HomeMy WebLinkAboutContract 38246-SPE CIFICATIO "S
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CONTRACT DOCUMENTS
FOR
CITY SEC RETA y 3<7"'~ CO NTRAC T NO . c,ot.: a
SANITARY SEWER REHABILITATION
CONTRACT LXIX (69) - P T 2
· .llY SECRETARY
D.O.E. No. 5405
File No. X-19513
r n E. Fil E
Sanitary Sewer Main M 244-~, ;-~;u .-.Ti 1.\J'S r ·op· y
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CLIENT DEPARTMENT
WATER DEPT. PROJECT No. P258 541200 705170 091583
IN
MIKE MONCRIEF
M AYOR
THE CITY OF FORT WORTH, TEXAS
MAY2008
DAL E A. FISSELE R, P.E
CITY M ANAGER
G REG SIMMONS
ACTING DIRECTOR OF TRANSPORTATION
AND P UBLIC WORKS DE P ARTM E NT
S. FRANK CRUMB, P.E.
DIRECTOR OF WATER DEPARTME NT
A. DOUGLAS RADEMAKER, P.E.
OF ICIAl RECORD
CITY SECRETARY
FT.W RTH,TX
DIRECTOR OF ENGINEERING DEPARTMENT
Prepared by :
TranSystems Corporation Consultants
500 West Seventh St., Suite 1100
Fort Worth, T exas 76102
02 -18-09 P03:48 IN
[)ORIGINAL
Official site of the City of Fort Worth, Texas
CITY C OUNCI L AGENDA
FoRr Wcrnn1
~
COUNCIL ACTION: Approved on 2/3/2009 -Ord. No. 18470-02-2009
DATE:
CODE:
2/3/2009
C
REFERENCE NO.:
TYPE:
C-23330 LOG NAME:
PUBLIC
NON-CONSENT HEARING:
60CONT69P2
NO
SUBJECT: Authorize a Contract with Conatser Construction TX , LP , i n the Amount of $1 ,391 ,744 .00
for Sanitary Sewer Rehabilitation Contract LXIX -Part 2 and Adopt Appropriation
Ordinance
RECOMMENDATION:
It is recommended that the City Council :
1. Authorize the transfer of $1,488 ,496.00 from the Water and Sewer Fund to the Sewer Capital
Projects Fund ;
2. Adopt the attached appropriation ordinance increasing receipts and appropriations in the Sewer
Cap ital Projects Fund in the Amount of $1,488,496 .00 ; and
3. Authorize the City Manager to execute a contract with Conatser Construction TX , LP , in the
amount of $1 ,391 ,744 .00 for the construction of Sanitary Sewer Rehabil itation Contract LXIX (69)-
Part 2 .
DISCUSSION:
On January 20 , 2004 , (M&C No . C-19937) the City Council authorized the City Manager to execute
an Engineering Agreement with TranSystems Corporation Consultants for the preparation of plans
and specifications for Sanitary Sewer Rehabilitation Contract LXIX (69) V illage Creek Dra inage
Basi n.
The purpose of this project was two-fold : eliminate sanitary sewer overflows within the Village Creek
Dra inage Basin and restore the max imum capacity of the existing Village Creek parallel interceptors .
Part 2 of this project consists of the replacement of approximately 3 , 120 feet of existing 30 inch sewer
main M-244-B with 48 inch pipe . This portion of the line has been out of serv ice due to a collapse in
the line , reducing the overall capacity of the interceptor system . By returning this portion of M-244-B
to serv ice , the full capacity of the parallel interceptors will be restored.
The project was advert ised for bid on June 19 and 26 , 2008 , in the Fort Worth Star-Telegram . On
October 23 , 2008 , the following bids were received :
Bidder Amount Contract Time
Conatser Construction TX, LP $1,391,744.00 180 Calendar Days
Circle C Construction $1 ,394 ,995 .00
Jackson Construction $1 ,729 ,124 .00
Gin-Spen , Inc . $1 ,779 ,538 .10
Lewis Construction $1 ,888 ,050.00
ls .J. Louis Construction of Texas LP !$1,907 ,583.23
• Jo., i • '
In addition to the contract cost , $55 ,000 .00 is included for inspection , survey and material testing and
$41,752 .00 is provided for project contingencies .
M/WBE-Conatser Construction TX, LP, is in compliance with the City's M/WBE Ordinance by
committing to 7 percent M/WBE participation and documenting good faith effort. Conatser
Construction TX, LP, identified several subcontracting and supplier opportunities. However, the
M/WBEs contacted in the areas identified did not submit the lowest bids . The City's goal on this
project is 17 percent.
The project is located in COUNCIL DISTRICTS 5, Mapsco 80Q, R and M .
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that upon approval and completion of the
above recommendations and the adoption of the attached appropriation ordinance , funds will be
available in the current capital budget , as appropriated of the Sewer Capital Projects Fund.
TO Fund/Account/Centers
1&2)
P258 476045 7051700915ZZ
2.1
P258 531350 705170091552
2.1
P258 541200 705170110383
2.1
P258 541200 705170110384
2.1
P258 531350 705170110384
2.1
P258 531350 705170110385
$1,488,496 .00
$12 ,000 .00
$1,433,496 .00
$5,000.00
$8,000.00
$30,000.00
Submitted for City Manager's Office by:
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
60CONT69P2 ORD .doc
60CO NT69P2MAP . gdf
FROM Fund/Account/Centers
1) PE45 538040 0709020 $1,488,496.00
~
P258 541200 705170091583 $1,391 ·744 ·00
Fernando Costa (6122)
S . Frank Crumb (8207)
David Cooper (8252)
lV.lOC\., 1't::V lt::W .&. """0"" .... _ ..... -..
Official site of the "'rLy elf Fort Worth, Texas
CITY COUNCIL AGENDA . -,
fORT\VORTH
~
; • • 'I
COUNCIL ACTION: Approved on 2/3/2009 -Ord. No. 18470-02-:
DATE:
CODE:
2/3/2009
C
REFERENCE NO.:
TYPE:
C-23330 LOG NAME:
PUBLIC
NON-CONSENT HEARING:
SUBJECT: Authorize a Contract with Conatser Construction TX, LP, in the Amoun
for Sanitary Sewer Rehabilitation Contract LXIX -Part 2 and Adopt Ap1
Ordinance
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $1,488,496.00 from the Water and Sewer Fund to the ·
Projects Fund;
2 . Adopt the attached appropriation ordinance increasing receipts and appropriatic
Capital Projects Fund in the Amount of $1,488,496.00; and
3. Authorize the City Manager to execute a contract with Conatser Construction T
amount of $1,391,744.00 for the construction of Sanitary Sewer Rehabilitation Co ,
Part 2.
DISCUSSION:
On January 20, 2004, (M&C No. C-19937) the City Council authorized the City Mc
an Engineering Agreement with TranSystems Corporation Consultants for the pre
and specifications for San itary Sewer Rehabilitation Contract LXIX (69) Village Crr
Basin.
The purpose of this project was two-fold: eliminate sanitary sewer overflows withir
Drainage Basin and restore the maximum capacity of the existing Village Creek p,
Part 2 of this project consists of the replacement of approximately 3,120 feet of ex
main M-244-8 with 48 inch pipe. This portion of the line has been out of service dl
the line, reducing the overall capacity of the interceptor system. By returning this ~
to service, the full capacity of the parallel interceptors will be restored.
The project was advertised for bid on June 19 and 26, 2008, in the Fort Worth Sta
October 23, 2008, the following bids were received :
Bidder Amount Co
Conatser Construction TX, LP $1,391,744.00 180 Cal
Circle C Construction $1,394,995.00
Jackson Construction $1,729,124.00
Gin-Spen, Inc. $1,779,538.10
Lewis Construction $1,888,050.00
S.J. Louis Construction of Texas LP $1,907,583.23
http ://apps .cfwnet.org/council _packet/mc _review.asp?ID= 10954&counci ... 2/4/2009
Jul .22. 2008 3: 15PM TranS Ystems
CITY OP FORT WORTH
DEPARTMENT OF ENGINEERING
ADDENDUM NO. I
No.6319 P. 2/2
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
SANITARY SEWER MAIN REHABILITATION
Village Creek Drainage Basin Contract LXIX (69) -Part 2 (M-244B)
D.O.E. NO. 5405
WATER PROJECT NO. P258 541200 705170091S83
BID RECEIPT DATE: 1:30 PM, August 7, 2008
ISSUED: July 22, 2008
Prospective bidders are hereby notified of the following :
I. Sealed proposals wm be received at the Purchasing Office until 1 :30 PM,
Thursday, August 7, 2008
2 . The bid o~ning is hereby poi:.iponed to August 7, 2008
3. All other provisions of the plans, specifications and contract documents for
the project which are not express}y amended herein shall remain in full force
and effect
This Addendum No. l forms a part of the Contract Documents referenced above and
modifies the Original Contract Documents and Plans .. Acknowledge receipt of this
Addendum in the space provide below, in the proposal (page B 1-9) and acknowledge
receipt on the outer envelope of your bid. Failure to acknowledge receipt of this
Addendum could subject the bidder to disqualification .
RECEIPT ACKNOWLEDGED: A . Douglas Rademaker, P .E., Director
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ompany~ ~ db:rstw [ ~,X, r.f o
-~-5. 2008 3: 44PM TranS Ys te ms
CITY OF FORT WORTH
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 2
No.6504 P. 2/2
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
SANITARY SEWER MAIN REHABILITATION
Village Creek Drainage Basin Contract LXIX (69)-Part 2 (M-244B)
D.O.E. NO. 5405
WATER PROJECT NO. })258 S41200 705170091583
BID RECEIPT DATE: 1:30 PM, August 14, 2008
ISSUED: August 5, 2008
Prospective bidders are hereby notified of the following :
1. Sealed proposals will be received at the Purchasing Office until I :30 PM,
Thursday, August 14, 2008
2 .. The bid opening is hereby postponed to August 14, 2008
3 . All other provisions of the plans, specifications and contract docwnents for
the project which are not expressly amended herein shall remain in full force
and effect.
This Addendum No. 2 forms a part of the Contract Documents referenced above and
modifies the Original Contract Documents and Plans. Acknowledge receipt of this
Addendum in the space provide below, in the proposal (page B 1-9) and acknowledge
receipt on the outer envelope of your bid. Failure to acknowledge receipt of this
Addendum could subject the bidder to disqualification.
RECEIPT ACKNOWLEDGED: A . Douglas Rademaker, P .E ., Director
~Aug. 1 • 2008 9:12AM TranSYstems No .6607 P. 2
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CITY OF FORT ·WORTB
DEPARTMENT OF ENGINEERING
. ADDENDUM NO. 3
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
\
SANITARY SEWER MAIN REIIABILITATION
Village Creek Drainage Basin Contract LXIX (69)-Part 2 (M-244B)
D~OX. NO~ 5405
WATER PROJECT NO. P2S8 541200 705170091583
.. JJID-.UCEDT DATE: 1:30 PM, September 4, 2008:
ISSUED: Aaguat 12, 2008
Prospective bidders are hereby notified of the following:
-.J.... ''
1. Sealed proposals will be received at the Purchasing Office 11I1til 1:30 P~
Thursday, Sq,t.ember 4, 2008.
2. The bid opening is hereby postponed to September 4, 2008
3. All other provjsions of the plaos, specifications and contract documents for
the· project whiclt ate-not expressly· amaided hemn shaU remaiu in full force-
aod effcct.
This .Addendum No. 3 fuaos a part of 1be Contract Documents referenced above and
modifies the Original Contract Documents and Plans. .Acknowledge moeipt of this
Addendmn in ihe space provide below .. in the proposal (page Bl-9) and acknowledge
receipt on the outer envelope of your bid. Failure to BQknowtedge receipt of this
}\ddcodPm could subject the bidder to disqualification.
RECED!r ACKNOWLEDGED:
Sep . 2. 2008 2:16PM TranS Ys terns No .6811 P. 2/2
·----------G-1.'.A'-()F-FQRT-WOR~H ...... · ··· --····· -··· ··· · ···-··· ·
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 4
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
SANITARY SEWER MAIN REHABILITATION
Village Creek Drainage Basin Contract LXIX (69) -Part 2 (M-244B)
D.O.E. NO. 5405
WATER PROJECT NO. P258 541200 705170091583
BID RECEIPT DATE: 1:30 PM, October2~2008
ISSUED: September 2, 2008
Prospective bidders arc hereby notified of the following :
I . Sealed proposals will be received at the Purchasing Office until I :30 PM,
Thursday, October 2. 2008.
2 . The bid opening is hereby postponed to October 2, 2008.
3 . All other provisions of the plans, specifications and contract docwnents for
the project which are not expressly amended herein shall remain in full force
and effect
This Addendum No. 4 forms a part of the Contract Documents referenced above and
modifies the Original Contract Documents and Plans. Acknowledge receipt of this
Addendum in the space provide below, in the proposal (page B 1-9) and acknowledge
receipt on the outer envelope of your btd. Failure to acknowledge receipt of this
Addendum could subject the bidder to disqualification..
RECEIPT ACKNOWLEDGED: A.. DouglasRadcmakcr, P .E ., Director
By:~ By: To~ s£okl
~cCc>osbu dMI.Yi lP ~ Gopal Sahu, P .E ., Project Manager
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SeP.30. 2008 3:49PM TranSYs t ems
CITY OF FORT WORTH
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 5
No.7192 P. 2/2
TO THE PLANS, SPECJFICATIONS AND CONTRACT DOCUMENTS FOR
SANITARY SEWER MAIN REHABILITATION
Village Creek Drainage Basin Contract LXIX (69) -Part 2 (M-244B)
D.O.E. NO. S405
WATER PROJECT NO. P2S8 541200 705170091583
BID RECEIPT DATE: 1:30 PM, October 23, 2008
ISSUED: SepteJUbeJ" 30, 2008
Prospective bidders are hereby notified of the following:
1. Sealed proposals will be received at 1he Purchasing Office umil 1:30 PM,
Th'IW3day, October 23, 2008.
2. The bid opening is hereby postponed to October 23, 2008. .
3. The Project Manager for the City of Fort Worth h~ changed to David Cooper,
P .E. (Wm:r Department). Mr. Cooper can be contacted at 817/392-8252.
4. All other provisions of 1he plans, specifications and CODttact docom.enfii fur
the project which are not expressly amended herein shall remain in full force
and effect.
This Addendum No. 5 forms a part of the Contract Documents referenced above and
JDOdifies the Original ContJ:act Docmn.cnts end Plans. Acknowledge receipt of this
Addendum in the space provide below, in the proposal (page Bl-9) and acknowledge
receipt on 1be outer envelope of your bid. Feil.me to acknowledge receipt of this
Addendttnl could subject the bidder to clisqu.elification.
RECEIPT ACKNOWLEDGED; A. Douglas Rademaker, P .E., Director
B~-
,-uu.,I,HU-1;~cCcostrt 1d:an "TJ,tf>David Cooper, P .E.., Project Manager
CITY OF FORT WORTH
WATER DEPARTMENT
ADDENDUM NO. 6
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
SANITARY SEWER MAIN REHABILITATION
Village Creek Drainage Basin Contract LXIX (69) -Part 2
D.O.E. NO. 5405
WATER PROJECT NO. P258 541200 705170091583
BID RECEIPT DATE: 1:30 PM, October 23, 2008
ISSUED: October 20, 2008
This Addendum No. 6 forms a part of the Contract Documents referenced above and modifies the Original
Contract Documents and Plans. Acknowledge receipt of this Addendum in the space provided below, in the
revised proposal (page Bl-9R) and acknowledge receipt on the outer envelope of your bid. Failure to
acknowledge receipt of this Addendum could subject the bidder to disqualification.
The Plans, Specification and Contract Documents for SANITARY SEWER MAIN REHABILITATION -
Village Creek Drainage Basin Contract LXIX (69)-Part 2, are hereby revised by Addendum No. 6 as
follows:
PLANS
1. Delete plan sheets 1-17 in their entirety. Replace with attached sheets IR, 2-4, 5R-12R, 13, 14, 15R,
16R and 17R.
2. Use the following special instructions for bypass pumping around the existing diversion structure at
Station 61+19.
10/20/08
a. The Contractor shall use the maximum wet weather event pipe capacity of 53 mgd to bypass
flows from sanitary sewer M -503 and M-244B upstream of the diversion structure. Flow
rates during dry weather have not been determined, but will be lower. The maximum wet
weather flows for sewer M-503 and M-244B are based on record drawings pipe capacities.
The above mentioned flows for each sewer are indicated on sheet 12R (plan view).
b. The Contractor shall keep wastewater below the pipe crown for sanitary sewer M -503 and
M-244B upstream of the project. The contractor is allowed to surcharge the downstream
sanitary sewers under the direct supervision of" The Engineer." The maximum downstream
wet weather pipe capacities are estimated at 42 mgd. The flows for each sewer are indicated
on sheet SR (profile view).
c . The Contractor will be allowed to discharge bypassed wastewater to M-244B at station
60+60BK and M-503 at 84+09 downstream of the proposed diversion structure. All bypass
pumping operation shall be approved by "The Engineer." A map of the system is located on
plan sheet 3 .
d. The Contractor shall be responsible for all consequences of overflows resulting from
construction activities and bypass pumping including, but not limited to, clean up costs, fines,
etc.
I of2 Addendum No .6
SPECIFICATIONS
1. Delete Part B -Proposal in its entirety and replace with the attached Part B -Proposal (page B 1-1 R
to Bl-9R).
2 . Add Item 4. Vertical Stop Log Height Requirement to Part DA-Additional Special Condition,
DA 123 Stop Logs Assemblies B. Products (page ASC 45). This item shall state:
· "4. The Contractor shall supply 12 vertical feet of stop logs for this project to fit the
dimensions stated on plan sheets l SR and l 6R. These stop logs will be used to fill
two of the three stop log slots in the Diversion Structure at Station 61+ 19."
3. Use Fort Worth General Contract Document specification El-7 Ductile Iron and Grey Iron Fittings
and El-32 Pressure Class Ductile Iron Pipe. Ductile iron pipe is used for proposed 48" sanitary
sewer as indicated on plans sheet SR and 6R. Ductile iron pipe is also used for the City of
Dalworthington Gardens 12" water line on plan sheet 6R.
4. Use Fort Worth General Contract Document Figures 9 -Horizontal Blocking Detail and Horizontal
Blocking Table, and Figure 11 -Vertical Blocking Detail for the relocation of the City of
Dalworthington Gardens 12" water line on plan sheet 6R.
All other provisions of the addendums, plans, specifications and contract documents for the project which are
not expressly amended herein shall remain in full force and effect.
Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-
responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal.
S. Frank Crumb, P .E., Water Department Director
B~---
ny:{1YXtl:\s.£r-Orr:ehLLC;t ,·~TJ1L.f David Cooper, P.E., Project Manager
10/20/08 2 of2 Addendum No.6
TABLE OF CONTENTS
Part A -Notice to Bidders
Special Instructions to Bidders (Water Department)
City of Fort Worth Minority/Women Business Enterprise Policy
SRF Funding
0 Contract Conditions
0 Contractor 's Act of Assurance
0 Contractor's Act of Assurance Resolution
Part B -Proposal
Part C -General Conditions
Part Cl -Supplementary Conditions to section C
Part D -Special Conditions
Part DA -Additional Special Conditions
Certificate of Insurance
Part F -Bonds (City of Fort Worth)
0 Performance Bond
0 Payment Bond
0 Maintenance Bond
Part G -Contract (City of Fort Worth)
Appen di x A -Eas em ents and Permits
A ppendix B -Miscellaneous Fort Worth Standards
Appendix C -Miscellaneous
G:\FW03 \00591Specs\Part 2\TC.doc
TC -1
Part A -Notice to Bidders
NOTICE TO BIDDERS
Sealed proposals for the following
For: Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2,
D.O.E. No. 5405
Water Dept. Project No. P258 541200 705170091583
Addressed to Mr. Dale A. Fisseler, P.E., City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 P.M., Thursday, July 24, 2008, and then publicly opened and read aloud at
2:00 P.M. in the Council Chambers. Plans for this project may be obtained at the office of the Department
of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans
and documents will be provided for a fee of thirty dollars ($30.00), such deposit being non-refundable.
Additional sets may be purchased on a nonrefundable basis for thirty dollars ($30.00) per set.
There will be a pre-bid conference July 8, 2008 at 11:00 am, in the Transportation and Public Works
Conference Room No. 270, 2°d floor, City Municipal Building, 1000 Throckmorton Street, Fort
Worth, Texas 76102.
The major work on the above project shall consist of the following:
10 EA
450 LF
797 LF
333 LF
1743 LF
1 EA
5' Diameter Manholes
48-inch DI Sanitary Sewer by Open Cut
48-inch Sanitary Sewer by Open Cut
42-inch Sanitary Sewer by Open Cut
36-inch Sanitary Sewer by Open Cut
Junction Structure
Bid security is required in accordance with the Special Instruction to Bidders. 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. Bids that do not acknowledge receipt of all Addenda maybe
rejected as being non-responsive. Information regarding the status of Addenda may be obtained by
contacting the Department of Engineering at 817-392-7910.
The Affidavit Statement of the City of Fort Worth Minority and Women Business enterprises Specifications
must be submitted with the bid at the time of bid opening. Failure to submit the affidavit statement with the
bid shall result in the rejection of the bid as non-responsive.
For additional information concerning this project, please contact Gopal Sahu, P.E., City Project Manager,
at 817-392-7949 or Kent Lunski, P.E. (Project Manager), at 817-339-8950.
Advertising Dates:
June 19. 2008
June 26. 2008
Fort Worth , Texas
G:\FW03\0059'Specs\Part 2WB 59.doc
NB-1
PART A -COMPREHENSIVE NOTICE TO BIDDERS
Sealed proposals for the following:
For: Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2,
D.O.E. No. 5405
Water Dept. Project No. P258 541200 705170091583
Addressed to Mr. Dale A. Fisseler, P.E., City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 P.M., Thursday, July 24, 2008, and then publicly opened and read aloud at
2:00 P.M. in the Council Chambers. Plans for this project may be obtained at the office of the Department
of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans
·and documents will be provided for a fee of thirty dollars ($30.00), such deposit being non-refundable.
Additional sets may be purchased on a nonrefundable basis for thirty dollars ($30.00) per set.
All bidders will be required to comply with Provisions 5159a of''Vemon's Annotated Civil Statutes" of the
State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as
amended by City Ordinance No. 7400, Fort Worth City Code Sections 13-A-21 through 13-A-29),
prohibiting discrimination in employment practices.
There will be a pre-bid conference Tuesday, July 8, 2007 at 11:00 am, in the Transportation and
Public Works Conference Room No. 270, 2nd floor, City Municipal Building, 1000 Throckmorton
Street, Fort Worth, Texas 76102.
The major work on the above project shall consist of the following:
10 EA
450 LF
797 LF
333 LF
1743 LF
1 EA
5' Diameter Manholes
48-inch DI Sanitary Sewer by Open Cut
48-inch Sanitary Sewer by Open Cut
42-inch Sanitary Sewer by Open Cut
36-inch Sanitary Sewer by Open Cut
Junction Structure
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications. The improvements included in this project must be performed by a contractor who is pre-
qualified by the Traffic Department at the time of bid opening. The procedures for pre-qualification are
outlined in the "Special Instructions to Bidders (Transportation and Public Works)".
The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AW ARD OF
CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date the
MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD F AlTH
EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made,
will be within ninety (90) days after this documentation is received, but in no case will the award be made
until all the necessary investigations are 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. 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 by contacting the Department of Engineering at (817) 392-7910.
G:\FW03\0059\Specs\Part 2WB2 59.doc CNB-1
PART A -COMPREHENSIVE NOTICE TO BIDDERS
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
document at any time. Bidders shall submit complete specifications book or risk rejection of bid. In
accord with the City of Fort Worth Ordinance, No. 15530, the City of Fort Worth has goals for the
participation of minority 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, PRIME CONTRACTOR WAIVER FORM and/or the GOOD
FAITH EFFORT FORM ("Documentationn), as appropriate, must be received by the contracting
department no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder
shall obtain a receipt from the appropriate employee of the contracting department to whom the
delivery was niade. Such receipt shall be evidence that 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 concerning this project, please contact Mr. Gopal Sahu, P.E., City Project
Manager, at 817-392-7949 or Kent Lunski, P .E. (Project Manager), at 817-339-8950 .
Dale A. Fisseler, P .E.
City Manager
Marty Hendrix
City Secretary
A. Douglas Rademaker, P .E., Director
Department of Engineering
:./
Advertising Dates:
June 19, 2008
June 26, 2008
Fort Worth, Texas
G:\FW03\0059\Specs\Part 2WB2 59.doc CNB-2
Special Instructions to Bidders
(Water Department)
SPECIAL INSTRUCTIONS TO BIDDERS
1) PREOUALIFICATION RE QUIREMENTS : 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 la w; or (2) have obtained
reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a
re insurer in the state of Texas and is the holder of a certificate of authority from the Untied States
secretary of the treasury to qua lify 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
so le 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.I3 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 ofD-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 601g, 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
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 comp ly with the po licy 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.
I 0. 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
of Contractor or any of its subcontractors . Contractor warrants it will fully comply with AD A'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 WO MEN 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
from the Office of the City Secretary . The bidder shall submit the MBE/WBE UTILIZATION FORM,
SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR W AIYER 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 Jaws 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 Jess 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.
06/04 /03
City of Fort Worth
Minority/Women Business
Enterprise Policy
FORTW"ORTH -._,, e·,_,. . City of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable.
If the total dollar value of the contract is less than $25 ,000 , the M/WBE oal 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 Women Business
Enterprises (M/WBE ) in the procurement of all goods and serv ices to the City on a contractual bas is. All requirements
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid .
M/WBE PROJECT GOALS
The City's M/WBE goal on this project is ___ 1.:...:7_% of the total bid (Base bid applies to Parks and Community Services).
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25 ,000 or more , bidders are required to comply with the intent of the City's M/WBE Ordinance by
either of the following :
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture.
1. Subcontractor Utilization Form , if goal is received by 5:00 p.m ., five (5) City business days after the bid
met or exceeded : opening date , exclus ive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m ., five (5) City business days after the bid
Utilization Form , if pa rti cipation is less than opening date , exclus ive of t he bid opening date .
stated goal :
3. Good Faith Effort and Subcontractor received by 5:00 p.m ., five (5) City business days after t he bid
Utilization Form , if no M/WBE participation: opening date , exclus ive of the bid opening date .
4. Prime Contractor Waiver Form , if you will received by 5:00 p.m., five (5) Ci ty business days afte r the bid
perform all subcontractinq/supplier work : opening da te, exclusive of the bid opening date .
5. Joint Venture Form , if utilize a joi nt ventu re rece ived by 5:00 p.m ., fi ve (5) City bus iness days after the bid
to met or exceed qoal. openinq date , exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
Any questions , please contact the M/WBE Offi ce at (817) 392-6104.
Rev. 11/11 /05
FORT WORTH
-~
PRIME COMPANY NAME:
City of Fort Worth
/0
Subcontractors/Suppliers Utilization Form ~--r
'o
ATIACHMENT 1A
Page 1 of 4
Check applicable W,ock to describe prime
v{.;v-J-ion T L f 0
SANITARY SEWER REHABILITATION CONTRACT LXIX (69)-Part 2
City's M/WBE Project Goal:
17%
Prime 's M/WBE Project Utilization : J(,U
J D.6 "lo
PROJE NUMBER
Water Dept. Project No.
P258 541200 705170091583
Identify fill subcontractors/suppliers you will use on this project
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 Offerer agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule , conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqual ification and will result in the
bid being considered non-responsive to bid specifications
M/WBEs 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 geograph ic area of Tarrant ,
Parke r, 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 suppl ier is considered 2 nd t ier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD .
Certification means those firms , located or doing bus iness at the t ime of bid open ing w ithin the Marketplace , that have
bee n dete rmin ed to be bonafide mi no ri ty or wome n businesses by the No rt h Cent ral Te xas Reg io nal Cert ifica t io n
Age ncy (NCTRCA), or the Te xas Depa rtm ent of Transporta ti on (T X DOT ), hig hway d iv isio n. Disadvantaged Business
Enterp ri se (DBE ) is sy no nym ous w ith Mi no rit y/Wo men Busin ess Enterpri se (M/WBE ).
If hauling services are utilized , t he prime will be given cred it as long as th e M/WBE listed owns and
ope rates at least one fully lice nsed and ope rational truck to be used on th e contract. T he M/WBE may lease
trucks fro m another M/WBE firm, inc lud ing M/WBE owne r-ope rat ors, and rece ive f ull M/WBE cred it. T he
M/WBE may lease trucks fro m non-M/WBEs , inc ludi ng owne r-operato rs , but will only receive credit for th e
fees and commissions earned by the M/WBE as out li ned in the lease agreemen t.
Rev. 5/30/03
FORT WORTH ---...,..---ATTACHMENT 1A
Page 2 of 4
Primes are required to identify A LL subcontractors/suppliers, regardless of status ; i.e ., Minority , Women and non-M/WBEs.
Please list M/WBE firms first , use additional sheets if necessary.
Certification N
(check one ) 0
n I O'Q~tail SUBC O NT RACTOR/SUPPLIER T N T Detail Com pany Name i C X M Subcontracting Work Supplies ~il tc~ased Dollar Amount Address e M w T D w Pol . Telephone/Fax r B B R 0 B E E C T E l5'3
A Ou ,
-, ('l{ c..-~i y\9 ~ ~oG~~
ROBERT GRANADOS TRUCKING Hew .. , Dff-'1)) ( -b $f ~ 7~o.CD 4 608 Sand age I ,/ Su< p)LAS Fo rt Worth , Texas 76 115
(8 17) 87 5-2400
$ 2>Y .~co.oo
$Ll,<l18L,'D. oo
COWTOWN REDI -MIX ~ nc,r-e.. + e.., $ 5g-
1 1 Cl).DO
PO Box 162 32 7 I v V t2eo1·, 01~)( Fort Worth , Texas 76 16 1
V (8 J 7) 7 59-1 9 19 f (8 17) 7 59-) 7 ) 6
TruBlu e Servi ces , LLC H 'I ol w mu. \t Y\ $ 3 J.._(X), C) 0
I
87 16 S . Wa ter Tower Rd .
J
~-e. ed \~ Fort Worth , Texa s 76 179 v phone : 8 17-9 17-32 38
-rv
MJ PIPELINE INSPECTION , INC -;:-v,SpQ c;J < t7Y') $4>y w -oo PO Bo x 851 I v o!-Liy,e$
Granbury, TX 76048-0851
Melody Bende wald (817) 946-1126
--:Pi~) ~i\li(~ SQ. 5 1.t>a 3[:D .oo ~O\' 1)-Q~ NATIONAL WATERW ORKS I I/
PO Bo x 840700 V
Dallas, Texas 75284
(800) 252-1557
r\ on°' s ~;?-e. u... s~ r-Pi~,(;+h~ oO l LI\~ ~,C'nei
I V ~ V ()\ HQ ~ $L/ gt,o .).ci.
H--<Ju <;.-t DY) ,-r ;<
,1013 ~ ;;)-81-13d)~ ;}'<)-U'O
{::::o.-f. -;).$1-S)l~-1115
Rev. 5/30/03
fORTWORTH ----,.---ATTACHMENT 1A
Page 3 of 4
Primes a re required to identify ALL subcontractors/suppl iers , regardless of status; i.e ., Minority , Women and non-M/VVBEs .
Please list M/VVBE firms first , use add iti onal sheet s if necessary .
Certification N
(check one ) 0
n SUBCONTRACTOR/SUPPLIER T N T Deta il Detail Company Name i C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D V\
Telephone/Fax r B B R 0 B E E C T E
A
Rev. 5/30/03
FORT WORTH
~ ....,_n
-u
Total Dollar Amount of M/WBE Subcontractors/Suppliers
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
t'Ol :53
$
$
ATIACHMENT 1A
Page 4 of 4
0{So, O lRD·oO
.J ,iv
t 4 lJ 1 3 J-°l , ob
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ B ,;_;-. 9 oD q . ··J ~2 ·;~
V
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 unjustified change or deletion shall be a material breach of
contract and may resu lt 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 comm itted
M/WBE goal. If the detail explanation is not submitted , it will affect the final compliance determination .
By affixing a signature to t his form , the Offerer further agrees to provide , directly to the City upon request ,
complete and accurate information regard ing actual work performed by all subcontractors , including
M/W/DBE(s) arrangements submitted with the bid . The Offerer 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/DBE(s) on this contract , by an authorized officer or employee of the City . Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating act ion under Federal , 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 Offerer and barred from part icipat ing in
City work for a period of time not less than one (1 ) year .
Printed Signat u(e
Co :ood:S .Q C C.00 s+11 1 c±,e-q -rx, LP
Company Na me
----G_ontact ~ame/Titl e (i f diffe re nt) I'-,
-fhtll\.e. r~~.
z n ~~4,J,l../3 '6 ll-5 3 y -455 ~
Telepho ne a nd/or Fa x
Add ress
C ity/State/ip Da te I l
Rev . 5/30 /03
FORTW"ORTH --. w· _.
City of Fort Worth
Prime Contractor Waiver Form
ATIACHMENT 18
Page 1 of 1
PRIME COMPANY NAME: Check applicable block to describe
prime
PROJECT NAME: M/W/DBE NON -M/W/DBE
SANITARY SEWER REHABILITATION CONTRACT LXIX (69)-PART 2 BID DATE
City's M/WBE Project Goal: PROJECT NUMBER
Water Dept. Proj ect No . P258 541200 705170091583
17%
If both answers to this form are YES , do not complete ATTACHMENT 1C (Good Fa ith Effort Form ). All questions on
this form must be completed and a detailed explanation provided , if applicable . If the answer to either question is
NO , then you must complete ATTACHMENT 1C. This form is only applicable if .both answers are yes.
Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00
p.m., five (5) City business ' days after bid opening, exclusive of the bid opening date, will result in the bid ·
being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? YES
If yes , please provide a detailed explanation that proves based on the s ize and scope of th is project, NO this is your normal business practice and provide an operational profile of your business .
Will you perform this entire contract without suppliers? YES
If yes , please provide a detailed explanation that proves based on the size and scope of this project ,
this is your normal business practice and provide an inventory profile of your business . NO
The bidder further agrees to provide , directly to the City upon request, complete and accurate info rmation
regard ing actual work performed by al l subcontractors , includ ing M/WBE (s) on thi s co ntract , the payment therefore
and any proposed changes to the or iginal M/WBE(s) arrangements subm itted with th is bid . The bidder also
agrees to allow an audit and/or examinat ion of any books , records and files held by their company that will
substantiate the actual work performed by the M/WBEs on this contract , by an authorized officer or employee of
the C ity . Any in ten t ional and/or know ing mis rep resentat ion of facts w ill be grounds for termi nat ing the contract or
debarment from City work for a period of not less than three (3 ) years and for init iat ing action under Federal , State
o r Loca l laws conce rni ng false sta tements . An y fail ure to co mply w ith thi s ordinance creates a mate ri al breach of
contract may resu lt in a dete rmina ti on of an irrespons ible offe ror and ba rred from partic ipa tin g in C ity wo rk for a
peri od of time not less th an o ne (1 ) yea r.
A uthorized S ig nature P rin ted Signature
Title C ontact Name (if different)
Comp any Name Phone Number Fa x Number
Add res s Em a il Ad d ress
City/St ate/Zip Date
Rev . 5/30/03
FORTW"ORTH "'-, w __.. .
PRIME COMPANY NAME:
/)
LD no
PROJECT NAME :
City of Fort Worth
Good Faith Effort Form
vu Lr ;0v--i T,; LP
ATTACHMENT 1C
Page 1 of 3
Check applicable block to describe
M/W/DBE NON-M/W/DBE
SANITARY SEWER REHABILITATION CONTRACT LXIX 69 -PART 2
PROJECT NUMBER City's M/WBE Project Goal :
17% Water Dept. Project No. P258 541200 705170091583
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
DBE participation is less than the City's project goal , you must complete this form .
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud , intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting 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.
1.) Please list each and every subcontracting and/or supplier opportunity} for the completion of this
project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES
OF FIRMS) On Combined Projects , list each subcontracting and or supplier opportunity through the
2"a tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Rev. 05/30/03
ATTACHMENT 1C
1 0 -2 3 Page 2 of 3
-oa p ort5,'no.l
2.) Obtain a current (not more than three (3) months old from ~e.("'bijt w en date) list of M/WBE
subcontractors and/or suppliers from the City's M/WBE Office. UT
Date of Listing O 5 I CJ7 I D8
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
~es (If yes, attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed .)
__ No
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone , exclusive of the day the bids are
opened?
~S (If yes , attach list to include lli!fil! of M/WBE firm , person contacted, phone number and date and time of contact.)
__ No
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile
is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and
documentation faxed.
NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the
bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a
particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two-
thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with
questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plyis and specifications in order to assist the M/WBEs?
_V_Yes s
__ No
6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in
the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the ev ent of a bona fide
dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection
of any relevant documentation by City personnel.
(Please use addi ti onal sheets, if necessary, and attach.)
Company Name Telephone Contact Person Scope of Work Reason for Rejection
~I 0 a ii() I A 10
7~-A11thA
Rev . 05/30/03
ADDITIONAL INFORMATION:
ATIACHMENT 1C
Page 3 of 3
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates 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.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1C will be contacted and the reasons for not using them will be verified by
the City's E
t rized gnature Printed Signa
~
;:):) 1f\/l Q.
J 'l?DS ~de n +
Title Contact Name and Title (if different)
Coeaj-g Y Coos±x:u d-iDv11X 1 Lf
Company Name
<g17-!S34-/743
Phone Number Fax Number
:.p Q 'Bai I ':)l.{4g'
I Je (('J; CV Com-!-SQf. Con ;
ail Add ess
10/ a?;J oS'
Address
1 1
~
fottd w (}A:b 1 -ix I Lo 114
City/State/Zip Date 1
Rev. 05/30/03
FORT WORTH -"--•tt·-. CITY OF FORT WORTH
Joint Venture Eligibility Form
All questions must be answered; use "NA" if applicable.
Name of City project: SANITARY SEWER REHA BILITAT ION CONTRACT LXIX (69)-PART 2
Joint Venture
Page 1 of 3
A joint venture form must be completed on each project
RFP/Bid/Purchasing Number: --------------
1. Joint venture information:
Joint Venture Name:
Joint V enture Address :
(If applicable)
Telephone : Facsimi le: E-mail address :
Cellular:
Identify the firms that comprise the j o int venture :
Please attach ex tra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
ioint venture
M/WBE firm I Non-M/WBE
I name: firm name:
Busin ess Address : Bu sin ess Addres s:
C ity, State, Z ip : City, State , Z ip :
Te leph o ne Facs im ile E -m ail Tele ph one Facs imile
Cellul ar Cellular
Certification Status: E -m ail ad dress
Name of Certifying Agency: iW ' & "./ ... .,=,,"""_,.
2 S f cope o wor k per orme db th J . t V t iy e om en ure:
Describe the scope of work of the M/WBE: Describe the scope of work of the non-M/WBE:
Rev. 5/3 0/03
Joint Ventu re
Page 2 of 3
3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward
meeting the project goal? -----------
4. Attac h a copy of the joint vent ure agreement.
5. List components of ownership of joint venture: (D o not comp lete if this information is desc r ibed in joint venture agreement)
Profit and lo ss sharin g:
Capital contributions , including
equipment :
Other applic able ownership interes ts:
6. Identify by name, race, sex and firm those individuals (wi th ti tl es) who are respons ible for the day-to-day
management and decision making of the joint venture:
Financial d ecisions
(to i ncl ud e Account Payable and Rece ivable):
Manag em ent decision s:
a. Estim atin g
-----------------------------------------------b . M arketin g and Sales
-----------------------------------------------
C. Hiring and Firing of management
perso nn e l
-----------------------------------------------d . Purchasi ng o f major equipment
and/or supplie s
Sup ervision of fie ld operation s
The City 's Minority and Women Bus i ness Enterprise Office w ill rev iew your j o int ven tu re subm iss ion and
w i ll have final approval of the M/WBE percentage applied towa rd the goal for t he proj ect listed on t his
form .
N OTE:
From and after the date of proj ect award , if any of the participan ts , the ind ividually defined scopes of work or the do ll ar
amounts/percentages change fro m the originally approved information , then the participants must inform t he City 's
M/W BE Offi c e immediately for approval. Any unjustified change or delet ion shall be a material breach of co ntract and
may resu lt in deba rm ent in accord with the proced ure s o utl in ed in the City's M/WBE Ordinance .
Rev . 5/3 0/0 3
Joint Venture
P 3 f3 age 0
AFFIDAVIT
The undersigned affinns that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
herein .
The City also reserves the right to request any additional information deeme d necessary to determine if the joint
venture is eligib le . Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth . Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture's eligibility and may initiate action under Federal , State and /or Local laws/o rdinances concerning false
_ statements_ or_ willful misrepresentation_ of facts.-------------· -·--·--····--·-··-·-·----------------------------··-·-····-··-··-···-··-·-·····---·--·-····---······
Name ofM/WBE firm Name of non-M/WBE firm
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Title Title
Date Date
Notarization
State of __________________ County of ______________ _
On this _____________ day of ________ , 20 __ , before me appeared
and --------------------------------------------
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Public _______________________ _
Pri nt Name
Notary Public------------------------
Signature
Commission Expires ________________________ _ (seal)
Rev . 5/30/03
Part B -Proposal
PART B -PROPOSAL -Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2, D.O.E. # 5405
TO: DALBA. FISSELER, P.E.
