HomeMy WebLinkAboutContract 29378 Cl" f-'r('2Er'qRY CITY SECRETARY
ww - — CONTRACT NO 4 3
C t.� �_ FILE
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CCMTRAC OR'S BONDING CO. KHA No. 061018016
CONSTRUCTION'S COPY SPECIFICATIONS
CLIENT DEPARTMENT
AND ORIGINAL,
CONTRACT DOCUMENTS
FOR
THE CONSTRUCTION OF
r
I�
CAMELOT WATER LINE IMPROVEMENTS
DOE PROJECT NO. 4244
WATER PROJECT NO. PW53-060530177810
Prepared for
Fort Worth Water Department
August 2003
r Kimley-Horn
hhh,M and Associates, Inc.
E ON
CARL T. DeZEE
. 87685
OFACIAL BUD
C" IRIPIRRY
d
ADDENDUM NO. 1
To the Plans, Specifications
&General Contract Documents
CAMELOT WATER LINE IMPROVEMENTS
DOE NUMBER 4244
WATER PROJECT NUMBER PW53-060530177810
R Advertised August 28,2003 and September 4,2003
Bid Date: September 25,2003 ; 1:30 pm
Addendum No. 1: Issued September 20,2003
This Addendum,forms part of the General Contract Documents&Specifications for the above referenced
Project and modifies the original General Contract Documents&Specifications. Acknowledge your
receipt of this Addendum by completing the requested information at the following locations:
(1) In The Space Provided Below
(2) General Contract Documents&Specifications
Part B—Bid Proposal,In The Space Provided
(3) Indicate In Upper Case Bold Lettering On The Outside Of Your Sealed Bid Envelope:
"ADDENDUM NO. 1 -RECEIVED&ACKNOWLEDGED"
PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS:
GENERAL CONTRACT DOCUMENTS&SPECIFICATIONS:
1-PART A—COMPREHENSIVE NOTICE TO BIDDERS
1. The bid opening will be postponed until October 2,2003. Bids will be received at
the Purchasing Office until 1:30 p.m.on October 2, 2003
2-PART B—PROPOSAL
1. Remove and replace the entire Bid Proposal with the attached Bid Proposal.
A signed copy of this Addendum No. 1 should be included in the sealed bid envelope at the time of bid
submittal. Failure to acknowledge the receipt of this Addendum No. 1 could cause the subject bidder to be
considered"NONRESPONSIVE,"resulting in disqualification.
ADDENDUM ACKNOWLEDGEMENT: A. Douglas Rademaker,P.E.
Director,Dept.of Engineering
i By
..�p�pany:,���,Bv,¢i�'� UT/6i�1 fassT, Approv :
Rick Trice,PE
Address: /f/2 9 G/L V24- Manager,Consultant Services
.� City. G�E?��a�E- State: '7—Y
N Telephone :
Addendum No. 1, Page 1 of 1
TABLE OF CONTENTS
Part
Notice to Bidders A
Comprehensive Notice to Bidders A
Special Instructions to Bidders A
Proposal B
Minority and Women Business Enterprises Specifications B
General Conditions C
Supplementary Conditions to Part C C1
Special Conditions D
Additional Special Conditions DA
Special Specifications E
Certificate of Insurance F
_ Contractor Compliance With Worker's Compensation Law F
Vendor Compliance to State Law F
Bonds F
- Performance
- Payment
- Maintenance
Contract G
Standard Figures & Details App. A
Soils Report App. B
Easement Documents App. C
TxDOT Permit App. D
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c
PART A
PART A—COMPREHENSIVE NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: Camelot Water Line Improvements,
in Fort Worth,Texas
Doe Project No.4244
Water Project No.PW53-060530177810
Addressed to Mr. Gary W. Jackson,City Manager of the City of Fort Worth,Texas,will be received at
the Purchasing Office until 1:30 p.m.,September 25,2003 and then publicly opened and read aloud at
2:00 p.m. in the Council Chambers. Plans, General Contract Documents and Specifications for this
project may be obtained in the office of the Department of Engineering,Municipal Office Building, 1000
Throckmorton Street, Fort Worth, Texas 76102. A set of construction plans and documents can be
* purchased on a non-refundable basis for thirty dollar ($30.00). These documents contain additional
information for prospective bidders.
All Bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes"of
the State of Texas with respect to the payment of prevailing wage rates and City Ordinance no. 7400
(Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the
employment practices.
Bid security is required in accordance with paragraph 2 of the Special Instructions to Bidders.
The major work will consist of the following:
Water Line Improvements
3,700 LF 12"Water Pipe
100 LF 12"Class 51 DI Water Pipe
900 LF 8"PVC Certain Teed Water Pipe
620 LF 8"PVC C-900 DR-14 Water Pipe
100 LF 6"PVC C-900 DR-14 Water Pipe
100 LF 6"Class 51 DI Water Pipe
18 EA 6"-12"Gate Valves
320 LF 12"DI Carrier Pipe with 20"Steel Casing
1 LS Pressure Reducing Valve Station
Included in the above will be all other miscellaneous items of construction as outlined in the Plans,
General Contract Documents and Specifications.
The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD
OF CONTRACT: No bid may be withdrawn until the expiration of ninety(90)days from the date bids
are opened. The award of contract,if made,%vill be within ninety(90)days after the opening of bids,but
in no case will the award be made until all the necessary investigation is made as to the responsibility of
the bidder to whom it is proposed to award the Contract.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt
of the addenda by initialing the appropriate spaces on the PROPOSAL form(s). Bidders must also
acknowledge receipt of the Addendum on the outside of their bid envelope. Bids that do not
acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the
status of addenda may be obtained be contacting the Department of Engineering at(817)871-7910.
Bidders shall not separate,detach or remove any portion,segment or sheets from the contract document
_ at any time. Bidders must complete the proposal section(s)and submit the complete specifications book
or face rejection of the bid as non-responsive. It is recommended that the bidder make a coPy of
the forms included in the Minority and Women Business Enterprise section for submittal nithin the time-
line stated bclo\\ or the bidder may request a copy of said forms from the City Project Manager named in
this solicitation.
In accord with City of Fort Worth Ordinance No.15530,the City of Fort Worth has goals forthe
participation of minority business enterprises and women business enterprises in City contracts.
A copy of the Ordinance can be obtained from the Office of the City Secretary.The bidder shall
submit the MBE/WBE UTILIZATION FORM,SUBCONTRACTOR/SUPPLIER UTILIZATION
FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The
Documentation must be received by the managing department no later than 5:00 p.m.,five (5)
City business days after the bid opening date. The bidder shall obtain a receipt from the
appropriate employee of the managing department to whom delivery was made. Such receipt
shall be evidence that the documentation was received by the City. Failure to comply shall render
the bid non-responsive.
The managing department for this project is the Department of Engineering.
For additional information. please contact Mr. Fred Ehia, P.E.. Project Manager, Cit\-of Fort Worth—
Department of Engineering at(817)871-8424 or Mr.Carl DeZee,P.E., Project Manager,Kimlcy-Horn
and Associates. Inc.. at (9 17) 335-6_5 11
w
GARY W. JACKSON GLORIA PEARSON
CITY MANAGER CITY SECRETARY
w /B\':
Rick Trice. P.E.. Manager.
Department of Engineering,
Consultant Services Division
..
Advertising Dates:
August 28. 2003
September 4. 2003
Fort Worth.Texas
SPECIAL INSTRUCTIONS TO BIDDERS
1) PREQUALI;✓ICATION REQUIREMENTS: All contractors submitting bids are required to be
prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification
process will establish a bid limit based on a technical evaluation and financial analysis of the
contractor. It is the bidder's responsibility to submit the following documentation: a current financial
statement, an acceptable experience record,an acceptable equipment schedule and any other documents
the Department may deem necessary, to the Director of the Water Department at least seven(7)
calendar days prior to the date of the opening of bids.
a) The financial statement required shall have been prepared by an independent certified public
accountant or an independent public accountant holding a valid permit issued by an appropriate
State licensing agency and shall have been so prepared as to reflect the financial status to the
submitting company. This statement must be current and not more than one(1) year old. In the
case that a bidding date falls within the time a new statement is being prepared, the previous
statement shall be updated by proper verification.
b) For an experience record to be considered to be acceptable for a given project, it must reflect the
experience of the firm seeking qualification in work of both the same nature and technical level as
that of the project for which bids are to be received.
c) The Director of the Water Department shall be the sole judge as to the acceptability for financial
qualification to bid on any Fort Worth Water Department project.
d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as
_ such.
e) The City, in its sole discretion,may reject any bid for failure to demonstrate experience and/or
expertise.
f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if
inadvertently opened, shall not be considered.
g) The City will attempt to notify prospective bidders whose qualifications(financial or experience)
are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to
be received. Failure to notify shall not be a waiver of any necessary prequalification.
2. BID SECURITY: A cashier's check, or an acceptable bidder's bond,payable to the City of Fort
Worth, in an amount of not less than five(5%)percent of the largest possible total of the bid submitted
must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute
the Contract Documents within ten(10)days after the contract has been awarded To be an acceptable
surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition,
the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to
qualify as a surety on obligations permitted or required under federal law;or(2)have obtained
reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a
,einsurer in the state of Texas and is the holder of a certificate of authority from the Untied States
secretary of the treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its
sole discretion, will determine the adequacy of the proof required herein.
3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred
(100%)percent of the contract price will be required, Reference C 3-3.7.
4. WAGE RATES:
Section C3-3.13 of the General Conditions is deleted and replaced with the following:
06/04/03
(a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code,
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,Texas Government Code.
Such prevailing wage rates are included in these contract documents.
(b) The contractor shall, for a period of three(3)years following the date of acceptance of the work,
maintain records that show(i)the name and occupation of each worker employed by the contractor in
the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to
each worker. These records shall be open at all reasonable hours for inspection by the City. The
provisions of D-3 Right to Audit pertain to this inspection.
(c) The contractor shall include in its subcontracts and/or shall otherwise require all of its
subcontractors to comply with paragraphs(a)and(b)above.
_ (d) With each partial payment estimate or payroll period,whichever is less, an affidavit stating that the
contractor has complied with the requirements of Chapter 2258,Texas Government Code.
The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all
times.
5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,the City
reserves the right to adopt the most advantageous construction thereof to the City or to reject the
Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 6018,Texas Revised Civil Statutes,the City of Fort
Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the
lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident
bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state
in which the nonresident's principal place of business in located.
"Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes
a contractor whose ultimate parent company or majority owner has its principal place of business in this
state.
This provision does not apply if this contract involves federal funds.
_ The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid
to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify
that bidder.
8. PAYMENT: If the bid amount is$25,000.00 or less, the contract amount shall be paid within forty-
five(45)calendar days after completion and acceptance by the City.
9. AGE: In accordance with the policy("Policy")of the Executive Branch of the Federal Government,
Contractor covenants that neither it nor any of its officers,members, agents employees,program
participants or subcontractors, while engaged in performing this contract, shall, in connection with the
employment,advancement or discharge of employees or in connection with the terms, conditions or
privileges of their employment,discriminate against persons because of their age except on the bases of
a bona fide occupational qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents,employees,
subcontractors,program participants,or persons acting on their behalf, shall specify, in solicitations or
06/04/03
i
advertisements for employees to work on this contract, a maximum age limit for such employment
_ unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement
plan or statutory requirements.
Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City
harmless against any claims or allegations asserted by third parties or subcontractor against City arising
out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy
concerning age discrimination in the performance of this agreement.
10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990
("ADA"),Contractor warrants that it and any and all of its subcontractors will not unlawfully
discriminate on the basis of disability in the provision of services to the general public, nor in the
availability,terms and/or conditions of employment for applicants for employment with, or employees
t of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's
provisions and any other applicable federal,state and local laws concerning disability and will defend,
indemnify and hold City harmless against any claims or allegations asserted by third parties or
subcontractors against City arising out of Contractor's and/or its subcontractors'alleged failure to
comply with the above referenced laws concerning disability discrimination in the performance of this
agreement.
11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth
Ordinance No. 15530,the City of Fort Worth has goals for the participation of minority business
enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained
l from the Office of the City Secretary.The bidder shall submit the MBE/WBE UTILIZATION FORM,
SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM
and/or the GOOD FAITH EFFORT FORM("with Documentation") and/or the JOINT VENTURE
FORM as appropriate. The Documentation must be received by the managing department no later than
5:00 p.m.,five(5)City business days after the bid opening date. The bidder shall obtain a receipt from
the appropriate employee of the managing department to whom delivery was made. Such receipt shall
be evidence that the documentation was received by the City. Failure to comply shall render the bid
non-responsive.
_ Upon request, Contractor agrees to provide the Owner complete and accurate information regarding
actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise
(WBE)on the contract and payment thereof. Contractor further agrees to permit any audit and/or
examination of any books,records or files in its possession that will substantiate the actual work
performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent
misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the
contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to
false statements. Further, any such misrepresentation of facts(other than a negligent misrepresentation)
and/or commission of fraud will result in the Contractor being determined to be irresponsible and
barred from participating in City work for a period of time of not less than three(3)years.
12. FINAL PAYMENT,ACCEPTANCE AND WARRANTY:
a. The contractor will receive full payment(less retainage) from the city for each pay period.
b. Payment of the retainage will be included with the final payment after acceptance of the project as
being complete.
C. The project shall be deemed complete and accepted by the City as of the date the final punch list
has been completed, as evidenced by a written statement signed by the contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been completed.
06/04/03
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due
and payable.
■
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and
there is a dispute regarding(i)final quantities,or(ii)liquidated damages,city shall make a
progress payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall
attempt to resolve the differences within 30 calendar days.
e 06/04/03
PROPOSAL
TO: Mr.Gary W.Jackson
City Manager
Fort Worth,Texas
FOR: Camelot Water Line Improvements
,. Doe Project No.4244
Water Project No.PW53-060530177810
Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans,
specifications and the site,understands the amount of work to be done,and hereby proposes to do all the work
and furnish all labor,equipment an materials necessary to fully complete all the work as provided in the plans
and specifications and subject to the inspection and approval of the Director,Department of Engineering of the
City of Fort Worth.
Upon acceptance of this proposal by the City Council,the bidder is bound to execute a contract and furnish
Performance,Maintenance Bond,and Payment Bond approved by the City of Fort Worth for performing and
completing the construction work within the time stated and for the following sum,to-wit:
IMPROVEMENTS
Pay Estimated Unit Name of Pay Item with Unit Bid Amount
Item Quantity Unit Price in Words Price Bid
1. 3,700 LF 12-inch Water Pipe(All Depths)@
00 _
T'11"r� 44nrccl— Dollars $ 33 $ 122,l 00
And r<O Cents
Per Unit
�. 2. 100 LF 12-inch Class 51 DI Water Pipe(All Depths)@
kA- Dollars $ 313 3$ ,
And Cents
Per Unit
3. 900 LF 8-inch PVC Certain Teed Water Pipe Item DA-
13 and DA-14 @
For d-x Al ya- Dollars $ q9�— t/Y/00 so
And /Na Cents
Per Unit
4. 620 LF 8-inch PVC C-900 DR-14 Water Pipe (All
Depths)@
–rw� A:716lt Dollars $ 2-,5a� $ 155
And No Cents
Per Unit
5. 100 LF 6-inch PVC C-900 DR-14 Water Pipe (All
Depths)@
Dollars $
And Cents
Per Unit
Pay Estimated Unit Name of Pay Item with Unit Bid Amount
Item Quantity Unit Price in Words Price Bid
6. 100 LF 6-inch Class 51 DI Water Pipe(All Depths)@
-T wiry Fo�e Dollars $ y° $ ?,
And Cents
Per Unit
7. 20 LF 4-inch Class 51 DI Water Pipe(All Depths)@
'T w,�g —7--A r« Dollars $ 23p9
And A/v Cents
Per Unit
8. 20 LF 4-inch PVC C-900 DR-14 Water Pipe (All
Depths)@
g
6-1 Dollars $ 1800 $
And No Cents
Per Unit
9. 50 LF 8-inch PVC SDR-26 Sewer Pipe(All Depths)@
—7—A Dollars $ 3t' $ /Sbo�
And Cents
Per Unit
10. 150 LF 6-inch PVC SDR-26 Sewer Pipe(All Depths)@
T'►.✓�Ty lriyh Dollars $ ,2 $ tZOo
And Cents
Per Unit
11. 5 EA 12-inch Gate Valve with Box Per Figure 3 @
bNt-T/.o.s,r✓,D Two ,e,/4.wt�,Cro 00 ¢c'
Dollars $ � $
And /Vio Cents
Per Unit
12. 10 EA 8-inch Gate Valve with Box Per Figure 3 @
S�X.S,.�, F~6- Dollars $
And Cents
Per Unit
13. 4 EA 6-inch Gate Valve with Box Per Figure 3 @
Dollars $ SSa' $?,Z�C112
And Cents
Per Unit
14. 4,700 LF Trench Safety(>5')Per Item D-26 @
iYa Dollars
And -Se—ve!trJ Cents
Per Unit
15. 1 EA 8-inch x 4-inch Tapping Sleeve and Valve(See
Plan Sheet#7)@
0,VC- TIIDwS-o"'p pa
a/✓2— /Y"W, .w Dollars $ , VO _ /,/00
And nA-,) Cents
Per Unit
kw
Pay Estimated Unit Name of Pay Item with Unit Bid I Amount
Item Quantity Unit Price in Words Price Bid
16. 4 EA 6-inch x 6-inch Tapping Sleeve and Valve(See
Plan Sheet#7)@
p.{/F Tai o✓s.F-✓O � o�
Dollars $ S1800
And do Cents
Per Unit
17. 4 EA 8-inch x 8-inch Tapping Sleeve and Valve(See
Plan Sheets#5,6,7,&9)@
Oi✓�-Tfi c..�,-s..,,v
Dollars $ �5�� G ace,�
- And Cents
Per Unit
18. 1 EA 12-inch x 8-inch Tapping Sleeve and Valve(See
Plan Sheet#9)@
s 4 Dollars
And wa Cents
Per Unit
19. 1 EA 12-inch x 10-inch Tapping Sleeve and Valve
ti (See Plan Sheet#4)@
oi✓+� h U,J, Dollars � �/�� $ ! //00
And ^Av Cents
Per Unit
20. 1 EA 16-inch x 12-inch Tapping Sleeve and Valve
(See Plan Sheet#10)@
rt TM/O �-�Duf.Q.ao �d op
F. Dollars 2
And ^/fl Cents
Per Unit
21. 11 TN Ductile Iron Pipe Fittings Per Item D-52.12 @
T1i ram'�sou.r�.✓ ao arm
Dollars $ o $ 36.3-0
And ,va Cents
Per Unit
22. 410 LF 20-inch Bore and Steel Casing(Minimum Wall
Thickness of 0.3750-inches), With Spacer,
Carrier Pipe Not Included Per Items DA-1 and
DA-2 @
Dollars $ 3as� $1Z5-&,50
And Cents
Per Unit
23. 410 LF 12-inch Class 51 DI Carrier Pipe With
Stainless Steel Casing Spacers Per Item DA-1 @
r":"47y X4-0 Dollars $ 11Z� 7 Z2a
And la-0 Cents
Per Unit
Pay Estimated Unit Name of Pay Item with Unit Bid I Amount
Item Quantity Unit Price in Words Price Bid
24. 1,225 LF HMAC Pavement Repair
Per Figure 2000-1 @
- 7 � 3G,7S5/
And nGO Cents
Per Unit
25. 45,500 SF Concrete Pavement Repair
Per Figure 2000-2 @
Dollars $ zrDV So
And Cents
Per Unit
26. 2,000 SF TxDOT Pavement Repair With Flowable
Backfill Material Per Figure 500 and Item DA-7
(See Plan Sheet#7)@
Dollars
And Cents
Per Unit
27. 2,350 SF Brick Pavement Repair
Per Figure 2000-3 @
SSE✓ Dollars / 515Z.of.
And we, Cents
Per Unit
28. 550 LF Flexible Base Road Repair @
A -�' �✓ Dollars $ 7 42�1 $ 3815-0
And WO Cents
Per Unit
29. 250 SY Remove Concrete Sidewalk and Driveway Per
Item No. 104 @
_:° r Dollars $ oo $
And A/0 Cents
Per Unit
30. 250 SY Concrete Sidewalk and Driveway Repair Per
Item D-20 @
-oeTy Dollars $ yD� $101000,
And �c Cents
Per Unit
31. 12 SY Concrete Valley Gutter Repair Per Item DA-8 @
00
E y/�fy Dollars
And �yb Cents
Per Unit
32. 250 LF Concrete Encasement Per Item DA-6 @
Dollars ®' $ /o ooa
And Cents
Per Unit
Pay Estimated Unit Name of Pay Item with Unit Bid Amount
Item Quantity Unit Price in Words Price Bid
33. 200 SY 6-inch Concrete RipRap Per Item DA-4 (See
Plan Sheet#4)@
Dollars $
And �o Cents
Per Unit
34. 1,077 SY Hydromulch/Sodding/Seeding Per Item D-45@
Dollars $ s` 3a:5
And Na Cents
Per Unit
35 1 EA Remove and Reinstall Traffic Barricade (See
Plan Sheet#8)@
-o �}r.d..«�-/ CUP
r•�� !,vw��4/ Dollars $2 Saber S?s
And Cents
Per Unit
36 4 EA Cut In 8-inch Gate Valve Per Item D-52.6(See
Plan Sheet#10)@
?iX $h Dollars
G Goa
And .Vz;) Cents
Per Unit
T 37. 3 EA Cut In 6-inch Gate Valve Per Item D-52.6(See
Plan Sheets#9 and 10) @
anr-r-q/ Ow-
' �*�dQ pia clr� Dollars S j yam_ S el2�
And Cents
Per Unit
38 1 EA Cut in 4-inch Gate Valve Per Item D-52.6(See
Plan Sheet#7)@
-ru�o fivn�i� Dollars Lzx!-
And Cents
Per Unit
39. 1 LS Pressure Reducing Valve Station Per Item DA-
12(See Plan Sheets#4, 11,and 12)@
Dollars 3L acs 3$ _
And tia Cents
Per Unit
40. 1 LS 2-inch Main&Fittings for Temporary Service
Per Item D-52.8 @
,1-, 7-h ouS-11-
Av17J'--?/ Dollars _
And Ov o Cents
Per Unit
41. 500 LF 1-inch Copper Water Service Per Item D-52.7
Dollars S 13 m S �fSbo
And A16 Cents
Per Unit
Pay Estimated Unit Name of Pay Item with Unit Bid Amount
Item Quanti Unit Price in Words Price Bid
42. 100 LF 1 - '/2 inch Copper Water Service Per Item D-
52.7 and DA-11 @
5 JE'�tI✓TS�/ Dollars $ /7 0_ $ /, 7oo Qe
And u/c> Cents
Per Unit
43. 100 LF 2 inch Copper Water Service Per Item D-52.7
and DA-11 @
o� 2
A/i ye-7� Dollars $
And �'"D Cents
Per Unit
44. 200 LF '/. inch Domestic Type "K" Copper Service
within Private Property by a Licensed Plumber
—Th y Dollars $ S 2
And No Cents
Per Unit
45. 15 EA Water Meter Box(Class A)@
—r:-��vey f/✓F Dollars $ Zs_� $ 87S
And WO Cents
` Per Unit
46. 4 EA Water Meter Box(Class B)@
pN� /funJre'
wry Dollars $ 1�� $ G m o=
And /✓n Cents
Per Unit
47. 4 EA Water Meter Box(Class C)for Bullhead Service
@
r.✓ ry ��� Dollars $ Y,7Z
And Cents
Per Unit
- 48. 5 EA Relocate Existing Water Meter Box @
71a rry l'1 cr�J�'� _
Dollars a°— _ 7��
$3.s $
And I✓b Cents
Per Unit
49. 15 EA 1-inch Water Service Tap to Main @
pi✓E
SEY�vey ,X�/✓E Dollars o'
And 111641;1 Cents
Per Unit
50. 4 EA 1-inch Bullhead Water Service Tap to Main @
CO
Dollars $ 2�
And A15 Cents
z Per Unit
Pay Estimated Unit Name of Pay Item with Unit Bid Amount
Item Quantity Unit Price in Words Price Bid
51. 2 EA I-'/:inch Water Service Tap to Main @
�oc)Q Llvhdre�
Dollars $ $ 900
a And lv4 Cents
Per Unit
52. 2 EA 2-inch Water Service Tap to Main @
�-y's'►'�Y f��� Dollars $Szs— /$
And A10 Cents
Per Unit
53. 10 CY Ballast Stone for Miscellaneous Placement Per
Item D-21 @
%—� ;� fr✓� Dollars S 5-5'—
And Na Cents
Per Unit
54. 10 CY Crushed Limestone for Miscellaneous Placement
Per Item D-21 @
0A0'-e__ Dollars $
And A10 Cents
Per Unit
55. 10 CY Type B(2500#)Concrete for Misc.Placement
Per Item D-21 @
Dollars $5-570
And „!a Cents
Per Unit
56. 10 CY Type E(1500#)Concrete for Misc.Placement
Per Item D-21 @
cif% ��✓E Dollars $SSA $ S
And 'Ve Cents
Per Unit
57. 3,800 SY 2-inch HMAC Overlay with Wedge Milling Per
Figure 2000-1,DA-15 and DA-18 @
,All ,r Dollars $
And ;Z--/r- � Cents
Per Unit
58. 200 LF Extra Depth for Water Mains over 1-Foot below
the Designed Elevation as directed by Engineer
@
T Dollars $ Z o_ �
And aka Cents
Per Unit
Pay Estimated Unit Name of Pay Item with Unit Bid I Amount
Item Quantity Unit Price in Words Price Bid
59. 2,150 LF Removal of Curb and Gutter Per Item DA-3 @
ONC Dollars 2 e cp
And Cents $ '`��
Per Unit
60. 2,150 LF Replacement of Curb and Gutter Per Item DA-3
od o
Dollars
And A/ Cents
Per Unit
61. 550 SY Removal of 4-inch Standard Wheelchair Ramp
Per Item DA-19 @
Dollars 8 0� Sloo
And Al- Cents
Per Unit
62. 550 SY Replacement of 4-inch Standard Wheelchair
Ramp Per Item DA-19 @
Dollars SS _
And /Yo Cents
Per Unit
63. 1 LS Traffic Control Per Item D-8(See Plan Sheet#
14)@
�z
SSE'✓ C-�
D0118rS $ 7 S 7j,5
And Cents
Per Unit
64. 1 LS Restore Landscaping for(Harvest of God @
Dollars $
And Cents
Per Unit
' TOTAL BID
(Words and Numbers)
�, �NE �/vR/�e� 'Th � f.g1rf �►ovsr..ol o��� �=./5.-�.�'rrY '`'"-DOLLARS
,.�/za CENTS $
PROPOSAL
Within ten(10)days of notification by City,the undersigned will execute the formal contract and deliver
an approved Surety Bond and such other bonds as required by the Contract Documents,for the faithful
performance of this Contract. The attached bid security in the amount of S is to become
the property of the City of Fort Worth,Texas,in the event the contract and bond or bonds are not executed
and delivered within the time above set forth as liquidated damages for the delay and additional work
caused thereby.
The undersigned bidder verified that he has obtained at least one set of the General Contract Documents
and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and
thoroughly understands all the requirements and conditions of those General Documents,and the specific
Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor
organization,subcontractors,or employment agency in either furnishing of referring employee applicants
to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as
amended by the City Ordinance No. 7400.
The bidder agrees to begin construction within 10 calendar days after issue of the work order,and to
complete the contract within 180 calendar days after beginning construction as set forth in the written work
order to be furnished by the Owner. The work order will be issued no later than 90 days after the award of
the contract.
A. The principal place of business of our company is in the State of
Non-resident bidders in the State of our principal place of business, are
required to be percent lower than resident bidders by state law. A copy of the statute is
attached.
Non-resident bidders in the State of ,our principal place of business, are not
required to underbid resident bidders.
The principal place of business of our company or our parent company or majority owner is in the
State of Texas.
Receipt is acknowledged of the following addenda:
Addendum No. 1 (initials
Addendum No. 1 (initials)
Addendum No. 1 (initials)
Respectfully submitted,
�i.c 7-1
L T.
By:
Name:
Title:
Address: /yz 9 e4 V24-
(SEAL)if Bidder is Corporation
Date: -1011 o-2 Telephone:
STATEMENT OF MATERIALS AND OTHER CHARGES
MATERIALS INCORPORATED INTO THE PROJECT $ Gs6� 7 ZZ
ALL OTHER CHARGES
*TOTAL $
*this total must agree with the total figure shown in Part B—Proposal,Total Amount Bid in the bound
contract.
For purposes of complying with the Texas Tax Code,the Contractor agrees that the charges for any
material incorporated into the project in excess of the estimated quantity provided for herein will be no less
than the invoice price for such material to the Contractor.
NOTE: ONLY THE COPY OF THIS FORM ON THE BOUND CONTRACTS IS TO BE FILLED
OUT.
Dot 13 03 12: 09p Cleburne Utility 817-558-6703
P. 4
- T o 5f
City of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar valuo of the contract is$25,000 or more,thq M/WRF. Heal In applicable..
If the total dollar value of the contract is less than$25,000, the M/WBE Roal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Woman Business
Enterprises (M/WBE)In the procurement of all goods and services to the City on a cun(foulu>rl Itafii. All re quirenx:nta
and regulations stated in the Citys current Minority and Women Business Enterprise Ordin rice apply to this bid.
MIWBE PROJECT GOALS -The City's MBE/WBE goal on this project is 20.0 %of the base bid value of the•,contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's MIWBE Ordinance by
either of the following:
1. Meet or exceed the above stated MIWBE goal,or
2. Good Faith Effort documentation,or,
3. Waiver documentation,or,
4. Joint Venture.
SUBMITTAL OF RgQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department,within the following times allocated, in order
for lho ontire bid to be considered responsive to the crArificatinns.
1. Subcontractor Utilization Form,if goal Is received by 5:00 p.m„ five (5) City business days after the bid
# met or exceodcd: opening date,exclUSivR of the hie!nprnin®date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., rive (5) City business days after the bid
Utilization Form,if participation is less than opening dale, exclusive of the bid opening date.
stated goal.,
3. Good Faith Effort and Subcontractor received by 5:00 p.m„ five (5) City busmen., days after the bid
Utilization Form.If no MIWBE participation: opening date, exclusive of the bid opening date.
4, Prime Contractor Waiver Form,if yuu will received by 5:00 p.m., five (5) City bu:incoa dayo oflcr the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid
S. Joint venture Form,If utilize a joint venture received by 5:00 p.m., five (5) City business days after (fie bid
t0 met Or exceed goal. open i ri data, cxulusive3 or the bid opening date. -W
FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
Any questions,please contact the MIWBE Office at(817) 871-6104,
Rev. 5/70107
Oct 13 03 12: 08p Cleburne Utility
817-558-6703 p,5
ATTACHMENT to
Page t of 4
WOW
ig RTA i City of Fort Worth
Subcontractors/Suppliers Utilization Form
PRIWM'E/COMPANY NAME: i -' _ Check applicable block to doscribe' prime
�. l..!r CtuLi✓�" C/7"/L!T ��w» is cia:7in.� '� .. ... .
��y 7 t lL:w:1 .�=. M/W ENW. NON•M/wtt)RE
PRQJECT NAME:
131D DATE
City's MIWBE Project Ooal: 7Cs M/WBE Project Utilization: PROJECT NUMBER
%
Identify all subcontractors/suppliers you will use on this prluject
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon exectition of a contract with the City of Fort Worth. The intentional
' and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications
MIWBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business In the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker,Johnson,Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, I.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
CaMfication means those firms,located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Tcxna Regional Certification
Agency(NCTRCA),or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise(DBE)is synonymous with MinorityNVomen Business Enterprise(M/WBE).
If hauling services are utilized, the prime will be given credit as long as the M/WSE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease
trucks from another ANWBE firm, including M/WBE owner-operators, and receive full MIWBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement, _
Oct 13 03 12: 08p Gleburne Utility 817-558-6703
P- 6
l
nrrnta imr;,rr In
ORTH ►,7gR 2 of
Primes are required to IdHrtify g!_l Subcontractnrslsupt�liers,rannrd{gea of slate i.n.,Minority:Wnigrn and nnn•MNVBE
Please list M/WBE firms first,use additional sheet.it necessary.
Certification N
(check one)
SUBCON FRACTOR/SUPPLIER r n
Company Name 1 N T Detail DeI:+U
Address a M W C X M Subcontracting Work Supplies Purchased Dollar Amount
Tote hone/Fax r g 6 7 D W
p E E R o s
C T E
A
I>/',V�{.rota} �•'�r. / Q�
P U j3�.ir 1'2 3 a e.,0 1 Ag 8'OCK%
741 LI•-.7 d a>c�
4,Av-1 k 1�/
0/7 -401-3,74,4
617-'141 - 62 -Fax
817
VAS41u�zr TL:✓.:�e...W'4 Sq...o - 3,,Soo
f/7vo l✓oL.►✓
�vv cT wcaK.7"11, rr S1 3,
74/11 ✓
$/7-s'35- 71 os�
�e„crcw.ca•.� T.�
9/7- 4J_a-Sd2,4J
�'/7-293-��oG�'• -- --• • --
�o�n a.�E✓ TX 7LZG�
r7— 9Yy- 9yoB
/2 - 7Y/-z3.�y
Oct 13 03 12: 09P Cleburne Utility
817-558-6703 p, 7
• i I,�, �uv iii �,
RT1l r .,,.•�,•r.c
Primes are required In Identify ALL subcnrrt,ar;lr rsa.^,rgrlrtirrrs,nxlrn+llr!a of r:l;rlu": i n , Miu+n I Iv. VJ„i is •.
+� Pldase list MNV)rr- rirn+ fir;1,r+nr n(f,f+fi+a�:d nhnr.ht it nrv'.r 1;5;av I
Certlfit�lion N
0
(Check prlc) rl
Ml SUBCONTRACTORISUPPLIER T —7i D4tiil Dnl�il
Company Name 1 C
Aridress e M yy � X M 5ubcon,ractiny Work Supplies !'rr+r.lrns+�+I Irnlls.r Mnrurnl
7
Telephone/Fax r a g 0 w
R 0 B III
E E C t E
A
317- 3z�� �zg8 �
rTx
s
7s9-1Y)
'7�i'1L2.}.�'r �a.-,c✓ETC._
GGG o
,. 8t7
i
i
1 �
1
I
cot 13 03 12: 10p Cleburne Utility 817-558-6703
P. 8
Al IArl nor.Nf fA
IFORITH Page a or a
Total Dollar Amount of WIMBE Subcontractors/Suppliers $ e
1
Total Dollar Amount of Non-M/WBE Subcontractors/Suppiiers $ Z 3 r� yva
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustitled change or deletion shall Ut; a n-iaterial breach or
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. `-
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upotl request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid, The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DSE(s) on this contract, by an authodied officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under f=ederal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1)year.
PM Au Qrized 3 pnatare Printed 510"atLre
17/14 1-TAT +h►w a F-�
Vile Contact NameMtlo of Mffnrnnlf
l7-S S'f� Ii'''i('
�F��•,En/'t d7'/t•�?y C-'owxr/2.:�.ri�•..• 3l7-t.�,*�r .. �7� 3 - ��.�l,r ...-,-.•-
Company Name ° Tetephono and/or Pas
IY,4.f cam `!L G _ c;.���' �i f3 c--.
Addres3 E-mail Address
_ Clcbr enc, TX
citwstaterzip Dale /'Flo e%`3
PART C
PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER 1, 1987
TABLE OF CONTENTS
C1-1 DEFINITIONS C1-1 (1)
C1-1.1 Definition of Terms C1-1 (1)
Cl-1.2 Contract Documents Cl-1 (2)
Cl-1.3 Notice to Bidders Cl-1 (2)
C1-1.4 Proposal C1-1 (2)
C1-1.5 Bidder C1-1 (2)
C1-1.6 General Conditions C1-1 (2)
C1-1.7 Special Conditions C1-1 (2)
C1-1.8 Specifications C1-1 (2)
C1-1.9 Bonds C1-1 (2)
C1-1.10 Contract C1-1 (3)
C1-1.11 Plans C1-1 (3)
C1-1.12 City C1-1 (3)
C1-1.13 City Council C1-1 (3)
C1-1.14 Mayor C1-1 (3)
C1-1.15 City Manager Cl-1 (3)
C1-1.16 City Attorney C1-1 (3)
C1-1.17 Director of Public Works C1-1 (3)
C1-1.18 Director, City Water Department Cl-1 (3)
C1-1.19 Engineer C1-1 (3)
C1-1.20 Contractor C1-1 (3)
C1-1.21 Sureties C1-1 (4)
C1-1.22 The Work or Project C1-1 (4)
C1-1.23 Working Day C1-1 (4)
C1-1.24 Calendar Days C1-1 (4)
C1-1.25 Legal Holidays C1-1 (4)
C1-1.26 Abbreviations C1-1 (4)
C1-1.27 Change Order C1-1 (5)
_ C1-1.28 Paved Streets and Alleys C1-1 (5)
Cl-1.29 Unpaved Streets or Alleys Cl-1 (6)
C1-1.30 City Street C1-1 (6)
C1-1.31 Roadway C1-1 (6)
C1-1.32 Gravel Street C1-1 (6)
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form C2-2 (1)
C2-2.2 Interpretation of Quantities C2-2 (1)
C2-2.3 Examination of Contract Documents and Site of Project C2-2 (2)
PE C2-2.4 Submitting of Proposal C2-2 (2)
C2-2.5 Rejection of Proposals C2-2 (3)
1" (1)
C2-2.6 Bid Security C2-2 (3)
C2-2.7 Delivery of Proposal C2-2 (3)
C2-2.8 Withdrawing Proposals C2-2 (3)
C2-2.9 Telegraphic Modifications of Proposals C2-2 (3)
C2-2.10 Public Opening of Proposal C2-2 (4)
C2-2.11 Irregular Proposals C2-2(4)
C2-2.12 Disqualification of Bidders C2-2 (4)
C3-3 AWARD AND EXECUTION OF DOCUMENTS:
C3-3.1 Consideration of Proposals C3-3 (1)
C3-3.2 Minority Business Enterprise/Women Business C3-3 (1)
Enterprise Compliance
C3-3.3 Equal Employment Provisions C3-3 (1)
C3-3.4 Withdrawal of Proposals C3-3 (1)
C3-3.5 Award of Contract C3-3 (2)
C3-3.6 Return of Proposal Securities C3-3 (2)
C3-3.7 Bonds C3-3 (2)
C3-3.8 Execution of Contract C3-3 (3)
C3-3.9 Failure to Execute Contract C3-3 (3)
C-3-3.10 Beginning Work C3-3 (4)
C3-3.11 Insurance C3-3 (4)
C3-3.12 Contractor's Obligations C3-3 (6)
C3-3.13 Weekly Payrolls C3-3 (6)
C3-3.14 Contractor's Contract Administration C3-3 (6)
C3-3.15 Venue C3-3 (7)
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents C4-4(1)
C4-4.2 Special Provisions C4-4(1)
C4-4.3 Increased or Decreased Quantities C4-4(1)
C4-4.4 Alteration of Contract Documents C4-4(2)
C4-4.5 Extra Work C4-4(2)
C4-4.6 Schedule of Operation C4-4 (3)
C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4)
C5-5 CONTROL OF WORK AND MATERIALS
C5-5.1 Authority of Engineer C5-5 (1)
C5-5.2 Conformity with Plans C5-5 (1)
C5-5.3 Coordination of Contract Documents C5-5 (1)
C5-5.4 Cooperation of Contractor C5-5 (2)
C5-5.5 Emergency and/or Rectification Work C5-5 (2)
C5-5.6 Field Office C5-5 (3)
C5-5.7 Construction Stakes C5-5 (3)
C5-5.8 Authority and Duties of City Inspector C5-5 (3)
(2)
C5-5.9 Inspection C5-5 (4)
C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4)
C5-5.11 Substitute Materials or Equipment C5-5 (4)
C5-5.12 Samples and Tests of Materials C5-5 (5)
C5-5.13 Storage of Materials C5-5 (5)
C5-5.14 Existing Structures and Utilities C5-5 (5)
C5-5.15 Interruption of Service C5-5 (6)
C5-5.16 Mutual Responsibility of Contractors C5-5 (7)
C5-5.17 Clean-Up C5-5 (7)
C5-5.18 Final Inspection C5-5 (8)
C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 Laws to be Observed C6-6 (1)
C6-6.2 Permits and Licenses C6-6 (1)
C6-6.3 Patented Devices, Materials, and Processes C6-6 (1)
C6-6.4 Sanitary Provisions C6-6 (1)
C6-6.5 Public Safety and Convenience C6-6 (2)
C6-6.6 Privileges f Contractor in Streets,Alleys, C6-6 (3)
and Right-of-Way
C6-6.7 Railway Crossings C6-6 (3)
C6-6.8 Barricades, Warnings and Flagmen C6-6 (3)
C6-6.9 Use of Explosives,Drop Weight, Etc. C6-6 (4)
C6-6.10 Work Within Easements C6-6 (5)
C6.6.11 Independent Contractor C6-6 (6)
C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (6)
C6-6.13 Contractor's Claim for Damages C6-6 (8)
C6-6.14 Adjustment or Relocation of Public Utilities, Etc. C6-6 (8)
C6-6.15 Temporary Sewer and Drain Connections C6-6 (8)
C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6 (9)
C6-6.17 Use of a Section or Portion of the Work C6-6 (9)
C6-6.18 Contractor's Responsibility for the Work C6-6 (9)
C6-6.19 No Waiver of Legal Rights C6-6 (9)
C6-6.20 Personal Liability of Public Officials C6-6 (10)
C6-6.21 State Sales Tax C6-6 (10)
C7-7 PROSECUTION AND PROGRESS
C7-7.1 Subletting C7-7 (1)
C7-7.2 Assignment of Contract C7-7 (1)
C7-7.3 Prosecution of The Work C7-7 (1)
C7-7.4 Limitation of Operations C7-7 (2)
C7-7.5 Character of Workmen and Equipment C7-7 (2)
C7-7.6 Work Schedule C7-7 (3)
C7-7.7 Time of Commencement and Completion C7-7 (3)
C7-7.8 Extension of Time Completion C7-7 (3)
C7-7.9 Delays C7-7(4)
(3)
C7-7.10 Time of Completion C7-7 (4) `
C7-7.11 Suspension by Court Order C7-7 (5)
C7-7.12 Tempora.y Suspension C7-7 (5)
C7-7.13 Termination of Contract due to National Emergency C7-7 (6) -
C7-7.14 Suspension or Abandonment of the Work C7-7 (6)
and Annulment of the Contract:
C7-7.15 Fulfillment of Contract C7-7 (8)
C7-7.16 Termination for Convenience of the Owner C7-7 (8)
C7-7.17 Safety Methods and Practices C7-7 (11)
C8-8 MEASUREMENT AND PAYMENT
C8-8.1 Measurement Of Quantities C8-8 (1)
C8-8.2 Unit Prices C8-8 (1)
C8-8.3 Lump Sum C8-8 (1)
C8-8.4 Scope of Payment C8-8 (1)
C8-8.5 Partial Estimates and Retainage C8-8 (2)
C8-8.6 Withholding Payment C8-8 (3)
C8-8.7 Final Acceptance C8-8 (3)
C8-8.8 Final Payment C8-8 (3)
C8-8.9 Adequacy of Design C8-8 (4)
C8-8.10 General Guaranty C8-8 (4)
C8-8.11 Subsidiary Work C8-8 (4) _
C8-8.12 Miscellaneous Placement of Material C8-8 (4)
C8-8.13 Record Documents C8-8 (4)
(4) -
PART C - GENERAL CONDITIONS
CIA DEFINITIONS
SECTION CIA DEFINITIONS
C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the
following terms or pronouns in place of them are used, the intent and meaning shall be
understood and interpreted as follows:
C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written
PO and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern
the terms and performance of the contract. These are contained on the General Contract
Documents and the Special Contract Documents.
NFP
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern all Water Department Projects and Include the
M. following Items
PART A -NOTICE TO BIDDERS (Sample) White
PART B - PROPOSAL (Sample) White
PART C - GENERAL CONDITIONS (CITY) Canary Yellow
(Developer) Brown
PART D- SPECIAL CONDITIONS Green
PART E - SPECIFICATIONS El-White
E2-Golden Rod
E2A-White
PERMITS/EASEMENTS Blue
PART F -BONDS (Sample) White
PART G - CONTRACT (Sample) White
b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as a supplement to the
General Contract Documents and include the following items:
PART A -NOTICE TO BIDDERS (Advertisement) same as above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G- CONTRACT
PART H -PLANS (Usually bound separately)
C1-1 (1)
C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published
in public advertising mediums or furnished direct to interested parties pertaining to the
work contemplated under the Contract Documents constitutes the notice to bidders.
C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to
perform the work which the Owner desires to have done, together with the bid security,
constitutes the Proposal, which becomes binding upon the Bidder when it is officially
received by the Owner, has been publicly opened and read and not rejected by the Owner.
C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association,
corporation, acting directly or through a duly authorized representative, submitting a
proposal for performing the work contemplated under the Contract Documents,
constitutes a bidder.
MR
C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction
and contract requirements which govern the performance of the work so that it will be
carried on in accordance with the customary procedure, the local statutes, and
requirements of the City of Fort Worth's charter and promulgated ordinances.
Whenever there may be a conflict between the General Conditions and the Special
Conditions,the latter shall take precedence. .
C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements
which are necessary for the particular project covered by the Contract Documents and not
specifically covered in the General Conditions. When considered with the General
Conditions and other elements of the Contract Documents they provide the information
which the Contractor and Owner should have in order to gain a thorough knowledge of
the project.
C1-1.8 SPECIFICATIO:,:-: The Specifications is that section or part of the Contract
Documents which set forth in detail the requirements which must be met by all materials,
construction, workmanship, equipment and services in order to render a completed an
useful project. Whenever reference is made to standard specifications, regulations,
requirements, statutes, etc., such referred to documents shall become a part of the
Contract Documents just as though they were embodied therein.
C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by
the Contractor for prompt and faithful performance of the contract and include the
following:
a. Performance Bond (see paragraph C3-3.7)
b. Payment Bond (see paragraph C3-3.7)
C. Maintenance Bond (see paragraph C3-3.7)
d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and
C2-2.6)
C1-1 (2) -
C1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner
and the Contractor covering the mutual understanding of the two contracting parties
about the project to be completed under the Contract Documents.
C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the
Owner's representative showing in detail the location, dimension and position of the
various elements of the project, including such profiles, typical cross-sections, layout
diagrams, working drawings, preliminary drawings and such supplemental drawings as
the Owner may issue to clarify other drawings or for the purpose of showing changes in
the work hereinafter authorized by the Owner. The plans are usually bound separately
from the other parts of the Contract Documents, but they are part of the Contract
Documents just as though they were bound therein.
C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and
chartered under the Texas State Statutes, acting by and through its governing body or its
City Manager, each of which is required by charter to perform specific duties.
Responsibility for final enforcement of the Contracts involving the City of Fort Worth is
by Charter vested in the City Manager. The terms City and Owner are synonymous.
C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City
of Fort Worth,Texas.
C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem
of the City of Fort Worth, Texas.
CI-1.15 CITY MANAGER: The officially appointed and authorized City Manager of
the City of Fort Worth, Texas, or his duly authorized representative.
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort
Worth, Texas, or his duly authorized representative.
C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City
of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly
authorized representative.
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The officially appointed
Director of the City Water Department of the City of Fort Worth, Texas, or his duly
authorized representative, assistant, or agents.
C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth
City Water Department, or their duly authorized assistants, agents, engineers, inspectors,
or superintendents, acting within the scope of the particular duties entrusted to them.
C1-1.20 CONTRACTOR: The person,person's,partnership,company, firm, association,
or corporation, entering into a contract with the Owner for the execution of work, acting
directly or through a duly authorized representative. A sub-contractor is a person, firm,
"" C1-1 (3)
corporation, supplying labor and materials or only labor, for the work at the site of the
project.
C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are
required with and for the Contractor. The sureties engaged are to be fully responsible for
the entire and satisfactory fulfillment of the Contract and for any and all requirements as
set forth in the Contract Documents and approved changes therein.
C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and
covered by the Contract Documents, including but not limited to the furnishing of all
labor, materials, tools, equipment, and incidentals necessary to produce a completed and
serviceable project.
C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including
Saturdays, Sundays, and legal holidays, in which weather or other conditions not under
the control of the Contractor permit the performance of the principal unit of work for a
period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions
as permitted in paragraph C7-7.6
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month,no days
being excepted.
C1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the
City Council of the City of Fort Worth for observance by City employees as follows:
1. New Year's day January 1
2. M.L. King,Jr. Birthday Third Monday in January
3. Memorial Day Last Monday in May
4. Independence Day July 4
5. Labor Day First Monday in September
6. Thanksgiving Day Fourth Thursday in November
7. Thanksgiving Friday Forth Friday in November
8. Christmas Day December 25
9. Such other days in lieu of holidays as
the City Council may determine
When one of the above named holidays or a special holiday is declared by the City
Council, falls on a Saturday, the holiday shall be observed on the preceding Friday, or if
it falls on Sunday, it shall be observed on the following Monday, by those employees
working on working day operations. Employees working calendar day operations will
consider the calendar as the holiday.
C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the
Contract Documents, the intent and meaning shall be as follows:
AASHT - American Association of State MGD - Million Gallons
RM
C1-1 (4)
O Highway Transportation Officials per Day
ASCE - American Society of Civil CFS - Cubic Foot per
Engineers Second
IAW - In Accordance With Min. - Minimum
ASTM - American Society of Testing Mono. - Monolithic
Materials % - Percentum
AWWA - American Water Works R - Radius
Association I.D. - Inside Diameter
ASA - American Standards Association O.D. - Outside Diameter
HI - Hydraulic Institute Elev. - Elevation
Asph. - Asphalt F - Fahrenheit
Ave. - Avenue C - Centigrade
Blvd. - Boulevard In. - Inch
CI - Cast Iron Ft. - Foot
CL - Center Line St. - Street
GI - Galvanized Iron CY - Cubic Yard
Lin. - Linear or Lineal Yd. - Yard
lb. - Pound SY - Square yard
MH - Manhole L.F. - Linear Foot
Max. - Maximum D.I. - Ductile Iron
Cl-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement
between the Owner and the Contractor covering some added or deducted item or feature
which may be found necessary and which was not specifically included in the scope of
the project on which bids were submitted. Increase in unit quantities stated in the
proposal are not the subject matter of a Change Order unless the increase or decrease is
more than 25%of the amount of the particular item or items in the original proposal.
All "Change Orders" shall be prepared by the City from information as necessary
furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as
a street or alley having one of the following types of wearing surfaces applied over the
natural unimproved surface:
1. Any type of asphaltic concrete with or without separate base material.
'^ 2. Any type of asphalt surface treatment, not including an oiled surface, with
or without separate base material.
3. Brick, with or without separate base material.
4. Concrete,with or without separate base material.
5. Any combination of the above.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or
other surface is any area except those defined for"Paved Streets and Alleys."
�" C1-1 (5)
C1-1.30 CITY STREET: A city street is defined as that area between the right-of-way
lines as the street is dedicated.
C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two
(2') back of the curb lines or four (`4) feet back of the average edge of pavement where
no curb exists.
C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been
added one or more applications of gravel or similar material other than the natural
material found on the street surface before any improvement was made.
C1-1 (6)
on
SECTION C - GENERAL CONDITIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL
r C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with Proposal form, which
will contain an itemized list of the items of work to be done or materials to be fumished
and upon which bid prices are requested. The Proposal form will state the Bidder's
general understanding of the project to be completed, provide a space for furnishing the
amount of bid security, and state the basis for entering into a formal contract. The Owner
will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and
"Financial Statement," all of which must be properly executed and filed with the Director
of the City Water Department one week prior to the hour for opening of bids.
The financial statement required shall have been prepared by an independent certified
public accountant or an independent public accountant holding a valid permit issued by
an appropriate state licensing agency, and shall have been so prepared as to reflect the
current financial status. This statement must be current and no more than one (1) year old.
In the case that bidding date falls within the time a new statement is being prepared, the
previous statement shall be updated by proper verification. Liquid assets in the amount of
ten(10)percent of the estimated project cost will be required.
For an experience record to be considered to be acceptable for a given project, it must
I' reflect the experience of the firm seeking qualification in work of both the same nature
and magnitude as that of the project for which bids are to be received, and such
experience must have been completed not more than five (5) years prior to the date on
which Bids are to be received. The Director of the Water Department shall be sole judge
as to the acceptability of experience for qualification to bid on any Fort Worth Water
rDepartment project.
The prospective bidder shall schedule the equipment he has available for the project and
state that he will rent such additional equipment as may be required to complete the
project on which he submits a bid.
C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials
to be furnished as may be listed in the proposal forms or other parts of the Contract
Documents will be considered as approximate only and will be used for the purpose of
comparing bids on a uniform basis. Payment will be made to the Contractor for only the
actual quantities of work performed or materials furnished in strict accordance with the
FP Contract Documents and Plans. The quantities of work to be performed and materials to
be furnished may be increased or decreased as hereinafter provided, without in any way
invalidating the unit prices bid or any other requirements of the Contract Documents.
C2-2(1)
C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on file with the Owner shall constitute
all of the information which the Owner will furnish. All additional information and data
which the Owner will supply after promulgation of the formal contract documents shall
be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original Contract
Documents.
Bidders are required, prior to filing of proposal, to read and become familiar with the
Contract Documents, to visit the site of the project and examine carefully all local
conditions, to inform themselves by their own independent research and investigations,
tests, boring, and by such other means as may be necessary to gain a complete knowledge
of the conditions which will be encountered during construction of the project. They must
judge for themselves the difficulties of the work and all attending circumstances affecting
the cost of doing the work or the time required for its completion, and obtain all
information required to make an intelligent proposal. No information given by the Owner
or any representative of the Owner other than that contained in the Contract Documents
and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders
shall rely exclusively and solely upon their own estimates, investigation, research, tests,
explorations, and other data which are necessary for full and complete information upon
which the proposal is to be based. It is mutually agreed that the submission of a proposal
is prima-facie evidence that the bidder has made the investigation, examinations and tests
herein required. Claims for additional compensation due to variations between conditions
actually encountered in construction and as indicated in the Contract Documents will not
be allowed.
The logs of Soil Borings, if any, on the plans are for general information only and may
not be correct. Neither the Owner nor the Engineer guarantee that the data shown is
representative of conditions which actually exist.
C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the r
form furnished by the Owner. All blank spaces applicable to the project contained in the
form shall be correctly filled in and the Bidder shall state the prices, written in ink in both
words and numerals, for which he proposes to do work contemplated or furnish the
materials required. All such prices shall be written legibly. In case of discrepancy
between price written in words and the price written in numerals, the price most
advantageous to the City shall govern.
If a proposal is submitted by an individual, his or her name must be signed by him (her)
or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or
partnership, the name and address of each member of the firm, association, or partnership,
or by person duly authorized. If a proposal is submitted by a company or corporation, the
company or corporation name and business address must be given, and the proposal
signed by an official or duly authorized agent. The corporate seal must be affixed. Power
C2-2(2)
of Attorney authorizing agents or others to sign proposal must be properly certified and
must be in writing and submitted with the proposal.
C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any
alteration of words or figures, additions not called for, conditional or uncalled for
alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any
items. Proposal tendered or delivered after the official time designated for receipt of
proposal shall be returned to the Bidder unopened.
C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a
"Proposal Security" of the character and the amount indicated in the "Notice to Bidders"
and the "Proposal." The Bid Security is required by the Owner as evidence of good faith
on the part of the Bidder, and by way of a guaranty that if awarded the contract, the
Bidder will within the required time execute a formal contract and furnish the required
performance and other bonds. The bid security of the three lowest bidders will be retained
until the contract is awarded or other disposition is made thereof. The bid security of all
other bidders may be returned promptly after the canvass of bids.
C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is
delivered, accompanied by its proper Bid Security, to the City Manager or his
representative in the official place of business as set forth in the "Notice to Bidders." It is
the Bidder's sole responsibility to deliver the proposal at the proper time to the proper
place. The mere fact that a proposal was dispatched will not be considered. The Bidder
must have the proposal actually delivered. Each proposal shall be in a sealed envelope
plainly marker with the word "PROPOSAL," and the name or description of the project
as designated in the "Notice to Bidders." The envelope shall be addressed to the City
Manager, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City
Manager cannot be withdrawn prior to the time set for opening proposals. A request for
non-consideration must be made in writing, addressed to the City Manager, and filed with
him prior to the time set for opening of proposals. After all proposals not requested for
non-consideration are opened and publicly read aloud, the proposals for which non-
consideration requests have been properly filed Maj, at the option of the Owner, be
returned unopened.
C2-2.9 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify
his proposal by telegraphic communication at any time prior to the time set for opening
proposals, provided such telegraphic communication is received by the City Manager
prior to the said proposal opening time, and provided further, that the City Manager is
satisfied that a written and duly authenticated confirmation of such telegraphic
communication over the signature of the bidder was mailed prior to the proposal opening
time. If such confirmation is not received within forty-eight (48) hours after the proposal
opening time,no further consideration will be given to the proposal.
C2-2(3)
C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly
filed and for which no "Non-consideration Request" has been received will be publicly
opened and read aloud by the City Manager or his authorized representative at the time
and place indicated in the"Notice to Bidders."All proposals which have been opened and
read will remain on file with the Owner until the contract has been awarded. Bidders or
their authorized representatives are invited to be present for the opening of bids.
C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if
they show any omissions, alterations of form, additions, or conditions not called for,
unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves
the right to waive any all irregularities and to make the award of the contract to the best
interest of the City. Tendering a proposal after the closing hour is an irregularity which
can not be waived.
C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their
proposals not considered for any of,but not limited to, the following reasons:
a) Reasons for believing that collusion exists among bidders.
b) Reasonable grounds for believing that any bidder is interested in more than
one proposal for work contemplated.
C) The bidder being interested in any litigation against the Owner or where
the Owner may have a claim against or be engaged in litigation against the
bidder.
d) The bidder being in arrears on any existing contract or having defaulted on
a previous contract.
e) The bidder having performed a prior contract in an unsatisfactory manner.
f) Lack of competency as revealed by financial statement, experience
statement, equipment schedule, and such inquiries as the Owner may see
fit to make.
g) Uncompleted work which, in the judgment of the Owner, will prevent or
hinder the prompt completion of additional work if awarded.
h) The bidder not filing with the Owner, one week in advance of the hour of
the opening of proposals the following:
1. Financial Statement showing the financial condition of the bidder t
as specified in Part"A"- Special Instructions
2. A current experience record showing especially the projects of a
nature similar to the one under consideration, which have been
successfully completed by the Bidder.
3. An equipment schedule showing the equipment the bidder has
available for use on the project. .r
The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified M,
under the requirements stated herein, shall be set aside and not opened.
C2-2(4) i
PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and
read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities
shown in the proposal, and the application of such formulas or other methods of bringing
items to a common basis as may be established in the Contract Documents.
The total obtained by taking the sum of the products of the unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the ward of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as may be considered for the best interest of the
Owner.
C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request,
complete and accurate information regarding actual work performed by a Minority
Business Enterprise (MBE) and/or a Woman-owned Business Enterprise (WBE) on the
contract and the payment therefor. Contractor further agrees, upon request by the Owner,
to allow and audit and/or an examination of any books, records, or files in the possession
of the Contractor that will substantiate the actual work performed by an MWE or WBE.
Any material misrepresentation of any nature will be grounds for termination of the
contract and for initiating any action under appropriate federal, state or local laws and
ordinances relating to false statements; further, any such misrepresentation may be
grounds for disqualification of Contractor at Owner's discretion for bidding on future
Contracts with the Owner for a period of time of not less than six (6) months.
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with
Current City Ordinances prohibiting discrimination in employment practices. The
Contractor shall post the required notice to that effect on the project site, and at his
request, will be provided assistance by the City of Fort Worth's Equal Employment
Officer who will refer any qualified applicant he may have on file in his office to the
Contractor. Appropriate notices may be acquired from the Equal Employment Officer.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the
Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on
which the proposals were opened.
C3-3 (1)
C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final
action on the proposals for a reasonable time, not to exceed forty-five (45) days after the
date of opening proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the proposed awardee.
The award of the contract, if award is made, will be to the lowest and best remonsive
bidder.
The award of the contract shall not become effective until the Owner has notified the
Contractor in writing of such award.
C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals
have been determined for comparison of bids, the Owner may, at its discretion, return the
proposal security which accompanied the proposals which, in its judgment, would not be
considered for the award. All other proposal securities, usually those of the three lowest
bidders, will be retained by the Owner until the required contract has been executed and
bond furnished or the Owner has otherwise disposed of the bids, after which they will be
returned by the City Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the
Contractor shall furnish to, and file with the owner in the amounts herein required, the
following bonds:
a. PERFORMANCE BOND: A good and sufficient performance bond in
the amount of not less than 100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise, guaranteeing the full
and faithful execution of the work and performance of the contract, and for
the protection of the Owner and all other persons against damage by
reason of negligence of the Contractor, or improper execution of the work
or use of inferior materials. This performance bond shall guarantee the
payment for all labor, materials, equipment, supplies, and services used in
the construction of the work, and shall remain in full force and effect until
provisions as above stipulated are accomplished and final payment is made
on the project by the City.
b. MAINTENANCE BOND: A good and sufficient maintenance bond, in _
the amount of not less than 100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful performance of the general guaranty which is set
forth in paragraph C8-8.10.
C. PAYMENT BOND: A good and sufficient payment bond, in the
amount of not less than 100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful payment of all claimants as defined in Article
C3-3 (2)
H.
5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill
344, Acts 56th Legislature, Regular Session, 1959, effective April 27,
1959, and/or the latest version thereof, supplying labor and materials in the
prosecution of the work provided for in the contract being constructed
a under these specifications. Payment Bond shall remain in force until all
payments as above stipulated are made.
d. OTHER BONDS: Such other bonds as may be required by these
Contract Documents shall be furnished by the Contractor.
No sureties will be accepted by the Owner which are at the time in default or delinquent
on any bonds or which are interested in any litigation against the Owner. All bonds shall
be made on the forms furnished by the Owner and shall be executed by an approved
' surety company doing business in the City of Fort Worth, Texas, and which is acceptable
to the Owner. In order to be acceptable, the name of the surety shall be included on the
current U.S. Treasury list of acceptable sureties, and the amount of bond written by any
one acceptable company shall not exceed the amount shown on the Treasury list for that
company. Each bond shall be properly executed by both the Contractor and Surety
Company.
Should any surety on the contract be determined unsatisfactory at any time by the Owner,
notice will be given the Contractor to that effect and the Contractor shall immediately
provide a new surety satisfactory to the Owner. No payment will be made under the
contract until the new surety or sureties, as required, have qualified and have been
accepted by the Owner. The contract shall not be operative nor will any payments be due
or paid until approval of the bonds by the Owner.
C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has
appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute
and file with the Owner, the Contract and such bonds as may be required in the Contract
® Documents.
No Contract shall be binding upon the Owner until it has been attested by the City
Secretary, approved as to form and legality by the City Attorney, and executed for the
Owner by either the Mayor or City Manager.
C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to
execute the required bond or bonds or to sign the required contract within ten (10) days
after the contract is awarded shall be considered by the owner as an abandonment of his
proposal, and the owner may annual the Award. By reason of the uncertainty of the
market prices of material and labor, and it being impracticable and difficult to accurately
determine the amount of damages occurring to the owner by reason of said awardee's
failure to execute said bonds and contract within ten (10) days, the proposal security
accompanying the proposal shall be the agreed amount of damages which the Owner will
C3-3 (3)
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suffer by reason of such failure on the part of the Awardee and shall thereupon
immediately by forfeited to the Owner.
The filing of a proposal will be considered as acceptance of this provision by the Bidder.
C-3-3.10 BEGINNING WORK: The Contractor shall not commence work until
authorized in writing to do so by the Owner. Should the Contractor fail to commence
work at the site of the project within the time stipulated in the written authorization
usually termed "Work Order" or "Proceed Order", it is agreed that the Surety Company
will, within ten (10) days after the commencement date set forth in such written
authorization, commence the physical execution of the contract.
C3-3.11 INSURANCE: The Contractor shall not commence work under this
contract until he has obtained all insurance required under the Contract Documents, and
such insurance has been approved by the Owner. The prime Contractor shall be
responsible for delivering to the Owner the sub-contractor's certificate of insurance for
approval. The prime Contractor shall indicate on the certificate of insurance included in
the documents for execution whether or not his insurance covers sub-contractors. It is the
intention of the Owner that the insurance coverage required herein shall include the
coverage of all sub-contractors.
a. COMPENSATION INSURANCE: The Contractor shall maintain,
during the life of this contract, Worker's Compensation Insurance on all of
his employees to be engaged in work on the project under this contract,
and for all sub-contractors. In case any class of employees engaged in
hazardous work on the project under this contract is not protected under
the Worker's Compensation Statute, the Contractor shall provide adequate
employer's general liability insurance for the protection of such of his �.
employees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
Contractor Shall procure and shall maintain during the life of this contract,
Comprehensive General Liability Insurance (Public Liability and Property
Damage Insurance) in the amount not less than $500,000 covering each
occurrence on account of bodily injury, including death, and in an amount
not less than $500,000 covering each occurrence on account of property
damage with$2,000,000 umbrella policy coverage. map
C. ADDITIONAL LIABILITY: The Contractor shall furnish
insurance as a separate policies or by additional endorsement to one of the
above-mentioned policies, and in the amount as set forth for public
liability and property damage, the following insurance:
1. Contingent Liability(covers General Contractor's Liability for acts
of sub-contractors).
C3-3 (4) '�
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2. Blasting, prior to any blasting being done.
3. Collapse of buildings or structures adjacent to excavation (,if
excavation are performed adjacent to same).
4. Damage to underground utilities for$500,000.
5. Builder's risk(where above-ground structures are involved.
6. Contractual Liability (covers all indemnification requirements of
Contract).
d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maintain during the life of
this Contract, Comprehensive Automobile Liability Insurance in an
amount not less than $250,000 for injuries including accidental death to
any one person and subject to the same limit for each person an amount
not less than $500,000 on account of one accident, and automobile
property damage insurance in an amount not less than $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance
required under the above paragraphs shall provide adequate protection for
the Contractor and his sub-contractors, respectively, against damage
claims which may arise from operations under this contract, whether such
operations be by the insured or by anyone directly or indirectly employed
by him, and also against any of the following special hazards which may
be encountered in the performance of the Contract.
f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish
the owner with satisfactory proof of coverage by insurance required in
- these Contract Documents in the amounts and by carriers satisfactory to
the Owner. (Sample attached.) All insurance requirements made upon the
Contractor shall apply to the sub-contractors, should the Prime
*� Contractor's insurance not cover the sub-contractor's work operations.
g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance
and bonding companies with whom the Contractor's insurance and
C3-3 (5)
performance, payment, maintenance and all such other bonds are written,
shall be represented by an agent or agents having an office located within
the city limits of the City of Fort Worth. Tarrant County, Texas. Each such
agent shall be a duly qualified, one upon whom authority and power to act
on behalf of the insurance and/or bonding company to negotiate and settle
with the City of Fort Worth, or any other claimant, and claims that the City
of Fort Worth or other claimant or any property owner who has been
damaged, may have against the Contractor, insurance, and/or bonding
company. If the local insurance representative is not so empowered by the
insurance or bonding companies, then such authority must be vested in a
local agent or claims officer residing in the Metroplex, the Fort Worth-
Dallas area. The name of the agent, or agents shall be set forth on all such
bonds and certificates of insurance.
C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor
shall pay for all materials, labor and services when due.
C3-3.13 WEEKLY PAYROLLS: A certified copy of each payroll covering payment
of wages to all persons engaged in work on the project at the site of the project shall be
famished to the Owner's representative within seven (7) days after the close of each
payroll period. A copy or copies of the applicable minimum wage rates as set forth in the
Contract Documents shall be kept posted in a conspicuous place at the site of the project
at all times during the course of the Contract. Copies of the wage rates will be furnished
the Contractor, by the Owner; however, posting and protection of the wage rates shall be
the responsibility of the Contractor. ._
C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
whether a person, persons, partnership, company, firm, association, corporation or other
who is approved to do business with and enters into a contract with the City for
construction of water and/or sanitary sewer facilities, will have or shall establish a fully
operational business office within the Fort Worth-Dallas metropolitan area. The
Contractor shall charge, delegate, or assign this office (or he may delegate his Project
Superintendent) with full authority to transact all business actions required in the
performance of the Contract. This local authority shall be made responsible to act for the
Contractor in all matters made responsible to act for the Contractor in all matters
pertaining to the work governed by the Contract whether it be administrative or other
wise and as such shall be empowered, thus delegated and directed, to settle all material,
labor or other expenditure, all claims against work or any other mater associated such as
maintaining adequate and appropriate insurance or security coverage for the project. Such
local authority for the administration of the work under the Contract shall be maintained
until all business transactions executed as part of the Contract are complete.
Should the Contractor's principal base of operations be other than in the Fort Worth- E
Dallas metropolitan area, notification of the Contractor's assignment of local authority
shall be made in writing to the Engineer in advance of any work on the project, all
CM (6) �"
appropriately signed and sealed, as applicable, by the Contractor's responsible offices
with the understanding that this written assignment of authority to the local representative
shall become part of the project Contract as though bound directly into the project
documents. The intent of these requirements is that all matters associated with the
Contractor's administration, whether it be oriented in furthering the work, or other, be
governed direct by local authority. This same requirement is imposed on insurance and
surety coverage. Should the Contractor's local representative fail to perform to the
satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such
local representative be replaced and the Engineer may, at his sole discretion, stop all work
until a new local authority satisfactory to the Engineer is assigned. No credit of working
time will be allowed for periods in which work stoppages are in effect for this reason.
C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant
County, Texas.
C3-3 (7)
PART C - GENERAL CONDITIONS
C44 SCOPE OF WORK
SECTION C44 SCOPE OF WORK
C44.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these
Contract Documents to provide for a complete, useful project which the Contractor
undertakes to construct or furnish, all in full compliance with the requirements and intent
of the Contract Documents. It is definitely understood that the Contractor shall do all
work as provided for in the Contract Documents, shall do all extra or special work as may
be considered by the Owner as necessary to complete the project in a satisfactory and
acceptable manner. The Contractor shall, unless otherwise specifically stated in these
�. Contract Documents, furnish all labor, tools, materials, machinery, equipment, special
services, and incidentals necessary to the prosecution and completion of the project.
PM C44.2 SPECIAL PROVISIONS: Should any work or- conditions which are not
thoroughly and satisfactorily stipulated or covered by General or Special Conditions of
these Contract Documents be anticipated, or should there be any additional proposed
work which is not covered by these Contract Documents, the "Special Provisions"
covering all such work will be prepared by the Owner previous to the time of receiving
bids or proposals for any such work and furnished to the Bidder in the form of Addenda.
All such "Special Provisions" shall be considered to be part of the Contract Documents
just as though they were originally written therein.
C44.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right
to alter the quantities of the work to be performed or to extend or shorten the
improvements at any time when and as found to be necessary, and the Contractor shall
perform the work as altered, increased or decreased at the unit prices. Such increased or
decreased quantity shall not be more than twenty-five (25) percent of the contemplated
quantity of such item or items. When such changes increase or decrease the original
quantity of any item or items of work to be done or materials to be furnished by the 25
percent or more, then either party to the contract shall upon written request to the other
party be entitled to a revised consideration upon that portion of the work above or below
the 25 percent of the original quantity stated in the proposal; such revised consideration
to be determined by special agreement or as hereinafter provided for "Extra Work." No
allowance will be made for any changes in anticipated profits not shall such changes be
considered as waiving or invalidating any conditions or provisions of the Contract
Documents.
Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted
herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but not to
the various depth categories.
C4-4 (1)
C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the
owner reserves the right to make such changes in the Contract Documents and in the
character or quantities of the work as may be necessary or desirable to insure completion
in the most satisfactory manner, provided such changes do not materially alter the
original Contract Documents or change the general nature of the project as a whole. Such
changes shall not be considered as waiving or invalidating any condition or provision of
the Contract Documents.
C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations
of the Contract Documents or of quantities or for other reasons for which no prices are
provided in the Contract Documents, shall be defined as "Extra Work" and shall be
performed by the Contractor in accordance with these Contract Documents or approved
additions thereto; provided however, that before any extra work is begun a "Change
order" shall be executed or written order issued by the Owner to do the work for
payments or credits as shall be determined by one or more combination of the following
methods:
a. Unit bid price previously approved.
b. An agreed lump sum.
C. The actual reasonable cost of(1) labor, (2)rental of equipment used on the
extra work for the time so used at Associated General Contractors of
America current equipment rental rates, (3) materials entering
permanently into the project, and (4) actual cost of insurance, bonds, and
social security as determined by the Owner, plus a fixed fee to be agreed
upon but not to exceed 10 percent of the actual cost of such extra work.
The fixed fee is not to include any additional profit to the Contractor for
rental of equipment owner by him and used for extra work. The fee shall
be full and complete compensation to cover the cost of superintendence,
overhead, other profit, general and all other expense not included in (1),
(2), (3), and (4) above. The Contractor shall keep accurate cost records on
the form and in the method suggested by the Owner and shall give the
Owner access to all accounts, bills, vouchers, and records relating to the
Extra Work.
No "Change Order" shall become effective until it has been approved and signed by each
of the Contracting Parties.
No claim for Extra Work of any kind will be allowed unless ordered in writing by the
Owner. In case any orders or instructions, either oral or written, appear to the Contractor
to involve Extra Work for which he should receive compensation, he shall make written
request to the Engineer for written orders authorizing such Extra Work, prior to
beginning such work.
C4-4(2)
R
Should a difference arise as to what does or dose not constitute Extra Work, or as to the
payment thereof, and the Engineer insists upon its performance, the Contractor shall
R proceed with the work after making written request for written orders and shall keep
accurate account of the actual reasonable cost thereof as provided under method (Item Q.
Claims for extra work will not be paid unless the Contractor shall file his claim with the
Owner within five (5) days before the time for making the first estimate after such work '
is done and unless the claim is supported by satisfactory vouchers and certified payrolls
covering all labor and materials expended upon said Extra Work.
The Contractor shall furnish the Owner such installation records of all deviations from
the original Contract Documents as may be necessary to enable the Owner to prepare for
permanent record a corrected set of plans showing the actual installation.
The compensation agreed upon for "Extra Work" whether or not initiated by a "Change
Order" shall be a full, complete and final payment for all costs Contractor incurs as a
result or relating to the change or extra work, whether said costs are known, unknown,
foreseen or unforeseen at that time, including without limitation, any costs for delay,
extended overhead, ripple or impact cost, or any other effect on changed or unchanged
work as a result of the change or extra work.
C4-4.6 SCHEDULE OF OPERATION: Before commencing any work under this
contract, the Contractor shall submit to the Owner and receive the Owner's approval
thereof, a "Schedule of Operations," showing by a straight line method the date of
commencing and finishing each of the major elements of the Contract. There shall be also
shown the estimated monthly cost of work for which estimates are to be expected. There
R shall be presented also a composite graph showing the anticipated progress of
construction with the time being plotted horizontally and percentage of completion
plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at
least five black or blue line prints shall be furnished to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES:
Within ten (10) days prior to submission of the first monthly progress payment, the
Contractor shall prepare and submit to the owner for approval six copies of the schedule
in which the Contractor proposes to carry on activities (including procurement of
materials, plans, and equipment) and the contemplated dates for completing the same.
The schedule shall be in the form of a time schedule Critical Path Method (CPM)
network diagram. As the work progresses, the Contractor shall enter on the diagram the
actual progress at the end of each partial payment period or at such intervals as directed
by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments
in contract time approved by the Engineer. Three copies of the updated schedule shall be
delivered at such intervals as directed by the Engineer.
As a minimum, the construction schedule shall incorporate all work elements and
activities indicated in the proposal and in the technical specifications.
PM
on C4-4(3)
Prior to the final drafting of the detailed construction schedule, the Contractor shall
review the draft schedule with the Engineer to ensure the Contractor's understanding of
the contract requirements.
The following guidelines shall be adhered to in preparing the construction schedule:
a. Milestone dates and final project completion dates shall be developed to
conform to the time constraints, sequencing requirements and completion
time.
b. The construction progress shall be divided into activities with time
durations of approximately fourteen days (14) days and construction
values not to exceed $50,000. Fabrication, delivery and submittal activities
are exceptions to this guideline.
C. Durations shall be in calendar days and normal holidays and weather
conditions over the duration of the contract shall be accounted for within
the duration of each activity.
d. One critical path shall be shown on the construction schedule.
e. Float time is defined as the amount of time between the earliest start date
and the latest start date of a chain of activities of the CPM construction
schedule. Float time is not for the exclusive use or benefit of either the
Contractor or the Owner.
f. Thirty days shall be used for submittal review unless otherwise specified.
The construction schedule shall as a minimum, be divided into general categories as
indicated in the Proposal and Technical Specifications and each general category shall be
broken down into activities in enough detail to achieve activities of approximately
fourteen(14)days duration.
For each general category, the construction schedule shall identify all trades or
subcontracts whose work is represented by activities that follow the guidelines of this
Section.
For each of the trades or subcontracts, the construction schedule shall indicate the
following procurements, construction and preacceptance activities and events in their
logical sequence for equipment and materials.
1. Preparation and transmittal of submittals
2. Submittal review periods.
3. Shop fabrication and delivery.
C4-4(4)
UM
4. Erection or installation.
5. Transmittal of manufacturer's operation and maintenance instructions.
6. Installed equipment and materials testing.
7. Owner's operator instruction(if applicable).
8. Final inspection.
9. Operational testing.
If, in the opinion of the Owner, work accomplished falls behind that scheduled, the
Contractor shall take such action as necessary to improve his progress. In addition, the
Owner may require the Contractor to submit a revised schedule demonstrating his
program and proposed plan to make up lag in scheduled progress and to insure
completion of the work within the contract time. If the owner finds the proposed plan not
acceptable, he may require the Contractor to increase the work force, the construction
plant and equipment, the number of work shifts or overtime operations without additional
cost to the Owner.
Failure of the Contractor to comply with these requirements shall be considered grounds
for determination by the Owner that the Contractor is failing to prosecute the work with
diligence as will insure its completion within the time specified.
C4-4(5)
W
R•
PART C - GENERAL CONDITIONS
C5-5 CONTROL OF WORK AND
go MATERIALS
..
SECTION C5-5 CONTROL OF WORK AND MATERIALS
C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the
satisfaction of the Engineer and in strict compliance with the Contract Documents. The
Engineer shall decide all questions which arise as to the quality and acceptability of the
materials furnished, work performed,rate of progress of the work, overall sequence of the
construction, interpretation of the Contract Documents, acceptable fulfillment of the
Contract, compensation, mutual rights between Contractor and Owner under these
Contract Documents, supervision of the work, resumption of operations, and all other
questions or disputes which may arise. Engineer will not be responsible for Contractor's
FV means, methods, techniques, sequence or procedures of construction, or the safety
precaution and programs incident thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance with the contract documents.
The Engineer shall determine the amount and quality of the work completed and
materials furnished, and his decisions and estimates shall be final. His estimates in such
event shall be a condition to the right of the Contractor to receive money due him under
the Contract. The Owner shall have executive authority to enforce and make effective
such necessary decisions and orders as the Contractor fails to carry out promptly.
In the event of any dispute between the Engineer and Contractor over the decision of the
Engineer on any such matters, the Engineer must, within a reasonable time, upon written
request of the Contractor, render and deliver to both the owner and Contractor, a written
decision on the matter in controversy.
C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall
conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or
any other requirements other wise described in the Contract Documents. Any deviation
from the approved Contract Documents required by the Engineer during construction will
in all cases be determined by the Engineer and authorized by the Owner by Change
Order.
C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract
Documents are made up of several sections, which, taken together, are intended to
describe and provide for a complete and useful project, and any requirements appearing
in one of the sections is as binding as though it occurred in all sections. In case of
_ discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern
over specifications, special conditions shall govern over general conditions and standard
specification, and quantities shown on the plans shall govern over those shown in the
proposal. The Contractor shall not take advantage of any apparent error or omission in
C5-5 (1)
the Contract Documents, and the owner shall be permitted to make such corrections or
interpretations as may be deemed necessary for fulfillment of the intent of the Contract
Documents. In the event the Contractor discovers an apparent error or discrepancy, he
shall immediately call this condition to the attention of the Engineer. In the event of a
conflict in drawings, specifications, or other portions of the Contract Documents which
were not reported prior to the award of Contract, the Contractor shall be deemed to have
quoted the most expensive resolution of the conflict.
C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished
with three sets of Contract Documents and shall have available on the site of the project
at all times, one set of such Contract Documents.
The Contractor shall give to the work the constant attention necessary to facilitate the
progress thereof and shall cooperate with the Engineer, his inspector, and other
Contractors in every possible way.
The Contractor shall at all times have competent personnel available to the project site for
proper performance of the work. The Contractor shall provide and maintain at all times at
the site of the project a competent, English-speaking superintendent and an assistant who
are fully authorized to act as the Contractor's agent on the work. Such superintendent and
his assistant shall be capable of reading and understanding the Contract Documents and
shall receive and fulfill instructions from the Owner, the Engineer, or his authorized
representatives. Pursuant to this responsibility of the Contractor, the Contractor shall
designate in writing to the project superintendent, to act as the Contractor's agent on the
work. Such assistant project superintendent shall be a resident of Tarrant County, Texas,
and shall be subject to call, as is the project superintendent, at any time of the day or
night on any day of the week on which the Engineer determines that circumstances
require the presence on the project site of a representative of the Contractor to adequately
provide for the safety or convenience of the traveling public or the owners of property
across which the project exte-ds or the safety of the property contiguous to the project
routing.
The Contractor shall provide all facilities to enable the Engineer and his inspector to
examine and inspect the workmanship and materials entering into the work.
C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion
of the Owner or Engineer, a condition of emergency exists related to any part of the
work, the Contractor, or the Contractor through his designated representative, shall -
respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the
emergency condition. Such a response shall occur day or night, whether the project is
scheduled on a calendar-day or a working-day basis.
Should the Contractor fail to respond to a request from the Engineer to rectify any
discrepancies, omissions, or correction necessary to conform with the requirements of the
project specifications or plans, the Engineer shall give the Contractor written notice that
such work or changes are to be performed. The written notice shall direct attention to the
C5-5 (2)
discrepant condition and request the Contractor to take remedial action to correct the
condition. In the event the Contractor does not take positive steps to fulfill this written
request, or does not shoe just cause for not taking the proper action, within 24 hours, the
City may take such remedial action with City forces or by contract. The City shall deduct
an amount equal to the entire costs for such remedial action, plus 25%, from any funds
due the Contractor on the project.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an
adequate field office for use of the Engineer, if specifically called for. The field office
shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air
conditioned, lighted, and weather proof, so that documents will not be damaged by the
elements.
C5-5.7 CONTRUCTION STAKES: The City, through its Engineer, will furnish
the Contractor with all lines, grades, and measurements necessary to the proper
prosecution and control of the work contracted under these Contract Documents, and
lines, grades and measurements will be established by means of stakes or other customary
method of marking as may be found consistent with good practice.
These stakes or markings shall be set sufficiently in advance of construction operations to
avoid delay. Such stakes or markings as may be established for Contractor's use or
guidance shall be preserved by the Contractor until he is authorized by the Engineer to
remove them. Whenever, in the opinion of the Engineer, any stakes or markings have
been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of
his employees, the full cost of replacing such stakes or marks plus 25% will be charged
against the Contractor, and the full amount will be deducted from payment due the
Contractor.
w C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTOR: City Inspectors will
be authorized to inspect all work done and to be done and all materials furnished. Such
inspection may extend to all or any part of the work, and the preparation or
manufacturing of the materials to be used or equipment to be installed. A City Inspector
may be stationed on the work to report to the Engineer as to the progress of the work and
the manner in which it is being performed, to report any evidence that the materials being
furnished or the work being performed by the Contractor fails to fulfill the requirements
of the Contract Documents, and to call the attention of the Contractor to any such failure
or other infringements. Such inspection or lack of inspection will not relieve the
Contractor from any obligation to perform the work in accordance with the requirements
of the Contract Documents. In case of any dispute arising between the Contractor and the
City Inspector as to the materials or equipment furnished or the manner of performing the
work, the City Inspector will have the authority to reject materials or equipment, and/or
to suspend work until the question at issue can be referred to and decided by the
Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or
release any requirement of these Contract Documents, nor to approve or accept any
portion or section of the work, nor to issue any instructions contrary tot he requirement s
of the Contract Documents. The City Inspector will in no case act as superintendent or
C5-5 (3)
foreman or perform any other duties for the Contractor, or interfere with the management
or operation of the work. He will not accept from the Contractor any compensation in any
form for performing any duties. The Contractor shall regard and obey the directions and
instructions of the City Inspector or Engineer when the same are consistent with the
obligations of the Contract Documents of the Contract Documents, provided, however,
should the Contractor object to any orders or instructions or the City Inspector, the
Contractor may within six days make written appeal to the Engineer for his decision on
the matter in Controversy.
C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every
reasonable facility for ascertaining whether or not the work as performed is in accordance
with the requirements of the Contract Documents. If the Engineer so requests, the
Contractor shall, at any time before acceptance of the work, remove or uncover such
portion of the finished work as may be directed. After examination, the Contractor shall
restore said portions of the work to the standard required by the Contract Documents.
Should the work exposed or examined prove acceptable, the uncovering or removing and
replacing of the covering or making good of the parts removed shall be paid for as extra
work,but should Work so exposed or examined prove to be unacceptable, the uncovering
or removing and replacing of all adjacent defective or damaged parts shall be at the ..,
Contractor's expense. No work shall be done or materials used without suitable
supervision or inspection.
C5-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK: All
work, materials, or equipment which has been rejected shall be remedied or removed and
replaced in an acceptable manner by the Contractor at this expense. Work done beyond
the lines and grades given or as shown on the plans, except as herein specially provided,
or any Extra Work done without written authority, will be considered as unauthorized and
done at the expense of the Contractor and will not be paid for by the Owner. Work so
done may be ordered removed at the Contractor's expense. Upon the failure on the part of
the Contractor to comply with any order of the Engineer made under the provisions of
this paragraph, the Engineer will have the authority to cause defective work to be
remedied or removed and replaced and unauthorized work to be removed, and the cost
thereof may be deducted from any money due or to become due tot he Contractor. Failure
to require the removal of any defective or unauthorized work shall not constitute
acceptance of such work.
C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications,
law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that
is equal to any material or equipment specified, and if Contractor wishes to furnish or use
a proposed substitute, he shall, prior to the preconstruction conference, make written
application to ENGINEER for approval of such substitute certifying in writing that the
proposed substitute will perform adequately the function called for by the general design,
be similar and 'of equal substance to that specified and be suited to the same use and
capable of performing the same function as that specified ; and identifying all variations
of the proposed substitute from that specified and indicating available maintenance
C5-5 (4)
service. No substitute shall be ordered or installed without written approval of Engineer
who will be the judge of the equality and may require Contractor to furnish such other
data about the proposed substitute as he considers pertinent. No substitute shall be
ordered or installed without such performance guarantee and bonds as Owner may
w
require which shall be furnished at Contractor's expense. Contractor shall indemnify and
hold harmless Owner and Engineer and anyone directly or indirectly employees by either
of them from and against the claims, damages, losses and expenses (including attorneys
fees) arising out of the use of substituted materials or equipment.
C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the
Engineer, or as called for in the Contract Documents, tests of materials or equipment are
necessary, such tests will be made at the expense of and paid for direct to the testing
agency by the Owner unless other wise specifically provided. The failure of the Owner to
make any tests of materials shall in no way relieve the contractor of his responsibility of
furnishing materials and equipment fully conforming to the requirements of the Contract
Documents. Tests and sampling of materials, unless otherwise specified, will be made in
accordance with the latest methods prescribed by the American Society for Testing
Materials or specific requirements of the Owner. The Contractor shall provide such
facilities as the Engineer may require for collecting and forwarding samples and shall not,
without specific written permission of the Engineer, use materials represented by the
samples until tests have been made and the materials approved for use. The Contractor
will furnish adequate samples without charge to the Owner.
In case of concrete, the aggregates, design minimum, and the mixing and transporting
equipment shall be approved by the Engineer before any concrete is placed, and the
�* Contractor shall be responsible for replacing any concrete which does not meet the
requirements of the Contract Documents. Tests shall be made at least 9 days prior to the
placing of concrete, using samples from the same aggregate, cement, and mortar which
- are to be used later in the concrete. Should the source of supply change,new tests shall be
made prior to the use of new materials.
CS-5.13 STORAGE OF MATERIALS: All materials which are to be used in the
construction contract shall be stored so as to insure the preservation of quality and fitness
of the work. When directed by the Engineer, they shall be placed on wooden platforms or
other hard, clean durable surfaces and not on the ground, and shall be placed under cover
when directed. Stored materials shall be placed and located so as to facilitate prompt
inspection.
C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions
shown on the plans relative to the existing utilities are based on the best information
available. Omission from, the inclusion of utility locations on the Plans is not to be
considered as nonexistence of, or a definite location of, existing underground utilities.
The location of many gas mains, water mains, conduits, sewer lines and service lines for
all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for
failure to show any or all such structures and utilities on the plans or to show them in
their exact location. It is mutually agreed that such failure will not be considered
C5-5 (5)
i
sufficient basis for claims for additional compensation for Extra Work or for increasing
the pay quantities in any manner whatsoever,unless an obstruction encountered is such as
to necessitate changes in the lines and grades of considerable magnitude or requires the
building of special works, provision of which is not made in these Contract Documents,
in which case the provision in these Contract Documents for Extra Work shall apply.
It shall be the Contractor's responsibility to verify locations of the adjacent and/or
conflicting utilities sufficiently in advance of construction in order that he may negotiate
such local adjustments as necessary in the construction process to provide adequate
clearances. The Contractor shall take all necessary precautions in order to protect all
existing utilities, structures, and service lines. Verification of existing utilities, structures,
and service lines shall include notification of all utility companies at least forty-eight (48)
hours in advance of construction including exploratory excavation if necessary. All
verification of utilities and their adjustment shall be considered subsidiary work.
C5-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosecution of work where the
interruption of service is necessary, the Contractor, at least 24 hours in
advance, shall be required to:
1. Notify the Water Department's Distribution Division as to
location,time, and schedule of service interruption. t
2. Notify each customer personally through responsible personnel as
to the time and schedule of the interruption of their service, or
3. In the event that personal notification of a customer cannot be
made, a prepared tag form shall be attached to the customer's door
knob. The tag shall be durable in composition, and in large bold
letters shall say:
C5-5 (6)
"NOTICE"
Due to Utility Improvement in your neighborhood, your
(water) (sewer) service will be interrupted on
,. between the hours of and
This inconvenience will be as short as possible.
Thank You,
Contractor
Address Phone
b. Emergency: In the event that an unforeseen service interruption occurs,
notice shall be as above, but immediate.
C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through act or
neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall
suffer loss or damage of the work, the Contractor agrees to settle with such other
rContractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-
contractor shall assert any claim against the owner on account of damage alleged to have
been sustained, the owner will notify the Contractor, who shall indemnify and save
harmless the owner against any such claim.
C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on
the job site during the prosecution of the work under these Contract Documents shall be
accomplished in keeping with a daily routine established to the satisfaction of the
Engineer. Twenty-four (24) hours after written notice is given the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct
action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the
Contractor in the written notice, and the costs of such direct action, plus 25 % of such
costs, shall be deducted from the monies due or to become due to the Contractor.
Upon the completion of the project as a whole as covered by these Contract Documents,
and before final acceptance and final payment will be made, the Contractor shall clean
and remove from the site of the project all surplus and discarded materials, temporary
structures, and debris of every kind. He shall leave the site of all work in a neat and
orderly condition equal to that which originally existed. Surplus and waste materials
removed from the site of the work shall be disposed of at locations satisfactory to the
Engineer. The Contractor shall thoroughly clean all equipment and materials installed by
him and shall deliver over such materials and equipment in a bright, clean, polished and
new appearing condition. No extra compensation will be made to the Contractor for any
clean-up required on the project.
a
C5-5 (7)
C5-5.18 FINAL INSPECTION: Whenever the work provided for in and
contemplated under the Contract Documents has been satisfactorily completed and final
clean-up performed, the Engineer will notify the proper officials of the Owner and
request that a Final Inspection be made. Such inspection will be made within 10 days
after such notification. After such final inspection, if the work and materials and
equipment are found satisfactory, the Contractor will be notified in writing of the
acceptance of the same after the proper resolution has been passed by the City Council.
No time charge will be made against the Contractor between said date of notification of
the Engineer and the date of final inspection of the work.
C5-5 (8) !
PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
PE RESPONSIBILITY
SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and
comply with all Federal and State Laws and City ordinances and regulations which in any
way affect the conduct of the work or his operations, and shall observe and comply with
all orders, laws, ordinances and regulations which exist or which may be enacted later by
bodies having jurisdiction or authority for such enactment. No plea or misunderstanding
or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify
and save harmless the City and all of its officers, agents, and employees against any and
all claims or liability arising from or based on the violation of any such law, ordinance,
regulation, or order, whether it be by himself or his employees.
C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and
licenses, pay all charges, costs and fees, and give all notices necessary and incident to the
due and lawful prosecution of the work.
C6-6.3 PATENTED DEVICES, MATERIALS, AND PROCESSES: If the Contractor
is required or desires to use any design, device, material, or process covered by letter,
patent, or copyright, he shall provide for such use by suitable legal agreement with the
patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and
understood that without exception the contract price shall include all royalties or cost
rp arising from patents, trademarks, and copyrights in any way involved in the work. The
Contractor and his sureties shall indemnify and save harmless the Owner from any and all
claims for infringement by reason of the use of any such trade-mark or copyright in
connection with the work agreed to be performed under these Contract Documents, and
shall indemnify the Owner for any cost, expense, or damage which it may be obliged to
pay by reason of such infringement at any time during the prosecution of the work or after
completion of the work, provided, however, that the Owner will assume the responsibility
to defend any and all suits brought for the infringement of any patent claimed to be
infringed upon the design, type of construction or material or equipment specified in the
Contract Documents furnished the Contractor by the Owner, and to hold the Contractor
harmless on account of such suits.
C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce
among his employees such regulations in regard to cleanliness and disposal of garbage
and waste as will tend to prevent the inception and spread of infectious or contagious
diseases and to effectively prevent the creation of a nuisance about the work on any
property either public or private, and such regulations as are required by Law shall be put
into immediate force and effect by the Contractor. The necessary sanitary conveniences
for use of laborers on the work, properly secluded from public observation, shall be
constructed and maintained by the Contractor and their use shall be strictly enforced by
C6-6(1)
the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from
objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the
State of Texas and the City shall be strictly complied with.
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored
about the work shall be placed and used, and the work shall at all times be so conducted,
as to cause no greater obstruction or inconvenience to the public than is considered to be
absolutely necessary by the Engineer. The Contractor is required to maintain at all times
all phases of his work in such a manner as not to impair the safety or convenience of the
public, including, but not limited to, safe and convenient ingress and egress to the
property contiguous tot he work area. The Contractor shall make adequate provisions to -
render reasonable ingress and egress for normal vehicular traffic, except during actual
trenching or pipe installation operations, at all driveway crossings. Such provisions may
include bridging, placement or crushed stone or gravel or such other means of providing
proper ingress and egress for the property served by the driveway as the Engineer may
approve as appropriate. Such other means may include the diversion of driveway traffic,
with specific approval by the Engineer, If diversion of traffic is approved by the Engineer
at any location, the Contractor may make arrangements satisfactory to the Engineer for
the diversion of traffic, and shall, at his expense, provide all materials and perform all
work necessary for the construction and maintenance of roadways and bridges for such
diversion of traffic. Sidewalks must not be obstructed except by special permission of the
Engineer.
The materials excavated and the construction materials such as pipe used in construction
of the work shall be placed so as not to endanger the work or prevent free access to all
fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in
the vicinity. The Owner reserves the right to remedy any neglect on the part of the
Contractor as regards to public convenience and safety which may come to its attention,
after twenty-four hours notice in writing to the Contractor, save in cases of emergency
when it shall have the right to remedy any neglect without notice, and in either case, the
cost of such work or materials furnished by the Owner or by the City shall be deducted
from the monies due or to become due to the Contractor.
The Contractor, after approval of the Engineer, shall notify the Fire Department
Headquarters, Traffic Engineer, and Police Department, when any street or alley is
requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and
when so directed by the Engineer, shall keep any street, streets, or highways in condition #"
for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire
Department Headquarters when all such obstructed streets, alleys, or hydrants are placed
back in service.
Where the Contractor is required to construct temporary bridges or make other
arrangements for crossing over ditches or streams, his responsibility for accidents in
connection with such crossings shall include the roadway approaches as well as the
structures of such crossings.
C6-6(2)
The Contractor shall at all times conduct his operation and use of construction machinery
R so as not to damage or destroy trees and scrubs located in close proximity to or on the site
of the work. Wherever any such damage may be done, the Contractor shall immediately
satisfy all claims of property owners, and no payment will be made by the Owner in
settlement of such claims. The Contractor shall file with the Engineer a written statement
showing all such claims adjusted.
P0
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
RIGHT-OF-WAY: For the performance of the contract, the Contractor will be
,. permitted to use and occupy such portions of the public streets and alleys, or other public
places or other rights-of-way as provided for in the ordinances of the City, as shown in
the Contract Documents, or as may be specifically authorized in writing by the Engineer.
a A reasonable amount of tools, materials, and equipment for construction purposes may be
stored in such space, but no more than is necessary to avoid delay in the construction
operations. Excavated and waste materials shall be piled or staked in such a way as not to
interfere with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property. If the street is occupied by
railroad tracks, the work shall be carried on in such manner as not to interfere with the
operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may,
for all purposes required by the contract, enter upon the work and premises used by the
Contractor and shall be provided all reasonable facilities and assistance for the
completion of adjoining work. Any additional grounds desired by the Contractor for his
use shall be provided by him at his own cost and expense.
PE
C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way
of any railroad, the City will secure the necessary easement for the work. Where the
00 railroad tracks are to be crossed, the Contractor shall observe all the regulations and
instructions of the railroad company as to the methods of performing the work and take
all precautions for the safety of property and the public. Negotiations with the railway
— companies for the permits shall be done by and through the City. The Contractor shall
give the City Notice not less than five days prior to the time of his intentions to begin
work on that portion of the project which is related to the railway properties. The
Contractor will not be given extra compensation for such railway crossings unless
specifically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is
carried on in or adjacent to any street, alley, or public place, the Contractor shall at his
own expense furnish, erect, and maintain such barricades, fences, lights, and danger
signals, shall provide such watchman, and shall take all such other precautionary
measures for the protection of persons or property and of the work as are necessary.
Barricades and fences shall be painted in a color that will be visible at night. From sunset
to sunrise the Contractor shall furnish and maintain at least one easily visible burning
light at each barricade. A sufficient number of barricades shall be erected and maintained
to keep pedestrians away from, and vehicles from being driven on or into, any work under
C6-6(3)
construction or being maintained. The Contractor shall furnish watchmen and keep them
at their respective assignments in sufficient numbers to protect the work and prevent
accident or damage.
All installations and procedures shall be consistent with provisions set forth in the "1980
Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued
under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways",
codified as Article 6701d Veron's Civil Statues, pertinent section being Section Nos. 27,
29, 30 and 31.
The Contractor will not remove any regulatory sign, instructional sign, street name sign,
or other sign which has been erected by the City. If it is determined that a sign must be
removed to permit required construction, the Contractor shall contact the Transportation
and Public Works Department, Signs and Markings Division (phone number 871-8075),
to remove the sign. In case of regulatory signs, the Contractor must replace the permanent
sign with a temporary sign meeting the requirements of the above referred manual and
such temporary sign must be installed prior to the removal of the permanent sign. If the
temporary sign is not installed correctly or if it does not meet the required specifications,
the permanent sign shall be left in place until the temporary sign requirements are met.
When construction work is completed to the extent that the permanent sign can be re-
installed, the Contractor shall again contact the Signs and Markings Division to re-install
the permanent sign and shall leave his temporary sign in place until such re-installation is
completed.
The Contractor will be held responsible foe all damage to the work or the public due to
failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever
evidence is found of such damage to the work the Engineer may order the damaged
portion immediately removed and replaced by the Contractor at the Contractor's own
expense. The Contractor's responsibility for the maintenance of barricades, signs, fences
and lights, and for providing watchmen shall not cease until the project shall have been
completed and accepted by the Owner. -
No compensation, except as specifically provided in these Contract Documents, will be
paid to the Contractor for the Work and materials involved in the constructing,providing, `
and maintaining of barricades, signs, fences, and lights or salaries of watchmen, for the
subsequent removal and disposal of such barricades, signs, or for any other incidentals
necessary for the proper protection, safety, and convenience of the public during the
contract period, as this work is considered to be subsidiary to the several items for which
unit or lump sum prices are requested in the Proposal.
C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor
elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care
shall be exercised at all times so as not to endanger life or property. The Contractor shall
notify the proper representative of any public service corporation, any company,
individual, or utility, and the Owner,not less than twenty-four hours in advance of the use
C6-6(4)
of any activity which might damage or endanger their or his property along or adjacent to
the work.
Where the use of explosives is to be permitted on the project, as specified in the Special
Conditions Documents, or the use of explosives is requested, the Contractor shall submit
notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish
evidence that he has insurance coverage to protect against any damages and/or injuries
arising out of such use of explosives.
C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or
into private property, the Owner will provide such right-of-way or easement privileges, as
the City may deem necessary for the prosecution of the work. Any additional rights-of-
way or work area considered necessary by the Contractor shall be provided by him at his
expense. Such additional rights-of-way or work area shall be acquired for the benefit of
the City. The City shall be notified in writing as to the rights so acquired before work
begins in the affected area. The Contractor shall not enter upon private property for any
purpose without having previously obtained permission from the owner of such property.
The Contractor will not be allowed to store equipment or material on private property
unless and until the specified approval of the property owner has been secured in writing
by the Contractor and a copy furnished to the Engineer. Unless specifically provided
otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which
must be removed to make possible proper prosecution of the work as a part of the project
construction operations. The Contractor shall be responsible for the preservation of and
shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns,
fences, culverts, curbing, and all other types of structures or improvements, to all water,
sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof,
including the construction of temporary fences and to all other public or private property
adjacent to the work.
The Contractor shall notify the proper representatives of the owners or occupants of the
public or private lands of interest in lands which might be affected by the work. Such
notice shall be made at least 48 hours in advance of the beginning of the work. Notices
shall be applicable to both public and private utility companies or any corporation,
company, individual, or other, either as owners or occupants, whose land or interest in
land might be affected by the work. The Contractor shall be responsible for all damage or
injury to property of any character resulting from any act, omission, neglect, or
P0 misconduct in the manner or method or execution of the work, or at any time due to
defective work, material, or equipment.
4M When and where any direct or indirect or injury is done to public or private property on
account of any act, omission, neglect, or misconduct in the execution of the work, or in
consequence of non-execution thereof on the part of the Contractor, he shall restore or
have restored as his cost and expense such property to a condition at least equal to that
existing before such damage or injury was done, by repairing, rebuilding, or otherwise
C6-6(5)
replacing and restoring as may be directed by the Owner, or he shall make good such
damages or injury in a manner acceptable to the owner of the property and the Engineer.
All fences encountered and removed during construction of this project shall be restored
to the original or a better than original condition upon completion of this project. When
wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set
cross brace posts on either side of the permanent easement before the fence is cut. Should
additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the
point of the proposed cut in addition to the cross braced posts provided at the permanent
easements limits, before the fence is cut.
Temporary fencing shall be erected in place of the fencing removed whenever the work is
not in progress and when the site is vacated overnight, and/or at all times to prevent
livestock from entering the construction area. The cost for fence removal, temporary 'T
closures and replacement shall be subsidiary to the various items bid in the project
proposal. Therefore, no separate payment shall be allowed for any service associated with
this work.
In case of failure on the part of the Contractor to restore such property or to make good
such damage or injury, the Owner may, upon 48 hour written notice under ordinary
circumstances, and without notice when a nuisance or hazardous condition results,
proceed to repair, rebuild, or otherwise restore such property as may be determined by the
Owner to be necessary, and the cost thereby will be deducted from any monies due to or
to become due to the Contractor under this contract.
C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the
parties hereto that the Contractor shall perform all work and services hereunder as an
independent contractor, and not as an officer, agent, servant, or employee of the Owner.
Contractor shall have exclusive control of and exclusive right to control the details of all
work and services performed hereunder, and all persons performing the same, and shall
be solely responsible for the acts and omissions of its officers, agents, servants, °
employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat
superior shall not apply as between Owner and Contractor, its officers, agents, employees,
contractors and subcontractors, and nothing herein shall be construed as creating a
partnership or joint enterprise between Owner and Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor
covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its
officers, agents, servants, and employees from and against any and all claims or suits for
property damage or loss and/or personal injury, including death, to any and all persons, of
whatsoever kind or character, whether real or asserted, arising out of or in connection
with, directly or indirectly, the work and services to be performed hereunder by the
Contractor, its officers, agents, employees, contractors, subcontractors, licensees or
invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of
officers, agents, employees, contractors, subcontractors, licensees or invitees of the
C6-6(6)
Owner; and said Contractor does hereby covenant and agree to assume all liability and
responsibility of Owner, its officers, agents, servants, and employees for property damage
or loss, and/or personal injuries, including death, to any and all person of whatsoever kind
or character, whether real or asserted, arising out of or in connection with, directly or
indirectly, the work and services to be performed hereunder by the Contractor, its
officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or
not caused, in whole or in apart, by alleged negligence of officers, agents, employees,
contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise
covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and
against any and all injuries, loss or damages to property of the Owner during the
performance of any of the terms and conditions of this Contract, whether arising out of or
in connection with or resulting from, in whole or in apart, any and all alleged acts of
omission of officers, agents, employees, contractors, subcontractors, licensees, or invitees
of the Owner.
In the event a written claim for damages against the contractor or its subcontractors
remains unsettled at the time all work on the project has been completed to the
satisfaction of the Director of the Water Department, as evidenced by a final inspection,
final payment to the Contractor shall not be recommended to the Director of the Water
Department for a period of 30 days after the date of such final inspection, unless the
Contractor shall submit written evidence satisfactory to the Director that the claim has
been settled and a release has been obtained from the claimant involved.
If the claims concerned remains unsettled as of the expiration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final payment for work completed,
such semi-final payment to be in the amount equal to the total dollar amount then due less
the dollar value of any written claims pending against the Contractor arising out of
performance of such work, and such semi-final payment may then be recommended by
the Director.
The Director shall not recommend final payment to a Contractor against whom such a
claim for damages is outstanding for a period of six months following the date of the
acceptance of the work performed unless the Contractor submits evidence in writing
satisfactory tot he Director that:
1. The claim has been settled and a release has been obtained from the
claimant involved, or
2. Good faith efforts have been made to settle such outstanding claims, and
such good faith efforts have failed.
If condition (1) above is met at any time within the six month period, the Director shall
recommend that the final payment to the Contractor be made. If condition (2) above is
met at any time within the six month period, the Director may recommend that final
payment to the Contractor be made. At the expiration of the six month period, the
C6-6(?)
Director may recommend that final payment be made if all other work has been
performed and all other obligations of the Contractor have been met to the satisfaction of _
the Director.
The Director may, if he deems it appropriate, refuse to accept bids on other Water a
Department Contract work from a Contractor against whom a claim for damages is
outstanding as a result of work performed under a City Contract.