CITY MANAGER
FORT WORTH, TEXAS
FROM: (Bidder's Name)
Cooed$f a Cnns±Y::t..Lc.tl lDY1-::J:X L.P
fD .~ f5 L.f u,, 9.u )Of.-1 ,bJX 7 Lt 11 °1
(Address)
For: Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2
Sanitary Sewer Main 244B
D.O.E. No. 5405
Project No. 00915
Water Dept. Project No. P258 541200 705170091583
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, and materials necessary to fully
complete 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, the bidder is bound to execute a contract _and furnish
Performance and Payment Bond approved by the City of Fo:rt;.. Worth for performing and
completing the said work within the time stated and for the following sums to-wit:
Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2, D.O.E. No. 5405
Pay CPMSRecord Approximate Units Description of Bid Item Prices Written in Words Unit Total
Item Number Quantity Price Price
Sanitary Sewer Improvements
1. Bid-00226 115 LF Pipe Sewer-48-inch (all Depths) DI $ ~ 3 0. 60 $ 'I! '-1 50· ~
-Install
l=o u r ~u .r-J d N d :th \{bi
Dollars &
NO Cents per LF
2 . Bid-00310 1180 LF Pipe Sewer-48-inch FGR (all $ 300. 00
$ ~5t/ ooo.d l
Depths) -Install
--rh,e e Uu NON-cl
Dollars &
~Nl----'-O _______ Cents per LF
10/20/08 Bl-IR Addendum 6
'i
Sanitary Sewer Rehabilitation Contract LXIX (69)-Part 2, D.O.E. No. 5405
Pay CPMSRecord Approximate Units Description of Bid Item Prices Written in Words Unit Total
Item Number Quantity Price Price
3. Bid-00226 1967 LF Pipe Sewer-42-inch FGR (all $ ;).1-J'-/. OD $ 53i, '=t:fl. OD
Depths) -Install
J
ll-00 ~L( JV QNci S evPnt-..1
(
~U.y Dollars &
N 0 Cents per LF
4 Bid-00302 61 LF Pipe Sewer-36-inch FGR (all $ ,;)_ ,'5{). D 0 $ l'J c25{),oCJ
Depths) -Install
~o UueJdfecl [i.f-bf
Dollars&
NO Cents per LF
5. Bid-00952 5 EA Manhole -Type A Mod 5 Ft Diam $ 1'5 Doo.b 0 $ 75.COooo
(to 6 Ft Depth) FRP Tee Base per
Sheet 14 -Install
,:-;, f,ee>-J :ThouSa cd
Dollars &
NO Cents per EA
6. Bid-00952 6 EA Manhole -Type A Mod 5 Ft Diam $ ) lo coo. 60 $ q {p {X:D. ()()
(to 6 Ft Depth) CIP Base per Sheet
I I
17 -Install --.---:
S ~ t< i e :e>-J I bouset n cl
Dollars &
NO Cents per EA
7. Bid-00953 91 VF Manhole -Type A Mod 5 Ft Diam $ -j__CQ oD $ % L/CDa5
Added Depth ( over 6 Ft Depth)
-Lnstall
-----W: L( ,J cl { -Qcl 1-ou r
Dollars &
tJO Cents per VF
10/20/08 Bl-2R Addendum6
Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2, D.O.E. No. 5405
Pay CPMSRecord Approximate Units Description of Bid Item Prices Written in Words Unit Total
Item Number Quantity Price Price
8. Bid-00371 1 EA Sewer Special Junction Structure -$ l'~D 1ooD. oO $130,coo.oc
atM-244-B Sta. 61+19-includes
by-pass pumping-Install
OtJ~ 8w~ cl t-ed--11--i i { ~}
l\"\OUS,et Ad Dollars &
t:JO Cents per EA
9. Bid-00201 3323 LF Inspection-Post Construction $ .3. OD $ ~ 9~9. 06
Cleaning and TV -Study I
Jhr-ee
Dollars &
L'VD Cents per LF
·.~.
10. Bid-00217 12 EA Manhole Vacuum Test-Services ''$ 500,bD $ &,tooo6
I-iv~ Id L( A) d \'\Q.d
Dollars&
NO Cents per EA
11. Bid-00372 3323 LF Trench Safety System (5 Ft depth) $ ~. DD $ 131 :J.~. oc
-Install -+-ou. v--
Dollars &
. }')0 Cents per LF
12. Bid-00098 207 SY RipRap-Grouted-< 18 Inch Rock $ 1 :::,. oo $ I 5 S:5. tJb
-Install
SeJe.V)+i ~,' Je
Dollars &
l'V 0 Cents per SY
10/20/08 B1-3R Addendum 6
Sanitary Sewer Rehabilitation Contract LXIX (69)-Part 2, D.O.E. No. 5405
Pay CPMSRecord Approximate Units Description of Bid Item Prices Written in Words Unit Total
Item Number Quantity Price Price
13. Bid-00841 35 LF Concrete-Encasement -48 inch $ d.00.60 $ I 60D.66
Sewer ~ Install
-,WO ±1:vcJ d &c:J
Dollars &
No Cents per LF
14. Bid-00839 IO CY Concrete-Type E -Install $ 00 oo I . $ l, tx)Q.06
ONe__ LJ 1,c1JdNd
Dollars &
r..JO Cents per CY
15. Bid-01140 1 EA Structure -Diversion Structure At $ 5 ooo.00 $ 5 DoD,o 'lS
' Sta. 61 + 19 -Remove -. t:, J~. ft DI.A. SCI V1 d
Dollars &
pJO Cents per EA
16. Bid-00116 1 EA Manhole ~ Remove $ l~ too oo $ I \ t;()D {)"6
j
b,.,)e lhou sa V'c:\
Dollars &
Cents per EA
17. Bid-02001 1 LS SWPPP -Install $ cQ,ooo.0° $d CCX) D1)
I -1ho\A~V\cl lLUO
Dollars &
"JO . Cents per LS
18 Bid-002002 7 EA Cut and Plug Sewer Line -Install $ \\'5oo. b () $ 10/~00 .. bO
h{ie:€J-.J W.w~d f-ed
Dollars &
NO Cents per EA
10/20/08 Bl-4R Addendum 6
Sanitary Sewer Rehabilitation Contract LXIX (69) -Part 2, D.O.E. No. 5405
Pay CPMSRecord Approximate
Item Number Quantity
19. Bid-00840 10
20. Bid-00147 600
21. Bid-00134 3400
22. Bid-01119 1000
23. Bid-00082 16
24. Bid-00199 1
10/20/08
Units Description of Bid Item Prices Written in Words
CY Fill Material-Ballast Stone -Install
----fhi <'h ~
Dollars &
'10 Cents per CY
CY Topsoil -Install uy~e_
Dollars&
ND Cents per CY
SY Grass-Hydromulch Seeding -
Install
Oye_
Dollars &
,=:--,'f ±'=( Cents per SY
SY Driveway-6 Inch Exposed
Aggregate -Install
--r;,N
Dollars &
NO Cents per SY
LF Pipe -24 Inch-CL III -Install
ON:t.., ill,Nc\Nid
Dollars &
I'\.] D Cents per LF
EA Filter-Carbon Filter System Odor
Control Unit -Install
I wv=-rbau sg Y1d
__________ Dollars &
~lv"""-0=-______ Cents per EA
Bl-SR
Unit Total
Price Price
$ 3[).D0 $ .~.DD
$ .~.(;() $ \ r:gw.o"b
$ , . 50 $ ~ 100.06
I
$ JD . DO $/D QooD6
J
$ 1 oo.00 $ l,(acD· OD
$ c2 [j)D . w $ ;:;, Doo. (.)"!J
I
Addendum 6
25. Bid-00590 60 LF Pipe-Pressure-12 Inch -Install $ {",Q .oo $3 ftiY>•DS
I
s·,;r..+f
Dollars &
,....JO Cents per LF
26. Bid-00541 2 EA Dehole-5 to 10 Ft Depth-Study $ 500.00 $ I oOD,0 0;
I
Ei ve_ Id uNd r eci
Dollars &
}'JO Cents per EA
10/20/08 Bl-6R Addendum 6
SUMMARY OF BIDS
Total -Sanitary Sewer Improvements
10/20/08 Addendum 6
, . -
PART B -PROPOSAL (Continued)
Within ten (I 0) days after notification by the City, the undersigned will execute the formal contract and
will deliver an approved Survey Bond and such other bonds as required by the Contract Documents, for
the faithful performance of the Contract. The attached bid security in the amount of 5% 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 certified that he has been furnished at least one set of the General Contract
Documents and General Specifications for Water Department Project 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 or referring employee applicants
to the undersigned are not discriminated against as prohibited by terms of City Ordinance No. 7278 as
amended by City Ordinance N o. 7400.
The Bidder agrees to begin construction within_JQ_ calendar days after issue of the work order, and to
complete construction within 180 calendar days as set forth in the written w ork order t o be furnished
by the Owner.
(Complete A or B below, as applicable):
[] A. The principal place of business of our company is in the State of ___ _
[] Nonresident 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.
[] Nonresident bidders in the State of ______ , our principal place of business, are not
required to underbid resident bidders.
_MB . The principal place of business of our company or our parent company or maj ority owner is in the
Stat e of Texas.
10/20/08 Bl-8R A ddendum 6
·,.,
Receipt is acknowledged of the following addenda:
./ Addendum No. 1
/
Addendum No. 2
Addendum No. 3/
Addendum No. 4 /
Addendum No. 5 ..,
Addendum No. 6 ,/
Addendum No. 7
(Seal) If Bidder Corporation
, Jg CC i D'00-1$-Q ;::=l CGS; d ,p o:\-
Address: f o .~7< l~t..fY R:
F,£,. Lu o< ±:h, I K 1 lo I JC,
10/20/08 Bl-9R Addendum6
-'!"
Part C -General Conditions
PART C -GENERAL CONDITIONS
TABLE OF CONTENTS
Cl-1
Cl-1.1
Cl-1.2
Cl-1.3
Cl-1.4
Cl-1.5
Cl-1.6
Cl-1. 7
Cl-1.8
Cl-1.9
Cl-1.10 '
cl-1.11
Cl-1.12
Cl-1.13
Cl-1.14
Cl-1.15
Cl-1.16
Cl-1.17
Cl-1.18
Cl-1.19
Cl-1.20
Cl-1.21
Cl-1.22
Cl-1. 23
Cl-1.24
Cl-1.25
Cl-1.26
Cl-1.27
Cl-1.28
Cl-1.29
Cl-1.30
Cl-1.31
Cl.-1. 32
NOVEMBER, 1, 1987
TABLE OF CONTENTS
DEFINITIONS
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specifications
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Water Department
Engineer
Contractor
Sureties
The Work or Project
Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.l
C2-2.2
C2-2.3
C2-2.4
C2-2.5
C2-2.6
Proposal Form
Interpretation of Quantities
Examination of Contract Documents
and Site
Submitting of Proposal
Rejection of Proposals
Bid Security
( 1)
Cl-1 (1)
Cl-1 (1)
Cl-1 (2)
Cl-1 (2)
Cl-1 (2)
Cl-1 (2)
Cl-1 (2)
Cl-1 (2)
Cl-1 (2)
Cl-1 (3)
Cl-1 (3)
Cl-1 (3)
Cl-1 (3)
Cl-1 ( 3)
Cl-1 (3)
Cl-1 (3)
Cl-1 ( 4)
Cl-1 ( 4)
Cl-1 (4)
Cl-1 (4)
Cl-1 ( 4)
Cl-1 (4)
Cl-1 (4)
Cl-1 (4)
Cl-1 (4)
Cl-1 (5)
Cl-1 (6)
Cl-1 (6)
Cl-1 (6)
Cl-1 (6)
Cl-1 ( 6)
Cl-1 (6)
C2-2 (1)
C2-2 (1)
C2-2 ( 2)
C2-2 ( 3)
C2-2 ( 3)
C2-2 C 3)
C2-2.7
C2-2.8
C2-2.9
C2-2.10
C2-2.ll
C2:-2.12
C3-3
C3-3.l
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
c3-3. ro
C3-3.ll
C3-3.12
C3-3.13
C3-3.14
C3-3.15
C4-4
C4-4.l
C4-4.2
C4-4.3
C4-4.4
C4-4.5
C4-4.6
C4-4.7
CS-5
CS-5.1
CS-5.2
CS-5.3
CS-5.4
CS-5.5
CS-5.6
CS-5.7
CS-5.8
CS-5.9
CS-5.10
CS-5.11
CS-5 .12
CS-5.13
CS-5.14
CS-5 .15
CS-5.16
CS-5.17
CS-5.18
Delivery of Proposal
Withdrawing Proposals
Telegraphic Modification of Proposals
Public Opening of Proposal
Irregular Proposals
Disqualification of Bidders
AWARD AND EXECUTION OF DOCUMENTS
Consideration of Proposals
Minority Business Enterpise
Women-Owned Business Enterprise
compliance
Equal Employment Provisions
Withdrawal of Proposals
Award of Contract
Return of Proposal Securities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning Work
Insurance
Contractor's Obligations
Weekly Payroll
Contractor's Contract Administration
Venue
SCOPE OF WORK
Intent of Contract Documents
Special Provisions
Increased or Decreased Quantities
Alteration of Contract Documents
Extra Work
Schedule of Operations
Progress Schedules for Water and
Sewer Plant Facilities
CONTROL OF WORK AND MATERIALS
Authority of Engineer
Conformity with Plans
Coordination of Contract Documents
Cooperation of Contractor
Emergency and/or Rectification Work
Field Office
Construction Stakes
Authority and Duties of Inspectors
Inspection
Removal of Defective and Unauthorized Work
Substitute Materials or Equipment
Samples and Tests of Materials
Storage of Materials
Existing Structures and Utilities
Interruption of Service
Mutual Responsibility of Contractors
Cleanup
Final Inspection
( 2 )
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (5)
C3-3 (1)
C3-3 (1)
C3-3 (1)
C3-3 (2)
C3-3 (2)
C3-3 (2)
C3-3 (2)
C3-3 (4)
C3-3 (4)
C3-3 (4)
C3-3 (4)
C3-3 (7)
C3-3 (7)
C3-3 (7)
C3-3 (8)
C4-4 Cl)
C4-4 (1)
C4-4 Cl)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4 ( 4)
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS -5
CS-5
( 1)
( 1 )
( 2 )
( 2 )
( 3 )
( 3 )
( 3 )
( 4 )
( 5 )
( 5)
( 5 )
( 6 )
( 6)
( 7 )
( 7 )
( 8 )
( 8 )
( 9 )
C6-6
C6-6.l
C6-6.2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
C6-6.7
C6-6.8
C6-6.9
C6-6.10
C6-6.ll
C6-6.12
C6-6.13
C6-6.14
C6-6.15
C6-6.16
C6-6.17
C6-6.18
C6-6.19
C6-6.20
C6-6.21
C7-7
C7-7.l
C7-7.2
C7-7.3
C7-7.4
C7-7.5
C7-7.6
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.ll
C7-7.12
C7-7.13
C7-7.14
C7-7.15
C7-7.16
C7-7.17
C8-8
C8-8.l
C8-8.2
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
Alleys, and Right-of-Way
Railway Crossings
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's Responsibility for
Damage Claims
Contractor's Claim for Damages
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Drain Connections
Arrangement and Charges of Water
Furnished by City
Use of a Section of Portion of the Work
Contractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTION AND PROGRESS
Subletting
Assignment of Contract
Prosecution of the Work
Limitations of Operations
Character of Workman and Equipment
Work Schedule
Time of Commencement and Completion
Extension of time of Completion
Delays
Time of Completion
Suspension by Court Order
Temporary Suspension
Termination of Contract due to
Na€ional Emergency
Suspension of Abandonment of the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of the Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
unit Prices
( 3 )
C6-6 Cl)
C6-6 Cl)
C6-6 (1)
C6-6 (2)
C6-6 (2)
C6-6 (3)
C6-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 ( 6)
C6-6 (8)
C6-6 (8)
C6-6 (10)
C6-6 (10)
C6-6 (10)
C6-6 (11)
C6-6 (11)
C6-6 (11)
C6-6 (12)
C6-6 (12)
C6-6 (12)
C7-7 (1)
C7-7 (1)
C7-7 (1)
C7-7 (2)
C7-7 (2)
C7-7 (3)
C7-7 (4)
C7-7 (4)
C7-7 (4)
C7-7 (5)
C7-7 (6)
C7-7 (6)
C7-7 (7)
C7-7 (7)
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 Cl)
C8-8 ( 1)
' ,,,
\
..
CB-8.3
CB-a.4
ca-a.5
ca-a.6
C8-a.7
C8:-a.a
ca-a.9
ca-a.lo
C8-a.ll
C8-a.12
ca-a.13
Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adquacy of Design
General Guaranty
Subsidiary Work
Miscellaneous Placement of Material
Record Documents
( 4 )
ca-a Cl)
ca-a c1>
ca-a (2)
ca-a c 3 >
ca-a ( 3)
ca-a c 3 >
C8-a (4)
ca-a <4>
ca-a (5)
ca-a ( 5)
CB-a (5)
PART C -GENERAL CONDITIONS
Cl-1 DEFINITIONS
SECTION Cl-1 DEFINITIONS
Cl-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:
Cl-1.2 CONTRACT DOCUMENTS: .The Contract Documents are all of
the written and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
performance of the contract. These are contained in the
General Contract Documents and the Special Contract Documents.
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern all Water Department Projects and
include the following items:
PART A -NOTICE TO BIDDERS
PART B -PROPOSAL
(Sample)
(Sample)
PART C -GENERAL CONDITIONS (CITY)
PART D -
PART E -
(Developer)
SPECIAL CONDITIONS
SPECIFICATIONS
PERMITS/EASEMENTS
PART F -BONDS
PART G -CONTRACT
(Sample)
(Sample)
White
White
Canary Yellow
Brown
Green
El-White
E2-Golden Rod
E2A-White
Blue
White
White
b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Documents and
incl u de the following i tems:
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)
Cl-1 (1 )
Cl-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.
Cl-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.
Cl-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.
Cl~l.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.
Wherever there may be a conflict between the General
Conditions and Special Conditions, the latter shall take
precedence and shall govern.
Cl-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.
Cl-1.8 SPECIFICATIONS: The Specifications is that section or
part of the Contract Documents which sets forth in detail the
requirements which must be met by all materials, construction,
workmanship, equipment and services in order to render a
completed and 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.
Cl-1.9 BOND: The bond or bonds are the written guarantee or
security furnished by the Contractor for the prompt and
Cl-1 (2)
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)
Cl-1.10 CONTRACT: The Contract is the 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.
Cl-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 other parts of the
Contract Documents, but they are a part of the Contract
Documents just as though they were bound therein.
Cl-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 .
Manger, each of which is required by charter to perform
specific duties. Responsibility for final enforcement of
Contracts involvi n g the City of F ort Worth is by Char t er
vested in the City Manager. The terms City and Owner are
synonymous.
Cl-1.13 CITY COUNCI L : The duly elected and qu alified
governing body of t h e City of Fo r t Worth, Texas.
Cl-1.14 MAYOR: Th e official l y e l ec t ed Mayor , or in hi s
a bsen ce , t he Ma yor Pro tern of t h e City of Fo r t Worth, Te x as .
Cl-1 .15 CITY MANAGER: Th e offici a lly appointe d and autho r iz e d
C ity Ma na ge r o f th e City of Fort Worth, T e x as , or hi s duly
author iz e d repres e nta t ive.
Cl -1 .1 6 CIT Y AT TORNEY: Th e of fic i al ly appoint ed City At to r n ey
o f t h e C ity of Fo r t Worth , T e x as, or his d uly a uth or i zed
represe n tat ive .
Cl-1 (3)
Cl-1.17 DTRECTOR OF PUBLIC .WORKS: The duly appointed official
of the City of Fort Worth, referred to in the Charter as the
City Engineer, or his duly authorized representative.
Cl-1.18 DIRECTOR; CITY WATER DEPARTMENT: The duly appointed
Director of the City Water Department of the City of Fort
Worth, Texas, or his duly authorized representative,
assistant~ or agents.
Cl-1.19 ENGINEER: The Director of Public Works, the Director
of the Fort Worth City Water Department, or their duly
authorized assistants, agerits, engineers, inspectors, or
superintendents, acting within the scope of the particular
duties entrusted to them.
cl-1.20 CONTRACTOR: The person, persons, partnership,
company, firm, association, or corporation, entering into a
contract with the Owner for the execution of the work~ acting
directly or through a duly authorized representative. A
sub-contractor is a person, firm,· corporation, or others under
contract with the principal contractor, supplying labor and
material~ or only labor, for work at the .site of the project.
Cl-1.21 SURETIES: The Corporate bodies which are bound by
such bonds 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 r~quirements as set forth in the Contract Documents and
~pproved changes therein.
Cl-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.
Cl-1.23 WORKING DAY: A working day is defined as a calendar
day, not including Saturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of
the Contractor p~rmit 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.
Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week
or month, no days being excepted.
Cl-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:
Cl-1 (4)
1.
2.
3.
4.
5.
6.
7.
8.
9.
New Year's Day
M. L. King, Jr. Birthday
Memorial Day
Independence Day
Labor Day
Thanksgiving Day
Thanksgiving Friday
Christmas Day
Such other days in lieu of
holidays as the City Council
may determine
January 1
Third Monday in January
Last Monday in May
July 4
First Monday in September
Fourth Thursday in November
Fourth Friday in November
December 25
When one of the above named holidays or a special holiday is
declared by the City Council, falls on 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
holiday as the holiday.
Cl-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, the intent and meaning
shall be as follows:
AASHTO -
ASCE
LAW
ASTM
AWWA
ASA
HI
Asph. -
Ave.
Blvd. -
CI
CL
GI
Lin.
lb.
MH
Max.
American Association of MGD
State Highway Transportation
Officials
American Society of Civil
Engineers
In Accordance With
American Society of
Testing Materials
American Water Works
Association
American Standards Association
Hydraulic Institute
Asphalt
Avenue
Boulevard
Cast Iron
Center Line
Galvanized Iron
Linear or Lineal
Pound
Manhole
Maximum
Cl-1 (5)
-Million Gallons Per
Day
CFS -Cubic Foot per
Second
Min. -Minimum
Mono.-Monolithic
% -Percentum
R -Radius
I.D. -Inside Diameter
O.D. -Outside
Diameter
Elev.-Elevation
F -Fahrenheit
C -Centigrade
In. -Inch
Ft. -Foot
St. -Street
CY -Cubic Yard
Yd. -Yard
SY -Square Yard
L.F. -Linear Foot
D.I. -Ductile Iron
Cl-1.27 CHANGE ORDER: A "Change Order" is a ~ritten
supplemental agreement between the Owner and the Contractor
covering some added or deducted item or feature which may be
found necessary and which was n6t 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.
Cl-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.
Cl-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley,
roadway or other surface 1s any area except those defined
above for "Paved Streets and Alleys."
Cl-1.30 CITY STREETS: A city street is defined as that area
between the right-of-way lines as the street is dedicated.
Cl-1.31 ROADWAY:
parallel lines two
(4') feet back of
exists.
The roadway is defined as the area between
(2') feet back of the curb lines or four
the average edge of pavement where no curb
cl-1.32 GRAVEL STREET: A gravel street is any unpaved 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.
Cl-1 (6)
SECTION C -GENERAL CONDITIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL
C2-2.l 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 furnished 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 not more than one Cl) 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. 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 reflect the experience of the firm
seeking qualification in work of both the same nat~re and
magnitude as that of the project for which bids are to be
received, and such experience must have been on projects
completed not more than five (5) years prior to the date on
which 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
Department 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
C2-2 Cl)
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 onli the actual quantities of work
performed or materials furnished in strict accordance with the
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.
C2-2.3 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 aft~r 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 the 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 the 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 requi~ed 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 promulgat~d-a~denda
thereto, shall be binding upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates,
investigation, research, tests, explorations, and othe r 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 investigations, 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, showing on the plans are for
general information only and may not be correct. Neither the
C2-2(2)
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 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 the work contemplated or furnishe the materials
required. All such prices shall be written legibly. In case
of discrepancy between the 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 Cher) or his Cher) duly authorized agent.
If a proposal is submitted by a firm, association, or
partnership, the name and address of each member must be
given, and the proposal must be signed by a member of the
firm, association, or partnership, or by a person duly
authorized. If a proposal is submitted by a company or
corporation, the company or corporate 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 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,
incomplete bids, erasures, or irregularities of any kind, or
contain unbalance 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
in 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 award,ed or other disposition is made thereof. The bid
security of all other bidders may be returned promptly after
the canvass of bids.
C2-2(3)
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 a~ 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 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 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
open_ing 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 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.
C2-2.10 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 Manag~r or his authorized representative at the time
and olace 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.ll IRREGULAR PROPOSALS: Proposals shall be considered as
being "Irregular" if they show any omi~sions, alterations of
form, additions, or conditions not called for, unauthorized
alternate bids, or irregularities of any kind. However, the
C2-2(4)
Owner reserves the right to waive any and 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 cannot 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 reason:
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 the financial
statement, experience record, 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 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.
The Bid Proposal of a bidder who, in the judgment of the
Engineer, is disqualified under the requirements stated
herein, shall be set aside and not opened.
C2-2(5)
PART C -GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
C3-3.l 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 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 award 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 maybe 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 a Woman-owned Business Enterprise (WBE) on the
contract and the payment therefor. Contractor further agrees,
upon request by Owner, to allow and audit and/or an
examination of any books, records, or files in the possession
of Contractor that will substantiate the actual work performed
by the MBE 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 Ordinance prohibiting discrimination
in employment practices.
C3-3 (1)
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.
C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
w1thholdfinal 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 an award is made, will be to the
lowest and best responsible 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 an amount 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
the use of inferior materials. This performance
C3-3 (2)
-.
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 CS-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced by the
proposal tabulat~on or otherwise, guaranteeing the
prompt, full and faithful payment of all claimants
as defined in Article 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 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 whi~h .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
C3-3 (3)
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 by 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 annul 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 occuring to the Owner by
reason of said awardee' s fai.lure to execute said bonds and
contract within ten (10) qays, the proposal security
accompanying the proposal shall be the agreed amount of
damages which Owner will suffer by reason of such failure on
the part of the Awardee and shall thereupon immediately be
forfeited to the Owner.
The filing of a proposal will be considered as an acceptance
of this provision by the Bidder.
C3-3.10 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 the "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.ll INSURANCE: The Contractor shall not commence work
under this contract until he has obtained all the 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-contractors'
C3-3 (4)
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 sh~ll
maintain, during the life of this .. contract,
Workers' Co~pensation 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 unde r this co~tract is not
protected under the Workers' 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 Contractor's
Comprehensive General Liability Insurance (Public
Liability and Property Damage Insurance) in an
amount not less than $500,0.00 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.
c. ADDITIONAL LIABILITY: The Contracto r shall
furnish insurance as 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
fallowing insurance: · ·· · ·.·
1. Contingent Liability (covers General
C o n t r acto r's L iabi l ity f o r a ct s o f
s u b -co n t r actors ).
2. Blasti n g , pr ior to any b las ting being don e .
3 . Co ll a p s e of buildings or structure s ad jac e nt
to e xc a v at i on (i f exca va t i o n s are to b e
performed adjacent to same).
4. Dam ag e to un derg r ou n d u t i l iti e s f or $50 0 ,000.
C3-3 (5)
e.
f.
·. g.
5.
6.
Builder's risk (where above-ground structures
are involved).
Contractual Liability (covers all
indemnification requirements of Contract).
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 insur~nce in an amount
not less than $100,000.
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.
PROOF OF CARRIAGE OF INSURANCE: The Contractor
shall furnish the Owner with satisfactory proof of
coverage by insurance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner. ( Sample attached.) All insurance
requirements made upon the Contractor shall apply
to the sub-contractor, should the Prime
Contractor's insurance not cover the
sub-contractor's work operations.
LOCAL AGENT FOR INSURANCE AND BONDING: The
insurance and bonding companies with whom the
Contractor's insurance and 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
C3-3 (6)
City of Fort Worth, Tarrant County, Texas. Each
such agent shall be a duly qualified, one upon whom
service of process may be had, and must have
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, any 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 of 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 PAYROLL: A certified copy of each payroll
covering payment of wages to all person engaged in work on the
project at the site of the project shall be furnished 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
pertaining to the work governed by the Contract whether it be
administrative or otherwise and as such shall be empowered,
thus delegated and directed, to settle all material, labor or
other expenditures, all claims against the work or a n y other
C3-3 (7)
matter associated such as maintaining adequate and appropriate
insurance o~ security coverage for the project. Such local
authority for 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-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 appropriately signed and sealed, as applicable,
by the Contractor's responsible officers with the
understanding that this written assignment of authority to a
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 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 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 (8)
SECTION C4-4 SCOPE OF WORK
PART C -GENERAL CONDITIONS
C4-4 SCOPE OF WORK
C4-4.l 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.
C4-4.2 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, then "Special Provisions" covering all such work
will be prepared by the Owner previous to the time of
receiving bids or proposals for such work and furnished to the
Bidder in the form of Addenda. All such "Special Provisions"
shall be considered to be a part of the Contract Documents
just as though they were originally written therein.
C4-4.3 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 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
a n ticipated profits n or shall such changes be considered as
C4-4 (1 )
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 or sanitary sewer pipe in each pipe size,
but not to the various depth categories. '
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 Cl) 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% of the
actual cost of such extra work. The fixed fee i s
not to include any additional profit to the
Contractor for rental of equipment owned by him and
used for the 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 r e cords on the form and in the me t h od
C4-4 (2)
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.
Should a difference arise as to what does or does not
constitrite Extra Work, or as to the payment thereof, and the
Engineer insists upon its performance, the Contractor shall
proceed with the work after making written request for written
orders and shall keep an accurate account of the actual
reasonable cost thereof as provided under method (Item C).
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 estimat~ after such work
is done and unless the claim is supported by satisfactory
vouchers and certified payrolls covering all labor and
materials expended upon the 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 compen~ation agreed upon for 'extra work' whether or not
iniitiated 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 or the c h ange or extra wo r k.
C4-4.6 SCHEDULE OF OPERATIONS: 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 b y a straight line method the date of
commencing and finishing each of the major elements of the
contract. Ther e shall be also shown the estimated monthlv
cost of work for which estimates are to be expected . The r ~
C4-4 ( 3)
shall be presented also a composite graph showing the
anticipated progress of construction with the time being
plotted horizontally and the percentage of completion plotted
vertically. The progress charts shall be prepar~d 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
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
the work, the date of which he will start the several major
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 Owner.
As a minimum, the construction schedule shall incorporate
all work elements and activities indicated in the proposal
and in the technical specifications.
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 time
constraints, sequencing requirements and
completion time.
b. The construction process shall be divided into
activities with time durations of approxim~tely
fourteen (14) days and construction values not to
exceed $50,000. Fabrication, delivery and
submittal activities are exceptions to this
guideline.
C4-4 (4)
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 schedrile 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 ~hall
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.
4. Erection or installation.
5. Transmittal of manufacturer's operation and
maintenance instructions.
6. Installed equipment and mat~rials testing.
7. Owner's operator instruction (if applicable).
8. Final inspection.
C4-4 (5)
9. Operational testing.
10. Final inspection.
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
pl~nt and equipment, the number of work shifts or the
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
such diligence as will insure its completion within the
time specified.
<:4-4 (6)
PART C -GENERAL CONDITIONS
CS-5 CONTROL OF WORK AND
MATERIALS
SECTION CS-5 CONTROL OF WORK AND MATERIALS
CS-5.1 AUTHORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict compliance with
the Contract Documents. He shall decide all questions which
arise as to the quality and acceptability of 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
means, methods, techniques, sequences 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.
He 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 a?d Contractor, a written decision on the matter in
controversy.
CS-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 otherwise 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.
CS-5 (1)
C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract
Documents are made up of several sections, which, taken
together, are intended to de~cribe 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 specifications, 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 the Contract Documents, and the Owner shall be
permitted to make such corrections or interpretations as may
be deemed necessary for the fulfillment of the intent of the
Contra~t 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 the drawings, specifications, or other portions of
the Cbntract 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 the Contract Documents and shall
have available on the site of the project at all times one set
of such Contract Documents.
The Contract shall give to the work the constant attention
necessary to facilitate the progress thereof and shall
cooper~te 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
superintend~nt 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
C5-5 (2)
adequately provide for the safety or convenience of the
traveling public or the owners of property across which the
project extends or the safety of 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.
CS-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
respon~e shall occur day or night, whether the project is
scheduled on a calendar-day or on a working-day basis.
Should the Contractor fail to respond to a request from the
Engineer to rectify any discrepancies, omissions, or
corrections 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
discrepant condition and request the Contractor to take
remedial action to correct the condition. In the event the
Contractor does not take positive steps to fulfill this
written request, or does not show just cause for not taking
the proper action, within 24 hours, the City may take such
remedial action with City forces or by contract. The City
shall then deduct an amount equal to the entire costs for such
remedial action, plus 25%, from any funds due the Contractor
on the project.
CS-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 by 14 feet in floor area, substantially
constructe~, well heated, air conditioned, lighted, and
weather-proof, so that documents will not be damaged by the
elements.
CS-5.7 CONSTRUCTION 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 for 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.
CS-5 (3)
These stakes or markings shall be set sufficiently in advance
of construction operations to avoid delay. Such stakes or
markings as may be establisped for the 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.
CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: 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 authority to reject materials or equipment to suspend
work until the question at issue can be referred to and be
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 to the requirements of the Contract
Documents. He will in no case act as superintendent or
foreman or ,perform any other duties for the Contractor, or
interfere with the management or operation of the work .. He
will riot 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 , provided, however, should the
Contractor object to any orders or instructions of the City
Inspector, the Contractor may within six days make written
appeal to the Engineer for h is decision on the matter in
controversy.
CS-5 (4)
CS-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 be work so exposed or examined prove to be
unacceptable, the uncovering or removing and the 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.
CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: Al1 work,
materials, or equipment which has been rejected shall be
remedied or removed and replaced in an acceptable manner by
the Contractor at his own expense. Work done beyond the lines
and grades given or as shown on the plans, except as herein
specifically 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 to
the Contractor. Failure to require the removal of any
defective or unauthorized work shall not constitute acceptance
of such works.
CS-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
functions 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 sa me function as that
specified; and identifying all v ariations of the proposed
C5-5 (5)
substitute. from that specified and indicating available
maintenance service. No substitute shall be ordered or
installed without the 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 require which shall be furnished at Contractor's
expense. Contractor shall indemnify and hold harmless Owner
and Engineer and anyone directly or indirectly employed by
either of them from and against the claims, damaies, losses
and expenses (including attorneys fees) arising out of the use
of substituted materials or · equipment.
CS-5.12 SAMPLES AND TESTS OR 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 otherwise specifically provided.
The failure of the Owner to make any tests of materials ~hall
be 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 the 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 Contactor
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
the new materials.
CS-5.13 STORAGE OF MATERIALS: All materials which are to be
used in the construction operation shall be stored so as to
insure the preservation of the 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
CS-5 (6)
ground, and shall be placed under cover when directed. Stored
materials shall be placed and located so as to facilitate
prompt inspection.
CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions shown on the Plans relative to existing utilities
are based on the best information available. Omission from, or
the inclusion of utility locations on the Plans is not to be
considered as the 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 strucitures and utilities on the plans or to show them in
their exact location. It is mutually agreed that such failure
will not be considered 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 for which is not made in the Contract
Documents, in which case the provision in these Contract
Documents for Extra Work shall apply.
It shall be the Contractors responsibility to verify locations
of adjacent and/or conflicting utilities sufficiently in
advance of construction in order that he ~ay 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 existing
utilities and their adjustment shall be considered as
subsidiary work.
CS-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosectuion 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.
CS-5 (7)
b.
2. Notify each customer personally through
responsible personnel as to time and schedule
of the interrup~ion 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 entrance
door knob. The tag shall be durable in
composition, and in large bold type shall say:
"NOTICE"
Due to Utility Improvement in
your neighborhood, your (water)
(sewer) service will be inter-
rupted on between
the hours of and
This inconvenience will be as
short as possible.
Thank you,
Contractor
Address Phone
Emergency: In the event that an unforeseen service
interruption occurs, notice shall be as above,but
immediate.
CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through
acts or neglect on the part of the Contractor, any other
Contractor or any sub-contractor shall suffer loss or damage
on the work, the Contractor agrees to settl~ with such other
Contractor or sub-contractor by agreement or arbitration. If
such other Contractor or sub-contractor shall assert any claim
against the Owner on account of any damage alleged to have
been sustained, the Owner will notify the Contractor, who
shall indemnify and save harmless the Owner against any such
claim.
CS-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 the
satisfaction of the Engineer. Twenty-fours fours after
written notice is given to 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
CS-5 (8)
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 iction, plus 25% of such costs,
shall be deducted from 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. ·
CS-5.18 FINAL INSPECTION: Whenever the work provided for in
and contemplated under the Contract Documents has been
satisfactorily completed and final cleanup performed, the
Engineer will notify the proper officials of the Owner and
request that the 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.
CS-5 (9 )
PART C -GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
RESPONSIBILITY
SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.l 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 of 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 prices shall include all royalties or
cost arising from patents, trade-marks, and copy rights 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
patented design, device, material or ·process, or any
trade-mark or copy right 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 by 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 Cl)
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-f6ur hours notice iri 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 done or materials furnished by the
Owner or by the City shall be deducted from 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 again 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.
The Contractor shall at all times conduct his operation and
the use of construction machinery so as not to damage or
destroy trees and shrubs 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.
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
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
stacked 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 railway tracks, the work shall be
CG-6 ( 3)
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.
C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any
right-of-way of any railway, the City will secure the
necessary easement for the work. Where the railway tracks are
to be crossed, the Contractor shall observe all the
regulations and instructions of the railway company as to the
methods of performing the work and take all precautions for
safety of property and the public. Negotiations with the
railway companies for 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 rai_lway
properties. The Contractor will not be given extra or
additional 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 watchmen, 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 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 the
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
statutes, pertinent sections being Section Nos. 27, 29, 30 and
31.
C6-6 (4)
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 iequired construction, the
Contractor shall contact the Transportation and Public Works
department, Signs and Markings Division (phone number
8780-8075), 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 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 for 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 materiais involved in the constructing, providing,
and maintaining of barricades, signs, fences, and lights or
for 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
C6-6 (5)
advance of the use 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 Contract 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.
All claims arising out of the use of explosives shall be
investigated and a written report made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractor from either the
City or the claimant. The City shall proceed to give notice
to the Contractor of any such claim. The use of explosives
may be suspended by the Engineer if any complaint is received
and such use shall not be resumed until the cause of the
complaint has been addressed.
Whenever explosives are stored or kept, they shall be stored
in a safe and secure manner and all storage places shall be
plainly marked "DANGEROUS EXPLOSIVES" and shall be under the
care of a competent watchman at all times. All vehicles in
which explosives are being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traffic routes.
C6-6.10 WORK WITHIN EASEMENTS: Wher~ 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
necessa~y 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 own expense. Such
additional rights-of-way or work area shall be acquired for
the benefit 6f 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 ente~ 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
C6-6 (6)
every precaution to prevent damage to all trees, shrubbery,
plants, lawns, fences, culverts, curbing, and all other types
of structures or improvement~, 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 along adjacent to the
work.
The Contractor shall notify the proper representatives of
owners or occupants of public or private lands or 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 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
misconduct in the manner or method or execution of the work,
or at any time due to defective work, material, or equipment.
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 the non-execution thereof on the part of the
Contractor, he shall restore or have restored at his own 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 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 braced posts on
either side of permanent easement before the fence is cut.
Should additional fence cuts be necessary, the Contractor
shall provide cross braced posts at 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 closures and replacement shall be
subsidiary to the various items bid in the project
C6-6 (7)
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 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 moriies due or
to become due to the Contractor under this Contract.
C6-6.ll INDEPENDENT CONTRACTOR: It is understood and agreed
by the parties hereto that 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 the exclusive
right to control the details of all the work and services
performed hereunder, and all persons performing same, and
shall be solely responsible for the acts and omissions of its
officers, agents, servants, employees, contractqrs,
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 an 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 Contractor, its officers, agents,
employees, contractors, subcontractors, licensees or i~vitees,
whether or not caused, in whole or in part, by alleged
negligence on the part of officers, agents, servants,
employees~ contractors, subcontractors, licensees and invitees
of the 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, incl u ding 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
contractor, its officers, agents employees, contractors,
subcontractors, licensees and invitees , whether or not caused,
C6-6 (8)
in whole or in part, by alleged negligence of officers,
agents, servants, employees, contractors, subcontractors,
licensees or invitees of the Owner. Contractor likewise
covenants and agrees to, and d~es h ereby, indemnify and hold
harmless Owner from and against a ny 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
part, any and all alleged acts or omissions of officers,
agents, servants, employees , contractors, subcontractors,
licenses, or invitees of the Owner .
In the event a written claim fo r 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 by 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 claim 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 an amount equal t o the total
dollar amount then due less the dollar value of any written
claims pending against the Contractor arising out of the
performance of such work, and such semi-final payment may then
be recommended by t h e 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 mo n ths following th e d ate of the a cceptan ce of
the work performed unless the Contractor submits evidence in
wr i ti n g s a t i sfac tory t o t h e Director that:
1. The c l a im has b een settled and a re l eas e h a s be e n
obtai n ed f rom t h e claimant involved, or
2. Goo d fa i t h e f fo rts have been ma d e to s e tt l e s uch
outst a nding claim s , and s uch good faith ef f ort s
hav e fa i led .
I f cond i t ion (1) a bove i s
period, t h e Directo r s h a l l
th e Con t ractor b e ma d e .
time withi n the six mon t h
th a t th e final payme nt
me t at any time within t h e si x mo nt h
r e c o mm e nd t h at th e f inal p a ym e n t to
If co ndition (2) a bove i s met at a ny
pe r iod, the Dir e ctor may recomme n d
to the Contractor be made. At th e
C6 -6 (9)
received from these temporary connections until such times as
the permanent connections are built and are in service. The
existing sewers and connecti9ns 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.
CG-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 exi~ting
fire hydrant and/or valves is detailed in Section E2-l.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 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 ordinance
applies, payment shall be made on estimates and rates
established by the Director of the Fort Worth Water
Department.
C6-6.17 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 order 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
to deficient operations on the part of the Contractor, shall
be performed by the Contractor at his own 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
C6-6 (11)
'
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.
C6-6.20 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 representatives of
the Owner, either personally or otherwise 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, an organization which qualifies for exemption
pursuant the provisions of Article 20.04 CH) 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 by the Contractor in lieu of the tax shall be subject
to and shall comply with the provisions of State Comptroller's
Ruling .011, and any other applicable State Comptroller
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-owned improvement in a street right-of-way or other
easement which has been dedicat e d to the public and the City
of Fort Worth, an organization which qualifies for exemption
pursuant to 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.
C6-6 (12)
Limited Sale, Excise and Use Tax permits and information can
be obtained from:
Comptroller of Public Accounts
Sale Tax Division
Capitol Station
Austin, TX
C6-6 (13)
PART C -GENERAL CONDITIONS
C7-7 PROSECUTION AND PROGRESS
SECTION C7-7 PROSECUTION AND PROGRESS:
C7-7.l SUBLETTING: The Contractor shall perform with his own
organization, and with the assistance of workman under his
immediate superintendance, work of a value of not less than
fifty (50%) percent of the value embraced in the contract. If
the Contractor sublets any part of the work to be done under
these Contract Documents, he 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 workmen of the
Contractor and shall be subject to the 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, convey, 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 state,
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 WORK: Prior to beginning any
construction operation, 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
C7-7 Cl)
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 also 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.
The sequence requested of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any deviation from scuh 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 the 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 LIMITATIONS 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 the 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 is available. The Contractor may
bring in 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 or 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 be found to be
incompetent, disrespectful, intemperate, dishonest, or
C7-7 (2)
otherwise objectionable or neglectful in the proper
performance of his or their duties, or who neglects or refuses
to comply with or carry out the directions 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 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 por i ion of the work shall be such
that no injury to the work, workmen or adjac ent property will
result from its use.
C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed
starting with the first day of work completed as defined in
Cl-1.23 "WORKING DAY" or the date stipulated in the "WORK
ORDER" for beginni n g work, whichever comes first.
Nothing in these Contract Documents shall be construed as
prohibiting the Contractor from working on Satur day, Sunday or
Legal Holidays, providing that the following requirements are
met:
a. A request to work on a specific Satu rday, Sunday or
Legal Holiday must be made to the Engineer no later
than the proceeding Thursday.
b. An y wo r k to be don e o n t he p r oje c t on suc h a
speci fi c Sa t u rday , S unda y o r Leg al Holi da y mu st b e ,
in t h e opi ni o n of th e Engin eer , es s e nti al to th e
time ly comple tion of t h e p r oj ect.