C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim
compensation foe any alleged damage by reason of the acts or omissions of the Owner, he
shall within three days after the actual sustaining of such alleged damage, make a written -
statement to the Engineer, setting out in detail the nature of the alleged damage, and on or
before the 25th day of the month succeeding that in which ant such damage is claimed to
have been sustained, the Contractor shall file with the Engineer an itemized statement of
the details and the amount of such alleged damage and, upon request, shall give the
Engineer access to all books of account, receipts, vouchers, bills of lading, and other
books or papers containing any evidence as to the amount of such alleged damage. Unless
such statements shall be filed as hereinabove required, the Contractor's claim for
compensation shall be waived, and he shall not be entitled to payment on account of such
damages. 4
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case
it is necessary to change, move, or alter in any manner the property of a public utility or -
others, the said property shall not be moved or interfered with until orders thereupon have
been issued by the Engineer. The right is reserved to the owners of public utilities to enter
the geographical limits of the Contract for the purpose of making such changes or repairs
to the property that may be necessary by the performance of this Contract.
C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing
sewer lines have to be taken up or removed, the Contractor shall, at his own expense and
cost, provide and maintain temporary outlets and connections for all private or public
drains and sewers. The Contractor shall also take care of all sewage and drainage which
will be received from these drains and sewers, and for this purpose he shall provide and
maintain, at his own cost and expense, adequate pumping facilities and temporary outlets
or divisions.
The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other
structures necessary, and be prepared at all times to dispose of drainage and sewage
received from these temporary connections until such times as the permanent connections
are built and are in service. The existing sewers and connections shall be kept in service
and maintained under the Contract, except when specified or ordered to be abandoned by
the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory
manner so that no nuisance is created and so that the work under construction will be
adequately protected.
i
C6-6(8)
4
ON
C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
CITY: When the Contractor desires to use City water in connection with any construction
work, he shall make complete and satisfactory arrangements with the Fort Worth City
Water Department for so doing.
City water furnished to the Contractor shall be delivered to the Contractor from a
connection on an existing City main. All piping required beyond the point of delivery
shall be installed by the Contractor at his own expense.
The Contractor's responsibility in the use of all existing fire hydrant and/or valves is
�* detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General
Contract Documents.
When meters are used to measure the water, the charges, if any, for water will be made at
the regular established rates. When meters are not used, the charges, if any, will be as
prescribed by the City ordinance, or where no ordinances applies, payment shall be made
on estimates and rates established by the Director of the Fort Worth Water Department.
C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the
opinion of the Engineer, any section or portion of the work or any structure is in suitable
condition, it may be put into use upon the written notice of the Engineer, and such usage
shall not be held to be in any way an acceptance of said work or structure or any part
thereof or as a waiver of any of the provisions of these Contract Documents. All
necessary repairs and removals of any section of the work so put into use, due to defective
materials or workmanship, equipment, or deficient operations on the part of the
Contractor, shall be performed by the Contractor at his expense.
.� C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written
acceptance by the Owner as provided for in these Contract Documents, the work shall be
under the charge and care of the Contractor, and he shall take every necessary precaution
- to prevent injury or damage to the work or any part thereof by action of the elements or
from any cause whatsoever, whether arising from the execution or nonexecution of the
work. The Contractor shall rebuild, repair, restore, and make good at his own expense all
injuries or damage to any portion of the work occasioned by any of the hereinabove
causes.
C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any
order by the Owner by payment of money or any payment for or acceptance of any work,
or any extension of time, or any possession taken by the City shall not operate as a waiver
of any provision of the Contract Documents. Any waiver of any breach or Contract shall
not be held to be a waiver of any other or subsequent breach.
The Owner reserves the right to correct any error that may be discovered in any estimate
that may have been paid and to adjust the same to meet the requirements of the Contract
Documents.
"' C6-6(9)
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the
provisions of these Contract Documents or in exercising any power of authority granted
thereunder, there shall be no liability upon the authorized representative of the Owner,
either personally or other wise as they are agents and representatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, and
organization which qualifies for exemption pursuant the provisions of Article 20.04 (H)
of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent
or lease all materials, supplies and equipment used or consumed in the performance of
this contract by issuing to his supplier an exemption certificate in lieu of the tax, said -
exemption certificate to comply with State Comptroller's Ruling .007. Any such
exemption certificate issued to the Contractor in lieu of the tax shall be subject to and
shall comply with the provision of State Comptroller's Ruling .011, and any other -
applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and
Use Tax Act.
On a contract awarded by a developer for the construction of a publicly-owner
improvement in a street right-of-way or other easement which has been dedicated to the
public and the City of Fort Worth, an organization which qualifies for exemption
pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use
Tax Act, the Contractor can probably be exempted in the same manner stated above.
Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained
from:
Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX
C6-6(10) —
M
PART C GENERAL CONDITIONS
C7-7 PROSECUTION AND PROGRESS
SECTION C7-7 PROSECUTION AND PROGRESS:
C7-7.1 SUBLETTING: The Contractor shall perform with his own organization,
- and with the assistance of workmen under his immediate superintendance, work of a
value of not less than fifty (50%) percent of the value embraced on the contract. If the
Contractor sublets any part of the work to be done under these Contract Documents, he
pe will not under any circumstances be relieved of the responsibility and obligation assumed
under these Contract Documents. All transactions of the Engineer will be with the
Contractor. Subcontractors will be considered only in the capacity of employees or
PW workmen of the Contractor and shall be subject tot he same requirements as to character
and competency. The Owner will not recognize any subcontractor on the work. The
Contractor shall at all times, when the work is in operation, be represented either in
person or by a superintendent or other designated representatives.
C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer,
sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same
or any part thereof without the previous consent of the Owner expressed by resolution of
the City Council and concurred in by the Sureties.
If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or
otherwise dispose of the contract or his right, title, or interest therein or any part thereof,
to any person or persons, partnership, company, firm, or corporation, or does by
bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any
states, attempt to dispose of the contract may, at the option of the Owner be revoked and
annulled, unless the Sureties shall successfully complete said contract, and in the event of
any such revocation or annulment, any monies due or to become due under or by virtue of
said contract shall be retained by the Owner as liquidated damages for the reason that it
would be impracticable and extremely difficult to fix the actual damages.
C7-7.3 PROSECUTION OF THE WORD: Prior to beginning any construction
operations, the Contractor shall submit to the Engineer in five or more copies, if
requested by the Engineer, a progress schedule preferably in chart or diagram form, or a
brief outlining in detail and step by step the manner of prosecuting the work and ordering
materials and equipment which he expects to follow in order to complete the project in
the scheduled time. There shall be submitted a table of estimated amounts to be earned by
the Contractor during each monthly estimate period.
The Contractor shall commence the work to be performed under this contract within the
time limit stated in these Contract Documents and shall conduct the work in a continuous
manner and with sufficient equipment, materials, and labor as is necessary to insure its
completion within the time limit.
C7-7(1)
The sequence requested of all construction operations shall be at all times as specified in
the Special Contract Documents. Any Deviation from such sequencing shall be submitted
to the Engineer for his approval. Contractor shall not proceed with any deviation until he
has received written approval from the Engineer. Such specification or approval by the
Engineer shall not relieve the Contractor from full responsibility of the complete
performance of the Contract.
The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF
TIME OF COMPLETION of this Agreement, and a progress schedule shall not constitute
a change in the contract time.
C7-7.4 LIMITATION OF OPERATIONS: The working operations shall at all
times be conducted by the Contractor so as to create a minimum amount of inconvenience
to the public. At any time when, in the judgment of the Engineer, the Contractor has
obstructed or closed or is carrying on operations in a portion of a street or public way
greater than is necessary for proper execution of the work, the Engineer may require the
Contractor to finish the section on which operations are in progress before the work is
commenced on any additional section or street.
C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be
used by the Contractor when it is available. The Contractor may bring from outside the
City of Fort Worth his key men and his superintendent. All other workmen, including
equipment operators, may be imported only after the local supply is exhausted. The
Contractor shall employ only such superintendents, foremen, and workmen who are
careful, competent, and fully qualified to perform the duties and tasks assigned to them,
and the Engineer may demand and secure the summary dismissal of any person or persons
employed by the Contractor in or about or on the work who, in the opinion of the Owner,
shall misconduct himself or to be found to be incompetent, disrespectful, intemperate,
dishonest, or otherwise objectionable or neglectful in the proper performance of his or
their duties, or who neglect or refuses to comply with or Carry out the direction of the -
owner, and such person or persons shall not be employed again thereon without written
consent of the Engineer.
All workmen shall have sufficient skill, ability, and experience to properly perform the
work assigned to them and operate any equipment necessary to properly carry out the
performance of the assigned duties.
The Contractor shall furnish and maintain on the work all such equipment as is
considered to be necessary for the prosecution of the work in an acceptable manner and at
a satisfactory rate of progress. All equipment, tools, and machinery used for handling
materials and executing any part of the work shall be subject to the approval of the
Engineer and shall be maintained in a satisfactory, safe and efficient working condition.
Equipment on any portion of the work shall be such that no injury to the work. Workmen
or adjacent property will result from its use.
C7-7(2) "�
C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting
with the first day of the work completed as defined in C 1-1.23 "WORKING DAYS" or
the date stipulated in the"WORK ORDER" for beginning work,whichever comes first.
Nothing in these Contract Documents shall be construed as prohibiting the Contractor
from working on Saturday, Sunday or Legal Holidays, providing that the following
requirements are met:
a. A request to work on a specific Saturday, Sunday or Legal Holiday must
be made to the Engineer no later that the preceding Thursday.
b. Any work to be done on the project on such a specific Saturday, Sunday or
Legal Holiday must be, in the opinion of the Engineer, essential to the
timely completion of the project.
The Engineer's decision shall be final in response to such a request for approval to work
on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be
allowed to the Contractor for any work performed on such a specific Saturday, Sunday or
Legal Holiday.
Calendar Days shall be defined in C 1-1.24 and the Contractor may work as he so desires.
C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall
commence the working operations within the time specified in the Contract Documents
and set forth in the Work Order. Failure to do so shall be considered by the owner as
abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit.
The Contractor shall maintain a rate of progress such as will insure that the whole work
will be performed and the premises cleaned up in accordance with the Contract
^� Documents and within the time established in such documents and such extension of time
as may be properly authorized.
C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an
extension of time of completion shall be considered only when the request for such
extension is submitted in writing to the Engineer within seven days from and after the
time alleged cause of delay shall occurred. Should an extension of the time of completion
be requested such request will be forwarded to the City Council for approval.
In adjusting the contract time for completion of work, consideration will be given to
unforeseen causes beyond the control of and without the fault or negligence of the
Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes,
or delays of sub-contractors due to such causes.
C7-7(3)
When the date of completion is based on a calendar day bid, a request for extension of
time because of inclement weather will not be considered. A request for extension of time
due to inability to obtain supplies and materials will be considered only when a review of
the Contractor's purchase order dates and other pertinent data as requested by the
Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on
schedule. This shall include efforts to obtain the supplies and materials from alternate
sources in case the first source cannot make delivery.
If satisfactory execution and completion of the contract should require work and materials
in greater amounts or quantities than those set forth in the approved Contract Documents,
then the contract time mat be increased by Change Order. --
C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or
hindrances to the work, except when direct and unavoidable extra cost to the Contractor
is caused by the failure of the City to provide information or material, if any, which is to
be furnished by the City. When such extra compensation is claimed, a written statement
thereof shall be presented by the Contractor to the Engineer and if by the Engineer found
correct, shall be approved and referred by the Engineer to the City Council for final
approval or disapproval; and the action thereon by the City Council shall be final and
binding. If delay is caused by specific orders given by the Engineer to stop work, or by
the performance of extra work, or by the failure of the City to provide material or
necessary instructions for carrying on the work, then such delay will entitle the Contractor
to an equivalent extension of time, his application for shall, however, be subject to the
approval of the City Council: and no such extension of time shall release the Contractor
or the surety on his performance bond from all his obligations hereunder which shall
remain in full force until the discharge of the contract.
C7-7.10 TIME OF COMPLETION: The time of completion is an essential
element of the Contract. Each bidder shall indicate in the appropriate place on the last
page of the proposal, the number of working days or calendar days that he will require to
fully complete this contract or the time of completion will be specified by the City in the
proposal section of the Contract Documents.
The number of days indicated shall be a realistic estimate of the time required to complete
the work covered by the specific contract being bid upon. The amount of time so stated
by the successful bidder or the City will become the time of completion specified in the
Contract Documents.
For each calendar day that any work shall remain uncompleted after the time specified in
the Contract Documents, or increased time granted by the Owner, or as automatically
increased by additional work or materials ordered after the contract is signed, the sum per
day given in the following schedule, unless otherwise specified in other parts of the F
Contract Documents, will be deducted from the monies due the Contractor, not as a
penalty,but as liquidated damages suffered by the Owner.
C7-7(4)
AMOUNT OF CONTRACT AMOUNT OF
LIQUIDATED
DAMAGES
PER DAY
Less than $ 5,000 inclusive $ 35.00
$ 5,001 to $ 15,000 inclusive $ 45.00
$ 15,001 to $ 25,000 inclusive $ 63.00
$ 25,001 to $ 50,000 inclusive $ 105.00
$ 50,001 to $ 100,000 inclusive $ 154.00
.. $ 100,001 to $ 500,000 inclusive $ 210.00
$ 500,001 to $ 1,000,000 inclusive $ 315.00
$ 1,000,001 to $ 2,000,000 inclusive $ 420.00
$ 2,000,000 and over $ 630.00
The parties hereto understand and agree that any harm to the City caused by the
Contractor's delay in completing the work hereunder in the time specified by the Contract
Documents would be incapable or very difficult to calculate due to lack of accurate
information, and that the "Amount of Liquidated Damages Per Day", as set out above, is
a reasonable forecast of just compensation due the City for harm caused by any delay.
C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend
operations on such part or parts of the work ordered by any court, and will not be entitled
to additional compensation by virtue of such court order. Neither will he be liable to the
City in the vent the work is suspended by a Court Order. Neither will the Owner be liable
to the Contractor by virtue of any Court Order or action for which the Owner is not solely
responsible.
C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend
the work operation wholly or in part for such period or periods of time as he may deem
�- necessary due to unsuitable weather conditions or any other unsuitable conditions which
in the opinion of the Owner or Engineer cause further prosecution of the work to be
unsatisfactory or detrimental to the interest of the project. During temporary suspension
of the work covered by this contract, for any reason, the Owner will make no extra
payment for stand-by time of construction equipment and/or construction crews.
If it should become necessary to suspend work for an indefinite period, the Contractor
shall store all materials in such 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.
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 as set forth in
Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be
C7-7(5)
determined by mutual consent of the Contractor and the Engineer that a solution to allow
construction to proceed is not available within a reasonable period of time, then the
Contractor may be reimbursed for the cost of moving his equipment off the job and c
returning the necessary equipment to the job when it is determined by the Engineer that
construction may be resumed. Such reimbursement shall be based on actual cost to the -
Contractor of moving the equipment and no profit will be allowed.
No reimbursement shall be allowed if the equipment is moved to another construction
project for the City of Fort Worth.
The Contractor shall not suspend work without written notice from the Engineer and shall
proceed with the work operations promptly when notified by the Engineer to so resume
operations.
C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
Whenever, because of National Emergency, so declared by the president of the United
States or other lawful authority, it becomes impossible for the Contractor to obtain all of
the necessary labor, materials, and equipment for the prosecution of the work with
reasonable continuity for a period of two months, the Contractor shall within seven days
notify the City in writing, giving a detailed statement of the efforts which have been made
and listing all necessary items of labor, materials, and equipment not obtainable. If, after
investigations, the owner finds that such conditions existing and that the inability of the
Contractor to proceed is not attributable in whole or in part to the fault or neglect of the
Contractor, than if the Owner cannot after reasonable effort assist the Contractor in
procuring and making available the necessary labor, materials, and equipment within
thirty days, the Contractor my request the owner to terminate the contract and the owner
may comply with the request, and the termination shall be conditioned and based upon a
final settlement mutually acceptable to both the Owner and the Contractor and final
payment shall be made in accordance with the terms of the agreed settlement, which shall
include. But not be limited to the payment for all work executed but not anticipated
profits on work which has not been performed.
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT
OF THE CONTRACT: The work operations on all or any portion or section of the
work under Contract shall be suspended immediately on written order of the Engineer or
the Contract may be declared canceled by the City Council for any good and sufficient
cause. The following, by way of example, but not of limitation, may be considered
grounds for suspension or cancellation:
a. Failure of the Contractor to commence work operations within the time
specified in the Work Order issued by the Owner.
b. Substantial evidence that progress of the work operations by the
Contractor is insufficient to complete the work within the specified time.
C7-7(6)
Pe
C. Failure of the Contractor to provide and maintain sufficient labor and
equipment to properly execute the working operations.
i
d. Substantial evidence that the Contractor has abandoned the work.
e. Substantial evidence that the Contractor has become insolvent or bankrupt,
or otherwise financially unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe any requirements of the
Contract Documents or to comply with any orders given by the Engineer
or Owner provided for in these Contract Documents.
g. Failure of the Contractor promptly to make good any defect in materials or
•� workmanship, or any defects of any nature the correction of which has
been directed in writing by the Engineer or the Owner.
h. Substantial evidence of collusion for the purpose of illegally procuring a
contract or perpetrating fraud on the City in the construction of work under
contract.
i. A substantial indication that the Contractor has made an unauthorized
assignment of the contract or any funds due therefrom for the benefit of
any creditor or for any other purpose.
j. If the Contractor shall for any cause whatsoever not carry on the working
operation in an acceptable manner.
k. If the Contractor commences legal action against the Owner.
A Copy of the suspension order or action of the City Council shall be served on the
Contractor's Sureties. When work is suspended for any cause or causes, or when the
contract is canceled, the Contractor shall discontinue the work or such part thereof as the
owner shall designate, whereupon the Sureties may, at their option, assume the contract
or that portion thereof which the Owner has ordered the Contractor to discontinue, and
may perform the same or may, with written consent of the owner, sublet the work or that
portion of the work as taken over, provided however, that the Sureties shall exercise their
option, if at all, within two weeks after the written notice to discontinue the work has
been served upon the Contractor and upon the Sureties or their authorized agents. The
Sureties, in such event shall assume the Contractor's place in all respects, and shall be
paid by the Owner for all work performed by them in accordance with the terms of the
f Contract Documents. All monies remaining due the Contractor at the time of this default
shall thereupon become due and payable to the Sureties as the work progresses, subject to
all of the terms of the Contract Documents.
C7-7(7)
In case the Sureties do not, within the hereinabove specified time, exercise their right and
option to assume the contract responsibilities, or that portion thereof which the Owner
has ordered the Contractor to discontinue, then the Owner shall have the power to
complete, by contract or otherwise, as it may determine, the work herein described or
such work thereof as it may deem necessary, and the Contractor hereto agrees that the ,
Owner shall have the right to take possession of and use any materials, plants, tools,
equipment, supplies, and property of any kind provided by the Contractor for the purpose
of carrying on the work and to procure other tools, equipment, materials, labor and
property for the completion of the work, and to charge to the account of the Contractor of
said contract expense for labor, materials, tools, equipment, and all expenses incidental
thereto. The expense so charged shall be deducted by the owner from such monies as may
be due or may become due at any time thereafter to the Contractor under and by virtue of
the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid
for the work completing the contract, but the expense to be deducted shall be the actual a`
cost of the owner of such work
In case such expenses shall exceed the amount which would have been payable under the
Contract if the same had been completed by the Contract, then the Contractor and his
Sureties shall pay the amount of such excess to the City on notice from the Owner of the
excess due. When any particular part of the work is being carried on by the Owner by
contract or otherwise under the provisions of this section, the Contractor shall continue
the remainder of the work in conformity with the terms of the Contract Documents and in
such a manner as to not hinder or interfere with the performance of the work by the
Owner.
C7-7.15 FULFILLMENT OF CONTRACT:The Contract will be considered as having
been fulfilled, save as provided in any bond or bonds or by law,when all the work and all
sections or parts of the project covered by the Contract Documents have been finished —
and completed, the final inspection made by the Engineer, and the final acceptance and
final payment made by the Owner.
C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER:
The performance of the work under this contract may be terminated by the Owner in
whole, or from time to time in part, in accordance with this section, whenever the Owner
shall determine that such termination is in the best interest of the Owner.
A. NOTICE OF TERMINATION: Any Termination shall be effected by
mailing a notice of the termination to the Contractor specifying the extent
to which performance of work under the contract is terminated, and the
date upon which such termination becomes effective. Receipt of the notice
shall be deemed conclusively presumed and established when the letter is
placed in the United States Postal Service Mail by the Owner. Further, it
shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; and no proof in any
C7-7(8)
00
claim, demand or suit shall be required of the Owner regarding such
discretionary action
B. CONTRACTOR ACTION: After receipt of a notice of termination,
and except as otherwise directed by the Engineer, the Contractor shall:
1. Stop work under the contract on the date and to the extent
specified in the notice of termination;
2. place no further orders or subcontracts for materials,
services or facilities except as may be necessary for
completion of such portion of the work under the contract
as is not terminated;
3. terminate all orders and subcontracts to the extent that they
relate to the performance of the work terminated by notice
of termination;
4. transfer title to the Owner and deliver in the manner, at the
times, and to the extent, if any, directed by the Engineer:
a. the fabricated or unfabricated parts, work in
progress, completed work, supplies and other
material produced as a part of, or acquired in
connection with the performance of, the work
terminated by the notice of the termination; and
b. The completed, or partially completed plans,
drawings, information and other property which, if
the contract had been completed, would have been
required to be furnished to the Owner.
5. complete performance of such work as shall not have been
�- terminated by the notice of termination; and
6. Take such action as may be necessary, or as the Engineer
may direct, for the protection and preservation of the
property related to its contract which is in the possession of
the Contractor and in which the owner has or may acquire
the rest.
At a time not later than 30 days after the termination date specified in the
notice of termination, the Contractor may submit to the Engineer a list,
certified as to quantity and quality, of any or all items of termination
inventory not previously disposed of, exclusive of items the disposition of
C7-7(9)
which has been directed or authorized by Engineer, Not later than 15 days
thereafter, the owner shall accept title to such items provided, that the list
submitted shall be subject to verification by the Engineer upon removal of
the items or, if the items are stored, within 45 days from the date of
submission of the list, and any necessary adjustments to correct the list as
submitted, shall be made prior to final settlement. -
C. TERMINATION CLAIM: Within 60 days after the notice of
termination, the Contractor shall submit his termination claim to the
Engineer in the form and with the certification prescribed by the Engineer.
Unless one or more extensions in writing are granted by the Owner upon Rim
request of the Contractor, made in writing within such 60-day period or
authorized extension thereof, any and all such claims shall be conclusively
deemed waived.
D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the
Contractor and the Owner may agree upon the whole or any part of the
amount or amounts to be paid to the Contractor by reason of the total or
partial termination of the work pursuant hereto; provided, that such agreed
amount or amounts shall never exceed the total contract price reduced by
the amount of payments otherwise made and as further reduced by the
contract price work not terminated. The contract shall be amended
accordingly, and the Contractor shall be paid the agreed amount. No �.
amount shall be due for lost or anticipated profits>Nothing in C7-7.16(E)
hereafter, prescribing the amount to be paid to the Contractor by reason of
the termination of work pursuant to this section, shall be deemed to limit,
restrict or otherwise determine or affect the amount or amounts which may
be agreed upon to be paid to the Contractor pursuant to this paragraph.
E. FAILURE TO AGREE: In the event of the failure of the Contractor
and the Owner to agree as provided in C7-7.16(D) upon the whole amount
to be paid to the Contractor by reason of the termination of the work
pursuant to this section, the Owner shall determine, on the basis of
information available to it, the amount, if any, due to the Contractor by
reason of the termination and shall pay to the Contractor the amounts
determined. No amount shall be due for lost or anticipated profits.
i
F. DEDUCTIONS: In arriving at the amount due the Contractor under
this section there shall be deducted;
1. all unliquidated advance or other payments on account
theretofore made to the Contractor, applicable to the
terminated portion of this contract;
C7-7(10)
a*
s
2. any claim which the Owner may have against the
Contractor in connection with this contract; and
3. the agreed price for, or the proceeds of the sale of, any
P. materials, supplies or other things kept by the Contractor or
sold, pursuant to the provisions of this clause, and not
otherwise recovered by or credited to the Owner.
G. ADJUSTMENT: If the termination hereunder be partial, prior to the
settlement of the terminated portion of this contract, the Contractor may
file with the Engineer a request in writing for an equitable adjustment of
the price or prices specified in the contract relating to the continued
portion of the contract (the portion not terminated by notice of
termination), such equitable adjustment as may be agreed upon shall be
made in such price or prices; noting contained herein, however, shall limit
the right of the owner and the Contractor to agree upon the amount or
amounts to be paid tot he Contractor for the completion of the continued
portion of the contract when said contract does not contain an established
contract price for such continued portion.
H. NO LIMITATION OF RIGHTS: Noting contained in this section shall
limit or alter the rights which the Owner may have for termination of this
contract under C7-7.14 hereof entitled "SUSPENSION OR
ABANDONMENT OF THE WORK AND ANNULMENT OF
CONTRACT" or any other right which the Owner may have for default or
breach of contract by Contractor.
C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be
responsible for initiating, maintaining and supervising all safety precautions and
programs in connection with the work at all times and shall assume all responsibilities for
their enforcement.
The Contractor shall comply with federal, state, and local laws, ordinances, and
regulations so as to protect person and property from injury, including death, or damage
in connection with the work.
C7-7(11)
PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
SECTION C8-8 MEASUREMENT AND PAYMENT
C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of
work performed by the Contractor and authorized by the Contract Documents acceptably
completed under the terms of the Contract Documents shall be made by the Engineer,
based on measurements made by the Engineer. These measurements will be made
according to the United States Standard Measurements used in common practice, and will
be the actual length, area, solid contents, numbers, and weights of the materials and item
installed.
C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said
"Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials,
machinery, equipment, appliances and appurtenances necessary for the construction of
and the completion in a manner acceptable to the Engineer of all work to be done under
these Contract Documents.
The "Unit Price" shall include all permanent and temporary protection of overhead,
surface, and underground structures, cleanup, finishing costs, overhead expense, bond,
insurance, patent fees, royalties, risk due to the elements and other clauses, delays,
profits, injuries,damages claims, taxes, and all other items not specifically mentioned that
R may be required to fully construct each item of the work complete in place and in a
satisfactory condition for operation.
.� C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said
"Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools,
materials, machinery, equipment, appurtenances, and all subsidiary work necessary for
the construction and completion of all the work to provide a complete and functional item
as detailed in the Special Contract Documents and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the
compensation as herein provided, in full payment for furnishing all labor, tools,materials,
and incidentals for performing all work contemplated and embraced under these Contract
Documents, for all loss and damage arising out of the nature of the work or from the
action of the elements, for any unforeseen defects or obstructions which may arise or be
encountered during the prosecution which may arise or be encountered during the
prosecution of the work at any time before its final acceptance by the Owner, (except as
provided in paragraph C5-5.14) for all risks of whatever description connected with the
prosecution of the work, for all expenses incurred by or in consequence of the suspension
or discontinuance of such prosecution of the working operations as herein specified, or
any and all infringements of patents, trademarks, copyrights, or other legal reservations,
C8-8(1)
and for completing the work in an acceptable manner according to the terms of the
Contract Documents.
The payment of any current or partial estimate prior to the final acceptance of the work by
the Owner shall in no way constitute an acknowledgment of the acceptance of the work,
materials, or equipment, nor in any way prejudice or affect the obligations of the
Contractor to repair, correct, renew, or replace at his own and proper expense any defects
or imperfections in the construction or in the strength or quality of the material used or
equipment or machinery furnished in or about the construction of the work under contract
and its appurtenances, or any damage due or attributed to such defects, which defects,
imperfections, or damage shall have been discovered on or before the final inspection and �.
acceptance of the work or during the one year guaranty period after the final acceptance.
The Owner shall be the sole judge of such defects, imperfections, or damage, and the
Contractor shall be liable to the Owner for failure to correct the same as provided herein.
C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the I" and the 5th
day of each month, the Contractor shall submit to the Engineer a statement showing an
estimate of the value of the work done during the previous month, or estimate period
under the Contract Documents. Not later than the 10th day of the month, the Engineer
shall verify such estimate, and if it is found to be acceptable and the value of the work
performed since the last partial payment was made exceeds one hundred dollars($100.00)
inn amount, 90% of such estimated sum will be paid to the Contractor if the total contract
amount is less than $400,000.00, or 95% of such estimated sum will be paid to the
Contractor if the total contract amount is $400,000.00 or greater, within twenty-five (25)
days after the regular estimate period. The City will have the option of preparing
estimates on forms furnished by the City. The partial estimates may include acceptable
nonperishable materials delivered to the work which are to be incorporated into the work
as a permanent part thereof, but which at the time of the estimate have not been installed
(such payment will be allowed on a basis of 85% of the net invoice value thereof). The
Contractor shall furnish the Engineer such information as he may request to aid him as a
guide in the verification or the preparation of partial estimates.
It is understood that partial estimates from month to month will be approximate only, all
partial monthly estimates and payment will be subject to correction in the estimate
rendered following the discovery of an error in any previous estimate, and such estimate m
shall not, in any respect, be taken as an admission of the Owner of the amount of work
done or of its quantity of sufficiency, or as an acceptance of the work done or the release
of the Contractor of any of his responsibilities under the Contract Documents.
The City reserves the right to withhold the payment of any monthly estimate if the
Contractor fails to perform the work strictly in accordance with the specifications or
provisions of this Contract.
C8-8(2)
C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may
be held in abeyance if the performance of the construction operations is not in accordance
with the requirements of the Contract Documents.
C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by
the Contract Documents shall have been completed and all requirements of the Contract
Documents shall have been fulfilled on the part of the Contractor, the Contractor shall
notify the Engineer in writing that the improvements are ready for final inspection. The
Engineer shall notify the appropriate officials of the Owner, will within a reasonable time
make such final inspection, and if the work is satisfactory, in an acceptable condition, and
has been completed in accordance with the terms of the Contract Documents and all
approved modifications thereof, the Engineer will initiate the processing of the final
estimate and recommend final acceptance of the project and final payment thereof as
outlines in paragraph C8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the
Contract Documents and all approved modifications thereof shall have been completed
and all requirements of the Contract Documents have been fulfilled on the part of the
Contractor, a final estimate showing the value of the work will be prepared by the
Engineer as soon as the necessary measurements, computations, and checks can be made.
All prior estimates upon which payment has been made are subject to necessary
corrections or revisions in the final payment.
The amount of the final estimate, less previous payments and any sums that have been
deducted or retained under the provisions of the Contract Documents, will be paid to the
Contractor within 60 days after the final acceptance by the Owner on a proper resolution
of the City Council, provided the Contractor has furnished to the owner satisfactory
evidence of compliance as follows: Prior to submission of the final estimate for payment,
the Contractor shall execute an affidavit as furnished by the City, certifying that;
A. all persons, firms, associations, corporations, or other organizations
furnishing labor and/or materials have been paid in full,
B. that the wage scale established by the City Council in the City of Fort
Worth has been paid, and
C. that there are no claims pending for personal injury and/or property
damages.
The acceptance by the Contractor of the last or final payment as aforesaid shall operate as
and shall release the owner from all claims or liabilities under the Contract for anything
done or furnished or relating to the work under the Contract Documents or any act or
neglect of said City relating to or connected with the Contract.
C8-8(3)
The making of the final payment by the Owner shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it
has employed competent engineers and designers to prepare the Contract Documents and
all modifications of the approved Contract Documents. It is, therefore, agreed that the
Owner shall be responsible for the adequacy of its own design features, sufficiency of the -
Contract Documents, the safety of the structure, and the practicability of the operations of
the completed project, provided the Contractor has complied with the requirements of the
said Contract Documents, all approved modifications thereof, and additions and
alterations thereof approved in writing by the Owner. The burden of proof of such
compliance shall be upon the Contractor to show that he has complied with the Contract
Documents, approved modifications thereof, and all alterations thereof. -e
C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor
any provision in the Contract Documents nor partial or entire occupancy or use of the
premises by the Owner shall constitute an acceptance of the work not done in accordance
with the Contract Documents or relieve the Contractor of liability in respect to any
express warranties or responsibility for faulty materials or workmanship. The Contractor
shall remedy any defects or damages in the work and pay for any damage to the other
work resulting therefrom which shall appear within a period of one year from the date of
final acceptance of the work unless a longer period is specified and shall furnish a good
and sufficient maintenance bond in the amount of 100 percent of the amount of the
contract which shall assure the performance of the general guaranty as above outlined.
The Owner will give notice of observed defects with reasonable promptness.
C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by
documentary requirements for the project, such as conditions imposed by the Plans, the
General Contract Documents or these Special Contract Documents, in which no specific
item for bid has been provided for in the Proposal, shall be considered as a subsidiary *�
item of work, the cost of which shall be included in the price bid in the Proposal, for each
bid item. Surface restoration, rock excavation and cleanup are general items of work
which fall in the category of subsidiary work.
C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be
allocated under various bid items in the Proposal to establish unit prices for
miscellaneous placement of material. These materials shall be used only when directed by
the Engineer, depending on field conditions. Payment for miscellaneous placement of
material will be made for only that amount of material used, measured to the nearest one- F.
tenth unit. Payment for miscellaneous placement of material shall be in accordance with
the General Contract Documents regardless of the actual amount used for the Project. _
C8-8.13 RECORD DOCUMENTS: The Contractor shall keep on record a copy
of all specifications, plans, addenda, modifications, shop drawings and samples at the _.
C8-8(4) _
Ob
site, in good order and annotated to show all changes made during the construction
process. These shall be delivered to the Engineer upon completion of the work.
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M■ C8-8(5)
SECTION Cl:
SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS
A. General
These Supplementary Conditions amend or supplement the General Conditions of the
Contract and other provisions of the Contract Documents as indicated below. Provisions
which are not so amended or supplemented remain in full force and affect.
B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in
its entirety and replaced with the following:
Partial pay estimates shall be submitted by the Contractor or prepared by the City on the
5th day and 20th day of each month that the work is in progress. The estimate shall be
proceeded by the City on the 10th day and 25th day respectively. Estimates will be paid
within 25 days following the end of the estimate period, less the appropriate retainage as
set out below. Partial pay estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated into the work as a permanent
part thereof, but which at the time of the pay estimate have not been so installed. If such
materials are included within a pay estimate, payment shall be based upon 85%of the net
voice value thereof. The Contractor will furnish the Engineer such information as maybe
reasonably requested to aid in the verification or the preparation of the pay estimate.
For contracts of less than $400,000 at the time of execution, retainage shall be ten per
cent (10 1/6). For contracts of$400,000 or more at the time of execution, retainage shall be
five percent (5%).
y Contractor shall pay subcontractors in accord with the subcontract agreement within five
(5) business days after receipt by Contractor of the payment by City. Contractor's failure
to make the required payments to subcontractors will authorize the City to withhold
future payments from the Contractor until compliance with this paragraph is
accomplished.
° It is understood that the partial pay estimates will be approximate only, and all partial pay
estimates and payment of same will be subject to correction in the estimate rendered
following the discovery of the mistake in any previous estimate. Partial payment by
Owner for the amount of work done or of its quality or sufficiency or acceptance of the
work done; shall not release the Contractor of any of its responsibilities under the
Contract Documents.
The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in strict accordance with the specifications or other
provisions of this contract.
C. Part C - General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and
replaced with D-3 of Part D - Special Conditions.
D. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDING"
Revised Pg. I
10/24/02
E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6
(6), is deleted in its entirety and replaced with the following:
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
Owner, its officers, servants and employees, from and against any and all claims or suits
for property loss, property damage, personal injury, including death, arising out of, or
alleged to arise out of, the work and services to be performed hereunder by Contractor, its "
officers, agents, employees, subcontractors, licensees or invitees, whether or not an
such iniury, damage or death is caused, in whole or in part, by the negligence or
alleged negligence of Owner, its officers, servants, or employees. Contractor likewise .r
covenants and agrees to indemnify and hold harmless the Owner from and against any
and all injuries to Owner's officers, servants and employees and any damage, loss or
destruction to property of the Owner arising from the performance of any of the terms and
conditions of this Contract, whether or not any such injua or damage is caused in
whole or in part by the negligence or alleged negligence of Owner, its officers, servants
or employees.
In the event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be made until Contractor
either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a
release from the claimant involved, or(b)provides Owner with a letter from Contractor's
liability insurance carrier that the claim has been referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort
Worth public work from a Contractor against whom a claim for damages is outstanding
as a result of work performed under a City Contract.
i
F. INCREASED OR DECREASED QUANTITIES: Part C - General Conditions, Section
C4-4 SCOPE OF WORK, Page C 4-4(1), revise paragraph C4-4.3 INCREASED OR
DECREASED QUANTITIES to read as follows:
The Owner reserves the right to alter the quantities of the work to be performed or to
extend or shorten the improvements at any time when and as found to be necessary, and
the Contractor shall perform the work as altered, increased or decreased at the unit prices
as established in the contract documents. No allowance will be made for any changes in
lost or anticipated profits nor shall such changes be considered as waiving or invalidating
any conditions or provisions of the Contract Documents.
Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted
herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not
to the various depth categories.
Revised Pg. 2
10/24/02 -
G. C3-3.11 INSURANCE: Page C3-3 (6): Add subparagraph "h. ADDITIONAL
INSURANCE REQUIREMENTS"
a. The City, its officers, employees and servants shall be endorsed as an additional
w insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers'compensation insurance policy.
b. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the
contracted project.
c. Any failure on part of the City to request required insurance documentation shall not
constitute a waiver of the insurance requirements specified herein.
d. Each insurance policy shall be endorsed to provide the City a minimum thirty days
notice of cancellation, non-renewal, and/or material change in policy terms or coverage.
A ten days notice shall be acceptable in the event of non-payment of premium.
e. Insurers must be authorized to do business in the State of Texas and have a current
A.M. Best rating of A: VII or equivalent measure of financial strength and solvency.
f. Deductible limits, or self-funded retention limits, on each policy must not exceed
$10,000.00 per occurrence unless otherwise approved by the City.
g. Other than worker's compensation insurance, in lieu of traditional insurance, City may
consider alternative coverage or risk treatment measures through insurance pools or risk
retention groups. The City must approve in writing any alternative coverage.
h. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of recovery in
favor of the City.
i. City shall not be responsible for the direct payment of insurance premium costs for
�- contractor's insurance.
j. Contractor's insurance policies shall each be endorsed to provide that such insurance is
primary protection and any self-funded or commercial coverage maintained by City shall
not be called upon to contribute to loss recovery.
k. In the course of the project, Contractor shall report, in a timely manner,to City's
officially designated contract administrator any known loss occurrence which could give
rise to a liability claim or lawsuit or which could result in a property loss.
Revised Pg. 3
10/24/02
1. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
m. Upon the request of City, Contractor shall provide complete copies of all insurance
policies required by these contract documents.
H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is
deleted in its entirety and replaced with the following:
The Contractor shall receive and accept the compensation as herein provided, in full
payment for furnishing all labor, tools, materials, and incidentals for performing all work
contemplated and embraced under these Contract Documents, for all loss and damage
arising out of the nature of the work or from the action of the elements, for any
unforeseen defects or obstructions which may arise or be encountered during the
prosecution which may arise or be encountered during the prosecution of the work at any
time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14)
for all risks of whatever description connected with the prosecution of the work, for all
expenses incurred by or in consequence of the suspension or discontinuance of such
prosecution of the working operations as herein specified, or any and all infringements of -
patents, trademarks, copyrights, or other legal reservations, and for completing the work
in an acceptable manner according to the terms of the Contract Documents.
The payment of any current or partial estimate prior to the final acceptance of the work by
the Owner shall in no way constitute an acknowledgment of the acceptance of the work,
materials, or equipment, nor in any way prejudice or affect the obligations of the
Contractor to repair, correct, renew, or replace at his own and proper expense any defects
or imperfections in the construction or in the strength or quality of the material used or
equipment or machinery furnished in or about the construction of the work under contract
and its appurtenances, or any damage due or attributed to such defects, which defects,
imperfections, or damage shall have been discovered on or before the final inspection and
acceptance of the work or during the two (2) year guaranty period after the final
acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage,
and the Contractor shall be liable to the Owner for failure to correct the same as provided
herein.
I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10,General Guaranty at page C8-8(4)is deleted
in its entirety and replaced with the following:
Neither the final certificate of payment nor any provision in the Contract Documents,nor partial
or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work
not done in accordance with the Contract Documents or relieve the Contractor of liability in
respect to any express warranties or responsibility for faulty materials or workmanship. 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 in the amount of 100 percent of the amount of the contract
Revised Pg. 4
10/24/02
i
which shall assure the performance of the general guaranty as above outlined. The Owner will
give notice of observed defects with reasonable promptness.
Any reference to any shorter period of time of warranty contained elsewhere within the
specifications shall be resolved in favor of this specifications, it being the City's intent
that the Contractor guarantee its work for a period of two (2) years following the date of
acceptance of the project.
In the Special Instructions to Bidders, TPW contracts place the following in lieu of the
existing paragraph 2.
J. Part C - General Conditions, Section C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL, Page C2-2 (3) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the
following:
C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is
delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his
representative at the official location and stated time set forth in the "Notice to Bidders."
It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper
place. The mere fact that a proposal was dispatched will not be considered. The Bidders
must have the proposal actually delivered. Each proposal shall be in a sealed envelope
plainly marked with the word "PROPOSAL," and the name or description of the project
as designated in the "Notice to Bidders." The envelope shall be addressed to the
Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort
Worth, Texas 76102.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing
Manager cannot be withdrawn prior to the time set for opening proposals. A request for
non-consideration of a proposal must be made in writing, addressed to the City Manager,
and filed with him prior to the time set for the opening of proposals. After all proposals
not requested for non-consideration are opened and publicly read aloud, the proposals for
which non-consideration requests have been properly filed may, at the option of the
Owner,be returned unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify
his proposal by telegraphic communication at any time prior to the time set for opening
proposals, provided such telegraphic communication is received by the Purchasing
Manager prior to the said proposal opening time, and provided further, that the City
Manager is satisfied that a written and duly authenticated confirmation of such
telegraphic communication over the signature of the bidder was mailed prior to the
proposal opening time. If such confirmation is not received within forty-eight (48) hours
after the proposal opening time, no further consideration will be given to the proposal
Revised Pg. 5
"' 10/24/02
K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated
November 1, 1987; (City let projects) make the following revisions:
1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to
read:
In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of
authority from the United States secretary of the treasury to qualify as a surety on
obligations permitted or required under federal law; or (2) have obtained reinsurance for
any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a
reinsurer in the state of Texas and is the holder of a certificate of authority from the
Untied States secretary of the treasury to qualify as a surety on obligations permitted or
required under federal law. Satisfactory proof of any such reinsurance shall be provided
to the City upon request. The City, in its sole discretion, will determine the adequacy of
the proof required herein.
2. Pg. C3-3(4)Paragraph C3-3.11 INSURANCE delete subparagraph"a.
COMPENSATION INSURANCE".
3. Pg. C3-3(5),Paragraph C3-3.11 INSURANCE delete subparagraph"g. LOCAL
AGENT FOR INSURANCE AND BONDING".
L. RIGHT TO AUDIT: Part C - General Conditions, Section C8-8
MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following:
C8-8.14 RIGHT TO AUDIT:
(a) 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 normal 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 section. The City shall give contractor reasonable advance notice of
intended audits.
(b) Contractor further agrees to include in all its subcontracts hereunder a provision to the
effect that the subcontractor agrees that the City shall, until the expiration of three(3)
years after final payment under the subcontract,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 i
have access during normal 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 article. City shall give subcontractor reasonable advance
notice of intended audits.
(c) Contractor and subcontractor agree to photocopy such documents as may be requested
Revised Pg. 6
10/24/02 i
by the City. The City agrees to reimburse the Contractor for the cost of copies as follows:
} 1. 50 copies and under- 10 cents per page
2, More than 50 copies - 85 cents for the first page plus
fifteen cents for each page thereafter
M. SITE PREPARATION:
The Contractor shall clear rights-of-way or easements of obstruction which must be
removed to make possible proper prosecution of the work as a part of this project
construction operations. The contractor's attention is directed to paragraph C6-6.10 work
within easements, page C6-6(5), part C - General Conditions of the Water Department
General Contract Document and General Specifications.
Clearing and restoration shall be considered as incidental to construction and all costs
incurred will be considered to be included in the Linear Foot price of the pipe.
N. Reference Part C - General Conditions, Section C6-6.8 BARRICADES, WARNINGS
AND WATCHMEN:
1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the
word flagmen.
2. In the first paragraph, lines five(5) and six (6), change the phrase take all such other
precautionary measures to take all reasonable necessary measures.
O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE:
Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS
ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be
deleted in its entirety and replaced with the following:
Upon request, Contractor agrees to provide to Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) and/or a
Woman Business Enterprise(WBE) on the contract and payment therefore. Contractor
further agrees to permit an audit and/or examination of any books, records or files in its
possession that will substantiate the actual work performed by an MBE and/or WBE. The
misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Contractor will be grounds for termination of the contract
and/or initiating action under appropriate federal, state or local laws or ordinances
relating to false statements; further, any such misrepresentation (other than negligent
misrepresentation) and/or commission of fraud will result in the Contractor being
determined to be irresponsible and barred from participating in City work for a period of
time of not less than thee(3) years.
Revised Pg. 7
10/24/02
P. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with
the following:
(a) The contractor shall comply with all requirements of Chapter 2258, Texas
Government Code, 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,Texas Government Code. Such prevailing wage rates are included in these
contract documents.
(b)The contractor shall, for a period of three(3) years following the date of acceptance of
the work, maintain records that show(i)the name and occupation of each worker
employed by the contractor in the construction of the work provided for in this contract;
and(ii)the actual per diem wages paid to each worker. These records shall be open at all
reasonable hours for inspection by the City. The provisions of Section C-1, L. Right to
Audit(Rev. 9/30/02)pertain to this inspection.
(c)The contractor shall include in its subcontracts and/or shall otherwise require all of its
subcontractors to comply with paragraphs(a) and(b) above.
(d) With each partial payment estimate or payroll period, whichever is less, an affidavit
stating that the contractor has complied with the requirements of Chapter 2258, Texas
Government Code.
The contractor shall post the prevailing wage rates in a conspicuous place at the site of
the project at all times.
Revised Pg. 8
10/24/02
PART D - SPECIAL CONDITIONS
D-1 GENERAL................................................................................
D-2 COORDINATION MEETING..............................................................................................4
DD=3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW.....................5
5-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT....................................7
D- 5 CROSSING OF EXISTING UTILITIES...............................................................................7
D- 6 EXISTING UTILITIES AND IMPROVEMENTS ..................................................................7
D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES................................................................8
5- 8 TRAFFIC CONTROL .........................................................................................................9
D- 9 DETOURS .........................................................................................................................9
., D- 10 EXAMINATION OF SITE................................................................................................9
D- 11 ZONING COMPLIANCE. .............................................................................................10
D- 12 WATER FOR CONSTRUCTION..................................................................................10
D- 13 WASTE MATERIAL .....................................................................................................10
5- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE......................................................10
D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK.................................10
D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES............................10
D- 17 BID QUANTITIES.........................................................................................................11
D- 18 CUTTING OF CONCRETE..........................................................................................11
D- 19 PROJECT DESIGNATION SIGN.................................................................................11
D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT......................................12
U- 21 MISCELLANEOUS PLACEMENT OF MATERIAL........................................................12
D- 22 CRUSHED LIMESTONE BACKFILL............................................................................12
5- 23 2:27 CONCRETE.........................................................................................................12
D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION .........................................12
U-__2_5 PAVEMENT REPAIR (E2-19) ......................................................................................14
D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS)................15
Y-27 SANITARY SEWER MANHOLES................................................................................15
D- 28 SANITARY SEWER SERVICES..................................................................................18
D- 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES................20
D- 30 DETECTABLE WARNING TAPES...............................................................................22
D- 31 PIPE CLEANING..........................................................................................................22
D- 32 DISPOSAL OF SPOIL/FILL MATERIAL.......................................................................22
U75-3 MECHANICS AND MATERIALMEN'S LIEN.................................................................22
D- 34 SUBSTITUTIONS ........................................................................................................23
6- 3-5 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER.............23
D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES..........................................26
Y-37 BYPASS PUMPING .....................................................................................................27
D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER..........27
D- 39 SAMPLES AND QUALITY CONTROL TESTING.........................................................29
D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL..........29
5----4-1 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................31
D-42 PROTECTION OF TREES, PLANTS AND SOIL..........................................................31
D-43 SITE RESTORATION ..................................................................................................31
D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST..............................................31
5-4-5 TOPSOIL, SODDING, SEEDING & HYDROMULCHING.............................................32
D-46 CONFINED SPACE ENTRY PROGRAM.....................................................................38
D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION............................38
D-48 EXCAVATION NEAR TREES ......................................................................................38
D-49 CONCRETE ENCASEMENT OF SEWER PIPE ..........................................................39
D- 50 CLAY DAM. .................................................................................................................39
D- 51 EXPLORATORY EXCAVATION (D-HOLE)..................................................................39
6- 52 INSTALLATION OF WATER FACILITI ES....................................................................
06104103 SC-1
PART D - SPECIAL CONDITIONS
52.1 Polyvinyl Chloride (PVC) Water Pipe. ..........................................................................40
52.2 Blocking ......................................................................................................................40
52.3 Type of Casing Pipe.....................................................................................................40
52.4 Tie-Ins..........................................................................................................................40
52.5 Connection of Existing Mains.......................................................................................41
52.6 Valve Cut-Ins ...............................................................................................................41
52.7 Water Services. ...........................................................................................................41 �-
52.8 2-Inch Temporary Service Line ....................................................................................43
52.9 Purging and Sterilization of Water Lines......................................................................44
52.10 Work Near Pressure Plane Boundaries.............................
52.11 Water Sample Station..................................................................................................45
52.12 Ductile Iron and Gray Iron Fittings................................................................................45
D- 53 SPRINKLING FOR DUST CONTROL. ........................................................................46
D- 54 DEWATERING.............................................................................................................46 T
D- 55 TRENCH EXCAVATION ON DEEP TRENCHES.........................................................46
D- 56 TREE PRUNING..........................................................................................................46
D- 57 TREE REMOVAL
5-- 58 TEST HOLES...............................................................................................................47
D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND
NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING
CONSTRUCTION ........................................................................................................47
D- 60 TRAFFIC BUTTONS....................................................................................................48
6---61 SANITARY SEWER SERVICE CLEANOUTS..............................................................48
D- 62 TEMPORARY PAVEMENT REPAIR............................................................................49
6- 6-3 CONSTRUCTION STAKES.........................................................................................49
D-64 EASEMENTS AND PERMITS......................................................................................49 –
D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ................................................50
D- 66 WAGE RATES............................................................................................................50
D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE.....................................50 _.
D-68 STORM WATER POLLUTION PREVENTION.................................................................51
D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF
EXISTING WATER SYSTEMS........................................................................................53
D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD.................................................53
D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION .....................................................53
06104103 SC-2
PART D - SPECIAL CONDITIONS
D, Part D shall This Part D — Special Conditions is complimentary to Part C—General Conditions
and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained in this
Part D that is additive to any provision in Part C — General Conditions and part C1 —
Supplementary Conditions to Part C of the Contract are to be read together. Any conflict
between Part C — General Conditions and Part C1 — Supplementary Conditions of the Contract
and this Part D, Part D shall control.
For: Camelot Water Line Improvements
5,400 LF of 6"— 12" Water Pipe
- 18 - 6"-12" Gate Valves
410 LF of 12" DI Carrier Piper with 20" Bores and Steel Casing
1 Pressure Reducing Valve Station
Fort Worth, Texas
DOE Project No. 4244
Water Department Project No. PW53-060530177810.
D-1 GENERAL
The order or precedence in case of conflicts or discrepancies between various parts of the
Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily,
follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Conditions shall be applicable to this project and shall govern over any
conflicts with the General Contract Documents under the provisions stated above. The
.. Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both, for a period of two (2)years from date of final acceptance of this project by
the City of Fort Worth and will be required to replace at his expense any part or all of this project
which becomes defective due to these causes.
Subject to modifications as herein contained, the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest revisions, are made a part of the
General Contract Documents for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers
name, or identification include therein as specifying, referring or implying product control,
performance, quality, or other shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
shown or mentioned in the other shall be accomplished or furnished in a faithful manner as
though required by all.
Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-
qualified with the Water Department to perform such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govern performance of all such work.
This contract and project, where applicable, may also be governed by the two following published
specifications, except as modified by these Special Provisions:
06104103 SC-3
PART D - SPECIAL CONDITIONS
1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRAL TEXAS
Any conflict between these contract documents and the above 2 publications shall be resolved in
favor of these contract documents.
A copy of either of these specifications may be purchased at the office of the Transportation and
Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the
pay item by the designer. If not shown, then applicable published specifications in either of these
documents may be followed at the discretion of the Contractor. General Provisions shall be
those of the Fort Worth document rather than Division 1 of the North Central Texas document.
Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract document at any time. Failure to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole
responsibility to deliver the proposal at the proper time to the proper place. The mere fact
that a proposal was dispatched will not be considered. The Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL", and the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fort Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot
be withdrawn prior to the time set for opening proposals. A request for non-consideration of a -„
proposal must be made in writing, addressed to the City Manager, and filed with him prior to
the time set for the opening of proposals. After all proposals not requested for non-
consideration are opened and publicly read aloud, the proposals for which non-consideration
requests have been properly filed may, at the option of the Owner, be returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraphic communication over the signature of
the bidder was mailed prior to the proposal opening time. If such confirmation is not received
Within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal.
D-2 COORDINATION MEETING
06/04/03 SC-4
PART D - SPECIAL CONDITIONS
For coordination purposes, weekly meetings at the job site may be required to maintain the
project on the desired schedule. The contractor shall be present at all meetings.
D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
A. Definitions:
1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a coverage agreement (TWCC-81,
TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance
coverage for the person's or entity's employees providing services on a project, for the
duration of the project.
2. Duration of the project - includes the time from the beginning of the work on the project
until the contractor's/person's work on the project has been completed and accepted by
the governmental entity.
3. Persons providing services on the project ("subcontractor" in Section 406.096)- includes
all persons or entities performing all or part of the services the contractor has undertaken
�. to perform on the project, regardless of whether that person contracted directly with the
contractor and regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which
furnishes persons to provide services on the project. "Services" include, without limitation,
providing, hauling, or delivering equipment or materials, or providing labor, transportation,
or other services related to a project. "Services" does not include activities unrelated to
the project, such as food/beverage vendors, office supply deliveries, and delivery of
portable toilets.
B. The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the governmental entity showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide the
governmental entity:
1. A certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
2. No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
06104 103 SC-5
PART D - SPECIAL CONDITIONS
F. The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within ten (10) days after the contractor knew or should have known„ of any change
that materially affects the provision of coverage of any person providing services on the
project. _.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons providing
services on the project that they are required to be covered, and stating how a person may
verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
2. Provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contracts, and provide to the Contractor:
a.) A certificate of coverage, prior to the other person beginning work on the project; and
b.) A new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current certificate of coverage
ends during the duration of the project.
5. Retain all required certificates of coverage on file for the duration of the project and for
one year thereafter.
6. Notify the governmental entity in writing by certified mail or personal delivery, within ten
(10) days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
7. Contractually require each person with whom it contracts, to perform as required by
paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom
they are providing services.
8. By signing this contract or providing or causing to be provided a certificate of coverage,
the contractor is representing to the governmental entity that all employees of the
contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage will be based on
06104103 SC-6
PART D - SPECIAL CONDITIONS
proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actions.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the governmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
- from the governmental entity.
J. The contractor shall post a notice on each project site informing all persons providing services
i, on the project that they are required to be covered, and stating how a person may verify
current coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other Texas
s
Worker's Compensation Commission rules. This notice must be printed with a title in at least
30 point bold type and text in at least 19 point normal type, and shall be in both English and
Spanish and any other language common to the worker population. The text for the notices
shall be the following text, without any additional words or changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
.. Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information
on the legal requirement for coverage, to verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage".
D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT
During the construction of this project, it will be necessary to deactivate, for a period of time,
existing lines. The Contractor shall be required to coordinate with the Water Department to
determine the best times for deactivating and activating those lines.
D- 5 CROSSING OF EXISTING UTILITIES
Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or
proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet
barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be
constructed of ductile iron pipe. The Engineer shall determine the required length of
replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51
Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall
be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a
urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps.
Backfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary
work, the cost of which shall be included in the price bid in the Proposal for each bid item.
D-6 EXISTING UTILITIES AND IMPROVEMENTS
06104103 SC-7
PART D - SPECIAL CONDITIONS
The plans show the locations of all known surface and subsurface structures. However, the
Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or
to show them in their exact location. It is mutually agreed that such failure shall not be
considered sufficient basis for claims for additional compensation for extra work or for increasing
the pay quantities in any manner whatsoever.
The Contractor shall be responsible for verifying the locations of and protecting all existing
utilities, service lines, or other property exposed by his construction operations. Contractor shall
make all necessary provisions for the support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and structures both above and below
ground during construction. The Contractor is liable for all damages done to such existing
facilities as a result of his operations and any and all cost incurred for the protection and/or
temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall
be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION
WILL BE ALLOWED.
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace
or repair the utilities or service lines with the same type of original material and construction, or
better, unless otherwise shown or noted on the plans, at his own cost and expense. The
Contractor shall immediately notify the Owner of the damaged utility or service line. He shall
cooperate with the Owners of all utilities to locate existing underground facilities and notify the
Engineer of any conflicts in grades and alignment.
Any and all permanent structures such as parking lot surface, fencing, and like structures on
either public or private property shall be replaced at no cost to the City by material of equal value -
and quality as that damaged.
In case it is necessary to change or move the property of any owner of a public utility, such T
property shall not be moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their property that may be made necessary by performance of
this contract.
The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on
the plans as the best information available at the time of design, from the owners of the utilities
involved and from evidences found on the ground.
D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES
It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe
under shallow bury conditions. It will be the responsibility of the Contractor to protect both the
new line and the existing lines from these possibly excessive loads. The Contractor shall not, at
any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage
to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's
expense, to the satisfaction of the City.
In locations where it is not permissible to cross the existing or proposed pipes without additional
protection the Contractor may elect to provide additional protection of the pipes so that more
frequent crossings of the pipes are allowed. It still is, however, the responsibility of the
Contractor to repair any damage to the existing or proposed lines, if the damage results from any
phase of his construction operation.
06104103 SC-8
PART D - SPECIAL CONDITIONS
D-8 TRAFFIC CONTROL
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of
the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for
providing traffic control during the construction of this project consistent with the provisions set
forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and
Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on
Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section
Nos. 27, 29, 30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer
at (817) 871-8770 at least 10 working days prior to the pre-construction conference. Although
work will not begin until the traffic control plan has been reviewed, the Contractor's time will begin
in accordance with the time frame established in the Notice to the Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign, which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation and Public Works
Department, Signs and Markings Division, (Phone Number 871-7738) to remove the sign. In the
case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
meeting the requirements of the above-referenced manual and such temporary sign must be
installed prior to the removal of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When construction work is completed to the
extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs
and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place
until such reinstallation is completed.
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic.
Work shall not be performed on certain locations/streets during "peak traffic periods" as
determination by the City Traffic Engineer and in accordance with the applicable provision of the
"City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas."
Payment for Traffic Control shall be made on a Lump Sum Basis.
D-9 DETOURS
The contractor shall prosecute his work in such a manner as to create a minimum of interruption
to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the
project area.
D- 10 EXAMINATION OF SITE
- It shall be the responsibility of the prospective bidder to visit the project site and make such
examinations and explorations as may be necessary to determine all conditions, which may affect
construction of this project. Particular attention should be given to methods of providing ingress
s and egress to adjacent private and public properties, procedures for protecting existing
improvements and disposition of all materials to be removed. Proper consideration should be
given to these details during the preparation of the Proposal and all unusual conditions, which
06104103 SC-9
PART D - SPECIAL CONDITIONS
may give, rise to later contingencies should be brought to the attention of the Owner prior to the
submission of the Proposal.
D- 11 ZONING COMPLIANCE
During the construction of this project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth in the use of vacant property for storage purposes.
D- 12 WATER FOR CONSTRUCTION
The Contractor at his own expense will furnish water for construction.
D- 13 WASTE MATERIAL
All waste material shall become the property of the Contractor and shall be disposed of by the
Contractor at locations approved by the Engineer. All material shall be disposed of in such a
manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to r
street improvements or to abutting property.
D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE
The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to a
the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be
done on a daily basis. Clean up work shall include, but not be limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of residents' property
If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next
estimate payment (and all subsequent payments until completed) of the appropriate bid item(s)
will be reduced by 25%.
Final cleanup work shall be done for this project as soon as all construction has been completed.
No more than seven days shall elapse after completion of construction before the roadway, right-
of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make
a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its
representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or
concrete and other construction materials, and in general preparing the site of the work in an
orderly manner and appearance. The City of Fort Worth Department of Engineering shall give -
final acceptance of the completed project work.
D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK
Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a
schedule outlining the anticipated time for each phase of construction with starting and
completion dates, including sufficient time being allowed for cleanup.
D- 16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES
The following procedures will be followed regarding the subject item on this contract:
06104103 SC-1 0
PART D - SPECIAL CONDITIONS
1. A warning sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
2. Equipment that may be operated within ten feet of high voltage lines shall have insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator
links on the lift hook connections.
3. When necessary to work within six feet of high voltage electric lines, notification shall be
given the power company (ONCORE) who will erect temporary mechanical barriers, de-
energize the lines, or raise or lower the lines. The work done by the power company shall
not be at the expense of the City of Fort Worth. The notifying department shall maintain
an accurate log of all such calls to ONCORE, and shall record action taken in each case.
4. The Contractor is required to make arrangements with the ONCORE company for the
temporary relocation or raising of high voltage lines at the Contractor's sole cost and
expense.
5. No person shall work within six feet of a high voltage line without protection having been
taken as outlined in Paragraph (3).
D- 17 BID QUANTITIES
Bid quantities of the various items in the proposal are for comparison only and may not reflect the
actual quantities. There is no limit to which a bid item can be increased or decreased.
Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured
quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim
will be considered for lost or anticipated profits based upon differences in estimated quantities
versus actual quantities.
D- 18 CUTTING OF CONCRETE
When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be
subsidiary to the unit cost of the respective item.
D- 19 PROJECT DESIGNATION SIGN
Project signs are required at all locations. It shall be in accordance with the attached Figure 30
(dated 9-18-96). The signs may be mounted on skids or posts. The Engineer shall approve the
exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs
shall be attached to barricades used where manhole rehabilitation or replacement is being
conducted. Signs suspended from barricading shall be placed in such a way that signs do not
interfere with reflective paint or coloring on the barricades. Barricade signs shall be in
accordance with Figure 30, except that they shall be V-0" by 2'-0" in size. The information box
shall have the following information:
For Questions on this Project Call:
(817) 871-8306 M-F 7:30 am to 4:30 p.m.
F or
(817)871-8300 Nights and Weekends
06104103 SC-1 1
PART D - SPECIAL CONDITIONS
Any and all cost for the required materials, labor, and equipment necessary for the furnishing of
Project Signs shall be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT
At locations in the project where mains are required to be placed under existing sidewalks and/or
driveways, such sidewalks and/or driveways shall be completely replaced for the full existing
width, between existing construction or expansion joints with 3000 psi concrete with reinforcing
steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works
Department Standard Specifications for Construction, Item 504.
At locations where mains are required to be placed under existing curb and gutter, such curb and
gutter shall be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City of Fort Worth Public Works Department Standard Specification
for Construction, Item 502.
Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances
required, shall be included in the square yard price of the bid item for concrete sidewalk or
driveway repair.
D-21 MISCELLANEOUS PLACEMENT OF MATERIAL
Material has been allocated under various bid items in the Proposal to establish unit prices for
miscellaneous placement of material. These materials shall be used only when directed by the
Engineer, depending on field conditions. Payment for miscellaneous placement of material will
be made for only that amount of material used, measured to the nearest one-tenth unit. Payment
for miscellaneous placement of material shall be in accordance with the General Contract
Documents regardless of the actual amount used for the project.
D-22 CRUSHED LIMESTONE BACKFILL
Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for
trench backfill on this project. The material shall conform to Public Works Standard
Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and
Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the
requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract
Documents.
Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal
multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of
Backfill Materials, Construction Specifications, and General Contract Documents.
D-23 2:27 CONCRETE
Transportation and Public Works Department typical sections for Pavement and Trench Repair
for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-
out includes the word "concrete", the consistent interpretation of the Transportation and Public
Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete.
D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION
06104103 SC-12
PART D - SPECIAL CONDITIONS
Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within
easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2
Backfill and E2-2 Excavation and Backfill of the General Contract
Documents and Specifications except as specified herein.
1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maximum trench widths are exceeded, either through accident or otherwise, and if the
Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be
required to support the pipe with an improved trench bottom. The expense of such remedial
�- measures shall be entirely the Contractor's own. All trenching operations shall be confined to the
width of permanent rights-of-way, permanent easements, and any temporary construction
easements. All excavation shall be in strict compliance with the Trench Safety Systems Special
Condition of this document.
2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
backfilled above the top of the embedment material with Type "C" backfill material. Excavated
material used for Type "C" backfill must be mechanically compacted unless the Contractor can
furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than
8. Such evidence shall be a test report from an independent testing laboratory and must include
representative samples of soils in all involved areas, with a map showing the location and depth
of the various test holes. If excavated material is obviously granular in nature, containing little or
no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or
` "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill
material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used.
In general, all backfill material for trenches in existing paved streets shall be in accordance with
Figure A. Sand material specified in Figure A shall be obtained from an approved source and
shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or
vegetable matter and shall meet the following gradation:
• Less than 10% passing the#200 sieve
• P.I. = 10 or less
Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed
Limestone for Embedment of the General Contract Documents and Specifications shall be
replaced with the following:
Sieve Size % Retained
1" 0-10
1/2" 40-75
3/8" 55-90
#4 90-100
#8 95-100
All other provisions of this section shall remain the same.
3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill.
Trenches which lie outside existing or future pavements shall be compacted to a minimum of
90% Standard Proctor Density (A.S.T.M. D698) by mechanical devices specifically designed for
compaction or a combination of methods subject to approval by the Engineer.
Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95%
Standard Proctor Density by mechanical devices specifically designed for compaction or a
3
06104103 SC-13
PART D - SPECIAL CONDITIONS
combination of methods subject to approval by the Engineer. Backfill material to be compacted
as described above must be within +-4% of its optimum moisture content. The top two (2) feet of
sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy
equipment tires, provided it is placed in lifts appropriate to the material being used and the
operation can be performed without damage to the installed pipe.
The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all T.
trench backfill. Any retesting required as a result of failure to compact the backfill material to
meet the standards will be at the expense of the Contractor and will be billed at the commercial
rates as determined by the City. These soil density tests shall be performed at two (2) foot
vertical intervals beginning at a level two (2) feet above the top of the installed pipe and
continuing to the top of the completed backfill at intervals along the trench not to exceed 300
linear feet. The Contractor will be responsible for providing access and trench safety system to -
the level of trench backfill to be tested. No extra compensation will be allowed for exposing the
backfill layer to be tested or providing trench safety system for tests conducted by the City.
4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
labor costs of excavation and backfill will be included in the price bid per linear foot of water and
sewer pipe.
D-25 PAVEMENT REPAIR (E2-19)
The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing
pavement repair equal to or superior in composition, thickness, etc., to existing pavement as
detailed in the Public Works Department typical sections for Pavement and Trench Repair for
Utility Cuts, Figures 1 through 5. _
All required paving cuts shall be made with a concrete saw in a true and straight line on both
sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches shall be filled with required materials as shown on paving
details, compacted and level with the finished street surface. This finished grade shall be
maintained in a serviceable condition until the paving has been replaced. All residential
driveways shall be accessible at night and over weekends.
It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement between the existing gutter and the edge of the trench pavement repair -.
will not hold up if such strip of existing pavement is two (2)feet or less in width.
Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip
of the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches
outside the trench wall nearest the center of the street to the gutter line.
The pavement shall be replaced within a maximum of five (5) working days, providing job
placement conditions will permit repaving. If paving conditions are not suitable for repaving, in
the opinion of the Owner, the repaving shall be done at the earliest possible date.
A permit must be obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility
cuts in the street. The Department of Engineering will inspect the paving repair after construction.
This permit requirement may be waived if work is being done under a Performance Bond and
inspected by the Department of Engineering.
06104103 SC-14
PART D - SPECIAL CONDITIONS
D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS)
A. GENERAL: This specification covers the trench safety requirements for all trench
excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govern all trenches for mains, manholes, vaults, service lines, and
all other appurtenances. The design for the trench safety shall be signed and sealed by a
Registered Professional Engineer licensed in Texas. The trench safety plan shall be specific
for each water and/or sanitary sewer line included in the project.
B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and
Health Administration Standards, 29 CFR Part 1926, Sub-Part P - Excavations, are hereby
made a part of this specification and shall be the minimum governing requirements for trench
safety.
C. DEFINITIONS:
1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen (15) feet.
2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a
series of horizontal level or steps, usually with vertical or near-vertical surfaces between
levels.
3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined
away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or
"trench shields". Shield means a structure that is able to withstand the forces imposed on
it by a cave-in and protect workers within the structure. Shields can be permanent
structures or can be designed to be portable and move along as the work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical
or timber system that supports the sides of a trench and which is designed to prevent
�. cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails,
(uprights), horizontal rails (wales) and/or sheeting.
D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or structures. 'The quantity of trench safety systems shall be
based on the linear foot amount of trench depth greater than five (5)feet.
E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools,
materials, equipment and incidentals necessary for the installation and removal of trench
safety systems.
D-27 SANITARY SEWER MANHOLES
A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer. All
manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
06104103 SCA 5
PART D - SPECIAL CONDITIONS
Documents and Specifications, unless amended or superseded by requirements of this
Special Condition. For new sewer line installations, the Contractor shall temporarily plug all
lines at every open manhole under construction in order to keep debris out of the dry sewer
lines. The plugs shall not be removed until the applicable manhole complete with cone F
section has been constructed and the lid installed to keep out debris as a result of additional
construction.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
per Figure 121.
2. WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and installed according
to the manufacturer's recommendations. Stainless Steel manhole inserts shall be
required for all pipe diameters 18" and greater.
3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with Ram-Nek or an approved equal
sealant. The lift hole shall be sealed on the inside of the manhole with quick setting
cement grout.
4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the
surrounding ground. Backfill shall provide a uniform slope from the top of manhole
casting for not less than three (3)feet each direction to existing finish grade of the ground.
The grade of all surfaces shall be checked for proper slope and grade by string lining the
entire area regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at an elevation
shown on the drawings or minimum of 6 inches above grade.
5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames
and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots.
Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap
between the frame and cover. Bearing surfaces shall be machine finished. Locking
manhole lids and frames will be restricted to locations within the 100-year floodplain and
areas specifically designated on the plans. Certain teed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified.
6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. All shallow cone manholes shall be built in
accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. -
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol,"or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort Worth Water Department, excluding only the
06104103 SC-16
PART D - SPECIAL CONDITIONS
joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint
sealants as per Figure M.
This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded
pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended
by the manufacturer and approved by the Engineer. The joint sealer shall be protected by
a suitable removable wrapper and shall not in any way depend on oxidation, evaporation,
or any other chemical action for either its adhesive properties or cohesive strength. The
Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing
regardless of the length of time it is exposed to the elements. The manufacturer shall
furnish an affidavit attesting to the successful use of the product as a pre-formed flexible
joint sealant on concrete pipe and manhole sections for a period of at least five years.
B. EXECUTION:
1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above-specified materials. All surfaces to be in contact with the
joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. The
manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in
accordance with the recommendations. The protective wrapper shall remain on the joint
sealant until immediately prior to the placement of the pipe in the trench. After removal of
the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over
manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames
and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer.
2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full
depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole
frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench
nearly vertical.
Remove manhole frame from the manhole structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as determined
by the Engineer shall be replaced. Grade rings that are constructed of brick, block
materials other than pre-cast concrete rings, or where necessary and approved by the
Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a
pre-cast concrete flattop section will be the only adjustments allowed.
In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose
debris. Coat exposed manhole surfaces with an approved bonding agent followed by an
application of quick setting hydraulic cement to provide a smooth working surface.
If the inside diameter of the manhole is too large to safely support new adjustment rings
or frames, a flat top section shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall be free of
dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint
06104103 SC-17
PART D - SPECIAL CONDITIONS
material along the inside and outside edge of each joint, or use trowelable material in lieu i
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. No steel shims, wood, stones, or any material not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
manhole frame.
In paved areas or future paved areas, castings shall be installed by using a straight edge
not less than ten (10) feet long so that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation.
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with �.
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness.
4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be
wrapped with 6 mil plastic to protect the sealant from damage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include
all labor, equipment, and materials necessary for construction of the manhole including, but
not limited to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not
include pavement replacement, which if required, shall be paid separately.
The price bid for reconstruction of existing manholes shall include all labor equipment and
materials necessary for construction of new manhole, including, but not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. -}
Payment shall not include pavement replacement, which if required, shall be paid separately.
The price bid for adjusting and/or sealing of existing manholes shall include all labor,
equipment and materials necessary for adjusting and/or sealing the manhole, including but
not limited to,joint sealing, lift hole sealing, and exterior surface coating.
Payment for concrete collars will be made per each. Payment for manhole inserts will be
made per each.
D-28 SANITARY SEWER SERVICES
Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be
required as shown on the plans, and/or as described in these Special Contact Documents in
addition to those located in the field and identified by the Engineer as active sewer taps. The
service connections shall be constructed by the Contractor utilizing standard factory
manufactured tees. City approved factory manufactured saddle taps may be used, but only as
directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on
a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of
tapping crews with building owners and the Engineer in order that the work be performed in an
expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be �.
required. Severed service connections shall be maintained as specified in section C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
Contractor shall vertically adjust the existing sewer service line as required for reconnection
06104103 SC-18
PART D - SPECIAL CONDITIONS
and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid
any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargement methods shall be replaced to
the property or easement line or as directed by the Engineer. Procedures listed below for
Sewer Service Replacement shall be adhered to for the installation of any sewer service line
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfll, saddles, tees, fittings incidental four
MP (4) feet of service line and all other associated appurtenances required shall be included in
the price bid for Sanitary Sewer Taps.
B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during
construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer
as required for the connection of the sewer service line. If the sewer service line is in such
condition or adjustment necessitates the replacement of the sewer service line, all work shall
be performed by a licensed plumber. The Engineer shall determine the length of the
replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as
approved by the Engineer. For situations involving sewer service re-routing, whether on
public or private property, the City shall provide line and grade for the sewer service lines as
shown on the project plans. Prior to installing the applicable sewer main or lateral and the
necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the
elevations (shown on the plans) at the building clean-out and compare the data with the
elevation at the proposed connection point on the sewer main, in order to ensure that the two
(2) percent minimum slope (or as specified by the Engineer) requirement is satisfied.
Elevations shall also be verified at all bend locations on the service re-route. All applicable
sewer mains, laterals and affected service lines that are installed without pre-construction de-
holing at the affected residences (to verify design elevations) shall be removed and replaced
as necessary at the Contractor's expense in the event grade conflicts are brought to light after
de-holing is conducted. All elevation information obtained by the Contractor shall be
submitted to the Inspector. The Engineer shall be immediately notified in the event that the
two (2) percent minimum slope is not satisfied. If the Contractor determines that a different
alignment for the re-route is more beneficial than shown on the plans, the Contractor shall
obtain and submit all relevant elevation information for the new alignment to the Inspector and
shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by
' the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grade of
the installed service line and submit signed documentation verifying that the line has been
installed as designed to the Engineer. The Contractor, at its sole expense, shall be required
to uncover any sewer service for which no grade verification has been submitted. All re-
routes that are not installed as designed or fail to meet the City code shall be reinstalled at
the Contractor's expense. The Contractor shall ensure that the service line is backfilled and
compacted in accordance with the City Plumbing Code. Connection to the existing sewer
service line shall be made with appropriate adapter fit'Llogs. The fitting shall be a urethane or
neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The
,. Contractor shall remove the existing clean-out and plug the abandoned sewer service line.
The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or
relocations located on private property. Furthermore, the contractor shall utilize the services
of a licensed plumber for all service line work on private property. Permit(s) must be obtained
from the City of Fort Worth Development Department for all service line work on private
property and all work related to the service line must be approved by a City of Fort Worth
Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to
06104103 SC-19
PART D - SPECIAL CONDITIONS
beginning work on the sanitary sewer service re-route and proof of final acceptance by the
Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer
re-route.
Payment for work and materials such as backfill, removal of existing clean-outs, plugging the
abandoned sewer service line, double checking the grade of the installed service line, pipe
fittings, surface restoration on private property (to match existing), and all other associated
work for service replacements in excess of four (4) linear feet shall be included in the linear
foot price bid for sanitary sewer service line replacement on private property or public right of
way. Payment for all work and material involving the "tap" shall be included in the price bid
for sanitary sewer service taps.
D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES .�
Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as
shown on the plans, and/or described in these Special Contract Documents in addition to those
located in the field and identified by the Engineer. This work shall be done in accordance with
Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract
Documents and Specifications, unless amended or superseded by requirements of this Special
Condition.
A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and
meter box shall be removed and returned to the Water Department warehouse by the
Contractor in accordance with Section E2-1.5 Salvaging of Materials.
B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
grade. The concrete vault shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated
material approved by the Engineer. Surface restoration shall be compatible with existing
surrounding surface and grade.
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
returned to the Water Department warehouse by the Contractor in accordance with Section
E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
existing surrounding surface and grade.
D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be
removed and returned to the Water Department warehouse by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal
shall be backfilled and compacted in accordance with backfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the
Engineer. Surface restoration shall be compatible with existing surrounding surface and
grade. If the valve is th a concrete vault, the vault shall be demolished in place to a point no
less than 18" below final grade.
E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be
abandoned by first closing the valve to the fully closed position and demolishing the valve box
06104103 SC-20
PART D - SPECIAL CONDITIONS
in place to a point not less than 18 inches below final grade. Concrete shall then be used as
backfill material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below final
grade. The void area caused shall then be backfilled and compacted in accordance with
backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
the existing surrounding grade.
G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cone section
shall be removed to the top of the full barrel diameter section, or to point not less than 18
inches below final grade. The structure shall then be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either
clean washed sand of clean, suitable excavated material approved by the Engineer. Surface
restoration shall be compatible with surrounding service surface. Payment for work involved
in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in
the appropriate bid item -Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
the structure disconnected. The complete manhole, including top or cone section, all full
' barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the
^� Engineer. Surface restoration shall be compatible with surrounding surface.
I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be
lift required to cut, plug, and block existing water mains/services or sanitary sewer
mains/services in order to abandon these lines. Cutting and plugging existing mains and/or
services shall be considered as incidental and all costs incurred will be considered to be
included in the linear foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be
the Contractor's responsibility to properly dispose of all removed pipe. All removed valves,
fire hydrants and meter boxes shall be delivered to Water Department Field Operation,
Storage Yard.
K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or
removing existing facilities shall be included in the linear foot bid price of the pipe, except as
follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of location.
Payment will be made for salvaging, abandoning and/or removing all other existing facilities
when said facility is not being replaced in the same trench (i.e., when removal requires a
separate trench).
s L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of
existing sewer mains after the construction of a new sewer main, the Contractor shall be
responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a
final determination that all existing service connections have been relocated to the new main.
06104103 SC-21
PART D - SPECIAL CONDITIONS
Once this determination has been made, the existing main will be abandoned as indicated
above in Item I.
D-30 DETECTABLE WARNING TAPES
Detectable underground utility warning tapes which can be located from the surface by a pipe
detector shall be installed directly above non-metallic water and sanitary sewer pipe. The
detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal,
and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective
inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents
found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall
not be less than two inches with a minimum unit weight of 2%2 pounds/1 inch/100'. The tape shall
be color coded and imprinted with the message as follows: M
Type of Utility Color Code Legends
Water Safety Blue Caution! Buried Water Line Below
Sewer Safety Green Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shall be as
close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18
inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, _
detectable tapes, and all other associated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-31 PIPE CLEANING
Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall
be swept daily and kept clean during installation. A temporary night plug shall be installed on all
exposed pipe ends during any period of work stoppage.
D-32 DISPOSAL OF SPOIL/FILL MATERIAL
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of
Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the Contractor intends to dispose of such
material. Contractor shall not dispose of such material until the proposed sites have been
determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the
City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the
Administrator to ensure that filling is not occurring within a floodplain without a permit. A
floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is
required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall
be evidenced by a letter signed by the Administrator stating that the site is not in a known flood
plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses
associated with obtaining the fill permit, including any necessary Engineering studies, shall be at
the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site
without a fill permit or a letter from the administrator approving the disposal site, upon notification
by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its
expense and dispose of such materials in accordance with the Ordinances of the City and this
section.
D- 33 MECHANICS AND MATERIAL MEN'S LIEN
06104103 SC-22
PART D - SPECIAL CONDITIONS
The Contractor shall be required to execute a release of mechanics and material men's liens
upon receipt of payment.
D-34 SUBSTITUTIONS
The specifications for materials set out the minimum standard of quality, which the City believes
necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor
has received written permission of the Engineer to make a substitution for the material, which has
been specified. Where the term "or equal", or"or approved equal" is used, it is understood that if
a material, product, or piece of equipment bearing the name so used is furnished, it will be
approvable, as the particular trade name was used for the purpose of establishing a standard of
quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's
approval thereof must be obtained before the Contractor procures the proposed substitute.
Where the term "or equal", or "or approved equal" is not used in the specifications, this does not
necessarily exclude alternative items or material or equipment which may accomplish the
intended purpose. However, the Contractor shall have the full responsibility of proving that the
proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall
be the sole judge of the acceptability of substitutions. The provisions of this sub-section as
related to"substitutions" shall be applicable to all sections of these specifications.
D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be
abandoned, removed (except where being replaced in the same location), or rehabilitated
(pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned,
and a television inspection performed to identify any active sewer service taps, other sewer
laterals and their location. Work shall consist of furnishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lines by means of closed circuit
television. Satisfactory precautions shall be taken to protect the sewer lines from damage
that might be inflicted by the improper use of cleaning equipment.
1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be constructed for easy and safe operation. The equipment
shall also have a selection of two or more high-velocity nozzles. The nozzles shall be
capable of producing a scouring action from 15 to 45 degrees in all size lines designated
to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps,
and hydraulically driven hose reel.
Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in
such a way that a portion of the dam may be collapsed at any time during the cleaning
operation to protect against flooding of the sewer. The movable dam shall be equal in
diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls
or other equipment, which cannot be collapsed, is used, special precautions to prevent
flooding of the sewers and public or private property shall be taken. The flow of sewage
present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning
devices whenever possible.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
high-velocity jet equipment. The equipment shall be capable of removing dirt, grease,
rocks, sand, and other materials and obstructions from the sewer lines and manholes. If
cleaning of an entire section cannot be successfully performed from one manhole, the
06104103 SC-23
PART D - SPECIAL CONDITIONS
equipment shall be set up on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire
manhole section, it will be assumed that a major blockage exists, and the cleaning effort
shall be abandoned. When additional quantities of water from fire hydrants are necessary
to avoid delay in normal working procedures, the water shall be conserved and not used
unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by
the hydrant. Before using any water from the City Water Distribution System, the
Contractor shall apply for and receive permission from the Water Department. The
Contractor shall be responsible for the water meter and related charges for the setup,
including the water usage bill. All expenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid
or semisolid material resulting from the cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
site and disposed of at a site designated by the Engineer. All materials shall be removed
from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The -.
camera shall be operative in 100% humidity conditions. The camera, television monitor,
and other components of the video system shall be capable of producing picture quality to
the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no r
payment will be made for an unsatisfactory inspection.
B. EXECUTION:
1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the television camera be pulled at a speed greater
than 30 feet per minute. Manual winches, power winches, TV cable, and powered
rewinds or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line. a
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection videotapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of meter device. Marking on the cable, or ,
the like, which would require interpolation for depth of manhole, will not be allowed.
06104103 SC-24
PART D - SPECIAL CONDITIONS
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. The cost of retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service taps observed during inspection. In addition, other points of
significance such as locations of unusual conditions, roots, storm sewer connections,
broken pipe, presence of scale and corrosion, and other discernible features will be
recorded, and a copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days.
Equipment shall be provided to the City by the Contractor for review of the tapes. The
Engineer will return tapes to the Contractor upon completion of review. Tapes shall not
be erased without the permission of the Engineer. If the tapes are of such poor quality
that the Engineer is unable to evaluate the condition of the sewer line or to locate service
connections, the Contractor shall be required to re-televise and provide a good tape of the
line at no additional cost to the City. If a good tape cannot be provided of such quality that
can be reviewed by the Engineer, no payment for televising this portion shall be made.
Also, no payment shall be made for portions of lines not televised or portions where
manholes cannot be negotiated with the television camera.
THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the
tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary
sewer are to be corrected. The Engineer will return tapes to the Contractor upon
completion of review.
All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
06104103 SC-25
PART D - SPECIAL CONDITIONS
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a legal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor, and the costs must be included in the bid price for TV
Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes
lodged during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
shall be incidental to the project.
D-36 VACUUM TESTING OF SANITARY SEWER MANHOLES
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes.
B. EXECUTION:
1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with
all connections in place. Lift holes shall be plugged, and all drop-connections and gas
sealing connections shall be installed prior to testing.
The sewer lines entering the manhole shall be plugged and braced to prevent the plugs
from being drawn into the manhole. The plugs shall be installed in the lines beyond the
drop-connections, gas sealing connections, etc. The test head shall be placed inside the
frame at the top of the manhole and inflated in accordance with the manufacturer's
recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the -
vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93:
Table I
MINIMUM TIME REQUIRED FOR VACUUM DROP _
OF 1" Hg (10"Hg -9"Hg) (SEC)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole Manhole
0 to 16' 40 sec. 52 sec.
18' 45 sec. 59 sec.
20' 50 sec. 65 sec.
22' 55 sec. 72 sec.
24' 59 sec. 78 sec.
06104103 SC-26
PART D - SPECIAL CONDITIONS
26' 64 sec. 85 sec.
28' 69 sec. 91 sec.
30' 74 sec. 98 sec.
For Each 5 sec. 6 sec.
Additional 2'
2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of
vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any
manhole, which fails to pass the initial test, must be repaired by either pressure grouting
through the manhole wall or digging to expose the exterior wall of the manhole in order to
locate the leak and seal it with an epoxy sealant. The manhole shall be retested as
described above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be
removed and disposed of in a manner satisfactory to the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, including all bypass pumping, required to complete the test as specified
Ji" herein.
D-37 BYPASS PUMPING
The Contractor shall bypass the sewage around the section or sections of sewer to be
rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole
and pumping the sewage into a downstream manhole or adjacent system or other method as
may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity
and size to handle the flow without sewage backup occurring to facilities connected to the sewer.
Provisions shall be made at driveways and street crossings to permit safe vehicular travel without
interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted
to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or
replacement of the sewer line.
D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection performed by an independent sub-Contractor hired by the prime Contractor.
Work shall consist of furnishing all labor, material, and equipment necessary for inspection of
the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken
to protect the sewer lines from damage that might be inflicted by the improper use of cleaning
equipment.
B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be operative in 100% humidity conditions. The camera, television monitor, and
other components of the video system shall be capable of producing picture quality to the
satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
C. EXECUTION:
06104103 SC-27
PART D - SPECIAL CONDITIONS
1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the television camera be pulled at a speed greater
than 30 feet per minute. Manual winches, power winches, TV cable, and powered
rewinds or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line. No more than
2000 linear feet of pipe will be televised at one time for review by the Engineer.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of meter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer. m
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at T
the option of the Contractor. The cost or retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
Sanitary sewer mains must be laced with enough water to fill all low pints. The television
inspection must be done immediately following the lacing of the main with no water flow.
If sewer is active, flow must be restricted to provide a clear image of sewer being
inspected.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service tap observed during inspection. All television logs shall be referenced
to stationing as shown on the plans. A copy of these television logs will be supplied to the
City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor for review of the tapes. Tapes will be returned to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
06104103 SC-28
PART D - SPECIAL CONDITIONS
If the tapes are of such poor quality that the Engineer is unable to evaluate the condition
of the sewer line or to locate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
television camera.
D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be
per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a
quality that the particular piece of sewer can be readily evaluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis. The quantity of TV inspection shall be
measured as the total length of new pipe installed. All costs associated with this work shall be
included in the appropriate bid item - Post-Construction Television Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
shall be incidental to the project.
D-39 SAMPLES AND QUALITY CONTROL TESTING
A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
be used along with the name of the pit from which the material was taken. The contractor
shall provide manufacturer's certifications for all manufactured items to be used in the project
and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mortar which
are to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
C. Quality control testing of in-place material on this project will be performed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to furnish materials and equipment conforming to the
requirements of the contract.
D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
requiring testing. The Contractor shall provide access and trench safety system (if required)
for the site to be tested, and any work effort involved is deemed to be included in the unit
price for the item being tested.
E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL
06104103 SC-29
PART D - SPECIAL CONDITIONS
A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water
pollution control measures deemed necessary by the Engineer for the duration of the
contract. These control measures shall at no time be used as a substitute for the permanent
control measures unless otherwise directed by the Engineer and they shall not include
measures taken by the CONTRACTOR to control conditions created by his construction
operations. The temporary measures shall include dikes, dams, berms, sediment basins,
fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble
liners, baled-hay retards, dikes, slope drains and other devices.
B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth
and the authority to limit the surface area of erodible-earth material exposed by preparing
right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by
excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control �.
measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or
other areas of water impoundment. Such work may involve the construction of temporary
berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats,
seeding, or other control devices or methods directed by the Engineer as necessary to control
soil erosion. Temporary pollution-control measures shall be used to prevent or correct
erosion that may develop during construction prior to installation of permanent pollution
control features, but are not associated with permanent control features on the project. The
Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and
borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the
finish grading, mulching, seeding, and other such permanent pollution-control measures
current in accordance with the accepted schedule. Should seasonal conditions make such
limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed
by the Engineer.
1. Waste or disposal areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment entering streams. ,
2. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or
other structures shall be used wherever an appreciable number of stream crossings are
necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment
shall not be operated in live streams.
3. When work areas or material sources are located in or adjacent to live streams, such -
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
4. All waterways shall be cleared as soon as practicable of false work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished work. -
5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and
reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials. He shall s
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this work.
O&V4103 SC-30
PART D - SPECIAL CbNOITIONS
" D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES
The Contractor shall provide ingress and egress to the property being crossed by this
construction and adjacent property when construction is not in progress and at night. Drives shall
be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his
activities to minimize obstruction of access to drives and property during the progress of
construction. Notification shall be made to an owner prior to his driveway being removed and/or
rebuilt.
D-42 PROTECTION OF TREES, PLANTS AND SOIL
All property along and adjacent to the Contractors' operations including lawns, yards, shrubs,
trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or
better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the Contractor's operations shall
be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work
will be permitted only by experienced workmen in an approved manner (No trimming or pruning
without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly
treated as soon as possible with a tree wound dressing.
By ordinance, the Contractor must obtain a permit from the City Forester before any work
(trimming, removal, or root pruning) can be done on trees or shrubs growing on public property
including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the
Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for
Class II Pruning as described by the National Arborist Association. A copy of these standards
can be provided by calling the above number. Any damage to public trees due to negligence by
the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined
by the International Society of Arboriculture. Payment for negligent damage to public trees shall
be made to the City of Fort Worth and may be withheld from funds due the Contractor by the
City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall
be immediately sealed using a commercial pruning paint.
No separate payment will be made for any of the work involved for this item and all costs incurred
will be considered a subsidiary cost of the project.
D-43 SITE RESTORATION
The contractor shall be responsible for restoring the site to original grade and condition after
completion of his operations subject to approval of the Engineer. The basis for approval by the
Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot.
D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST
Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth
Standard Product List, for the bid to be considered responsive. Products and processes listed in
the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth
minimum technical requirements.
06104103 SC-31
PART D - SPECIAL CONDITIONS
D-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING
This item shall be performed in accordance with the City of Fort Worth Parks and Community
Services Department Specifications for Topsoil, Sodding and Seeding.
1. TOPSOIL
DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
grades as established by the Engineer.
CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to
supplement material secured from street excavation. All excavated materials from streets
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil material secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
2. SODDING
DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St.
Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on
embankments or cut slopes, or in such areas as designated on the Drawings and in
accordance with the requirements of this Specification. Recommended Buffalo grass
varieties for sodding are Prairie and 609.
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots.
The sod shall be free from obnoxious weeds or other grasses and shall not contain any
matter deleterious to its growth or which might affect its subsistence or hardiness when
transplanted. Sod to be placed between curb and walk and on terraces shall be the same
type grass as adjacent grass or existing lawn.
Care shall be taken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing at the source shall be
watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated.
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contract, sodding of the type specified shall be performed in accordance with the
requirements hereinafter described. Sodding shall be either "spot" or "block"; either
Bermuda, Buffalo or St. Augustine grass.
a. Spot Sodding
OMM SC-32
PART D - SPECIAL CONDITIONS
Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
rurrows, sod approximately three (3) inches square shall be placed on twelve (12) inch
centers at proper depth so that the top of the sod shall not be more than one-half (1/2)
inch below the finished grade. Holes of equivalent depth and spacing may be used
instead of furrows. The soil shall be firm around each block and then the entire sodded
area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five
(25) pounds per square inch compression. Hand tamping may be required on terraces.
b. Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be carefully placed on
the prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact
solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to
the height or slope of the surface or nature of the soil, shall,. upon direction of the
Engineer, be pegged with wooden pegs driven through the sod block to the firm earth,
sufficiently close to hold the block sod firmly in place.
When necessary, the sodded areas shall be smoothed after planting has been completed
and shaped to conform to the cross-section previously provided and existing at the time
sodding operations were begun. Any excess dirt from planting operations shall be spread
uniformly over the adjacent areas or disposed of as directed by the Engineer so that the
completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and
shall be subsequently watered at such times and in a manner and quantity directed by the
Engineer until completion and final acceptance of the project by the City of Fort Worth.
3. SEEDING
DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a
mixture of seed of the kind specified along and across such areas as may be designated on
the Drawings and in accordance with these Specifications.
MATERIALS:
a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirements of the Texas
Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis
shown on each tag shall be within nine (9) months of time of delivery to the project. Each
variety of seed shall be furnished and delivered in separate bags or containers. A sample
. of each variety of seed shall be furnished for analysis and testing when directed by the
Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name aqdlty Germination
Common Bermuda Grass 95% 90%
06104103 SC-33
PART D - SPECIAL CONDITIONS
Annual Rye Grass 95% 95%
Tall Fescue 95% 90%
Western Wheatgrass 95% 90%
Buffalo Grass Varieties
Top Gun 95% 90%
Cody 95% 90%
06IN/03 SC-34
PART D - SPECIAL CONDITIONS
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS)
Mixture for Clay or Tight Soils Mixture for
Sandy Soils
Dates (Eastern Sections) (Western Sections) (All Sections)
Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100 Total: 100
Table, 120.2.(2)b
'F TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue 50
to Western Wheatgrass 50
May 1 Annual Rye 50
Total: 100
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of this
Contract, seeding of the type specified shall be performed in accordance with the
requirements hereinafter described.
a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent
washing of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
seed bed preparation has been completed and shaped to conform to the cross-section
previously provided and existing at the time planting operations were begun.
BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be
uniformly distributed over the areas shown on the Drawings and where directed. If the sowing
of seed is by hand, rather than by mechanical methods, the seed shall be sown in two
directions at right angles to each other. Seed and fertilizer shall be distributed at the same
time provided the specified uniform rate of application for both is obtained. "Finishing" as
specified in Section D-45, Construction Methods, is not applicable since no seed bed
preparation is required.
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then
be finished to line and grade as specified under "Finishing" in Section D-45, Construction
Methods.
The seed, or seed mixture, specified shall then be planted at the rate required and the
application shall be made uniformly. If the sowing of seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of
the"Cultipacker" type. All rolling of the slope areas shall be on the contour.
06104103 SC-35
PART D - SPECIAL CONDITIONS
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed
to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in
the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed.
The area shall then be finished to line and grade as specified under "Finishing" in Section D-
45, Construction Methods.
Water shall then be applied to the cultivated area of the seed bed until a minimum depth of
six (6) inches is thoroughly moistened.
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may
be distributed at the same time, provided the specified uniform rate of application for both is
obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of
approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface
without ruts or tracks. In between the time compacting is completed and the asphalt is
applied, the planted area shall be watered sufficiently to assure uniform moisture from the
surface to a minimum of six (6) inches in depth.
The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on the Drawings and shall conform to the requirements of
the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown
on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of
the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied
to the area in such a manner so that a complete film is obtained and the finished surface shall
be comparatively smooth.
RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have been planted may be replanted beginning February 1
with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the
following manner. The cool season species shall be mowed down to a height of one (1) inch
to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate
soil penetration.
* Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the
soil and places the seed in the slit which is then pressed close with a cult packer wheel.
4. HYDROMULCH SEEDING:
If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and
have a germination rate of 90%. Contractor shall ensure that the grass establishes.
5. CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer' will consist of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
06104103 SC-36
PART D - SPECIAL CONDITIONS
MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with
" an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures
in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients
respectively as determined by the methods of the Association of Official Agricultural
." Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted
- or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall equal or exceed that specified for each nutrient.
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry
and in good physical condition. Fertilizer that is powdered to caked will be rejected.
i Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the
average rate of three hundred (300) pounds per acre for all types of "Sodding" and four
hundred (400) pounds per acre for all types of"Seeding".
MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard
in place on the project site. Measurement will be made only on topsoils secured from borrow
sources.
Acceptable material for"Seeding" will be measured by the linear foot, complete in place.
Acceptable material for"Sodding"will be measured by the linear foot, complete in place.
Acceptable material for"Fertilizer" shall be subsidiary to the price of sodding or seeding.
PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract
unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid
for each item of work. Its price shall be full compensation for excavating (except as noted
below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and
incidentals necessary to complete work.
All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place
topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items
and will not be paid for directly.
"Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit
price per square yard, complete in place, as provided in the proposal and contract. The
contract unit price shall be the total compensation for furnishing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials,
labor, equipment, tools and incidentals necessary to complete the work, all in accordance with
the Drawings and these Specifications.
The work performed and materials furnished and measured as provided under
"Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which price shall each be full compensation for furnishing all
OrV04103 SC-37
PART D - SPECIAL CONDITIONS
materials and for performing all operations necessary to complete the work accepted as
follows:
Fertilizer material and application will not be measured or paid for directly, but is considered
subsidiary to Sodding and Seeding.
D- 46 CONFINED SPACE ENTRY PROGRAM
It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED
SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and
subcontractors at all times during construction. All active sewer manholes, regardless of depth,
are defined by OSHA, as "permit required confined spaces". Contractors shall submit an
acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain
an active file for these manholes. The cost of complying with this program shall be subsidiary to
the pay items involving work in confined spaces.
D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION +`
1. Prior to the final inspection being conducted for the project, the contractor shall contact
the city inspector in writing when the entire project or a designated portion of the project is
substantially complete.
2. The inspector along with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed work and prepare and submit to the contractor a
list of items needing to be completed or corrected.
3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the
owner in writing when all the items have been completed or corrected.
4. Payment for substantial completion inspection as well as final inspection shall be �-
subsidiary to the project price. Contractor shall still be required to address all other
deficiencies, which are discovered at the time of final inspection.
5. Final inspection shall be in conformance with general condition item "C5-5.18 Final
Inspection" of PART C- GENERAL CONDITIONS.
Q-48 EXCAVATION NEAR TREES
1. The Contractor shall be responsible for taking measures to minimize damage to tree
limbs, tree trunks, and tree roots at each work site. All such measures shall be
considered as incidental work included in the Contract Unit Price bid for applicable pipe or
structure installation except for short tunneling/tree augering.
k
2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a "snow fence" along the drip line
or edge of the tree root system between tree and the construction area.
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
pruned that might be damaged by equipment operations. The Engineer shall be notified
at least 24 hours prior to any tree trimming work. No trimming work will be permitted
within private property without written permission of the Owner.
4. Nothing shall be stored over the tree root system within the drip line area of any tree.
oero4ro3 9C-38
M0
PART D - SPECIAL CONDITIONS
d
5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be
sawcut for a minimum depth of 2 feet.
6. At designated locations shown on the drawings, the "short tunnel' method using Class 51
D.I. pipe shall be utilized.
7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
construction shall be removed and replaced with the same type and diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified landscaper for all the work required for tree care to
ensure utilization of the best agricultural practices and procedures.
9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter
shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe
installation shall be pressure grouted.
D-49 CONCRETE ENCASEMENT OF SEWER PIPE
Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of
concrete encasement as measured in place along the centerline of the pipe for each pipe
diameter indicated. The Contract Unit Price shall include all costs associated with installation and
reinforcement of the concrete encasement.
D- 50 CLAY DAM
Clay dam construction shall be performed in accordance with the Wastewater Clay Dam
Construction, figure in the Drawings in these Specifications, at locations indicated on the
Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an
impervious barrier to reduce groundwater percolation through the pipeline trench. Construction
material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as
forming, placing and finishing shall be subsidiary to the price bid for pipe installation.
D- 51 EXPLORATORY EXCAVATION (D-HOLE)
The Contractor shall be responsible for verifying the locations of all existing utilities prior to
construction, in accordance with item D-6. At locations identified on the drawings, contractor shall
conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the
existing underground utility where it may be in potential conflict with a proposed facility alignment.
The exploratory excavation shall be conducted prior to construction of the entire project only
at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report
of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the
start of construction of the entire project. If the contractor determines an existing utility is in
conflict with the proposed facility, the contractor shall contact the engineer immediately for
�. appropriate design modifications.
The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain
a safe and proper driving surface to ensure the safety of the general public and to meet the
approval of the City inspector. The contractor shall be liable for any and all damages incurred
due to the exploratory excavation (D-Hole).
06104103 SC-39
PART D - SPECIAL CONDITIONS
Payment shall not be made for verification of existing utilities per item D-6. Payment for
exploratory excavation (D-Hole), at locations identified on the plans or as directed by the
Engineer, shall include full compensation for all materials, excavation, surface restoration, field E
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s)conducted after construction has begun.
D- 52 INSTALLATION OF WATER FACILITIES
52.1 Polyvinyl Chloride (PVC) Water Pipe
POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance
with the material standard contained in the General Contract Documents. Payment for work
such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant
required, shall be included in the linear foot price bid of the appropriate BID ITEM(S).
52.2 Blocking
Concrete blocking on this Project will necessarily be required as shown on the Plans and
shall be installed in accordance with the General Contract Documents. All valves shall have
concrete blocking provided for supporting. No separate payment will be made for any of the
work involved for the item and all costs incurred will be considered to be included in the
linear foot bid price of the pipe or the bid price of the valve.
52.3 Type of Casing Pipe
1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and �.
Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
For the inside and outside of casing pipe, coal-tar protective coating in accordance with
the requirements of Sec. 2.2 and related sections in AWWA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
concrete pipes when installed in casing. Installation shall be as recommended by the
Manufacturer.
2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
Construction standard E2-15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and
incidental work shall be included in the unit price bid per foot.
52.4 Tie-Ins
The Contractor shall be responsible for making tie-ins to the existing water mains. It shall
be the responsibility of the Contractor to verify the exact location and elevation of the
existing line tie-ins. And any differences in locations and elevation of existing line tie-ins
between the contract drawings and what may be encountered in the field shall be
06104103 SC-40
PART D - SPECIAL CONDITIONS
considered as incidental to construction. The cost of making tie-ins to existing water or
sanitary sewer mains shall be included in the linear foot bid price of the pipe.
52.5 Connection of Existing Mains
The Contractor shall determine the exact location, elevation, configuration and angulation
of existing water or sanitary sewer lines prior to manufacturing of the connecting piece.
Any differences in locations, elevation, configuration, and or angulation of existing lines
between the contract drawings and what may be encountered in the said work shall be
considered as incidental to construction. Where it is required to shut down existing mains
in order to make proposed connections, such down time shall be coordinated with the
Engineer, and all efforts shall be made to keep this down time to a minimum. In case of
shutting down an existing main, the Contractor shall notify the Manager, Construction
Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The
Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE,
Page C5-5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT
GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The
Contractor shall notify the customer both personally and in writing as to the location, time,
and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot
price bid for the appropriate pipe size.
52.6 Valve Cut-Ins
It may be necessary to cut-in gate valves to isolate the water main from which the
extension and/or replacement is to be connected. This may require closing valves in other
lines and putting consumers out of service for that period of time necessary to cut in the
new valve; the work must be expedited to the utmost and all such cut-ins must be
coordinated with the engineer in charge of inspection. All consumers shall be individually
advised prior to the shut out and advised of the approximate length of time they may be
without service.
Payment for work such as backfill, bedding, fittings, blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
52.7 Water Services
The relocation, replacement, or reconnection of water services will be required as shown
on the plans, and/or as described in these Special Contract Documents in addition to
those located in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factory manufactured
tap saddles (when required) and corporation stops, type K copper water tubing, curb
stops with lock wings, meter boxes, and if required approved manufactured service
branches. All materials used shall be as specified in the Material Standards (E1-17 & El-
18) contained in the General Contract Documents.
All water services to be replaced shall be installed at a minimum depth of 36 inches below
final grade.
All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation
from the main line to the meter box.
06104103 SC-41
PART D - SPECIAL CONDITIONS
All services which are to be replaced or relocated shall be installed with the service main
tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
A minimum of 24 hours advance notice shall be given when service interruption will be
required as specified in Section C5-5.15 INTERRUPTION OF SERVICE.
All water service meters shall be removed, tagged, and collected by the contractor for
pickup by the Water Department for reconditioning or replacement. After installation of the
water service in the proposed location and receipt of a meter from the project inspector
the contractor shall install the meter. The meter box shall be reset as necessary to be
flush with existing ground or as otherwise directed by the Engineer. All such work on the
outlet side of the service meter shall be performed by a licensed plumber.
1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
required when the existing service is lead or is too shallow to avoid breakage during street
reconstruction. The contractor shall replace the existing service line with Type K copper
from the main to the meter, curb stop with lock wings, and corporation stop.
Payment for all work and materials such as backfill, fittings, type K copper tubing, curb
stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
center line existing meter location to center line proposed meter location shall be included
in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind
Meter. Any vertical adjustment of customer service line within the 5 foot area shall be
subsidiary to the service installation.
Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main. -
2. WATER SERVICE RECONNECTION: Water service reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
reconstruction. The contractor shall adjust the existing water service line as required for
reconnection and furnish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for each service reconnected plus for any copper service line
used in excess of five (5) feet from Main to five (5)feet behind the Meter. "
3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the proposed meter location, separate
payment will be allowed for the relocation of service meter and meter box. Centerline is
defined by a line extended from the service tap through the meter. Only relocations made
perpendicular to this centerline will be paid for separately. Relocations made along the
centerline will be paid of in feet of copper service line.
When relocation of service meter and meter box is required, payment for all work and
materials such as backfill, fittings, five (5) feet of type K copper service and all materials,
labor, and equipment used by and for the licensed plumber shall be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate
bid item(s).