T he En g ine er 's d e cision s hall b e fin a l in r e spon se to such a
reques t for app r o v al t o wo rk on a sp e ci f ic Satur d a y, S u n d a y or
L egal Holiday , a n d no ex t r a comp e n sa tion shall b e a llowed to
t h e Co n tra c t o r for any work p erfo rmed on such a s p e c i f ic
Satu rday , Su nda y or Le g a l Holi da y.
Ca l enda r Da y s sh a ll b e defin ed in Cl -1.24 an d the Contr a c t or
ma y wor k as h e so d es i r e s.
C7 -7 (3)
C7 -7 .7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor
shall commen c e 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 by the Owner.
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 have 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 unforseeable causes beyond the
control of and without the fault or negligence of the
Contractor, including but limited to acts of the public enemy,
acts of the Owner, fire, flood, tornadoes, epidemics,
quarantine restrictions, strikes, freight embargoes, or delays
of sub-contractors due to such causes.
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 may 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
C7-7 (4)
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 him
found correct shall be approved and referred by him to the
Council for final approval or disapproval: and the action
thereon by the Council shall be final and binding. If delay
is caused by specific orders given by the Engineers 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 which 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 the
increased ·time gr'anted 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
Contract Documents, will be deducted from monies due the
Contractor, not as a penalty, but as liquidated damages
suffered by the Owner.
AMOUNT OF CONTRACT
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
C7-7 (5)
$ 500,001 to
$1,.000,001 to
$2,000,001 and over
$1,000,000
$2,000,000
inclusive$
inclusive$ .... ;;;,
315.00
420.00
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 incapabli or very difficult of accurate estimation,
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.ll 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 event 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 unfavorable
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 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 THE TIME OF COMPLETION, and
should it be determined by mutual consent of the Contractor
and the Engineer that a solution to allow construction to
oroceed 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 returning the necessary
equipment to the job when it is determined by the Engineer
C7-7 (6)
that construction may be resumed. Such reimbursement shall be
based on actual cost to the Contractor of mo v ing the equipment
and no profit will be allowed.
No reimbursement shall be allowed if t h e equipment is moved to
another construction project for the City of Fort Wort h .
The Contractor s hall not suspend work without written notice
from the Enginee r and shall proceed with the work operations
promptly when notified b y the Engineer t o 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 e x isting
and that the inability of the Contractor to proceed is not
attributable in whole or in part to the fault or neglect of
the Contract, then if the Owner cannot after reasonable effort
assist the Contractor in procuring and making available the
necessary labor, materials a ·nd equipment within thirty days,
the Contractor may request the Owner to termina ti: the cont r act
and the Owner may comply with the r equest, and the termination
shall be conditioned and based upon a fi n al settlement
mutually acceptable to both the Owner a n d t h e Contracto r a nd
final payment shall be made in accordance with th e terms of
the agreed settlement, which shall include, but not be limi t ed
t d , the paymen f for all w6rk e x ecuted b ut no anticipat e d
profits on work which has not bee n perfo rmed.
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF
CONTRACT: Th e wo r k op e ra t i o ns o n a ll o r any por ti on or
sec ti on o f th e wor k u n der Co ntract sha ll be s u s pen de d
i mmediat e l y o n wr i t t e n o r d er of th e Engineer o r th e Co n t r -3.ct
ma y be decl a r ed can cel led by t he City Counc i l fo r any good a nd
s u ff i cient cau se. Th e follo wi ng, by wa y of ex a mple , but not
o f l imitatio n , ma y b e c on si d e r e d grounds fo r suspension o r
can ce ll a ti o n :
a . F a ilur e of t h e Con t r a cto r to comm enc e wor k
o per a tio n s w it h i n th e time sp e cifi ed in th e Wo r k
Order i s s u e d b y the Owner.
r..7-7 (7)
b. Substantial evidence that progress of the work
operations by Contractor is insufficient to
complete the work w~thin the specified time.
c. Failure of the Contractor to provide and maintain
sufficient labor and equipment to properly execute
the working operations.
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
cancelled, 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 t h e Contractor to
discontinue, and may perform the same or may, with the written
C7-7 (8)
consent of the Owner, sublet the work or that portion of the
work as taken over, provided howeve r , that the Sureties shall
exercise their option, if at all, within two weeks after the
written notice to discontinue the work has b e en 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 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 Docume n ts.
In case the Sureties do not, within the hereinabo v e specified
time, exercise their right and option to assume the contract
responsibilities, or that portion thereof which the Owner has
ordered by 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 part 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 t hereto. The expense so c harged
shall be deducted by the Owner from su c h 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. T h e
Owner shall not be required to obtai n the lowe s t bid for t h e
work completing the contract, but the expense to be deducted
shall be the actual cost of the owner of such work.
In case s u ch expenses shall exc eed t h e a mo un t which wo u ld have
been payable under the Contract if t he s ame ha d bee n c ompl e ted
by th e Con t r acto r , then t h e Con trac t o r an d h i s S ur et i e s shall
pay t h e amou n t o f s uc h e xc ess to t h e C i ty on no t ic9 from th e
Own er o f t h e e xce s s d ue . When a ny par ticular part of the wor k
i s be in g c arri e d on by th e Own e r by c on t ra c t or ot h2rw i s e
und e r th e provi s ions of thi s s ection, th e Contr a ctor s h a ll
co n t i nu e t he re ma ind e r o f t he work i n con f o r mity w i th t he
t er ms o f t he Contr a c t Doc uments a n d i:1 s uch a manner as t o not
h i n der or i nte r fere wit h performa nc e of t he work by the Ow n er.
C 7-7.15 FULFILLME NT OF CONTRAC T : The Co ntract wi l l be
cons i dered as h a vin g b ee n fulfille d, s ave as p ro vid e d in a ny
bond or b o nds or by law , wh e n al l t h e work and all sec t ions or
pa r t s of the project cover e d by the Contract Documents have
C7-7 (9)
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:
A.
B.
NOTICE OF TERMINATION: 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. Any such termination
shall be effected by mailing a notice of
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 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 claim, demand or suit
shall be required of the Owner regarding such
discretionary action.
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
work terminated by the 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:
C7-7 (10)
a. the fabricated or unfabricated parts,
work in process, completed work,
supplies and other material produced as
a part 6f, or acquired in connection
with the performance of, the work
terminated by the notice of
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 part of the 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 ~as 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
guality, of any or all items of termination
inventory not previously disposed of, exclusive of
items the disposition of which has been directed or
authorized by the 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 t h e
list as submitted, shall be made prio r to final
settlement.
C. TERMINATION CLAIM: Wi t hin 60 days after n otice of
termination, the Contractor shall s u bmit h is
termination claim to the Engineer in t h e form and
with the certification prescribed by t h e Engineer.
Unless one or more extensions in writing are
granted by the Own e r upon request of th~
Contractor, made in writing within such 60-da y
period or a u thorized extension thereof, an y and all
such claims s h all be co n clusivel y deemed wa i v ~d.
C7-7 (11)
D. AMOUNTS: Subject to the provisions of Item
C7-7.16(C), the Contractor and Owner may agree upon
the whole or any p~rt of the amount or amounts to
be paid to the Contractor by reason of the total or
partial termination of work pursuant hereto;
provided, that such agreed amount or amounts shall
never exceed the total contract price as reduced by
the amount of payments otherwise made and as
further reduced by the contract price of 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 in the event of failure of 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 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.
F. DEDUCTIONS: In arriving at the amount due the
contractor under this section, there shall be
deducted (a) all unliquidated advance or other
payments on account theretofore made to the
Contractor, applicable to the terminated portion of
this contract; (b) any claim which the Owner may
have against the Contractor in connection with this
contract; and Cc) the agreed price for, or the
proceeds of sale of, any 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
C7-7 (12)
equitable adjustment of the price or prices
specified in the contract relating to the continued
portion of the ~on~ract (the portion n~t terminated
by the notice of termination), such equitable
adjustment as may be agreed upon shall be made in
such price or prices; nothing contained herein,
however, shall limit the right of the Owner and the
Contractor to agree upon the amount or amounts to
be paid to the 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: Nothing 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 of
Abandonment of the work and Amendment of Contract"
or any other right which 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 (13)
PART C -GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
SECTION ca-a MEASUREMENT AND PAYMENT
ca-a.l 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
items installed.
ca-a.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, finished, overhead expense, bond, insurance, patent
fees, royalties, risk due to the elements and other causes,
delays, profits, injuries, damages claims, taxes, and all
other items not specifically mentioned that may be required to
fully construct each item of the work complete in place and in
a satisfactory condition for operation.
ca-a.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 subsidary 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.
ca-a.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 of the work at any time
C8-8 Cl)
before its final acceptance by the Owner, (except as provided
in paragraph CS-5.14) for all risks of whatever description
connected with the prosecuti9n of the work, f or all expense
incurred by or in consequence of 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
completeing the work in an acceptable manner according to the
terms of the Contract Documents.
The payment of any current or partial estimate prior to 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, imperfection, or damage shall have been discovered on
or before the final inspection and acceptance of work or
during the one year guaranty period after 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 1st and
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 work performed since
the last partial payment was made exceeds one hundred dollars
($100.00) in amount, 90% of such estimated sum will be paid to
the Contractor if the total contract amount is.less than
$400,000, or 95% of such estimated sum will be paid to the
Contractor if the total contract amount is $400,000 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 estimate 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 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
C8-8 (2)
him as a guide in the verification or the preparation of
partial estimates.
It is understood that the partial estimate from month to month
will be approximate only, and 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 shall not, in any respect, be taken
as an admission of the Owner of the amount of work done or of
its quality of sufficiency, or as an acceptance of the work
done or the release of the Contractor of any of his
responsibilities urtder 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.
C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or
estimates may be held in abeyance if the performance oE 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 the 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
therefor as outlined in 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 Engin~er 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.
C8-8 (3)
The amount of the final estimate, less previous payments and
any sum that have been deducted or retained under the
p~ovisions of the Contract Documents, will be paid to the
Contractor within 60 days after final acceptance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
furnished by the City, certifying that all persons, firms,
associations, corporations, or other organizations furnishing
labor and/or materials have been paid in full, that the wage
scale established by the City Council in the City of Fort
Worth has been paid, and 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 Contract Documents
or any act or neglect of said City relating toot conneGted
with the Contract.
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 thereto 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 said
requirements of the Contract Documents, approved modifications
thereof, and all approved additions and alterations thereto.
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 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
C8-8 (4)
... '' .
pay for any damage to 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 andshall 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 outline. The Owner will give notice of
observed defects with reasonable promptness.
CS-8.11 SUBSIDIARY WORK: Any and all work specifically
governed by docume ntary 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 pro v ided 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 subsidlary work.
CS-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 matarial will be made for only that amount of
material used, measured to the nearest one-tenth unit.
Payment for miscella n eous placement of material shall be in
accordance with the General Contract Documents regardless of
the actual amount used for the project.
CS-8.13 RECORD DOCUMENTS: Contractor shall keep on record a
copy of all specificatione, plan$, addenda, modifications,
shop drawings and samples at the site, in good order and
annotated to s how all c h anges made duri n g the construction
process . Th e se sh all be deli v e r ed to Engin e er u p on c o mplet ion
o f t h e work .
C8-8 (5 )
Supplementary Conditions
to Section C
-
-
-
SECTION Cl:
SUPPLEMENT ARY 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 may be
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%). For contracts of $400,000 or more at the time of execution, retainage shall be
five percent (5%).
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 disco v ery 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 (6): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDING"
Re v ised
10/24/02
Pg. 1
E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6
(8), 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 any
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
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 iniury 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. •
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
10/24/02
Pg. 2
G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL
INSURANCE REQUIREMENTS"
a. 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 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
10/24/02
Pg .3
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 w ith the following:
I.
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 parti al 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,
materi als , or equipment, nor in any w ay prejudice or affect the obligations of the
Contractor to repair, correct, r enew, or r eplace at his own and proper ex pense 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 b e the sol e judge of such defects , imperfections , or d amage,
an d the Contractor sh all be li able to the Own er for fa il ure to correct th e same as prov ided
h er ei n.
C8 -8.10 GENERAL GU ARAN TY : Delete C8 -8.10, Ge neral Guaranty at page C8 -8( 4) is de leted
in its entirety and re pl aced with th e follow ing :
Nei th er th e fina l certi fica te of payme nt nor any provisi on in th e Co ntract Document s, nor part ial
or entire occ up an cy or use of the premis es by the Owner sha ll constitute an accept ance of work
not don e in ac cor danc e with the Contra ct Docu men ts or re lie ve the Co ntra cto r of li ab ili ty in
res pec t to any ex press warr an ties or res p onsibi li ty for fa ul ty ma te ria ls or workm anship. The
Contractor shall reme dy any defects or damages in the wo rk an d pay for any damage to oth er
work or property res ulting the refrom whi ch sha ll ap pea r within a perio d of two (2) years from th e
date of final acceptance of the work un less a longer perio d is spe cifie d an d sha ll fu rn ish a goo d
and sufficien t maintenance bond in the amoun t of 100 percent of the amount of th e contract
R ev i sed
10/24 /02
P g .4
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 (4) 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
K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated
November 1, 1987; (City let projects) make the following revisions:
Revised
10/24 /02
Pg. 5
L.
1. P age C3 -3(3); the paragraph after paragraph C3-3.7d Other Bond s should be revised to
r ead :
In order for a surety to be acceptable to the City , the surety must (1 ) hold a certificate of
authority from the United States sec retary of t he treas ury to qualify as a surety on
obligations perm itted or required under federa l law; or (2) have obta ined reinsurance for
any liability in excess of $100 ,000 from a reinsurer tha t is au t ho ri zed and adm itted as a
reinsurer in the sta te of Texas and is t he holder of a cert ificate 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 a ny such reinsurance shall be provided
to the City upo n request. The City , in its sole discretion , will dete rmin e the adeq uacy of
the proof required herein .
2. Pg. C3 -3(5) Paragraph C3 -3.11 INSURANCE de lete subparagraph "a.
COMP ENSATION INSURANCE".
3. Pg. C3 -3(6), Paragraph C3 -3. l 1 INSURANCE delete subparagraph "g. LOCAL
AGENT FOR INSURANCE AND BONDING".
RI GHT T O AUDIT: Part C -General Conditions, Section C8 -8
MEASUREMENT AND PAYMENT, Page C8 -8 (5), add the fo ll owing:
C8 -8.14 RIGH T 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 an d photocopy any
directly perti nent books, documents, pap er s and record s of th e Contractor involving
tran sactions relating to this contract. Contractor agrees that the City shall have access
during normal working hours to all necessary Contractor facilities and sh all b e provided
ad equate and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The City shall give contractor reasonabl e advance no t ice 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, unti l 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
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
by the City. The City agrees to reimburse the Contractor for the cost of copies as follows:
Revised
10/24/02
Pg. 6
-
-
1. 50 copies and under -10 cents per page
2, More than 50 copies -85 cents fqr 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(4), 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.
0. 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
10/24/02
Pg. 7
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
10/24/02
Pg. 8
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Part D -Special Conditions
PART D -SPECIAL CONDITIONS
0-1 GENERAL ............................................................................................................................ 3
0-2 COORDINATION MEETING ................................................................................................ 5
0-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ...................... 5
D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT ...................................... 7
D-5 CROSSING OF EXISTING UTILITIES ................................................................................ 7
D-6 EXISTING UTILITIES AND IMPROVEMENTS .................................................................... 8
D-7 CONSTRUCTION TRAFFIC OVER PIPELINES .................................................................. 8
D-8 TRAFFIC CONTROL ........................................................................................................... 9
D-9 DETOURS ......................................................................................................................... 10
D-10 EXAMINATION OF SITE ............................................................................................... 10
D-11 ZONING COMPLIANCE ................................................................................................ 10
D-12 WATER FOR CONSTRUCTION .................................................................................... 10
D-13 WASTE MATERIAL ....................................................................................................... 10
D-14 PROJECT CLEANUP AND FINAL ACCEPTANCE ........................................................ 10
D-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ................................... 11
D-16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES .............................. 11
D-17 BID QUANTITIES .......................................................................................................... 11
D-18 CUTTING OF CONCRETE ............................................................................................ 12
D-19 PROJECT DESIGNATION SIGN ................................................................................... 12
D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ........................................ 12
D-21 MISCELLANEOUS PLACEMENT OF MATERIAL. ......................................................... 12
D-22 CRUSHED LIMESTONE BACKFILL .............................................................................. 13
D-23 2:27 CONCRETE ........................................................................................................... 13
D-24 TRENCH EXCAVATION , BACKFILL, AND COMPACTION ........................................... 13
D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS .............. 14
D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) .................. 15
0-27 SANITARY SEWER MANHOLES .................................................................................. 16
D-28 SANITARY SEWER SERVICES .................................................................................... 19
D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES .................. 20
D-30 DETECTABLE WARNING TAPES ................................................................................. 23
D-31 PIPE CLEANING ........................................................................................................... 23
0-32 DISPOSAL OF SPOIL/FILL MATERIAL ......................................................................... 23
0-33 MECHANICS AND MATERIALMEN 'S LIEN ................................................................... 23
D-34 SUBSTITUTIONS .......................................................................................................... 24
D-35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER .............. 24
D-36 VACUUM TESTING OF SANITARY SEWER MANHOLES ............................................ 27
D-37 BYPASS PUMPING ....................................................................................................... 28
D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ............ 28
D-39 SAMPLES AND QUALITY CONTROL TESTING ........................................................... 30
D-40 TEMPORARY EROSION , SEDIMENT , AND WATER POLLUTION CONTROL (FOR
DISTURBED AREAS LESS THAN 1 ACRE) ................................................................................. 31
D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES .......................... 32
0-42 PROTECTION OF TREES , PLANTS AND SOIL ........................................................... 32
D-43 SITE RESTORATION .................................................................................................... 32
0-44 CITY OF FORT WORTH STANDARD PRODUCT LIST ................................................ 33
D-45 TOPSOIL , SODDING , SEEDING & HYDROMULCHING ............................................... 33
0-46 CONFINED SPACE ENTRY PROGRAM ....................................................................... 38
D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL IN SPECTION .............................. 39
D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) ........................ 39
D-49 CONCRETE ENCASEMENT OF SEWER PIPE ........................................................... .40
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PART D -SPECIAL CONDIT IONS
0-50 CLAY DAM .................................................................................................................... .40
0-51 EXPLORATORY EXCAVATION (D-HOLE ) .................................................................. .40
0-52 INSTALLATION OF WATER FACILITIES ..................................................................... .40
52.1 Polyvinyl Chloride (PVC) Water Pipe .......................................................................... .40
52 .2 Blocking ....................................................................................................................... 41
52 .3 Type of Casing Pipe ..................................................................................................... 41
52.4 Tie-Ins ......................................................................................................................... .41
52 .5 Connection of Existing Mains ...................................................................................... .41
52.6 Valve Cut-Ins .............................................................................................................. .42
52 .7 Water Services ............................................................................................................ 42
52.8 2-l nch Temporary Service Line ................................................................................... .44
52 .9 Purging and Sterilization of Water Lines ..................................................................... .45
52 .10 Work Near Pressure Plane Boundaries ....................................................................... 45
52.11 Water Sample Station .................................................................................................. 46
52 .12 Duct ile Iron and Gray Iron Fittings ................................................................................ 46
0-53 SPRINKLING FOR DUST CONTROL ........................................................................... .47
0-54 DEWATERING ............................................................................................................. .47
0-55 TRENCH EXCAVATION ON DEEP TRENCHES ........................................................... 47
0-56 TREE PRUNING ........................................................................................................... .47
0-57 TREE REMOVAL ........................................................................................................... 48
0-58 TEST HOLES ................................................................................................................ 48
0-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND
NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING
CONSTRUCTION ........................................................................................................................ .48
0-60 TRAFFIC BUTTONS ..................................................................................................... .49
0 -61 SANITARY SEWER SERVICE CLEANOUTS ............................................................... .49
0-62 TEMPORARY PAVEMENT REPAIR .............................................................................. 50
0-63 CONSTRUCTION STAKES ........................................................................................... 50
0-64 EASEMENTS AND PERMITS ........................................................................................ 50
0-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING .................................................. 51
0-66 WAGE RATES .............................................................................................................. 51
0-67 REMOVAL A ND DISPOSAL OF ASBESTOS CEMENT PIPE ...................................... 53
0-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER
THAN 1 ACRE) ............................................................................................................................. 53
D-69 COORD INAT [ON WITH THE CITY 'S REPRESENTATIVE FOR OPERATIONS OF
EX ISTING WATER SYSTEMS ...................................................................................................... 55
0-70 ADD ITIONAL SUBMITTALS FOR CONTRACT AWARD ................................................... 56
D-71 EA RLY WARNING SY STEM FOR CONST RUC T ION ....................................................... 56
0-72 A IR POLLUTION W ATCH DA YS ....................................................................................... 57
0 -73 FEE FOR STR E ET USE PER MI TS AND RE-IN SPEC T IONS ............................................ 57
04/15108 SC-2
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PART D -SPEClAL CONDITIONS
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 C 1 -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: SANITARY SEWER REHABILITATION
CONTRACT LXIX (69) -PART 2
D.O.E. NO. 5405
FILE NO X-19513
WATER DEPARTMENT PROJECTS NO. P 258 541200 705170091583
SANITARY SEWER MAIN 2448
FORT WORTH, TEXAS
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 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 specifyin g, 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
re quired 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 :
04115/08 SC-3
PART D -SPEClAL 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 wh ich non-consideration
requests ha ve been properly filed may, at the opt ion of the Owner, be returned unopened .
C . TELEGRAPH IC MODIFICATION OF PROPOSALS : Any bidde r may modify his proposal by
telegraphic communication at any t ime pr ior to the time set for open ing proposals , provided
such telegraph ic communication is received by the Purchasing Manager prior to the sa id
proposal opening time , and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraph ic communicat ion over the signat ure of
the bidder was ma iled prior to the proposal opening time. If such confirmation is not received
within forty-e ight (48 ) hours after the proposal opening time , no further consideration will be
given to the proposa l.
04/15108 SC-4
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PART D -SPECIAL CONDITIONS
D-2 COORDINATION MEETING
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 §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 pe rson providing services on a project , and provide the
governmental entity:
1. A certificate of coverage , prior to that person beginning work on the pro j ect , so the
governmental ent ity will have on file certificates of coverage showing coverage for all
persons providing services on the project ; and
04/15108 SC-5
PART D -SPECIAL CONDITIONS
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.
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
04/15108 SC-6
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PART D -SPECIAL CONDITIONS
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 compensat ion coverage
for the duration of the project, that the coverage will be based on 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
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
Worker's Compensation Commission rules. This notice must be printed with a title iri at least
30 point bold type and text in at least 19 po int 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 worke rs' compensation insurance . Th is 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) 463-3642 to rece ive info r mation
on the legal requirement fo r coverage , to verify whether your employer has provided the
required coverage , or to report an employer's failu re to provide coverage".
D-4 COORDINATION WITH FORT WORTH WATER DE PARTM ENT
Du ring the construction of th is project, it w ill be necessa ry to dea ctivate , for a period of t ime ,
exi st ing li nes . The Contractor shall be required to coordin ate wi t h t he W ater De partm ent to
determi ne the best times for deactivat ing and act iva ti ng those lin es .
D-5 CROSSING OF EXISTING UTILITIES
W he re a proposed water line crosses ove r a sa ni tary se we r or sa nit ary se we r se rvic e line an d/o r
proposed sewer li ne crosses over a water li ne a nd th e cl ea r verti ca l di stance is less t han 9 fee t
ba rrel t o barre l, th e sa n ita ry sewe r or sa nit ary se wer se rvic e lin e shall be made w ate rti g ht or be
04/15108 SC-7
PART D -SPECIAL CONDITIONS
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 wrapp ing. 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
The plans show the locations of all known surface and subsurface structures . However, the
Owner assumes no respons ibility for failure to show any or all of these st ructures 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 (as approved or authorized by the applicable utility company) for the support ,
protection and/or temporary relocation of all ut ility poles , gas lines , telephone cables , ut il ity
serv ices , water mains , sanitary sewer lines , electrical cables , drainage pipes , and all other util it ies
and structures both above and below ground during construction . It is understood that the
Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with
the proposed 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 uti lit ies 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 util ity or service line . He shall
cooperate with the Owners of all util ities to locate existing underground facilities and notify the
Engineer of any conflicts in grades and al ignment.
In case it is ne cessary to change or move the property of any owner of a public utility , suc h
property shall n ot be move d or interfe red wit h until orde red to do so by th e Eng ineer. The right is
rese rv ed to t he owner of pub li c ut ili ties t o enter u po n th e li m its of the project for the pu rpose of
maki ng su c h ch a nges or repairs of th e ir prope rt y tha t may be ma de necess ary by perfo rman ce of
t h is con t ract.
The ut ility lines an d co nd uit s shown o n th e plans are fo r informat ion only and are not gua rant eed
by t he City of t he Eng ineer to be acc urate as to extent , locatio n, and depth ; they are shown on t he
plan s as th e best info rm atio n avail able at t he ti me of design , from the owners of t he ut ilities
involv ed and from evi dences foun d o n t he g round.
D-7 CO NSTR UCTION TRA FFIC OVER PI PELINES
It is appa ren t t h at cert a in c o nstruct ion ve hi cles could exceed t he loa d bea ring capac ity of the pip e
u nder shallow bu ry cond itio ns . It will be th e re s pons ib il ity of the Contra ct or to protect both th e new
04/15108 SC-8
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PART D -SPEClAL CONDITIONS
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.
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 6701 d Vernon's Civil Statutes , pertinent sections being Sect ion Nos.
27 , 29, 30 and 31 .
Unless otherwise included as part of the Construction documents, the Contractor shall submit a
traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E.) in
the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the
preconstruction conference. The P.E . preparing the traffic control plan may utilize standard traffic
reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not
begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin
in accordance with the timeframe mutually established in the 'Notice to Proceed' issued 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 817-392-7738) 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 requ ired specifications , the permanent sign shall be left in place until the
temporary sign requirements are met. When construct ion 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 unt il such
reinstallation is completed .
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 prov ision of the
"City of Fort Worth Traffic Control Handbook for Cons t ruction and Maintenance Work A reas ."
The lump sum pay item for traffic control shall cover design and / or installation , and ma intenance
of the traffic control plan . (Contract 69 part 2 -M2448 is not located in a pub lic street. The
Contractor sha ll coord inate access to the site w ith land owners . Coord in at ion is incidenta l to t he
project.)
04/15108 SC-9
PART D -SPECIAL CONDITIONS
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
and egress to adjacent private and public properties , procedures for protecting existing
improvements and disposit ion 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 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 zon ing
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
street improvements or to abutting property .
D-14 PROJECT CLEANUP AND FINAL ACCEPTANCE
The Contractor shall be aware that keepin g the project site in a neat and orderly condition is
considered an inte gral part of the contracted work and as such shall be considered subsidiary to 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 compl eted .
No more th an seven days shall elapse after completion of construction before the roadway, right-
04/1510 8 SC-10
PART D -SPECIAL CONDITIONS
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 furn ish a schedule
outlining the anticipated time for each phase of construction with starting and completion dates ,
including sufficient time being allowed for cleanup. The Contractor shall not commence with water
and/or sanitary sewer installation until such time that the survey cut-sheets have been received
from the City inspector.
D-16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES
The following procedures will be followed regarding the subject item on this contract:
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 w ithin six feet of high voltage electric lines , notification shall be
given the power company (ONCOR) 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 ONCOR , and shall record action taken in each case.
4. The Contracto r is required to make arrangeme nt s with the ONCOR company fo r the
temporary re location or raising of high voltage lines at the Contractor's sole cost and
expense .
5. No perso n sha ll w ork wi th in si x feet of a hig h vo ltage lin e w ith ou t protecti on having been
ta ke n as o ut lined in Pa rag raph (3).
D-17 BID QUANTITIES
Bid qu antiti es of th e v arious it ems in t he prop osa l are for comp ar iso n on ly and may not reflect t he
act ual quantit ies . T here is no limi t to wh ic h a bi d ite m ca n be increased or dec rease d.
Contractor shall not be ent it led to renegot iation of u nit pri ces regard less of t he final measured
quant it ies . To the exte nt t hat C4-4 .3 co nflicts wit h thi s prov is ion, t his provi s ion co ntrol s . No cla im
will be con s ide red for lo st or an ticip ated profit s based upon di ffe ren ces in es tim ated qu antit ies
versu s act ual q ua ntiti es .
04/15108 SC-11
PART D -SPECI.AL CONDITIONS
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 ac(;ordance 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 1 '-0 " by 2'-0 " in size. The information box shall have the
following information:
For Questions on this Project Call :
(817) 392-8306 M-F 7 :30 am to 4 :30 p.m .
or
(817) 392-8300 Nights and Weekends
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 ite m for concrete sidewalk or
driveway repair.
D-21 MISCELLANEOUS PLACEMENT OF MATERIAL
Material has been allocated under various b id items in the Proposal to establis h uni t prices for
m iscellaneous placement of material. These materials shall be used on ly when directed by the
Engineer, depending on field conditions . Payment fo r miscellaneous placement of material will be
made for only that amount of material used , measured to the nearest one-tenth unit. Payment for
miscellaneous placeme nt of material shall be in accordance w ith the General Contrac t Documents
rega rd less of the actual amount used for t he project.
04/1510 8 SC-12
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PART D -SPECIAL CONDITIONS
0-22 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
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 materia l is obviously granular in nature , containing little or no
plastic material , the Engineer may waive the test report requirement. See E 1-2 .3, Type "C" or "D"
Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material
is not su itab le, at the direction of t he 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 obta ined from an approved source and shall cons ist of
durable particles free of thin or elongated pieces , lumps of clay , soi l, loam or vegetable matter and
shall meet the following gradation :
04/1510 8 SC-13
PART D -SPECIAL CONDITIONS
• 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
1"
1/2"
3/8"
#4
#8
% Retained
0-10
40-75
55-90
90-100
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. 0698) 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
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 City, at its own expense , will perform trench compaction tests per A.S.T .M. standards on all
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 , with the exception of Type "B" backfill , and
labor costs of excavation and backfill w ill be included in the price bid per linear foot of water and
sewer pipe . Type "B" backfill shall be paid for at a pre-bid un it price of $15 .00 per cubic yard .
D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS
The unit price bid under t he 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 typ ical sections for Paveme nt and Trench Repair for
Utility Cuts , Figures 2000-1 through 2000-3 .
The resu lts of the street cores that were conduct ed on the project streets , to determine HMAC
depth s o n exist in g streets , a re pro vi ded in these specifica ti ons a nd co nt ract docu ments.
04/15108 SC -14
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PART D -SPEClAL CONDITIONS
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 repa ir
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 ut ility
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 .
0-26 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 p rotect 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 san itary sewer line included in the project.
B. STANDARDS : The latest vers ion of the U.S. Department of Labor, Occupational Safety and
Hea lth Administ ration Standards , 29 CFR Part 1926 , Sub -Part P -Excavations , are he reby
made a pa rt of this specifica ti on and sha ll be the mini m um gove rni ng require ments fo r tre nch
safety .
C . DEFINITIONS :
1. T RENC HES -A tre nch is re fe rred to as a narrow excavat ion m ade below t he surfa ce of t he
ground in which t he de pth is greater th an th e w idth , wh ere the w idth meas u red at t he
bottom is not greater tha n fi ftee n (15 ) feet.
2. BENCHI NG SY STEM -Be nch ing means exc ava ting t he sides of a t rench to form on e or a
series of ho ri zo nt al ievel or st eps , usua ll y wit h vert ica l or near-vertical surfaces between
levels.
04/15108 SC-15
PART D -SPECtAL CONDITIONS
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 embedment or bottom of excavation . 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 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 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 s hall be constructed in accordance with Fort Worth
Water Department Standard E100-4 and shall be fitted and installed according to the
manufacturer's reco m mendatio ns. Sta inless St eel manho le inserts shall be required for all
pipe diameters 18" and greater.
3. LI FT HOLES : All lift holes shall be plugged with a pre-cast co ncrete plug . The lift ho le
shall be se a led on the outs ide of the manho le with Ram-Nek or an approved equal sealant.
The lift ho le shall be sealed o n the inside of t he manho le with qu ick setting cement grout.
4 . FINAL RIM ELE VATIONS: Manhole rims in parkways , lawns and other improved lands
shall be at an e levation not more than o ne (1) nor less than one -half (1 /2) inch above t he
surround ing g round. Backfill shall prov ide a un ifo rm slope from the top of manhole cas t ing
04/1 510 8 SC-16
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-
PART D -SPECIAL CONDITtONS
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 joints
using a trapped type performed 0-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 sect ions for a period of at least five years .
B. EXECUTION:
1. INSTALLATION OF JOINT SEALANT : Each grade ad j ustme nt ri ng and manhole frame
shall be sealed with the above-specified materials . All surfaces to be in contact with the
j oint sealant shall be thoroughly cleaned of dirt , sand , mud , or other foreign matter. The
manufacturer shall app ly a primer to all surfaces prior to installing the j oint sea lant in
accordance with the recommendations. The protective wrapper sha ll remain on the joint
sea lant until immed iately prior to the placement of the pipe in the trench .· After removal of
04/1 5108 SC-17
PART D -SPECIAL CONDITIONS
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 material
along the inside and outside edge of each joint, or use trowelable material in lieu 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
fin ished elevation . Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation . ....
3. EXPOSED EX TERIOR 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 th ickness .
4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire
brush and then waterproofed w it h a 1 /2-inch thick coat of trowelable bitumastic joint sealant
fro m 6-inches be low to 6-inc hes above t he joint. The coated joint shall then be w rapped
with 6 mil plas t ic t o protect the sea lant from damage du ri ng backfilling .
04/15108 SC-18
PART D -SPECIAL CONDITIONS
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 schedul in g 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 .1 5.
D. SEWER SERVICE RECONNECTION : When sewer service reconnection is called for the
Contractor shall vertically adjust the existing sewer service line as required for reconnection
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 serv ic e 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 lin e
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 backfill , saddles, tees, fittings incidenta l four (4) feet
of service line and all other associated appurtenances required shall be includ ed in the price
bid for Sanitary Sewer Taps.
E. 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 lin e . 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 th e length of the
replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as
04/15108 SC-19
PART D -SPECIAL CONDITIONS
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 locat ions 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 subm it all
relevant elevation information for the new alignment to the Inspector and shall be responsible
for ensuring that t he 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 fittings . The fitting shall be a urethane or neoprene coupling
AS .TM. C-425 with series 300 stainless steel compression straps . The Contractor shall
remove the ex isting clean-out and plug the abandoned sewer service line.
The con t ractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or
relocations located on pri vate property . Furthermore , the contractor shall utilize the services of
a lice nsed plumber for all service line work on private property . Permit(s) must be obta ined
from the City of Fort Worth Development Department for all service line work on private
property and all work related to the service li ne 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
beginning work on the sanitary sewer service re-route and proof of final acceptance by the
Plumbing Inspector shall be prov ided to the Engineer upon comple t ion of the sanitary sewer
re-route .
Payment for work and m ater ials such as backfi ll , removal of existing clean -out s, plugging t he
abandoned sewer se rvic e lin e , doub le chec king th e grade of t he ins talled se rvi ce li ne , pi pe
fi tt ing s , s urface res torat io n on pri vate p ro pe rt y (t o match exist ing), and all ot her associated
wo rk fo r se rvi ce re pl ace men ts in excess of four (4) linear fee t s hall be in cl ude d in t he li nea r
foo t price b id fo r san itary sewer service line rep lacem e nt on pr ivate property or p ubl ic ri ght of
w ay . Pay men t for all w ork and mate ri al invo lvi ng th e "tap " shall be in cluded in the pr ice bid fo r
san it ary sewe r se rvi ce tap s .
D-29 REMO V AL , SALVAGE, AND ABANDONMENT O F EXISTI NG FA CI LITIES
A ny re moval , sal v ag in g an d/o r aban do nm e nt of existi ng faci liti es w il l necessari ly be req u ired as
sh ow n on the pl a ns , and/o r des cri be d in t hese S pecial Contract Docu me nts in add iti on to t hose
located in t he fi e ld and ide ntifi ed by the E ngin ee r. Thi s wo rk s ha ll be do ne in acco rd ance with
04/15108 SC-20
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PART D -SPECIAL CONDITIONS
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.
0 . 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 in a concrete vault , the vau lt 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
abando-ned by first closing the valve to the fully closed position and 'demolishing the valve box
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 compat ible 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 sha ll
be removed to the top of the full barrel diameter section , or to point not less than 18 inches
below final grade . The structu re 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
04/15108 SC-21
PART D -SPECIAL CONDITIONS
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 EX ISTING MAINS : At various locations on this project , it may be
required to cut, plug , and block existing water mains/services or sanitary sewer ma ins/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 .
C . 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 , abandon i ng 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).
L. ABANDONMENT OF EXISTING SEWER LINES : Where plans call for abandonment of
ex isting 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 determ ination that all exist ing service connectio ns have been relocated to the new main .
Once this determination has been made , the ex ist ing ma in will be aband on ed as in dicated
abo ve in Item I.
04/15108 SC-22
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PART D -SPECIAL CONDITIONS
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% pounds/1 inch/100'. The tape shall
be color coded and imprinted with the message as follows:
Type of Utility Color Code
Water Safety Blue
Sewer Safety Green
Legends
Caution! Buried Water Line Below
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 SPOIUFILL 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 MATERIALMEN 'S LIEN
The Contractor shall be required to execute a release of mechanics and material men 's liens upon
receipt of payment.
04/15108 SC-23
PART D -SPECIAL CO,NDITIONS
0-34 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 .
0-35 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
clean i ng 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 sewe r cleaning balls
or ot her equipment , wh ich cannot be collapsed , is used , special precautions to prevent
flooding of the sewers and public or private property sha ll be taken. The flow of sewage
present in the sewer lines sha ll be utilized to provide necessary fluid for hydraul ic cleaning
dev ices whenever poss ible .
2. CLEANING PROCEDURES : The designated sewer manholes shall be cleaned us ing high-
velocity j et equipment. The equipment shall be capable of removing dirt , grease , rocks ,
sand , and othe r materials and obstruct ions from the sewer lines and ma n holes . If c leaning
of an entire section cannot be successfully performed from one manhole , the equipment
shall be set up on t he other manhole and cleaning again attempted . If , again , successful
0 4/1 5108 SC-24
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PART D -SPECIAL CONDITIONS
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
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 .
04/15108
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. Mark ing on the cab le, or the
SC-25
PART D -SPECIAL CONDITIONS
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.
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 . Upo n completion of review of the tapes
by the Eng ineer, 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 INSP ECT ION OF
SANITARY SEWERS: The cost for Pre-Construct ion Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised . The Contractor shall
04/15108 SC-26
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PART D -SPECIAL CONDITIONS
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 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
D. 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 .
04/15108
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 requ ired 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 (1 O"Hg -9"Hg) (SEC)
Depth of MH . 48-lnch Dia . 60-l nch Dia .
(FT.) Manhole Manhole
0 to 16 ' 40 sec. 52 sec .
18 ' 45 sec. 59 sec .
SC-27
PART D -SPECIAL CONDITIONS
20' 50 sec. 65 sec.
22' 55 sec. 72 sec .
24' 59 sec. 78 sec .
26' 64 sec . 85 sec .
28' 69 sec . 91 sec.
30' 74 sec . 98 sec .
For Each 5 sec . 6 sec .
Additional 2'
1. 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
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 sect ions of sanitary sewer line s 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 tak en to
protect the sewer lines from damage that might be inflicte d 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
04/15108 SC-28
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PART D -SPECIAL CONDITIONS
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 :
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.
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 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 t he
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 . V IDEOTAPE RECORDINGS : The purpose of tape reco rd in g sha ll be to suppl y a visua l and
audio record of pro bl em areas of the lines that may be replayed . V ideo tape reco rding
04/1 5108 SC-29
PART D -SPECIAL CONDITIONS
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.
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.
Telev is ion inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analys is . 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 th e 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 con tractor of its responsibility to furnish materials and equipment conforming to the
requirements of the contract.
D. Not less than 24 hours notice shall be prov ided to the City by the Contractor for operations
requiring testing . The Contracto r shall provide access and trench safety system (if required)
04/1510 8 SC-30
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PART D -SPECIAL CO,NDITIONS
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 (FOR
DISTURBED AREAS LESS THAN 1 ACRE)
A. DESCRIPTION : This item shall consist of temporary so il erosion sediment and water pollution
control measures deemed necessary by the Engineer for the duration of the contract. These
control measures shall at no t ime 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 ope rations . 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 contaminat ion 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 Eng ineer
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 pollut ion-control measures current in
accordance with the accepted schedule. Should seasonal cond it ions make such lim itat ions
unrealistic , temporary soil-erosion-control measures shall be performed as directed by the
Engineer.
2 . Waste or disposal areas and construction roads shall be located and constructed in a
ma n ner that will minimize the amo unt of se d iment entering st rea ms.
3 . Freq uen t fordi ngs of liv e st rea ms w ill n ot be permitted ; th erefore , tem pora ry bri dges or
other stru ctures sha ll be used whe reve r a n apprec iable num ber of st re am cro ssings are
necessary . Unless ot herwise app roved in writi ng by th e Engin eer, mec hanized equi pme nt
shall not be ope rated i n li ve streams .
4 . When work areas or mate r ial sou rces are located in or ad jace nt to liv e strea ms , such area s
s h all be separated from th e stream by a dike or ot he r barrie r to kee p sed ime nt fro m
en te rin g a fl owing stream. Care sha ll be take n d uri ng t he con st ruct ion and re mo va l of su ch
barriers t o minim ize th e mud dying of a st rea m.
5. All w at erways s ha ll be cleared as so o n as p racti c able of fal se work, pili ng , deb ris or other
obstructi ons place d durin g const ru ction opera ti ons t hat are not a part of th e fin ished work.
04/1 5108 SC -3 1
PART D -SPECIAL CONDITIONS
6. 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
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.
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 owne rs ' 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 t he
Forestry Office at 817-392-5738 . 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 Internat ional Society of Arboriculture . Payment for negligent damage to public trees shall be
made to the C ity of Fort Worth and m ay be w ithhe ld from funds due the Cont racto r by the Ci ty .
To pre ve nt th e sp read of the Oak W ilt f u ngus , all wou nds on Live Oak and Red Oak trees shall be
immed iately sea led usi ng a comme rcial prun ing pa int.
No sepa rate pay me nt will be made for any of the w ork inv o lved for th is item and all cos ts in c urred
w ill be co ns id ered a subsid iary cost of t he project.
D-4 3 S ITE RESTORAT ION
The co nt ractor s hall be respons ible fo r res to ring the s ite to o ri g ina l grade and co nditi on afte r
completion of h is ope ratio ns s ubj ect t o app rov al of th e Eng in eer. The bas is fo r approv al by th e
Engin ee r will be grade res to ratio n to p lu s min us one -te nth (0.1) of a fo ot.
04/15108 SC-32
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PART D -SPECIAL CONDITIONS
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.