06104103 SC-42
PART D - SPECIAL CONDITIONS
This item will also be used to pay for all service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
s 4. NEW SERVICE: When new services are required the contractor shall install tap saddle
(when required), corporation stop, type K copper service line, curb stop with lock wings,
and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2
: inch water meters or smaller. The reinforced plastic water meter boxes shall comply with
section E1-18A— Reinforced Plastic Water Meter Boxes.
Payment for all work and materials such as backfill, fittings, type K copper tubing, and
curb stop with lock wings shall be included in the Linear Foot price bid for Service Line
from Main to Meter five (5)feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings
shall be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as furnishing and setting new meter box shall be
included in the price bid for furnish and set meter box.
5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the
contractor shall furnish approved factory manufactured branches.
Payment for multiple service branches will include furnishing and installing the multiple
service branch only and all other cost will be included in other appropriate bid item(s).
6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service meter encountered during construction
shall be replaced with one service line that is applicable for the size of the existing service
meter and approved by the Engineer.
Payment shall be made at the unit bid price in the appropriate bid item(s).
52.8 2-Inch Temporary Service Line
A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide
temporary water service to all buildings that will necessarily be required to have severed
water service during said work. The contractor shall be responsible for coordinating the
schedule of the temporary service connections and permanent service reconnections with
the building owners and the Engineer in order that the work be performed in an
expeditious manner. Severed water service must be reconnected within 2 hours of
discontinuance of service.
A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be required at the temporary service point of
connection to the City water supply. The 2-inch temporary service main and 3/4-inch
service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
The out-of-service meters shall be removed, tagged and collected by the Contractor for
delivery to the Water Department Meter Shop for reconditioning or replacement. Upon
restoring permanent service, the Contractor shall re-install the meters at the correct
06104103 SC-43
PART D - SPECIAL CONDITIONS
location. The meter box shall be reset as necessary to be flush with the existing ground or
as otherwise directed by the Engineer.
The temporary service layout shall have a minimum available flow rate of 5 GPM at a
dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor
to determine the length of temporary service allowed, number of service taps and number
of feed points.
When the temporary service is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service
connections, removal of temporary services and all other associated appurtenants
required, shall be included in the appropriate bid item.
B. In order to accurately measure the amount of water used during construction, the
Contractor will install a fire hydrant meter for all temporary service lines. Water used
during construction for flushing new mains that cannot be metered from a hydrant will be
estimated as accurately as possible. At the pre-construction conference the contractor
will advise the inspector of the number of meters that will be needed along with the
locations where they will be used. The inspector will deliver the hydrant meters to the
locations. After installation, the contractor will take full responsibility for the meters until
such time as the contractor returns those meters to the inspector. Any damage to the
meters will be the sole responsibility of the contractor. The Water Department Meter
Shop will evaluate the condition of the meters upon return and if repairs are needed the
contractor will receive an invoice for those repairs. The issued meter is for this specific
project and location only. Any water that the contractor may need for personal use will
require a separate hydrant meter obtained by the Contractor, at its cost, from the Water =
Department.
52.9 Purging and Sterilization of Water Lines
Before being placed into service all newly constructed water lines shall be purged and
sterilized in accordance with E2-24 of the General Contract Documents and Specifications
except as modified herein. The Contractor will furnish all water for INITIAL cleaning and
sterilization of water lines. All materials for construction of the project, including
appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be
furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities
to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be
measured after 24 hours and shall not be less than 10 parts per million of free chlorine.
Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary
sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The `
line may not be placed in service until two successive sets of samples, taken 24 hours
apart, have met the established standards of purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
52.10 Work Near Pressure Plane Boundaries
Contractor shall take note that the water line to be replaced under this contract may cross
or may be in close proximity to an existing pressure plane boundary. Care shall be taken
06104/03 SC-44
PART D - SPECIAL CONDITIONS
to ensure all "pressure plane" valves installed are installed closed and no cross
connections are made between pressure planes
52.11 Water Sample Station
GENERAL:
All water sampling station installations will be per attached Figure 34 or as required in
large water meter vaults as per Figure 33 unless otherwise directed by the Engineer.
The appropriate water sampling station will be furnished to the Contractor free of charge;
however, the Contractor will be required to pick up this item at the Field Operations
Warehouse.
PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials
necessary for the installation of the 3/4-inch type K copper service line will be shall be
included in the price bid for copper Service Line from Main to Meter.
Payment for all work and materials necessary for the installation tap saddle (if required),
corporation stops, and fittings shall be included in the price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper
service line which are required to provide a complete and functional water sampling
station shall be included in the price bid for Water Sample Stations.
PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials
necessary for the installation tap saddle, gate valve, and fittings shall be included in the
price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
modification to the vault, fittings, and all type K copper service line which are required to
provide a complete and functional water sampling station shall be included in the price bid
- for Water Sample Stations.
52.12 Ductile Iron and Gray Iron Fittings
Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe,
fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings:
E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron
fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price
bid per ton of fittings shall be payment in full for all fittings,joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete
cradle necessary for construction as designed.
All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with
polyethylene wrapping conforming to Material Specification E1-13 and Construction
Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping,
horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall
be included in bid items for vales and fittings and no other payments will be allowed.
06104103 SC-45
PART D - SPECIAL CONDITIONS
D- 53 SPRINKLING FOR DUST CONTROL
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered to this
contract.
D- 54 DEWATERING �.
The Contractor shall be responsible for determining the method of dewatering operation for the
water or sewage flows from the existing mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations.
The DISCHARGE from any dewatering operation shall be conducted as approved by the
Engineer. Ground water shall not be discharged into sanitary sewers. _.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
D- 55 TRENCH EXCAVATION ON DEEP TRENCHES
Contractor to prevent any water flowing into open trench during construction. Contractor shall not
leave excavated trench open overnight. Contractor shall fill any trench the same day of
excavation. No extra payment shall be allowed for this special condition.
D- 56 TREE PRUNING =
A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
B. ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
C. NATURAL RESOURCES PROTECTION FENCE F
1. Steel "T" = Bar stakes, 6 feet long.
2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red
color.
4. Combination Fence: Commercially manufactured combination soil separator fabric on
wire mesh backing as shown on the Drawings.
D. ROOT PRUNING
1. Survey and stake location of root pruning trenches as shown on drawings.
2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zone.
3. Backfill and compact the trench immediately after trenching.
06104103 SC-46
PART D - SPECIAL CONDITIONS
4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer.
5. Within 24 hours, prune flush with ground and backfill any exposed roots due to
construction activity. Cover with wood chips of mulch in order to equalize soil
temperature and minimize water loss due to evaporation.
6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no
roots over 1-inch diameter being cut unless cut by hand or cut by specified methods,
equipment and protection.
E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing
operation on areas designated by the Engineer.
F. Tree Pruning shall be considered subsidiary to the project contract price.
D- 57 TREE REMOVAL
Trees to be removed shall be removed using applicable methods, including stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
z D- 58 TEST HOLES
The matter of subsurface exploration to ascertain the nature of the soils, including the amount of
rock, if any, through which this pipeline installation is to be made is the responsibility of any and
all prospective bidders, and any bidder on this project shall submit his bid under this condition.
Whether prospective bidders perform this subsurface exploration jointly or independently, and
whether they make such determination by the use of test holes or other means, shall be left to
the discretion of such prospective bidders.
If test borings have been made and are provided for bidder's information, at the locations shown
on the logs of borings in the appendix of this specification, it is expressly declared that neither the
City nor the Engineer guarantees the accuracy for the information or that the material
encountered in excavations is the same, either in character, location, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such subsurface
investigations, as he deems necessary to determine the nature of the material to be excavated.
The Contractor assumes all responsibility for interpretation of these records and for making and
maintaining the required excavation and of doing other work affected by the geology of the site.
The cost of all rock removal and other associated appurtenances, if required, shall be included in
the linear foot bid price of the pipe.
D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND
NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING
CONSTRUCTION
Prior to beginning construction on any block in the project, the contractor shall, on a block by
r, block basis, prepare and deliver a notice or flyer of the pending construction to the front door of
06104103 SC-47
PART D - SPECIAL CONDITIONS
each residence or business that will be impacted by construction. The notice shall be prepared as
follows:
The notification notice or flyer shall be posted seven (7) days prior to beginning any construction
activity on each block in the project area. The flyer shall be prepared on the Contractor's
letterhead and shall include the following information: Name of Project, DOE No., Scope of
Project (i.e. type of construction activity), actual construction duration within the block, the name
of the contractor's foreman and his phone number, the name of the City's inspector and his
phone number and the City's after-hours phone number. A sample of the 'pre-construction
notification' flyer is attached.
The contractor shall submit a schedule showing the construction start and finish time for each
block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City
Inspector for his review prior to being distributed. The contractor will not be allowed to begin
construction on any block until the flyer is delivered to all residents of the block.
In the event it becomes necessary to temporarily shut down water service to residents or
businesses during construction, the contractor shall prepare and deliver a notice or flyer of the
pending interruption to the front door of each affected resident. The notice shall be prepared as
follows:
The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The
flyer shall be prepared on the contractor's letterhead and shall include the following information:
Name of the project, DOE number, the date of the interruption of service, the period the
interruption will take place, the name of the contractor's foreman and his phone number and the
name of the City's inspector and his phone number. A sample of the temporary water service
interruption notification is attached.
A copy of the temporary interruption notification shall be delivered to the inspector for his review
prior to being distributed. The contractor shall not be permitted to proceed with interruption of
water service until the flyer has been delivered to all affected residents and businesses.
Electronic versions of the sample flyers can be obtained from the Construction office at (817) $
871-8306.
All work involved with the notification flyers shall be considered subsidiary to the contract price r
and no additional compensation shall be made.
D-60 TRAFFIC BUTTONS
The removal and replacement of traffic buttons is the responsibility of the contractor and shall be
considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and
Markings Division (SSMD) of the Transportation/Public Works Department to install the markings,
the contractor shall contact SSMD at (817) 871-8770 and shall reimburse SSMD for all costs
incurred, both labor and material. No additional compensation shall be made to the contractor for
this reimbursement.
D-61 SANITARY SEWER SERVICE CLEANOUTS
Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two-
way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high
traffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not
possible, the cleanout stack and cap shall be cast iron.
06104103 SC-48
PART D - SPECIAL CONDITIONS
Payment for all work and materials necessary for the installation of the two-way service cleanout
which are required to provide a complete and functional sanitary sewer cleanout shall be included
in the price bid for Sanitary Sewer Service Cleanouts.
D-62 TEMPORARY PAVEMENT REPAIR
The Contractor shall provide a temporary pavement repair immediately after trench backfill and
compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of
compacted flex base. This temporary repair shall be rolled to provide a smooth transition
between the existing pavement and the temporary repair. The unit price bid under the
appropriate bid item of the proposal shall cover all costs for providing temporary pavement repair
for all street cuts prior to street reconstruction.
D- 63 CONSTRUCTION STAKES
The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other
customary method of markings as may be found consistent with professional practice,
establishing line and grades for roadway and utility construction, and centerlines and benchmarks
for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever
practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage
etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and
gutter/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain,
transfer, etc., all stakes furnished until completion of the construction phase of the project for
which they were furnished.
If the City or its agent determines that a sufficient number of stakes or markings provided by the
City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the
work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the
Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas
Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to
lack of replacement of construction stakes will be accepted, and time will continue to be charged
in accordance with the Contract Documents.
D-64 EASEMENTS AND PERMITS
The performance of this contract requires certain temporary construction, right-of-entry
agreements, and/or permits to perform work on private property.
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines or
manholes. For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject
property. This shall be subsidiary to the contract. The agreements, which the City has obtained,
are available to the Contractor for review by contacting the plans desk at the Department of
Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain
written permission from property owners to perform such work as cleanout repair and sewer
service replacement on private property. Contractor shall adhere to all requirements of
Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to
the agreement terms along with any special conditions that may have been imposed on these
agreements, by the property owners.
08104103 SC-49
PART D - SPECIAL CONDITIONS
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shall be the
Contractor's responsibility to obtain written permission from the property owners involved for the
use of additional property required. No additional payment will be allowed for this item.
The City has obtained the necessary documentation for railroad and/or highway permits required
for construction of this project. The Contractor shall be responsible for complying with all
provisions of such permits, including obtaining the requisite insurance, and shall pay any and all
costs associated with or required by the permit(s). It is the Contractor's responsibility to provide
the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen -
during construction in railroad/agency right-of-way. Any and all costs associated with compliance
with permits(s) including payment for flagmen shall be subsidiary to the project price. No
additional payment will be allowed for this item.
D-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING
After the pre-construction conference has been held but before construction is allowed to begin "
on this project a public meeting will be held at a location to be determined by the Engineer. The
contractor, inspector, and project manager shall meet with all affected residents and present the
projected schedule, including construction start date, and answer any construction related
questions. Every effort will be made to schedule the neighborhood meeting within the two weeks
following the pre-construction conference but in no case will construction be allowed to begin
until this meeting is held. �.
D- 66 WAGE RATES
The labor classifications and minimum wage rates set forth herein have been predetermined by
the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as
being the prevailing classifications and rates that shall govern on all work performed by the
Contractor or any Subcontractor on the site of the project covered by these Contract Documents.
In no event shall less than the following rates of wages be paid. (Attached)
D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE
A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos
NESHAP found at 40 CFR Part 61, Subpart M. This specification will establish procedures
to be used by all Excavators in the removal and disposal of ACP in compliance with
NESHAP. Nothing in this specification shall be construed to void any provision of a
contract or other law, ordinance, regulation or policy whose requirements are more
stringent.
B. ACP is defined under NESHAP as a Category Il, non-friable material in its intact state but
which may become friable upon removal, demolition and/or disposal. Consequently, if the
removal/ disposal process renders the ACP friable, it is regulated under the disposal
requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas
Department of Health. The notification must be filed at least ten days prior to removal of
the material. If it remains in its non - friable state, as defined by the NESHAP, it can be
disposed as a conventional construction waste. EPA defines friable as material, when dry,
which may be crumbled, pulverized or reduced to powder by hand pressures.
C. The Generator of the hazardous material is responsible for the identification and proper
handling, transportation, and disposal of the material. Therefore, it is the policy of the City
06104103 SC-50
PART D - SPECIAL CONDITIONS
of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable
or not.
D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and
prudent manner that it remains intact and does not become friable. The Excavator is
responsible to employ those means, methods, techniques and sequences to ensure this
result.
E. Compliance with all aspects of worker safety and health regulations including but not
limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of
Fort Worth assumes no responsibility for compliance programs, which are the
responsibility of the Excavator. (Copy of forms attached)
D-68 STORM WATER POLLUTION PREVENTION
PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a
Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required
for all construction activities that result in the disturbance of one to five acres (Small Construction
Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined
as an "operator" by state regulations and is required to obtain a permit. Information concerning
the permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water
perm/wwperm/construct.htmi. Soil stabilization and structural practices have been selected and
designed in accordance with North Central Texas Council of Governments Best Management
Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can
be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural
controls discussed in the BMP Manual will necessarily apply to this project. Best Management
Practices are construction management techniques that, if properly utilized, can minimize the
need for physical controls and possible reduce costs. The methods of control shall result in
minimum sediment retention of not less than 70%.
NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater
than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent
(NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction
activity as well as a commitment that the contractor understands the requirements of the permit
for storm water discharges from construction activities and that measures will be taken to
implement and maintain storm water pollution prevention at the site. The NOI shall be submitted
to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required
$100 application fee.
The NOI shall be mailed to:
Texas Commission on Environmental Quality
- Storm Water& General Permits Team; MC-228
P.O. Box 13087
Austin, TX 78711-3087
A copy of the NOI shall be sent to:
City of Fort Worth
Department of Environmental Management
5000 MLK Freeway
Fort Worth, TX 76119
06104103 SC-51
PART D - SPECIAL CONDITIONS
NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the
contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared
by the engineer. It serves as a notice that the site is no longer subject to the requirement of the
permit.
The NOT should be mailed to:
Texas Commission on Environmental Quality dft
Storm Water& General Permits Team; MC-228
P.O. Box 13087
Austin, TX 78711-3087 am
STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an
erosion control and toxic waste management plan and a narrative defining site parameters and
techniques to be employed to reduce the release of sediment and pollution from the construction
site. Five of the project SWPPP's are available for viewing at the plans desk of the Department
of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after
award of contract, along with unbounded copies of all forms to be submitted to the Texas
Commission on Environmental Quality.
LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5
ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including
payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by
the Engineer shall be prepared and implemented at least 48 hours before the commencement of
construction activities. The SWPPP shall be incorporated into in the contract documents. The
contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan
must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the
conditions of the permit since the actual construction activities may vary from those anticipated
during the preparation of the SWPPP. Modifications may be required to fully conform to the
requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the
construction site. Any alterations to the SWPPP proposed by the contractor must be prepared
and submitted by the contractor to the engineer for review and approval. A Notice of Termination
(NOT) form shall be submitted within 30 days after final stabilization has been achieved on all
portions of the site that is the responsibility of the permittee, or, when another permitted operator
assumes control over all areas of the site that have not been finally stabilized.
SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN
ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However,
a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed
Site Notice must be sent to the City of Fort Worth Department of Environmental Management at
the address listed above. A SWPPP, prepared as described above, shall be implemented at least
48 hours before the commencement of construction activities. The SWPPP must include
descriptions of control measures necessary to prevent and control soil erosion, sedimentation
and water pollution and will be included in the contract documents. The control measures shall be
installed and maintained throughout the construction to assure effective and continuous water
pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes,
rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet
protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets,
or other structural or non-structural storm water pollution controls. The method of control shall
result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual."
Deviations from the proposed control measures must be submitted to the engineer for approval.
06104103 SC-52
PART D - SPECIAL CONDITIONS
PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown
on the proposal as full compensation for all items contained in the project SWPPP.
FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL CONDITION D - 40 SHALL BE
APPLICABLE.
D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF
EXISTING WATER SYSTEMS
It is the Contractor's responsibility to coordinate any event that will require connecting to or the
operation of an existing City water line system with the City's representative. The Contractor may
obtain a hydrant water meter from the Water Department for use during the life of named project.
In the event the Contractor requires that a water valve on an existing live system be turned off
and on to accommodate the construction of the project, the Contractor must coordinate this
activity through the appropriate City representative. The Contractor shall not operate water line
valves of existing water system. Failure to comply will render the Contractor in violation of Texas
- Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to
the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities
as a result of these actions.
D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD
The City reserves the right to require any pre-qualified contractor who is the apparent low
bidder(s) for a project to submit such additional information as the City, in sole discretion may
require, including but not limited to manpower and equipment records, information about key
personnel to be assigned to the project, and construction schedule, to assist the City in
evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and
successfully complete projects for the amount bid within the stipulated time frame. Based upon
the City's assessment of the submitted information, a recommendation regarding the award of a
a contract will be made to the City Council. Failure to submit the additional information if requested
may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will
be notified in writing of a recommendation to the City Council.
D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION
Time is of the essence in the completion of this contract. in order to insure that the contractor is
responsive when notified of unsatisfactory performance and/or of failure to maintain the contract
schedule, the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly basis
the percentage of work completed will be compared to the percentage of time charged to the
contract. If the amount of work performed by the contractor is less than the percentage of time
allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time
as may be amended by change order), the following proactive measures will be taken:
1. A letter will be mailed to the contractor by certified mail, return receipt requested
demanding that, within 10 days from the date that the letter is received, it provide
sufficient equipment, materials and labor to ensure completion of the work within the
contract time. In the event the contractor receives such a letter, the contractor shall
provide to the City an updated schedule showing how the project will be completed
within the contract time.
06104103 SC-53
PART D - SPECIAL CONDITIONS
2. The Project Manager and the Directors of the Department of Engineering, Water
Department, and Department of Transportation and Public Works will be made aware
of the situation. If necessary, the City Manager's Office and the appropriate city
council members may also be informed.
3. Any notice that may, in the City's sole discretion, be required to be provided to
interested individuals will distributed by the Engineering Department's Public
Information Officer.
4. Upon receipt of the contractor's response, the appropriate City departments and s
directors will be notified. The Engineering Department's Public Information Officer will,
if necessary, then forward updated notices to the interested individuals.
5. If the contractor fails to provide an acceptable schedule or fails to perform
satisfactorily a second time prior to the completion of the contract, the bonding
company will be notified appropriately.
06104103 SC-54
* (To be printed on Contractor's Letterhead)
Bate:
DOE No: 3176
PROJECT NAME:Main C1C4B Sanitary Sewer Drainage Area Part 15
MAPSCO LOCATION: 76L
LIMITS OF CONST.: West of 9th Avenue along FWWR between Rosedale and Oleander
Estimated Duration of Construction on your Street : <XX> days
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE
CITY OF FORT WORTH, OUR COMPANY WILL REHABILITATE
SEWER LINES ON OR AROUND YOUR PROPERTY.
C-ONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS
' FROM THE DATE OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR
ANY OTHER ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970
PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL.
PART D - SPECIAL CONDITIONS
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 2000
CLASSIFICATION HOURLY RATE _
Asphalt Raker $10.32
Asphalt Shoveler $9.75 _
Batching Plant Weigher $9.65
Carpenter (Rough) $13.64
Concrete Finisher-Paving $10.16
Concrete Finisher Helper(Paving) $9.70
Concrete Finisher-Structures $13.44
Flagger $7.00
Form Builder-Structures $13.44 `
Form Setter-Paving & Curbs $10.25
Form Setter-Structures $9.75
Laborer-Common $7.64
Laborer-Utility $8.64
Mechanic $13.25
Servicer $10.13
Pipe Layer $7.35
Pipe Layer Helper $6.75
Asphalt Distributor Operator $11.45 _.
Asphalt Paving Machine Operator $11.09
Concrete Paving Saw $10.53
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 $10.00
CY) -
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 $11.52
CY)
Front End Loader(2 1/2 CY& less) $9.94
Front End Loader (over 2 1/2 CY) $9.32
Milling Machine Operator $8.00
Mixer $11.00
Motor Grader Operator (Fine Grade) $12.31
Motor Grader Operator $13.75
Pavement Marking Machine $11.00 -
Roller, Steel Wheel Plant-Mix Pavements $9.88
Roller, Steel Wheel Other Flatwheel or Tamping $12.12
Roller, Pneumatic, Self-Propelled Scraper $8.02 _
Traveling Mixer $10.00
Reinforcing Steel Setter (Paving) $9.75
Truck Driver-Single Axle (Light) $8.00
Truck Driver-Tandem Axle Semi-Trailer $10.22
Truck Driver-Lowboy/Float $10.54
Truck Driver-Transit Mix $10.63
Truck Driver-Winch $9.80 f
06104103 SC-56
PART D - SPECIAL CONDITIONS
06104103 SC-57
FORTWORTH
Date:
DOE NO. XXXX
Profed Name:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT R
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU, _
.CONTRACTOR
PART D - SPECIAL CONDITIONS
F TEXAS DEPARTMENT OF HEALTH �� DEMOLITION 1 RENOVATION
° NOTIFICATION FORM
r NOTE:CIRCLE ITEMS THAT ARE AMENDED T H
ft t) Abatement Contractor: NOTIFICATIONatt
I TDH License Number,
Address: City; Stale: tip:
C Office Phone Number:( } Job Site Phone Number:
e Site Supervisor: TDH License Number.
U Site Supervisor: TDH License Number: _
., s Trained OnSite NESHAP individual; ---Certification Date:
e
Demagtion Contractor: Office Phone Nurnbort 1
n Addrm: City:
y 2) Project Consultant or Operator. TDH License Numbet:
Meft Address:
O Office Phone Number:L_ 1 _
T
A 3) Facility Owner
�
H Attention: _-
P MaBing Address;
A City: State: Zip: Owner Phone Numbers-)_
"Note:The Invoice for the notification fee will be sent to the owner of the building And the billing addriass for the invoice will b
❑ obtained from the Information that is provided in this section.
N 4) DeSCrtption or Facility Name:
8 Physical Address: County City: Zip:
S FaclIq Phone Number( } Faciity Contact Person:
H Description of AreaRoom Number.
A Prior Use: Future Use:
P Age of BuildinWFacility; Sine: Number of Floats: School(K-12): E YES ❑ NO
0 5) Typo of Work: 0 Demalitlon n Renovation(Abatement) ❑ Annual Consolidated
T Work will be during: 0 Day ❑ Eve" it Night _ Phi Prged
D Description of work schedule:
H
6) Is this a Public Building? Z YES ❑ NO Federal FaeillW❑YES Z NO Industrial Site?❑YES 0 NO
❑ NESHAP-Only Facility? ❑ YES ❑ NO Is Building/Facility Occupied? ❑ YES 0 NO
L
7) Notification Type CHECK ONLY ONE
V ❑ Original(10 Working Days) Cancellation r-Amendment ❑ EmergencylOrdwed
i
o If this is an amendment.which amendment number is this?,_(Enclose copy of original andlor last amendment)
I If an emergency,who did you talk with at TDH7 Enw9encyAl
a Date and Hour of Emergency(HlH1MMlDD1YY):
ti Description of the sudden,unexpected event and explanation of how the event caused unsafe conditions or Would cause
G equipment damage(computers.machinery,stC
n
7
❑ 9) Description of procedures to be followed in the event that unexpected asbestos is found or previously non-friable
Y asbestos material becomes crumbled.pulverized.or reduced to powder:
E
S _
9) Was an Asbestos survey performed? :1 YES G NO Data: I ! TDH Inspector License Nos:
4 Analytical Method:❑PLM ❑TEM 0 Assumed TDH Laboratory License No:
N (For TAMPA(public buiding)projects:an assumption must be made by a TDH Licensed Inspector)
10) Description of planned demolition or renovation work,type of material,and method(s)to be used
_.
17} Description of work practices and engineering controls to be used to prevent emissions of asbestos at the
demolitionlrenovation:
06104103 SC-59
PART D - SPECIAL CONDITIONS
12) ALL applicatile items in the following table must be completed; IF NO ASBESTOS PRESENT CHECK HERE_
Approximate amount of Check unit of measurement :.
Asbestos-Containing Building Material Asbestos
Type
Pipes Surface Area Ln Ln SO SO Cu Cu
Ft h4 Ft 1b9 Ft M
RACM to be removed
RACM NOT removed
Interior Category I non-friable removed
Exterior Category I non-friable removed
Cateco I non-friable NOT removed
Interior Cat ory 11 non-friable removed
Exterior Cateqory 11 non-friable removed
Cat It non-frlable NOT removed
RACM Off-Facility Component
13) Waste Transporter Name: TDH License Number.
Address: City: Stale: Zip:i,_,
Contact Person; Phone Number: t
14) Waste Disposal Sibs Name:
Address; City. State: Zip:
Telephone:f 1 TNRCC Permit Number
15) For structurally unsound facilities,attach a copy of demolition order and identify Governmental Official below.
Name. Registration No:
Title:
Date of order(MMIDDIYY) F I Date order to begin(MMIDDIYY) f i
16) Scheduled Dates of Asbestos Abatement(MMIDDIYY) Start I t Complete: I f
17) Scheduled Dates Demolition/Renovation(MkVDDIYY) Start: 1 ! Complete: I I
"Note:H the start date on Ilds netineatlon can not be mot.the TDH Regional or Local Program office Must be contacted try
phone prior to the start date. Failure to do so is a vtolatlon In accord fnce W TAMPA$action 295.61.
1 hereby oerlify that all information I have provided is correct,complete,and lrue to the best of my knowledge. I acknowledge
that I am responsible for all aspects of the notification form;including,but not limiting,content and submission dales. The
maximum penalty is S10,000 per day per violation.
t )
(Signature of Building Owners Operator (Printed Name) (Date) (Telephttne)
or Delegated Consultenl Contractor) { )
MAIL TO: ASBESTOS NOTIFICATION SECTION (Fax Number)
TOXIC SUBSTANCES CONTROL DIVISION
TEXAS DEPARTMENT OF HEALTH
'Fox"are not accepted' PO BOX 143538 "Faxes are not accepted'
AUSTIN,TX 78714-3535
PH:512434-0600,1-800-572-5548
Form APB#5,dated 07/29MZ Replaces TDH form dated 07/13/01.For assistance in ciampileling Ibrrn,call 1-800-572-5548
06104103 SC-60
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 PIPE INSTALLED BY OTHER THAN OPEN CUT..................................................2
DA-2 TYPE OF CASING.......................................................................................................... 5
DA-3 REPLACEMENT OF CONCRETE CURB AND GUTTER...................................... 5
DA4CONCRETE RIPRAP. ................................................................................................... 6
-. DA-5 EASEMENTS AND PERMITS. .................................................................................... 7
DA-6 CONCRETE ENCASEMENT ....................................................................................... 7
DA-7 WORK IN HIGHWAY RIGHT OF WAY. ..................................................................7
�» DA-8 CONCRETE VALLEY GUTTER................................................................................. 7
DA-9 SPECIFICATION REFERENCES................................................................................ 8
DA-10 RESILIENT-SEATED GATE VALVES....................................................................... 8
DA-11 1 li"& 2"COPPER SERVICES. .................................................................................. 8
DA-12 PRESSURE REDUCING VALVE STATION.............................................................. 8
DA-13 HORIZONTAL DIRECTIONAL DRILLING AND RESTRAINED JOINT PVC
PIPE INSTALLATION. ............................................................................................... 11
DA-14 RESTRAINED JOINT PVC PIPE...............................................................................23
DA-15 WEDGE MILLING 2"TO 0"DEPTH 5.0' WIDE....................................................26
5A-16 SHOP DRAWINGS.......................................................................................................27
DA-17 COST BREAKDOWN .................................................................................................28
DA-18 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX)................ .............................28
DA-19 NEW 4" STANDARD WHEELCHAIR RAMP.........................................................28
06104103 ASC-1
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 PIPE INSTALLED BY OTHER THAN OPEN CUT
2 GENERAL:
1. Furnish materials and necessary accessories, with strengths, thickness, coatings,
and fittings indicated, specified and/or necessary to complete the work.
2. All excavation shall provide an open area conforming to the outside diameter of
the casing and/or carrier conduit. The excavation shall be to an alignment and
grade which will allow the carrier conduit to be installed to proper line and grade as
shown on the Plans and as established in the Specifications.
3. Work shall be performed in accordance with the requirements of the City of Fort
Worth Water Department, the Texas Department of Transportation, or railroad
company, as applicable.
3 MATERIALS:
1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the
following:
a. Field Strength: 35,000 psi minimum.
b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings).
C. Diameter: As shown on the drawings (minimum size requirements).
d. Joints: Continuous circumferential weld in accordance with AWS D1.1. -
2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as
specified in the General Contract Documents.
3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or
as designated on the plans.
4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive
strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of
fine sand with sufficient water added to provide a free flowing thick slurry.
4 EXECUTION
1. Where sewer pipe is required to be installed under railroad embankments or under
highways, streets or other facilities in other than open cut, construction shall be
performed in such a manner so as to not interfere with the operation of the
railroad, street, highway, or other facility, and so as not to weaken or damage any
embankment or structure. During construction operations, barricades and lights to
safeguard traffic and pedestrians shall be furnished and maintained, until such
time as the backfill has been completed and then shall be removed from the site.
*2. Pits and Trenches:
06104 103 AS C-2
l�
i
PART DA - ADDITIONAL SPECIAL CONDITIONS
a. If the grade of the pipe at the end is below the ground surface, suitable pits
or trenches shall be excavated for the purpose of conducting the jacking or
tunneling operations and for placing end joints of the pipe. Wherever end
trenches are cut in the sides of the embankment or beyond it, such work
shall be sheeted securely and braced in a manner to prevent earth from
caving in.
b. The location of the pit shall meet the approval of the Engineer.
C. The pits of trenches excavated to facilitate these operations shall be
backfilled immediately after the casing and carrier pipe installation has
been completed.
3. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by
boring hole with the earth auger and simultaneously jacking pipe into place.
a. The boring shall proceed from a pit provided for the boring equipment and
workmen. The holes are to be bored mechanically. The boring shall be
done using a pilot hole. By this method an approximate 2-inch hole shall
be bored the entire length of the crossing and shall be checked for line and
grade on the opposite end of the bore from the work pit. This pilot hole
shall serve as the centerline of the larger diameter hole to be bored. Other
methods of maintaining line and grade on the casing may be approved if
acceptable to the Engineer. Excavated material shall be placed near the
top of the working pit and disposed of as required. The use of water or
other fluids in connection with the boring operation will be permitted only to
the extent required to lubricate cuttings. Jetting or sluicing will not be
permitted.
b. In unconsolidated soil formations, a gel4orming colloidal drilling fluid
consisting of at least 10 percent of high grade carefully processed
bentonite may be used to consolidate cuttings of the bit, seal the walls of
_ the hole, and furnish lubrication for subsequent removal of cuttings and
installation of the pipe immediately thereafter.
C. Allowable variation from the line and grade shall be as specified under
paragraph A.2. All voids between bore and outside of casing shall be
pressure grouted.
4. Installation of Carrier Pipe in Casing:
a. Sanitary sewer pipe located within the encasement pipe shall be supported
by "skids" or "bands" to prevent the pipe and bells from snagging on the
inside of the casing, and to keep the installed line from resting on the bells.
b. All skids shall be treated with a wood preservative. Skids should extend for
the full length of the pipe with the exception of the bell area and spigot area
necessary for assembly unless otherwise specified.
06104103 ASC-3
PART DA - ADDITIONAL SPECIAL CONDITIONS
C. The Contractor shall prevent over-belling the pipe while installing it through
the casing. A method of restricting the movement between the assembled
bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular space between
the carrier pipe and casing shall be filled with grout. Care must be taken
that not too much water is forced into the casing so as not to float the pipe.
The backfill material will not be required unless specified on the plans and
specified by the Engineer.
e. Closure of the casing after the pipe has been installed shall be plugged at
the ends of the casing as shown on the drawings or as required by the
Engineer.
5. Boring and Jacking Ductile Iron Pipe without Casing Pipe:
a. As indicated on drawings and as required and directed by the Engineer
sewer shall be constructed of bore and jacked ductile iron pipe.
b. When a casing pipe is not designated on the drawings, the contractor shall
provide a casing pipe if necessary to achieve line and grade. Casing pipe
shall be provided at no additional cost and shall be subsidiary to the cost
bid for installation By Other than Open Cut.
C. Bore and jack in accordance with paragraph C.3. above.
d. Short length of sewer consisting of a single pipe section may be installed
by jacking without a bore hole if permitted by the Engineer and in soft soil
layer. All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or
the use of monolithic sewer would make the use of tunneling more satisfactory
than jacking or boring, or when shown on the plans, a tunneling method may be
used, with the approval of the Engineer or railroad/highway officials.
a. When tunneling is permitted, the lining of the tunnel shall be of sufficient
strength of support the overburden. The Contractor shall submit the
proposed liner method to the Engineer for approval. The tunnel liner
design shall bear the seal of a licensed professional engineer in the State
of Texas. Approval by the Engineer shall not relieve the Contractor of the
responsibility for the adequacy of the liner method.
b. The space between the tunnel liner and the limits of excavation shall be
pressure grouted or mud jacked. s
C. Access holes for placing concrete shall be space at maximum intervals of
10 feet.
5 MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be
measured by the linear foot of pipe, complete in place. Such measurement will be made
06104 103 ASC-4
3
PART DA - ADDITIONAL SPECIAL CONDITIONS
between the ends of the pipe along the central axis as installed. The work performed and
materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid
per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of
pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials
required for installation, for all preparation, hauling and installing of same, and for all
labor, tools, equipment and incidentals necessary to complete the work, including
excavation, backfilling and disposal of surplus material shall be included in the Contract
Unit Price as shown in the Bid Proposal. Payment shall not include pavement
replacement, which if required, shall be paid separately.
DA-2 TYPE OF CASING
1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and
Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
A. For the inside and outside of casing pipe, coal-tar protective coating in accordance with
the requirements of Sec. 2.2 and related sections in AWWA C-203.
B. Touch-up after field welds shall provide coating equal to those specified above.
i
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Casing Spacers (centering style) such as manufactured by Cascade Waterworks
Manufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall
be used on all non-concrete pipes when installed in casing. Installation shall be as
recommended by the manufacturer.
2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
Construction standard E2-15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and
incidental work shall be included in the unit price bid per foot.
DA-3 REPLACEMENT OF CONCRETE CURB AND GUTTER
These provisions require the contractor to remove all failed existing curb and gutter, as
designated by the Construction Engineer, and replace with standard concrete curb and gutter,
laydown curb and gutter, or in like kind, as governed by the standard City Specifications, Item No.
104 "Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2
through S-S4. Pay limits for laydown curb and gutter are shown in Drawing No. S-S5 of the
Standard Specifications. Contractor shall saw cut the curb and gutter and pavement prior to
06104103 ASC-5
PART DA - ADDITIONAL SPECIAL CONDITIONS
removal. Included, and figured subsidiary to this unit price, will be the required sawcut excavation,
as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the
construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day
haul-off of the removed material to a suitable dump site. The street void shall be filled with
H.M.A.C. "Type D" mix as per specification No. 300 "Asphalts, Oils and Emulsions", Item No. 304
"Prime Coat" and Item No. 312 "Hot Mix Asphaltic Concrete" and compacted to standard City x
densities and top soil as per specification item No. 116 "Top Soil", if needed, shall be added and
leveled to grade behind the curb. Existing improvements within the parkway such as water
meters, sprinkler system, etc. damaged during construction shall be replaced with same or better
at no cost to the City.
Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of
demolition to date of completion. If the contractor fails to complete the work within fourteen (14)
calendar days, a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
DA-4 CONCRETE RIPRAP
1 GENERAL: The following shall govern the furnishing and placing of concrete riprap as shown
on the plans or as directed by the Engineer.
2 MATERIALS: Concrete for riprap shall be placed in accordance with the details and to the
dimensions shown on the plans or as established by the Engineer. Unless otherwise shown on
the plans, concrete riprap shall be reinforced.using wire or bar reinforcement.
The concrete shall be 3000 PSI at 28 days, Class A.
Wire reinforcement shall be six (6) by six (6) inch No. 6 plain electric welded reinforcing fabric or
its equal. A minimum lap of six (6) inches shall be used at all splices. At the edge of the riprap,
the wire fabric shall not be less than one (1) inch, no more than three (3) inches from the edge of
the concrete and shall have no wire projecting beyond the last member parallel to the edge of the
concrete.
Reinforcement shall be supported properly throughout the placement to maintain its position
equidistance from the top and bottom surface of the slab.
If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, the
Engineer may require the entire area to be sprinkled, or sprinkled and consolidated before the
concrete is placed. All surfaces shall be moist when concrete is placed.
After the concrete has been placed, compacted, and shaped to conform to the dimensions shown
on the plans, and after it has set sufficiently to avoid slumping, the surface shall be finished with a
wooden float to secure a reasonably smooth surface.
3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the
Proposal multiplied by the quantity of material used. Bid price will be full compensation for
placing all materials, and for all labor, tools, equipment, and incidentals necessary to complete
the work.
06104103 ASC-6
PART DA - ADDITIONAL SPECIAL CONDITIONS
Payment for all necessary excavation below natural ground, and bottom or slope of the excavated
channel will be included in the bid price.
DA-5 EASEMENTS AND PERMITS
Easements and permits, both temporary and permanent, have been secured for this project at
this time and made a part thereto. Any easements and/or permits, both temporary and
permanent, that have not been obtained by the time of publication shall be secured before
construction starts. No work is to be done in areas requiring easements and/or permits until the
necessary easements are obtained. The Contractor's attention is directed to the easement
MP description and permit requirements, as contained herein, along with any special conditions that
may have been imposed on these easements and permits.
Where the pipeline crosses privately owned property, the easements and construction areas are
shown on the plans. The easements shall be cleaned up after use and restored to their original
conditions or better. In the event additional work room or access is required by the
Contractor, it shall be the Contractor's responsibility to obtain written permission from the
property owners involved for the use of additional property required. No additional payment
will be allowed for this item.
DA-6 CONCRETE ENCASEMENT
Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall
conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General
Contract Documents. Requirements for such encasement are specified in Sections E1-20 and
E2-20 of the General Contract Documents.
Payment for work such as forming, placing, and finishing including all labor, tools, equipment and
material necessary to complete the work shall be included in the linear foot price bid for Concrete
Encasement.
DA-7 WORK IN HIGHWAY RIGHT OF WAY
When the Engineer directs the Contractor to perform work in the right-of-way which is under the
jurisdiction of the Texas Department of Transportation (Tex-Dot), the Contractor shall obtain
approval from the Texas Department of Transportation prior to commencing any work therein. All
work performed in the Tex-Dot right-of-way shall be performed in compliance with and subject to
approval from the Texas Department of Transportation and Item E2-29.1 "Construction Within
Highway Right-of-Way" of the General Contract Documents and Specifications, effective July 1,
1978, as amended.
DA-8 CONCRETE VALLEY GUTTER
This item shall include the repair/replacement of existing concrete valley gutters as directed by
the Engineer. The proposed valley gutters will be constructed according to the detail included in
these documents as well as conforming to Specification Item No. 314 of the Standard
Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportation
and Public Works Department.
0&04103 ASC-7
PART DA - ADDITIONAL SPECIAL CONDITIONS
The unit price bid for this item shall be full compensation for all materials (including applicable
sub-base), labor, equipment and incidentals necessary to complete the work.
DA-9 SPECIFICATION REFERENCES
When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other
specification, it shall be understood that the latest revision of such specification, prior to the date
of these general specifications or revisions thereof, shall apply.
DA-10 RESILIENT-SEATED GATE VALVES
Any resilient-seated gate valves supplied for this contract shall conform to Material Standard
E1-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the
exception of size requirements in sections E-26.1. The valve shall be installed with by-pass, and
shall be as manufactured by U.S. Pipe and Foundry, or approved equal.
DA-11 1 %" & 2" COPPER SERVICES
The following is an addendum to E1-17, Copper Water Service Lines and Copper Alloy
Couplings:
All fittings used for 1 Y2" and 2" water services lines shall be compression fittings of the type '-
produced with an internal "gripper ring" as manufactured by the Ford Meter Box Co., Inc., Mueller
Company, or approved equal. Approved equal products shall submit shop drawings and
manufacturer's catalog information for approval.
Contractor shall make all cuts to the copper tubing with a copper tubing cutter tool specifically
designed for this purpose in order to provide a clean, square cut. The use of hacksaws or any -"
other type of cutter will not be allowed.
Prior to installing the compression fittings, the copper tubing will be made round by the use of a
"rounding tube"specifically made for that purpose.
Payment for all work and materials associated with 1 Y2" and 2" copper services shall be included
in the price of the appropriate bid item.
DA-12 PRESSURE REDUCING VALVE STATION
PARTI -GENERAL
1.1 SCOPE OF WORK
Furnish all labor, materials, equipment and incidentals required to completely install two (2) cast-
in-place concrete vaults and install and put into operation, four (4) pressure reducing valves as
specified herein and shown on the drawings.
1.2 ENVIRONMENTAL CONDITIONS
The equipment to be provided under this section shall be suitable for installation and operation
inside weather-protected structures and an elevation range between 725 and 775 feet above
06104 103 ASC-8
dft
PART DA - ADDITIONAL SPECIAL CONDITIONS
mean sea level. Outside ambient temperatures are expected to range between 10°F and 120°F,
and water temperatures are expected to vary between 50°F and 80°F.
1.3 SUBMITTALS
A. Submittals required after award of contract and prior to installation:
1. Technical bulletins and brochures on pressure reducing valves.
B. Submittals required prior to final walk through:
1. Operation and Maintenance Manual.
1.4 OPERATING INSTRUCTIONS
s
A. A factory representative of all major component manufacturers, who has complete
knowledge of proper operation and maintenance, shall be provided for one day to instruct
representatives of the Owner on proper operation and maintenance. If there are
difficulties in operation of the equipment during instruction sessions, additional sessions
shall be provided at no cost to the Owner.
T B. Prior to scheduling instructions, submit outline of instructions to Engineer for approval.
C. Operating and maintenance manual shall be explained during these instructions.
1. SHIPPING INSTRUCTIONS
D. All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of shipment until installation is completed and the units and
equipment are ready for operation.
E. All equipment and parts must be properly protected against any damage during a
prolonged period at the site.
F. The finished surfaces of all exposed flanges shall be protected by wooden blank flanges,
strongly built and securely bolted thereto.
G. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and
corrosion.
1.5 WARRANTY
The equipment shall be warranted to be free from defects in workmanship, design and materials.
If any part of the equipment should fail during the warranty period, it shall be replaced and the
unit(s) restored to service at no expense to the Owner. Warranty shall be for a period of two
years and begin on the Date of Substantial Completion.
1.6 SUBSTITUTIONS
06104103 ASC-9
PART DA - ADDITIONAL SPECIAL CONDITIONS
Substitutions will be considered that are equal to the listed product. Manufacturers must have at
least five installations that have been in place for five years. If the substituted product is not
equal then the contractor shall furnish the listed product with no change in price.
PART 2 - PRODUCTS
2.1 PRESSURE REDUCING VALVES
A. Manufacturer. Pressure Reducing valves shall be Watts ACV Model 100 or approved
equal.
B. Valve type. Valves shall be a single chamber basic valve that incorporates a one-piece
disc and diaphragm assembly, globe type, and ductile iron body with 316 stainless steel
trim. The stem, nut, and spring shall be stainless steel. Valve shall be a one flow direction
valve. Valve shall be ANSI 150 with ANSI/AWWA C110/A21.10 flanges suitable for 250-
psi maximum working pressure.
C. Valve operation. The valve shall modulate in a normally open mode based on pressure
differential sensed across the orifice plate assembly. The pressure reducing feature shall
modulate to maintain a relatively constant pressure at the orifice assembly.
D. Anticipated Operating Conditions. The following operational conditions are given as initial
set points. Field adjustments may vary from these points.
Valve Size 2-inch (South) 8-inch (South)
Max. Flow 200 gpm 3000 gpm
Upstream Pressure 185 ft (80 psi) 185 ft (80 psi) A
Downstream Pressure Setting 127 ft (55 psi) 127 ft (55 psi)
Valve Size 2-inch (North) 8-inch (North)
Max. Flow 200 gpm 3000 gpm
Upstream Pressure 185 ft (80 psi) 185 ft (80 psi)
Downstream Pressure Setting 131 ft (57 psi) 131 ft (57 psi)
E. Additional Features. The valve must fail to an open position.
PART 3 - EXECUTION
3.1 INSTALLATION
A. All pressure reducing valves shall be installed in accordance with the instructions of the -
manufacturer and as shown on the drawings.
B. Installation and adjustment shall be checked and approved by a manufacturer's factory .�
representative. After acceptance, the representative shall address a letter to the Engineer
outlining all installation and start up procedures. The letter shall include a statement that
the valves are installed per the manufacturers recommendations. The manufacturer or
06104103 ASC-10
PART DA - ADDITIONAL SPECIAL CONDITIONS
his qualified representative shall conduct training session for the Owner's personnel in the
operation and maintenance of the valves.
PART 4— PAYMENT
Pressure Reducing Valve Station bid item shall consist of the work, labor, and materials required
for complete installation in accordance with the Contract Documents and Specifications. This
item shall include furnishing, hauling and laying of pipe, furnishing and placement of concrete,
thrust restraint, mechanical restraint, any excavation, trench safety, City approved backfilling and
embedment as specified, construction quality assurance testing, protecting existing landscaping,
structures or utilities, disinfection and testing, disposal of surplus materials and excess
excavation, cleaning up and maintenance, and any incidental work and materials not otherwise
provided for in these specifications. Payment for all work and materials associated with the
Pressure Reducing Valve Station shall be included in the bid item price.
DA-13 HORIZONTAL DIRECTIONAL DRILLING AND RESTRAINED JOINT PVC PIPE
_ INSTALLATION
Part 1 —GENERAL
= 1.1 SUMMARY
A. This specification describes the requirements for the installation of a restrained joint
PVC water distribution piping system as shown on the plans, using the trenchless
construction process called Horizontal Directional Drilling (HDD). The Contractor shall
provide all labor, machinery, construction equipment and materials to perform in a
' good workmanlike manner all items herein specified.
B. The Contractor shall perform the following tasks:
1. Transport all equipment, labor, consumables, and materials to and from the job
site.
2. Prepare the site including drill pits and reception pits as defined on the drawings
and herein specified.
3. Perform Horizontal Directional Drilling operations including the drilling of pilot
holes, reaming of pilot holes to a suitable diameter for the installation of the
polyethylene conduits as specified on the drawings.
4. Collect and haul off spoils daily, including drilling fluids. Fill or cover all holes and
pits daily. Clean-up and perform final restoration of all work areas.
C. The following Sections contain requirements that relate to this Section:
1. Section 02620 Restrained Joint PVC Pipe
12 SUBMITTALS
06104103 ASC-11
PART DA - ADDITIONAL SPECIAL CONDITIONS
The Contractor shall submit seven copies (one original and six copies) of the documents
requested in this section for review by the Engineer and/or Owner. The Engineer will review all
submittals for compliance with the requirements of this project and the other contract documents
and Drawings. Such review does not relieve the Contractor in any way of his responsibilities
under the Contract. Contractor shall not commence work on any Part or Subpart requiring a prior
submission until his submittals have been reviewed and approved (if required) by the Engineer.
A. Technical Items to be Submitted after Bid Opening
Low Bid Contractor shall submit for the Owner's and Engineer's review the following items
within 3 working days of bid opening:
1. Equipment - Supply full details of the Horizontal Directional Drilling system to be
utilized including:
a. Technical specifications and manufacturer of Horizontal Directional Drilling system.
Date of manufacture of the Horizontal Directional Drilling system.
b. Technical specifications and manufacturer for downhole drilling assembly and
reaming equipment.
c. Technical specifications and manufacturer for guidance and control system.
d. Detailed description of projects on which items a) through c) have been used by
Contractor including names and phone numbers of owner's representatives for
these projects.
2. Methods and Work Plan - Contractor shall supply full details of the procedures and
resources which will be employed to carry out the work including method and
sequence of:
a. Drilling Operations: number and size of construction crew, hours to be worked,
pilot hole drilling procedure, reaming procedure, method of monitoring the drilling
head, method of verifying pipe location for record drawing and schedule for
completing major activities. Contractor shall supply this information on Form 1-A,
which is provided at the end of technical specification 02619.
F b. Pipeline Assembly and Installation: number and size of construction crew,
assembly procedure, joining procedure for pipes, and installation/pullback
procedure.
w c. Spoil separation and disposal.
d. Emergency procedures for blow holes or breakouts of drilling fluids and other
types of problems that may be experienced on this project.
+� 3. Company and Personnel
F a. Current number of staff employed classified as managerial, administrative support,
technical and construction personnel.
0&04103 ASC-12
PART DA - ADDITIONAL SPECIAL CONDITIONS
b. An organization chart for all company and subcontractor personnel who will work
on this project. The organization chart shall list the name, title and function for
each person.
c. Names and resumes for all key personnel to be employed in the execution of this
project including managerial, supervisory and operation personnel. At a minimum
this shall include project manager, drill operator, construction superintendent
and/or foreman and surveyor.
d. Qualification documents for all subcontractors including those supplying drilling
assemblies, drilling fluids, guidance instrumentation, reaming equipment and
cutters, slurry mixing tanks, and cuttings separation equipment.
e. Current Corporate Financial statements.
4. Experience
The bidder shall provide details of similar contract experience successfully completed
or in progress within the last three (3) years. This shall include at least five (5)
projects of similar materials, pipe size and difficulty and magnitude to this project.
Information shall include the following:
a. Name and brief description of project
b. Length of installation
c. Type and manufacturer of equipment used
d. Diameter of completed bore
e. Diameter of installed conduit
f. Conduit type
g. Ground conditions encountered
h. Contract type
i. Contract sum
j. Contract start date
k. Contract completion date
I. Name, address, telephone and fax number and contact person of Owner
m. Other information relevant to the successful completion of the project.
If the contract is not yet completed, the following should be provided:
06104103 ASC-13
PART DA - ADDITIONAL SPECIAL CONDITIONS
n. Anticipated final contract price
o. Value of work completed to date
p. Anticipated completion date
B. Pre-construction Submittals
Before initiating construction, the Contractor shall conduct and/or submit the following to
the Engineer for review and approval:
1. Contractor shall arrange and conduct at least one project kick-off meeting with the
Engineer, subcontractors and Owner prior to initiation of the project.
2. Site Plan - Contractor shall supply a site plan for the following
a. Sample set-up for proposed entry of drilling rig.
b. Sample set-up for proposed exit area including laydown area for pipe.
c. Proposed pipe storage areas. -�
d. Any other off-site areas that will be utilized.
3. Contractor shall ensure all downhole drilling components are appropriate for the work -
to be performed. Contractor shall provide descriptions for all downhole components
prior to initiation of the project.
4.Contractor shall provide verification of downhole surveying equipment calibration prior
to initiation of the project.
5. Contractor shall provide a copy of Daily Log for collecting the information required in
Section 1.2- C.
C. Documentation During and After Construction
1. Daily Logs
Contractor shall maintain a complete set of project records. Contractor shall maintain
a daily activity log during Horizontal Directional Drilling operations. A copy of the log
shall be submitted to the Engineer for record purposes on a daily basis. These
documents shall include but not be limited to:
a. Start and finish time of each section of drill pipe for pilot hole drilling and reaming.
b. For pilot hole drilling, drill bit location at least every 30 ft. along the drill path.
Contractor will mark the record drawings on a daily basis with drilling progress.
c. General description for each ground condition drilled.
06104/03 ASC-14
PART DA - ADDITIONAL SPECIAL CONDITIONS
d. Details and perceived reasons for delays greater than one hour other than normal
breaks and shift changes.
e. Details of any unusual conditions or events.
2. Record Drawings
Contractor shall keep and maintain at construction site a complete set of field
drawings for recording the project as actually constructed. Upon completion of
construction, Contractor shall be required to provide record drawings in the form of a
plot of the pipe installations with reference dimensions to locations on the plan. The
Contractor shall sign the record drawings and provide to the Engineer at the end of
construction.