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 Specifi cation. 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
04/15108 SC-33
PART D -SPECIAL CONDITIO,NS
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 Sodd ing
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 furrows ,
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 so il, 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 comp leted
and shaped to conform to t he cross-section previously provided and existing at the time
sodding operations we re begun . Any excess dirt from plant ing operations shall be spread
uniformly over the adjacent areas or disposed of as directed by the · Engineer so that the
completed surface wi ll present a s ightly appearance.
T he sodded areas shall be t horoug hl y watered im med iate ly aft er t hey are planted and shall
be s u bsequently watered at such t imes and in a manner and quantity directed by th e
E ngineer u ntil completion a nd fi na l accept ance of the proj ect by the C ity of Fort Wo rt h .
3. SEED IN G
DESCR IPTI ON : "Seeding " w il l cons ist of preparin g g ro und , p ro vi d in g a nd plan ti ng seed or a
mixture of seed of th e kind spe ci fied along and ac ross s uch areas as may be des ign ated on
th e Drawings and in ac co rd ance with t hese Specificat ions .
MATER IA LS :
04/1510 8 SC-34
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PART D -SPECIAL CONDITIONS
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 Purity Germination
Common Bermuda Grass 95% 90%
Annual Rye Grass 95% 95%
Tall Fescue 95% 90%
Western Wheatgrass 95% 90%
Buffalo Grass Varieties
Top Gun 95% 90%
Cody 95% 90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS)
Dates
Feb 1
to
May 1
Mixture for Clay or Tight Soils
(Eastern Sections)
Bermudagrass 40
Buffalograss 60
(Western Sections)
Buffalograss 80
Bermudagrass 20
Total : 100 Total : 100
Table, 120.2.(2)b
Mixture for
Sandy Soils
(All Sections)
Bermudagrass 60
Buffalograss 40
Tota l: 100
TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue 50
to Western Wheatgrass 50
Ma y 1 Annual Rye 50
T otal : 100
CONSTR UCTIO N METHO DS : After the des ignated area s have bee n com pleted t o th e lin es ,
grades , and cross-secti ons s ho w n on th e Draw in gs and as provi de d for in oth er item s of thi s
Contract , seed in g of t he ty pe speci fi ed s ha ll be perfo rmed in acc ord a nce with th e requirement s
here in afte r described.
a. Wate ri ng . Seeded a reas sha ll be watered as directed by th e Engi neer so as to pre ve nt
wash ing of t he slopes o r d islodgme nt of t he see d.
04/15108 SC-35
PART D -SPECI.AL CONDITIONS
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.
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
mini mum 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.
04/15108 SC-36
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PART D -SPECtAL CONDITIONS
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.
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 .
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 appl ied uniform ly at the average
rate of three hundred (300) pounds per acre for all types of "Sodd ing" and four hundred (400)
pounds per acre for all types of "Seeding".
MEASUREMENT: Topso il secured from borrow sources will be measured by the square yard
in place on the project site. Measurement will be made only on topsoils secu red from borrow
sources.
Acceptable material for "Seeding " w ill be measured by the linear foo t, co m plete in p lace .
04/1 5108 SC -37
PART D -SPECIAL CONDITIONS
Acceptable material for "Sodding" will be measured by the linear foot, complete in place.
Acceptable material for "Fertil izer" 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 fo r 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,
equ ipment , 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 "Seed ing", or "Sodding", of the type specified , as the case
may be , wh ich price shall each be full compensation for furn ishing all materials and for
performing all operations necessary to complete the work accepted as follows:
Fert ilizer material and application will not be measured or paid for directly , but is considered
s ubs id iary to Sodding and Seeding .
D-46 CONFINED SPACE ENTRY PROGRAM
It shall be t he 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 acti ve 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 t hese manholes . The cost of complying with th is program shall be subsidiary to the
pay ite ms inv olvin g work in c onfi ne d s paces .
04/1510 8 SC-3 8
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PART D -SPECIAL CONDITIONS
D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION
7. 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.
8 . 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.
9. 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.
10 . 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.
11. Final inspection shall be in conformance with general condition item "CS-5.18 Final
Inspection" of PART C -GENERAL CONDITIONS .
D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS)
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.
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.
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 C lass 5 1
0 .1. p ipe shall be utilized.
7. Except in areas whe re clearing is allowed, all trees up to 8" in diameter damaged during
co nstructi on shall be removed and replaced with the same type and d iameter tree at t he
contractor's expense .
8. Contractor shall employ a qualified landscaper for all t he work req u ired for tree care to
ensure util izat ion of the best agricult u ral pract ices and procedures .
04/15108 SC -39
PART D -SPECIAL CONDITIONS
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 fill 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).
Payment shall not be made for verification of existing · utilities per item D-6. Payment for
exp loratory excavatio n (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 surveys, and
all incidentals necessary to complete the work , shall be the unit price bid. No payment shall be
mad e for exploratory excavat ion(s) conducted after construction has begun .
D-52 INSTALLATION OF WATER FACILITIES
04/1 510 8
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 containe d in the General Contract Documents . Payment for work
such as backfill , bedding , blocking , detectable tape s and all other associated appurtenant
required , shall be included in the linear foot price bid of the appropriate BID ITEM(S).
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04/15108
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PART D -SPECIAL CONDITIONS
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
w ith 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 Campany 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 E 1-15 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 responsib ility of the Contractor to verify the exact locat ion and elevat ion of t he
existing line t ie-ins . And any differences in locations and elevat ion of existing line tie-ins
between the contract drawings and what may be encountered in the field shall be
cons idered as incidental to construction . The cost of making tie-ins to exist ing water or
sanitary sewer mains shall be included in the linear foo t bid price of the pipe .
52.5 Connect ion of Existing Mains
The Contractor shall determine the exact location , elevation , configu ration and ang ulatio n
of existing water or sanitary sewer lines prior to manufacturing of the connect in g piece .
Any differences in locations , elevation , configuration , and or angulation of ex isti ng lines
between the contract drawings and what may be encountered in the sa id work shall be
considered as incidental to construction . Where it is required to sh ut down ex is ti ng mains
in order to make proposed connect ions, such down t ime shall be coord inated wi t h the
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04/15108
PART D -SPECIAL CONDITIONS
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 City Project Manager,
Construction Services, Phone 817-392-8306 , at least 48-hours prior to the required shut
down time . The Contractor's attention is directed to Paragraph CS-5.15 INTERRUPTION
OF SERVICE, Page CS-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
& E 1-18) 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 serv ice 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 .
Al l services which are to be rep laced or relocated shall be installed with the serv ice 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
requ ired as specified in Sect ion CS-5.15 INTERRUPTION OF SERVICE.
SC-42
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PART D -SPECIAL CONDITIONS
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 , fitt ings , 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 requ ired), corporation stops , and
fittings shall be included in the price bid for Service Taps to Main .
1. 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 furn ish a new tap with corporation stop. The contractor will be pa id 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.
2 . 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 lin e 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 re locat ions made
perpendicular to t h is centerline w ill be paid f or separate ly. Re loca t ions made along the
centerline will be pa id of in feet of copper serv ice line .
04/15108
When reloca ti on of serv ice me ter and meter bo x is requi red , pay ment for all work and
materials such as bac kfill , fi ttings , fi ve (5) feet of type K copper service and all mate ria ls ,
labor, and e qu ip m ent used by and for the li censed pl um be r sha ll be in cl ude d in the price
bid fo r t he serv ice mete r relocat ion . All other c os ts will be inclu de d in oth er approp ri ate bid
item (s ).
Thi s it em will als o be used to pay for all se rvic e mete r an d meter box re location s as
requ ired by th e Enginee r whe n t he se rvi ce lin e is not be ing re pl aced . Ad just men t of only
the mete r box and customer service line w it hin 5 feet d ist ance beh in d th e meter will not
justify sepa rate pay ment at any t ime . Locat ions wit h multipl e serv ice branc hes will be pa id
for as one serv ice meter and meter bo x re loca tion .
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PART D -SPECIAL CONDITIONS
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 .
1. 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).
2 . 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-lnch 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 .
04/1 5108
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-in ch
service lines shall be install ed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorin e gas or chlorinated
lime (HTH) prior to installati on.
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
locat ion . The meter box shall be reset as necessary to be flush with the existing ground or
as otherwise directed by the Engineer.
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PART D -SPECIAL CONDITIONS
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 cons t ruction, 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 installat ion , 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.
0 4/15108
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 mod ified herein. The C ity will provide all water fo r INITIAL cleaning and
sterilization of water lines . All materials for construction of t he project , including
appropriately sized "pipe cleaning pigs ", chlorine gas or chlorinated lime (HTH) shall be
furnished by the Contractor. Chlorinated lime (HTti) shall be used in sufficien t 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 m illion of free chlor ine.
C hl orinated water shall be disposed of in the sa ni tary sewer syste m. Should a sanitary
sewer not be ava il able , c hl or inated wate r sha ll be "de-ch lorina ted " prior to disposa l. T he
line may not be placed in serv ice until two success iv e sets of sam p les , taken 24 hours
apart , have met th e estab lished standa rd s of p urit y.
Purg ing and ste rili za ti on of th e wate r li nes s hall be cons id ered as incid ental to th e proj e ct
and all c osts inc urred will be cons ide red t o be in c lu de d in t he lin ear fo ot bid pric e of th e
p ipe .
52 .10 Work Near Pressu re Pla ne Bou nd a rie s
Cont ract o r s ha ll take note th at the water line to be re pl aced u nde r t h is cont ract may cross
or m ay be in cl ose p rox imity to an exist in g press u re pl ane bo u nda ry. Care sha ll be take n
to e nsu re all "p ress ure pl ane " va lves insta ll ed are in stalle d clo sed and no cross
co nn ect ion s are mad e betwee n pre ssure plan es
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04/15108
PART D -SPECIAL CONDITIONS
52.11 Water Sample Station
GENERAL :
All water sampling station installatior.is 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 .
Al l ductile-iron and gray-iron fittings , valves and specials shall be wrapped with
polyethylene wrapping conforming to Material Specification E 1-13 and Construction
Specification E2-13 . Wrapping shall precede horizontal concrete blocking , vertical tie-down
concrete blocking , and conc rete cradle . Payment for the polyethylene wrapping , horizontal
concrete blocking , vertica l tie-down concrete blocking , and concrete crad le shall be
included in bid items for vales and fitt ings and no other payments will be allowed.
SC-46
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
3. Steel "T" = Bar stakes , 6 feet long .
4. Smooth Horse-Wire : 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
5. Surveyor's Plastic Flagging: "Tundra" weight , International fluorescent orange or red
color.
6. Combination Fence: Commercially manufactured combination soil separator fabric on
wire mesh backing as shown on the Drawings .
D. ROOT PRUNING
04/15108
7. Survey and stake location of root pruning trenches as shown on drawings.
8 . Using the approved specified equipment , make a cut a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zone .
SC-47
PART D -SPEClAL CONDITIONS
9. Backfill and compact the trench immediately after trenching .
10. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer.
11 . 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 .
12 . 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 .
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 th is specification, it is e·xpressly 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 t o determine the nature of the material to be excavated . The Contractor assumes all
responsibility for interpretation of these records and for mak ing and maintain ing 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 b id price of the pipe.
D-59 PUBLIC NOTIFICATION PRIOR TO BEG INNING CONSTRUCTION AND NOTIFICATION
OF TEMPORARY WATER SERV ICE INTERR UPTION DURING CONSTRUCTION
04/15108 SC-48
.,,_
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PART D -SPECIAL CONDITIONS
Prior to beginning construction on any block in the project, the contractor shall, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front door of 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) 392-
8306 .
All work involved with the notification flyers shall be considered subsidiary to the contract price and
no additional compensation shall be made.
0-60 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) 392-8770 and shall reimburse SSMD for all costs
incurred, both labor and material. No additional compensation shall be made to the contractor for
this reimbursement.
0-61 SANITARY SEWER SERVICE CLEANOUTS
04/15108 SC-49
PART D -SPECIAL CONDITIONS
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.
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 min imum of 2-inches of hot mix asphalt over a minimum of 6-inches of
compacted flex base . The existing asphalt shall be saw cut to provide a un iform edge and the
ent i re width and length of the temporary repa ir shall be rolled with a steel asphalt roller to provide
smooth rideability on the street as well as provide a smooth transition between the existing
pavement and the temporary repair . Cost of saw cutting shall be subsidiary to the temporary
pavement repair pay item .
The contractor shall be responsible for maintaining the temporary pavement until the paving
contractor has mobilized . The paving contractor shall assume maintenance responsibility upon
such mobilization . No additional compensation shall be made for maintaining the temporary
pavement.
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 , establ ishing
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 Cont ractor 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 mark ings provided by the
City, have been lost, destroyed , or disturbed , to prevent the proper prosecut ion and control of the
work contracted for in the Contract Documents , it shall be the Co ntractor's responsib ility, at the
Contractor's sole expense , to have such stakes replaced by an individ ua l registered by t he Texas
Board of Profess iona l Land Surveyor as a Regis tered Land Surveyor. No cla ims for delay due to
lack of replacement of construction st ake s w ill be acce pted , and ti me w ill continue t o be charged in
accordance w it h the Co ntract Docu ment s . ·
D-64 EASEMEN TS AND PERMITS
The perfo rmance of th is con tract requ ires certain temporary const ru ct ion , ri ght-of-e nt ry
agree ments , and /or perm its t o perfo rm wo rk on p ri vate prope rt y.
The City has att empted to obtain t he tem po rary const ruct ion and /or right-of -entry ag reements for
p ropert ies where cons t ruct ion activity is necessa ry on City own ed facilities , su ch as sewe r li nes or
ma nh oles . For locati o ns w he re t he C ity was un abl e t o obt ain th e ease ment o r ri gh t-o f-e nt ry , it
s hall be t he C ont ractor's respons ibi lity to obta in t he ag reemen t pri or to beg in n ing work on subj ect
04/1510 8 SC-50
PART D -SPECIAL CONDITIONS
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 .
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 thoroughly reviewing,
understanding and 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. For
railroad permits, any and all railroad insurance costs and any other incidental costs necessary to
meet the conditions associated with permit(s) compliance, including payment for flagmen, shall
included in the lump sum pay bid item for "Associated Costs for Construction within Railroad /
Agency Right-of-way". No additional compensation shall be allowed on this pay 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
Compliance with and Enforcement of Prevailing Wage Laws
Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258, Texas Government Code
(Chapter 2258), including the payment of not less than the rates determined by the City Council of
the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258 . Such
prevailing wage rates are included in these contract documents .
Penalty for Violation.
A contractor or any subcontractor who does not pay the prevailing wage sha ll, upon demand made
by the City , pay to the City $60 for each worker emplo yed for each calendar day or part of the day
that the worker is paid less than the prevailing wage rates stipulated in t hese con t ract documents.
04/15108 SC-51
PART D -SPECIAL CONDITIONS
This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas
Government Code 2258.023 .
Complaints of Violations and City Determination of Good Cause.
On receipt of information, including a complaint by a worker, concerning an alleged violation of
2258 .023 , Texas Government Code, by a contractor or subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
contractor or subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the contractor or subcontractor has violated
Chapter 2258 , the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation .
Arbitration Required if Violation Not Resolved .
An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a
penalty owed to the City or an affected worker, shall be submitted to binding arbitration in
accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the
contractor or subcontractor and any affected worker do not resolve the issue by agreement before
the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above .
If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th
day after the date that arbitration is required, a district court shall appoint an arbitrator on the
petition of any of the persons . The City is not a party in the arbitration. The decision and award of
the arbitrator is final and binding on all parties and may be enforced in any court of competent
jurisdiction .
Records to be Maintained.
The contractor and each subcontractor shall , for a period of three (3) years following the date of
acceptance of the work , maintain records that show (i) the name and occupation of each worker
employed by the contractor in the construction of the work provided for in this contract ; and (ii) the
actual per diem wages paid to each worker. The records shall be open at all reasonable hours for
inspection by the City . The provisions of the Audit section of these contract documents shall
P~i:tain to this inspection.
Pay Estimates.
With each partial payment estimate or payroll period , whichever is less , the contractor shall submit
an affidavit stating that the contractor has complied with the requirements of Chapter 2258 , Texas
Government Code .
Posting of Wage Rates .
The contractor shall post the prevailing wage rates in a conspicuous place at the s ite of t he project
at all times .
Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all of its
subcontractors to comply with paragraphs (a) through (g) above .
(Wage rates are attached at the end of t h is Part D-special Provisions )
04/1 5108 SC-52
PART D -SPECIAL CONDITIONS
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
National Emissions Standards for Hazardous Air Pollutants (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 asbestos cement pipe (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 II, 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. The Environmental Protection Agency
(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
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)
F. The removal and disposal of ACP shall be subsid iary to the cost of installing the new pipe
unless otherwise stated or indicated on the project plans or contract documents.
D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER
THAN 1 ACRE)
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
04/15108 SC-53
PART D -SPECIAL CONDITIONS
permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water
perm/wwperm/construct.html. 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
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
Storm Water & General Permits Team ; MC-228
P .O. Box 13087
Austin , TX 78711 -3087
STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an
erosion control and toxic waste management p lan and a narrative defining site parameters and
techn iques 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 .
04/15108 SC-54
PART D -SPECIAL CONDITIONS
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.
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.
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 th e 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 res ponsibilities as a
result of these actions .
04/15108 SC-55
PART D -SPECIAL CONDITIONS
D-70 ADDITIONAL SUBMITTAL$ 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 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.
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
directors will be notified . The Engineering Department 's Public Information Officer will , if
necessary, then forward updated notices to the interested individu als.
5 . If th e cont ractor 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 . •
04/15108 SC-56
PART D -SPECIAL CONDITIONS
D-72 AIR POLLUTION WATCH DAYS
The Contractor shall be required to observe the following guidelines relating to working on City
construction sites on days designated as "AIR POLLUTION WATCH DAYS ". Typically , the
OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00
a.m . -10:00 a .m . being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE
ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON
OZONE FORMATION ..
The Texas Commission on Environmental Quality (TCEQ), in coordination with the National
Weather Service, will issue the Air Pollution Watch by 3:00 p.m . on the afternoon prior to the
WATCH day . On designated Air Pollution Watch Days , the Contractor shall bear the responsibility
of being aware that such days have been designated Air Pollution Watch Days and as such shall
not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized
equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10 :00
a.m . if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA
as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emu lsions , or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours between
the hours of 7:00 a .m. -6:00 p.m., on a designated Air Pollution Watch Day , that day will be
considered as a weather day and added onto the allowable weather days of a given month.
D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS
A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway
construction , such as driveways , sidewalks , etc., will be required . The fees are as follows:
1. The street permit fee is $50 .00 per permit with payment due at the time of permit
application .
2 . A re-inspection fee of $25.00 will be assessed when work for which an inspection
called for is incomplete. Payment is due prior to the C ity performing re-inspection.
Payment by the contractor for all street use perm its and re-inspections shall be considered
subsidiary to the contract cost and no addit ional compensation shall be made .
D-74 "GREEN" CEMENT POLICY
As mandated by Fort Worth C ity Council Resolu t ion 3536 , all cemen t ut ili zed fo r this project sha ll
be procured from a kiln utilizing a dry kiln process or from any kil n that does no t produce a n
excess of 1. 71b of NOx emissions per to n of c linker produced . All related cost s f or co m ply in g wit h
t he 'Green ' Cement Policy shall be conside red subsidiary to the applicable project pay items. Th is
policy sha ll also app ly to all cement p roducts includ in g concrete , and co ncrete prod uct s.
The contractor shall complete and submit the 'Green ' Ceme nt Policy Compliance St ate men t
(included in the contract documents) at the t ime of bid opening of the proj ect. Fa ilure to comply
with the 'Green' Cement policy sha ll be grounds for rej ecting the b id as non-respo nsiv e .
Durin g the t erm of the co ntract if ce ment meeting th e ab ov e req uire ment is not ava il able , and
where cement from a no n-comp lia nt source must be ut ili zed , t he con tractor shall fu rni sh good
04/15108 SC-57
PART D -SPECIAL CONDITIONS
faith effort documentation in form of letters from two North Texas cem.ent manufacturers of
'Green' Cement stat ing that no stock of 'green ' cement is available for the contractor at that time .
These letters shall be considered valid for a maximum of one week after which new letters must
be subm itted to the Project lnspecto~ if 'green'.cement continues to rema i_n unavailable.
04/15108 SC-58
DOE NO. XXXX
Project 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 _____ ~
IFYOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL:
MR. AT ____________ _
(CONTRACTORS S_UPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. ____________________ AT ___________________ _
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU ,
____________ _,CONTRACTOR
PART D -SPECIAL CONDITIONS ~ ~1c:t · : · ·• . Fl. TEXAS DEPARTMENT OF HEAL TH · :, ' NoTi"c1RCLErrEMs THAT ARE AMENDED DEMOLITION I RENOVATION· NOTiFICATJ.ON FO~M ,·' ' ' <,,,., 10, ' TD H NOT1FICATION#_ ... -.---.·=·· --------ff . 1) Abelemenl Ccmtract-0r. _ TOH Lii;;ense, Number..__,=c""'",__ __ _ l. Ad~; City: .. . .. . $ilat.e: Zip:-. _···-~,--!~ Offica PhoM J\l.umber: Joi> Slte PMne Numt>et:__ _ · :e · Site &!peMSOr· TOH lialrl$e: N1.1rnber: ---------------U SitecSup,cry'isor:. ·~ TOH license Number: _____________ _ .,~ Train~ Or!~ite,,NESHAP 19-d~vfdu:al· Certin~titm Pete:. _______ _ 8' n l; y Dem'olitiM Cot1iractor:_"_·· ------.::......---,---Adc!re-$s· Ciiy~ S!ete;. ,, ·' .Zip: ____ _ 2) Pr6jeci: Consul!aril Qr 0pen;i1or., _______________ "'""' Mailing Address: _ -·--Cl Ir City: Slate: µp· Office Phone Number:..__ ...... _~----04/15108 A 3) Facjl[ty Owner: -. H All1mtion:..,....= .. ~-----------'-------------...... ~------------P Mpiling Addte$$; . . . A City: ~te: Zip; . Owner Phone Number( 1 _ . . [J T D H 0 L \/ f 0 I a ti 0 fl 7 "Noto~ Tho lnvoieo fot tho notlficatlon fee wlll be &ent to the ownef or Ulo ibuJh:Un.g and tho ibUllng: .:iddtC$$ for the'Invoica will be obt"lneiffr<im the· ln!ormaHon thatls J)tOvided In thfs section. • ' 4} Descrfptlon or Facility Name=·-------------------------------f'hys~I Adtfress; Coon.ty.: Ci(y: Zip:. ___ _ Facility Phpne Number • .. · Facility Contact Person,; _____________ ~ Descdplion of Area/Room Numb~r:·------------~-~~-----------Prior llise; _ Fuluta Use=----------.. -... ~~---------Age of B.\Jildiri,g/Facllily· _ _ S~: Nurnber of Roo~.; .. Sdloot {K • 12): D YES er NO 5} Typo of Work: CJ Demoli!on n Renovatlon {Abatement) o Al"l.nua:I Consolidate.cl Work will be during; O Day · o Evening o Night o Pfi;;t$,ed Pt(lject Oescripllon of work schedule:. ________________ ~~----------~-6) I'S !his.a Public Buildin9? a YES NESttAP-Only F~ci!Uy'? D YES D NO Federal f<aclHty? D Y,ES D NO li\du:strial Site? 0 YES O NO D NO Is Sultding/Facility' Oeeupied:? tl YES ti NO 7) ~ificstion Type CHECK ONLY ONE o Original {10 Working Oay&} O Ca11caUation a Amendment o Emergency/Ordered If' th.is is M amendmBflt, which ~mendmenl number is this?_ (Enclose oopy of original andJor last amendment) rt an emergency, who did you talk with at IDH? Emergency#: _____ _ Date and Hour or EmQJ'g,gncy .(HH/MMIOP/YY): . . . . . . Desctiptiol'I o~ ttie $\Jdden, unex:peate<l event and explanation or how the avent caused unsafe conditions orWouJd cause equipment dam~e (computers. machinery, etc. ___________ ~~--------~-~ 01 B) ™. :setiplion of p.rocedures to be foHowed In the event that lltle.xpected ~estos i:s. found or previoi.,s;ly non•frle.ble liiii Y asb-estos matenal becomes aumbl8d. pul11etiti!d. or reduced to powtfer: -----------=~----E . s 9) W.;is en A!lbestos Sl.lrvey performed? :J YES Q NO O.ate: J I TOH lm,pecto.r License No;. ______ _ GI An:atylical Method; o PLM o TEM o Assumed TOH Laboratory Licens.,e No: ,..... ____ _ N (For TAHPA (public building) projects: ;;in .;issum::ition must be made by a TOH Ui:;oosed lnsp~or) 10) Descriplion of planned c!emoHtion or renovation work, type ofmeterisl, and metnod(s) to be used...,·---~---11) Desctiplion or wor.k pr.;iclices and engineering conrtrots to be used to prcvoot ~missron.s or asbes1o.s at the demoliticn/renovalfon: _____ ~--------------------------SC-60
-
-
04/15108
PART D -SPECIAL CONDITIONS
::. ,\,\ ... '. . _..., ~~. -_: -·· ... , <.r,?~r-~-, ~~-~-·=".'':~,--.,(<,-,(,~',;'::·
'~proxlmate;a.rrt9llnf~f ' • /Cli~ek unit o.t j'nlNls.4,J:cment
, --. AsbKlo$.c: #,,, , '' ,
Pipes Surface Area
, ·AACM 'NOTremove<f
fnon.-friable removed
~ ·~·
II non-friable removed -' .
II non.friable f:,IOTremoved
RACM Off-Facility Component , ,_..
14) War;~ D[sposal Site Name :_-'--'-------........ """"" ....... ----------------~---;,;__-Address: ---·--···---· C:ity: _________ state: ___ Zip: __ -~~
Tcleph one : .... C _ _,,_.) _____ TNRCC Permit Nvml;ler:: --------
15) for strucrurally uns _ound facllltles •. attach a ropy of -demolruon order and idenlifyGovemmenta! Official below:
Nam&; · Registration No:-------------
Ti ll e; .
Date of order {MMfbDIVY)_ __ L . I Data order to begin (MWOD/YY) -~~--
16) Schei:fuled Oates of .Asbestos Abatement (MM/DDJYY} Start __ _,/_· _ _,I __ Complete; --'-----''-
17) Sch:ei:!o led Pates Demolition lRe n(waoon {MM/00/YY) Slart: I ..... L Complet~=-~'-· -~'~---
... Not1Klf the start dale on;thls nolifleaticm .~n not bo l'l'klt, lh; TOH R~ional or .Local Program office Must be'contecmd by
phone prior to t he &tarl data. Fallureto doiso 111 Jvto~tlon t:n @cco«Jan~1o TAHPA. ~Jon 295'.~1. .
I ttereby certi1y ttlat ell Information I have provided Is cOlrect, complett1., and true to tM bast of my lmawfei:!ge ., t ~cl<ntl'Nledge
that lam respons lble for an aspects or.the notif1Calion form, isiclud i ng, but oot limilirt9 ,·coofoot and submlss fon: dates. The
rnaxirnum penalty i$ $10,000 pe r day per violafloo ; ·
(SJgna.lure of Building Owner/ Operator
or Oel~ted Coosult.ant/Contractot)
MAIL TO:
(Prlt1ted Nama) (Date}
ASBESTOS NOlli=LCATtON SECTION
TOXIC suaSTANCI;S CONTROL DIVISION .
TEXAS DEPARTMENT OF HEAL'l'H
PO BOX 143:538
AUSTIN, TX 78714-l538
PH: 51:2-Sl{-6600, 1-800-572-5548
(Telephorie)
{Fax Number)
Form APB#-5, cl~ted 07'/2.'J/02. Rep.laces TDH foon dated 0711W1. Fot assistance in compt~Jingform, call 1-SOQ.572-5548.
SC-61
"' ,t 1! City of For;t Worth . {i~1i,,t:~ Highway (Heavy) Construction
ijfu l} ff,@l ,lli;;; d?b Preva ili ng Waoe ,Rates For 2006 '~
Classifications Hrly Rts Classifications Hrly Rts
Air Tool Operator $1 0 .06 Scraper Ope rator $1 1 .4 2
Aspha lt Ra ker $1 1.01 Servi cer $12.32
Asph a lt Shoveler $8 .8 0 S lip Form Mach ine Operator $12.33
Asph a lt Distributor Operator $13 .99 Sp re ader Bo x Operator $1 0 .92
Asphal t Paving Machine Operator $12 .78 T ractor o perator, Crawle r T ype $12 .6 0
Batch ing Plant Weigher $14 .15 T racto r operato r, Pneumatic $12 .91
Broom or Sweepe r Opera tor $9 .8 8 Traveling Mi xer Operator $1 2.03
Bu ll doze r operator $13 .22 Truck Dri ver-Sing le Axle (light) $1 0 .9 1
Carpe nter (Rough ) $12 .80 Truck Drive r-S ing le Axle (H eavy) $1 1.4 7
Concrete Fi ni sher-Paving $12 .85 Truck Dr iver-Tandem Axle Semi-Traile r $11 .75
Concre te Finisher -Structures $13 .27 Truck Driver-Lowboy/Float $14.93
Con crete Paving Curb ing Mach. Ope r. $12.00 Truck Driver-T ra nsit Mi x $12 .08
Concre te Paving Fini s hing Ma ch . Ope r. $13.63 Wagon Drill , Boring Mach ine , Pos t Hole Dri ller $14 .00
Concre te Paving Joint Sealer Op er. $12 .50 W elder $13 .57
Concrete Pavi ng Saw Oper. $13 .56 W ork Z on e Barricade Servicer $10.09
Concrete Pav ing Sp re ad e r Oper. $1 4 .50
Con cre te Rubber $10 .61
Crane , Clamshe ll , Ba ckhoe , De rr ick, Dragli ne , Shovel $1 4 .12
Electrici an $18 .12
Fl agge r $8 .43
Form Bu ild er-Structu re s $11.63
Form Setter-Pavi ng & Curbs $11.83
Founda ti on Drill Ope rator, C ra wle r Mo unted $13 .67
Fo undatio n Drill O pe rato r, Truck Moun te d $16 .30
Fro nt End Loade r $12.62
Laborer-Co mmon $9 .18
Labora r-Utility $10 .65
Mech a nic $16 .97
'
Milli ng Machi ne O pera tor, Fin e G rade $11 .83
Mi xer Ope rato r $11 .58
Moto r Grader Operator (Fine G rade ) $15 .20 -Moto r G rader Operator, Rough O iler $14 .50
Painter, Structures $13.1 7
Pa vement Mark ing Machine Oper. $10 .04
Pipe La yer $11.04
Roller , Steel Wheel Plant-Mi x Pavements $11.28
Rolle r, Stee l Wheel Oth er Fla twheel o r Tamping $10 .92
Roller , Pneumat ic, Se lf-Propelled Scraper $11 .07
Reinforcing Steel Setter (Pa v ing ) $14 .86
Reinfo rc ing Steel Setter (Stru cture ) $16.29
Part DA -Additional Special Conditions
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-1 AW ARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS
OMITTED ................... , ...................................................................................................................... 5
DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE OMITTED ................ 5
DA-3 PIPE ENLARGEMENT SYSTEM OMITTED ........................................................ 5
DA-4 FOLD AND FORM PIPE OMITTED ..................................................................... 5
DA-S SLIPLINING OMITTED ........................................... .,., ...................................... ,.. ... 5
DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT OMITTED ........................... 5
DA-7 TYPE OF CASING PIPE OMITTED ..................................................................... 5
DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR OMITTED ................ 5
DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION
OMITTED ...................... , ....................... ,., .................................................. , ...... , ........ .,., ...... .., ...... .., .......... 5
DA-10 MANHOLE REHABILITATION ................................................................................. 5
DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION ................... ,., 15
DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM
OMITTED ............................................................................................................................................. 16
DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM OMITTED ... 16
DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM OMITTED
17
DA-15 INTERIOR MANHOLE COATING -RA VEN LINING SYSTEM OMITTED 17
DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY
LIN'ER OMITTED ... .,. ............... , ...... .,. ........ , ............... , ........ ,., ............... , ........ , ........................ , ....... .., 17
DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTE,M OMITTED ...... 17
DA-18 RIGID FIBERGLASS MANHOLE LINERS OMITTED ..................................... 17
DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED ................. 17
DA-20 PRESSURE GROUTING OMITTED ................................................................... 17
DA-21 VACUUM TESTING OF REHABILITATED MANHOLES ........................... , ........ 17
DA-22 FIBERGLASS MANHOLES OMITTED ............................................................. 20
DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES
OMITTED .......................................................................................................................................... 20
DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER OMITTED ........ , ...... 20
DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS OMITTED ....................... 20
DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE OMITTED········---···· 20
DA-27 GRADED CRUSHED STONES ................................................................................... 20
DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE OMITTED ............................ 20
DA-29 BUTT JOINTS -MILLED OMITTED ................................................................ 20
DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) OMITTED ....................... 20
DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTED ............. 20
DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED ........................................ 20
DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED ........................ , .......... 20
DA-34 8" PAVEMENT PULVERIZATION OMITTED .................................................. 20
DA -35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT)
OMITTED .................................................................................. , .................................................... 20
DA-36 RAISED PAVEMENT MARKERS OMITTED .................................................... 20
11/02104 ASC-1
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING
OMITTED ....................................................................................................................................... 20
DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL
OMITTED ............................................................................................................................................... 20
DA-39 ROCK RIPRAP -GROUT -FILTER FABRIC ......................................................... 20
DA-40 CONCRETE RIPRAP OMITTED ....................................................................... 24
DA-41 CONCRETE CYLINDER PIPE AND FITTINGS OMITTED ............................. 24
DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITTED ............................... 24
DA-43 UNCLASSIFIED STREET EXCAVATION OMITTED ...................................... 24
DA-44 6" PERFORATED PIPE SUBDRAIN OMITTED ................................................. 24
DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS OMITTED ....................... 24
DA-46 'RECOMMENDED SEQUENCE OF CONSTRUCTION OMITTED .................... 24
DA-47 PAVEMENT REPAIR IN PARKING AREA OMITTED .................................... 24
DA-48 EASEMENTS AND PERMITS .................................................................................... 24
DA-49 HIGHWAY REQUIREMENTS OMITTED ......................................................... 25
DA-50 CONCRETE ENCASEMENT OMITTED ........................................................... 25
DA-51 CONNECTION TO EXISTING STRUCTURES ........................................................ 25
DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION OMITTED. 25
DA-53 OPEN FIRE LINE INSTALLATIONS OMITTED .............................................. 25
DA-54 WATER SAMPLE STATION OMITTED ........................................................... 25
DA-55 CURB ON CONCRETE PAVEMENT OMITTED .............................................. 25
D·A.-56 SHOP DRAWINGS .............................................................................................................. 25
DA-57 COST BREAKDOWN ...................................................................................................... 26
DA-58 ST AND ARD STREET SPECIFICATIONS H.M.A.C. OVERLAY OMITTED ... 26
DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP OMITTED ....................................... 26
DA-60 ASPHALTDRIVEWAYREPAIR OMITTED ..................................................... 26
D.A-61 TOP SOIL .......................................................................................................................... 26 -DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT
OMITTED ........................................................................................................................................ 26
DA-63 BID QUANTITIES .......................................................................................................... 26
DA-64 WORK IN HIGHWAY RIGHT OF WAY OMITTED ......................................... 27
DA-65 CRUSHED LIMESTONE (FLEX-BASE} .................................................................. 27
DA-66 OPTION TO RENEW OMITTED ....................................................................... 27
DA-67 NON-EXCLUSIVE CONTRACT OMITTED ......................................................... 27
DA-68 CONCRETE VALLEY GUTTER OMITTED ...................................................... 27
DA-69 TRAFFIC BUTTONS OMITTED ........................................................................ 27
DA-70 PAVEMENT STRIPING OMITTED .................................................................... 27
DA-71 H .. M.A.C. TESTING PROCEDURES OMITTED ................................................ 27
DA-72 SPECIFICATION REFERENCES .............................................................................. 27
DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW
PREVENTER/CONTROL VALVE AND BOX OMITTED .............................................. 27
DA-74 RESILIENT-SEATED GATE VALVES OMITTED ............................................ 27
DA-75 EMERGENCY SITUATION, JOB MOVE-IN OMITTED .................................. 27
DA-76 1 Yi" & 2" COPPER SERVICES OMITTED ........................................................ 27
11/02104 ASC-2
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PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-77 SCOPE OF WORK (UTIL. CUT) OMITTED ...................................................... 28
DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) OMITTED ........................ 2 8
DA-79 CONTRACT TIME (UTIL. CUT) OMITTED ...................................................... 28
DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) OMITTED .. 28
DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) OMITTED .................... 28
DA-82 LIQUIDATED DAMAGES (UTIL. CUT) OMITTED .......................................... 28
DA-83 PAVING REPAIR EDGES (UTIL. CUT) OMITTED ........................................... 28
DA-84 TRENCH BACKFILL (UTIL. CUT) OMITTED ................................................. 28
DA-85 CLEAN-UP (UTIL. CUT) OMITTED ................................................................... 28
DA-86 PROPERTY ACCESS (UTIL. CUT) OMITTED ................................................. 28
DA-87 SUBMISSION OF BIDS (UTIL. CUT) OMITTED ............................................... 28
DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) OMITTED .................. 28
DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) OMITTED
28
DA-90 2,, TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) OMITTED ................................. 28
DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT)
OMITTED .............................................. .., ........................................................................................ 28
DA-92 MAINTENANCE BOND (UTIL. CUT) OMITTED .............................................. 28
DA-93 BRICK PAVEMENT (UTIL. CUT) OMITTED ................................................... 28
DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) OMITTED ................................ 28
DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) OMITTED ........................ 28
DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) OMITTED ........... 28
DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) OMITTED ........................................ 28
DA-98 UTILITY ADJUSTMENT (UTIL. CUT) OMITTED ............................................ 28
DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL.
CUT) OMITTED ................................................................................................................................. 28
DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR(UTIL. CUT} OMITTED ... 28
DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITTED ......................... 29
DA-102 PAYMENT (UTIL. CUT) OMITTED ................................................................... 29
DA-103 DEHOLES (MISC. EXT.) OMITTED .............................................................. 29
DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMITTED ....................... 29
DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) OMITTED .............. 29
DA-106 BID QUANTITIES (MISC. EXT.) OMITTED ................................................. 29
DA-107 LIFE OF CONTRACT (MISC. E XT.) OMITTED ............................................ 29
DA-108 FLOWABLE FILL (MISC. EXT.) OMITTED ................................................. 29
DA-109 BRICK PAVEMENT RE.PAIR (MISC. REPL.) OMITTED ............................. 29
DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) OMITTED
DA-111
DA-112
DA-113
DA-114
DA-115
DA-116
11/02104
29
WORK ORDER COMPLETION TIME (MI SC. REPL.) OMITTED .............. 29
MOVE IN CHARGES (MISC. REPL.) OMITTED ............................................ 29
PROJECT SIGNS (MISC. REPL.) OMITTED .................................................. 29
LIQUIDATED DAMAGES (MISC. REPL.) OMITTED ................................... 29
TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) OMITTED ................ 29
FIELD O FFICE OMITTED .............................................................................. 29
ASC-3
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-117 TRAFFIC CONTROL PLAN OMITTED ......................................................... 29
DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS
OMITTED29
DA-119 FIBERGLASS SEWER PIPE-GRAVITY SERVICE ......................................... 29
DA-120 HINGED MANHOLE ............................................................................................... 33
DA-121 T -LOCK SHEET LINER .............................................. , .......................................... 33
DA-122 PASSIVE ODOR CONTROL FOR VENT PIPE ................................................... 40 -DA-123 STOP LOGS ASSEMBLIES .................................................................................... 43
DA-124 REINFORCED CONCRETE PIPE (RCP) ............................................................. 46
DA-125 CUT AND PLUG ..................................................................... , .................................. 46
DA-126 REMOVE JUNCTION STRUCTURE ...................................................................... 47
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11/02104 ASC-4
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS OMITTED
DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE OMITTED
DA-3 PIPE ENLARGEMENT SYSTEM OMITTED
DA-4 FOLD AND FORM PIPE OMITTED
DA-5 SLIPLINING OMITTED
DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT OMITTED
DA-7 TYPE OF CASING PIPE OMITTED
DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR OMITTED
DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION OMITTED
DA-10 MANHOLE REHABILITATION
A. GENERAL
1. Scope . This section covers the rehabilitation of sanitary sewer manholes and
other appurtenances in accordance with the Manhole Rehabilitation Details in the
specifications. The rehabilitation requirements for each manhole are listed in the Manhole
Rehabilitation Schedule in the specifications (For D.O.E. 5405 , see sheet 17 for the
rehabilitation of manhole at M-2448 Sta. 91 +34 for work items). Manhole rehabilitation
includes repairing , replacing, or restoring manhole frame & cover , frame seal, chimney ,
corbel, wall, bench , invert and/or pipe seal(s).
The Contractor shall furnish all labor, supervision , materials, equipment and testing
required to complete the rehabilitation of the manholes listed in these Contract
Documents.
2 . General : Contractor is responsible for locating all manholes scheduled for
3 .
11 /02104
rehabilitation. Contractor shall notify City Engineer if a manhole cannot be located .
Contractor shall contact City Engineer to determine if materials removed from
rehabilitated manholes will remain the property of the Owner. If so, Contractor shall
coordinate when and where to deliver salvaged material to the Fort Worth Water
Department. If not , Contractor shall be responsible for disposal of material. Contractor
shall provide watchmen, barricades and warning signs to protect his workers ,
inspectors, and the public. Contractor shall, at no add itional cost to the Owner, replace
any portion of an existing manhole that is damaged during rehab ilitation of the manho le .
Contractor shall provide necessary means to prevent wastewater flow from co ntact ing
material used for rehabilitation prior to fully curing . Loose and broken bri ck and mortar
shall be removed immediate ly from the manhole t o eliminate the poss i bility of pieces
entering the sewer li nes .
Su bm ittals :
ASC-5
PART DA -ADDITIONAL SPECIAL CONDITIONS
a. Product Informat ion. Contractor shall submit manufacturer's information on
products proposed to be used that are not specifically named in the Contract
Documents .
b. Personnel Qualifications . Prior to start ing manhole coating , Contractor shall
submit qualifications of personnel that will be performing wall repairs and coating
procedures . Proposed personnel shall verify certification within the last two years
by the coat ing manufacturer and verify working on at least three projects with
s imilar coating within the previous 12 months .
c . Work Schedule . Prio r to beginning work on bench and invert replacements ,
complete manhole replacements , or construction of new maintenance manholes ,
Contractor shall submit for review by Owner's Representative a plan for
maintaining wastewater flow without any interruptions . Contractor shall mainta in
wastewater flow at all times .
4 . Quality Assurance . Contractor will be responsible for all testing laboratory services in
connection with data required for review of materials proposed to be used in the Work.
Contractor shall obtain Engineer's acceptance of the testing laboratory before having
services performed and shall pay for all costs for testing . Owner may , at his discretion ,
perform quality control tests on materia ls during and after their incorporation in the
Work . If any of these tests fail , Contractor will be responsible for correcting situation
and shall pay for any retest. All costs for quality assurance testing w ill be subsidiary to
the Work.