1.3 QUALIFICATIONS
The Contractor's project manager, superintendent and driller operator assigned to this project
must be experienced in work of this nature and must have successfully completed similar projects
using Horizontal Directional Drilling. These personnel must have completed at least three (3)
projects of similar difficulty and magnitude to the proposed work.
1.4 SAFETY
The responsibility for a safe work site rests solely with the Contractor.
The contractor shall be familiar with, and shall conform at all times to all applicable regulations of
the "General Construction Safety Orders" and "Trench Construction Safety Orders" of the State
of Texas. The Contractor shall carry out operations in strict accordance with equipment
manufacturer's safety requirements.
It shall be the responsibility of the Contractor to ensure that the appropriate items of personnel
protective equipment necessary for the various working conditions are available and utilized by
staff and subcontractors.
1.5 QUALITY ASSURANCE
The Contractor shall maintain a quality assurance program to ensure that minimum standards are
met.
1.6 GENERAL REQUIREMENTS
The Contractor shall assume all responsibility for his methods of construction, the stability and
accuracy of the drilled and reamed hole and pits constructed by him, and all costs for damages
resulting from any failure thereof. The Contractor shall be solely responsible for the safety of the
pits and related structures, and personnel engaged in underground construction throughout the
duration of the work.
The Contractor's methods and schedule shall consider the overall project requirements and
anticipated ground condition and water conditions as described in the Geotechnical Report,
available from the Engineer for information purposes. Contractor's selection of inadequate,
06104103 ASC-15
PART DA - ADDITIONAL SPECIAL CONDITIONS
inappropriate, or inefficient equipment and methods will not be cause for adjustments to the
Contract Price or Contract Time.
The general dimensions, arrangement and details for the drilled hole and pits to be constructed
shall be as indicated on the approved Shop Drawings.
Methods of excavation, equipment and procedures for the horizontal directional drilling operation
and pits shall be selected by the Contractor to provide adequate working space and clearances
for the work to be performed.
Pit excavation methods, ground water control and pit support techniques shall be selected by the
Contractor.
A. General
The pipeline will be installed by Horizontal Directional Drilling. Horizontal Directional
Drilling is a trenchless excavation technique for installing pipelines and conduits in two
phases. The first phase consists of drilling a small diameter pilot hole along a designed
directional path. The second phase consists of enlarging the pilot hole to a diameter
suitable for installation of the pipe, and pulling the pipe into the enlarged hole. The
method is accomplished using a surfaced launched horizontal directional drilling rig and
ancillary tools and equipment.
B. Utility Protection
Utility lines and structures indicated on the Drawings which are to remain in service shall
be protected by the Contractor from any damage as a result of his operations. Where
utility lines or structures not shown on the Plan are encountered, the Contractor shall
report them to the Owner before proceeding with the Work. The Contractor shall bear the
cost of repair or replacement of any utility lines or structures which are broken or
damaged by his operations.
All utilities in close proximity to the drill pilot bore, back ream or product pipe installation
must be exposed through a "pot-hole" or other opening, in accordance with appropriate
utility locate laws and regulations, to ensure, through visual inspection, that the drill,
reamer or product pipe has caused no damage to the utility and maintains adequate
clearance. ,-
Contractor shall take the following steps prior to commencing drilling operations in a
location that might contain underground facilities:
1. Contact the utility or utility location/notification service, if appropriate for the
construction area.
2. Positively locate and stake all existing lines, cables, or other underground facilities
including exposing any facilities which are located within 10 ft. of the designed drilled
path.
3. Modify drilling practices and downhole assemblies to prevent damage to existing
facilities.
os3 ASC-1
i
i
PART DA - ADDITIONAL SPECIAL CONDITIONS
C. Applicable Regulations and Codes
All work covered by this section shall be performed in accordance with the applicable
federal and state codes and laws which pertain to such work and supplemental
regulations
which are contained in these specifications. In case of conflict between these
specifications and any federal or state codes or laws, the most stringent shall govern.
i
PART 2 - PRODUCTS
2.1 MATERIALS
A. Product Pipe
i
The restrained joint PVC product pipe will be installed using the Horizontal Directional
Drilling Process. The product pipe refers to water pipe and shall be as specified in
i Section 02620.
B. Drilling Fluids
The Contractor must use a high quality bentonite drilling fluid or equivalent to ensure hole
stabilization, cuttings transport, bit and electronics cooling and hole lubrication to reduce
drag on the drill pipe and the product pipe. Oil based drilling fluids or fluids containing
additives that can contaminate the soil or ground water will not be considered acceptable
substitutes. Composition of the fluid must comply with all federal and local environmental
regulations.
Drilling fluids must be mixed with potable water to ensure no contamination is introduced
into the soil during the drilling, reaming or the pipe installation process. Recycled gray
water, if approved for use by the Texas Department of Natural Resources Conservation
Commission or other controlling agency, is an acceptable alternative to potable water.
Disposal of drilling fluids shall be the responsibility of the Contractor and shall be
conducted in compliance with all relative environmental regulations, right-of-way and
workspace agreements and permit requirements.
Drilling fluid returns can be collected in the entrance pit, exit pit or spoils recovery pit. The
Contractor shall immediately clean up any drilling fluid spills or overflows from these pits.
Drilling fluids collected in the pits must be removed at the end of each day.
C. Water
Contractor is responsible for obtaining, transporting and storing water required for drilling
fluids. Owner, at its option, may secure a water source for the Contractor.
4 PART 3 - EXECUTION
3.1 MOBILIZATION AND SITE PREPARATION
06104103 ASC-17
PART DA - ADDITIONAL SPECIAL CONDITIONS
The Contractor shall mobilize all necessary personnel, equipment and materials to construct an
entry area for drilling operations and exit area for drilling operations as shown on the plans.
Contractor shall provide appropriate supports to maintain safe working conditions; ensure stability
of the entry, exit, settlement and containment pits; minimize loosening, deterioration and
disturbance of the surrounding ground, sidewalks, landscaped areas and roads.
3.2 HORIZONTAL DIRECTIONAL DRILLING
A. Directional Drilling Alignment and Profile
1. Contractor shall utilize the roadway and Right-Of Way for launching the horizontal
directional drilling rig. Additional space or an alternative space for securing the
horizontal directional drilling rig may be obtained with the Engineer's approval.
2. The Contractor may submit alternate horizontal directional drilling routes for approval
by the Engineer prior to initiating construction. The Contractor shall identify the entry
and exit points for each proposed installation route utilizing horizontal directional
drilling. The Contractor shall select installation routes to minimize inconvenience to
the homeowners, minimize disruption to landscaped areas and minimize damage to
trees.
A. Drill Entrance and Exit Angle
The Contractor shall select drill entrance and exit angles appropriate for the proposed
installation routes.
B. Pilot Hole
A smoothly curved pilot hole shall be drilled along the installation routes. The directional
tolerance of the hole will be as follows:
1. Vertical tolerances - Plus or minus 1.0 ft. from the centerline of the polyethylene
conduits. However, the crown of the Product Pipe shall be installed at the depths
described on the plans.
2.Horizontal tolerances - Plus or minus 1.5 ft. from the centerline of the polyethylene
conduits.
3.Curve radius -At no point in the drilled profile shall the radius of curvature be less than
the minimum allowed for the pipe by the manufacturer.
C. Drill Size
A horizontal directional drill is specified for this project with a minimum of 12,000 lbs. of
pull back capacity and 1,000 ft-lb of drill head torque. If a drilling rig of smaller size is
proposed,justification by both of two methods must be established as follows: -
1. Contractor must provide installation load calculations that support the use of a smaller
drill rig with an adequate margin of safety to perform the installation. t
06104103 ASC-18
PART DA - ADDITIONAL SPECIAL CONDITIONS
2. Documented experience in comparable soils, depths, length of installation and pipe
diameter must be supplied along with customer verification of satisfactory
performance on comparable projects.
D. Instrumentation & Fail Safe
Contractor shall at all times provide and maintain instrumentation which will accurately
locate the pilot hole, measure drill string axial and torsional loads, and measure drilling
fluid discharge rate and pressure. Engineer will have access to these instruments,
readings and written output at all times.
The position of the drill string shall be monitored by Contractor with an above-ground
locatorrwalkover" system. Contractor shall compute the position in the x, y and z axis
relative to the ground surface from downhole survey data at a minimum of once per length
of each drill pipe. Deviations of 1-foot or more either horizontally or vertically between the
recorded position of the drill string and the specified position of the drill string shall be
documented and immediately brought to the attention of the Engineer and owner.
A quality assurance piece of DR 18 pipe shall be pulled as the first piece with each drilled
section of DR 14 to monitor the pulling force.
E. Reaming Operations
' Reaming operations to the required hole size shall be submitted by the Contractor to the
Engineer for review and approval prior to initiation of construction.
F. Drill Pit Protection & Repair
All pits and "pot holing" must be filled in or covered completely at the end of each day. All
holes and pits must be filled in within 3 days of opening. Any disturbed pavement shall be
repaired. Backfill, embedment and pavement repair shall be in accordance with the
contract documents, specifications and plans.
G. Installations for Tight Radius Installation Routes
Contractor will be required to submit plan drawings that illustrate that the radius of
curvature will not be less than those shown in Section 02620.
H. Monitoring
The Contractor shall provide continuous competent monitoring during the installation of
the Product Pipes along the designed routes. The Contractor shall record the ground
elevation ahead of the horizontal directional drilling operation prior to initiating the project.
The Contractor shall monitor ground movements associated with the project until all
activities are completed and for one week thereafter. Readings shall be reported daily to
the Engineer. The allowable settlement or surface raising shall not be greater than 0.5
inches. In the case of observed settlement or surface raising, the monitoring points and
r observation frequency shall be increased as requested by the Engineer. Any problems
06104103 ASC-19
PART DA - ADDITIONAL SPECIAL CONDITIONS
detected above the allowable limits shall be corrected by the Contractor at his own
expense.
3.3 ENVIRONMENTAL REQUIREMENTS
A. Environmental and Clean-Up
1. Waste cuttings and drilling mud shall be dewatered and dried by Contractor to the
extent necessary for disposal in offsite landfills.
2. "Blow holes" or "breakouts" of drilling fluid to the surface must be cleaned up
immediately and the surface area washed and returned to original condition. All
drilling fluids, spoils and separated material will be disposed of in compliance with
local environmental regulations. If the amount of surface returns exceeds that which
can be contained and collected using small sumps, drilling operations shall be
discontinued until surface return volumes can be brought under control. Equipment
and materials for cleanup and contingencies must be provided by Contractor and
stored at all sites.
3. Construction related activities involving fuels and lubricants such as vehicle refueling
and equipment maintenance, including the draining and pumping of lubricants shall be
conducted at sufficient distance from the homes to eliminate contamination in case of
a spill. Any fuels or lubricants spilled shall be cleaned up immediately to the
satisfaction of the Engineer.
4. Contractor shall provide sanitation and garbage facilities and all wastes shall be
transported offsite for disposal.
5. Immediately upon completion of work, all rubbish and debris shall be removed from
the job site. All construction equipment and implements of service shall be removed
and the entire area involved shall be left in a neat, clean and acceptable condition.
3.4 PIPELINE ASSEMBLY AND INSTALLATION
The Contractor shall provide, assemble and pretest the product pipes for installation in the drilled
holes as shown on the Drawings. Contractor shall supply all necessary materials, equipment and
services to perform the pipeline assembly and installation.
A. Assembly Restrained Joint PVC Product Pipe
1. The Contractor shall assemble the PVC product pipe in lengths sufficient to reach
from entry of site to exit of site with sufficient extra length to enable.joining to adjacent
lengths of pipe.
2. The Contractor shall string out the product pipe on sufficient rollers to prevent the pipe
from being dragged on the ground during stringing or pullback.
3. During assembly and stringing out the Contractor shall exercise traffic control
measures in accordance with the plans. Residents shall be informed at least 24-hours
in advance of any blocked access to their homes.
06104103 ASC-20
PART DA - ADDITIONAL SPECIAL CONDITIONS
4. The gaskets and the ends of pipe must be inspected and cleaned with a wet cloth
prior to each joint assembly so they are free of any dirt or sand. The pipe must be
free of any chips, scratches or scrapes.
5. The pipe shall be joined using separate couplings that have beveled edges, built-in
sealing gaskets, and restraining grooves. The restraining splines shall be square and
made from Nylon 101.
6. Do not lubricate nylon splines before inserting into couplings. Use a spline insertion
tool for all piping.
7. After pipe pull-in is complete, apply push force to relieve any stretch that may remain
in pipe.
A. Assembly of Product Pipe Segments
1. The Contractor shall utilize vacuum excavation equipment or backhoes with narrow
width buckets for excavating small diameter holes that will be utilized for connecting
adjacent product pipe segments previously installed with horizontal directional drilling.
2. The holes excavated with the vacuum excavation equipment or backhoes with narrow
width buckets shall not be larger than 3 ft. wide and 3 ft. long unless approved by the
Engineer.
A. Tracer Wire
The Contractor shall install a 10 gauge or larger coated trace wire adjacent to the Product
Pipe during the horizontal directional drilling process for the Owner's use and future
reference. Tracer wire shall terminate at in-line gate valve boxes and be accessible by
- City Staff. Electrical continuity of the tracer wire is essential and therefore, it should be
free of splices. The tracer wire may be attached to the leading end of the Product Pipe or
to the pulling head and inserted with the Product Pipe during the horizontal directional
drilling process.
B. Pre-Installation Test of Product Pipe
After each Product Pipe section has been assembled and prior to pullback, the Contractor
shall perform an air pretest. The test pressure shall be 130 psi and this pressure shall be
held for 5 minutes. Contractor is responsible for providing air compressors for this test.
Pressure and temperature shall be monitored and recorded with certified instruments
during the test.
End caps, fittings or valves connected to the Product Pipe section shall have a pressure
rating equal to or greater than the test pressure.
. The Contractor shall confirm with the Product Pipe's manufacturer that the specified test
procedures are suitable for the supplied pipe. Any recommended modifications to the
procedures outlined in this specification shall be brought to the attention of the Engineer
for approval.
06104103 ASC-21
PART DA - ADDITIONAL SPECIAL CONDITIONS
If leakage is indicated, the pipe shall be visually inspected and the leaking joint(s) shall be
cut out and replaced and the section re-tested in accordance with the Specification
requirements. All costs of repair and re-testing shall be borne by the Contractor.
C. Pipe Support and Rollers `
Contractor shall provide adequate supports and rollers along the laydown space to
support the Product Pipe during stringing and pullback. At no time shall the Product Pipe
be dragged along the ground.
D. Pipeline Installation
During the pipeline installation and pullback operation, the Contractor shall monitor the
pipe roller system and use of any other equipment to control damage to the pipes. �..
Contractor shall cease installation operations if damage to the pipes occur. Damage
pipes should be repaired or replaced immediately. Pulling operations may not resume
until the pipe is repaired or replaced.
Contractor shall ensure that the Product Pipes are not distorted from a circular cross
section in accordance with ASTM F714 and ASTM D2122. Contractor shall monitor pulling
tensions during the installation process.
1. During pullback of the pipe care shall be taken to prevent pipe buckling and bending
beyond the pipe manufacturer's recommended bending radius.
2. The pipe may be installed by pulling or a combination of pulling and pushing. At all
times the push/pull load applied to the pipe shall be continually monitored by
calibrated load measuring devices.
3. The Contractor shall attach a pulling head to the front section of the pipe being _.
installed. Prior to commencement of pull back operations the pulling head design
shall be submitted to the Engineer for approval.
4. The pullback of the pipe shall be done in such a manner so as not to damage the
pipe.
5. During pullback of the pipe the pulling load shall not exceed the following:
18,000 lbs. for 8" pipe
26,440 lbs. for 12" pipe
E. Boring Pit Protection & Repair
Soils and spoils removed for boring pits shall be removed from the site by the end of each day.
Boring pits shall be covered or filled the end of the working day.
F. Post Installation Hydrostatic Pressure Test
After the product pipe has been installed, the Contractor shall perform a final hydrostatic
test of each drilled section of the assembled pipeline. The test pressure shall be 130 psi -
06104103 AS C-22
PART DA - ADDITIONAL SPECIAL CONDITIONS
and this pressure shall be held for 4 hours. Contractor is responsible for providing water
for the test. Pressure and temperature shall be monitored and recorded with certified
instruments during the test.
End caps, fittings or valves connected to the Product Pipe section shall have a pressure
rating equal to or greater than the test pressure.
The Contractor shall confirm with the Product Pipe's manufacturer that the specified test
procedures are suitable for the supplied pipe. Any recommended modifications to the
procedures outlined in this specification shall be brought to the attention of the Engineer
for approval.
Contractor shall take suitable safety precautions to eliminate hazard to construction
personnel in the event of catastrophic failure.
s
If leakage is indicated, the pipe shall be visually inspected and the leaking joint(s) shall be
cut out and replaced and the section re-tested in accordance with the Specification
requirements. All costs of repair and re-testing shall be borne by the Contractor.
3.5 SITE RESTORATION/DEMOBILIZATION
Contractor shall remove all equipment, material and waste from the job site. The general work
areas, the right-of-way and all other construction areas shall be graded to their original contours.
Contractor shall restore all paved surfaces removed during construction and restore unpaved
areas with specified restoration material.
PART 4— PAYMENT
i
8-inch HDPE C-906 SDR-11 Water Pipe bid item shall consist of the work, labor, and materials
required for complete installation in accordance with the Contract Documents and Specifications.
This item shall include furnishing, hauling and laying of pipe, tracer wire, thrust restraint,
mechanical restraint, pumping where necessary, any excavation, trench safety, City approved
backfilling and embedment as specified, construction quality assurance testing, protecting
_ existing landscaping, structures or utilities, disinfection and testing, disposal of surplus materials
and excess excavation, cleaning up and maintenance, and removal of mud from roadways and
any incidental work and materials not otherwise provided for in these specifications. Payment for
pipe shall include all costs required to have utility companies, or other parties, repair any damage
inflicted to their lines by the contractor and any cleanup, property damages, fines, etc. resulting
from damage inflicted to any utility line by the Contractor. Measurement for payment shall be bid
per horizontal linear foot along pipe centerline.
DA-14 RESTRAINED JOINT PVC PIPE
PART 1 -GENERAL
1 SUMMARY
A. This Section includes specific requirements related to the manufacture and testing of
thrust-restrained Poly-Vinyl Chloride (PVC) pipe.
OrVO4103 ASC-23
PART DA - ADDITIONAL SPECIAL CONDITIONS
B. Related Sections: The following sections contain requirements that relate to this Section:
1. Section 02619 Horizontal Directional Drilling
2 SUBMITTALS
A. Prior to initiating construction, the Contractor shall conduct and/or submit the following to
the Engineer for review and approval:
1. The manufacturer shall certify that the materials used to manufacture the pipe meet
the requirements of this specification.
3 REFERENCE STANDARDS
A. The following publications form a part of this Specification to the extent referenced. All _
materials and fittings supplied and work performed herein shall conform to the latest
edition of the applicable industry, codes, standards, references and recommended
practices listed below. In case of conflict, the requirements of the specification shall
prevail. The publications are referred to in the text by abbreviation only:
1. American Society of Testing Materials (ASTM)
a. ASTM D1784 - Specification for Rigid PVC Compounds and Chlorinated PVC
Compounds
b. ASTM D2837 - Standard Specification for Obtaining Hydrostatic Design Basis for
Thermoplastic Pipe Materials
c. ASTM D3139- Standard Specification for Joints for Plastic Pressure Pipes Using
Flexible Elastomeric Seals
d. ASTM F477 — Standard Specification for Elastomeric Seals (Gaskets) for Joining
Plastic Pipe
2. American Water Works Association (AWWA)
a. AWWA C900— PVC Pressure Pipe and Fabricated Fittings, 4 inch through 12 inch
for Water Distribution
3. National Sanitation Foundation (NSF)
a. NSF Standard 61 — Drinking Water Components— Health Effects
4 QUALITY ASSURANCE
A. The manufacturer shall maintain a quality assurance program to ensure that minimum
standards are met.
06104/03 ASC-24
PART DA - ADDITIONAL SPECIAL CONDITIONS
B. The Engineer may reject any pipe sections or special sections that do not conform to the
prescribed test results and tolerances set forth in this section and the reference
standards.
Part 2—PRODUCTS
1 PIPING SYSTEM
A. The poly-vinyl chloride water pipe will have a nominal outside diameter (using ductile iron
pipe sizes) of 8 inches as indicated on the plans. All pipe shall be DR14, Class 200.
B. The material used in the production of potable water pipe shall be approved by the
National Sanitation Foundation (NSF).
C. Products delivered under this specification shall be manufactured only from water
distribution pipe and couplings conforming to AWWA C900. The restrained joint pipe
system shall also meet all short and long term pressure test requirements of AWWA
C900. Pipe, couplings, and locking splines shall be completely non-metallic to eliminate
corrosion problems.
D. Pipe and couplings shall be made from unplasticized PVC compounds having a minimum
cell classification of 12454-B, as defined in ASTM D1784. The compound shall qualify for
a Hydrostatic Design Basis (HDB) of 4000 psi for water at 73.4 degrees Fahrenheit, in
accordance with the requirements of ASTM D2837.
E. Pipe shall be joined using non-metallic couplings which, together, have been designed as
an integral system for maximum reliability and interchangeability. High-strength flexible
thermoplastic splines shall be inserted into mating precision-machined grooves in the pipe
and coupling. MJ Gland Adaptors shall be used to anchor the restrained joint PVC pipe to
ductile iron fittings.
F. Couplings shall be designed for use at the rated pressures of the pipe with which they are
utilized, and shall incorporate twin elastomeric sealing gaskets meeting the requirements
of ASTM F477. Joints shall be designed to meet the leakage test requirements of ASTM
D3139.
G. Every pipe and machined coupling shall pass AWWA C900 hydrostatic proof test
requirements.
H. Pipe shall be supplied as white in color and in standard lengths of 20 feet. Pipe shall be
legibly and permanently marked in ink with the following information:
■ Manufacturer and Trade Name
■ Nominal Size & DR Rating/Pressure Class
■ Hydrostatic Proof Test Pressure
■ NSF-61
0 Manufacturing Date Code
Pipe and Couplings shall also bear the mark of the certifying agency(s)which have tested
Y and approved the product for use in fire protection applications.
06104103 ASC-25
PART DA - ADDITIONAL SPECIAL CONDITIONS
D. Pipe and couplings shall be homogenous throughout and free from voids, cracks,
inclusions, and other defects, and shall be as uniform as commercially practicable in
color, density, and other physical characteristics.
E. The pipe shall not be bent to a radius less than that shown below:
Pipe Diameter Minimum Radius Offset per Deflection per
of Curvature 20' Length 20'Len th
4" 100' 23" 11.5 degrees
6" 150' 16" 7.6 degrees
8" 200' 12" 5.7 degrees
10" 250' g" 1 4.6 degrees
12" 300' 8" 3.8 de rees
DA-15 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE
A. Description
This item shall consist of milling the existing pavement from the lip of gutter at a depth of
2" and transitioning to match the existing pavement (0" cut) at a minimum width of 5'. The
existing pavement to be milled will be asphalt pavement. The removal and disposal of the
milled materials shall be as directed by the Owner. The milled surface shall provide a
smooth surface free from gouges, ridges, oil film, and other imperfections of workmanship
and shall have a uniform textured appearance. In all situations where the existing
H.M.A.C. surface contacts the curb face the wedge milling shall include the removal of the
existing asphalt covering the gutter up to and along the face of curb.
The wedge milling operations for this project will be performed in a continuous manner
along both sides of the street and along both sides of the valley gutters. Contractor is !
required to begin the overlay, within five (5) calendar days from the date of the wedge
milling completion of any one street. Should the contractor fail to meet this condition, the
wedge milling will be shut down, and liquidated damage of$500.00 per day per street will
be assessed until all wedge milled streets are overlayed. The overlay, once begun on a
street shall continue uninterrupted until complete.
The Contractor shall haul-off the removed material to a suitable dump site.
B. Equipment
The equipment for removing the pavement surface shall be a power operated milling
machine or other equal or better mechanical means capable of removing, in either one
pass or two passes, the necessary pavement thickness in a five-foot minimum width. The
equipment shall be self-propelled with sufficient power, traction and stability to maintain
accurate depth of cut and slope.
The machine shall be equipped with an integral loading and reclaiming means to
immediately remove material being cut from the surface of the roadway and discharge the
cuttings into a truck, all in one operation. Adequate back-up equipment (mechanical
06104103 AS C-26
PART DA - ADDITIONAL SPECIAL CONDITIONS
street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep
flying dust to a minimum and to insure that all cuttings are removed from street surface
daily. Stockpiling of planed material will not be permitted on the project site unless
designated by the Engineer. The machine shall be quipped with means to control dust
created by the cutting action and shall have a manual system providing for uniformly
varying the depth of cut while the machine is in motion thereby making it possible to cut
flush to all inlets, manholes, or other obstructions within the paved area. The speed of the
machine shall be variable in order to leave the desired gird pattern specified under
Surface Texture.
The compensation for this item shall be included in bid item No. 53 (2° HMAC Overlay
with wedge milling).
DA-16 SHOP DRAWINGS
1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material
schedules as may be required by the Engineer for his review. Submittals may be checked by and
stamped with the approval of the Contractor and identified as the Engineer may require. Such
review by the Engineer shall include checking for general conformance with the design concept of
the project and general compliance with information given in the General Contract Documents.
Indicated actions by the Engineer, which may result from his review, shall not constitute
concurrence with any deviation from the plans and specifications unless such deviations are
specifically identified by the method described below, and further shall not relieve the Contractor
of responsibility for errors or omissions in the submitted data. Processed shop drawing
submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate
that the Contractor understands the design concept, and that he demonstrates his understanding
by indicating which equipment and materials he intends to furnish and install, and by detailing the
fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts
between submittals and the design drawings and/or specifications are discovered, either prior to
or after submittals are processed, the design drawings and specifications shall govern. The
Contractor shall be responsible for dimensions which are to be confirmed and correlated at the
job site, fabrication processes and techniques of constriction, coordination of his work with that of
other trades and satisfactory performance his work. The Contractor shall check and verify all
measurements and review submittals prior to being submitted, and sign or initial a statement
included with the submittal, which signifies compliance with plans and specifications and
dimensions suitable for the application. Any deviation from the specified criteria shall be
expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be
retained by the Contractor until completion of the project and presented to the City in bound form.
2. Shop drawings shall be submitted for the following items prior to installation:
DI Pipe
PVC Pipe
Steel Casing
6"-12° Gate Valves
DI Fitting
Valve Boxes
Corporation Stops
K Copper
Fire Hydrants
06104103 ASC-27
PART DA - ADDITIONAL SPECIAL CONDITIONS
Tapping Sleeves
Hydromulch
Sod !
Concrete Mix Design
Asphalt
Pressure Reducing Valve
Concrete Pressure Reducing Valve Vault
Horizontal Directional Drilling
Restrained Joint PVC Pipe
Additional shop drawing requirements are described in some of the material specifications.
3. Address for Submittals -The submittals shall be addressed to the Chief Design Engineer:
Fred Ehia, P.E.
City of Fort Worth
1000 Throckmorton
Fort Worth, TX 76102
DA-17 COST BREAKDOWN
In order to establish a basis upon which partial payments to the Contractor may be authorized,
immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown
of his contract price arranged and itemized to meet the approval of the Engineer.
DA-18 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX)
All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete",
300 "Asphalts, Oils and Emulsions", 304 "Prime Coat", and 313 "Central Plant Recycling-Asphalt
Concrete" shall apply to the construction methods for this portion of the project.
Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the
asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit
and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic
material shall also not be placed when the wind conditions are unsuitable in the opinion of the
Engineer.
The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City
approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as
necessary.
The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation
for all labor, materials, equipment, tools, and incidentals necessary to complete the work.
DA-19 NEW 4" STANDARD WHEELCHAIR RAMP
The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed
details, or as directed by the Engineer.
06104103 ASC-28
-
PART DA - ADDITIONAL SPECIAL CONDITIONS
The removal of existing substandard wheelchair ramps and sidewalk as required for the
installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and
replacement of existing curb and gutter as required for the installation of new wheelchair ramps
shall be included in Pay Item 55 (Removal and Replacement of Curb and Gutter).Pay limits for
laydown curb and gutter are included in Pay Item 55. The pay limit will extend from 9" outside the
lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb
and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face
of curb and encompass the remainder of the ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item
504 "Concrete Sidewalk Driveways" shall apply except as herein modified.
All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured
by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake
type, and shall be used in accordance with manufactures instructions. Concrete stain may be
applied after concrete is poured (Product sold by BAER).
"Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches
dimension, or other dimension approved by the Engineer, meeting the aforementioned
specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be
applied for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means in order to provide for a
uniform color distribution."
- The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will
be full compensation for materials, labor, equipment, tools and incidentals necessary to compete
the work.
06104103 ASC-29
-
—
SECTION E SPECIFICATIONS
(January 1, 1978)
—
All materials, construction methods and procedures used in this project shall conform to
Sections E1, E2, and E2A of the Fort Worth Water Department General Contract
Documents and General Specifications, together with any additional material
specification(s), construction(s) or later revision(s). (See revisions listed on this sheet.)
Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents
and General Specifications are hereby made a part of this contract document by reference
for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept
in the office of the City Secretary of the City of Fort Worth as an official record of the City of
Fort Worth.
INDEX
E1 MATERIAL SPECIFICATIONS
—
E2 CONSTRUCTION SPECIFICATIONS
E2A GENERAL DESIGN DETAILS
Revisions as of April 20, 1981, follow:
E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density
and correct P.I. values as follows:
C. Additional backfill requirements when approved for use in streets:
1. Type 'B' Backfill
—
(c) Maximum plastic index (PI) shall be 8.
2. Type 'C' Backfill
(a) Material meeting requirements and having a PI of 8 or
_ less shall be considered as suitable for compaction by
jetting.
(b) Material meeting requirements and having a PI of 9 or
more shall be considered for use only with mechanical
compaction.
E2-2.11 Trench Backfill: (Correct Minimum compaction requirement wherever it
appears in this section to 95% Proctor density except for paragraph a.1
where the "95% modified Proctor density" shall remain unchanged.)
-
-
-
E-1
SECTION E100 — MATERIAL SPECIFICATIONS
MATERIAL SPECIFICATIONS
January 1, 1978 (Added 5/13/90)
E100-4 WATERTIGHT MANHOLE INSERTS
E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight
gasketed manhole inserts in the Fort Worth sanitary sewer collection system.
E100-4.2 MATERIALS AND DESIGN:
a. The manhole insert shall be of corrosion-proof high density polyethelene that meets
or exceed the requirements of ASTM D1248, Category 5, Type Ill.
b. The minimum thickness of the manhole insert shall be 1/8".
C. The manhole insert shall have a gasket that provides positive seal in wet or dry
conditions. The gasket shall be made of closed cell neoprene rubber and meet the
requirement of ASTM D1056, or equal.
d. The manhole insert shall have a strap for removing the insert. The strap shall be
made of minimum 1" wide woven polypropylene or nylon webbing, with the ends
treated to prevent unraveling. Stainless steel hardware shall be used to securely
attach strap to the insert.
_ e. The manhole insert shall have one or more vent holes or valves to release gasses
and allow water inflow at a rate no greater than 10 gallons per 24 hours.
E100-4.3 INSTALLATION:
a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole
insert of the rim.
b. The manhole insert shall be fully seated around the manhole frame rim to retard
water from seeping between the cover and the manhole frame rim.
E-2
11/4/2003 2:41 PM FROM: SPI210,691.5835 Service ProfessiorQlS of T 29 TO: 1 817 558-6703 PAGE: 002 OF 00:
AC RD„ CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO./DATE
02'1 S2A03
PRODUCER THIS CERTIFICATE IS ISSUED AS A MAgTTER OF INFORMATION
FINANCIAL INSURANCE COMPANY OF AMERICA ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
12225 GR£ENVILLEAVENUE;SUrM 490 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
DALLAS,TEXAS 75243 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
972-907.2272. INSURERS AFFORDING COVERAGE
INSURED INSURERA FINANCIAL INSURANCE CO_MP_A_N_YOF AMERICA
UNITED FOCUS,INC.dbRSERVICE PROFESSIONALS OF TEXAS,INC.' INSURER 8:
CLEBURNE U71LIT IES CONSTRUCTION -
INSURER C'
12001 NETWORK BLVD.,BLDG.E-110
INSURER D:-
SAN ANTONIO,TEXAS 78249 INSURER E:
C(IYERAGES_.
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IND11CATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY-PERTAIN;THE INSURANCE AF{-ORDE08-Y THE-PALICIES DE.SCRIRED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUMONS AND CONDITIONS OF SIKH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE POLICY NUMBER PDATEIMMIDDIYYE —POLICY MMIDDIYYN LIMITS
GENERAL LIABILITY FACH OCCLIRRFN7 I$
COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Arty we lire) I
CLAIMS MADE E]OCCUR MED EXP(Any One person) +t -- - -- - - -
PERSONAL&WV INJURY -
IGENERAL AGGREGATE is
I GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMF rGP AGG$
—IPCLICY !M- LOC �-
AUTOMOBILE LIABILITY COMBINED SINGLF I MIT
A,AUTO e I(Ea a¢ilenl) S
ALL OWNED AUTOS I_--_—__._
BODiCr INJUR'r
SC+IEDULED-AUTQ5- +(Par palm) $
HIRED AUTOS BODILY INJURY �
NOR O NNED-AUTOS (Per accidenq 5
PROPERTYDAMA- a `
(Per arcidenl}
GARAGE LIABILITY AUTO ONLY•EA AQCIOE NT b
ANY AUTO OTHER THAN,, EA ACC T
AUTO ONLY: AGG S
EXCESS LIABILITY EACH OCCURRENCE
OCCL7R FI CLAIMS MAD I AGGREGATF 11$
DEDUCTIBLE S
RETENTION S $
G 7 R.I- TH-
IWORKERS COMPENSATION AND x TORY LIMITS ER
EMPLOYERS'LIABILITY I —�-
E.L.EACH ACCIDENT �l S 1 OOO,OQO
A WC-2095-03 I9-18-03 9-18-04 E.L DISEASE•EAE,MPLOYEF'a 1,000,000
E.L.DISEASE-POLICY LIMIT $ 1,000,000
OTHER
1L(MrT S
LIMB" - ---- I$ ----
DESCRIPTION OF OPERATIONS ILOCATTONSF4ENICLESrEXCLUSIONS ADDED BY ENDORSEMENTISPECI.AL,PROVISIONS
CERTIFICATE HOLDER ADDITIONAL IN RED;INSURER LETTER: CANCELLATION
SROOLD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
CITY OF FORT WORTH DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
1000 rHRGCKMORTON ST. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SMALL
FORT WORTH,TX 767102 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
REPRESENTATIVES. -4
AUTHORIZED REPRESENTATIVE •,'�'
ACORD256SfiT/ ) , OA£ORO-CORPORATION 1956
1
::' ;:? ... :.',.? ;i:>::' ...;i itE i>." "':i:; :i i •.i ':;i5; i 'c `..':i; `is i`i'°:?: .... iACORD : : :'ijl i:5:
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Allied N. America Corp. of TX ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
12770 Coit Road, Suite 750 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Dallas, TX 75251 COMPANIES AFFORDING COVERAGE
(972) 455-1400 F: (972) 387-8837 COMPANY
A UNITED NATIONAL INSURANCE CO
INSURED
COMPANY
CLEBURNE UTILITY CONSTRUCTION B SOUTHERN COUNTY MUTUAL
COMPANY
1429 CR 426 C ROYAL SURPLUS LINES INSURANCE
CLEBURNE TX 76031 COMPANY
' D
., " x' 5 5 r ?' '•' ' <' > '5 `" ;r �<'+y y :;:< :2:.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
LTA DATE(MWDD/YY) DATE(MWDD/YY)
A GENERAL LIABILITY L 7166057 11/09/02 11/09/03 GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $
CLAIMS MADE ®OCCUR PERSONAL&ADV INJURY $
OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $
"00 DED FIRE DAMAGE(Any one fire) $
. PER CLAIM MED EXP(Any one person) $
B AUTOMOBILE LIABILITY CT117049 11/09/02 11/09/03 COMBINED SINGLE LIMIT $1,000,002
ANY AUTO
ALL OWNED AUTOS
BODILY INJURY $
SCHEDULED AUTOS (Per person)
HIRED AUTOS
BODILY INJURY $
NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE $
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY:
EACH ACCIDENT $
AGGREGATE $
EXCESS LIABILITY K2HA019477 11/09/02 11/09/03 EACH OCCURRENCE $
C UMBRELLA FORM AGGREGATE S
OTHER THAN UMBRELLA FORM $
WORKERS COMPENSATION AND TORY IMI O R
EMPLOYERS'LIABILITY
EL EACH ACCIDENT $
THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $
PARTNERS/EXECUTIVE
OFFICERS ARE: FIEXCL EL DISEASE-EA EMPLOYEE $
OTHER
OESCRIVWN OF OPERATIONS/LOCATWNS/VEHK LIMSPECIAL ITEMS
Project: Camelot Water Line Improvements; DOE Project #4244; Water
Project No PW53-060530177810 .
The City, Its Officers, Employees and Servants are Named as Additional
Insured if required by written contract & signed by the named insured
....�......Fri.'i�................................:::.....:..::::.,.........:.:..........::........:.:.:........................:..:......:.. 3.�1..........................:..:...........:.:.........::.:...........:.....................::::.:...:.:::.:::.:.:::.::::::.::::::::::::..::.
........................................................................................................................................................................................................................................................................................................
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
City of Ft Worth Water Department EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
1000 Throckmorton Street 80 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Fort Worth, Texas 76102 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
1...................:...........:..:...................................::...........:...:........:::.........::::.....:....:.::.::.:...::::::::.......::
CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH Date:
er -
NAME OF PROJECT: WATER LINE IMPROVEMENTS LOCATED IN THE CAMELOT AREA
PROJECT NUMBER: PW53-06053177810
IS TO CERTIFY THAT: CLEBURNE UTILITY CONSTRUCTION CO.
is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for
the type of insurance and accordance with provisions of the standard policies used by this Company,and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker's Compensation
Comprehensive General Bodily Injury:
Liability Insurance(Public Ea.Occurrence: $
Liability) Property Damage:
Ea.Occurrence: $
Blasting Ea.Occurrence: $
Collapse of Building or
structures adjacent to Ea.Occurrence: $
excavations
Damage to Underground
Utilities Ea.Occurrence: $
Builder's Risk
Comprehensive Bodily Injury:
Automobile Liability Ea.Person: $
Ea.Occurrence:$
Property Damage:
Ea.Occurrence: $
Bodily Injury:
Contractual Liability Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Other
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be
assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement
thereto attached.
The City,its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies
excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy.
Agency Insurance Co.:
Fort Worth Agent By
Address Title
,•. CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096(2000),as amended,Contractor certifies that it provides
workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of
Engineering No. and City of Fort Worth Project Number PW53-06053177810
CLEBURNE UTILITY
CONSTRUCTION CO.
CONTRACTOR
By. -r
yic° P
Title
/VVle 3
Date
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME,the undersigned authority,on this day personally appeared ei• A-K) ,
known to me be the person whose name is subscribed to the for g 'n i ment,and acknowledged to me that he
executed the same as the act and deed of L' ! r for the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ® � .2003.
L.IHO�yp�ri
Rl'P��Oly'��� a4foir
the State Vas
• '�?`XPIR S ���
Bond No. 561362P
PERFORMANCE BOND
THE STATE OF TEXAS §
KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we ( CLEBURNE UTILITY CONSTRUCTION CO. as Principal herein, and (2)
Developers�Sinety
Indemnity CaeoanV a corporation organized under the laws of the State of
(3) Iowa , and who is authorized to issue surety bonds in the State of Texas,
Surety herein, are held and firmly bound unto the City of Fort Worth,a municipal corporation located in Tarrant and
Denton Counties,Texas,Obligee herein, in the sum of:
NINE HUNDRED THD= -EIGHT THOUSAND ONE HUNDRED SEVENTY-FIVE AND NO 1100...............
Dollars($938,175.00)for the payment of which sum we bind ourselves, our heirs, executors,administrators,
successors and assigns,jointly and severally, firmly by these present.
DEC 0 9 2003
WHEREAS, Principal has entered into a certain written contract with the Obligee dated the of
2003 a copy of which is hereto attached and made a part hereof for all purposes, for the construction
of:
WATER LINE IMPROVEMENTS LOCATED IN THE CAMELOT AREA
NOW THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform
the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold
harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and
reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then
this obligation shall be void; otherwise,to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such
statute,to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
,. SIGNED AND SEALED this day of .2003.
DEC 0 9 2003
„
CLEBURNE UTILITY CONSTRUCTION CO.
4-ii Secretary PRINCIPAL
BY:
(SEAL) Title: V I- 'C� -
1429 CR 426 — 1
CLEBURNE.TX 76031
Witness as to Principal
Developers Surety and
Indemnity Company
Surety
BY: �AO ULI.O.
Name: Connie Jean Kregel
ATTEST: - (Attorney-in-fact)
Address: 17780 Fitch
/$Eti/9uli Witness, Elaine tubb Irvine, CA 92614
(SEAL) r Telephone Number: 949-263-3300
Witness as to Surety .Va rie Jackson
90 fE:
(1) Correct name of Principal(Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall
be attached to Bond by the Attorney-in-Fact.
The date of the bond shall not be prior to date of Contract.
Bond No. 561-362P
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARR-ANT §
That we (1) CLEBURNE UTILITY CONSTRUCTION CO. as Principal herein, and (2) ***
a corporation organized and existing under the laws of the State of(3) Iowa as surety, are held and firmly
bound unto the City of Fort Worth, a municipal crnroration located in Tarrant and Denton Counties, Texas, Obligee
herein, in the amount of NINE HUNDRED ,ARTY -EIGHT THOUSAND ONE HUNDRED SEVENTY-FIVE
AND NO/100............................. Dollars (5938,175.00) for the payment whereof, the said Principal and Surety bind
themselves and their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these
presents: ***Developers Surety and Indemnity Company
DEC 0 9 2003
WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the day
of A.D. , 2003, which contract is hereby referred to and made a part hereof as if fully and to the same
extent as if copied at length, for the following project:
_ WATER LINE TINIPROVEMENTS LOCATED IN THE CAMELOT AREA
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal
shall faithfully make payment to each and every claimant(as defined in Chapter 2253, Texas Government Code, as
amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be
void; otherwise,to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said
statute, to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
SIGNED AND SEALED this day of , 2003.
DEC 0 9 2003
c J CLEBURNE UTILITY CONSTRUCTION CO.
iS PRINCIPAL
BY:
(Prin a*1) e tary /�� _�p Name: C /�. J h/-ryv
lop Title: V�
(SEAL) 1429 CR 426
CLEBURNE,TX 76031 _
4?e
.,, Witness as to Principal
Developers Surety and
Indemity Company
SURETY�1
ATTEST: By: tjU1,�Q �ri
Name: Connie Jean Kregel
Witness, Elaine Tubb Attorney in Fact
(SEAL) Address: 17780 Fitch
, Irvine, CA 92614
Witness as to Surety v' lerie Jackson
Telephone Number: 949-263-3300
NOTE:
1. Correct name of Principal(Contractor).
2. Correct name of Surety.
3. State of incorporation of Surety.
Telephone number of surety must be stated. In addition, an original copy of Power of Attorney
shall be attached to Bond by the Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
Bond No. 56I362P
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS:
That CLEBURNE UTILITY CONSTRUCTION CO. (Contractor), as principal, and
vel rs Sure an a corporation organized under the laws of the State of Iowa (Surety), do hereby
acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation
chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas the sum of
NINE HUNDREDTH= '-EIGHT THOUSAND ONE HUNDRED SEVENTY-FIVE AND
N01100.............................Dollars ($938,175.00)lawful money of the United States, for payment of which sum well
and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their
heirs, executors, administrators, assigns and successors,jointly and severally.
This obligation is conditioned,however;that, � � Q ��
WHEREAS,said Contractor has entered into a written Contract with the City of Fort Worth' a e the
day of 2003,a copy of which is hereto attached and made a part hereof,the performance of the
following described public improvements:
WATER LINE IMPROVEMENTS LOCATED IN THE CAMELOT AREA
the same being referred to herein and in said contract as the Work and being designated as project PW53-
06053177810 and said contract, including all of the specifications, conditions, addenda, change orders and written
instruments referred to therein as Contract Documents being incorporated herein and made a part hereof, and,
WHEREAS,in said Contract, Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during a period of after the-date of Two (2) Years after the date
of the final acceptance of the work by the City;and
WHEREAS,said Contractor binds itself to maintain said work in good repair and condition for said term of
Two (2) Years; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or
reconstruct said work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said work in accordance with all the terms and conditions of said Contract, these_presents shall be null
and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and the City
shall have and recover from the Contractor and Surety damages in the premises prescribed by said Contract.
This obligation shall be continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
3
IN WITNESS WHEREOF, this instrument is executed in g counterparts, each one of which shall be
deemed an original,this day of ,A.D. 2003.
ATTEST: DEC Q 9 2003
(SEAL) CLEBURNE UTILITY
CONS,iikCTION CO. Copp or
By: -
ry Name: 12 FkU
Title:
ATTEST: Developers Surety and
(SEAL) Indeanity Coa gny
Surety
1 BY:
1�ty/ Witness Valerie Jackson Name: Connie Jean Kregel
Title: Attorney-in-fact
17780 Fitch
Irvine, CA 92614
Address
POWER OF ATTORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPANY
PO BOX 19725,IRVINE,CA 92623•(949)263-3300
www.inscoDico.com
KNOW ALL MEN BY THESE PRESENTS,that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make,
***LSoyd°dayfs:Jr., Richard Michael Abbott, Beverly M. Trimble, Steven Jay Rauch, Connie Jean Kregel,
jointly or severally***
as its true and lawful Attorney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporation as surety,bonds,undertakings and
contracts of suretyship giving and granting unto said Attorneys)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper
to be done in connection therewith as the corporation could do,but reserving to the corporation full power of substitution and revocation,and all of the acts of
said Attomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed.
This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of
DEVELOPERS SURETY AND INDEMNITY CQMPANY effective as of November 1,2WO:
RESOLVED, that the Chairman of tpe Board, the President and any-Vice President of the corporation be, and that each of them hereby is,
authorized to execute Powers of Attorney,qualifying the Attorney(s)-in-Fact named in the Powers of Attorney to execute,on behalf of the corporation,bonds,
undertakings and contracts of suretyship,and that the Secretary or any Assistant Secretary of the corporation be,and each of them hereby is,authorized to
attest the execution of any such Power of Attorney:
RESOLVED,FURTHER,that the signatures of such officers may be:affixed to any such Power of Attorney or to any certificate relating thereto by
facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and
in the future with respect to any bond,undertaking or contract of suretyship to which it is attached.
IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive
Vice President and attested by its Secretary this 7th day of November,_2001.
AND
mugpl
By.David H.Rhodes.Executive Vice President 'yr' V�apoR4rE
cap OCT.
UJ
By: blu,
;���•• pow p ••aa,.
Walter A.Crowell, Secretary
STATE OF CALIFORNIA )
)SS.
COUNTY OF ORANGE )
On November 7,2001,before me,Antonio Alvarado, personally appeared David H. Rhodes and Walter A.Crowell,personally known to me(or
proved to me on the basis of satisfactory evidence)to be the persons whose names are subscribed to the within instrument and acknowledged to me that thev
executed the same in their authorized capacities,and that by their signatures on the instrument the entity upon behalf of which the persons acted,executed the
instrument.
WITNESS my hand and official seal
ANTONIO ALVARADO
" p COMM.#1300303
_ g s Notary Public-California
it �+
ORANGE COUNTY
Signature y Comm.Expres APRIL 10,2005
CERTIFICATE
The undersigned,as Chief Operating Officer of DEVELOPERS SURETY AND INDEMNITY COMPANY,does hereby certify that the foregoing
Power of Attorney remains in full force and has not been revoked,and furthermore,that the provisions of the resolution of the respective Boards of Directors
of said corporation set forth in the Power of Attorney,is in force as of the date of this Certificate. 0 2003
This Certificate is executed in the City of Irvine,California,the day of ®�
C
By .
David G.Lane,Chief Operating Officer
ID-1438(DSI)(11/01)
IMPORTANT NOTICE AVISO IMPORTANCE
To obtain information or make a complaint: Para obtener informacion o para someter una queja:
You may call the Surety's toll free telephone number Usted puede llamar al numero de telefono gratis de
for information or to make a complaint at: para informacion o para someter una queja al:
i
1-800-782-1546 1-800-782-1546
i You may also write to the Surety at: Usted tanbien puede escribir a Surety at:
P.O. Box 19725 P.O. Box 19725
Irvine,CA 92623-9725 Irvine, CA 92623-9725
i
You may contact the Texas Department of Puede comunicarse con el Departamento de Seguros
Insurance to obtain information on companies, de Texas para obtener information acerca de com-
i coverage,rights or complaints at: panias,coberturas, derechos o quejas al:
1-800-252-3439 1-800-252-3439
i
You may write the Texas Department of Insurance at: Puede escribir al Departmento de Seguros de Texas
P.O. Box 149104 P.O. Box 149104
Austin,TX 78714-9104 Austin,TX 78714-9104
Fax#512-475-1771 Fax#512-475-1771
i PREMIUM OR CLAIM DISPUTES: Should you DISPUTES SOBRE PRIMAS O RECLAMOS:
have a dispute concerning your premium or about a Si tiene una disputa concerniente a su prima o a un
claim you should contact the Surety first. If the reclamo,debe comunicarse con el Surety primero.Si
dispute is not resolved, you may contact the Texas no se resuelve la disputa, puede entonces comuni-
i Department of Insurance. carrse con el departamento (TDI).
ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA:Este aviso es solo
., This notice is for information only and does not para proposito de informacion y no se convierte en
become a part or condition of the attached document. parte o condition del documento adjunto.
4G,�C
inscqb1co
LG
Insco Insurance Services, Inc.
Underwriting Manager for:
Developers Surety and Indemnity Company • Indemnity Company of California
17780 Fitch, Suite 200
Irvine, CA 92614
1-800-782-1546
www.InscoDico.com
ID-1404 (TX) (4/01)
PART G-CONTRACT
THE STATE OF TEXAS §
" COUNTY OF TARRANT §.
s 2003
THIS CONTRACT, made and entered into the day of ,2003 by and between the City of
Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager
thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and CLEBURNE
UTILITY CONSTRUCTION CO.of the City of CLEBURNE County of_ and State of TEXAS, Party of the
Second Part,hereinafter termed"CONTRACTOR".
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to
be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby
agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as
follows:
WATER LINE IMPROVEMENTS LOCATED IN THE CAMELOT AREA
And all extra work connected therewith,under the terms as stated in the Contract Documents, and at his(their)own
proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor,
bonds,insurance,and other accessories and services necessary to complete the said construction, in accordance with
all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and
printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed
by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon,
together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached,
including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which
are made a part hereof and collectively and constitute the entire contract.
i The Contractor hereby agrees to commence work within ten(10) days after the date written notice to do so
shall have been given to him, and to substantially complete same within the time stated in the proposal.
The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance
with the Proposal submitted therefore, subject to additions and deductions, as provided in the Contract Documents
and all approved modifications thereof, and to make payment on account thereof as provided therein.
IN WITNESS WHEREOF,the Parties to these presents have executed this Contract in 8 counterparts in the
year and say first above written.
City of Fort Worth,Texas(Owner) ATTEST:
Party oft Firs t
BY:
Marc A. Ott,Assistan Ci Manager City Secretary
(Seal)
WITNESSES:
CLEBURNE UTILITY CONSTRUCTION CO.
1429 CR 426
CLEBURNE,TX 76031
Contractor
By: (--
Title:
APPROVED: pprove s t
A.Douglas Rademaker,P.E.Director Asst.City Attorney
Department of Engineering
CW ---
contract Authorization
Date
alb S Vk
Jai�
APPENDIX A
Paving Or Other
Surface a e ial
•.o,° ,!O, . .' 'O; ,-::•. •• °. rum •• L :Q.=o.' p;;o p � O.•�
'ti%I' I O• +•�° •. :%.J=• •Q� •'r " d�p'� 1 I sslyf�°.' O!,; ,o O;' +• I f ° .
Roadway Base—/ L T
•� I I
If Valve Operating -Nut is
More Than 3' Below Pave-
ment Surface - Provide
Extension Stem To 1 ' Below i McKinley Iron and Steel Co. ,
Pavement Surface. I Mo. YB5 three piece valve box
or equal .
Detail Pertains to All Gate Valve
Gate Valve Sizes 4" Thru 12"
. Torque bolts prior
to backfill .
W Lip
n_/
TYPICAL GATE VALVE AND BOX,
EXTENSION STEM DETAIL
FIGURE 3 E 1-IOMaterial
1-1-78 E 2-10 Construct ion
Water Main F1
Tee with Branch
on 0.00% Grade
Water Main over or
under as the case
Gate Valve may be -
Ring Connection
I
Lead F
Sleeve
900 Bend Tee, Rotate
Rotate Down up or down
or up as - - as necessary
necessary
Provide Vertical
Tie Down Block As Same size as smaller
Necessary main
PLAN
Tee
Water Main I
90° Bend rotate
as necessary Sleeve
Ring Connection Lead Tee rotate as
necessary
Provide tie down
block as necesse
SECTION ary
1
TYPICAL RING CONNECTION
FIGURE 8 E2-25 Construction
1-1-7s
i
1500 P.S.I. CONCRETE
PLUG CLASS "D" AS°'
TEE
. .. ' : BFtiotioss
4
BEND
1500 P.S.I. CONCRETE
„A„ CLASS "D"
HORIZONTAL AND YEEDCAL BLOCKIN
DIMENSION "X" TO BE A MINIMUM OF (1) FOOT, BUT IS TO BE INCRE SED WHERE
NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL.
PIPE "X" PLUGS & TEES 90' BENDS 45' BENDS 22.50' BENDS 11.25' BENDS
SIZE DIM. "A" AREA ■B■ AREA C.
AREA REA wE" AREA
sf sf sf sf sf
■ r ■ r ■ r ■ r ■ r w r
6 1 -6 1 -0 2.12 1 -6 3.0 1 -0 .83 1 -0 .83 1 -0 w .83
8" 1'-6" 2'-0" 3.77 2'-0' 5.33 1'-6' 2.89 1'-0" 11.47 1'-0- .83
10" 1'-6" 2'-5" 5.89 2'-9" 8.33 1'-6" 4.51 1'-8" 2.30 1'-0" 1.15
12" 1'-6" 3'-0" 8.48 4'-0" 12.00 2'-7" 6.49 1'-10" 3.31 1'-0" 1.66
16" 2'-0" S-11" 15.08 4'-8' 21.33 3'-6" 11.54 2'-6" 5.88 1'-9" 2.96
20" 2'-0" 5'-3" 23.56 6'-8" 33.32 4'-6" 18.03 3'-1" 9.19 2'-4" 4.62
24" 2'-0" 6'-9" 33.93 8'-0" 48.00 5'-9" 25.97 4'-5" 3.24 3'-4" 6.65
30" 2'-6" 8'-10" 53.04 9'-4" 74.97 8'-2" 40.58 5'-11" 20.69 4'-2" 10.39
36" 3'-0" 9'-6" 76.40 12'-0" 107.96 8'-4" 58.43 5'-11" 9.79 5'-0" 14.97
42" 3'-6" 12'-3" 103.91 14'-7" 146.95 11'-4" 79.53 8'-2' 40.54 5'-9" 1 20.37
NOTES:
1• BEARING AREAS SHOWN ARE BASED ON 150 PSI TEST PRESSURE AND 3000 P1 ALLOWABLE SOIL
i BEARING PRESSURE.
2. WRAP ALL BELOW GROUND IRON ASSEMBLIES IN POLYETHYLENE ACCORDING TO VWWA C105.
3. ALL TEES, BENDS, PLUGS, ETC. SHALL BE MECHANICALLY RESTRAINED BY MEGALUG OR APPROVED EQUAL.
HORIZONTAL AND VERTICAL BLOCKING DETAIL
N•T.S. FIGURE 9
Class "B" (2500#) Concrete
�A
I
+•• 1 i
##4 Steel Bar 0 .:a'
oo,
:o o.
Keep concrete clear of
pipe joints and bolts
Wrap pipe with
15# roof i ng felt
Form as necessary
ro �
BENDS 900 450 221/20 11 1/44
*Vol . Req'd. C.F. 39.99 21 .64 11 .03 5.54
A Ft. 2.50 1 .42 1.0 0.75
6 B Ft. 4.0 3.88 3.36 2.75
-- C Ft. 4.0 3.88 3.36 2.75
*Vol . Req'd. C.F. 71 .09 38.47 19.61 9.85
�- A Ft. 2.83 1 .67 1 .5 1 .0
ro 8 B Ft. 5.0 4.8 3.66 3.2
o C Ft. 5.0 4.8 3.66 3.2
*Vol. Req'd. C.F. 111 .07 60.11 30.65 15.40
A Ft. 3.25 1 .92 1.75 1 .5
•E 10 B Ft. 5.9 5.6 4.25 3.25
o C Ft. 5.9 5.6 4.25 3.25
v Vol . Req'd. C.F. 159.94 86.56 44.13 22.17
CL A Ft. 4.17 2.42 1 .42 1 .25
a 12 B Ft. 6.2 6.0 5.54 4.2
C Ft. 6,2 6.0 5.54 4.2
*Volume calculated on the basis of concrete
reacting thrust on the respective bends under
an internal pressure of 150 psig at the rate .
of 150 lb. wt. per cu. ft. of concrete.
EXAMPLE A
VERTICAL TIE - DOWN BLOCK DETAIL
1-1-7s FIGURE I I E1-20 Material
E2-20 Construction
I 1EEI
ACKFI
TYPE BLL
C EI-2.4
MINIMUM 6" INITIAL-
G.C.cm
BACKFILL COVER
Lu SAND
EMBEDMENT
& INIgAL BACKFILL
SEE EC. Ell—2.3 G.C.D.
MINIMUM 6`
EMBEDMENT .......
WATER: SIZES UP TO AND lNQLQQIHO 127'
I I- lll I II 1l..1.-=1 I TYPE�C:" BACKFILL
I1= II SEE EC. E1-2.4
TP,
MINIMUM INITIAL SACKFILL L
COVER: -
WATER — 60
=LLI
SEWER — 12" CRUJED STONE OR SAND
STORM DRAIN 12" MATERIAL INITIAL BACKFILL
SEE SPEC. E1-2.4(b) OR
EI-4.3 G.C.D.
MINIMUM 6" a a. III
EMBEDMENT -1{I-- ' ' • •_ CRUSHED STONE
FRI "f 11=I I I SEE EC. E1-2.3
I=111-=1 ll— G.C.Ir
WATER: SIZES 16" AND LARGEJ.
SEWER: ALL SIZES
STORM DRAIN: ALL SIZES
TYPICAL EMBEDMENT DETAIL
N.T.S. FIGURE 19
Existing Surface
Existing Sewer Line
o
o
t
r
Proposed Water Main
QVariable trench width. Pipe length shall be measured as standard trench width,
(Ref. E 2-2.16), plus four feet. (4'). No joints will be allowed within this
dimension. A minimum bearing of 24" shall be required on each side of the trench.
2O Sewer lines less than twelve inches (1211) in diameter shall be replaced with Class
150 cast iron pipe or supported and encased by a reinforced concrete beam per
Figure 24. Sewer service lines shall be replaced with extra strength cast iron
Sol] pipe.
Q3 TIM joining of cast iron pipe to clay or concrete pipe shall be made with 4000#
concrete collars per Figure 112, or with approved adaptors. The entire area
excavated to accomplish the replacement shall be completely backfilled with crushed
limestone and thoroughly compacted to 90% Proctor Modified Density.
QThe minimum clearance of sewer to water lines shall be six inches (611) .
SANITARY SEWER PIPE
REPLACEMENT DETAIL
E 1-7 Materials
/_1-78
FIGURE 2 3 E 2-2 Construction
NOTES:
6" blind flange tapped 2" with 2" brass plug.
O2 125# pattern blind flange drilled and tapped
for 6" blind flange. 6" blind flange attached
with bronze bolts. Gaskets shall be full faced
as otherwise required in E 2-4.
O3 Lifting lugs shall be provided in quantities 4
sufficient to loft and handle the flange as
a balanced load.
�4 Attach the 125# pattern blind flange with steel 3
bolts and bronze nuts then cover with
i cement grout after installation.
2
125# pattern flange, unless required otherwise.
Flanges and blind flanges to be designed to
withstand pressure rating of pipe.
Wye branch to be one size larger
than, but tapered to standard
run normal diameter unless
otherwise specified.
O7 Standard run diameter.
5
6
7
45°
STANDARD
CLEANING WYE DETAIL
Material Specification E 1 -4
Constructio-i Specif icatio-- E 2-4
FIGURE 28
1-1-78
MJ ADAPTOR W/ PIPE STIFFENER
PE ELECTROFUSION RESTRAINT SADDLE EX. NON-HDPE MAIN
-- ------
.----------------
#3 REBAR
PVC CERTAIN TEED
CONCRETE ANCHOR ,. _ 2
i N
NOTES:
00
1. THIS DETAIL APPLIES TO ALL CONNECTIONS BETWEEN HOPE PIPE AND EXISTING NON-HDPE PIPING.
2. CONCRETE ANCHOR TO EXTEND 12° ALONG PIPE LENGTH.
3. CONCRETE ANCHOR TO BE OF 3000 PSI. CLASS "A° CONCRETE.
4. BEARING AREAS SHOWN ARE BASED ON 150 PSI TEST PRESSURE AND 3000 PSF ALLOWABLE SOIL ::, �r,t4�.._; ...._,-•". N
BEARING PRESSURE.
5. WRAP ALL BELOW GROUND IRON ASSEMBLIES IN POLYETHYLENE ACCORDING TO AWWA C105.
12" 18" 12"
PE CONNECTION TO NON-HDPE
N.T.S. FIGURE 40
A
9
Existing surface Backfill as specified
,
0
�--O ®--�
�' OI 6" min. dimension. 6" max. for pay purposes when
bid per cubic yard.
O611 min. dimension. Max. for pay purposes shall be 6"
on mains 24" and smaller, 91' on mains 30" and larger,
when bid per cubic yard.
Q3 4" min. dimension. 4" max. for pay purposes when
bid per cubic yard.
OClass "E" 1500# concrete.
CONCRETE ENCASEMENT DETAIL
E 1-, Material
1-1-78 FIGURE 113
E 2-7 Construction
SEE NOTE 3. BELOW
EXIST. THIRD COURSE EXIST,
—_Sm"v"Is'
CURB & CURB &
GUTTER OR 2" H.M.A.C. SECOND COURSE GUTTER
FIRST COURSE PRIME COAT
a
a
loo
~ ALL TRENCH BACKFILL SHALL MEET
EXIST. COMPACTED REQUIREMENTS FOR GRADATfON & EXIST.
BASE CRUSHED 402 OFT HE STANDARDISPECIFICA— BASE
STONE BASE TIONS FOR CONSTRUCTION, PUBLIC
NOTES; WORKS DEPT., CITY OF FORT WORTH,
I.—COMPACTED CRUSHED STONE BASE TX. OR BACKFILL AS SPECIFIED IN
SHALL BE'INSTALLED A MINIMUM OF e' DITCH WALL SECTIONS EI—2 & E2-2 OF THE
BELOW BOTTOM OF ASPHALT PAVEMENT. SPECIFICATIONS FOR WATER DEPT.
PROJECTS, FORT WORTH WATER
2.—BEDDING OF PIPE TO MATCH ADJACENT PROPOSED '' DEPT., CITY OF FORT WORTH, TX.
SECTIONS OR SPECIFICATION 402, WHICHEVER
IS MORE STRINGENT. FACILITY
INSTALLATION PENETRATION PAVEMENT REPLACEMENT
ENGINEER OR DESIGNER MUST EVALUATE THE N MAJOR PROJECTS, THE PROJECT COURSE GRADE AND' RATE OF GRADE AND RATE OF
ENGI NO. APPLICATION—ASPHALT APPLICATION STONE
FULL WIDTH OF EXISTING SS, CONDITIONS PAVEMENT AS 70 THICKNESS, COkDIT10NS do 1 AC5 — 0.40 GAL. S.Y. 1 — 38 LB. S.Y.
ABIUTY TO WITHSTAND CONSTRUCTION LOADING. 2 AC5 — 0.35 GAL. S.Y. 4 — 36 LB. S.Y.
IF APPROPRIATE, THE FULL WIDTH OF THE --COAT 25 LB. S.Y.
SURFACE SHALL BE REMOVED Ai REXIACEO �,P I CA L SECTION-TRENCH REPAIR 3 AC5 — 0.25 GAL, S.Y. 5 PRE
WITH APPROPRIATE TREATMENT TO EXISTING
BASE OR SUBGRADE MATERIAL. IN THAT
EVENT, 2' OF H.MAC. CAN BE SUts-
STITUTED COURSE T`(P I CAL PENETRATION- PAVEMENT,
(111TH SOIL BASE REV. B-1-76
REV, 11-1-79
FOR TEMPORARY REPAIR ONLY REV. 12-15-80
REV. 8-30-82
CITY OF FORT WORTH, TEXAS REV. 3-8-83 (E.W.)
TRANSPORTATION/PUBLIC WORKS REV. 8-28-87
. ENGINEERING DIVISION FIG. 5R
T f II t If t t f I I! 2 i i
qp
CLASS -A- CONC. PV►4T, (TO MATCH EXIST PAV41T DEPTHI
8' FLEXIBLE BASE
MECHANICALLY TAMPED NATIVE MATERIAL. MAXIMUM LIFT 01' 6-
B- YIELDED LAP
TRANSVERSE •4 BARS Q 24• $PAC.
LIMIT OF PAYNIEN
10. O 1p SAWED JOINT
Q j qO EXIST, CONC. PV41T.
20' TIED LAP
C ILIMITS OF TRENCH EXCAV.
CUT AND RESTORE
CONCRETE PAVEMENT
TxDOT PAVEMENT REPAIR DETAIL
N.T.S. FIGURE 500
NO.
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH THE CITY OF FORT WORTH STANDARD
SPECIFICATIONS FOR STREET AND STORM
DRAIN CONSTRUCTION
EXISTING CURB
:XI&TGUTTERe NEW HMAC SURFACE & GUTTER
(2" MIN.)
WEDGE MILL• 5 FEET WEDGE MILL 5 FEET
FOR OVERLAY FOR OVERLAY
2" 0" 2"-O"
EXISTING HMAC
/ a.a nia. iiiii u�ri�ii e�ri%n soya 6�yngN � \a�t. ictcav .�--t- a.a
XISTING BASE
(IF ANY) 12" 12"
DITCH WALL 5.FLOWABLE FILL IS REOUIRED' TO
1 NOTES BACKFILL ALL TRENCHES IN
1.MATCH EXISTING HMAC PAVEMENT DOWNTOWN STREETS,AND
BACKFILL HMEETRESPECIFIED
SHALL
2.PLACE 8" OF 2:27 CONCRETE AS SHOWN. ITEM 402 OF THE
3.WEDGE MILL 5 FEET (2" DEEP AT THE LIP OF STANDARD SPECIFICATIONS
THE GUTTER TO 0") PRIOR TO RESURFACING FOR STREET AND STORM
AS SHOWN.RESURFACE WITH A MINIMUM DRAIN CONSTRUCTION,
2" OF TYPE D HMAC. CITY OF FORT WORTH
4.IF EXISTING BASE IS CONCRETE,USE PIPE
REINFORCED CONCRETE,AND PROPERLY
TIE IN. TYPICAL SECTION - TRENCH REPAIR
HMAC PAVEMENT
2ECOMMENDED BY ( ,�t DATE' Zr i OL FORT WORTH APPROVED BY �` DATE?Z ��
'EORGE A.BEHMANESH, r HUGO MALANGA CJ
ASSISTANT DIRECTOR,TPW DIRECTOR TPW
CITY OF FORT WORTH, TEXAS
Rev. TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION FIG 2000-1
! !
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH THE CITY OF FORT WORTH STANDARD
SPECIFICATIONS FOR STREET AND STORM
DRAIN CONSTRUCTION
CLASS "A" REINFORCED CONCRETE EXISTING CURB
PAVEMENT REPLACEMENT TO THE & GUTTER
NEAREST JOINT OR CURB.
' S'MIN. EXISTING CONCRETE
I. ►I DOWEL DOWEL PAVEMENT
i
� �.�._S=MIN:.J�..t_ �+:._...-:•....1'+.:,.� ___ `.t _ •'+ .
I �•g"••2�27�GONCR�TE.
12" 12' EXISTING CONCRETE JOINT
NOTES
1.FLOWABLE FILL IS REQUIRED TO
EXISTING BASE BACKFILL ALL TRENCHES IN 2.REINFORCED CONCRETE PAVEMENT
(IF ANY) DOWNTOWN STREETS,AND SHALL BE REPLACED TO ORIGINAL
\ OPTIONAL IN OTHER AREAS DEPTH OR TO A MINIMUM DEPTH OF 5"
BACKFILL SHALL MEET SPECIFIED WHICHEVER IS GREATER.
ITEM 402 OF THE
STANDARD SPECIFICATIONS 3.PLACE 6" OF 2:27 CONCRETE
FOR STREET AND STORM AS SHOWN. 1" OF. REINFORCED
\ DRAIN CONSTRUCTION, CONCRETE MAY BE SUBSTITUTED
CITY OF FORT WORTH FOR EVERY 2" OF 2127 CONCRETE
4.REINFORCEMENT OF CONCRETE MUST
DITCH WALL PIP MEET CITY STANDARD OR MATCH EXISTING,
WHICHEVER IS GREATER.
TYPICAL SECTION- TRENCH REPAIR
e
REINFORCED CONCRETE PAVEMENT
RECOMMENDED BY�� 41A DATE, "SI O FORT ORT APPROVED B ( �Pin�f�? DATE L
GEORGE A.BEHMANESH, HUGO MALANGA (J
ASSISTANT DIRECTOR TPW DIRECTOR,T W
CITY OF FORT WORTH,TEXAS
Rev. TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION FIG 2000-
ALL -CONSTRUCTION MUST BE IN ACCORDANCE
WITH THE CITY OF FORT WORTH STANDARD
SPECIFICATIONS FOR STREET AND STORM
DRAIN CONSTRUCTION
EXIST NG4ER B CC(�
I GU
EXIaTGUT7E B
DOWEL
EXISTING BRICK MORTAR BED
DOWEL
PAVEMENT SEE SPEC.
CCI.
_t'�2— ' �_ _��.,y m�'Y-----.���— �---_4• •° I__I i I I 1 ;.
•-�- sz__1 __LL??. v
"`-- txl$TING CUNCttt1E'BASE
»f 71,7lllJlrrf/��':�n�rT/ ,ar.�. ;::�;�...;,:•� • '•.....
% '/gAC•/YYIiY//A' i%O/39%NHA'�iiY///,/N4Y/ //y�!//i �S:A\�h\ `m:\•0:• Vt\`\`t.\��Q? `A\\`h�\\\`l�:tiC�M:CI�\`t�`.la`4C`:1l°. \'
:irrou�ori�urri y 'MINA: Z•27 Cb17f.'R1
12" 12,.•
EXISTING BASE
NOTES
L REINFORCED CONCRETE BASE •'_ 4.FLOWABLE FILL IS REOUIREO TO
SHALL BE REPLACED TO ORIGINAL BACKFILL ALL TRENCHES IN .
DITCH WA
DEPTH OR TO A MINIMUM DEPTH OF 5" LL ;` DOWNTOWN STREETS,AND
I WHICHEVER IS GREATER.CONCRETE OPTIONAL IN OTHER AREAS
SHALL BE CLASS ••A'• PER CITY OF \ BACKFILL SHALL MEET SPECIFIED
FORT WORTH STANDARD. ITEM 402 OF THE
STANDARD SPECIFICATIONS
2.REINFORCEMENT OF CONCRETE MUST FOR STREET AND STORM
MEET CITY STANDARD OR MATCH EXISTING, DRAIN CONSTRUCTION,
WHICHEVER IS GREATER. CITY OF FORT WORTH
3.PLACE 61' OF 2.27 'CONCRETE AS SHOWN. 5.EXISTING BRICK SHALL BE REMOVED
1" OF REINFORCED CONCRETE MAY BE PIPE CAREFULLY TO AVOID DAMAGE.DAMAGED
SUBSTITUTED FOR EVERY 2" OF BRICK IS TO BE REPLACED WITH UNDAMAGED
2:27 CONCRETE. BRICK TO MATCH ADJACENT BRICK
TYPICAL SECTION -TRENCH REPAIR
TYPICAL BRICK SURFACE &
REINFORCED CONCRETE BASE
2ECOMMENDED BY _ DATE:Z o . DATE:
GEORGE A.BEHMANESH, �tl s HUGO MALANGA
NSSISTANT DIRECTOR, TPW DIRECTOR, TPW
CITY OF FORT WORTH,TEXAS
Rev. TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION FIG 2000-3
� N
EXISTING CONCRETE SHALL
E SAW CUT FULL DEPTH .
DRILL AND GROUT NO.5 x 24" TIE
.ARS AT 24" C-C.PENATRATE MIN.6"
4TO EXISTING PAVEMENT
SPLICE NO.3 BARS TO THE NO.5 TIE BAR
PITH A MINIMUM 12" OVERLAP.
AT EXPANSION JOINT USE REDWOOD SAW CUT N0.3 BARS a 24" C-C BOTH WAYS
:XPANSION JOINT FILLER AND NO.6 x 24"
;MOOTH DOWEL AT 24" C-C tl SAW CUT. EXISTING STEEL IN PAVEMENT
I SHALL BE CUT
EXIST.CONC. PAVEMENT
EXIST.STEEL
6"
CURD \ \ 0"MANNAMMIR R,
5' MIN.
SAWED OR CONSTRUCTED JOINT
1 ' MIN NA
JOINT JOINT DEPTH
151 I PAVEMENT JOINT
THICKNESS DEPTH
5 MIN. I I j T- 5" 1-1/4"
T- 6" 1-1/2"
CURB r� T- 7" 1-3/4"
Z T- 8" 2"
TYPICAL PARTIAL PANEL REPLACEMENT
REINFORCED CONCRETE PAVEMENT
RECOMMENDED BY,—:, DATE: IS 0 FORTWORTH APPROVED 84/ te OATE:S S�6
GEORGE A.BEHMANESH, HUGO MALANGA
ASSISTANT DIRECTOR,TPW { DIRECTOR,TPW
CITY OF FORT WORTH,TEXAS
Rev. TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION
FIG. 2000-4A
F ,
OTES ASPHALT PAVEMENT
THE FOUR SIDES OF THE CUT SHALL SPOT REPAIR s'MIN.
E'NEATLY SAWED WITHOUT ROUGH CURB & CUTTER
JGES
ANY REMAINING PAVEMENT BETWEEN
?OT REPAIRS MUST BE A MINIMUM
F WIN ALL DIRECTIONS.
5'MIN.
UN , - LE I
5'MIN.
*
ASPHALT 28'
I i
. I
5'MIN.
/ i I
• � z 1 i
UN4C LE UN %E
AB
i CURB & GUTTER
j
TYPICAL 28' WIDE PAVEMENT
COMMENDED BY'•� 4—DATE Z 1 0 FORTOPuIi APPROVED BY:.:�7 e DATE �
5' /
EORGE A.BEHMANESH, - HUCO MA4ANCA
,SSISTANT DIRECTOR,TPW =��- DIRECTOR TPW
CITY OF FORT WORTH, TEXAS
Rev, TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION FIG 2000-4B
r r
1 71 1 t
N TES
1 •AE FOUR SIDES OF THE CUT SHALL
E NEATLY SAWED WITHOUT ROUGH
E 3ES
2 \NY REMAINING PAVEMENT BETWEEN
OT REPAIRS MUST BE A MINIMUM
C S'IN ANY DIRECTION. Long Services
Long Services ❑
O
i Short Services
Short Services
Replace to edge
of panel where
• the distance Replace entire
between cut
of and edge pone) from
For area < 5': panel is a of For area < 5': centerline to
go to curb & go to curb 14 curb.
square off, square off,
0.- 4- C 4- C
— 3— 3— 3—
Asphalt Concrete Asphalt Concrete
Emergency repair.
PAVEMENT > 10 YEARS PAVEMENT < 10 YEARS
i
ECOMMENDED BY: ATE:L. �I'O( Fou Wopcni APPROVED BY: ATE: 7_11
Q`
RANK CRUMB, e� DALE FISSELER,
xSSISTANT DIRECTOR,WATER DEPT, DIRECTOR WATER DEPT.
WATER DEPARTMENT
"lev. CITY OF FORT WORTH,TEXAS
FIG 2000-4W
NC U
1.F )VIDE ADEOUATE OVERLAP OF PLATE ON
AS,' V-T TO ASSURE NO SLIPPAGE OF
PL;- : AND NO COLLAPSING OF TRENCH EXISTING M.H.ADE OR
2.1 TRENCH LENGTH IS LESS THAN S•FEET GR
VALVE AT
ANr STEEL PLATES WILL BE IN PLACE LESS
TH 48 HOURS,STEEL PLATES MAY BE STEEL.
PL .ED DIRECTLY ON EXISTING ASPHALT WITHOUT STEEL PLATE
MIL aG,PROVIDE TEMPORARY ASPHALT 'PLATE
TP SITIONS EXTENDING 3-FEET BEYOND EDGE
OF ,TEEL PLATES.
COLD MIX PPAACKrJOINNTT WITH COLDTE.
COLD MIX � MIX
'IA`
rK
THE CH TYPE 'IN' MUST HAVE PRIOR TRENCH \
APPROVAL OF CITY
1
1
STANDARD DETAIL FOR TRENCHING E h
TYPE "A" PLATING TYPE "B" PLATING
_COMMENDED B DATE: I S O I FORT ►1 ORTH APPROVED 8Y[ �G OATEJ y 0/
EORGE A BEHMANESH, r� ,w HUGO MALANGA
SSISTANT DIRECTOR,TPW DIRECTOR,TPW
CITY OF FORT WORTH,TEXAS
�Y TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION FIG 2000.5
I�--- 4 0 -�.
N NTUTILITY . CONSTRUCTION
9
O ,^
UTILITY COMPANY NAME
L':LTE•LEPHONE NUMBER
CONTRACTOR ' S NAMES
"' IT-TELEPHONE - NUMBER
PROJECT DESIGNATION SIGN
RECOMMENDED B TE; 9 j.1 FORT WORTH APPROVED 1_17X? ,pATE:
GEORGE A.BEHMANESH, HUGO MALANGA v
ASSISTANT DIRECTOR,TPW DIRECTOR,TPW
CITY OF FORT WORTH,TEXAS
Rev. TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION FIG 2000-6
-
APPENDIX B
qm
1
i
CITY OF FORT WORTH
CONSTRUCTION SERVICES
i
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: CAMELOT WATWER LINE REPLACEMENT
DOE NO. : 3120
FUND CODE: 01
HOLE # 1 LAB NO: 18495
LOCATION: E/4 OF CROWLEY RD. 150' SOUTH OF SYCAMORE SCHOOL RD.
12 . 50" CONCRETE (COMPRESSIVE STRENGTH 2778 PSI)
4 . 50" HMAC
3. 00" TAN SANDY CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 37 . 4 PL: 19. 6 PI : 17 . 8 SHRKG: 10 . 0%
MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 2 LAB NO: 18496
LOCATION: W/4 OF CROWLEY RD. 250' NORTH OF SYCAMORE SCHOOL RD.
9. 50" CONCRETE (COMPRESSIVE STRENGTH 2495 PSI)
5. 00" HMAC
5. 50" BROWN CLAY W/GRAVEL
.� ATTERBURG LIMITS: LL: 42 . 6 PL: 20 . 3 PI : 22. 3 SHRKG: 13 . 0%
MUNSEL COLOR CHART: 6/3 PALE BROWN CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 3 LAB NO: 18497
LOCATION: CROWLEY RD. IN FRONT OF PARR WEST APARTMENTS E/4
10. 00" CONCRETE (COMPRESSIVE SRENGTH 2650)
4 . 00" HMAC
6. 00" BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 39. 8 PL: 21 . 3 PI : 18 . 5 SHRKG: 11 . 0%
MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 4 LAB NO: 18498
LOCATION: E/4 OF CROWLEY RD. 75' NORTH OF COUNTRY MANOR
10 . 00" CONCRETE (COMPRESSIVE STRENGTH 3410 PSI)
5. 00" HMAC
5. 00" TAN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 35 . 3 PL: 21 . 1 PI : 14 . 2 SHRKG: 9. 0%
MUNSEL COLOR CHART: 5/4 YELLOWISH BROWN SANDY CLAY
UNIT WEIGHT: N/A #/CFT
CITY OF FORT WORTH
-- CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: CAMELOT WATWER LINE REPLACEMENT
DOE NO. : 3120
FUND CODE: 01
HOLE # 1 LAB N0: 18490
LOCATION: 7208 BAIRD DR. CL
12 . 00" HMAC
8 . 00" BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 57 . 3 PL: 28 . 1 PI : 29 . 2 SHRKG: 18 . 0%
MUNSEL COLOR CHART: 5/2 GRAYISH BROWN CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 2 LAB NO: 18491
LOCATION: W/4 OF BAIRD DR. 25' SOUTH OF COUNTRY MNOR
10. 50" HMAC
9. 50" REDDISH BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 41. 8 PL: 24 .2 PI : 17 . 6 SHRKG: 11. 0%
MUNSEL COLOR CHART: 6/3 PALE BROWN CLAY
UNIT WEIGHT : N/A #/CFT
HOLE # 3 LAB NO: 18492
'� LOCATION: 7108 BAIRD DR. CL
11. 00" HMAC
9. 00" BROWN CLAY W/GRAVEL
ATTERBURG LIMITS : LL: 62 . 6 PL: 30 . 5 PI: 32 . 1 SHRKG: 17 . 0%
MUNSEL COLOR CHART : 5/2 GRAYISH BROWN CLAY
UNIT WEIGHT : N/A #/CFT
HOLE # 4 LAB NO: 18493
LOCATION: E/4 OF BAIRD DR. 40' SOUTH OF WHITTENBURG
6. 00" CONCRETE (COMPRESSIVE STRENGTH 5120 PSI)
14 . 00" BROWN SANDY CLAY
ATTERBURG LIMITS: LL: 56. 0 PL: 30 . 0 PI : 26. 0 SHRKG: 15 . 0%
MUNSEL COLOR CHART: 5/3 BROWN CLAY
-° UNIT WEIGHT: N/A #/CFT
HOLE # 5 LAB NO: 18494
LOCATION: CL OF BAIRD DR. 60' SOUTH OF STEINBURG
6. 00" CONCRETE (COMPRESSIVE STRENGTH 4470 PSI)
14 . 00" REDDISH BROWN SANDY CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 36 . 0 PL: 20 . 5 PI : 15 . 5 SHRKG: 9. 0%
MUNSEL COLOR CHART: 6/3 PALE BROWN CLAY
UNIT WEIGHT: N/A #/CFT
2
DOE # 3120
APPPROVAL:
S
RY JERI ROUTING
DATE TESTED: 06-09-03 JOSEPH GAGLIARDI
DATE REPORTED: 06-20-03 ABE CALDERON
TESTED BY: SOIL LAB FRED EHIA
FILE
APPENDIX C
40
do
r
TRANSFER,WATER PRESS.NS.II TO HOLLY
CAMELOT WATER LINE IMPROVEMENTS
_ DOE#3120
f, PARCEL# 1
7351 CROWLEY
LOT-1,BLOCK-1,HARVEST ASSEMBY OF GOD ADDITION
TEMPORARY CONSTRUCTION EASEMENT
THAT I/WE, HARVEST ASSEMBY OF GOD,hereinafter referred to as
"Grantor"for and in consideration of One Dollar($1.00)and other valuable consideration
paid by the City of Fort Worth,a municipal corporation of Tarrant County,Texas receipt
of which is hereby acknowledged, do grant, bargain and convey unto said City, its
successors and assigns, the use and passage in, over, and across, below and along the
following parcel or tract of land situated in Tarrant County,Texas,in accordance with the
plat hereto attached,to wit:
It is further agreed and understood that City of Fort Worth will be permitted the use of the
above described strip of land for the purpose of the construction of said water line
improvements. Upon completion of said improvements and its acceptance by the City of
Fort Worth,Texas, all rights granted within the above-described Temporary Construction
Easement shall cease.
TO HAVE AND TO HOLD the above described premises, together with, all and
singular, the rights and appurtenances thereto in anywise belonging unto the said City of
Fort Worth, its successors and assigns,until the completion of construction. And I/we do
hereby bind myself/ourselves, my/our heirs, successors, and assigns, to warrant and
defend,all and singular,the said premises unto the said City of Fort Worth,its successors
and assigns, against every person whomsoever lawfully claiming or to claim the same or
any part thereof.
It is intended by these presents to convey a Temporary Construction Easement to the said
City of Fort Worth to construct the described improvements, with the usual rights ingress
and egress in the necessary use of such Temporary Construction Easement, in and along
said premises.
IN WITNESS WHEREOF,Grantors have caused this instrument to be executed on this
the 1—day of 2003.
OWNER(S)
< r,
IV I o{ r s/uiF
EXHIBIT "A "
f
s ►
I
-i
M f
1
► LOT I
BLOCS I
S 89'52'10'E HARVEST ASSEKBLY OF COD ADDITION
15.00'
1500 CABINET B, SLIDE 1935
P.R.T.C.T.
i
f HARVEST ASSEMBLY OF GOD
VOL 11070, PG. 854
—25.00' D.R.T.C.T.
..................
O { TEMPORARY CRUCTION
�7 ( ► 9,359 S ONSTO. FT. OR
0.215 ACRE
_
E; 'I
15.0' PERMANENT WATER f-` ►
UNE EASEMENT ►:: ;.`'
3,511 SO. FT. OR t
0.081 ACRE
f `-f
....................
...................
S 6T46'S6'W
Ism•
0 25 50 100
SCALE IN FEET
E)HW SHOWING
A
,p TEMPORARY CONSTRUCTION EASEMENT
OEM A POITIION OF
LOT 1, BLOCK 1
HARVEST ASSEMBLY OF GOD ADDITION
AN ADDITION TO THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
mp RECORDED IN CABINET B, SLIDE 1935
OF lHlE
PLAT RECORDS OF TARRANT COUNTY, TEXAS
PROJEC :—CAMELOT WATER LINE IMPROVEMENTS IDOE No. 3120
TEMPORARY CONSTRUCTION EASEMENT AREA: 9,359 S ARE FEET OR 0.215 ACRES
w JOB N0.0203-1351 1 DRAWN BY:JLC CADD FLE:CAYELOT-E.SWMDWG
DATE: SEPTEMBER 12, 2002 1 PAGE 1 OF 1 I SCALE: 1- - 50
GORRONDONA k ASSOCIATES INC. 6707 BRENTWOOD STAIR ROAD SUITE 50 FORE WORTH 1X. PH. 817/496-1424 FAX 817/496-1768
`1
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120 P14ezc(„ Z
7351 CROWLEY ROAD
t
t THE STATE OF TEXAS }
}
COUNTY OF TARRANT }
PERMANENT WATER LINE EASEMENT
c
,! THAT We/I, Harvest Assembly of God hereinafter referred to as "Grantor", for and in
( consideration of One Dollar($1.00)and other valuable consideration paid to Grantor by the City of
Fort Worth, a municipal corporation of Tan-ant County, Texas the receipt of which is hereby
acknowledged, do grant, bargain, and convey unto said City of Fort Worth, its successors and
assigns,the use and passage in,over,across,below and along the following described Lot,parcel or
tract of land situated in Tan-ant County,Texas,in accordance with the plat hereto attached,to wit:
Being a Permanent Water Line Easement out of Lot 1,Block 1,Harvest Assembly of God Addition,
an addition to the City of Fort Worth,Tan-ant County,Texas,as recorded in Cabinet B, Slide 1935
of the Plat Records of Tarrant County,Texas,said Lot 1 being deeded to Harvest Assembly of God
as recorded in Volume 11070, Page 854 of the Deed Records of Tarrant County, Texas, said
Permanent Water Line Easement being more particularly described by metes and bounds as follows:
BEGINNING at a 1/2 inch iron rod found in the east right-of-way line of Crowley Road (F.M.
Hwy. No. 731, a 120.0' right-of-way) and being the southwest comer of Lot 1, Block 1 of said
Harvest Assembly of God Addition;
THENCE North 00 degrees 07 minutes 54 seconds East(Reference Bearing),with the west line of
Lot 1, Block 1 of said Harvest Assembly of God Addition and with the east right-of-
way line of said Crowley Road, a distance of 234.40 feet to a point for corner, from
which a 1/2 inch iron rod found for the northwest comer of Lot 1, Block 1 of said
Harvest Assembly of God Addition and being the southwest comer of Lot 1, Block A,
Park West Addition, an addition to the City of Fort Worth, Tan-ant County, Texas as
recorded in Volume 388-173, Page 12 of the Plat Records of Tarrant County, Texas
bears North 00 degrees 07 minutes 54 seconds East,a distance of 140.97 feet;
THENCE South 89 degrees 52 minutes 10 seconds East, a distance of 15.00 feet a point for
comer;
THENCE South 00 degrees 07 minutes 50 seconds West, a distance of 233.78 feet to a point for
comer in the south line of Lot 1,Block 1 of said Harvest Assembly of God Addition;
THENCE South 87 degrees 46 minutes 56 seconds West,with the south line of Lot 1,Block 1 of
said Harvest Assembly of God Addition, a distance of 15.01 feet to the POINT OF
BEGINNING and containing 3,511 square feet or 0.081 acres of land,more or less.
See Exhibit"A"
It is further agreed and understood that the City of Fort Worth will be permitted the use of the above
described parcel of land for the purpose of the construction and maintenance of a water line.
TO HAVE AND TO HOLD the above described premises, together with all and singular, the
rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors
and assigns, forever. And We/1 do hereby bind myself/ourselves, my/ours heirs, successors and
assigns,to warrant and forever defend,all and singular,the said premises unto the said City of Fort
Worth, its successors and assigns, against every person whomsoever lawfully claiming or to claim
the same or any part thereof.
Page 1 of 3
& ASS00AA-3. WC • 6701 OREKAoO D VAN ROO aM 50 • MWT wMrX, D 76112 • M. aF1-446-t624 FAN 017-4&5-17W
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
7351 CROWLEY ROAD
1
It is intended by these presents to convey a Permanent Water Line Easement to the said City of Fort
{ Worth to maintain,construct and repair the above described improvements,with the usual rights of
ingress and egress in the necessary use of such Permanent Water Line Easement, in and along said
premises.
IN WITNESS WHEREOF, Grantors have caused this instrument to be executed on the
.► < $ day of EE8RLIAA V ,20_p3__.
( Owner(s):
sE Ate/0&
ACKNOWLEDGEMENT
THE STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, SV)C,(EQ(;the undersigned authority,on this day
personally appeared, 'br'� w. S 1 f-uq-r known to me,or
proved to me to be the person whose name is subscribed to the foregoing instrument,and
acknowledged to me that he/she executed the same for the purposes and consideration therein
expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE,this the day of
'�Qbfutar�-1 ,200 3 .
Notary Public,State of Texag
My Commission expires on the 13 day of I t t '(A
�.. MWAa.m"
>. ►n�wos
AFMX je660k PhV66 RE7U" 70:
ROBERT HUMPHREYS. LAND AGENT M b C:
CITY OF FORT WORTH
REAL PROPERTY MANAGEMENT
927 TAYLOR AGENT: A9Nq4ff&aiM D?E x j".
FORT WORTH, TEXAS 76102
Page 2of3
a �s arms xac. 4707 MXWuo sox aab sum 5a Fawr MQmK 1x 75112 - OM. al7-496--1824 FAX W OS Ma
77 77
EXHIBIT A BLOCK A
PARK /BST ADDITION
' VOL. 386-1173, PG. 12
P.R.f.C.T.
+I L ———————————— —
VOL 8 ———
�26.0' EMERGENCY ACCESS
@ UTILITY EASEMENT 5.0' UTILITY EASEMENT
L 3 -173, PC. 12 VDL 388-173, PG. 12
t- P.R.T-- P.R.T.C.T.
i L______________ _______ I-
1/2'IRF
.] _— ——,• ——————————————————
n
t:
n
3
CID p'S
O
LOT f
S 8952'10"E BLOCK f
i s.ov HARVEST ASSEMBLY OF COD ADDITION
CABINET B, SLIDE f935
3
I P.R.T.C.T.
o j]
q '] HARVEST ASSEMBLY OF GOD
VOL 11070, PG. 854
y D.R.T.C.T.
W g
Q)
V z 15.0 PERMANENT WATER
W LINE EASEMENT
004. .. 3,511 SQ. FT. OR
�yT` P 0.081 ACRE
Z - g
�I
P.O.B.
1/z�RF
S 87.46'56'1
15.01'
REMNNDER OF 100 ACRE TRACT V LJ Jv 1 vo
JOHN Q. MELCHER, ROBERT LEE MELCHER
h CHARLES LEE MELCHER
VOL 5939, PG. 258
O.R.T.C.T. SCALE IN FEET
EXWBTT SNOWING
A
15.0' PERMANENT WATER LINE EASEMENT OF
BENG A PORTION OF
LOT 1 , BLOCK 1 �?•Q�� EgF;;qu,
HARVEST ASSEMBLY OF GOD ADDITION JON L.COOPER
AN ADDITION TO THE .. ....... ..v t...
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS � 5254
RECORDED IN CABINET B. SLIDE 1935
OF THE
PLAT RECORDS OF TARRANT COUNTY, TEXAS
PROJECT: LO WATER LINE IMPROVEMENTS DOE No. 3120
ACQUISITION AREA: 3,511 SQUARE FEET OR 0.081 ACRES J L. COOPER
DRAWN BY:JLC CADO FHF.-CAMELOT-ESM`S.DWG PROFESSIONAL LAND URVEYOR
2, 2002 PAGE 3 OF 3 SCALE: 1' - 50' 5254k ASSOCIATES INC. 6707 BRENTWOOD STNR ROAD SUITE 50 FORT WORTH TX. PH. 8 17 496-1424 FA%817 498-1768
19)3 JUN I I PM 3' 08
s
D203166429
CITY FW REAL PROPERTY 001
3: 927 TAYLOR ST
FT WORTH, TX 76102
aS
.a
i�
-Vf A R N I N G-THIS IS PART OF THE OFFICIAL RECORD--D O N O T D E S T R O Y
0
Ll
I N D E X E D -- T A R R A N T C O U N T Y T E X A S
S U Z A N N E H E N D E R S O N -- COUNTY CLERK
O F F I C I A L R E C E I P T
T O: CITY FW REAL PROPERTY 001
RECEIPT NO REGISTER RECD-BY PRINTED DATE TIME
203320568 DR93 CAP 05/09/2003 09: 01
INSTRUMENT FEECD INDEXED TIME RECVD
1 D203166429 WD 20030509 09: 01 CG
T O T A L DOCUMENTS: 01 F E E S : 13. 00
B Y:
ANY PROVISION WHICH RESTRICTS THE SALE RENTAL OR USE
OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE
IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.
TRANSFER,WATER PRESS.NS.II TO HOLLY
CAMELOT WATER LINE IMPROVEMENTS
DOE#3120
Parcel#3
7225 CROWLEY
LOT-2,BLOCK-1,L J DIXON ADDITION
TEMPORARY CONSTRUCTION EASEMENT
THAT UWE, LORENZO J DIXON INSURANCE AGENCY, hereinafter
referred to as"Grantor" for and in consideration of One Dollar($1.00)and other valuable
consideration paid by the City of Fort Worth, a municipal corporation of Tarrant County,
Texas receipt of which is hereby acknowledged, do grant, bargain and convey unto said
City,its successors and assigns,the use and passage in,over,and across,below and along
the following parcel or tract of land situated in Tarrant County,Texas,in accordance with
the plat hereto attached,to wit:
_ It is further agreed and understood that City of Fort Worth will be permitted the use of the
above described strip of land for the purpose of the construction of said sanitary sewer
improvements. Upon completion of said improvements and its acceptance by the City of
Fort Worth,Texas,all rights granted within the above-described Temporary Construction
.. Easement shall cease.
TO HAVE AND TO HOLD the above described premises, together with, all and
singular, the rights and appurtenances thereto in anywise belonging unto the said City of
Fort Worth, its successors and assigns, until the completion of construction. And Uwe do
hereby bind myself/ourselves, my/our heirs, successors, and assigns, to warrant and
defend,all and singular,the said premises unto the said City of Fort Worth,its successors
_ and assigns, against every person whomsoever lawfully claiming or to claim the same or
any part thereof.
It is intended by these presents to convey a Temporary Construction Easement to the said
City of Fort Worth to construct the described improvements, with the usual rights ingress
and egress in the necessary use of such Temporary Construction Easement, in and along
said premises.
IN W T ESS WHERE F,Gr tors have caused this instrument to be executed on this
the day of 2003.
OWNER(S)
t
O ' CL1
EXHIBIT "A "
3
0
69.39'21'lE 144.03'
N OP07'26'E
13.00' I _ -_ .d �Y
20.00' 20.00' ,
20.0' TEMPORARY no yaj^15.0 PERMANENT WATER
CONSTRUCTION EASEMENT UNE EASEMENT
5,133 SQ. FT. OR 3,8 S0. FT. OR
0,
0.118 ACRE : $ 0,088 ACRE
Z o
N 9 LOT 2 I I 15.00'
s.
BLOCK 1 I
c`w L. J. DIXON ADDITION
" q CABINET B, SLIDE 1608
y" P.R.T.C.T. I
I
�. y�•��a
qua
LORENZO J. DIXON
INSURANCE AGENCY
v VOL 12587, PG. 1921
D.R.T.C.T.
15.0' SANITARY 71 1.SEWER
PG. EASEMENT
� wU. 7101, Pc.eoo
O PAT.C.T.
0 50 100 200
SCALE IN FEET
EXHIBIT SHOWING
A
,# 20.0' TEMPORARY CONSTRUCTION EASEMENT
BEING A PORMN OF
LOT 2, BLOCK 1
L. J. DIXON ADDITION
AN ADORION TO THE
CITY OF FORT WORTH, TARRANi COUNTY, TEXASS
RECORDED IN CABINET B. SLIDE 1608
OF THE
PLAT RECORDS OF TARRANT COUNTY, TEXAS
'ROJ CT: CAMELO WA ER LINE IMPROVEMENTS ID OE No. 3120
TEMPORARY CONSTRUCTION EASEMENT AREA: 5,133 SQUARE FEET OR 0.118 ACRES
JOB NO.0203-1351 DRAWN BY:JLC CADO I'll -TRAIL-ESMT.OWG
DATE: SEPTEMBER 12, 2002 PM;E 1 OF 1 SCALE 1' - 100'
GORRONDONA h ASSOCIATES INC. 6707 BRENTWOOD STAIR ROAD SURE 50 FORT WORTH TX. PH. 817/496-1424 FAX 817/496-1768
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
TIMBER TRAIL
43
6 THE STATE OF TEXAS }
:L COUNTY OF TARRANT }
0 PERMANENT WATER LINE EASEMENT
c
q THAT We/I, Lorenzo J. Dixon Insurance Agency hereinafter referred to as "Grantor", for and in
it consideration of One Dollar($1.00)and other valuable consideration paid to Grantor by the City of
�j Fort Worth, a municipal corporation of Tarrant County, Texas the receipt of which is hereby
�] acknowledged, do grant, bargain, and convey unto said City of Fort Worth, its successors and
.. .� assigns,the use and passage in,over,across,below and along the following described Lot,parcel or
tract of land situated in Tarrant County,Texas,in accordance with the plat hereto attached,to wit:
Being a Permanent Water Line Easement out of Lot 2,Block 1,L.J.Dixon Addition,an addition to
the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet B, Slide 1608 of the Plat
Records of Tarrant County,Texas,said Lot 2 being deeded to Lorenzo J. Dixon Insurance Agency
as recorded in Volume 12587, Page 1921 of the Deed Records of Tarrant County, Texas, said
Permanent Water Line Easement being more particularly described by metes and bounds as follows:
COMMENCING at a 1/2 inch iron rod found in the east right-of-way line of Crowley Road(F.M.
Hwy.No. 73 1)and being the northwest comer of Lot 1,Block 1 of said L.J. Dixon Addition,said
y 1/2 inch iron rod also being the southwest comer of Lot 17, Block B, Camelot-Increment 2, an
addition to the City of Fort Worth,Tarrant County,Texas as recorded in Volume 388-210,Page 62
of the Plat Records of Tarrant County, Texas, from which a 1/2 inch iron rod found for the
southwest comer of Lot 1,Block 1 of said L.J.Dixon Addition and for the most westerly northwest
comer of Lot 1, Block A, Park West Addition, an addition to the City of Fort '.North, Tarrant
County, Texas as recorded in Volume 388-173, Page 12 of the Plat Records of Tarrant County,
Texas bears South 00 degrees 11 minutes 55 seconds West (Reference Bearing), a distance of
523.99 feet;THENCE North 89 degrees 39 minutes 21 seconds East,with the north line of Block 1
of said L. J. Dixon Addition,passing at a distance of 150.00 feet a 5/8 inch iron rod found for the
northwest comer of said Lot 2 and being the northeast comer of Lot 1,Block 1 of said L.J.Dixon
Addition,in all,a distance of 687.75 feet to the POINT OF BEGINNING of the herein described
Permanent Water Line Easement,said point being in the south right-of-way line of Timber Trail(an
existing 50.0' right-of-way),said point also being in the east line of an existing City of Fort Worth
15.0' Sanitary Sewer Easement as recorded in Volume 7101, Page 809 of the Deed Records of
Tarrant County,Texas;
THENCE North 89 degrees 39 minutes 21 seconds East,with the north line of Block 1 of said L.
J. Dixon Addition, passing at a distance of 25.41 feet the southwest comer of Lot 1,
Block C, Camelot-Increment 2, an addition to the City of Fort Worth,Tarrant County,
Texas as recorded in Volume 388-110, Page 74 of the Plat Records of Tarrant County,
Texas,in all,a distance of 144.05 feet to a point for the northeast comer of Lot 2,Block
1 of said L.J.Dixon Addition,said point also being the most northerly northwest comer
of Lot 1,Block A of said Park West Addition;
THENCE South 00 degrees 11 minutes 36 seconds West, with the east line of Lot 2, Block 1 of
said L. J. Dixon Addition and with the most northerly west line of Lot 1, Block A of
said Park West Addition,a distance of 127.47 feet a point for corner;
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 15.00 feet to a point for
comer;
THENCE North 00 degrees 11 minutes 36 seconds East, a distance of 112.38 feet to a point for
comer;
THENCE South 89 degrees 39 minutes 21 seconds West, a distance of 129.03 feet to a point for
comer in the east line of said City of Fort Worth Sanitary Sewer Easement;
Page 1 of 4
yrir57nOdrai d► +u .lSuTFS, y{, 4'S' 9RENrw.,j o FDA RQA{- wTc S] FORr '�Vrrim. rx 76112 • wYi A�'.06-��i4 iry g1,z..i9E :'!�5
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
al TIMBER TRAIL
6
0
0 THENCE North 00 degrees 07 minutes 26 seconds East, with the east line of said City of Fort
y .l Worth Sanitary Sewer Easement, a distance of 15.00 feet to the POINT OF
BEGINNING and containing 3,847 square feet or 0.088 acres of land,more or less.
{a
See Exhibit"A"
It is further agreed and understood that the City of Fort Worth will be permitted the use of the above
�) described parcel of land for the purpose of the construction and maintenance of a water line.
�. TO HAVE AND TO HOLD the above described premises, together with all and singular, the
rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors
and assigns, forever. And We/I do hereby bind myself/ourselves, my/ours heirs, successors and
assigns, to warrant and forever defend,all and singular,the said premises unto the said City of Fort
Worth, its successors and assigns, against every person whomsoever lawfully claiming or to claim
the same or any part thereof.
It is intended by these presents to convey a Permanent Water Line Easement to the said City of Fort
Worth to maintain,construct and repair the above described improvements, with the usual rights of
ingress and egress in the necessary use of such Permanent Water Line Easement, in and along said
premises.
I FITNESS WHYREOF-Grantors have caused this instrument to be executed on the
day of ,20 O 3
OwAer(s):
AFIZ!X ReW"/N6,fFWW TO
ROBERT HUMPHREYS. LAND AGENT
GTY OF FORT WORTH
REAL PROPERTY MANAGEMENT
927 TAYLOR
FORT WORTH, TEXAS 76102
Page 2 of 4
S%1 11 1+O W 3&swc .ruj. ftc. . of wormoov uo,,� Rw 5Uff 50 ;Cw l 1M)RTH° ". T6112 PH. 017-494-1424 FAY 617_196-174!
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
TIMBER TRAIL
�7
�3
ACKNOWLEDGEMENT
IF
THE STATE OF TEXAS
:L
{
COUNTY OF T
BEFORE l d S '..1 the undersigned authority,on this day
personally appeared, /+F12C�NZv F �
a , � k U,-j known to me,or
proved to me to be the person whose name is subscribed to the foregoing instrument,and
acknowledged to me that he/she executed the same for the purposes and consideration therein
expressed. ,
GIVE U DER MY HAND AND SEAL OF OFFICE, this the day; `of
Notary Public,State of Texas
My Commission Commission expires on the )04' day
20"-x--- `
■
s
Page 3 of 4
�+, ■ WC. 4Ff17 Efwffw3w RFAA RW 9n;F. 'sr ;on yMmH. 7x 7dlsy Pm FOX 10-+i6 176E
EXHIBIT "A "
/-S.0' UTNTY EASEMENT
J VOL. 388-170, PC. 74
1/ P.R.T.C.T. *4
5.0' UTILITY EASEMENT I
�^3 VOL 388-210, PG. 62� I LOT 11 �7 3
P.R.T.C.T. lulu I I
�3 rL_—_
�' MANOR COURT
BLOCK B I I — Fvg rr•
CAATELOT-INCRSYaNr 2 I 1 11�T. W
VOL. 386-210, PF 62 I�''��6�y66gT� o BLOCK C
co P.R.T.C.T. i YQy- l' LOT /S CAYLLOT-INC"MENT 2 LOT J LOT
if VOL. 388-l/0, PG. 74
P.R.T.C.T.
7.50' UTILITY EASEMENT LOT 16
Z
368-210, PG. 82 I I BLOCK B LOT / LOT 2 5.o' unLfTY EASEMENT
P.0.C. P.R.T.C.T.
V01_ 388-110,PC. 74
1/21RF I I P.O,B N Bff39'21� P.R.T.C.T.
N 8ff39'21� J L087.75' —— X44.
N 89-39.21'E
�j 150.00' `r$ S 69'9211Y �
N 00'07'2s'E 129.03
b 15.00' 25.47 -
15.0 PERMANENT WATER Ig^ __ IN
LINE EASEMENT
3,847 SQ. FT. OR I= '
= 0.088 ACRE I -
A
2 0 LOT 2 I I "°wow°0l"
1 1 I
a�
BLOCS f
N c`L . J. DIXON ADDITION I I ( ( I
CABINET B, SLIDE >608 I I I I W
>�k4 P.R.T.C.T. I I ;I
v (spa
N
wq I I I I I <�
W
i 2 LORENZO J. DIXON I I I �'1 o
INSURANCE AGENCY I rid
y v VOL 12587, K. 1921 I I I "�i
+r D.R.T.C.T. 1 I ! Ia zC4
I I I Inl�i oa
15.0'SANITARY SEWER EASEMENT-••---•� /�--- J I Y<n V
VOL.7101, PC. 809 1 1 �'-
,ew P.R.T.C.T.