5 . Delivery , Storage , and Handling . Upon delivery , all material shall immediately be stored
and protected until installed in the Work . All material shall be labeled and stored in
accordance to the manufacturer's recommenda t ions and all local , state , and federal
regulations .
6 . Testing . All rehabilitated manholes sha ll be tested in accordance with Section D-63 .
B. MA TE RIALS
1 1/02104
1. C leaners :
2.
Water
Cleane rs
Wall , Bench , Trou gh , Gro ut i ng ,
and Pip e Sea l Rep air
Hyd rau li c Cement
Q u ic k-sett ing Morta r
Urethane Ge l Grout
Cem enti ti o us Grout Ma te ri al
AS C-6
Clean and free from delet eri ous substa nce s .
Dete rgen t , muriatic acid or appro ved equal.
St ron g-Seal Plug , Pe nny Grout , IPA
"Octocrete ", or appro ved equa l.
Strong-Sea l QSR , Rapid Set, or app ro ved
equa l.
Scotch-Sea l "56 10 and 56 12" or app ro ved
equ al.
Sa uerei se n Ce men ts "F-1 00 G rout" or
approv ed equ al.
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3 .
4 .
5 .
6 .
7 .
8.
PART DA -ADDITIONAL SPECIAL CONDITIONS
Activated Oakum 3M Scotch Seal "5600" or approved equal.
Two-Part Epoxy Adhesive Coating American Chemical Corp . "Aquatapoxy" or
approved equal.
Concrete Bonding Agent ThoroSeal "Aery! 60" or approved equal.
Concrete
External Manhole Coating
Coal Tar
Internal Manhole Coatings -Omit
Non-cementitious
Cementitious
Frames, Covers, and Inserts
Manhole Frames and Covers
-Omit
Watertight Manhole Frames and
Covers
Manhole Insert -Polyethylene
-Omit
Manhole Insert -Stainless Steel
Fiberglass Manhole Liner -Omit
PVC Lined Concrete Wall -Omit
Reconstruction
Joint Material
Adjustment Rings
Bituma stic Gasket Material
Bitumastic Trowelable Material
Material in accordance with City of Fort
Worth Water Department General Contract
Documents .
Tnemec "46-450 Heavy Tnemecol", Kop
Coat "Bitumastic Black Solution", or
approved equal.
Sprayroq "Spray Wall" or Raven 405 .
Standard Cement Materials "Reliner MSP" or
Quadex "QM-1s".
McKinley "Type N with indented top",
Neenah "R1726A", or approved equal.
Neenah "R 1915-E , Type L" or approved
equal.
Corrosion-proof high density polyethylene ,
1/8" thick in accordance with Fort Worth
Water Department General Standards E100-
4 .
Southwestern Packing & Seals, Inc.,
"T etherlok".
Material in accordance with Section DA-15
of these specifications.
Material in accordance with Section DA-16
of these specifications .
Single-piece, precast concrete , ASTM
C478 , 2" min. thickness.
RAM-NEK , EZ-STIK or approved equal.
GS-702 compound or approved equal.
9. Miscellaneous
Root inhibitor Dichlobenil 2 ,6 -dichlorobensonitrile , or
approved equa l.
C. EXECUTION
1. Ins pection . Prior to beginning the Work on a manhole , the Contractor shall inspect the
manhole and notify City Engineer if actual conditions are in conflict with Manhole
11/02104 ASC-7
PART DA -ADDITIONAL SPECIAL CONDITIONS
Rehabilitation Schedule. After City Engineer revises schedule, Contractor shall
commence with Work.
2 . Manhole Rehabilitation Repairs . Each manhole listed in the Manhole Rehabi litation
Schedule will be repaired with at least one of the following repair methods . The
requirements for each repair shall be completed as described in this section and as
indicated on the Manhole Rehabilitation Details in the specifications .
11/02104
a . Cover/Frame/Frame Seal Replacement.
1) Paved Areas : Make square full depth saw cut and remove the pavement to
expose the entire manhole frame and exterior of manhole a minimum of 6
inches below the top of the structurally sound structure , keeping trench
sides as vertical as possible . Remove the pavement by breaking out from
saw cut toward the manhole to avoid breaking the frame .
Non-paved Areas: Excavate adjacent to the manhole to expose the entire
frame to a minimum depth of 6 inches below the top of the structurally
sound structure , keeping trench sides as vertical as possible. Limit
excavation to a 6-foot by 6-foot working area .
2) Remove and replace the existing frame , cover , and sealing material.
Furnish bolt down frame and cover, if required by Manhole Rehabilitation
Schedule in the Specifications . If grade rings are broken , deteriorated , or
loose , Contractor shall notify Engineer prior to placing manhole frame .
Also , if manhole contains brick grade adjustments on top of concrete corbel
or chimney , Contractor shall replace the brick grade adjustments with
precast concrete rings in accordance with manhole grade ring
replacements.
3) Clean exposed interior and exterior surfaces of the existing chimney and
inspect for reuse . Wire brush and apply a concrete bonding agent and
quick setting hydraulic cement to the top surface of the manhole to provide
a smooth surface prior to installing new grade rings and bitumastic
material.
4)
5 )
Surfaces between the frame , adjustments , and corbel sections shall be
free of dirt and debris . Bitumastic gasket material (minimum ~ inch thick)
shall be placed in two concentric rings along the inside and outside edge of
each joint or use bitumastic trowelable material. Butt joints of the two rows
of bitumastic material shall be positioned opposite of each other. No steel
shims , wood , stones , or any m ate ri al not specifically accepted by the
Engineer may be used to obtain final surface elevation of the manhole
frame .
In paved a reas , frames shall be installed so the top of the casting will
conform to the slope and finish e levation of the paved surface . Allowances
for the compression of the bitumastic material shall be made to ass ure a
proper final grade elevation . Manhole rims in parkways , lawns , or other
improved lands shall be at an elevat ion not more than one (1) inch nor less
ASC-8
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11 /02104
PART DA -ADDITIONAL SPECIAL CONDITIONS
than one-half (1/2) inch above the surrounding ground . Backfill shall
provide a uniform slope from the manhole frame for not less than three (3)
feet each direction to existing ground elevations.
6) In drainage areas, frames shall be installed so the top of the casting will be
at the same elevation that existed prior to rehabilitating the manhole .
7) If the inside diameter of the manhole is too large to safely support new
grade adjustments or frame, the corbel shall be replaced or a flattop
installed prior to placing frame.
8) The exposed, exterior surfaces of manhole corbel, chimney , and frame
shall be wire brushed and coated with two coats of coal tar, 14 mils OFT.
The grade adjustments shall be wrapped with a 6 mil polyethylene sheet.
9) In unpaved areas , backfill with excavated material and compact with
mechanical equipment. In paved areas, backfill with granular material
meeting requirements of Item 402 and Section E1-2 to the limits shown on
figures in Section H.
10) A concrete collar shall be constructed in accordance with Figure 121 .
Concrete collars will be required on rehabilitated manholes and new
replacement manholes as listed in the manhole rehabilitation schedule .
Construction of concrete collar will be paid for separately for each manhole
and shall include surface restoration (including seeding/sodding) and
permanent pavement repair. Repair of pavement outside of 4 foot by 4
foot concrete collar shall be equal to or superior in composition , thickness ,
etc., to existing pavement and/or as detailed in the Transportation and
Public Works Department typical sections for Pavement and Trench Repair
for Utility Cuts, Figures 1 through 5 . Non-standard concrete collars shall be
constructed at locations authorized by the Engineer.
b. Reseating/Sealing of Existing Frame (omit)-Work shall be done in accordance
with Section D-27, with the exception that the existing frame shall be reused . The
frame and cover shall be inspected for any defects and notify the Owner's
representative if it is damaged or deteriorated. All scale , dirt, and debris shall be
removed from the existing casting with a wire brush .
a . Grade Adjustment -All Work shall be done in accordance with Section D-27 ,
with the exception that the existing frame shall be raised or lowered to
surrounding surface elevations in accordance with the Grade Adjustment
Detail.
1) In brick manholes , remove and replace the defective chimney up to a
maximum of 24 inches below the frame . If chimney is defective below 24
inches , Contractor shall notify Engineer prior to completing manhole
rehabilitation.
2) Existing defective concrete grade ring adjustments and all brick or block
adjustments shall be replaced with precast concrete adjustment rings .
ASC-9
11/02104
PART DA -ADDITIONAL SPECIAL CONDITIONS
3) Where partial manhole replacement is required on the Manhole
Rehabilitation Schedule , the following shall apply :
a) The extent of partial manhole replacement shall be based on the
depth of deterioration as determined by the Owner's
Representative. The remaining structure shall be capable of
supporting the newly constructed portions of the manhole.
b) Excavate the work area to expose the entire depth of deterioration
in the existing manhole to a minimum depth of 6 inches below the
top of structurally-sound structure.
c) Perform reconstruction to allow easy access into the manhole. No
more than 12 inches of depth of precast concrete grade adjustment
rings shall be allowed to obtain proper grade. Perform
reconstruction in accordance with the Partial Manhole Replacement
Detail.
d) Seal manhole joints in accordance with Section D-27 .
e) Precast corbel , or barrel sections may be used as necessary . The
diameter of the precast sections shall be consistent with the existing
remaining structure . Place a flattop section on existing manhole
structure prior to setting precast sections . Flattop sections shall not
overhang existing manhole structures by more than 6 inches . If the
clearance from the underside of the proposed flattop to the
manhole invert is less than 4 Yi feet, the manhole shall be
completely replaced .
f) Partial Manhole Replacement shall also include replacement of
frame, cover, and sealing of frame and grade adjustments.
g) Remove all debris from reconstruction from the manhole and
dispose of properly .
d. Interior Manhole Coating (omit)-Interior manhole coating shall meet the
requirements of Section DA-12 , DA-13 , DA-14 , DA-15 , DA-16 and DA-17 .
e . Bench and Invert Rehabilitation
f .
1) Remove existing deteriorated bench and invert material to solid material.
Care shall be taken to avoid allow in g broken pieces of brick and mortar to
enter the sewer lines.
2) Apply concrete bonding agent and quick setting concrete to form a smooth
surface and continuous invert with the sewer pipe . New bench and invert
shall be formed in accordance with repair Bench and Invert Rehabilitation
Detail.
Bench and Invert Replacement
ASC-10
-
-
-
11 /02104 -
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
1) Remove the existing bench and trough completely. If the existing trough is
formed of sewer pipe laid continuously through the manhole, special care
shall be taken to ensure that the pipe seal and the sewer pipe to remain is
not damaged . Contractor shall, at no additional cost , replace any portion of
the existing manhole or sewer pipe to remain that is damaged during bench
and invert replacement.
2) Install new bench and trough with Class A concrete in accordance with
repair detail. Surface shall be troweled smooth and the invert of the trough
shall form a continuous smooth flow path from pipes entering the manhole
to where they exit. The bench and invert shall form a watertight seal with
the manhole wall , pipe, and bench/trough area .
3) If the manhole base is deteriorated or nonexistent, the minimum thickness
of the bench/trough shall be six inches.
g . Removal of Existing Manhole -Work shall be conducted as specified in Section D-
29 .
h. Construct New Manhole
1) Completely remove the existing manhole structure.
2) Construct new manhole in accordance with Section D-27 of these
specifications. Connect to existing sewers using flexible couplings .
3) Contractor shall maintain existing wastewater flows at all times . Contractor
shall submit a plan for maintaining wastewater flows to the Engineer prior
to beginning work.
i. Pressure Grout Pipe Seals , Bench and Trough , and Lower Portion of Manhole
1) All work shall be done in accordance with Section DA-19 of these
specifications .
2) Remove all foreign materials from the manhole walls around the pipe seal
and within the pipe seal itself, including all loose and protruding brick,
mortar and concrete . Stop active leaks using products specifically for that
purpose .
3) Remove deteriorated area of t he pipe seal to sound material. Apply
bonding agent to area and place hydraulic cement to fill voids to form a
watertight seal around pipe .
4) Drill holes around the pipe seal , bench/trough and lower portion of the
manhole and inject urethane gel grout into holes in accordance with repa ir
deta il. Activated oakum rope shall be used to fill the injection hole after
removal of the g routing probe. Patch the injection hole wit h hydraul ic
ASC-11
PART DA -ADDITIONAL SPECIAL CONDITIONS
cement and apply a water resistant two-part epoxy coating to the patch .
Clean all grout from interior of manhole.
j. Manhole Step Removal -Remove existing manhole steps and fill voids with
hydraulic cement in accordance with repair detail.
k . Patch Holes -Clean and remove loose debris from holes to be patched. Apply
bonding agent to surface of holes and fill voids with hydraulic cement in
accordance with repair Patch Holes Detail.
I. Watertight Manhole Insert -Install watertight gasketed manhole inserts as
specified in Fort Worth Water Department Standard E100-4.
m. Grout Flattop to Wall Joint (omit)-Injection holes shall be drilled through the
manhole at 90 degree angles from each other within 4 inches of the bottom of the
flattop . Provide additional holes near observed defects , if necessary . Urethane
gel grout shall be injected through the holes under pressure with a probe designed
for this purpose. Injection pressure shall not cause damage to the manhole
structure or surrounding surface features. Grouting from the ground surface will
not be allowed . Grout travel shall be verified by observation of grout at defects or
adjacent injection holes . Provide additional injection holes , if necessary , to ensure
grout travel. Injection holes shall be cleared with a drill and patched with a
waterproof quick setting mortar. The flattop to wall joint shall be pressure washed ,
cleaned , filled with a non-shrink grout, and finished smooth .
n . Fiberglass Manhole Insert (omit) -Work shall be conducted as spec ified in
Section DA-18.
o . PVC Lined Concrete Wall Reconstruction (omit)-Work shall be conducted as
specified in Section DA-19 .
p. Point Repair to Replace Sewer Line , 6"-15" Diameter ( omit)-This item shall apply
at those locations indicated in the Manhole Rehabilitation Schedule and those
additional locations authorized by the Engineer. The Contractor shall excavate
adjacent to the manhole to uncover the damaged sewer pipe . This pipe shall be
carefully removed from the manhole to the first sound joint (maximum of 5 feet) of
p ipe . This pipe shall be replaced with SOR 35 PVC pipe of the same nominal size.
This pipe shall be connected to the existing sewer using flexible connectors
approved by the C ity . The connection of the new pipe to the manho le shall be
made using flex ible gaskets meet ing the requirements of ASTM C-923 , grouted
into the manhole wall usin g non-shrink grout. Embedment mate r ial shall be
installed arou nd the pipe up to the pipe sp ringline . Backfill material confo rming to
Ci ty specificat ions shall be placed and compacted as required . Th is it em shall
include surface restoration an d permanent pavement repair .
q. Bypass Pumping -The Contractor shall furnish and operate pumping eq ui pment
and piping as required for bypass pumping necessary to complete any manhole
rep lacemen t or rehab ilitation wo rk .
D. ME A SUREMENT AND PAYMENT
11102104 ASC-12
-
-
-
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
1. Frame and Cover Replacement: Payment for installation of new manhole frames
and covers shall be based on the Contract unit price and the actual quantity
installed . The Contract unit price shall be full payment for the new manhole frame
and cover, excavation, installation of the manhole frame and cover, minor grade
adjustment , backfill, and demolition and disposal of waste materials .
2. Grade Ring Replacement: Payment for installation of new grade rings shall be
based on the Contract unit price and the actual quantity of new grade rings
installed. The Contract unit price shall be full payment for the new grade rings. All
costs for installing and sealing grade rings shall be included in the applicable
Contract unit price for sealing of frame and grade rings .
3. Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole
frames and grade adjustment rings in paved areas shall be based on the Contract
unit price and the actual number of manholes where sealing of the manhole frame
and/or grade adjustments in paved are required. The Contract unit price shall be
full payment for excavation , pavement removal, sealing materials, installation of
grade rings, sealing , minor grade adjustment, backfill, and demolition and disposal
of waste materials.
4 . Non-Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole
frames and grade adjustment rings in non-paved areas shall be based on the
Contract unit price and the actual number of manholes where sealing of the
manhole frame and/or grade adjustments in non-paved are required . The
Contract unit price shall be full payment for excavation , sealing materials,
installation of grade rings, sealing, minor grade adjustment, backfill, surface
restoration, and demolition and disposal of waste materials .
5. Interior Manhole Coating (Omit): Payment for interior manhole coating shall be
based on the Contract unit price where interior manhole coating is applied . The
Contract unit price shall be full payment for surface preparation, interior coating of
the corbel, wall and bench, and cleanup.
6. Pressure Grout Pipe Seals, Bench and Trough, and Lower Portion of Manhole:
Payment for grouting pipe seals, bench and trough , and lower portion of the
manhole shall be based upon the Contract unit price and the actual quantity of
manholes where pipe seals , bench and trough and lower portion of the manhole
were grouted . The Contract unit price shall be full payment for the preliminary
repairs, rehabilitating the pipe seals, grout material , installation of the grout
materials and cleanup.
7. Bench and Invert Rehabilitation~ Payment for bench and invert rehabilitation shall
be based upon the Contract unit price and the actual number of manholes where
the bench and invert were rehabilitated . The Contract unit price shall be full
payment for materials and bench and invert rehabilitation .
8 . Bench and Invert Replacement: Payment for bench and invert replacement shall
be based upon the Contract unit price and the actual quantity of manholes where
the bench and invert were replaced . The Contract unit price shall be full payment
11102104 ASC -1 3
11/02104
PART DA -ADDITIONAL SPECIAL CONDITIONS
for materials, installation of materials , and demolition and disposal of waste
materials.
9. Patch Holes : Payment for patching holes shall be based upon the Contract unit
price and the actual number of manholes that were patched. The Contract unit
price shall be full payment for surface preparation, patching of the holes, and
cleanup . This item is allowed for payment only when it is included in the Manhole
Rehabilitation Schedule. Patching holes prior to interior coating of manholes is not
a pay item .
10. Manhole Step Removal : Payment for manhole step removal shall be based upon
the Contract unit price per manhole and the actual number of manholes that had
steps removed . The Contract unit price shall be full payment for removal and
disposal of the steps and patching of the voids created by step removal.
11 . Watertight Manhole Insert : Payment for watertight manhole inserts of the
respective type shall be based upon the Contract unit price and the actual number
of inserts of each type installed . The Contract unit price shall be full payment for
the watertight manhole insert and installation of the insert in the manhole.
12 . New Sanitary Sewer Manhole : Payment shall be made as indicated in
Measurement and Payment , Section D-27 in these specifications. This item shall
include up to five (5) linear feet of new PVC pipe at each manhole pipe connection
and connecting to the existing sewer. -
13 . Concrete Manhole Collars:
a. Paved Areas. Payment for manhole collars in paved areas shall be based
on the Contract unit price and the actual quantity installed . The Contract
unit price shall be full payment for labor, materials , pavement sawing,
excavating, disposal of waste materials. Payment shall not include
pavement replacement, which if required , shall be paid separately.
b. Non-Paved Areas. Pavement for manhole collars in non-paved areas shall
be based on the Contract unit price and the actual quantity installed . The
Contract unit price shall be full payment for labor, materials , excavation ,
disposal of waste materials , and surface restoration.
14 . Partial Manhole Replacement (omit): Payment for partial manhole replacement
shall be based on the Contract unit price per vertical foot measured from the top of
t he frame to the top of the structurally sound existing manhole. The Contract unit
price shall be full payment for furnishing all labor and materials necessary ,
including excavation and removal of the ex ist ing structure , replacement of the ....,
frame and cover , installation of new adjustment rings , flattop , corbel or wall
sect ions , sealing , backfilling , and unpaved surface restoration . Payment shall not
include paveme nt replacement , which if required, shall be paid separately . -
15 . Interior Corrosion Protect ion (omit ): Pay ment shall be made as indicated in
Measurement and Payment , Section DA-9 in these specifications .
ASC-14
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
16. Grout Flattop to Manhole Wall Joint (omit): Payment for grouting the flattop to
manhole wall joint shall be based upon the Contract unit price and the actual
number of joints grouted . The Contract unit price shall be full payment for all
material, labor and cleanup required to complete each joint grouting.
17. Fiberglass Manhole Insert (omitt Payment shall be made as indicated in
Measurement and Payment, Section DA-18 in these specifications.
18 . PVC Lined Concrete Wall Reconstruction (omit): Payment shall be made as
indicated in Measurement and Payment, Section DA-19 in these specifications .
19. Point Repair to Replace Sewer Line, 6" -15" Diameter (omit): Payment for each
point repair shall be based upon the Contract unit price for each manhole
connection actually repaired. The Contract unit price shall be full payment for all
material, labor, and cleanup required to complete each manhole connection repair .
20 . Flattop Replacement (omit): Payment for each flattop replacement shall be based
on the Contract unit price for each flattop actually replaced. The Contract unit
price shall be payment in full for all labor, material, and cleanup required to
complete each flattop replacement. Payment for frame and cover replacement ,
grade rings, sealing, and concrete manhole collar as required to complete the
manhole rehabilitation will be paid for separately at the applicable Contract Unit
Prices .
21 . Bypass Pumping: All bypass pumping shall be a subsidiary obligation of the
Contractor. All costs for bypass pumping shall be included in the Contract unit
price for the items requiring bypass pumping.
DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION
A GENERAL: This item shall govern the preparation of surfaces for manhole rehabilitation.
B. CLEANING :
1 1102104
1. Covers (screens) shall be placed over the pipe inverts to prevent extraneous
material from entering the sewe r system .
2. All concrete that is not sound or has been damaged by chemical exposure shall be
removed from the manhole . Loose and protruding brick, mortar and concrete shall
be removed using a masonry hammer and chisel and/or scrapers. Existing roots
and manhole steps shall be removed by cutting them flush with the wall of the
manhole .
3. All contaminates including but not limited to: oils , grease, waxes , form release ,
curing compounds , efflorescence , sealers , sa lts , incompatible existing coat ings , and
all other contaminants shall be removed .
ASC-15
PART DA -ADDITIONAL SPECIAL CONDITIONS
4 . Surfaces to receive protective coating shall be cleaned and abraded to produce a
sound concrete/brick surface with adequate profile and porosity ta provide a strong
bond between the protective coating and the substrate. All foreign materials shall be
removed from the manhole interior using high pressure water spray (3500 psi to
4000 psi). Cleaning equipment shall have a pressure gauge that indicates the water
pres.sure being used .
5. Detergent water cleaning, muriatic acid, and hot water blasting shall be used, if
necessary, to remove dirt, oils, grease, and other matter which may prevent a good
bond of sealing material to the manhole surface. A mild chlorine solution
(household bleach) may be used to neutralize the surface. to diminish microbiological
bacteria growth prior to final rinse and coating .
C. PRELIMINARY REPAIRS
1. AU unsealed lifting holes, unsealed step holes, voids larger than approximately one-
half (1/2) inch in thickness shall be filled with patching compound at least one hour
(1) prior to application of the first spray coat.
2. Active leaks shall be stopped using City approved products specifically for that
purpose and according to manufacturer's recommendation. Some leaks may
require grouting to stop the inflow. Grouting shall be performed in accordance with
City specifications and Section DA-20 -PRESSURE GROUTING.
3. Bench area shall be built up if required to provide a uniform slope from the
circumferences to the manhole trough. City approved cementitious patching
compounds or epoxy grout as recommended by manufacture shall be used.
4. After all repairs have been completed, all loose material shall be removed from the
manhole. Contractor shall insure no material is allowed to enter the sewer system .
5. Contractor shall ensure the manhole is clear of all detergents and cleaners and that
all active infiltration has been stopped prior to application of protective manhole
coatings for rehabilitation .
D. INSPECTION
Applicator shall carefully inspect all surfaces prior to application of protective coating and
shall notify Owner of any noticeable disparity in the surface which may interfere with the
proper performance of the repair mortar and protective coating .
E. MEASUREMENT AND PAYMENT
Payment far Surface Preparation shall be considered subsidiary ta the cost far Interior
Manhole Coating or Protective Manhole Coating for Corrosion Protection.
DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM OMITTED
DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM OMITTED
11/02104 ASC-16
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM
DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM
OMITTED
OMITTED
DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER
OMITTED
DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM
DA-18 RIGID FIBERGLASS MANHOLE LINERS
DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION
DA-20 PRESSURE GROUTING
DA-21 VACUUM TESTING OF REHABILITATED MANHOLES
A. GENERAL
OMITTED
OMITTED
OMITTED
OMITTED
Scope. This section describes manhole testing to effectively confirm the watertight integrity of
existing manholes following structural ,infiltration and inflow related repairs and that the appearance
of the work is acceptable .
Description:
Infiltration may be observed in manhole defects at manhole walls , pipe seals or bench/trough areas .
Infiltration related repairs are intended to eliminate leakage of groundwater into manholes .
Inflow may be observed in manhole defects at manhole frames , covers , frame seals , grade
adjustments , grade adjustment sea ls , corbels, or walls . Inflow related repairs are intended to
eliminate sources of surface water entry that become active during rainfall events.
Structural repairs may be required when making 1/1 related manhole repairs. Structural repairs may
include defects in any manhole components but not displaying 1/1.
Testing, Observations and Guarantee Periods :
The testing required shall be performed by the Contractor at locations designated by the Engineer
and documented to the satisfaction of the Engineer.
Any new or rehabilitated manholes that are observed to be leaking by the Engineer during periods
of high groundwater or during inflow conditions shall be subject to additional repairs. The Contractor
shall be responsible for all additional repairs required on these unsatisfactory manholes during the
guarantee period .
All manhole rehabilitation work shall be warranted to be free of defects and of good workmanship
for a minimum of three (3) years from the date of final acceptance of the project. Any manhole
repairs completed by the Contractor which fail during the warranty period shall be repaired to the
satisfaction of the C ity at no additional cost to the City.
11/02104 ASC-17
PART DA -ADDITIONAL SPECIAL CONDITIONS
B. MATERIALS -Not specified.
C. EXECUTION
Infiltration Testing~
All interior coated manholes and all partial replacement manholes shall be observed (tested) by the
Contractor in the presence of the Engineer for sources of infiltration. Observations will be made
during high groundwater conditions, wherever possible.
Manholes shall be tested after installation with all connections (existing and/or proposed) in place .
Drop-connections and gas sealing connections shall be installed prior to testing. The lines entering
the manhole shall be temporarily plugged with the plugs braced to prevent them from being drawn
into the manhole . The plugs shall be installed in the lines beyond drop-connections, gas sealing
connections , etc. The test head shall be placed inside the frame at the top of the manhole (so that
the manhole frame seal is tested) and inflated in accordance with the manufacturer's
recommendations . A vacuum of 10 inches of mercury 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. If
the drop in the level is less than 1-inch of mercury (final vacuum greater than 9-inches of mercury),
the manhole will have passed the vacuum test. After a successful test , the temporary plugs will be
removed. The required test time is determined from Table I.
Table I
MINIMUM TIME REQUIRED FOR A VACUUM DROP
OF 1" H9 (1 O"H 9 -9"H 9 ) (SEC)
DEPTH OF M.H . 48-lnch Dia . 60-lnch Dia .
(FT.) Manhole Manhole
8 20 sec . 26 sec .
10 25 sec. 33 sec.
12 30 sec. 39 sec.
14 35 sec. 45 sec.
16 40 sec. 52 sec.
18 45 sec. 59 sec.
** T=5 sec. T=6.5 sec.
72-lnch Dia.
Manhole
33 sec.
41 sec.
49 sec.
57 sec.
67 sec.
73 sec.
T=8 sec.
**For all Manholes over 18 feet in depth , add "T " seconds as shown for each respective diameter
for each two feet of additio nal depth of manhole to the t ime shown for that 18 foot depth. [Example :
A 30 (t h irty) foot deep, 48 (forty-eight) inch Manhole Total Test Time would be 75 .0 seconds .
45.0+6 (5 .0)=75.0 seconds] (Values li sted above are extrapolated from ASTM C924-85).
Manhole v acuum levels observed to drop greater than 1-inch of mercury (F inal vacuum less than 9-
inches of mercury) will have failed the test and will requ ire additional rehabilitation. The Contract or
shall make the necessary repa irs to the already completed re h abilitation work at no additional
compensation. If the failure of the vacuum test is determined to be due to preexisting conditions not
on t he m anhole rehabilitation schedule for that manhole , t his additional work may be authorized by
the Owner's Representative . After completion of the add itional rehabilitation the manhole shall then
be re-tested as described above until a successful test is made . Only one payment for manhole
vacuum t esting will be made on each manhole .
Vacuum testing is requ ired on all manholes havi ng interio r rehabil itation .
1110210 4 ASC-18
-
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
Inflow Testing:
All partially rehabilitated manholes shall be dyed water tested unless the manhole has successfully
passed the vacuum test. Manholes shall be dyed water tested in the presence of the Engineer.
The dye test shall consist of applying a concentrated dye solution around the manhole frame. Dyed
water shall be applied for at least ten minutes .
Manholes observed to be actively leaking greater than one drip per five seconds will have failed the
test and will not be acceptable. Manholes failing the test will require additional rehabilitation by the
Contractor at no additional compensation .
Other Testing:
One (1) rehabilitated manhole will be randomly selected for further testing. A laboratory selected by
the City will take core samples of wall sections of manholes with wall coatings . Testing of the core
samples will be done to evaluate material thickness , compressive strength, flexural strength and
slant shear bond strength . The following are the minimum required strengths for cementitious and
non-cementitious wall coatings:
Compressive Strength. Compressive strength shall conform to ASTM C 495 and C 109 and shall
meet or exceed a minimum 28-day break of 4 ,000 psi.
Flexural Strength. Flexural strength shall conform to ASTM C 348 and shall meet or exceed a
minimum 28-day break of 1,200 psi.
Slant Shear Bond Strength. Slant shear bond strength shall conform to ASTM 882 modified and
shall meet or exceed a minimum 28-day break of 2 ,400 psi.
If the manhole tested fails to pass any of these requirements , another manhole shall be selected and
tested. If the second manhole fails , the City may, at its option, stop work until the Contractor can
provide assurance that testing requirements can be met.
Guarantee:
Contractor shall warrant that the workmanship and materials are free from defects and that the
manholes are sealed from inflow and infiltration for a period of three (3) years from the date of final
acceptance of the project.
D . MEASUREMENT AND PAYMENT
Payment for manhole vacuum testing shall be made at the Contract Unit Price bid for each Manhole
Vacuum Test actually performed and passed and the appearance of the completed manhole is
visually acceptable. Payment shall be full compensation for all labor and materials necessary to
complete each test. No payment will be made for additional vacuum tests or any dyed water
testing .
1 1/02104 ASC-19
PART DA -ADDITIONAL SPECIAL CONDITIONS
Payment for manhole core testing , including all labor and materials necessary to complete each
test , shall be made at the Contract Unit Price bid for each Manhole Core Test actually performed
and passed.
DA-22 FIBERGLASS MANHOLES OMITTED
DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED
DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER
DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS
DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE
DA-27 GRADED CRUSHED STONES
OMITTED
OMITTED
OMITTED
This item shall be used to repair the failed base material in areas exceed 8" deep as directed by
the Engineer. The material shall be graded crushed stones.
For specifications governing this item see Item No . 208 "Flexible Base".
The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
DA-28 WEDGE MILLING 2" TO O" DEPTH 5.0' WIDE
DA-29 BUTT JOINTS -MILLED
DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX)
DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER
DA-32 NEW 7" CONCRETE VALLEY GUTTER
DA-33 NEW 4" STANDARD WHEELCHAIR RAMP
DA -34 8" PAVEMENT PULVER IZATION
DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT)
DA-36 RAISED PAVEMENT MARKERS
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OM ITTED
OMITTED
OMITTED
OMITTED
DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING OMITTED
DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL OMITTED
DA-39 ROCK RIPRAP -GRO UT -FILT ER FABRIC
11/02104 ASC-20
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
A. GENERAL:
1. General Conditions , Supplemental Conditions, applicable requirements of Division 1 -
General Requirements and the North Central Texas Council of Governments
(NCTCOG) Standard Specifications, are hereby made a part of this section.
2. This item shall govern for the installation of rock riprap of the various sizes shown on
the plans . {See sheet 17 of the plan sheets for details)
B. DESIGN CRITERIA:
1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the
channel bottom is not stable, the design shall incorporate other requirements needed
to stabilize the revetment toe.
2. The channel side slope shall be as shown on the drawings .
3. Engineering filter fabric material shall be placed underneath the riprap.
4. Riprap shall extend up the bank to an elevation where vegetation will provide
adequate protection . See cross sections.
C. PRODUCT:
1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to
insure permanence in the structure . It shall be free from cracks, seams and other
defects that would tend to increase deterioration . Rock shall be reasonably well
graded between the following prescribed limits:
24 "
Riprap
18"
Riprap
Sieve Size
(Square Mesh)
24inch
18 inch
12inch
6inch
Sieve Size
(Square Mesh)
18inch
12inch
6inch
3inch
Percent Passing
100
80-90
45-55
0-20
Percent Passing
100
60-85
15-45
0-15
2 . RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid
cubic foot (min .) calculated from the bulk specific gravity (saturated surface dry).
3. FILTER FABRIC BLANKET:
Approved Manufacturer: • Supac-Heavy Grade 8NP (UV}
----------------"•--+T ..... r~-v.ira 011/28
11/02/04 ASC~aca 4553
• or Equal Heavy Grade
PART DA -ADDITIONAL SPECIAL CONDITIONS
4. RIPRAP GROUTING
a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand ,
manufactured sand, or a combination of natural and manufactured sands. The
grading and uniformity of the fine aggregate shall conform to the following
requirements as delivered to the mixers :
Sieve Designation , U.S.
Standard Square Mesh
3/8 in . (9.5 mm)
No . 4 (4 .75 mm)
No . 8 (2 .36 mm)
No . 16 (1 .18 mm)
No. 30 (600 um)
No. 50 (300 um)
No. 100 (150 um)
Permissible Limits
Percent by Weight, Passing
100
95 -100
80-95
55-75
30-60
12 -30
2 -10
D. EXECUTION :
11/02104
1. CONSTRUCTION :
a. The channel side slope and the toe excavation shall be prepared to the required
lines and grades .
b. Filter fabric and riprap shall be placed in succession to the required thicknesses
and elevations . Riprap shall be hand placed around structures to prevent damage
to the structures .
2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be
placed in the manner and at the locations shown on the drawings . At the time of
installation , the geotextile shall be rejected if it has defects, rips , holes , flaws,
deterioration or damage incurred during manufacture , transportation or storage . The
surface to receive the geotextile shall be prepared to a relatively smooth condition free
of obstructions , depressions , debris , and soft or low dens ity pockets of material.
Eros ion features such as rills , gullies , etc . must be graded out of the surface before
geotextile placement. The geotext ile shall be placed with the long dimension
perpend icular to the centerline of the channel and laid smooth and free of tension ,
stress , folds , wrinkles , or creases . The strips shall be placed to provide a minimum
widt h of 24-inches of overlap for each joint. Temporary pi n ning of the textile to help
hold it in place until the rock r iprap is placed . The temporary pins shall be removed as
the ri prap is placed to re lieve high tensile stress which ma y occur during placement of
material on the geotextile . The specified p lacement procedure requires that the length
of the geotextile be greater than the actual slope length . The Contractor shall adjust
the actual length of the geotext ile used based on initia l ins tall ation experience . The
geotext i le shall be protected at all times during co nstruction from contam ination by
surface runoff and a ny geotextile so contaminated s hall be remo ved and replaced w it h
ASC-22
-
-
.....
11/02104
PART DA -ADDITIONAL SPECIAL CONDITIONS
uncontaminated geotextile . Any geotextile damaged during its installation or during
placement of riprap shall be replaced by the Contractor at no cost to the Owner. The
work shall be scheduled so that the covering of the geotextile with a layer of the
specified material is accomplished within seven (7) calendar days after placement of
the geotextile. Failure to comply shall require replacement of geotextile . The
geotextile shall be protected from damage prior to and during the placement of rock
riprap . Before placement of gabion units, the Contractor shall demonstrate that the
placement technique will prevent damage to the geotextile . In no case shall any type
of equipment be allowed on the unprotected geotextile.
3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in
such a manner as to produce a reasonably well graded mass of rock with the
minimum practicable percentage of voids and shall be constructed within the specified
tolerance to the lines and grades shown on the drawings. Then intent of these
specifications is to require placement of riprap to the thickness shown and to allow
isolated stones to extend as much as six inches above grade . Riprap shall be placed
to its full course thickness at one operation and in such a manner as to avoid
displacing the fabric. The larger stones shall be well distributed and the entire mass
of stones in their final position shall conform to the gradation specified hereinbefore .
The finished riprap shall be free from objectionable pockets of small stones and
clusters of larger stones . The desired distribution of the various sizes of stones
throughout the mass shall be obtained by select ive loading of the material at the
quarry or other source, by controlled dumping of successive loads during final placing ,
or by other methods of placement which will produce the specified results.
Rearranging of individual stones , by mechanical equipment or by hand will be required
to the extent necessary to obtain a reasonably well graded distribution of stone
specified above . The Contractor shall maintain the riprap protection until accepted.
Any material displaced by any cause shall be replaced at his erosion to the lines and
grades shown on the Drawings.
4. GROUT PLACEMENT: (Omitted for 0.0.E. No. 5405) Grout shall be composed of
cement , water and air-entraining admixture and sand mixed in the proportions of 1 part
of Portland cement to 3 parts of sand , sufficient water to produce a workable mixture,
and that amount of admixture which will entrain sufficient air to produce durable grout ,
as determined by the ENGINEER. Sand for grouting shall conform to the requirements
of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the
manner specified for concrete except that the time of mixing shall be increased to that
necessary to produce a mixture having a consistency such as to permit gravity flow into
the interstices of the riprap with the help of limited spading and brooming . The grout
shall be used in the work within a period of one (1) hour after mixing . Retempering of
ground will not be permitted . Riprap shall not be grouted when the amb ient temperature
is below 35 deg ree F. or above 95 degrees F. unless approved by the ENGINEER in
writ ing ; nor when the grout, without spec ial protection, is likely to be subj ected to
freezing temperatu res before final set has occurred . Prior to grouting , all surfaces of
riprap sha ll be wetted . The ri prap shall be grouted in successive longitudinal strips ,
approximately 10 feet in width , commencing at the lowest st rip and work ing up the slope.
Grout shall be brought to the place of final deposit by approved means , and in no case
will grout be perm itted to flow on t he rip rapped surface a distance in excess of 10 feet.
Immediately after dumping the batch of grout, it shall be distributed over the surface of
t he strip by the use of brooms and the grout worked into place between stones with
ASC-23
PART DA -ADDITIONAL SPECIAL CONDITIONS
suitable spades , trowels, or vibrating equipment. As a final operation , the grout shall be
removed from the top surfaces of the upper stones and from pockets and depressions in
the surface of the stone protection. After completion of any strip as specified, no
workman or any load shall be permitted on the grouted surface for a period of at least 24
hours . The grouted surface shall be protected from rain, flowing water, and mechanical
injury. The surface of all grouted riprap shall be cured by keeping the surface
continuously wet for a period of not less than 7 days .
E. MEASUREMENT AND PAYMENT
Payment shall be paid per square yard for 18" Rock Riprap and 24" Rock Riprap for
the area shown on the plans .
1. FILTER FABRIC : Filter fabric will be placed as shown in the detail including that
required at toes and thickened edges of riprap . Payment for filter fabric will be made
at the contract unit price for 18" Rock Riprap and 24" Rock Riprap which includes
all plant, labor, material, and all installation costs in-place, complete .
2 . STONE RIPRAP : Stone (rock) riprap will be measured by the square yard using actual
plan dimensions. Payment for riprap will be made at the contract unit price of 18"
Rock Riprap and 24" Rock Riprap wh ich includes all plant, labor, material, and
installation costs in-place , complete.
3 . GROUT: (Omitted) Grout for rock riprap will be measured by the square yard using
actual plan dimensions . Payment for grout will be made at the contract unit price per
square yard which includes all plant , labor, material, and installation costs in-place,
complete.
DA-40 CONCRETE RIPRAP
DA-41 CONCRETE CYLINDER PIPE AND FITTINGS
DA-42 CONCRETE PIPE FITTINGS AND SPECIALS
DA-43 UNCLASSIFIED STREET EXCAVATION
DA-44 6" PERFORATED PIPE SUBDRAIN
DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS
DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION
DA-47 PAVEMENT REPAIR IN PARKING AREA
DA-48 EASEMENTS AND PERMITS
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
Easemen ts 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
11102104 ASC-24
-
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
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-49 HIGHWAY REQUIREMENTS
DA-50 CONCRETE ENCASEMENT
DA-51 CONNECTION TO EXISTING STRUCTURES
OMITTED
OMITTED
All connections between proposed and existing facilities, shall consist of a watertight seal.
Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements
of Section E 1-20 and E2-20 of the General Contract Documents. Prior to concrete placement , a
gasket, RAM-Nek or approved equal shall be installed around penetrat ing pipe .
Payment for such work as connecting to existing facilities including all labor, tools, equipment,
and material necessary to complete the work shall be included in the linear foot price of the
appropriate pipe BID ITEM.
DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION
DA-53 OPEN FIRE LINE INSTALLATIONS
DA-54 WATER SAMPLE STATION
DA-55 CURB ON CONCRETE PAVEMENT
DA-56 SHOP DRAWINGS
OMITTED
OMITTED
OMITTED
OMITTED
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 intend s to use . If deviations , discrepancies or conflicts
between subm ittals 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
11 /02104 ASC-25
PART DA -ADDITIONAL SPECIAL .CONDITIONS
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:
List the required submittals here
Additional shop drawing requirements are described in some of the material specifications.
3. Address for Submittals -The submittals shall be addressed to the Project Manager:
Gopal Sahu
City of Fort Worth
1000 Throckmorton
Fort Worth , TX 76102
DA-57 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-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY
DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP
· DA-60 ASPHALT DRIVEWAY REPAIR
DA-61 TOP SOIL
OMITTED
OMITTED
OMITTED
Where directed by the Engineer, top soil shall be applied in accordance with the City of Fort
Worth Transportation and Public Works Department's Standard Specifications for Street and
Storm Drain Construction , Item 116 , except as follows : All labor, equipment , tools and incidentals
shall be included in the square yard bid price for the top soil.
DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT OMITTED
DA-63 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 ent it led to renegotiation of unit prices rega rd less of the final measured
quantities . To the extent that C4-4 .3 conflicts with this provision , this provision controls . No claim
11102104 ASC-26
-
.....
PART DA -ADDITIONAL SPECIAL CONDITIONS
will be considered for lost or anticipated profits based upon differences in estimated quantities
versus actual quantities .
In particular, the Contractor shall be aware that it is the City 's intention that the quantities in Unit I
be used on an "emergency" basis only.
Total quantities given in the bid proposal may not reflect actual quantities ; however, they are
given for the purpose of bidding and awarding the contract. A contract in the amount of $200,000
(see Options to Renew) shall be awarded with final payment based on actual measured
quantities and the unit price bid in this proposal. Moreover, there is to be not limit on the variation
between the estimated quantities shown and actual quantities performed .
It is understood and agreed that the scope of work contemplated in this contract is that which is
designated by the City bit will in not case exceed $200 ,000 (see Options to Renew) including all
change orders .
DA-64 WORK IN HIGHWAY RIGHT OF WAY
DA-65 CRUSHED LIMESTONE (FLEX-BASE)
OMITTED
Crushed limestone required for use as a flexible base material shall conform to Specification Item
No . 208 of the Standard Specifications for Street and Storm Drain Construction for the City of
Fort Worth Transportation and Public Works Department.
DA-66 OPTION TO RENEW
DA-67 NON-EXCLUSIVE CONTRACT
DA-68 CONCRETE VALLEY GUTTER
DA-69 TRAFFIC BUTTONS
DA-70 PAVEMENT STRIPING
DA-71 H.M.A.C. TESTING PROCEDURES
DA-72 SPECIFICATION REFERENCES
OMITTED
OMITIED
OMITTED
OMITTED
OMITTED
OMITTED
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 , prio r to the date
of these general specifications or revisions thereof, shall apply .
DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL
VALVE AND BOX OMITTED
DA-74 RESILIENT-SEATED GATE VALVES
DA-75 EMERGENCY SITUATION, JOB MOVE-IN
DA-76 1 %" & 2" COPPER SERVICES
1 1102104 ASC-27
OMITTED
OMITTED
OM ITTED
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-77 SCOPE OF WORK (UTIL. CUT)
DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT)
DA-79 CONTRACT TIME (UTIL. CUT)
DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT)
DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT)
DA-82 LIQUIDATED DAMAGES (UTIL. CUT)
DA-83 PAVING REPAIR EDGES (UTIL. CUT)
DA-84 TRENCH BACKFILL (UTIL. CUT)
DA-85 CLEAN-UP (UTIL. CUT)
DA-86 PROPERTY ACCESS (UTIL. CUT)
DA-87 SUBMISSION OF BIDS (UTIL. CUT)
DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT)
DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (UTIL. CUT)
DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT)
OMITIED
OMITIED
OMITTED
OMITTED
OMITTED
OMITIED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) OMITTED
DA-92 MAINTENANCE BOND (UTIL. CUT)
DA-93 BRICK PAVEMENT (UTIL. CUT)
DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT)
DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT)
DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT)
DA-97 "QUICK-SET" CONCRETE (UTIL. CUT)
DA-98 UTILITY ADJUSTMENT (UTIL. CUT)
OMITIED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
OMITTED
DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT)
OMITTED
DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) OMITTED
11/02104 ASC-28
-
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITTED
DA-102 PAYMENT (UTIL. CUT) OMITTED
DA-103 DEHOLES (MISC. EXT .) OMITTED
DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMITIED
DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT .) OMITTED
DA-106 BID QUANTITIES (MISC. EXT.) OMITTED
DA-107 LIFE OF CONTRACT (MISC. EXT.) OMITTED
DA-108 FLOWABLE FILL (MISC. EXT.) OMITIED
DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) OMITTED
DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) OMITTED
DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) OMITTED
DA-112 MOVE IN CHARGES (MISC. REPL.) OMITTED
DA-113 PROJECT SIGNS (MISC. REPL.) OMITTED
DA-114 LIQUIDATED DAMAGES (MISC . REPL.) OMITTED
DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) OMITTED
DA-116 FIELD OFFICE OMITTED
DA-117 TRAFFIC CONTROL PLAN OMITTED
DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS
OMITTED
DA-119 FIBERGLASS SEWER PIPE-GRAVITY SERVICE
A GENERAL
1. Section Includes
a) Fiberglass Reinforced Polymer Mortar Pipe .
b) Flberglass Reinforced Polymer Mortar Manholes and Tee Bases .
2. References
11102104 ASC-29
PART DA -ADDITIONAL SPECIAL CONDITIONS
a) ASTM 03262 -Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced
Thermosetting -Resin) Sewer Pipe .
b) ASTM 04161 -Standard Specification far "Fiberglass" (Glass-Fiber-Reinforced
Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals.
c) ASTM 02412 -Standard Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading.
3. Specifications
The specifications contained herein govern , unless otherwise agreed upon between purchaser
and supplier.
4. Submittals
Contractor shall submit load and pipe calculations confirming selected pipe behavior. Load
calculations shall include,. but not limited ta , buckling resistance, pipe deflection, pipe wall strain
cracking and wall crushing load . All design calculations shall be sealed by a Registered
Professional Engineer of the State of Texas .
Product data submittals ta include the following are as a minimum :
Details of the proposed pipe.
Details of proposed manholes .
Properties , strengths, etc. of the pipe.
Joint detail drawing, including maximum interior joint gap opening, in the deflected
position and in the straight alignment.
Instructions on storage , handling , transportation , and pipe installation ..
Standard catalog sheets.
Gasket type and composition showing ability to withstand the chemicals and conditions
within sanitary sewers .
Pipe laying schedule .
Connections to all proposed structures including water stop .
B. PRODUCTS
1. Materials
11/02104
a) Resin Systems: The manufacturer shall use only polyester resin systems with a
proven history of performance in this particular application . The historical data shall
have been acquired from a compos ite material of sim il ar construction and composition
as the proposed product.
b) Glass Reinforcements : The reinforcing glass fib ers used to manufacture the
components shall be of highest quality commercial grade E-glass filaments with binder
and sizing compatible with impregnating resins.
c) Silica Sand : Sand shall be minimum 98% silica with a maximum moisture content of •
0 .2%.
ASC-30
PART DA -ADDITIONAL SPECIAL CONDITIONS
d} Additives : Resin additives, such as curing agents , pigments, dyes fillers , thixotropic
agents , etc., when used , shall not detrimentally affect the performance of the product
e) Elastomeric Gaskets: Gaskets shall be supplied by approved gasket manufacturers
and be suitable for the service in tended.
2. Manufacture and Construction
a) Pipes : Manufacture pipe to result in a dense , non-porous. corrosion-resistant ,
consistent composite structure.
b) Joints: Unless otherwise specified, the pipe shall be field connected with fiberglass
sleeve couplings that utilize elastomeric sealing gaskets made of EPDM rubber
compound as the sole means to maintain joint watertightness . The joints must meet
the performance requirements of ASTM 04161 . Joints at tie-ins, when needed may
utilize fiberglass , gasket-sealed closure couplings .
c) Fittings: Flanges , elbows , reducers , tees , wyes , laterals and other fittings shall be
capable of withstanding all operating conditions when installed. They may be contact
molded or manufactured from mitered sections of pipe joined by glass-fiber-reinforced
overlays. Properly protected standard ductile iron, fusion-bonded epoxy coated steel
and stainless steel fittings may also be used.
3. Dimensions
a) Diameters : The actual outside diameter (18" to 48") of the pipes shall be in
accordance with ASTM D3262. For other diameters , OD 's shall be per manufacturers
literature .
b) Lengths: Pipe shall be supplied in nominal lengths of 20 feet. Actual laying length
shall be nominal +1 , -4 inches . At least 90% of the total footage of each size and
class of pipe, excluding special order lengths, shall be furnished in nominal length
sections.
c} Wall Thickness: The minimum wall thickness shall be the stated design thickness .
d) End Squareness : Pipe ends shall be square to the pipe axi s w ith a maximum
tolerance of 1 /8".
e) Manholes: Dimensions of manholes are shown on the plans or shall be submitted by
the Contractor for approval. In general the tee base opening to the manhole riser
shall be as large as the pipe diameter or as wide as the manhole frame cover. For the
M-244A parallel collector project the size shall be 36 ~ in diameter.
4 . Testing
a) Pipes: Pipes shall be manufactured and tested in accordance with ASTM D3262.
11/02/04 ASC-31
PART DA -ADDITIONAL SPECIAL CONDITIONS
b) Joints: Coupling Joints shall meet the requirements of ASTM D4161.
Stiffness: Minimum pipe stiffness when tested in accordance with ASTM D2412 should in
no case have the stiffness be less than the following :
Soil Cover < 15'
Soil Cover > 15' and all levee crossings and river crossings
5. Customer Inspection
>= SN46
>= SN72
a) The owner or other designated representative shall. be entitled to inspect pipes or
witness the pipe manufacturing .
b) Manufacturers Notification to Customer: Should the Owner request to see specific
pipes during any phase of the manufacturing process, the manufacture must provide
the Owner with adequate advance notice of when and where the production of those
pipes wi.11 take place.
6. Packaging. Handling , Shipping
a) Packaging, handling , and shipping shall be done in accordance with the
manufacturer's instructions.
C. E X E C U T I O N
1 . Installation
a) Burial : The bedding and burial of pipe and fittings shall be in accordance with the
project plans and specifications and the manufacturers requirements (Section 13 A of
the product brochure).
b) Pipe Handling : Use textile slings, other suitable materials or a forklift. Use of chains
or cables is not recommended.
c) Jointing:
1) · Clean ends of pipe and coupling components .
2) Apply joint lubricant to pipe ends and elastomeric seals of coupling. Use only
lubricants approved by the pipe manufacturer.
3) Use suitable equipment and end protection to push or pull the pipes together.
4) Do not exceed forces recommended by the manufacturer for coupling pipe. -
5) Join pipes in straight alignment then deflect to required angle. Do not allow the
deflection angle to exceed the deflection permitted by the manufacturer. -
d) Field Testing
11102104 ASC-32
PART DA -ADDITIONAL SPECIAL CONDITIONS
1) Contractor shall not use the Fort Worth Water Department Material Specification
E2-9.7c Exfiltration Test Pneumatic Method:. Air Test. The Contractor shall test
according to the current edition of NCTCOG -Standard Specification for Public
Works, 6.72f Low Pressure Air Test -3) Test Methods. The Time Pressure Drop
Method will be used for this project
2) Infiltration / Exfiltration Test: Maximum allowable leakage shall be per local
specification requirements.
3) Deflection: Maximum allowable long-term deflection is 5% of the initial diameter.
DA-120 HINGED MANHOLE
UPAMREX". or similar approved Manhole Cover and Frame. Covers and frames shall be
manufactured from ductile iron. Covers shall be hinged, and incorporate a 90 degree blocking
system to prevent accidental closure when in the open position. Covers shall be one man
operable using standard tool.sand shall be capable of withstanding a test load of 80,000 lbs.
Frames shall incorporate a continuous seating ring, have a 32" clear opening, frame depth shall
not exceed 5P , the flange shall incorporate bedding slots and bait hales. All components. shall be
black coated.
The manhole frame shall be installed with the hinge end aligned with the flaw of traffic ta allow
traffic to close frame when gas pressure partially lifts lid .
The contractor SHALL NOT provide the manufactures locking mechanism.
DA-121 T -LOCK SHEET LINER
A. General
This specification cavers the supply and installation of a flexible sheet liner with locking
extensions in reinforced concrete pipe and auxiliary structures to effectively protect the exposed
concrete surfaces from corrosion. To accomplish this, the liner must be continuous and free. of
pinholes both across the joints and in the liner itself. All work for and in connection with the
installation of the lining in concrete pipe, and the field sealing and welding of joints, shall be done
in strict conformity with all applicable specifications, instructions and recommendations of the
lining manufacturer. The manufacturer of the lining shall furnish an affidavit attesting ta the
successful use of its material as a lining for sewer pipes for a minimum period of 40 years in
sewage conditions recognized as corrosive or otherwise detrimental to concrete.
8. MATERIAL
a) Liner shall be Amer-Plate T-Lack as manufactured by Ameran Protective Linings
Division , Brea, California or approved equal.
1. Composition
11102104 ASC-33
PART DA -ADDITIONAL SPECIAL CONDITIONS
a) The material used in the liner, welding strips, and other accessory items, shall be a
combination of poly vinyl chloride resin, pigments and plasticizers. specially
compounded to remain flexible. Poly vinyl chloride resin shall constitute not less than
99 percent, by weight, of the resin used in the formulation. Copolymer resins will not
be permitted. Linear Low Density Polyethylene (LLDPE) may also be specified--
2. Physical Properties
a) All plastic liner plate sheets, welding strips and other accessory items, shall have the
following physical properties when tested at 77°F± 5° (25°C±3°).
Property
Tensile Strength
(15 Mpa min.)
(14.5 Mpa min .)
Elongation at break
Shore durometer, Type D
(with respect to initial test result)
10-sec. 35-50
±5
Initial
2200 psi min.
2100 psi min.
200% min.
1-sec, 50-60
±5
(Par2.4)
200% min.
Weight change 1.5%
b) Tensile specimens shall be prepared and tested in accordance with ASTM D412 using
Die B. Weight change specimens shall be 1-inch (25-mm) by 3-inch (75-mm) samples .
Specimens for testing of initial physical properties may be taken from liner plate sheet
and welding strip at any time prior to final acceptance of the work.
c) Liner plate locking extensions embedded in concrete shall withstand a test pull of at
least 100 pounds per linear inch (1800 kg/cm), applied perpendicularly to the concrete
surface for a period of one minute, without rupture of the locking extensions or
withdrawal from embedment. This test shall be made at a temperature of 70°-80°F
(21 ° -27°C) inclusive.
d) All plastic liner plate sheets, including locking extensions, all joint, corner and welding
strips shall be free of cracks , cleavages or other defects adversely affecting the
protective characteristics of the material. The engineer may authorize the repair of
such defects by approved methods.
e) The lining shall have good impact resistance, shall be flexible. and shall have an
elongation sufficient to bridge up to 1/4" (6mm) settling cracks, which may occur in the
pipe or in the joint after installation without damage to the lining.
f) The lining shall be repairable at any time during the life of the pipe or structure.
3. Chemical resistance*
11/02104
After conditioning to constant weight at 110°F (43°C}, tensile specimens and weight
change specimens shall be exposed to the following solutions for a period of 112 days at
77'°F±5° (25°C±3°).
ASC-34
-
-
-
-
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
At 28-<lay intervals, tensile specimens and weight change specimens shall be removed
from each of the chemical solutions and tested in accordance with paragraph 2.3 C . If any
specimen fails to meet the 112-day requirements before completion , the material will be
subject to rejection.
Chemical Solution
Sulfuric acid
Sodium hydroxide
Ammonium hydroxide
Nitric acid
Ferric chloride
Soap
Detergent (linear alkyl benzyl
sulfonate or LAS)
Bacteriological
Concentration
20%**
5%
5%**
1/%**
1%
o. 1%
0.1%
BOD not less
than 700 ppm.
*This ;s ta be used as a pre-quaft1ication test and when material formulations are changed.
**Volumetric percentages of concentrated C.P. grade reagents .
4. Details and dimensions of basic size sheets (4-foot widths)
a} Liner sheets shall be a minimum of 0.065 inch (1.65 mm) in thickness. Locking
extensions (T-shaped) of the same material as that of the liner shall be integrally
extruded with the sheet. Locklng extensions shall be approximately 2~ inches (64mm)
apart and shall be at least 0.375-inch (9-mm) high.
b) Sheets shall have a nominal width of 48 inches (1200 mm) and a length of no more
than 24 feet (7200 mm), except that longer lengths may be supplied on special order.
Lengths specified shall include a tolerance at a ratio of ±1/4 inches (6 mm) for each
100 i.nches (2500 mm).
c) Sheets not used for shop fabrication into larger sheets shall be shop tested for
pinholes using an electrical spark tester set between 18,000 and 22,000 volts. Any
holes shall be repaired and retested.
d) Special sized, factory prewelded and tested sheets shall be available on special order.
5. Pipe-size sheets and accessories
11/02104
a) Pipe linings shall be supplied as pipe-size sheets, fabricated by shop-welding the
basic-size sheets together. Shop welds shall be made by lapping sheets a minimum of
~ inch and applying heat and pressure to the lap to produce a continuous welded
joint. Tensile strength measure across shop-welded joints in accordance w ith ASTM
0412 shall be at least 2000 psi (14 MPa).
b) If required, strap channels shall be 1-inch (25-mm} wide maximum of 3/16 inch (5mm)
remains.
ASC-35
PART DA -ADDITIONAL SPECIAL CONDITIONS
c) Sheets also can be supplied in prefabricated, pipe-size tubular-shaped sheets, ready
to lower onto the inner pipe forms. These normally do not require the use of strap
channels .
d) Transverse flaps may be provided at the ends of sheets far pipe . Locking extensions
shall be removed from flaps so that a maximum of 1/32 inch (1 mm) of the base of the
locking extension is left on the sheet
e) Welding strips shall be approximately 1-inch (25-mm) wide with a minimum width of
7/8 inch (22mm). The edges of weld strips shall be beveled in the manufacturing
process .. Thickness of weld strip shall be a normal 1/8 inch (3 mm).
f) Joint strips for pipe shall be 4-inches (100mm) wide with a minimum width of 3*
inches (94 mm). Th ickness of j oint strips shall be a nominal of 3/32 inch (2 ,3 mm)
g) Prior to preparing the sheets for shipment, they shall be tested for pinholes using an
electrical spark tester set between 18,000 and 22 ,000 volts. Any holes shall be
repaired and retested .
C. Installation of Lining
General
11/02104
a) Installation of the lining , including preheating of sheets in cold weather and the
welding of all joints, shall be done in accordance with the recommendations of the
liner manufacturer. All welding shall be completed by a certified welder.
b) Coverage of the lining shall not be less than the minimum shown on the plans .
c) The lining shall be installed with the locking extensions running parallel with the
longitudinal avis of the pipe.
d) The lining shall be held snugly in place against inner forms .
e) Locki ng extensions shall terminate not more than 1 Yi inches (38 mm) from the end of
the ins ide surface of the pipe section. Joint flaps when used shal.l extend
approxim ately 4 inches (100 mm) beyond the end of the inside surface ..
f) Concrete poured against lin ing shall be v ibrated , spaded or compacted in a careful
man ner so as to protect the lining and produce a dense , ho mogenous concrete ,
s.ecu rely anchoring the lock ing extensions into the concrete .
g) In removing forms , care sho u ld be taken ta p rotect the lin ing from damage. Sharp
instruments shall not be used to pry forms from lined surfaces . When forms are
removed , any nail s that remain in the lini ng shall be pulled , w ithout tearing the lining ,
and t he resulting holes clearly marked .
h) All n ai.l and tie holes and a ll cut, torn and seriously abraded areas in the lining shall be
patched . Patches made e nti rely w ith weld ing strip s hall be fused to the liner over th e
ent ire patch ar ea . Larger patches may cons ist of smooth li ner s heet applied over the
ASC-36
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
damaged area with adhesive. All edges must be covered with welding strip fused to
the patch and the sound lining adjoining the damaged area.
i) Hot joint compounds, such as coal tar, shall not be poured or applied to the lining .
j) The contractor shall take all necessary measures to prevent damage to installed lining
from equipment and materials used in or taken through the work.
Application to Concrete Pipe -Special requirements.
a) The lining shall be set flush with the inner edges of the bell or spigot end of a pipe
section and shall extend ta the opposite end or to approximately 4 inches (100 mm)
beyond the opposite end depending upon the type of lining joint to be made with the
adjoining concrete pipe.
b) Wherever concrete pipe or cast-in-place structures protected with lining, join
structures not so lined {such as brick structures, concrete pipe or cast-in-place
structures with clay lining or clay pipe}, the lining shall be extended over and around
the end of the pipe and back into the structure for not less than 4 inches (100 mm).
this protecting cap may be molded or fabricated from the lining material but need not
be locked into the pipe .
c) Where a pipe lateral (not of plastic lined concrete) is installed through lined concrete
pipe, the seal. between the lined portion and the lateral shall be made by the method
prescribed for cast-in-place structures under Paragraph 3.4 B.
d) Lined concrete pipe may be cured by standard curing methods.
e) Care shall be exercised in handling, transporting and placing lined pipe to prevent
damage to the lining. No interior hooks or slings shall be used in lifting pipe. AU
handling operations shall be done with an exterior sling or with a suitable fork lift.
f) On pipe having 360" liner coverage, the longitudinal edges of the sheet shall be butt
welded. When pipe tubes are furnished, these are shop-welded joints made in
accordance with 2.6 A .
g) No pipe with damaged lining will be accepted until the damage has been repaired to
the satisfaction of the engineer.
Field joints in lining for concrete pipe
11/02/04
a) The joint between sections of lined pipe shall be prepared in the following manner:
If required, the inside joint shall be filled and carefully pointed with cement mortar in
such a manner that the mortar shall not. at any point , extend into the pipe beyond the
straight line connecting the surfaces of the adjacent pipe sections.
Pipe joints must be dry . before lining joints are made.
b) All mortar and other foreign materials shall be removed from lining surfaces adjacent
to the pipe joint, leaving them clean and dry,
ASC-37
PART DA -ADDITIONAL SPECIAL CONDITIONS
c) Field joints in the lining at pipe joints may be either of the following described types:
Type P-1: The joint shall be made with a separate 4-inch (100-mm) joint strip and two
welding strips. The 4-inch (100-mm) joint strip shall be centered over the joint, heat-
sealed ta the lining, then welded along each edge to adjacent liner sheets with a 1-
inch (25-mm) weld strip . The 4-inch (100-mm) joint strip shall lap over each sheet a
minimum of Yz inch (13 mm).
Type P-2 The joint shall be made with a joint flap with locking extensions removed
per Paragraph 2.6 D and extending approximately 4 inches (100 mm) beyond the pipe
end . The joint flap shall overlap the lining in the adjacent pipe section a minimum of Yz
inch (13 mm) and be heat-sealed in place prior to welding. The field joint shall be
completed by welding the flap to the lining of the adjacent pipe using 1-inch (25-mm)
weld strip.
Care shall be taken to protect the flap from damage . Excessive tension and distortion
in bending back the flap to expose the pipe during laying and joint mortaring shall be
avoided. At temperatures below 50° F (10° C), heating of the liner may be required to
avoid damage.
d) The joint flap or strip on beveled pipe shall be trimmed ta a width (measured from the
end of the spigot) of approximately 4 inches (100 mm) for the entire circumferential
length of the lining .
e) All welding of joints is to be in strict conformance with the specifications and
instructions of the lining manufacture. Welding shall fuse both sheets and weld strip
to.gether to provide a continuous joint equal in corrosion resistance and impermeability
to the liner plate. Hot air welding tools shall provide effluent air to the sheets to be
joined at a temperature between 500° and 600°F (260° and 316° C). Welding tools
shall be held approximately Yz inch (13 mm) from and moved back and forth over the
junction of the two materials to be joined. The welding tool shall be moved slowly
enough as the weld progre.sses ta cause a small bead of molten material to be visible
along both edges and in front of the weld strip .
f) The following special requirement shall apply when the liner coverage is 360 degrees:
When groundwater is encountered the lining joint shall not be made until pumping of
groundwater has been discontinued far at least three days and no visible leakage is
evident at the joint When welding the downstream side of a joint strip or flap , do not
weld 6 to 8 inches (150 to 200 mm) at the pipe invert to provide relief of potential
future groundwater buildup .
Application to cast-in-place concrete structures -Specia l requirements.
11/02104
a) Linear sheets shall be closely fitted and properly secured to the inner forms. Sheets
shall be cut to fit curved and warped surfaces using a minimum number of separate
pieces.
b) Unless otherwise shown on the plans , the lining shall be returned at least 3 inches (75
mm) at the surfaces of contact between the concrete structure and items not of
concrete (including manhole frames , gate guides , clay pipe or brick manholes and clay
or cast iron pipes). The same procedure shall be followed at joints where the type of
ASC-38
-
-
-
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
protective lining is changed or the new work is built to join existing unlined concrete. At
each return, the returned liner shall be sealed to the item in contact with the plastic-
lined concrete using Amer-Plate 19Y adhesive system. If the liner cannot be sealed
with this adhesive because of the joint at the return being too wide or rough or
because of safety regulations, the joint space shall be densely caulked with lead wool
or other approved caulking material to a depth of 2 inches (50 mm) and finished with a
minimum of 1 inch (25 mm) of an approved corrosion resistant material.
Joints in lining for cast-in-place concrete structures.
a) Lining at joints shall be free of all mortar and other foreign material and shall be clean
and dry before joints are made.
b) Field joints in the lining shall be of the following described types, used as prescribed:
Type C-1: The joint shall be made with a separate 4-inch ( 100-mm) joint strip and two
welding strips. The 4-inch (100-mm) joint strip shall be centered over the joint, heat-
sealed to the liner then welded along each edge ta adjacent sheets with a 1-inch (25-
mm) wide welding strip . The width of the space between adjacent sheets shall not
exceed 2 inches (50 mm). The 4-inch (100-mm) joint strip shall lap over each sheet a
minimum of~ inch (13 mm). It may be used at any transverse or longitudinal joint
Type C-2 The joint shall be made by lapping sheets not less than ~ inch (13 mm).
One 1-inch (25-mm) welding strip is required. The upstream sheet shall overlap the
one downstream. The lap shall be heat-sealed into place prior to welding on the 1-inch
(25-mm) welding stri p.
Type C-3: The joint shall be made by applying 2-inch (50-mm)-wide waterproof tape
or 1-inch (25-mm)-wide welding strip on the back of the maximum Y..-inch (6-mm) gap
butt joint or by some other method approved by the engineer to prevent wet concrete
from getting under the sheet. After the forms have been stripped, a 1-inch (25 mm)
welding strip shall be applied over the face of the sheet
c) All welding is to be in strict conformance with the specifications of the lining
manufacturer and Paragraph 3 .3 E.
Testing and repairing damaged surfaces.
11/02104
a) After the pipe is i nstalled in the trench, all surfaces covered with lining , including welds
shall be tested w ith an approved electrical holiday detector (Tinker & Raso r Model No.
AP-W with power pack) with the instrume nt set between 18,00 and 22 ,00 volts .
All welds shall be physically tested by a nondestru ctive p robing method . All patches
over holes, or repairs t o the liner wherever damage has occurred, shall be
accompli shed in accordance with Parag raph 3 .1 H.
b) Each t ransverse welding strip which ex.tends to a lower edge of the li ner will be tested
by t he purchasing agency. The welding strips shall extend 2 inches. (50 mm) below the
liner to provide a tab. A 10-pound {5kg) pull will be applied to each tab. The farce will
be applied normal to the face of the stru cture by means of a spring ba lance. Liner
adjoining the welding strip will be held against the concrete during appli cation of the
ASC-39
PART DA -ADDITIONAL SPECIAL CONDITIONS
force. The 10-pound (5 kg) pull will be maintained if a weld failure develops, until no
further separation occurs. Defective welds will be retested after repairs have been
made. Tabs shall be trimmed away neatly by the installer of the liner after the welding
strip has passed inspection. Inspection shall be made within 2 days after the joint has
been completed in order to prevent tearing the projecting weld strip and consequently
damage to the liner from equipment and materials used in or taken through the work.
DA-122 PASSIVE ODOR CONTROL FOR VENT PIPE
A GENERAL
11 /02104
1. SECTION INCLUDES
a. Media Adsorption Hardware
b. Media
c. Manufacturer's Services
2. REFERENCES
3.
a. American Society of testing and Materials ( ASTM ):
1. ASTM D-3299-88 Standard Specification for Filament Wound Glass
Fiber Reinforced Thermosetting Resin Chemically Resistant Tanks.
b. Voluntary Product Standard
1. PS 15-69
c . Uniform Building Code ( UBC )
DEFINITIONS
a. PPL : polypropylene
b. PVC : polyvinyl chloride
C. CFM Cubic Feet per Minute
4 . SYSTEM DESCRIPTION
a. The Contractor shall furnish and install the self-contained
canister described herein . The purpose of these canisters
shall be to remove H2S and other odors or VOCs emanating
from ambient emissions. Each canister includes the
following:
1. Adsorber Canister
2 . Media
b . The canister and media function as a system and shall be
the end products of Bay Products , Inc. or equal , to achieve
standardization for appearance, operation , maintenance,
spare parts, and manufacturer's services .. The unit must be
capable of being submersed with out the media becom ing
wet.
C. There will be ( } absorption canisters required, as delineated
be low:
System
Desi nation
Quantity
ASC-40
CFM -Vessel Dimensions
maximum
-
PART DA -ADDITIONAL SPECIAL CONDITIONS
I VEN.T-A-SORB ocu
5. SUBMITTALS
115 I 30"L x 6.50"W
a. Submit the following items at the same time under one
cover (1 week after receipt of order}:
1. Documentation to demonstrate that the reaction system is the
standard product of the supplier.
2. Documentation to demonstrate that the manufacturer has been
regularly engaged in fabricating odor control systems for at least 5
years .
3. Shop drawings and/or catalog cuts of supplied items.
b. Submit also the following (1 week after receipt of order):
1. Installation Instructions
2. Operation and Maintenance Instructions
B. PRODUCTS
1. GENERAL
11/02104
a. The Contract Documents indicate specific required features
of the equipment, but do not purport to cover all details of
design and construction.
2 . ADSORPER CANISTER (S)
a . The self-contained, adsorber canister shall be a VENT-A-
SORB Canister, as supplied by Bay Products, Inc. (1-800-
429-8175} or equal.
b . The adsorber canister shall be manufactured of Schedule 40
PVC , or equal. The canister shall have no moving parts.
c . The adsorber canister shall contain the carbon bed with a
polyethylene screen an both ends of mesh size 0.94" and a
weight of 96 lbs/MSF. Adsorber design shall utilize "Plug
Flaw" air distribution (the air passes through the media bed
uniformly, exiting through the outlet)
d . The canister shall have the following features :
C.
d.
1.
2 .
Inlet: 8" ANSI 150# Flanged, PVC Sch 40
construction
Outlet: 2" opening with screen with 2" PVC
ball check valve with EPDM seal
The canister shall be rated at +/-20 psig
The canister shall be capable of operating at an air flow rate
of up to 15 CFM
ASC-41
PART DA -ADDITIONAL SPECIAL CONDITIONS
e. The flanged inlet shall be provided with a EPDM or
Neoprene gasket for water tight seal on vent pipe.
3 . MEDIA
a. The media utilized by the reactor vessel shall be provided by
the system supplier and supplied separately to be installed
by others after vessel installation .
b.. MEDIA:
The amount of media (OdorSorb-max) contained is 10 pounds and shall
have the following properties:
Carbon Tetrachloride Activity (wt.%)
Hardness Number
Moisture Content
Ash Content
Mean Particle Diameter (MPD)
Apparent Density (g/ml).
Total Surface Area (N 2 -BET method)
Ignition Temperature (ASTM)
Typical H2S Capacity
60min.
99% min .
10% max .
10% max.
4 mm , pellets
0.480 to 0 .520
1050 to 1150 m2/gm
4507C
0.22 glee
* The determination of H2S breakthrough capacity will be
made by passing a moist ( 85% R.H . ) air stream containing
1 % H2S at a rate of 1,450 cc/min. through a 1 inch diameter
by 9 inch deep bed of uniformly packed activated carbon
and monitored to 50 ppm breakthrough. Results are
expressed in grams H2S removed per cc of carbon .
C. EXECUTION
11102/04
1. MANUFACTURER'S SERVICES
a . No on-site assistance shall be required . The adsorber canister
shall come with installation instructions, which allow the operato r
to install the unit without Manufacture's supervis ion .
2 . QUALITY ASSURANCE
a . T he e ng ineer may provide and d i rect inspectors to inspect the
equ ipment at the place of manufacture or upon arrival at the job
site. The manufacturer s ha ll f urnis h all reasonable ass istance , if
requ ired by the engineer o r in spect or, for t he proper inspectio n
of the wor k. Inspection shall not relieve the manufacturer from
any obligation to perform the work strictly in accordance with
th is specification . Work not so perfo rmed sha ll be replaced by
the man ufactu rer at his own e x pense.
ASC -42
PART DA -ADDITIONAL SPECIAL CONDITIONS
D. LOCATIONS
Odor Control devices for vent pipes are to be located at Proposed Junction
Structure as shown in the plan details .
DA-123 STOP LOGS ASSEMBLIES
A. GENERAL
1. SCOPE
This specification relates to the design, materials of construction, fabrication, and
furnishing of stop logs, related frames and accessories, required for the complete and
proper operation of the system.
The Contractor shall furnish and install all stop log assemblies to satisfactory fit with the
design of the junction structure in the plans. The installation shall be complete and
operable, in accordance with the requirements of the Contract Documents and
manufacturers materials.
Equipment provided under this item shall be fabricated, assembled, erected, and placed in
proper operating condition in full conformity with drawings, specifications, engineering
data, instructions, and recommendations of material suppliers, unless exceptions are noted
by the Engineer.
2. ACCEPT ABLE MANUFACTURERS
a. Rodney Hunt
b. Fontaine
c. Hydro Gate Corp.
d. Others as Approved by Engineer/City
3. SUB MITT ALS
a .
11/02104
1.
2.
3.
4.
5 .
6.
Submit six copies of all materials required to establish compliance with this
section. Submittals shall include the following:
Complete description of all materials
Certified shop and installation drawings showing materials, details of
construction, dimensions, stop log bracing calculations and anchorage (if not
included and differs from this specification. Note: calculation based on
height of structure upstream and downstream of stop log.
Descriptive literature, bulletins and/or catalogs of the equipment.
A complete bill of materials
Evidence of structural analysis and testing of materials
If any dimension differs from plan sheet 15 and 16, the Contractor is to
submit a suggested rebar reconfiguration.
ASC-43
PART DA -ADDITIONAL SPECIAL CONDITIONS
b. Operation and Maintenance Data
1. Operating and maintenance instructions shall be prepared specifically for
this installation and shall include all required cuts, drawings , equipment
lists, descriptions that are required to instruct operating and maintenance
personnel unfamiliar with such equipment. The maintenance instructions
shall include trouble shooting data and full preventive maintenance
schedules.
2. A factory representative who has complete knowledge of proper operation
and maintenance shall attend the leakage test.
4. ALLOW ABLE LEAKAGE
Stop logs shall be substantially watertight under the design head condition. The maximum
permissible leakage will be limited to 0.2 gallons per minute per foot of seating length or as
deemed acceptable by Fort Worth Field Operations.
5. WARRANTY
Manufacturers must be fully experienced, reputable, and qualified in the manufacture of the
product. Manufacturers shall warrant the product from defects for a period of two years
from the date of delivery.
B. PRODUCTS
11/02104
1. GENERAL SERVICE CONDITIONS
Service conditions are as designated on the contract drawings. The maximum
height of the guides shall meet or exceed the maximum head of water.
2. GUIDE FRAME
a. General: Frames shall be adequately braced to prevent warping and bending
under the intended usage.
b. Guide Frame: Guides shall be of fabricated stainless steel. All material,
such as anchors and bolts , shall be type 316 stainless steel when ever
possible.
C.
Guides shall be designed and constructed to withstand the total thrust caused
by water pressure.
Typical Stop Log Panels: Stop log panels shall be manufactured of one
piece extruded 6061-T6 aluminum. The stop log panel shall not deflect
more than 1/360 span of the log under the design head. The bottom of the
ASC-44
PART DA -ADDITIONAL SPECIAL CONDITIONS
log shall be extruded in a manner to accept a resilient seal to provide a flush
bottom closure. The resilient seal along the bottom of each log shall seal on
the si ll plate or top of another log . Seals may also be required within the
frame guide itself in order to prevent leakage.
Furnish aluminum guide and support shoes on the ends and bottom s of each
stop log in order to hold the unit squarely in place. Stop log panels shall be
equipped with three attachment points in the top of each stop log, one in the
center and one near each end. Stop log panels shall be of sufficient weight
to resist buoyancy.
Shop drawings shall include dimensions , materials and weight as a
minimum for each piece of equipment. Drawings shall also show
fabrication, assemble and installation.
d. Typical Seals: Stop log seals shall be made of neoprene rubber and shall
provide a lip-type seal. The shape of the seal shall provide a seating surface
having a minimum width of 3/4". The seals shall be located along the
bottom of each log section and along both ends of each log and shall be
mechanically attached to the log. Adhesives alone are not an acceptable
mounting method. Attaching hardware for seals shall be stainless steel.
Seals shall be mounted in a manner that allows for easy replacement in the
event of damage.
e. Typical Seat: Stop log seat shall be flush mounted, neoprene material.
f. Anchor Bolts and Hardware: All assembly anchor bolts and hardware shall
be stainless steel, Type 316 (Type 304 as an alternative pending approval).
All anchor bolts and hardware shall be furnished by the stop log
manufacturer.
Grout: Non-shrink, per specifications.
J-~
~r\J.J.~
,V',..o}, ~ 3. ALLOWABLE LENGTHS AND WIDTH
r -.\ L, See plans sheet 15 and 16 for plan-profile and ty,.Pic~l dimension of stop loBs. . .1. r j_
cc Cf~ Thz. CIPTf-rz:t~~~ ~ll su-prut (;J. ve,-f1-ial +wt of sfrf )oq?S W-fh1S p;ojecr to ;-_0.\
C EXECUTION~ ~,h1 «~s ~ 6 n f~h Sh{'<ls ISP. ciYJ. i.CoK -Th~ sf'r l 15 w,lf
· k ,c.J,. +a Hll .ttPO (, +lri,--/t,r~ ~ /c)e:;sf.,fs IY\ h D1 ver,;uR ~ruc.turc.
(i.; ~i on r...1 + I :,J J
1. INSTALLATION \0 · '
a .
11/02/04
Stop log assemblies shall be installed in strict accordance with the
manufacturer 's printed recommendations and the requirements herein .
During construction, the surfaces of the guide frame and stop log panels
shall be co vered or otherwise protected from concrete spillage , paint, or
ASC-45
PART DA -ADDITIONAL SPECIAL CONDITIONS
debris. Any damage that occurs to materials shall be corrected prior to
installation and testing.
b. Guide frames shall be accurately positioned and supported to prevent
shifting during the pouring of concrete or grouting. Guide frames shall be
carefully braced both horizontally and vertically to prevent distortion.
Guides shall be installed in a true vertical plane. If there are any difficulties
in operation of the equipment due to the fabrication or the contractor's
installation, additional service shall be provided at no additional cost to the
owner.
The Contractor is responsible to provide adequate clearance (per
manufacturer) between the stop log and the guide frame.
c. Field Leakage Test: A field leakage test shall be performed by the
Contractor after installation of the stop log frame assembly. The
manufacturer shall be notified of the test in sufficient time to enable him to
have a representative present at the test. In the event that the unit fails the
leakage test , the necessary changes shall be made and the unit reinspected
and retested. If any unit remains unable to meet the test requirements, it
shall be removed and replaced with satisfactory equipment at no additional
cost to the owner.
d. The City has the right to withhold payment until the junction structure stop
logs operation has been determined to be satisfactory.
DA-124 REINFORCED CONCRETE PIPE (RCP)
Description. This Item shall govern reinforced concrete pipe (RCP) ASTM C76 . Approved
manufacturer is Hanson Pipe & Products or approved equal. Installation and testing shall equal
or exceed the manufacturer's standards. RCP shall have a 360 degree liner as stated in DA-121 .
All other Fort Worth standard specifications apply.
Contractor shall not use the Fort Worth Water Department Material Specification E2-9.7c
Exfiltration Test Pneumatic Method: Air Test. The Contractor shall test according to the current
edition of NCTCOG -Standard Specification for Public Works , 6 .72f Low Pressure Air Te st -3)
Test Methods . The Time Pressure Drop Method will be used for this project.
The contractor shall verify the following pipe class breakout from the ground cover and 100 year
flood elevation indicated in t he plans . The pipe class shall be class Ill.
The unit price bid per LF shall be full compensation for all materials , labor, equipment and
incidentals necessary to complete the work.
DA-125 CUT AND PLUG
11102104 ASC-46
PART DA -ADDITIONAL SPECIAL CONDITIONS
This section clarifies cutting and plugging on this project. The cutting and plugging of sewers
includes all related costs to brick bulkhead pipe, backfill excavation and return area to the
original or better condition . When a pipe is excavated for cutting and plugging pipe, the pay
item "cut and plugn includes cutting through the entire existing pipe and installing a brick
bulkhead on both cut ends of the pipe. The bulkhead shall be brick with non-shrink grout that
is specified by the City for use in sanitary sewer construction.
DA-126 REMOVE JUNCTION STRUCTURE
Junction structures to be removed shall have all pipes entering or exiting the structure
plugged with a brick bulkhead as in section DA 125. Structure top and/or cone sections shall
be removed along with connecting exterior and interior walls . Floor and foundation sections
shall be removed entirely unless they are oriented 12-inches or more below the exterior limits
of any new utilities or structures to be placed above them. The structure locati.on 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, flowable fill or as
approved by the Engineer. Surface restoration shall be compatible with surrounding service
surface. Payment for work involved in back1illing, plugging of pipe(s) a.nd all other
appurtenances required , shall be included in the appropriate bid item -Abandon Junction
Structure.
END OF SECTION
11/02104 ASC-47
Certificate of Insurance
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ACORQ .. CERTIFICATE OF LIABILITY INSURANCE I
DATE (MM/DD/YYYY)
01/05/2009
PRODUCER (817)45 7-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1121 E. Loop 820 South ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
P O Box 8720
Fort Worth, TX 76124-0720 , INSURE~$ AFFORDING COVERAGE NAIC#
1NSUR ED Conatser Construction TX, LP INSU RER A: Bituminous Casualty Corp ~+ IX
P .O.Box 15448 INSURER B: Bituminous Fire & Marine Ins Co A+ IX
Fort Worth, TX 76119 INSURER C:
INSURER 0 :
IN SURER E:
COVERAG S
TH E PO LI CIES O F IN SURA NCE LI ST ED B ELOW HAVE BEEN ISS UED TO THE INS URED NAMED ABOVE FO R THE PO LI CY PERIOD _INDICAT ED . NO TWITHSTAND ING
ANY REQUIREMENT , TERM OR C OND ITI O N OF ANY CO NT RAC T O R OTHER DO CUMENT WITH R ESPECT TO WH ICH TH IS CERT IF ICATE MAY BE ISSUED OR
MAY PERTAIN, THE IN SURANCE AFFORDED BY THE PO LI C IES DESC RI BE D HEREI N IS S UBJECT TO A LL THE TE RMS, EXC LU SIO NS AND CO N DIT IONS OF SUCH
POLICI ES. AGGRE GATE LIMITS SHOW N MAY HAVE BE E N RE DUC ED BY PAI D CLA IMS.
TYPE OF INSURANCE POLICY NUMBER LIMITS
GE NERAL LIABI LITY 1.000.000
(j
CONTRACTOR COMPLIANCE WITH
WORKER'S COMPENSATION LAW
Pursuant to Article 8308-3 .23 of Vernon 's Annotated Civil Statutes, Contractor certifies that it
provides workers' compensation insurance coverage for all of its employees employed on
Department of Engineering 0.0.E. No. 6076 .
ST A TE OF TEXAS §
COUNTY OF TARRANT §
Conatser Management Group , Inc., G.P .
January 7,2009
DATE
BEFORE ME , the undersigned authority , on this day personally appeared Mark Pappas , known
to me to be the person whose name is subscribed to the foregoing instrument , and acknowledged to me
that he executed the same as the act and deed of Conatser Construction TX, L.P . for the purposes and
consideration therein expressed and in the capacity therein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7th day of January 7, 2009 .