ID
I L__— I I I mY00
I----------- ------ --� I
----------- ------- --------� J
� I 26.0' EMERGENCY ACCESS EEMEN
I 1 VOL 3C8 173 12
P.R.T.C.T.
I I LOT 1
BLOCK A
I I PARK WEST ADDITION
I VOL 388-173, PG. 12
P.R.T.C.T.
I I 0 50 100 200
I I
1 1 SCALE IN FEET
DHBIT SNOWING
A
15.0' PERMANENT WATER LINE EASEMENT F)
BEING A PORTION OF •�•••.
LOT 2, BLOCK 1
L. J. DIXON ADDITION '•
AN ADDITION TO THE JON L COOPER
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS • vq
.......•••••/"••
_ �•.� 5254 �•
RECORDED IN CABINET B. SLIDE 1608 7►.L 4. s;gryOQ
OF THE
PLAT RECORDS OF TARRANT COUNTY, TEXAS
PROJECT: CAMELOT WATER LINE IMPROVEMENTS DOE No. 3120
ASEMENT ACQUISITION AREA- 3 847 SQUARE FEET OR 0.088 ACRES JON L. 0PER
JOB NO.0203-1351 DRAWN BY:JLC CARD FILLT1MSER-TRAIL-ESAIT.OWG c9sTERm �1L 0 SURVEYOR
DATE: SEPTEMBER 12, 2002 PAGE 4 OF 4 SCALE: 1'- 100' . 5254
CORRONOONA&ASSOCLATES. INC. 6 707 8RENTW000 STAIR ROAD SUITE 50 FORT WORTH TX. PN. 817 496-1424 F 817 496-1768
2m3 JUN 37 03
P3
r� D203166430
_- CITY FW REAL PROPERTY 001
927 TAYLOR ST
` FT WORTH, TX 76102
�a
7
+s
—rA R N I N G—THIS IS PART OF THE OFFICIAL RECORD--D O N O T D E S T R O Y
r
MI N D E X E D -- T A R R A N T C 0 U N T Y T E X A S
S U Z A N N E H E N D E R S 0 N -- COUNTY CLERK
O F F I C I A L R E C E I P T
T 0: CITY FW REAL PROPERTY 001
RECEIPT NO REGISTER RECD—BY PRINTED DATE TIME
203320569 DR93 CAP 05/09/2003 09:01
1
INSTRUMENT FEECD INDEXED TIME RECVD
1 D203166430 WD 20030509 09:01 CG
r
T O T A L DOCUMENTS: 01 F E E S: 15.00
B Y:
' ANY PROVISION WHICH RESTRICTS THE SALE RENTAL OR USE
OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE
IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.
AGL17,.
o Z
f
t
r
TRANSFER,WATER PRESS.NS.Il TO HOLLY
CAMELOT WATER LINE IMPROVEMENTS
DOE#3120
Parcel#S
7801 CROWLEY
A-2027,TRACTS ID,1D,3,GONDGACIO HERRERA SURVEY
TEMPORARY CONSTRUCTION EASEMENT
THAT I/WE,JOHN Q.MELCHER,hereinafter referred to as"Grantor"for and
in consideration of One Dollar($1.00) and other valuable consideration paid by the City
of Fort Worth, a municipal corporation of Tarrant County, Texas receipt of which is
hereby acknowledged, do grant, bargain and convey unto said City, its successors and
assigns, the use and passage in,over,and across,below and along the following parcel or
tract of land situated in Tarrant County, Texas, in accordance with the plat hereto
attached,to wit:
It is further agreed and understood that City of Fort Worth will be permitted the use of the
above described strip of land for the purpose of the construction of said water line
improvements. Upon completion of said improvements and its acceptance by the City of
Fort Worth,Texas, all rights granted within the above-described Temporary Construction
Easement shall cease.
TO HAVE AND TO HOLD the above described premises, together with, all and
singular, the rights and appurtenances thereto in anywise belonging unto the said City of
Fort Worth, its successors and assigns, until the completion of construction. And I/we do
hereby bind myself/ourselves, my/our heirs, successors, and assigns, to warrant and
defend,all and singular,the said premises unto the said City of Fort Worth,its successors
_ and assigns, against every person whomsoever lawfully claiming or to claim the same or
any part thereof.
It is intended by these presents to convey a Temporary Construction Easement to the said
s City of Fort Worth to construct the described improvements, with the usual rights ingress
and egress in the necessary use of such Temporary Construction Easement, in and along
said premises.
IN WITNESS WHEREOF,Grantors have caused this instrument to be executed on this
the d "I'd day of / ✓ 2003.
OWNER(S)
K
EXHIBIT "A "
N 8T48'S8'E
15.01'
15.0 PERMANENT
WATER LINE EASEMENT
PART 1
9,996 SO. FT. OR
0.230 ACRE
'` REMAINDER OF 100 ACRE TRACT TO
moo' JOHN Q. MELCHER, ROBERT LEE MELCHER
1;`l do CHARLES LEE MELCHER
n S'::':' VOL 5939, PG. 258
D.R.T.C.T.
g
TEMPORARY
CONSTRUCTION EASEMENT
g = 25,815 SQ. FT. OR
b 0.593 ACRE
o
A �
.. N 21214911/
0 21.21'
GONEFACIO HERRERA SURVEY
W 1 ABSTRACT No. 2027
N
V PERMANENT WATER MAN EASEMENT
TO CITY OF FORT WORTH
VOL. 13116, PG. 279
N 4 f{ REMAINDER OF 100 ACRE TRACT TO
211.21.21'' `i="''
JOHN Q. MELCHER, ROBERT LEE MELCHER
15.0 PERMANENT ri O1
WATER LINE EASEMENT r^. °m & CHARLES LEE MELCHER
PART 2 VOL 5939, PG. 258
4,063 S0. FT. OR D.R.T.C.T.
+ 0.093 ACRE r'
25.00'
1V�UIl1��/D.W
DELTA-8Z04'12'
L-a1.25'
9154RINO-S 31'02'08'E
CHORD-77-3'
CURVE DATA ,r'n' 11'5745E 40. '
RADIUS-90.00' S 2T55'48'W
D0.TA-8704'12" 15.10• 0 50 100 200
L-
BEARING-N 31'31'02'08"W
CHORD-92.80' RADIUS.01' '
BEST EVE,W AN pAR
(VARIABU WDTH T .Ay SCALE IN FEET
WAt�
EXHIBIT SHOWING
A
TEMPORARY CONSTRUCTION EASEMENT
SITUATED N THE
GONEFACIO HERRERA SURVEY
ABSTRACT No. 2027
LOCATED N THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING OUT OF A TRACT OF LAND DEEDED TO
JOHN Q. MELCHER, ET AL
VOLUME 5939, PAGE 258
DEED RECORDS OF TARRANT COUNTY, TEXAS
PROJECT: CAMELOT WATER-UNE IMPROVEMENTS IDOE No. 3120
TEMPORARY CONSTRUCTION EASEMENT AREA: 25,815 SQUARE FEET OR 0.593 ACRES
JOB NO.0203-1351 DRAWN BY:JLC CADD F1LE.CAMELOT-ESMTS.DWG
DATE: SEPTEMBER 12, 2002 PACE 1 OF 1 SCALE: 1' - f00'
GORRONDONA &ASSOCIATES INC. 6707 BRENTWOOD STAIR ROAD SUITE 50 FORT WORTH TX. PH. 817/496-1424 PAX 817/496-1768
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120 PA'Q-L *4'�
CROWLEY ROAD
_
THE STATE OF TEXAS }
}
COUNTY OF TARRANT }
PERMANENT WATER LINE EASEMENT
THAT We/I, John Q. Melcher, et al, hereinafter referred to as "Grantor", for and in consideration
of One Dollar($1.00)and other valuable consideration paid to Grantor by the City of Fort Worth,a
municipal corporation of Tarrant County, Texas the receipt of which is hereby acknowledged, do
grant, bargain, and convey unto said City of Fort Worth, its successors and assigns, the use and
_ passage in, over, across, below and along the following described Lot, parcel or tract of land
situated in Tarrant County,Texas,in accordance with the plat hereto attached, to wit:
t
PERMANENT WATER LINE EASEMENT PART 1
_
_ Being a Permanent Water Line Easement out of Gonefacio Herrera Survey, Abstract No. 2027, in
the City of Fort Worth, Tarrant County, Texas, and being out of a remainder of a 100 acre tract of
land deeded to John Q. Melcher, et al as recorded in Volume 5939, Page 258 of the Deed Records
a of Tarrant County, Texas, said Permanent Water Line Easement being more particularly described
by metes and bounds as follows:
BEGINNING at a 1/2 inch iron rod found in the east right-of-way line of Crowley Road (F.M.
6 Hwy. No. 731, a 120.0' right-of-way) and being the southwest corner of Lot 1, Block 1 Harvest
Assembly of God Addition, an addition to the City of Fort Worth, Tarrant County, Texas as
recorded in Cabinet B, Slide 1935 of the Plat Records of Tarrant County, Texas, from which a 1/2
_ inch iron. -Dd for the northwest comer of Lot 1,Block 1 of said Harvest Assembly of God Addition
and being the southwest corner of Lot 1, Block A, Park West Addition, an addition to the City of
Fort Worth, Tarrant County,Texas as recorded in Volume 388-173, Page 12 of the Plat Records of
Tarrant County, Texas bears North 00 degrees 07 minutes 54 seconds East(Reference Bearing), a
distance of 375.37 feet;
THENCE North 87 degrees 46 minutes 56 seconds East, with the south line of Lot 1, Block 1 of
said Harvest Assembly of God Addition,a distance of 15.01 feet to a point for corner;
THENCE South 00 degrees 14 minutes 11 seconds West, a distance of 674.21 feet a point for
corner in the northeasterly line of a City of Fort Worth Permanent Water Main
Easement recorded in Volume 13116,Page 279 of the Deed Records of Tarrant County,
Texas;
THENCE North 44 degrees 45 minutes 49 seconds West, with the northeast line of said
_ Permanent Water Main Easement a distance of 21.21 feet to a point for the north comer
of said Permanent Water Main Easement, said point being in the east right-of-way line
of said Crowley Road;
THENCE North 00 degrees 14 minutes 1 I seconds East, with the east right-of-way line of said
Crowley Road, a distance of 658.57 feet to the POINT OF BEGINNING and
containing 9,996 square feet or 0.230 acres of land,more or less.
_ PERMANENT WATER LINE EASEMENT PART 2
Being a Pcrmanent Water Line Eas..inent oat of Gonefacio flerrera Surrey, Abstraei No. 2027, in
the City of Fort Worth,Tarrant County,Texas, and being out of a remainder of a 100 acre tract of
land deeded to John Q. Melcher, et al as recorded in Volume 5939, Page 258 of the Deed Records
of Tarrant County, Texas, said Permanent Water Line Easement being more particularly described
by metes and bounds as follows:
Page I of 4
GORRONDORA 8 ASSOCIATES. MC. 6707 BRENTWOOD STAIR ROAD SURE 50 FORT WORT}/, TX 76112 PH. 617-496-1424 FAX 817-496-1768
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
CROWLEY ROAD
COMMENCING at a 1/2 inch iron rod found in the east right-of-way line of Crowley Road(F.M.
Hwy. No. 731, a 120.0' right-of-way) and being the southwest comer of Lot 1, Block 1 Harvest
Assembly of God Addition, an addition to the City of Fort Worth, Tarrant County, Texas as
recorded in Cabinet B, Slide 1935 of the Plat Records of Tarrant County,Texas, from which a 1/2
inch iron rod for the northwest corner of Lot 1, Block 1 of said Harvest Assembly of God Addition
and being the southwest corner of Lot 1, Block A, Park West Addition, an addition to the City of
Fort Worth,Tarrant County,Texas as recorded in Volume 388-173, Page 12 of the Plat Records of
Tarrant County, Texas bears North 00 degrees 07 minutes 54 seconds East(Reference Bearing),a
distance of 375.37 feet;THENCE South 00 degrees 14 minutes 11 seconds West,with the east line
right-of-way of said Crowley Road,a distance of 778.85 feet to the POINT OF BEGINNING,said
point being the south comer of a City of Fort Worth Permanent Water Main Easement recorded in
Volume 13116,Page 279 of the Deed Records of Tarrant County,Texas;
THENCE North 45 degrees 14 minutes 11 seconds East, with the southeasterly line of said
Permanent Water Main Easement,a distance of 21.21 feet to a point for corner;
THENCE South 00 degrees 14 minutes 11 seconds West,a distance of 188.93 feet a point for the
beginning of a curve to the left having a radius of 75.00 feet, a central angle of 62
degrees 04 minutes 12 seconds and whose chord bears South 31 degrees 02 minutes 08
seconds East,a distance of 77.33 feet;
THENCE with said curve to the left,an arc length of 81.25 feet to a point for corner;
THENCE South 27 degrees 55 minutes 46 seconds West, a distance of 15.00 feet to a point for
comer in the easterly right-of-way line of said Crowley Road,said point tieing in a non-
tangent curve to the right having a radius of 90.00 feet,a central angle of 62 degrees 04
minutes 12 seconds and whose chord bears North 31 degrees 02 minutes 08 seconds
West,a distance of 92.80 feet;
THENCE with the easterly right-of-way line of said Crowley Road and with said non-tangent
curve to the left,an arc length of 97.50 feet to a point for comer;
THENCE North 00 degrees 14 minutes 11 seconds East, with the east right-of-way line of said
Crowley Road, a distance of 173.99 feet to the POINT OF BEGINNING and
containing 4,063 square feet or 0.093 acres of land,more or less.
See Exhibit"A"
It is further agreed and understood that the City of Fort Worth will be permitted the use of the above
described parcel of land for the purpose of the construction and maintenance of a water line.
TO HAVE AND TO HOLD the above described premises, together with all and singular, the
rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors
and assigns, forever. And We/I do hereby bind myself/ourselves, my/ours heirs, successors and
assigns,to warrant and forever defend,all and singular,the said premises unto the said City of Fort
Worth, its successors and assigns, against every person whomsoever lawfully claiming or to claim
the same or any part thereof.
It is intended by these presents to convey a Permanent Water Line Easement to the said City of Fort
Worth to maintain,construct and repair the above dc�cribed improvements,wilt,the usual rights of
ingress and egress in the necessary use of such Permanent Water Line Easement, in and along said
premises.
ATE: a�-?� dF �e RECo�e4✓�1G RE7WW TO
ROBERTHUMPHREYS, LAND AGENT
CITY OF FORT RTH
AGENT: �'' ��� REAL PROPS TWMANAGEMENT
927 TAYLOR
i
Page 2 of 4 FORT WORTH. TEXAS 76102
ik.laaL4'4klr,',: RIC. • Vor wifN'WOW 5-A Ir rj SurrE 3{, rnrl 1K3Rnj,TX 7E9Ai . r-i 80-49S-7i74 rR iW vii ".b
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
CROWLEY ROAD
IN WITNESS WHEREOF, Grantors have caused this instrument to be executed on the
day of A-Ov i '2003
Owner(s):
i
ACKNO E GEM
THE STATE OF TEXAS
COUNTY OF TARRANT
*
BEFORE ME, JO\t\WN � •`�►J'J� ,the undersigned authority,on this day
personally appeared, %—*0 C 6-< ( t ►\Q�C�\C7• Y known to me,or
proved to me to be the person whose name is subscribed to the foregoing instrument,and
acknowledged to me that he/she executed the same for the purposes and consideration therein
expressed.
GIV 1 N UNDER MY HAND AND SEAL OF OFFICE, this
Athe day of
20
N State o p e'j N e Se C. r
My Commission expires on the _ day of 1 &a--eC k
Page 3 of 4
iUH, Tx 76112 • PH. 617-496-1424 FAX 617-496-1766
INDIVIDUAL ACKNOWLEDGMENT
r
State/Commonwealth of
ss.
County of
On this the ay of �� 3,before
ay Month year
me the undersigned Notary
ame of Notary Public
Public, personally appeared �(�be2T x.
Name(s)of Signer(s)
personally known to me—OR—
❑proved to me on the basis of satisfactory
evidence
l
to be the person(s) whose name(s) is/are
subscribed to the within instrument, and
iF acknowledged to me that he/she/they
! executed the same for the purposes therein
stated.
BARBARA J.CANE WITNESS my hand and official seal.
*my C�DO Notary Pubec_Arizona
c County
Expires Jun 22,2006
Signa otary Public
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Place Notary Seal andlor Any Stamp Above
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O 2002 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationainotaryorg
Item No.5936 Reorder:Call Toll-Free 1-800 US NOTARY(1-800-876.6827)
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CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
y CROWLEY ROAD
ACKNOWLEDGEMENT
THE STATE OF TEXAS
COUNTY OF TARRA-N1 T
BEFORE ME, the undersigned authority,on this day
{ personally appeared, ��^� 4X" /"(PLC N-z5p- known to me,or
proved to me to be the person whose name is subscribed to the foregoing instrument,and
acknowledged to me that he/she executed the same for the purposes and consideration therein
expressed.
-' GIVEN UNDER MY HAND AND SEAL OF OFF his the day of
MRISSAGAMER
1[4�
`• ' M7 COMMISSION EXPIRES
J*15,2006
y No Public,S to of Texas ''
My Commission expires on the ' day of Ld
cwlnort,lina a< �sso- .gas ar. ea�i eIRLNn*r"j 91M ft%W, sJTE as M"+�rlk Sr ri14: PH. 1147-a94-1414 FM 117-+s6-17011
T EXHIBIT "A "
LOT 1
BLOCK A
PARK NEST ADDITION
VOL. 388-173, PG. 12
1/21RF P.R.T.C.T.
n
LOT 1
BLOCK 1
m}. HARVEST ASSEMBLY OF GOD ADDITION
CABINET B. SLIDE 1935
o56'E P.R.T.C.T.
N $
FvS Z
P.O.B. PART 1 ..
P.O.C. PART 2
t/21RF
M REMAINDER OF 100 ACRE TRACT TO
JOHN Q. MELCHER, ROBERT LEE MELCHER
do CHARLES LEE MELCHER
r VOL 5939, PG. 258
D.R.T.C.T.
u
15.0 PERMANENT
WATER LINE EASEMENT
PART 1
1 9,996 SO. FT. OR
�_ J✓ �_ 0.230 ACRE
gn IE
r
O
q
O N 44'45'49'*
21.21'
GONEFACIO HERRERA SURVEY
W ABSTRACT No. 2027
rN I
ON I
N
V PERAMNENf WATER MAIN EASWENT
TO C1fY OF FORE WORTH
VOL 13118, PC. 279
P.O.B. D.R.T.C.T.
PART 2
N 4 ' E REMAINDER OF 100 ACRE TRACT TO
211x1.21 JOHN Q. MELCHER, ROBERT LEE MELCHER
& CHARLES LEE MELCHER
15.0 PERMANENT VOL 5939, PG. 258
WATER LINE EASEMENT D.R.T.C.T.
P' PART 2
4,063 SQ. FT. OR
g 0.093 ACRE
= N
DELTA-CZ04'12'
L-81.25'
BEARING-S 31'02'08'E
CHORD-77.33'
CURVE DATA
RADWS-90.00' S 2T55481Y
DELTA-6104'12' I&4
L-97.50'
B N 92 80'
9 0 50 100 200
1PEST EVERA[A_ D�jy� SCALE IN FEET
NAMABLE PA
g�T_P�A»fA nAy
EXHIBIT SHOWING
15.0' PERMANENT WATER UNE EASEMENT OF l
SITUATED IN THE ..ro..
GONEFACIO HERRERA SURVEY
ABSTRACT No. 2027
...i e.............
1,n•.
LOCATED N THE JON L.CnnPEA
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ......••••••1•••
BEING OUT OF A TRACT OF LAND DEEDED 70 :,-r 5254
JOHN 0. MELCHER, ET AL
VOLUME 5939, PACE 258 �E
DEED RECORDS OF TARRANT COUNTY, TEXAS
PR EC CAMELOT WAT UN IMPROVEMENTS DOE No. 3120
ASEMENT ACQUISITION AREA: NET=14 059 SQUARE FEET OR 0.323 ACRES J N L. PER
JOB NO.0203-1351 ORAWN BT:JLC CARD F4ECAMELGT-ESMTS.DWG PROFESSIONAL SURVEYOR
DATE: SEPTEMBER 12. 2002 PAGE 4 OF 4 SCALE 1' - 1OW . 5254
GORRONDONA k ASSOCIATES INC. 6707 BRENTWOOD STAIR ROAD SUITE 50 FORT WORTH TX. PH. 817/496-1424 FAX 817/496-1760
2m3 JUL 30 AM Ii: 42
D203240920
s CITY FW REAL PROPERTY 001
927 TAYLOR ST
FT WORTH, TX 76102
-W A R N I N G-THIS IS PART OF THE OFFICIAL RECORD--D O N O T D E S T R O Y
I N D E X E D -- T A R R A N T C O U N T Y T E X A S
S U Z A N N E H E N D E R S O N -- COUNTY CLERK
O F F I C I A L R E C E I P T
mp
!a T O: CITY FW REAL PROPERTY 001
RECEIPT NO REGISTER RECD-BY PRINTED DATE TIME
203411320 DR96 N C 07/07/2003 07:53
d INSTRUMENT FEECD INDEXED TIME RECVD
D203240920 WD 20030707 07:53 CG
�G
F, T O T A L DOCUMENTS: 01 F E E S: 19.00
B Y:
ANY PROVISION WHICH RESTRICTS THE SALE RENTAL OR USE
OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE
IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.
EXHIBIT "A "
TEMPORARY
CONSTRUCTION EASEMENT
4,628 SO. FT. OR
0.106 ACRE
RADUS-90.00' (VAMAaX R AN p wRA-)rA 1,
CURVE DATA S 3T45'31'E
RADIU 095 '- .00.00 15.00'
DELTA-5722'(9' _
L-82.26' GURVE DATA
BEARING-N 26'G3'37'E RADIUS-75.W'
CHORD-79.43' DELTA-52'22'1 t'
L-68.55'
BEARING-S 26'O3'381Y
N 0907'47W CHORD-66.19'
56.76' 15.0' PERMANENT WATER
S 89'59'50'W 25.0 LINE EASEMENT
15.00' 1,983 SO. FT. OR
0.046 ACRE
S OO'O7'47'E
50.79'
h
M
w N 8��3'E
Y
n
O
x
i DATA REMAINDER OF 212-1/3 ACRE TRACT TO
RADIUS-stG.00' L CHARLES WEATHERBY, JR.
DELTA•-OT29'31' & ERNA MAE WEATHERBY
L-79.76' VOL 5939, PC. 255
r BEARING-N O3'37'12'E
CHORD-78.71' D.R.T.GT.
e
is
RADIUS�99o.OD'
q DELTA-G4'1O13O'
�+
L.72.14'1NG-N os1
8
CHORD-72.12'
143'E
W
p GONEFACIO HERRERA SURVEY
V ABSTRACT No. 2027
0
g
Z
LOT IR LOT 2R LOT SR I LOT 4R LOT 611 LOT 6R LOT 7R
BLOCK I
WILLOW CRKKK ADDITIO
PHASE I
VOL. 366-1 BY, PC. 86
P.R T.C.T.
SAN RAFAEL STREET
0 50 100 200
SCALE IN FEET
EXHIBIT SHOWNG
A
TEMPORARY CONSTRUCTION EASEMENT
SITUATED IN THE
GONEFACIO HERRERA SURVEY
ABSTRACT No. 2027
LOCATED IN THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING OUT OF A TRACT OF LAID DEEDED TO
L. CHARLES WEATHERBY. JR. do ERNA MAE WEATHERBY
VOLUME 5939, PAGE 255
DEED RECORDS OF TARRANT COUNTY, TEXAS
LPROJECT: CAMEL( WATER LIN IMPROVEM N S DOE No. 3120
PORARY CONSTRUCTION EASEMENT AREA: 4 628 S ARE FEET OR 0.106 ACRES
DRAWN BY:JLC CADD flLE:CAMELOT-ESA/TS.OWG
FEBRUARY 5, 2003 PAGE 1 OF 1 1 SCALE: 1 - 100'
ASSOCUTES INC. 6707 BREMWOOD STAIR MM. SUITE 50 FORT WORTH TX. PH. 817/496-1424 FAX 817/498-1768
TRANSFER,WATER PRESS.NS.II TO HOLLY
CAMELOT WATER LINE IMPROVEMENTS
DOE#3120
Parcel#7
W EVERMAN PARKWAY
A-2027,TRACTS 3H,GONDGACIO HERRERA SURVEY
TEMPORARY CONSTRUCTION EASEMENT
THATI/WE, L. CHARLES WEATHERBY, JR & ERNA MAE WEATHERBY,
hereinafter referred to as "Grantor" for and in consideration of One Dollar ($1.00) and other
valuable consideration paid by the City of Fort Worth, a municipal corporation of Tarrant
County, Texas receipt of which is hereby acknowledged, do grant,bargain and convey unto said
City, its successors and assigns, the use and passage in, over, and across, below and along the
following parcel or tract of land situated in Tarrant County, Texas, in accordance with the plat
hereto attached, to wit:
See ATTACH F-6 6XH/BIT '
It is further agreed and understood that City of Fort Worth will be permitted the use of the above
described strip of land for the purpose of the construction of said sanitary sewer improvements.
Upon completion of said improvements and its acceptance by the City of Fort Worth, Texas, all
rights granted within the above-described Temporary Construction Easement shall cease.
TO HAVE AND TO HOLD the above described premises, together with, all and singular, the
rights and appurtenances t:Preto in anywise belonging unto the said City of Fort Worth, its
successors and assigns, until the completion of construction. And I/we do hereby bind
myself/ourselves, my/our heirs, successors, and assigns, to warrant and defend, all and singular,
the said premises unto the said City of Fort Worth, its successors and assigns, against every
person whomsoever lawfully claiming or to claim the same or any part thereof.
It is intended by these presents to convey a Temporary Construction Easement to the said City of
Fort Worth to construct the described improvements, with the usual rights ingress and egress in
the necessary use of such Temporary Construction Easement,in and along said premises.
IN WISNESS WHEREOF, Grantors have caused this instrument to be executed on this the
0 -- day of February 9 2003.
OWNER(S)
4 Q- t
CHARLES WEAfiHERB J
ERNA MAE WEATHERBY
L. CHARLES WEATHERBY, JR. ,
Attorney-in-Fact
EXHIBIT "A "
15.0 PERMANENT WATER
LINE EASEMENT
1,983 SO. Fr.
0 046 ACRE OR )r-ps '
1Q`IT WA +a�1
{ CURVE DATA S 3745'31'E
•1 RADI 09US - 13.00'
DELTA-5722'09'
L-82.26'
E BEARING-N 2VG3'37'E
Cl CHORD-79.43' -.y RA01 S- 5.
DELTA-5722'11'
i V BEARINGS 26'03'35'W
N 0(707.4719 CHORD-68.19'
•1 56.76'
��-S W07.47-E
P.Q.B. - 56.79'
5_
n S 89'S9''�O19
w
0
rf
RADIUS•810 00'
r� DELTA-07'29'31'
IL BEAFa OY37'12'E REMAINDER OF 212-1/3 ACRE TRACT TO
L CHARLES WEATHERBY, JR.
>F & ERNA MAE WEATHERBY
VOL 5939, PG. 255
€ D.R.T.C.T.
0
� CLRVF DATA
RADA15.990.00'
Q DELTA-041o'30•
g L-7214'
BEARING-N OS16'43'E
CHORD-72.12'
W
° GONEFACIO HERRERA SURVEY
v ABSTRACT No. 2027
0
8
Z
(SN ' "BEARING)
B 53 4 310.76' 112-W
1/2-ff
LOT IR LOT RR LOT 3R I LOT 4R LOT 5R LOT BR LOT 7R
BLOCK
WILLOI CREEK ADDITIO
PEASE I
VOL 388-182. PG. 98
P.R.T.C.T.
SAN RAFAEL STREET
0 50 100 200
SCALE IN FEET
EXHIBIT SHOWING
15.0' PERMANENTW pTE�RTM NE EASEMENT OF
GONEFACIO HERRERA SURVEY :Te .
ABSTRACT No. 2027 y e fo•
LOCATED N TIRE •• ••••• e.••«Z..•
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ,ZN L.COOPER
OEM OUT OF A TRACT OF LAND DEEDED TO ..y:.............. .
q 5254 �:
L CHARLES WEATHERBY. JR. do ERNA MAE WEATHERBY <� 'O^fssLq>;'•O�
VOLUME 5939, PAGE 255 'y0•••••
DEED RECORDS OF TARRANT COUNTY, TEXAS
PROJECT: CAMELOT WATER LINE IMPROVEMENTS DOE No. 3120
ASEMENT ACQUISITION AREA 1 983 SQUARE FEET OR 0.046 ACRES O L. C PER
JOB N0.0203-1351 DRAWN BY:JLC CADD F9E:CAAIELOT-ESIITS.DWG R RED Pp LA4 SURVEYOR
DATE: FEBRUARY 5, 2003 PAGE 3 OF 3 S01LE: 1' - 100' 5254
GORRONDONA k ASSOCIATES INC. 6707 BRENTWOOD STAIR ROAD SUITE 50 FORT WORTH TX. PH. 5171496-f424 FAX 817 496-1768
,e coROrN1� RETlne ) 711
ROBERT HUMPHREYS. LAND AGENT
CAMELOT WATER LINE IMPROVEMENTS CITY OF FORT WORTH
DOE No.3120 REAL PROPERTY MANAGEMENT
CROWLEY ROAD TAYLOR
FO
4 FORT WORTH. TEXAS 76102
e
THENCE South 89 degrees 59 minutes 50 seconds West, a distance of 15.00 feet to the POINT
OF BEGINNING and containing 1,983 square feet or 0.046 acres of land,more or less.
See Exhibit"A"
It is further agreed and understood that the City of Fort Worth will be permitted the use of the above
{ described parcel of land for the purpose of the construction and maintenance of a water line.
(
TO HAVE AND TO HOLD the above described premises, together with all and singular, the
rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors
and assigns, forever. And Well do hereby bind myself/ourselves, my/ours heirs, successors and
assigns,to warrant and forever defend,all and singular,the said premises unto the said City of Fort
Worth, its successors and assigns,against every person whomsoever lawfully claiming or to claim
the same or any part thereof.
It is intended by these presents to convey a Permanent Water Line Easement to the said City of Fort
Worth to maintain,construct and repair the above described improvements,with the usual rights of
ingress and egress in the necessary use of such Permanent Water Line Easement,in and along said
premises.
T IN WITNESS WHEREOF, Grantors have caused this instrument to be executed on the
�Q=day of February ,20 0 3
,,,, Owner(s):
L. CHARLES WEATHERBY, JR. A MAE WEATHERBY
By�.
L. CHARLES WEATHERBY, JR.,
Attorney-in-Fact
ACKNOWLEDGEMENT
THE STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, Mary J. Vance ,the undersigned authority,on this day
L. CHARLES WEATHERBY, JR., individually and as
personally appeared, / Attorney-in-Fact for ERA MAE WEA7HERBY.known to me,or
proved to me to be the person whose name is subscribed to the foregoing instrument,and
acknowledged to me that he/she executed the same for the purposes and consideration therein
expressed., and in the capacities therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this 10th the day of
Febn..gu 120 03
NARY L VMMM
,� �,��'= My mcpw
Notary Pu lic, a of Texas .`1wrl" • e soot
My Commission expires on the 8th day of March
20 04
Page 2 of 3
�k�A$IO1;iI.TES, [HC. 67147 W05flV= S[IlH 114+17 WIE 50 fC.Hi Y![+fM. M JAI 1 FAy giT-406_77h4
CAMELOT WATER LINE IMPROVEMENTS
DOE No.3120
CROWLEY ROAD
THE STATE OF TEXAS }
}
COUNTY OF TARRANT }
PERMANENT WATER LINE EASEMENT
THAT We/I, L. Charles Weatherby, Jr. & Erna Mae Weatherby, hereinafter referred to as
"Grantor", for and in consideration of One Dollar($1.00) and other valuable consideration paid to
Grantor by the City of Fort Worth,a municipal corporation of Tarrant County,Texas the receipt of
which is hereby acknowledged, do grant, bargain, and convey unto said City of Fort Worth, its
successors and assigns, the use and passage in, over, across, below and along the following
described Lot,parcel or tract of land situated in Tarrant County,Texas,in accordance with the plat
hereto attached,to wit:
Being a Permanent Water Line Easement out of Gonefacio Herrera Survey, Abstract No. 2027, in
the City of Fort Worth,Tarrant County,Texas,and being out of a remainder of a 212-1/3 acre tract
of land deeded to L. Charles Weatherby, Jr. as recorded in Volume 5939, Page 255 of the Deed
s Records of Tarrant County, Texas, said Permanent Water Line Easement being more particularly
described by metes and bounds as follows:
COMMENCING a 1/2 inch iron rod found in the east right-of-way line of Crowley Road (F.M.
Hwy. No. 731, a variable with right-of-way) and being the northwest corner of Lot 1R, Block 1
Willow Creek Addition, Phase I, an addition to the City of Fort Worth, Tarrant County, Texas as
recorded in Volume 388-182,Page 98 of the Plat Records of Tarrant County,Texas, from which a
1/2 inch iron rod found for the northeast corner of Lot 511 and being the northwest corner of Lot 6R,
Block 1 of said Willow Creek Addition bears North 89 degrees 53 minutes 47 seconds East
(Reference Bearing), a distance of 310.76 feet; THENCE North 00 degrees 07 minutes 47 seconds
West,with the east right-of-way line of said Crowley Road,distance of 383.75 feet to a point for the
beginning of a curve to the right having a radius of 990.00 feet, a central angle of 04 degrees 10
minutes 30 seconds and whose chord bears North 05 degrees 16 minutes 43 seconds East,a distance
of 72.12 feet;THENCE with the east right-of-way line of said Crowley Road and with said curve to
the right, an arc length of 72.14"feet to a point for the beginning of a curve to the left having a
radius of 610.00 feet, a central angle of 07 degrees 29 minutes 31 seconds and whose chord bears
North 03 degrees 37 minutes 12 seconds East, a distance of 79.71 feet; THENCE with the east
right-of-way line of said Crowley Road and with said curve to the left,an arc length of 79.76 feet to
a point for corner;THENCE North 00 degrees 07 minutes 47 seconds West, with the east right-of-
way line of said Crowley Road, a distance of 143.55 feet to the POINT OF BEGINNING of the
herein described Permanent Water Line Easement;
THENCE North 00 degrees 07 minutes 47 seconds West, with the east right-of-way line of said
i Crowley Road, a distance of 56.76 feet to a point for the beginning of a curve to the
right having a radius of 90.00 feet, a central angle of 52 degrees 22 minutes 09 seconds
and whose chord bears North 26 degrees 03 minutes 37 seconds East, a distance of
79.43 feet;
THENCE with the east right-of-way line of said Crowley Road and said curve to the right,an arc
length of 82.26 feet to a point for corner;
THENCE South 37 degrees 45 minutes 31 seconds East,a distance of 15.00 feet to a point for the
beginning of a non-tangent curve to the left having a radius of 75.00 feet,a central angle
of 52 degrees 22 minutes 11 seconds and whose chord bears South 26 degrees 03
minutes 38 seconds West,a distance of 66.19 feet;
THENCE with said non-tangent curve to the left,an arc length of 68.55 feet to a point for corner;
THENCE South 00 degrees 07 minutes 47 seconds East, a distance of 56.79 feet to a point for
corner;
Pagel of 3
"PCNCOW a ASWCjA7Y& ft • 157W SRUn D30 ST+YI RO* StOn 50 • FWT WORM TK 74117 . PH. E17-X495-1424 FPX 917-4M-ITM
2M JUIN I I Rl 3: 08
F�
G�
Sj
f3 D203166431
Gs CITY FW REAL PROPERTY 001
927 TAYLOR ST
fi{
FT WORTH, TX 76102
r.E
.E
A R N I N G—THIS IS PART OF THE OFFICIAL RECORD--D O N O T D E S T R O Y
f'
4
I N D E X E D -- T A R R A N T C 0 U N T Y T E X A S
S U Z A N N E H E N D E R S 0 N -- COUNTY CLERK
O F F I C I A L R E C E I P T
T 0: CITY FW REAL PROPERTY 001
RECEIPT NO REGISTER RECD—BY PRINTED DATE TIME
20332057n DR93 CAP 05/09/2003 09: 01
INSTRUMENT FEECD INDEXED TIME RECVD
1 D203166431 WD 20030509 09: 01 CG
T O T A L DOCUMENTS : 01 F E E S : 13 . 00
Ao
B Y.
ANY PROVISION WHICH RESTRICTS THE SALE RENTAL OR USE
OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE
IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.
M & C �ATE: 'S o
MOT: DOE
0 2
MAY-14-2003 WED 10:48 AM CITY FORT WORTH FAX NO., 817 871 8361 P.
CAMALOT WATER LINE P"ROVEMENTS
DOE#3120
Parcel#9
7521 CROWLEY ROAD
LOT 1, BLOCI{A, PARK WEST ADDITION
TEWORARY CONSTRUCTION EASEMENT
THAT VWE, SGD PARK WEST LLC, hereinafter referred to as "Grantor" for
and in consideration of One Dollar ($1.00) and other valuable consideration paid by the
City of Fort Worth, a municipal corporation of Tarrant County, Texas receipt of which is
hereby acknowledged, do grant; bargain and convey unto said City, its successors and
assigns, the use and passage in, over, and across, below and along the following parcel or
tract of land situated in Tarrant County, Texas, in accordance with the plat hereto
attached, to wit:
See Exhibit G°A"
It is further agreed and understood that City of Port Worth will be permitted the use of the
above described strip of land for the purposa of the construction of said water line
improvements. Upon completion of said improvements and its acceptance by the City of
Fort Worth, Texas, all rights granted within the above-described Temporary Construction
Easement shall cease.
The City of Fort Worth further agrees to require its contractors to restore all areas
disturbed during construction activities to a condition equal to or better than existed prior
to construction.
TO HAVE AND TO HOLD the above described premises, together with, all and
singular, the rights and appurtenances thereto in anywise belonging unto the said City of
Fort Worth, its successors and assigns, until the completion of construction. And I/we do
hereby bind myself/ourselves, my/our heirs, successors, and assigns, to warrant and
defend, all and singular, the said premises unto the said City of Fort Worth, its successors
and assigns, against every person whomsoever lawfully claiming or to claim the same or
any part thereof.
It is intended by these presents to convey a Temporary Construction Easement to the said
City of Fort Worth to construct the described improvements, with the usual rights ingress
and egress in the necessary use of such Temporary Construction Easement, in and along
said premises.
MAY-14-2003 WED 10,48 AM CITY FORT WORTH FAX K0. 817 871 8361 P. 03
IN WITNESS WHEREOF, Grantors have caused this instrument to be executed on this
the 15 day of —12003.
(_ sec
ACKNOWLEDGEMENT
THE STATE OF TEXAS §
COUNTY OF ' Ptd §
BEFORE ME, � " � ,the undersigned authority,
_ on this day personally ap �, known to me,
or proved to me to be the person whose name is subscribed to the foregoing instrument,
and acknowledged to me that he/she executed the same for the purposes and
consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the„ _day of
GENERAL NOTARY-State of Nebraska
LISA O.HANSEN I ��
My Comm.Exp.Dec.30,2003
�, tary Public,Stara of
My Commission expires on the 15J day of 20-03 .
�� RECAe�NC• ��u�eu �; .
ROBERT HUMPHREYS. LAND AGENT M C: .�DE�T
CITY OF FORT WORTH
REAL PROPERTY MANAGEMENT
927 TAYLOR AGENT: "JOSE iF:
FORT WORTH, TEXAS 76102
MAY-14-2003 WED 10;48 AM CITY FORT WORTH FAX N0, 817 871 8361 P. 03
IN WITNESS WHEREOF, Grantors have caused this instrument fo be executed on this
the_ 15 day of G ,2003.
LL
ACKNOWLEDGEMENT
(ln.ts-tom.
THE S'P'ATE OF'PELXAS §
COUNTY OF Q'Na §
BEFORE ME s` "� '� _ , the undersigned authority,
on this day personally known to me,
or proved to me,to be the person whose name is subscribed to the foregoing instrument,
and acknowledged to me that he/she executed the same for the purposes and
'$ consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the, _day of
,20d....q.
II GENERAL NOTARY-State of Nebraska /
LISA Q.HANSEN
My Comm.Eq.Dec.30,2003
Lary Public,Suue of `vx- <�
My Commission expires on the day of ,20�_.'
ROBERT HUMPHRE Y S. LAND AGENT —Z4(.-oj
CITY OF FORT WORTH
REAL PROPERTY MANAGEMENT
927 TAYLOR AGENT: ;30E
FORT WORTH, TEXAS 76102
EXHIBIT , "A "
5.0' 1►mm EA501ENT
VOL. M-173. PG. 12
PART.C.T.
,0A' X 20.0' FIRE HYDRANT EASEMENT — 20.0' EMERGD4CY ACCESS
'1 o VOL 3e6-173. Pc. ,z k UTILITY
w P.R.T.C.T. VOL 588-173, PG. 12
M ———— P.R.i-—
'70.00 I
I
TEMPORARY CONSTRUCTION
EASEMENT
309 SO. FT. OR
0.007 ACRE
IE
� I I
d I
q I LOT 1
I BLOCK A
PARK WEST ADDITION
VOL. 388-173, PG. 12
P.R.T.C.T.
ai SGD PARK WEST LLC.
V Id I VOL 13496, PG. 507
D.R.T.C.T.
I I
i I
TEMPORARY CONSTRUCTION
a I I EASEMENT
\137 SO. FT. OR
0.003 ACRE
' nU
CL
a lip,
7.53 I TEMPORARY CONSTRUCTION
x 247' I EASEMENT
o I 487 SO. FT. OR
0.011 ACRE
--1 --------------------
20.00• 26.0• EMERGENCY ACCESS
t UrLITY EASEMENT
VOL 368-173. PC. 12
PAT.C.T.
7.
ro 1�----- ---- ------ `
5.0' mRl1Y EASEMENT
VOL 388-173. K. 12
P.R.T.C.T.
0 25 50 100
SCALE IN FEET
OMIT SHOW,NG
A
TEMPORARY CONSTRUCTION EASEMENT
O M)A PORTION OF
LOT 1, BLOCK A
PARK WEST ADDITION
AN ADOMON TO THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
RECORDED IN VOLUME 388-173, SLIDE 12
OF THE
PLAT RECORDS OF TARRANT COUNTY, TEXAS
EPROJECT: T WAT R UN IMP M S DOE No. 3120
ONSTRUCTI ON EASEMENT AREA: 933 S ARE FEET OR 0.021 ACRES
1 ORAWN BY:JLC CARD FLU-MIELOT-ESUMANG
18, 2002 PAGE 1 OF 1 SCALE 150'
k ASSOCIATES INC. 6707 BRENTWOOD STAIR ROAD SUITE 50 FORT WORTH TX. PH. 81 7 498-1424 FAX 817/496-1768_
APPENDIX D
-� (Previous Versions obsolete)
APPROVAL
TO:. CITY OF FORT WORTH Permit#220-W-043-03
1000 THROCKMORTON Hwy. No. FM 731 (Crowley Rd.)
FORT WORTH,TEXAS 76102 Maintenance Section No.03
ATT.MR.D00 J. KIM County: S.W.Tarrant County
817-871-8252 Date: February 21,2003
_ Reviewed By:Clara Elliott
The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your
proposed INSTALLATION OF AN 8'AND12' WATER LINE as shown by accompanying drawings and notice dated
12-05-2002,except as noted below.
It is expressly understood that the TOOT does not purport, hereby,to grant any right, claim, title, or easement in or
upon this highway: and it is further understood that the TOOT may require the owner to relocate this line, subject to
provisions of governing laws, by giving thirty (30)days written notice.
You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires
pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to
govern in trimming,topping,tree balance,type cuts, painting cuts and clean up. These spe0cations are intended to
preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming.
The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the
requirements as set forth herein,the State may take such action, as it deems appropriate to compel compliance. See
special provisions tided'Speafications for UTILITY INSTALLATIONS'.
➢ Additional requirements: - BORE ALL EXISTING PAVED DRIVEWAYS, ROADWAYS, AND HIGHWAY
STRUCTURES. BORES SHALL EXTEND FIVE FEET BEYOND STRUCTURES. SPECS INCLOSED,
IMPLEMENT PROPER AND SAFE TRAFFIC CONTROL AND CLEANUP.
Please notify CLARA ELLIOTT at 817-370-6585 48 hours prior to staffing construction of the line in order that we
may have a representable present. The spec sheets, state approved plans, and permit approval shag be kept on the
job sle through the duration of the installation.
w
Texas Department of Transportation-Fort Worth
Maribel P.Chbvez, P.E. District Engineer
�w By: Perry G. Burnett
District Right of Way Utility Supervisor
Notice of Proposed Installation
ra»°
Fam Utility Line on Non-Controlled Access Highway
(R-.V"
Ektforia verson GSD EPC Ward 97)
?ape 1 of 3
To the Texas Transportation Commission Date December 5, 2002
c/o District Engineer
Texas Department of Transportation
Fort Worth ,Texas
Formal notice is hereby given that The City of Fort Worth
Company proposes to place 8"and 12" Water
lines within the right-of-way Crowley Road FM 731 in Tarrant County
Texas as follows:(give location, length, general design,etc.)
• SEGMENT 1
■ Crowley Road (FM 731)and West Everman Parkway
- SW Crowley Rd. ROW-east to SE ROW then north along Crowley Road to approximately 1580' north of the
intersection
■ 12"PVC Water Pipe, approximately 2160 LF,3.5'min.cover
■ Crowley Road and West Everman Parkway crossings will both be-bored with 20"Casing. Remaining will be open cut
■ SEGMENT2
■ East ROW of Crowley Road(FM 731)from Country Manor Road north to Wurzburg Drive
■ W High Density Polyethylene Water Pipe(HDPE), approximately 290 LF,7'cover
■ Directional Drill Boring Installation
■ Portions of the line will be located below existing utilities.
• SEGMENT 3
■ East ROW of Crowley Road (FM731)from Wurzburg Drive north to Pantego Drive
■ 8"High Density Polyethylene Water Pipe (HDPE), approximately 260 LF,7'cover
■ Directional Drill Boring Installation
■ Portions of the line may possibly be located below existing utilities.
■ SEGMENT 4
■ East ROW of Crowley Road (FM 731)from Whittenburg Drive north to Heidelberg Drive
■ 8"High Density Polyethylene Water Pipe(HDPE),approximately 265 LF,T cover
0 Directional Drill Boring Installation
0 Portions of the line will be located below existing utilities
The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing
laws, including but not limited to the'Federal Clean Water Act,'the"National Endangered Species Act:and the"Federal
Historic Preservation Ad' Upon request by TxDOT, proof of compliance with all governing laws,rules and regulations will
be submitted to TxDOT before commencement of construction.
Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed
installation,and we will revegetate the project area as indicated under "Revegetation Special Provisions'
Our firm will ensure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic
Control Devices will be installed and maintained for the duration of this installation.
The location and description of the proposed line and appurtenances is more fully shown by six(6)
complete sets of drawings attached to this notice.
Construction of this line will begin on or after the 1 st day of March , 2003
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
conditionstprovisions included in this permit.
Firm City of Fort Worth
By(Print) o X to
Signature
Title
Address 1000 Throckmorton
Fort Worth,TX 76102
• Phone No.
R
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BACKFILL OF UTILITY TRENCHES
DESCRIPTION , ,.-+
This specification shall govern backfill of trenches, which have been dP&edZzf-
way e
removal, adjustment, or installation of utility lines within the limits,of,�highway or highway construction projects.
Type 1 Baci 111 shall be used in all cases except the following:
Type 2 Backflll, when allowed by the permit, agreement, or by the Texas
Department of Transportation representative, may be used only in
trenches parallel and adjacent to right-of-way lines and in areas where
there will be no earth work construction or construction traffic except that
this method may be used for placing backfill which will later be removed
by highway construction.
Type 3 or 4 Backfill may be required for special conditions where the
possibility of settlement or erosion of backfill must be eliminated or when,
after backfll is started, It becomes apparent that Type 1 Backfill is
unsuitable.
Type 5 Backflll may be used in special locations where allowed by the
permit, agreement, or by the Texas Department of Transportation
representative.
Type 1 Backfill (Compacted Backfill)
Type 1 backfll shall consist of compacted material obtained from suitable
soil excavated from the trench, or from sources outside the highway right
of-way. Material shall be free of rock, lumps, or clods that will not break
down under compaction.
Backfill material shall be placed in the trench in layers not to exceed 6" in
depth and compacted. Water shall be added as required to facilitate
compaction.
Compaction shall be done with rollers or mechanical tamps. Use of rollers
will be permitted only when such use is not believed detrimental to any
. highway facility and the type roller used is acceptable to the Texas
Department of Transportation representative. When rollers are employed,
mechanical tamps shall be used along sides of trench to compact any
backfill that cannot be reached with rollers. Compacting shall be
continued until a backfill density equal to that of the adjacent, undisturbed
material has been obtained.
Where trenches lie within the limits of drainage ditches and channels,
which are In rock, the Type 1 Backfill used in trench shall be sealed with Y
of concrete backfill, struck off flush with the top of rock.
a. -tL) 1 nuU 1—RUw—VU"V '7 Nu.41--b �
(Backfill of Utility Trenches Page 2)
Type Z Backfill (Water.7etted 8ackfill)
Type 2 Backfill shall consist of suitable material excavated from the trench
or other acceptable material obtained from sources outside the highway
- right-of-way.
Backfill shall be placed in the trench in layers not to exceed 2' in depth by
blading, dozing, or other approved means and then jetted with water
delivered under pressure through a metal jet. After the trench is filled
and jetted, additional material shall be mounded thereon and rolled with
construction equipment.
Type 3 BackfiII (S7ablllzed Sandy Soil or Washed Sand)
Stabilized backfill shall consist of either sandy soil free of lumps and clods
or washed concrete sand, stabilized with two sacks of Portland Cement
per cubic yard.
r if aggregates are not sufficiently moist to produce a mixture suitable for
compaction, water shall be added as required. Ether transit-mix or
stationary type mixers may be used.
Type 4 Backfill (Lean Conc&*te)
Concrete backfill shall contain two sacks of Portland Cement per cubic
yard of concrete as may be specified by the agreement or permit or by the
Texas Department of Transportation representative.
Concrete aggregates shall be washed.
Concrete may be mixed on the project in an approved mixer or in an
approved central mixing plant. Slump shall be between 3" and b" as
directed by the Texas Department of Transportation representative.
Concrete shall be deposited In lifts not to exceed 18" in depth. Sufficient
vibration shall be done to eliminate voids but care shall be exercised that
contamination by adjacent soil does not occur during vibration. All
concrete shall be placed within one hour after mixing.
Type 5 Backfill (Uncompacted)
Type 5 Backflll shall consist of materials, which have been removed from
the trench. The material shall be pulverized and wetted if necessary, then
replaced in the trench by blading, dozing, or other suitable methods.
- Excess material shall be mounded on the trench and compacted by rolling
with construction equipment. Ridges created by such mounding shall be
left suf clently flat so as not to interfere with mowing or other
maintenance operations.
M&C Request Review Pagel of 2
Nome I Council Agenda I M&C I Employee Directory I Morning Report � Ads I PKS I Solution Zone I Departments I Site Map
Print M&C
COUNCIL ACTION: Approved on 12/9/2003 -Ordinance No. 15793
DATE: 12/9/2003 REFERENCE NO.: ""C-19884 LOG NAME: 30CAMELOT
CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Appropriation Ordinance and Award of Contract to Cleburne Utility Construction Company for
Water Main Improvements Located in the Camelot Neighborhood Area
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the City Manager to transfer$1,060,139.00 from the Water and Sewer Fund to the Water
Capital Project Fund; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Water Capital Project Fund in the amount of$1,060,139.00 from available funds; and
3 Authorize the City Manager to execute a contract with Cleburne Utility Construction Company in the
amount of$938,175.00 for water main improvements in the Camelot neighborhood area.
DISCUSSION:
This project will improve water pressure throughout the Camelot subdivision, located on the soutlhside of
Fort Worth. In order to provide improved water pressure, it is necessary to extend the Southside III Main
from the intersection of Crowley Road and Sycamore School Road to this area.
This project consists of 1,500 feet of 8-inch pipe, and 3,700 feet of 12-inch pipe, and one pressure-reducing
valve.
This project was advertised for bid on August 28 and September 4, 2003. On October 2, 2003, the following
bids were received:
Bidder Amount Time of Completion
Cleburne Utility Construction Company $ 938,175.00 180 Calendar Days
Atkins Bros. Equipment Company, Inc. $ 939,569.55
Jackson Construction, Ltd. $ 961,992.00
Rainer Construction Company $1,159,813.50
Brett Construction, Inc. $1,175,879.09
William J. Schultz, Inc. d/b/a Circle "C" $1,192,187.50
Construction Company
Holloman Corporation $1,227,013.64
Barson Utilities, Inc. $1,372,464.45
Patco Utilities $1,585,523.00
http://"-,N,.cfwnet.org/council_packet/mc review.asp?ID=1329&councildate=12/9/2003 12/9/2003
M&C Request Review Page 2 of 2
In addition to the contract cost, $93,818.00 is needed for construction inspection and survey, as well as
$28,146.00 for contingency funds to cover change orders for water mains improvement.
Cleburne Utility Construction Company is in compliance with the City's M/WBE Ordinance by committing to
21% M/WBE participation. The City's goal on this project is 20%.
This project is located in COUNCIL DISTRICT 6, Mapsco 104D and 104H.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation No. 1 and adoption of
the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of
the Water Capital Projects Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
$11,060,139.00 PE45 538020 0609090 $1,060,139.00
$966,321.00 3) $938,175.00
2) PW53 531350 03053177810 $93,818.00
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: A. Douglas Rademaker (6157)
ATTACHMENTS
30Camelot.pdf
http://www.cfwnet.org/council_packet/mc review.asp?ID=1329&councildate=12/9/2003 12/9/2003