•········
I ···~~"· •ui'•, JAMIE L BROWN I ' ... +"'!:::£:::''"''· \ * \,J'I!{) * j NOTARY PUBLIC
\~ ........ ., .... / State of Texas
·· ... ~~~·· Comm. Exp . 06-27-2012
Part F -Bonds
(City of Fort Worth)
THE STATE OF TEXAS
COUNTY OF TARRANT
Bond No: 022023681
PERFORMANCE BOND
§
§
§
KNOW ALL BY THESE PRESENTS:
That we, (1) Conatser Construction TX, LP (Conatser Management Group Inc), as
a Principal herein, and (2) Liberty Mutual Insurance Company
corporation organized under the laws of the State of (3) _~M-A~----and who 1s
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 ONE MILLION THREE HUNDRED NINETY ONE
THOUSAND SEVEN HUNDRED AND FORTY FOUR DOLLARS AND NO CENTS
($1,391,744.00} for the payment of which sum we bind ourselves, our heirs, executors,
administrators , successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee dated
the __ day of f -~ 0 " 2009 , 2008 , a copy of which is attached hereto and made a part
hereof for all purposes, for the construction of:
SANITARY SEWER REHABILITATION CONTRACT LXIL (69)-PART 2
SANITARY SEWER MAIN 244B
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 __________ , 20_.
X LP
ATIEST:
Name: Mark Pappas
(Principal) Secretary Vice President of Cona t ser
Title : Managemen t Group, I n c., GP
(SE AL)
ATIEST:
Secretary
(SE AL)
NOTE: (1)
(2)
(3)
Address: P, o. Box !5448
fart Warth, TX 76))9
Liber t y Mutual
SURETY
Name: lenna S. Dav i s
Attorney in Fact
Address: 17 5 Berkeley St ree t
Bos t on, MA 0 2117
Telephone Number: 972 -2 33-95 8 8
Correct name of Principal (Contractor).
Correct name of Surety.
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 bond shall not be prior to date of Contract.
THE STATE OF TEXAS
COUNTY OF TARRANT
Bond No: 022023681
PAYMENT BOND
§
§
§
KNOW ALL BY THESE PRESENTS:
That we, (1), CONATSER CONSTRUCTION TX, LP (Conatser Management
Group Inc) as Principal herein, and (2) Liberty Mutual Insurance Company
___ , a corporation organized and existing under the laws of the State of (3) MA
___ , as surety, 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 amount of
ONE MILLLION THREE HUNDRED NINETY ONE THOUSAND SEVEN HUNDRED
AND FORTY FOUR DOLLARS AND NO CENTS ..... ($1,391,744.00) 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:
WHEREAS, the Principal has entered into a certain written contract with the Obligee
rj:""J O " / dated the __ day of '-, 20_, 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:
SANITARY SEWER REHABILITATION CONTRACT LXIX (69) -PART 2
SANITARY SEWER MAIN 244B
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. t r.c.J CJ ._, 2009
SIGNED and SEALED this ___ day of __________ , 20_.
ATTEST :
(Principal) Secretary
(SE AL)
Vice President of Conatser
Title: Management Group, Inc., GP
Address: P. o. Box 1544 8
Fort Worth, TX 76119
~;.tnJk:r ~~
ATTEST:
Secretary
(SE AL)
Liberty Mutual Insurance Company
SURETY ~~ J
By~~ Nam:::: .__D_a""v .... i .... s~'--~--=
Attorney in Fact
Address: 175 Berkeley Street
Boston, MA 02117
Witness a( to Sure
Carolyn Maples
Telephone Number: 972-2 33-9588
NOTE: ( 1)
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety.
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 bond shall not be prior to date of Contract.
THE STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL BY THESE PRESENTS:
§
§
§
Bond No: 022023681
MAINTENANCE BOND
That CONATSER CONSTRUCTION TX, LP. (Conatser Management Group, Inc)
("Contractor"), as principal, and , Liberty Mutual Insurance Company a corporation
organized under the laws of the State of __ MA ____ _ ("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
ONE MILLION THREE HUNDRED NINETY ONE THOUSAND SEVEN HUNDRED AND FORTY
FOUR Dollars AND NO CENTS ($1,391,744.00), 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:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort
Worth, dated the __ of FE9 0 l"J ?ll 1 , 20_, a copy of which is hereto attached and made a
part hereof, for the performance of the following described public improvements:
SANITARY SEWER REHABILITATION CONTRACT LXIX (69)-PART 2
SANITARY SEWER MAIN 244B
the same being referred to herein and in said contract as the Work and being designated as project
number(s) WATER-P258 541200 705170091583 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 being 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 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 City of Fort Worth
Department of Engineering, 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
Contractor and Surety damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon
for successive breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in ei~htC8) counterparts, each of
which shall be deemed an original , this_ day of ri:-8 0 ') q , A.O. 20 __
ATIEST:
(SEAL)
Secretary
ATIEST:
(SEAL)
Secretary
. Vice President of Conatser Title : Mana~ement Group, Inc. , GP
Liberty Mutual Insurance Company
Surety
~:m~
Title: Att orney-in-Fact
175 Berkeley Street
Bos t on, MA 02117
Address
Tel No: 972-233-9588
'>,
::(.)
(U C: > Q) •t I :::S : (.)
2346275
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to
the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth , does hereby name , constitute and appoint
GREG A. WILKERSON, GLENNA S. DAVIS, CATHY VINSON, CAROLYN MAPLES, JOHN R. WILSON, ALL OF THE CITY OF
FORT WORTH, STATE OF TEXAS ....................................................................................................................................... .
, each individually if there be more than one named , its true and lawful attorney-in-fact to make , execute , seal , acknowledge and deliver, for and on its
behalf as surety and as its act and deed, anv and all undertakings , bonds , recognizances and other surety obligations in the penal sum not exceed ing
TWENTY FIVE MILLION AND 00/100**1*******•••••••••• DOLLARS($ 25,000,000.00***** ) each , and the
execution of such undertakings , bonds , recognizances and other surety obligations , in pursuance of these presents , shall be as binding upon the
Company as if they had been duly signed by the president and attested by the secretary of the Company in the i r own proper persons .
That this power is made and executed pursuant to and by authority of the following By-law and Authorization :
ARTICLE XIII -Execution of Contracts : Section 5 . Surety Bonds and Undertakings .
Any officer of the Company authorized for that purpose in writing by the chairman or the president , and subject to such limitations as the
chairman or the president may prescribe , shall appoint such attorneys-in-fact , as may be necessary to act in behalf of the Company to make ,
execute, seal , acknowledge and deliver as surety any and all undertakings , bonds , recogn izances and other surety obligations . Such
attorneys-in-fact , subject to the limitations set forth in their respective powers of attorney , shall have full power to bind the Company by the ir
signature and execution of any such instruments and to attach thereto the seal of the Company . When so executed such instruments shall be
as binding as if signed by the president and attested by the secretary .
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact:
Pursuant to Article XIII, Section 5 of the By-Laws , Garnet W . Elliott , Assistant Secretary of Liberty Mutual Insurance Company , is hereby
authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
deliver as surety any and all undertakings, bonds, recognizances and other surety obligations .
That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF , this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of
Liberty Mutual Insurance Company has been affixed the reto in Plymouth Meeting , Pennsylvania this 29th day of -~M~a~Y~--------
2008
LIBERTY MUTUAL INSURANCE COMPANY
By~~ 4/-JZ<_5&'{-;
Garnet W. Elliott , Assistant Secretary
COMMONWEALTH OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
On this 2filh_ day of May , 2008 , before me , a Notary Public , personally came Garnet W . Elliott, to me known , and acknowledged
that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation ; and that he executed the above
Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation .
IN TESTIMONY WH P. ~i ~ unto subscribed my name and affixed my notarial seal at Plymouth Meeting , Pennsylvania , on the day and year
first above written . q;. ~ONWG (
Lt,,j 0~ '<.;. <;. COMMONWEA!..TH.OFPENNSYLVANIA ,,1--..... g
.-c., -,;. Notarial Selll (I/ . ' , t! -1-,1 I
T0011JaPl>steile,NowyPubllc By 7~"'------,,...--,--~-=....;..----__;_---------,=,=.,= Ter6sa Pastella , Notary Public
CERTIFICATE Memllor. P•nnt)'l11tnla A$$OOll11on of Notari ..
I, the undersigned , Assistant cretary of Liberty Mutual Insurance Company , do hereby certify that the original power of attorney of which the foregoing
is a full, true and correct copy , is in full force and effect on the date of this certificate ; and I do further certify that the officer or official who executed the
said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article
XIII , Section 5 of the By-laws of Liberty Mutual Insurance Company .
This ~ertificate and the above_ power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980 .
VOT~D that the facsimile or mechani~ally reproduced signature of any assistant secretary of the company , wherever appearing upon a
cert1f1ed copy of any power of attorney issued by the company in connection with surety bonds , shall be valid and binding upon the company
with the same force and effect as though manually affixed .
IN TESTIMONY WHEREOF , I have hereunto subscribed my name and affixed the corporate seal of the said company , this FF8 Q :-' 20 9 day of
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~Liberl): \P Mutuat
Important Notice
TO OBTAIN INFORMATION ABOUT THIS BOND OR TO MAKE A COMPLAINT:
You may contact the Texas Department of Insurance to obtain information on
companies , coverages , rights or complaints at:
800-252-3439
You may write the Texas Department of Insurance at:
P. 0. Box 149104
Austin, TX 78714-9104
Your notice of claim against the attached bond may be given to the Surety Company
that issued the bond by sending it to the following address:
Liberty Mutual Surety
Interchange Corporate Center
450 Plymouth Road, Suite 400
Plymouth Meeting, PA 19462-8284
You may contact the claim office by telephone at:
610-832-8240
Premium or Claim Disputes
If you have a dispute concerning a premium, you should contact the agent first. If you
have a dispute concerning a claim, you should contact the company first. If the dispute
is not resolved, you may contact the Texas Department of Insurance .
This notice is for information purposes only and does not become a part of or a condition of the attached
document. It is given to comply with Section 2253.048, Government Code , and Section 53 .202, Property
Code , Effective September 1, 2001
Part G -Contract
(City of Fort Worth)
THE STATE OF TEXAS
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT r-... o :"' 2009
This Contract made and entered into this the __ day of A.D., 20 08 , by and between
the CITY OF FORT WORTH, a home-rule municipal corporation situated in Tarrant, Denton, Parker, and
Wise Counties, Texas, by and through its duly authorized Assistant City Manager, ("Owner"), and
(Contracting Company Name here), ("Contractor") Owner and C ONATSER CONSTRUCTI ON TX
LP. (Conatse r Manag em ent Group In c.) Owner and Contractor may be referred to herein individally
as a "Party" or collectively as the "Parties."
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith,
the said Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows:
SANITARY SEWER REHABILITATION CONTRACT LXIX (69)
SANITARY SEWER MAIN 244B
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Water Department of the City of Fort Worth adopted by the City Council of the City
of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a
part of this contract the same as if written herein.
3.
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Department of Water (Engineering) of
the City of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and approval of
the D epartment of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 180 Cal ender days.
,TX
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract
Documents within the time so stipulated, plus any additional time allowed as provided in the General
Conditions, there shall be deducted from any monies due or which may thereafter become due him, the
sum of $420 .00 Per working day, not as a penalty but as liquidated damages , the Contractor and his
Surety shall be liable to the Owner for such deficiency.
5 .
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans ,
Specifications and Contract Documents, then the Owner shall have the right to either demand the surety
to take over the work and complete same in accordance with the Contract Documents or to take charge of
and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost
to the said City shall exceed the contract price or prices set forth in the said plans and specifications made
a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and
specifying an itemized statement of the total cost thereof, said excess cost.
6
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 any 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 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 iniury 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.
7.
A. If the total contract price is $25,000 or less, payment to the contractor shall be made in
one lump sum . Payment shall not be made for a period of 45 calendar days from the date the work has
been completed and accepted by the Owner.
B. If the contract amount is in excess of $25 ,000 , a Payment Bond shall be executed, in the
amount of the Contract, solely for the protection of the claimants supplying labor and material in the
prosecution of the work.
C If the Contract amount is in excess of $100,000, a Performance Bond shall be executed ,
in the amount of the Contract conditioned on the faithful performance of the work in accordance with the
Plans, Specifications , and Contract Documents. Said bond shall solely be for the protection of the Owner.
D. A Two-year Maintenance Bond in the name of the Owner is required for all projects to
insure the prompt, full and faithful performance of the general guarantee contained in the Contract
Documents.
8.
The Owner agrees and binds itself to pay, and the Contractor agrees to receive , for all of the
aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal
submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in
monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a,
shall be !Million Three Hundred Ninety One Thousand Seven Hundred and Forty Four Dollars and No
cents, ($1,391,744.00).
9 .
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Owner. Any
request for any sublease or assignment shall be made in writing and submitted to the Director of the
Engineering Department.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas , a copy of which is attached hereto
and made a part hereof the same as if it were copied verbatim herein.
11.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract , and the Contractor
agrees to fully comply with all the provisions of the same.
IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in ~
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached . The Contractor has execute l'f"f1~;"«~;-;;.,PR~-'"f'R--
duly authorized officers in~ counterparts with its corporate seal attached.
Done in Fort Worth, Texas , this the_ day of __ ~A.D., 2008.
:c~k
DJR.ECTOR, DEPARTMENT OF
WATER
[or1,J. )<Y" Ccn.t 'rl r Iler/-~ Tu.
1
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CONTRACTOR
TITLE
CITY OF FORT WORTH
FERNANDO COSTA, ASST CITY MANAGER
ATTEST:
CITY SECRET ARY
(SE AL)
contr?)c,~ ~uthoriz atioa
d 3}t>:j .
• di
APPROVED AS TO FORM AND
S~2.. '1 l"1i"c.kJci.. st("(.{ Ftr+ VllulfL.. 7'<¥.(J tldl9 LEGALITY: .
ADDRESS
Appendix A
Easements and Permits
San itary Sewer Rehabilitation (Main 244B) -Contract LXIX (69) Part 2
Easement L ist
E a sement No . Owner Permanent C on stru ctio n
Easemen t Easement
SSE-1 Arlington ISD X
SSE-2 Univisio n Radio Broadcasting X
SSE-3 Univision Radio Broad casting X
SSE-4 Boswell, V. W. Est X
SSE-5 Williams, Donald E. Mrs. X
SSE-6 Tarrant County Texas X
Transportation Dept
SSE-7 ONCOR (TESCO) X
SSE-8 Lake Arlington Industrial Park Addition X
(Chesapeake)
TCSSE-1 Arlignton ISD X
TCSSE-2 Univisio n Radio Broadcasting X
TCSSE-3 Univision Radio Broadcasting X
TCSSE-4 Boswell, V. W . Est. X
TCSSE-5 Williams, Donald E. Mrs. X
TCSSE-6 Tarrant County Teaxs X
Transportation Dept.
TCSSE-7 ONCOR (TESCO) X
TCSSE-8 Lake Arlington Industrial Park Addition X
(Chesapeake) See note 1
Note 1: Temporary Workspace Agreement is pending along Cowtown Pipeline
Partners, LLC. And Quicksilver Resources, Inc. gas line.
G:\FWOJ\0059\S pecs\Part 2 \Part 2 Ease ment Summary.doc
«M -244B»
Parcel # SSE-1
Doe# «54 05»
1000 W. GREEN OAKS BLVD,
ARLINGTON, TEXAS
ORION PARK SECTION ONE
ST ATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
PERMANENT SEWER LINE EASEMENT
DATE: 08-07-2006
GRAN TOR: ARLIN GTON ISO.
GRANTOR'S MAILING ADDR ESS (including County):
1203 W. PIO N EER PKW Y
A RLI NG TON , TARRANT COUNTY , TE XAS 76013
GRANTEE: CITY OF FORT WORTH
GRANT EE 'S MAILING ADDRESS (including County):
1000 THROCKMORTON ST.
FORT WORTH , TARRANT COUNTY, TX 76102
CONSID ERAT ION: One Dollar ($1.00) and other good and va luable consideration , the receipt
and sufficiency of which is hereby acknowledged.
PRO PE RTY: Lega l Descriptio n of Property
1000 W. GREEN OAKS BL VD,
ARLINGTON, T EXAS
ORION PARK SECTION ONE
(See attached Exhibi ts "A" and "B")
Grantor, for the consideration paid to Grantor and other good and valuable consideration ,
hereby grants , sells , and conveys to Grantee , its successors and assigns, an exclusive ,
perpetual easement for the construction , operation, maintenance , replaceme nt, upgrade, and
repa ir of a Permanent Sewer Line Facil ity, hereafter referred to as "Facility". The Facili ty
in cludes all incidental underground and aboveground attachments , equipment and
appurtenances , including , but not limited to manholes , manhole vents, lateral line connections ,
pipeline s , junction boxes in , upon , under and across a portion of the Property and more fully
described in Exhibit "A" attached he reto and incorporated herein for all pertin en t purposes ,
together with the right and privil ege at any and all times to enter Property, or any part thereof ,
for the purpose of con structing, operating , maintaining , replacing , upgrading , and repairing said
Facility.
Perma nent Sewe r Line Eas ement
RP /CG 07/04
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or building, including , but not limited to ,
monument sign, pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property . Grantee shall be ob li gated to restore the surface of the
Property at Grantee's sole cost and expense, including the restoration of any sidewalks ,
driveways , or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed, relocated, altered , damaged, or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not
be obligated to restore or replace irrigation systems or other improvements installed in violation
of the provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described easement, together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee's successors
and assigns forever ; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee, its successor and
assigns , against every person whomsoever lawfully claiming or to claim the same , or any part
thereof.
When the conte xt requires, singular nouns and pronouns include the plural.
GRANTOR:
FOR: ARLINGTON ISD .
GRANTEE: City of Fort Worth
Marc Ott, Assistant City Manager
G :\SURVEY\job\030570\EASE MENTS\030570SSE2DED.doc
Permanent Sewer Line Easeme nt
RP/CG 07/04
ACKNOWLEDGEMENT
STATE OF TE XA S §
COUNTY OF TARRANT §
BEFOR E ME, the undersigned authority, a Notary Publ ic in and for the State of Texas ,
on this day personally appeared , known to me to be t he
same person whose name is subs cribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he /she executed
the same as the act of said for the purposes
and consideration therein expressed and in the capacity the rein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of
___________ ,20_.
Notary Public in and for the State of Te xas
ACKNOWLEDGEMENT
STATE OF TEXAS §
COU NT Y OF TARRANT §
BEF OR E ME, the undersigned authority , a Notary Public in and for the State of Texas ,
on this da y personally appeared , known to me to be the
same person whose name is subscribed to the forego ing instrument, and acknowledged to me
th at t he same was the act of and that he /she e xecuted
the same as the act of said for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of
___________ ,20_.
Permanent Sewer Line Easement
RP/CG 07/0 4
Notary Public in and for the State of Texas
Real Property Description
of a
25 Foot Permanent
Sanitary Sewer Easement
out of
Lot 2R, Block 1
Orion Park Section One
Being a parcel of land out of Lot 2R, Block 1, Orion Park Section One , an addition to the City of
Arlington as recorded in Cabinet A, Slide 4733, Plat Records, Tarrant County, Texas and as
conveyed to the Arlington Independent School District by deed recorded in Volume 13541,
Page 418 , Deed Records, Tarrant County, Texas for the purpose of constructing, operating, and
maintaining a sanitary sewer system and its appurtenances and being more particularly described
as follows:
Beginning at a point in the West line of said Lot 2R and the East line of Lot 1-R-A, KFJZ Addition ,
an addition to the City of Arlington as recorded in Volume 388-109, Page 30, said Plat Records,
and from which a 1" iron rod found for the Northwest corner of said Lot 2R and the Northeast
corner of said Lot 1-R-A, and being in the South line of the Union Pacific Railroad Company right-
of-way bears North 00 degrees, 14 minutes , 05 seconds West, 98 .13 feet;
Thence : North 79 degrees , 51 minutes , 50 seconds East, 396 .92 feet;
Thence : South 02 degrees, 22 minutes, 13 seconds East, 25.37 feet;
Thence : S01.,1th 79 degrees, 51 minutes, 50 seconds West, 396 .99 feet to the West line of said
Lot 2R and the East line of said Lot 1-R-A;
Thence : with the West line of said Lot 2R and the East line of said Lot 1-R-A, North 00 degrees ,
14 minutes, 05 seconds West, 25.38 feet to the place of beginning and containing
9 ,932 square feet of land , more or less.
Note : Surveyed on the ground
Note : Bearing Basis -
Note : In accordance with the Texas Board of Professional Land Surveying, General Rules of Proc edure and Practices, 6 63 .19(9), this
"report" consists of the Real Property Descrip tio n included herein , and Map of Survey attached herewith.
Note: In accordance wi th the Texas Board of Professional Land S urveying, Gen eral Rules of Procedures and Practices , 663 .19(7),
"The ci ted instruments are not n ecessarily the c urrent own ers of the s ubject property, but are the documents containi ng the
descri ption s of the bound aries as surveyed."
SS M-2 44B:SSE-l
CFW/DOE #5 405
ANA Proj. #0 30570
I 0 00 W. Gree n Oaks Bl vd .
Arl ington, TX
Lot 2R, Block I
Orion Park Secti o n One
Page I of I
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57<4 0 w Pioneer Pkwy, Ari rngton
Univisi on Radio er-oodcosti nQ
7100 Cor-Penter Fwy
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1"31'ru,rwnt ,020,tll0252
LOT 1-R -A
KFJZ ADDITION
VOLUME 388-109 , P .30
P.R . T.C. T .
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NT -------1 r -1
115' ORA I NAGE
LO T 2 R, BLOCK 1
ORION PARK SECTION ONE
CABINET A , SLIDE ~733
P .R .T.C .T .
25' SANITARY SEWER ~~~--\,:-----\,---\..:::Jw
EASEMENT SS-1 \
9,932 so FT +/-\ , ·--------------------------~---r
50' MAGNOL I A PI PL I NE E SM' T. \ \
VOL . 2598, PG, 298 I 1
Q.R.T.C.T. \ \
I I ----------------------------~---1 ---------vo,-sw-acCC-ESMT----~---';
VOL.3938, P.638 \ \
Notes:
Surveyed on the ground JULY, 2006
Q.R.T.C.T. \
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Basis of Be arings= Bearings ore based on true north derived
from GPS observations relative to NAD 83, Texas No rth
Central Zone
I
In accordance with the Texas Boord of Professional Land
Surveying, General Rules of Procedure and Practices,
663.19(91, this "report" consists of the Reol Property
Description included he rein, and a Mop of Survey ottoched
herewith.
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In accordance with the T exes Board of Professional Land
Surveying, General Rules of Procedures and Practices.
663.19(7), "The cited instruments are not necessarily the
current owners of the subject property, but ore the
documents containing the descriptions of the boundaries os
I
surveyed."
EXHIBIT A
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DRAWN BY: ED
SHOWI NG A 25 FOOT
SANITARY SEWER EASEM ENT
SIT UAT ED IN LOT 2R, BLOCK
ORION PARK SECTION ONE
TARRANT COUNTY, TEXAS
I
I
SANITARY SEWER SSE -1
DOE NO. 5405
1000 W. GREEN OAKS BL VD.
ARLINGTON, TEXAS
LOT 2R, BLOCK 1
ORION PARK SECTION ONE
DATE : 07 -27-06
SHT. NO.
DGN. NO .: 030570244SSE1.0GN
~.CONSULT ANT§9 L.L.C.
Engineer i ng, Pla.nning, a.nd Surveying
APPROVED BY: SKW 1701 RIVER Rt.ti /S\ll[ 610 /[ORT WORT H. TX.76107 1(8171335·9900/ f AIM8171335·9955
«M-244B»
Parcel # TCSSE-1
Doe# «5405»
1000 W. GREEN OAKS BLVD,
ARLINGTON, TEXAS
ORION PARK SECTION ONE
ST ATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
TEM PORARY SEWER LINE EASEME NT
DATE : 08 -07 -2006
GRANT OR: ARLINGTON ISO .
GRANTOR'S MAILING AD D RESS (including County):
1203 W. PIO N EER PKWY
ARLINGTON , TARRANT COUNT Y , TEX AS 76013
GRANTEE : CITY OF FORT WORTH
GRANTEE'S MAILING ADDR ESS (including County):
1000 THROCKMORTON ST.
FORT WORTH, TARRANT COUNTY , TX 76102
CONSID ERATI ON: One Dollar ($1 .00) and other good and valuable consideration , the receipt
and sufficiency of which is hereby acknowledged .
PROP ERTY: Legal Description of Property
1000 W. GRE E N OAKS BLVD ,
ARLIN GTO N, TEXAS
ORION PARK SECTION ON E
(See atta c hed Exhibits "A" and "B")
Granter, for the consideration paid to Granter and other good and valuable consideration ,
hereby grants , sells , and con veys to Grantee , its successors and assigns, an exclusive ,
perpetual easement for the constru ction , o peratio n , m ain tenance, repl ace ment, upgrad e , and
repair of a Permanent Sewer Line Facility , hereafter referred to as "Facility". The Facil ity
includes all in cide ntal und erground and a boveground attachm ents , equipment and
appurtenances, includin g , but not limited to manholes , manhole vents , lateral li ne connections ,
p ipeli nes, junction boxes in , upon , un der and across a portion of the Property and more fu ll y
d escribed in Exhibit "A" attached hereto and incorpo ra ted he re in for all pertinent purposes ,
together w ith the right and privilege at an y and al l times to enter Property, or any part there of,
for the purpose of constructing , operating , mainta ining , replacing , upgrading , and repa iring said
Faci lity .
Permanent Sewer Line Easement
RP/CG 07/04
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or building , including, but not limited to,
monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property . Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense , including the restoration of any sidewalks ,
driveways, or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed , relocated , altered, damaged, or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not
be obligated to restore or replace irrigation systems or other improvements installed in violation
of the provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described easement, together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee's successors
and assigns forever; and Grantor does hereby bind itse lf and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claimi ng or to claim the same , or any part
thereof.
When the conte xt requires , singular nouns and pronouns include the plural.
GRANTOR:
FOR: ARLINGTON ISD.
GRANTEE: City of Fort Worth
Marc Ott, Assistant City Manager
G:\SURVEY\job\030570\EASEMENTS\030570SS E2DED .doc
Perman ent Sewer Line Easement
RP/CG07/04
Real Property Description
of a
20 Foot Temporary
Construction Easement
out of
Lot 2R, Block 1
Orion Park Section One
Being a parcel of land ou t of Lot 2R, Block 1, Or ion Par k Section One, an add it ion to the C ity of
Arlington as r ecorded in Cabinet A , Slide 4733 , Plat Records , Tarrant County, Texas, and being a
portion of those certain tracts of land as conveyed to the A rli ngton Independent School District by
deed recorded in Volume 13541 , Page 418 , Deed Records , Tarrant County Texas for the
purpose of constructing a sanitary sewer system and its appurtenances and being more
particularly described as follows :
Beginning at a point in the West line of said Lot 2R and the East line of Lot 1-R-A, KFJZ Add ition ,
an addition to the City of Arlington as recorded in Volume 388-109 , Page 30, Plat Records,
Tarrant County, Texas from which a 1" iron rod found for the Northwest corner of said Lot 2R , the
Northeast corner of said Lot 1-R-A, and being in the South line of the Union Pacific Ra ilroad
Company right-of-way bears North 00 degrees , 14 minutes , 05 seconds West, 123.5 1 feet;
Thence : North 79 degrees , 51 minutes , 50 seconds East, 396 .99 feet ;
Thence: South 00 degrees , 22 minutes , 13 seconds East, 20.29 feet ;
Thence : North 79 degrees , 51 minutes , 50 seconds West, 397 .03 feet to t he West line of sa id Lot
2R and the East li ne of said Lot 1-R-A;
Thence : with the West line of said Lot 2R and the East line of said Lot 1-R-A, North 00 degrees ,
14 minutes , 15 seconds East, 20 .30 feet to the place of beg inn ing and containing 7,928 square
feet of land , more or less.
Upon construction of the sanitary sewer line within the ad j acent 25 foot permanent san itary sewer
easement and its acceptance by the City of Fort Worth, t he he rein descri bed temporary
construct ion easement shall become null and vo id .
Note: Survey on the ground
Note: Bearing Basis -
N ote: In ac cordance with the Texas B oard of Professional Land Surveying, General Rules of Pro cedure and
Pra ctic es , 663.19(9), this "rep ort" consists of the Rea l Pro p erty Description included herein, and Map of
Survey attached here with .
Note : In accord ance with th e Texas Board of Professional Land Su rveying, General Rules of Procedures and Practices,
663 .19(7), "The cited instruments are not necessarily the current owners of the subject property, but are the documents
containing the descriptions of the boundaries as surveyed."
S S M-244 B:T C E-1
Lot 2R, Block 1, Orion Park Section 1
C FW/DO E #5405
AN A Proj. # 030570
1000 W . Green Oaks Blvd.
Arlington, TX
Page 1 of 1
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5140 W Pi o:ieer-Pkwy, Ar I 1 ngton
Univision Rodio Broadcasting
7700 Cor-pen 'ter Fwy
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11 I Doi loa Tx 75 247
LO T 1 -R-A
KF JZ ADD IT ION
VOLUME 388-109 , P.30
P .R .T.C.T.
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----- -- -- ---Tcr' -u,TLl TY--A 1,CNT--------H-""
I I l __________ --------', --\----1
~--m· """" "'""''\\ \ '
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1 App a, ent Own e , _ _ _ _ _ , __ .i.
-----------li6o_o_w G,een-6ai<.s li i'vci .-A,I ington ', -"n\
Ar r ington I SD \
0
~~\
1203 w Pioneer-Pkwy \:o ~L,,I \
Ar I i ngton Tx 76013 1~to_1
VOL. 1 35 4 1 , PG . 4 1 8 \i-; ..,\.
D.R . T. C. T. \·_;~~I .
\' 6' _:;,,
LOT 2R , BLOCK 1 1 "'· 1
OR I ON PARK SECT I ON ONE \ CS) \i.0
CABINET A , SLIDE 4733 \ 1 '
P.R.T.C.T. \
20' TEMPORARY CONSTRUCTION \
SANITARY SEWER \
EAS EM ENT TCSS-1 1
._1_._9_2_a_:~~-~~~ -~~=---_ --_ --'~---~ ~~r-------_ ---
50 ' MAGNOLIA PJPLINE ESM 'T . \ \ >~1
VOL . 2598, PG. 298 1 1 ,~,
O.R.T.C.T. \ \ '~\
~-:_-:_-:_-:_-:_-:_-:_-:_\~~-=-~~-:_B~~~-=-E~~~~-:_-:_-:_-:_~-:_-:_-:_\ ~~------------------\!:\ -----
VOL. 3938, P.638 \ \
1
· 1
O.R.T.C.T, \ \2 0.29'
1
~.-\\ tfl
, so · 22·13"'
1
"'
No tes:
Sur v e y ed on t he ground J UL Y . 2006
Basis of Bear ings : Bearings ore based on true north d e r iv ed
from GPS obser v a t ions rela t ive to NAO 83 . Texas North
Cent ral Zone
ln accordance with the Texas Boord of Professional Land
Surveying, Gene r al Rules of Procedure and Practices,
663 .19 (9 ). this "repo r t " consists of the Reel Property
Desc rip ti on included herein, and a Mop of Survey attached
her ewith.
In ac c o rda nc e with t he Texas Bo ord of Pr of essional Land
Survey ing, Ge ner al Rules of Proc edures and Pr a c t ic es,
6 6 3.19(7), "Th e cited ins tr umen ts o re no t necessarily t he
curr ent o wne rs of t he sub j ect pr o per ty, b ut o r e t he
d ocuments cont ainin g t he descr ip t io ns o f t he boundar ies as
s u r v e y e d."
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EXHIBIT A
SHOWING A 20 FOOT
TEMPORARY CONSTRUCTION
SANITARY SEWER EASEMENT
SITUATED IN LOT 2R, BLOC K
ORION PARK SECT ION ONE
TAR RA NT COUN TY, TE XAS
TEMP ORAR Y CO NST RUC TI ON
SANITARY SEWER TC SSE -1
DOE NO. 540 5
DRAWN BY : ED
DAT E : 07 -27 -06
DGN . NO . :Q57 D244TCSS E 1 .DGN
APPROV ED BY : SKW
5 7 40 PIO NEER PK WY,
AR LINGTON , TEXAS
LOT 2R. BL OCK 1
ORIO N P AR K SE CTION ONE
SH T . NO .
~-CONSUJL T ANTS9 lL.lL.C.
Engineering, P l anning, and Surveying
1701 RIVER RUN /SI.IIE 610 i f OR T WOR TH. TX.76 10 7 /1 8171335·9900/ f AX cl 8171335·9955
«M -244B»
Parcel # SSE-2
Doe# «5405»
5740 W. PIONEER PKWY,
ARLINGTON, TEXAS
LOT 1-R-A,KFJZ ADDITION
ST ATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
PERMANENT SEWER LINE EASEMEN T
DATE: 08 -07 -2006
GRANTOR: UNIVISION RADIO BROADCASTI NG.
GRANTOR'S MAILING ADDRESS (inclu ding County):
7700 CARPENTER FWY
DALLAS , DALLAS COUNTY, TE X AS 75247
GRANTEE : CITY OF FORT WORTH
GRANTE E 'S MAILING ADDRESS (including County):
1000 THROCKMORTON ST.
FORT WORTH, TARRANT COUNTY, TX 76102
CON SIDERATION: One Dollar ($1 .00) and other good and valu able cons ideration , the rece ipt
and sufficiency of which is hereby acknowledged.
PROPERTY: Legal Description of Pro perty
5740 W. PIONEER PKWY,
ARLINGTON, TEXAS
LOT 1-R-A,KFJZ ADDITION
(See attached Exhibits "A" and "B")
Grantor, for the cons ideration paid to Grantor and other good and valuable consideratio n ,
hereby grants, sells , and con veys to Grantee , its successors and assigns , an ex clusi ve ,
perpetual easement for the construction, operation , maintenance, replacement , upg rade, and
repai r of a Pe rm a ne nt Sew e r Line Facility , hereafter referred to as "Facili ty". The Facility
incl udes all incidental underground and aboveground attachments , equipment and
appurte nances , including , but not limi ted to manholes , manhole vents, latera l line connections ,
pipelines , junction bo xes in , upon , under and across a portion of the Property and more ful ly
described in Ex hibit "A" attached hereto and incorporated herein for all pertinent purposes ,
together with t he ri gh t and privil eg e at an y and all ti mes to enter Property, or an y part there of,
for the purpose of con structi ng , operating , mainta ining, re pl acing , upgrading , an d rep airin g sa id
Facility.
Permanent Sewer Line Easeme nt
RP /CG 07/04
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or building, includ ing , but not limited to,
monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property. Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense , including the restoration of any sidewalks,
driveways , or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed, relocated , altered, damaged , or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided , however , that Grantee shall not
be obligated to restore or replace irrigation systems or other improvements installed in violation
of the provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described easement , together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee's successors
and assigns forever; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defe nd all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claiming or to claim the same , or any part
the reof.
When the context requires, singular nouns and pronouns include the plural.
GRANTOR:
FOR:UNIVISION RADIO BROADCASTING.
GRANTEE: City of Fort Worth
Marc Ott , Assistant City Manager
G:\SURVEY\job\030570\EASEME NTS\030570S SE2DED .doc
Permanent Sewer Line Easement
RP/CG07/04
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas ,
on this day personally appeared , known to me to be the
same person whose name is subscribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he/she executed
the same as the act of said for the purposes
and conside ra tion therein expressed and in the capacity therein stated .
GIV EN UNDER MY HAND AND SEAL OF O FF IC E this _______ day of
___________ ,20_.
Notary Public in and for the State of Te xas
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME , the undersigned authority, a Notary Public in and for the State of Texas ,
on this day personally appeared , known to me to be the
same person whose name is subscribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he /she executed
the same as the act of said for the purposes
and consideration therein e xp ressed and in the capacity therein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of
___________ ,20_.
Permanent Sewer Line Easement
RP/CG 07104
Notary Public in and for the State of Te xa s
Real Property Description
of a
25 Foot Permanent
Sanitary Sewer Easement
out of
Lot 1-R-A
KFJZ Addition
Being a parcel of land out of Lot 1-R-A, KFJZ Addition , an addit ion to the Cit y of Arl ington , Tex as
as reco rded in Volume 388-109 , Page 30 , Plat Records , Tarra nt Count y, Tex as and as conve yed
to Univision Radio Broadcasting by deed recorded in Instrument Numbe r D204310252 , Deed
Records , Tarrant County , Tex as for the pu rpose of constructing , ope rating , and mainta ining a
sanitary sewer system and its appurtenances and being more particu larly described as follows :
Beginning at a point in the East line of sa id Lot 1-R-A and the West line of Lot 2R, Block 1, Orion
Park Section One , an addition to the City of Arlington as recorded in Cabinet A , Slide 4733, said
Plat Records , and from which a 1" iron rod found for the Northeast corner of said Lot 1-R-A, and
the Northwest corner of said Lot 2R, and being in the South line of the Union Pacific Railroad
Company right-of-way , bears North 00 degrees, 14 minutes , 05 seconds West, 98.13 feet ;
Thence: w ith the East line of said Lot 1-R-A and the West line of said Lot 2R, South 00 deg rees ,
14 minutes , 05 seconds East , 25.38 feet;
Thence : North 79 degrees, 51 minutes, 50 seconds East , 732.69 feet;
Thence : North 71 degrees , 23 minutes, 30 seconds West, 3.37 feet to the West line of said
Lot 1-R-A and the East line of Lot 1-R-B, said KFJZ Addition ;
Thence : w ith the West line of said Lot 1-R-A and the East line of said Lot 1-R-B , North
10 degrees , 11 m inutes , 35 seconds West, 28 .53 feet;
Thence : South 71 degrees , 23 minutes , 30 seconds East, 10 .71 feet ;
Thence : South 79 degrees, 51 minutes , 50 seconds West, 730 .65 f eet to the place of beginning
and con t aining 18,4 69 square feet of land , more or less.
Note : Surveyed on the ground
Note: Be ari ng Basis -
Note: In accordance with th e Texas B oard of Profess ional Lan d S urv eyin g, General Rules of Procedure and Practices, 663 .19(9), th is
"report" consists of the Real Prop erty De scription includ ed h erein, and Map of Survey attached herewith.
No te : In accordan ce with the Texas Boar d of Professional Land Survey in g, General Rules of Procedures and Practices, 663.19(7),
"The cited instruments are not necessarily the current owners of the subject property, but are th e documents containing the
description s of the boundaries as surveyed.
SS M-244B:SS E-2
C FW/DOE #5405
ANA Proj. #030570
5740 W. Pioneer Pkwy .
Arlington, TX
Lot 1-R-A. KFJZ Add .
Page 1 of 1
LOT 1-R -B 1
KFJZ ADDITION I
VOLUME 388 -109 , P. 30!
P.R.T.C,T. >-1
l.u 1>--ii:::;i ,~;;
~"?I~;; ~Sl IV)~
~,_I~~
!~i~::
-:.1--I ·V"i
;~1:;jSI
I II
II
II
\I
II
\\
II
II
II
II
II
LINE BEARING DISTANCE II
L-1
L-2
L 3
L-4
L-5
L 6
so· 14' s "E 25.38'
s19·s1 'so"w 732.69'
N71°23'30"W 3.37 '
N10°11 '35"W 28.53'
S7i'23'30"E 1 o . 71'
N79• 51 '50"E 730. 65 '
ApparenT Owner
5740 w Pioneer Pkwy , A,1 in9ton
Univision Rad i o Broadcasting
7700 Corpente, Fwy
Ool los Tx 75247
Instrument : 02043 10252
LOT 1-R-A
II
II
II
II
II
II
II
II
II
II
II
II
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II
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II
KFJZ ADDITION
VOLUME 388-109 , P.30
P .R.T.C.T.
II
II
II
II
II
II
II
II
II
II
II
II
25' SANITARY SEWER \\
EASEMENT SS -2 , 1
18,469 so .FT. +1-
II
II
II
II
II
II
-" II
ON II ro ,
c:,• • I
~~~~\
-td°'::E II I
• • \\ I ~"'Qt;. II I
Notes= ~· .... >. \\ \ ~~ \\ \ Surveyed on the ground JULY, 2006 u·
Basis of Bearings: Bearings are based on true north derived \\ \
from GPS observations relative to NAO 83, Texas North \~ \
Central Zone 11 1
In accordance with the Texas Boord of Professional land \\ \
Surveying, General Rules of Procedure and Practices , \\ \
663.19(9), this ''report" consists of the Re olPrope rty 11 1
Description included herein, and a Mop of Survey attached \ \ \
herewith. 11 1
In accordance wi th th e T e xe s Boor d of Pr of e ssional Land \ \ \
Surveying, General Rules of Procedures and Practic es, \\ \
663.19(7), "The cited instruments are not necessarily the 11 ,
current owners of the subject property, but or e the \\ \
documents containing the descriptions of the boundaries as \ \ \
surveyed ." I 1 \ 1
-------------< -'f CJ' -LfT TL 1 TY-AS M NI-------, i--,
. ____________ 2~' ~R_:' :N_:'~E-"._N~ _u~ I_L ~ T_Y _ E_:>:_E~:_N~ _ \ i!Ql
LOT 2R, BLOCK 1 i7'°;;,"\
OR I ON PARK SECT i ON ONE \:~'6_,
CABINET A, SLIDE 4733 1~· ~
P .R .T.C.T. \·_;:'<£1\
\· --\ ~:'i
---------------------~--. EXHIBIT A SHOWING A 25 FOOT
SANITARY SEWER EASEMENT
SITUATED IN LOT 1 -R-A,
KFJZ ADDI-T I ON
TAR RA NT COUNTY, TEXAS
Si?
1 " 1 00'
SANITARY SEWER
DOE NO. 5405
5740 W. PIONEER
ARLINGTON, TEXAS
LOT 1·R-A
KF JZ ADDITION
SSE-2
PKWY ,
DRAWN BY: ED SHT . NO .
DATE : 07-27-06 ~-CONSULT ANT§9 L.L.C.
E ngineering, Planning, and Surveying OGN . NO .: 030570244SSE1 .OGN
APPROVED SY : SKW 1701 RIVER ROO /StlTE 610 /fORT WORTH. TX. 76107 /18171335·9900/ f AXc(8171335·9955
«M-244B»
Parcel # TCSSE-2
Doe# «5405»
5740 W . PIONEER PKWY,
ARLINGTON, TEXAS
LOT 1-R-A,KFJZ ADDITION
ST ATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
TEMPORARY SEWER LINE EASEMENT
DATE : 08 -07-2006
GRAN T OR : U N IV ISIO N RA DIO BROADCA STING.
G RA NTOR'S MAILI NG ADDRESS (i nc ludin g County):
7700 CARPENTER FWY
DA LLA S , DALLAS COUNTY , TEX AS 7524 7
G RAN TEE : CITY OF FORT WORTH
GRANTEE 'S MA ILI NG ADDRESS (incl udi ng Co un ty):
1000 THROC K MORTON ST.
FORT WORTH, T ARRANT COUN TY, TX 76 102
CON SIDERA T ION : One Dolla r ($1.00 ) a nd o the r g ood and valuable consideration , t he rec e ip t
a nd s uffi cie ncy of w hi c h is hereby ack nowledged.
PRO PE RT Y: Leg al Descriptio n of Prop erty
574 0 W . PIO N EER PKWY,
A R LI NGTON , TEXAS
LOT 1-R-A,KFJZ ADDI T IO N
(See attac hed Exhibits "A" and "B")
G ra ntor, for t he consideration pai d to G ran tor and other good and v aluable consideratio n ,
he reb y grants , sells , and conveys to Grantee , its s uccess ors and ass igns , an exclusi ve ,
pe rp etual easement for the construction , operation , m ainten a nce , replacement , upgrade , and
re pa ir of a Permanent Sewer Line Facility , hereafter referred to as "Facil ity". The Fa c ili ty
inclu des a ll incidenta l underground and aboveground attachments , equipme nt an d
a pp urtena nces , includ ing , bu t not lim ite d to manholes , ma nhole ve nts , la teral line co nnect io ns ,
pipe lin es , junct ion bo xes in , upon , und e r and across a portion of the Property and m ore f ully
des cribed in Exhibit "A" attached hereto an d in corporated herein fo r a ll pert ine nt p urpose s ,
together with t he right and p ri v ilege at a ny a nd all t imes to enter Property, o r an y part the reof,
for t he purpose of constru ct ing , operating , m ai ntainin g , re placing , upg radi ng , and repairing said
Facili ty .
Permane nt Sewer Li ne Easement
RP/CG 07/04
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II ) erect or permit to be erected within
the easement property a permanent structure or building , including, but not limited to,
monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. Howeve r , Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property . Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense , including the restoration of any sidewalks ,
driveways, or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed , relocated , altered , damaged , or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not
be obligated to restore or replace irrigation systems or other improvements installed in violation
of the prov isi ons and intended use of this Easement.
TO HAVE AND TO HOLD the above-described easement, together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee 's successors
and assigns forever ; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claiming or to claim the same , or any part
thereof.
When the context requires , singular nouns and pronouns include the plural.
GRANTOR:
FOR:UNIVISION RADIO BROADCASTING.
GRANTEE: City of Fort Worth
Ma rc Ott, Assistant City Manager
G:\SURVEY\job\030570\EASEMENTS\030570SSE2DED .doc
Permanent Sewer Line Easemen t
RP/CG 07/04
Real Prope rty Description
Ofa
20 Foot Temporary
Construction Easement
Out of
Lot 1-R-A
KFJZ Addition
Being a parcel of land out of Lot 1-R-A, KFJZ Add it ion , an addition to th e Ci ty of A r lington as
recorded in Volume 388-109 , Page 30 , Pla t Records , Tarrant County, Te xas as conveyed to
Un ivis ion Rad io Broadcasting by deed recorded in Instrument Number 0 204310 2 52 , Deed
Records, Ta r rant County , Te xas for the purpose of constru cting a san itar y sewer system and its
appurtenances and being more particularly described as follows :
Beginning at a point in the East line of sa id Lot 1-R-A and the West line of Lo t 2R , Block 1, Orion
Park Section One , an addition to the City of Arlington as recorded in Cabinet A , Slide 4 733, said
Plat Records and from which a 1" iron rod found for the Northeast corner of said Lot 1-R-A, the
Northwest corner of said Lot 2R and being in the South line of the Un ion Pacific Railroad
Company right-of-way bears South 00 degrees , 14 m inutes , 05 seconds East, 123 .51 feet ;
Thence : South 00 degrees , 14 minutes, 05 seconds East , 20 .30 feet;
Thence : South 79 degrees, 51 minutes, 50 seconds West, 732 .13 fee t to the West line of sa id Lot
1-R-A and the East line of Lot 1-R-B , said KFJZ Addition;
Thence : with the West line of said Lot 1-R-A and the East line of said Lot 1-R-B, North 10
degrees, 11 minutes , 35 seconds West, 21 .62 feet ;
Thence : South 71 degrees , 23 minutes , 30 seconds East , 3 .37 feet;
Thence : North 79 degrees , 51 m inu tes , 50 seconds East, 732.69 feet to t he place of beg inning
and containing 18,469 square feet of land, more or less .
Upon construction of the sanitary sewer line within the adjacen t 25 foot permanent san itary sewer
easement and its accept ance by the Ci ty of Fort Worth , the here in described tempo r ary
construction easement shall become null and void .
Note : Survey on the ground
Not e: Beari ng Basis -
N ote: In accordance with the T exa s B o ard of Profes sional Land Surveyin g, General R ules o f P rocedure and
P ractices, 663.19(9), this "r eport" consists of th e Real P roperty Description included herein, and Map of
Survey attached h erewith.
Note: In accordance with th e Texas Board of Professional Land Surveying, General Rules of Procedures and Practices ,
663.19(7), "Th e cited instr um ents are not necessarily the current owners of the subject property, but are the documents
containing the descriptions of the boundaries as surveyed."
SS M-244 B :TCE-2
20 ' Temporary Con struction Easement
Lot 1-R-A , KFJZ Add.
CFW/DO E #5405
ANA Proj . # 030570
5740 W. Pioneer Pkwy.
Arlington , T X
Page 1 of 1
LDT 1-R-B 1
KFJZ ADDITION I
VOLU ME 388-109, P. 30!
P .R.T .C .T, 1
Gj 1,..._
t~i~~ "'c:5 ! Lr)~
~""Ii::;>-
~..._ I ~\t e;~l ,d:
""'>I-I a;V)
1-:~ I a:~
::,;<,: I
LINE BEARING DISTANCE
L-1
L-2
L-3
L-4
L -5
so 0 14' 5"E 20 .30'
S79°51'50"W 732 . 13 '
N 1 0° 11 '3 5 "W 21. 62'
S71°23'30"E 3.37'
N79° 51 '50"E 732 .69'
Apparent Owne r
5740 w p;oneer Pkwy, Ari ;ngton
Univision Radio Broadcasting
7700 Carpente r Fwy
Dal las Tx 75247
Instrument : 0204310252
LOT 1 -R-A
KFJZ ADDITION
VOLUME 3 88-10 9 , P .30
P .R .T .C .T .
20' TEMPORARY CONSRUCTION
SANITARY SEWER
EASEMENT TCSS-2
14,680 SO .FT. +/-
" I $1~ I I
• -I I :1~~\
"-1':'£ \ \
~-:0~ \ \
Notes: :-'~.; \ \
Surveyed on the gr ound JULY , 2006 zii · 1 1
Basis of Bearings: Bearings ore based on true north derived \ \
from GPS observations relativ e to NAO 83, T exas Nor th \ \
Central Zone 1 1
In accordance with the Texas Board of Professional Land \ 1
Surveying, General Rules of Procedure a nd Practices, \
663.19(9), this "report " consists of the Real Property 1
Description incl uded herein, and a Map of Survey attache d \
herewith . 1
In accordance with the Texas Boord of Professional Land \
Surveying , General Rules of Procedures and Practices, \
~~(r·;~~7~~~:~: ~~t~ie int~~j~~n;~oi:;t;,o~u~e~;es\~~ly th e \
documents containing the descriptions of the boundaries as \ \
surveyed." , 1
--------------1 -TO"" -u,TLl TY-AS M rr-------, ---\
20' jDRA!NAGE AND UT!L !TY EASEMENT_\ ~\;\
-------------,-------------------~r~\ I LOT 2R , BLO CK 1 \':';::_".'.,,
DRAWN B Y : ED
1 ORION PAR K SECTION ON E \:~o'.,
I CABINET A , SLIDE 4733 ,;.; "'\
P.R.T.C.T . \~-:1f~1
\ ~:-4 \
EXHIBIT A \ '-
SHOWING A 20 FOOT
TEMPORARY CONSTRUCTION
SA NIT AR Y SEWER EASEMENT
S I TUATED IN LOT 1 -R-A,
KFJZ ADDITION
TAR RANT CO UN TY, TEXAS
1 11 1 00 I
,_\_ ------
•101.B
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SANITARY SEWER TCSSE-2
DOE NO. 5405
5740 W. PIONEER PKWY,
ARLINGTON.TEXAS
LOT 1-R -A
KF JZ ADDITION
SHT. NO.
OATE: 07 -27-06
DGN . NO.: 030570244SSE1 .DGN
~-CON§Ul, TANT§, l,.lL.Co
Engineering, P la.nning, a.nd Surveying
APPROVED BY : SK W 170! RIVER RUN /SllTE 6IO ifORT WORTH, TX.76107 /18171ll5·9900/ f1J1,181713l5·995S
«M-244B»
Parcel # SSE-3
Doe# «5405»
5700 W. PIONEER PKWY,
ARLINGTON, TEXAS
LOT 1-R-B,KFJZ ADDITION
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
PERMANENT SEWER LINE EASEMENT
DATE : 08 -07-2006
GRANTOR: UNIVISION RADIO BROADCASTING.
GRANTOR'S MAILING ADDRESS (inclu ding County):
7700 CARPENTER FWY
DALLAS , DALLAS COUNTY, TEXAS 75247
GRANTEE: CITY OF FORT WORTH
GRANTEE 'S MA ILING ADDRESS (includ ing County):
1000 THROCKMORTON ST.
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration , the receipt
and sufficiency of which is hereby acknowledged .
PROPERTY: Legal Description of Property
5740 W. PIONEER PKWY,
ARLINGTON, TEXAS
LOT 1-R-B, KFJZ ADDITION
(See attached Exhi b its "A" and "B")
Grantor, for the consideration paid to Grantor and other good and valuable consideration,
hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive ,
perpetual easement for the construction, operation , maintenance , replacement , upgrade , and
repair of a Permanent Sewer Line Facility , hereafter referred to as "Facility". The Fa cility
includes all incidental unde rground and aboveground attachments , equipment and
appurtenances, including , but not limited to manholes, manhole vents, lateral line connections ,
pipelines, junction boxes in , upon, under and across a portion of the Property and more fully
described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes ,
together with the right and privilege at any and all ti mes to en ter Property, or any part thereof,
for the purpose of constructing , operating, maintaining , replacing , upgrading , and repairing said
Facility.
Permanent Sewer Line Easement
RP/CG 07/04
In no even t shall Grantor (I) use the Prope rty in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II ) erect or permit to be erected within
the easement property a permanent structure or building , including , but not limited to ,
monument sign, pole sign , billboard, brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property. Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense , including the restoration of any sidewalks ,
driveways, or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed, relocated, altered, damaged, or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not
be obl igated to restore or replace irrigation systems or other improvements installed in violat ion
of t he provisions and intended use of this Easeme nt.
TO HAVE AND TO HOLD the above-described easement, together with all and singular the
rights and appurtenances thereto in anyway belonging unto Gran tee, and Grantee's successors
and assigns forever; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claiming or to c laim the same , or any part
thereof.
W hen the context requires, singular nouns and pronouns include the plural.
GRANTOR:
FOR:UNIVISION RADIO BROADCASTING.
GRANTEE : City of Fort Worth
Marc Ott, Assistant City Manager
G:\SURVE Y\job\030570\EASEMENTS\030570SSE2DED .doc
Permanent Sewer Line Ea sement
RP/CG07/0•
Real Property Description
of a
25 Foot Permanent
Sanitary Sewer Easement
out of
Lot 1-R-B
KFJZ Addition
Being a parcel of land out of Lot 1-R-B , KFJZ Addition , an addition to the Ci ty of Arlington as
recorded in Vo lume 388-109, Page 30 , Plat Records , Tarrant Coun ty , Te x as and as convey ed t o
Univision Radio Broadcasting by deed reco rded in Inst rumen t Num ber 02 043 10252 , Deed
Records , Tarrant County, Tex as for the purp ose of construct ing , ma intainin g and operating a
san itary sewer system and its appurtenances and being more particularl y described as follows :
Beg inning at a poin t in the East line of said Lot 1-R-B and the West line of Lot 1-R-A, sa id KF JZ
Addition and from which a 1" iron rod found for the Northeast corner of said Lot 1-R-A, the
Northeast corner of Lot 2R, Block 1, Orion Park Section One , an addition to the C ity of Arling t on
as recorded in Cabinet A, Slide 4 733 , said Plat Records and being in the South line of the Union
Pacific Railroad Company right-of-way bears North 10 degrees , 11 minutes , 35 seconds East,
90 .77feet and North 79 degrees , 48 minutes , 25 seconds East , 757.00 feet ;
Thence : with the East line of said Lot 1-R-B and the West line of said Lot 1-R-A ,
South 10 degrees, 11 minutes, 35 seconds East, 28 .53 feet ;
Thence : North 71 degrees , 23 minutes , 30 seconds West, 36.47 feet ;
Thence: North 48 degrees , 17 minutes , 15 seconds East, 28 . 77 feet ;
Thence : South 71 degrees, 23 minutes , 30 seconds East , 8.47 feet to the p lace of beginning and
containing 558 square feet of land, more or less .
Surveyed on th e ground
Bearing Basis -
Note: In ac cord ance with the Te xas B oard of Professional Land Surveyin g, General Rul es of Procedu re and Practi ces, 663 .19(9), thi s
"report" consists of the Real Prop erty Description incl ude d herei n , an d Map of Survey attach ed h erewi th .
Note: In accordance with the Tex as Board of Professional Lan d Surveyi ng, General R ules of Proced ures and Practic es , 66 3 .19(7),
"The cite d instruments are not necessarily the c urrent owners of the s ubj ect property, b ut are the documents containi ng the
descrip tions of the b oundarie s as s urveyed ."
SS M-244B:SSE-3
CFW/DO E #54 05
A NA Proj . #0 30570
5700 W. Pi oneer Pkwy.
A rlington , TX
Lot 1-R-B, K FJZ A dd .
Page 1 of 1
Si?
1 " 1 00'
LINE BEARING DISTANCE
L-1 S 1 o• 11 '35 "E 28.53'
L-2 N71"23'30"W 36 .47'
L-3 N48"17'15"E 28 -77'
L -4 571"23'3D"E 8.47'
I
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r."~I"'\ ~"'Ot,
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5701 W P ioneer Pkwy. Arlinoton
Boswel t , V W Est
5843 Merryrrount Rd
Fort Worth Tx 76 107
5700 W Pioneer Pkwy , Ari inoton
Univis ion Radio Broodcostino
7700 Cor-penter Fwy
LOT 1-R-A
KFJZ ADDI T ION
VOLUME 388-109 , P .3 0
P .R .T .C .T.
57~0 W Pioneer Pkwy, Arl inoton
Univision Rod; o Broadcast i no
7700 Carpenter Fwy
Ool los Tx 75247
! nstrument : 0204310252
Notes:
Doi las Tx 75247
lnstrument : 020010252
LOT 1-R -B
KFJZ ADDITION
VOLUME 388-109, P .30
P.R .T .C.T.
25' SANITARY SEWER
EASEMENT 55-2
558 SO .FT.+/-
Surveyed on the ground JULY, 2006
Basis of Bearings: Bearings ore based on true north derived
from GPS obser vations relative to NAO 83, Texas North
Central Zone
In accordance with the Te xas Boord of Professional Land
Surveying, Ge neral Rules of Procedure and Practices,
663.19(9), this "repor t" consists of the Real Property
Descr iption included here in , and a Mop of Survey attached
herewith.
In accordance with the Texas Board of Professional Land
Surveying, General Rules of Procedures and Practices,
663.19(7), "The cited instruments are not ne cessarily the
current owners of the subject property, but ore the
documents con taining the descriptions of the boundaries as
surveyed."
DRAWN BY: ED
EXHIBI T A
SHOWING A 25 FOOT
SANITARY SEWE R EASEM ENT
SITUATED IN LOT 1 -R-B,
KFJZ ADDITION
TARRANT COU NTY, TEXAS
~~~~
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SANITARY SEWER SSE-3
DOE NO. 5405
5700 W. PIONEER PKWY,
ARLINGTON, TEXAS
~~jz 1
~i-iTION
SHT . NO.
DATE: 07 -27-06
DGN. NO.: 030570244SS E 1 .OGN
~-CONSUJL T ANTS9 lL.lL.C.
Engi neering, Pl anning, and Surveying
1701RIVER RlJI /SllTE 610 /FORT WORTH, TX.76107 /18171335·9900/ fAX,(817\335·9955 APPROVED BY : SKW
«M-244B»
Parcel # TCSSE-3
Doe# «5405»
5700 W . PIONEER PKWY,
ARLINGTON, TEXAS
LOT 1-R-B,KFJZ ADDITION
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
TEMPORARY SEWER LINE EASEMENT
DATE: 08-07-2006
GRANTOR: UNIVISION RADIO BR OADCASTING.
GRANTOR'S MAILING ADDRESS (including Co un ty):
7700 CARPENTER FW Y
DALLAS , DA LLAS COUNTY, TEXAS 75247
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MA ILI NG AD DRESS (i ncluding County):
1000 THROCKMORTON ST.
FORT WORTH , TARRANT COUNTY, TX 76102
CONSIDERATION: One Do llar ($1.00 ) and other good and valuable consideration, the receipt
and sufficie ncy of which is hereby acknowledged .
PROPERTY: Legal Description of Prope rty
5740 W. PIONEER PKWY,
ARLINGTON , TEXAS
LOT 1-R-B, KFJ Z ADDITION
(See attached Exhibits "A" and "B")
Granter, for the consideration paid to Granter and other good and valuable consideration ,
hereby grants , sells , and conveys to Grantee, its successors and assigns, an exclusive,
perpetual easement for the construction, operation , maintenance , replacement, upgrade , and
repair of a Permanent Sewe r Line Facility, hereafter referred to as "Facility". The Fa cility
incl udes all incidental underground and aboveground attachments , equipment and
appurtenances , including , but not limited to manholes , manhole vents, lateral line connections ,
pipelines , junction bo xe s in, upon, under and across a portion of the Property and more fully
described in Exhibit "A " attached hereto and incorporated herein for all pertinent purposes ,
together with the ri gh t and privilege at any and all times to enter Property , or any part thereof,
for the purpose of constructing , operating, maintaining , replacing , upgrading, and repairing sa id
Facility.
Permanent Sewer Une Easement
RP/CG 0 7/04
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or building , including, but not limited to ,
monument sign, pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property . Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense , including the restoration of any sidewalks ,
driveways , or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed, relocated , altered , damaged , or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided, however, that Grantee shal l not
be obligated to restore or replace irrigation systems or other improvements installed in violation
of the provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described easement , together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee's successors
and assigns forever ; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claiming or to claim the same, or any part
thereof.
When the conte xt requires , singular nouns and pronouns include the plural.
GRANTOR:
FOR:UNIVJSION RADIO BROADCASTING .
GRANTEE : City of Fort Worth
Marc Ott , Assistant City Manager
G :\SURVE Y\job\03057 0\EASEMENTS\030570SSE2DED.doc
Permanent Sew er Line Ease ment
RP/CG 07/04
Real Property Description
Ofa
20 Foot Temporary
Construction Easement
Out of
Lot 1-R-B
KFJZ Addition
Being a pa rcel of land out of Lot 1-R-B , KFJZ Addition , an add it ion to the C ity of Arlin gton as
recorded in Volume 388-109 , Page 30 , Plat Records , Tarrant Count y, Te xas as conveyed to
Univision Radio Broadcasting by deed recorded in Instrument Number D20 4310252 , Deed
Records , Tarrant Coun ty , Te x as for the purpose of constructing a sanitary s ew er syst em a nd it s
appurtenances and being more particularly described as follows :
Beginning at po int in the Eas t line of said Lot 1-R-B and the West line of Lo t 1-R-A, sa id K FJZ
Addition and from wh ich a 1" iron rod found for the Northeast corner of said Lot 1-R-A, the
Northwest corner of Lot 2R, Block 1, Orion Park Addition, an Addition to the City of Arlington as
recorded in Cabinet A, S li de 4733 , said Plat Records and being in the South li ne of the Un ion
Pacific Railroad Company right-of-way bears North 10 degrees, 11 m inutes , 35 seconds West ,
119 .30 feet and North 79 degrees , 48 minutes , 25 seconds East, 757.00 feet;
Thence : with the East line of sa id Lot 1-R-B and the West li ne of said Lot 1-R-A, South 10
degrees, 11 minutes , 35 seconds East , 28 .35 feet ;
Thence : North 71 degrees, 23 minutes, 30 seconds West, 36.47 feet to the Northwesterly line of
sa id Lot 1-R-B and the Southeasterly line of a x,xxx acre tract of land as conveyed to the V.W .
Boswell Estate by deed recorded in Volume xxxx , Page xxx , said Deed Records;
Thence : w ith the Northwesterly li ne of said Lot 1-R-B and the Southeasterly line of said V .W .
Boswell tract , North 48 degrees , 17 minutes , 15 seconds East, 28 . 77 feet;
Thence : South 71 degrees , 23 minutes , 30 seconds East , 8.47 f eet t o the place of beginning and
containing xxx square feet of land more or less.
Upon construction of the sanitary sewer line within the adjacent 25 foot permanent s anitary sewer
easement and its acceptance by the City of Fort Worth, the herein described temporary
construction easement shall become null and void.
Note: Su rvey o n the g roun d
Note: Beari ng Basis -
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedure and
Practices, 663 .19(9), this "report" consists of the Real Property Description included herein, and Map of
Survey attached herewith.
Note: In accordance with the Texas Board of Professional Land Surve ying , General Rules of Procedures and Practices,
663 .19 (7), "The cited instruments are not necessarily the current owners of the subject property, but are the documents
containing the descriptions of the boundaries as surveyed ."
SS M244B :TCE-3
Lot 1-R-B , K FJZ Add.
CFW/DO E #5405
ANA Proj. # 030570
5700 W. Pioneer Pkwy.
A rlington, T X
Page 1 of 1
1" 1 00'
Notes:
Surveyed on the ground JULY, 2006
Basis of Bearings: Bearings ore based on true north derived
from GPS observations relative to NAO 83, Texas North
Central Zone
In accordance with the Texas Boord of Professional Land
Surveying, General Ru les of Procedure and Practices,
663.19(9), this "report" consists of the Real Property
Description included herein, and a Map of Survey attached
herewith.
In accordance with the Texas Boord of Professional Land
Surveying, Gen eral Rul es of Procedures and Practices,
663. 19(7), "The cited instruments ore not necessarily the
current owners of the subject property, but ore the
documents containing the descriptions of the boundaries as
surveyed."
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-'·
LINE BEARING DISTANCE . "'"' ~"'
L-1
L-2
L-3
L-4
L-5
510° 11 '35"E 21 . G2'
579°51 'S O"W 2 , 19'
N71°23'30"W 5G .3 G'
N48° 17 ' 15"E 23,02'
571 ° 23' 30"E 3G.47'
5701 w Pioneer PKwy , Ari inoton
Boswel I, V W Est
5843 Merryrnount Rd
ForT Worth Tx 76107
5700 W Pioneer Pkwy , Ari inQton
Univision Radio Broadcasting
7700 Carpenter Fwy
Doi las Tx 75247
! nstrument : 020431 0252
V. W. BOSWELL
VOL . 1445, P.G38
D.R .T.C.T .
LDT 1 -R-B
LOT 1-R-A
KFJZ ADDITION
VOLUME 388-109 , P .30
P.R .T.C . T .
20' TEMPORARY CO UCTION
SANITARY SEWER
EASEMENT TCSS E-3
KFJZ ADDITION
VOLUME 388-109 , P.30
P.R.T.C.T.
5740 W Pioneer Pkwy, Arl inoton
Univision Rodi o Broadcast; no
7700 Cor-penter-Fwy
Dor las Tx 75247
Instrument : 0204310252
°('-oJ:J ._.._,
r-:i,·1
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EXHIBIT A
SHOWING A 20 FOOT
TEMPORARY CONSTRUCTION
SANITARY SEWER EASEMENT
SITUATED IN LOT 1 -R-B,
KFJZ ADDITION
TARRANT COUNTY, TEXAS
DRA WN BY : ED
"'"'·
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1" IRF
SANITAR Y SEWER TCSSE-3
DOE NO. 5405
5700 W. PIONEER PKW Y ,
ARLINGTON.TEXAS
LOT 1-R·B
KF JZ ADD ITION
SHT . NO .
DAT E: 0 7-27-0 G
DG N. NO.: 0 57 0 244TCSSE3. DGN
APPR OVED S Y : SKW
~o C:O~SU~ T ANTS9 LoLoC,
Engineering, Pla.nmng, a.nd. Surveying
1701 RIVER RUN /SUTE 610 /FORT WORTH. TX .76107 /18171335·9900/ fAll:18171335·9955
«M-244B»
Parcel # SSE-4
Doe# «5405»
5831 W . PIONEER PKWY,
ARLINGTON, TEXAS
ROBERT R. RAMEY SURVEY A-1341
STATE OF TEXAS
COUNTY OF TARRANT
DATE: 08 -07-2006
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
PERMANENT SEWER LINE EASEMENT
GRAN T O R: BOSWELL, V. W. EST .
GRANT O R 'S MAILING ADDRESS (i ncl uding Co un ty):
584 3 MERR Y MOUNT RD.
FORT W ORTH , TARRANT COUNTY, TEX AS 761 07
G RAN TEE : CITY OF FORT WORTH
GRANTEE 'S MAI LI NG A DDRESS (incl uding County):
1000 THROCKMORTON ST.
FORT WORTH , TARRANT COUNTY , TX 76 102
CONSIDERATIO N: One Dollar ($1.00) a nd ot her goo d and valu able consideration , the receipt
and su ffic ie ncy of whi ch is hereby ack nowledged .
PROPE RTY: Leg al Desc r ip tio n of Property
5 831 W. PIO N EE R PKWY,
ARLINGTON , T EX AS
ROBERT R. RA M EY S URV EY A-1341
(See attac hed Exhibits "A" and "B")
Grantor, for the consideration paid to Granter and other good and valuable consideration,
hereby grants , sells , and conveys to Grantee, its s uccessors and assigns , an exclusive ,
perpetual easement for the construction , operation , mainte nance, replacement, upgrade, and
repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility
includes all incidental underground and aboveground attachme nts, equipment and
appurtenances , including , but not limi ted to manholes , m an hole vents , lateral line connections,
pipelines, junction boxes in, upon , under and across a portion of the P roperty and more fully
described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes,
together with the right and privilege at any and all times to enter P roperty , or any part thereof,
for the purpose of constructing , operating, maintaining, replacing, upgrading , and repairing said
Facility.
Permane nt Sewer Line Easement
RP/CG 07/04
In no ev ent shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or building , including , but not limited to,
monument sign , pole sign , billboard, brick or masonry fences or walls or other structures that
require a building permit. However , Grantor shall be permitted to maintain any existing concrete
drivewa y or road on the Property. Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense, including the restoration of any sidewalks,
driveways, or similar surface improvements located upon or adjacent to the Easement Tract
which may have been removed, relocated , altered , damaged , or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not
be obligated to restore or replace irrigation systems or other improvements installed in vi olation
of th e provisions and intended use of this Easement.
TO HAV E AND TO HOLD the above-described easement, together with all and singular the
rig hts and appurtenances thereto in anyway belonging unto Grantee , and Grantee 's successors
and assigns forever; and Grantor does he reby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claiming or to claim the same , or any part
thereof.
When t he conte xt requires , singular nouns and pronouns include the plural.
GRANTOR:
FOR: BOSWELL , V. W. EST
GRANTEE: City of Fort Worth
Marc Ott, Assistant City Manager
G:\SURVE Y\j ob \030 570\EASEMENTS\030570SSE2DED .doc
Permanent Sewer Line Easement
RP/CG 07/04
Real Property Description
Ofa
25 Foot Permanent
Sanitary Sewer Easement
Out of
Tracts 12 and 34-B
Robert R. Ramey Survey
Abstract No. 1341
Being a parcel ofland out of those certain tracts out of the Robert R. Ramey Survey,
Abstract Number 1341 as conveyed to the V.W. Boswell Estate by deed recorded in
Volume 1445, Page 638, Deed Records, Tarrant County, Texas for the purpose of
constructing, operating, and maintaining a sanitary sewer system and its appurtenances
and being more particularly described as follows:
Beginning at a point in the West line of said V.W. Boswell Estate tracts and the East line
of a tract of land out of said Robert R. Ramey Survey as conveyed to Donald E. Williams
and wife by deed recorded in Volume 2045, Page 360 said Deed Records, said point also
being in a curve to the right, having a radius of 6,725.00 feet and, from which a 5/8" iron
rod found for the Northwest comer of said V.W. Boswell Estate tracts, the Northeast
comer of said Donald E. Williams and wife tract and being in the South line of the Union
Pacific Railroad Company right-of-way bears North 03 degrees, 08 minutes, 59 seconds
West, 7.10 feet;
Thence: with said curve to the left, through central angle of 03 degrees, 52 minutes, 03
seconds, an arc distance of 454 .00 feet (the long chord of which bears North 81 degrees ,
45 minutes , 46 seconds East, a chord distance of 453 .9 2 feet);
Thence: North 79 degrees , 49 minutes, 45 seconds East, 326.13 feet;
Thence : South 71 degrees, 23 minutes, 30 seconds East, 172 .75 feet to the Southeasterly
line of said V.W. Boswell Estate tracts and the Northwesterly line of Lot 1-R-B, KFJZ
Addition, an addition to the City of Arlington as recorded in Volume 388-109, Page 30,
Plat Records , Tarrant County, Texas;
Thence: with the Southeasterly line of said V.W. Boswell Estate tracts and the
Northwesterly line of said Lot 1-R-B, South 48 degrees, 17 minutes, 15 seconds West,
28.77 feet;
SS M-244B:SSE4
Tr. l 2/34B, R.R.Ramey Survey, A-1341
CFW /DOE #4505
ANA Proj . #030570
5701 W. Pioneer Pkwy
Arlington, TX
Page I of2
Thence: North 71 degrees, 23 minutes, 30 seconds West, 125.09 feet;
Thence: South 79 degrees, 49 minutes, 45 seconds West, 319. 71 feet to the beginning of
a curve to the right having a radius of 6,750.80 feet ;
Thence: with said curve to the right, through a central angle of 03 degrees, 52 minutes, 45
seconds, an arc distance of 457 .07 feet (the long chord of which bears South 81 degrees,
46 minutes, 07 seconds West, a chord distance of 456.98 feet) to the West line of said
V.W. Boswell Estate tracts and the East line of said Donald E. Williams and wife tract;
Thence: with the West line of said V.W. Boswell Estate tracts and the East line of said
Donald E. Williams and wife tract, North 03 degrees, 08 minutes, 59 seconds West, 25 .04
feet to the place of beginning and containing 23,522 square feet ofland, more or less.
Note : Surveyed on the ground July, 2006
Note: Bearing Basis -based on true North derived from GPS Observations relative to NAD '83 , Tex as North Central
Zone.
Note : In accordance with the Texas Board of Professional Land Surveying , General Rules of Procedure and Practices,
663 .19(9), this "report" consists of the Real Property Description included herein, and Map of Survey attached
herewith.
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedures and Practices,
663.19(7), "The cited instruments are not necessarily the current owners of the subject property, but are the documents
containing the descriptions of the boundaries as surveyed ."
SS M-244B:SSE4
Tr. 12/34B, R.R.Ramey Survey, A-1341
CFW/DOE #4505
ANA Proj. #030570
5701 W . Pioneer Pk-wy
Arlington, TX
Page 2 of2
S2
1 // 1 00' L'.·0.3° 52 '45"
R•6750 .80'
L =457 .07'
T • 228 .62' \1
L.C .·S81° 4 6 '07"W \
456.98' I\ \ I , I
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57 0 1 w Pioneer Pkwy, Ari i noton
Boswe l I, V W Est
5843 Merryrrount Ad
Fort worth Tx 76107
M T Johnson Survey
A863Tr 2A
VOL . 1445 , PG . 638 o.R .r .c.r .
, ..... :lit \
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25' SANITARY SEWER< t'~~~--+\~+'-----'r--~--t~\'.
EASEMENT SS-4 1
23 ,522 SO.FT. +/-
Notes:
Surveyed on the ground JULY, 2006
Basis of Searings: Bearings ore based on true north derived
from CPS observations relative to NAO 83, Texas North
Central Zone
In accordance with the Texas Boord of Professional Land
Surveying, General Rules of Procedure and Practices,
663.19(9), this "report" consists of the Real Property
Description included herein, and a Mop of Survey attached
herewith.
In accordance with th e T exos Board of Professional Land
Surveying, General Rules of Procedures and Practices,
663.19( 7), "The cited instruments are not necessarily the
current owners of the subject p r operty, but ore the
documents containing the descriptions of the boundar ie s o s
surveyed."
5700 w Pioneer Pkwy , Ari inoton
Univis i on Rodia Broodcostino
7700 Carpenter Fwy
LOT 1-R -A
KFJZ ADDITION
VOLUME 388 -1 09, P.30
P .R . T.C. T.
Dallas Tx 75247
Instrument: 0204310252
LDT 1 -R-B
KFJZ ADDITION
VOLUME 388-109 , P .30
P.R .T.C .T.
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L', ·0.3° 52 '0.3 "
R·6725 .80'
L·454.00'
T ·227 .09'
L.C.·N81° 45'46"E
45.3 .92'
I I ~ ~
' '~'-?~ ::.,., ,
DRAWN BY: EO
DATE : 07-27-06
{$-,, ;;:.
A /
25 FOOT
EXHIBI T
SHOWING A
SANITARY
SITUATED IN
SEWER EASEME NT
ROB ERT R. RAMEY SURV EY
ABSTRACT NO. 1 34 1
TARRANT COUNTY, TEXAS
SANITARY SEWER SSE -4
DOE NO. 5405
5831 W. PIONEER PKW Y,
ARLINGTON , TEXAS
ROBERT R. RAME Y SURVEY
ABSTRACT NO. 1341
SHT . NO.
~-CONSULT ANT§9 L.L.C. I DGN . NO.: 030570244SSE4 , OGN Engineering, Planning, and Surveying
l _._A_P_P_R_O_V_E_D __ B_Y_:_S_K_W _____________ ,1_01_RM_R_RUN __ ,s_u_T_E_6l_O_,r_oo_T _WOR-TH ___ TX_.7_6_10_)_/(_61-7l-JJ_5_·9_90_0_/_f!J_.,,s_,1_)J_J_5--99-55 ___________ _
«M-244B»
Parcel # TCSSE-4
Doe# «5405»
5831 W. PIONEER PKWY,
ARLINGTON , TEXAS
ROBERT R. RAMEY SURVEY A-1341
ST ATE OF TEXAS
COUNTY OF TARRANT
DATE: 08 -07-2006
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
TEMPORARY SEWER LINE EASEMENT
GRANTOR: BOSWELL , V. W. EST.
GRANTOR'S MAILING ADDRESS (i ncluding County):
584 3 MERRYMOUNT RD.
FORT WORTH , TARRANT COUNTY, TEXAS 76107
GRANTE E : CITY OF FORT WORTH
GRANTEE 'S MAILING ADDRESS (in cluding County):
1000 THROCKMORTON ST.
FORT WORTH , TARRANT COUNTY, TX 76102
CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration , the receipt
a nd sufficiency of which is hereby acknowledged.
PRO PERTY: Legal Desc ri ption of Property
5831 W. PION EER PKWY ,
ARLINGTON , TEXAS
ROBERT R. RAMEY SURVEY A-1341
(See attached Ex hi b it s "A " and "B")
Grantor, for th e consideration paid to Grantor and other good and valua ble consideration ,
hereby grants , seils , and conveys to Gran tee , its successors and assigns , an exclusive ,
perpetual easement for the construction , operation, m ai ntenance, replacement, upgrade, and
repair of a Permane nt Sewer Line Facility, hereafter refe rred to as "Fa cility". The Facility
includes all incidental underground and aboveground attachments , equipment and
appurtenances, including, but not limited to manholes , manhole vents , lateral line conn ectio ns,
pipelines , junction boxe s in , upon, under and across a portion of th e Property and more fully
described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes ,
together with the right and pr ivilege at any and all times to enter Property , or any part thereof,
for the purpose of constructing , operating, maintaining, replacing, upgrading, and repairing said
Fa cility.
Permanent Sewer Line Easement
RP/CG 07104
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (11 ) erect or permit to be erected within
the easement property a permanent structure or building , including , but not limited to ,
monument sign , pole sign , billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property. Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense , including the restoration of any sidewalks,
drivewa ys, or similar surface improvements located upon or adjacent to the Easement Tract
wh ich may have been removed , relocated , altered , damaged , or destroyed as a result of the
Grantee's use of the easement granted hereunder . Provided , however, that Grantee shall not
be obligated to restore or replace irrigation systems or other improvements installed in violation
of the provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described easement, together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee's successors
and assigns forever ; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns , against every person whomsoever lawfully claiming or to claim the same, or any part
thereof.
When the conte xt requires, singular nouns and pronouns include the plural.
GRANTOR:
FOR: BOSWELL, V. W. EST
GRANTEE : City of Fort Worth
Marc Ott , Assistant City Mana ger
G :\SURVEY\job\030570\EASE MENTS\030570SS E2DED .doc
Permanen t Sewer Line Easement
RP/CG 07 /04
Real Property Description
Ofa
20 Foot Temporary
Construction Easement
Out of
Tracts 12 and 34-B
Robert R. Ramey Survey
Abstract Number 1341
Being a parcel ofland out of Tracts 12 and 34-B, Robert R. Ramey Survey, Abstract
Number 1341 as conveyed to the V.W. Boswell Estate by deed recorded in Volume 1445,
Page 638, Deed Records, Tarrant County, Texas for the purpose of constructing a
sanitary sewer system and its appurtenances and being more particularly described as
follows:
Beginning at point in the West line of said V. W. Boswell Estate tract and the East line of
Tract 12-F and 34-Bl said Ramey Survey as conveyed to Donald E. Williams and wife
by deed recorded in Volume 2045, Page 360 said Deed Records and being in a curve to
the left having a radius of 6,750.80 feet; and from which a 5/8" iron rod found for the
Northwest corner of said V. W. Boswell Estate tracts, the Northeast comer of said Donald
E. Williams and wife tract and being in the South line of the Union Pacific Railroad
right-of-way bears North 03 degrees, 08 minutes, 59 seconds West, 32.14 feet;
Thence: with said curve to the left, through a central angle 03 degrees. 52 minutes, 45
seconds, an arc distance of 457 .0 7 feet (the long chord of which bears North 81 degrees,
46 minutes, 07 seconds East, 456.98 feet);
Thence: North 79 degrees, 49 minutes, 45 seconds East, 319.71 feet;
Thence: South 71 degrees, 23 minutes, 30 seconds East, 152.09 feet to the Southeasterly
line of said V.W. Boswell Estate tract and the Northwesterly line of Lot 1-R-B, KFJZ
Addition, an addition to the City of Arlington as recorded in Volume 388-109, Page 30,
Plat Records, Tarrant County, Texas;
Thence: with the Southeasterly line of said V. W. Boswell Estate tract and the
Northwesterly line of said Lot 1-R-B, South 48 degrees, 17 minutes, 15 seconds West,
23.02 feet ;
SS M244-B :TCE-4
Tract 12 & 34B
R.R. Ramey Survey, A-1341
CFW/DOE #5405
ANA Proj. # 030570
5831 W. Pioneer Pkwy
Arlington, TX
Page 1 of2
Thence: North 71 degrees, 23 minutes, 30 seconds West, 135.56 feet;
Thence: South 79 degrees, 49 minutes, 45 seconds West, 314.59 feet to the West line of
said V.W. Boswell Estate tract and the East line of said Donald E. Williams and wife
tract;
Thence: with the West line of said V. W. Boswell Estate tract and the East line of said
Donald E. Williams and wife tract, North 03 degrees, 08 minutes, 59 seconds West, 20.03
feet to the place of beginning and containing 23,479 square feet ofland, more or less.
Upon construction of the sanitary sewer line within the adjacent 25 foot permanent
sanitary sewer easement and its acceptance by the City of Fort Worth, the herein
described temporary construction easement shall become null and void .
Note: Surveyed on the ground July, 2006
Note: Bearing Basis -based on true North derived from GPS observations relative to NAD 83 , Texas North Central
Zone.
Note : In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedure and Practices,
663 .19(9), this "report" consists of the Real Property Description included herein , and Map of Survey attached
herewith.
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedures and Practices,
663 .19(7), "The cited instruments are not necessarily the current owners of the subject property, but are the documents
containing the descriptions of the boundaries as surveyed."
SS M244-B :T C E-4
Tract 12 & 348
R.R. Ramey Survey, A-1341
CFW/DOE #5405
ANA Proj. # 030570
5831 W . Pioneer Pkwy
Arlington, TX
Page 2 of 2
1 (/ 100'
\
6-03° 52'45"
6-0 3 ° 5 3'19 "
R -6 77 0 .80'
L·4 59 .51 '
T ·2 29.8 5 '
L.C.·S8 1° 4 6 '24"W
4 59 .43' t-+-++---R ·6750.80'
Notes'
S701 W Pioneer-Pkwy, Ari in<Jton
Boswel 1 , V w Est
5843 Merrymount Rd
Fort Wor th Tx 76107
M T Johns on Survey
A 863 Tr 2A
VOL . 1445 , PG. 638
Q.R.T.C.T.
20' TEMPORARY CONSTRUCTION
SAN IT ARY SEWER
EASEMENT SS-4
23,479 SO. FT. +/-
Surveyed on the ground JULY, 2006
Basis of Bearings: Bearings are based on true north derived
from GPS obs ervations relative to NAO 83, Texas No rth
Central Zone
In accordance with the Tex as Boord of Professional Land
Surveying, General Rules of Procedure and Practices,
663.19(9), this "report" consists of the Reol Property
Description included herein, and a Mop of Survey attached
herewith.
In accordance with the Texas Boo r d of Professional Land
Surveying, General Rules of Procedures and Practices,
66.3.19(7), "The cit ed instrumen ts ore not necessarily the
current owners of the subject property, but ore the
documents containing the descriptions of th e boundaries as
surveyed."
LOT 1-R -A
5 700 W Pioneer Pkwy , Ar I i n9ton
Univision Radio BroadcostinQ
7700 Carpenter Fwy
Dallas Tx 75247
Instrument: D204 3 10252
KFJZ ADDITION
VOLUME 388-109, P.30
P .R .T.C .T.
LOT 1-R-B
KFJ Z ADDITION
YOLUME 388-109, P .30
P .R .T.C.T.
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EX 1B IT A ----1ff;
SHOWING A 20 FOOT
L·457.07 '
T·228.62'
L.C .·N81° 46'07"E
456.98'
TEMPORARY CONSTRUCTION
SANITARY SEWER EASEME NT
SITUATED IN ROB ERT R. RAM EY SURVE Y
ABSTRACT NO. 1341
TEMP ORARY CONSTRUCTION
SANITARY SEWER TCSSE-4
DOE NO. 5405
DRAWN SY: ED
DATE: 0 7-27 -06
OGN . NO . :0570244TCSSE4.DGN
APPROVED S Y : SKW
TARRANT COUNTY, TEXAS
5831 W. PIONEER PKWY,
ARLINGTON. TEXAS
ROBERT R. RAMEY SUR VEY
ABSTRAC T NO. 1341
SHT . NO.
~. CONSUJL T ANTS9 lL.lL.C.
E ngineer ing, Pla.nning, a.nd Surveyini
1701 mVER RUN /SUITE 610 /FORT WORTH. TX .76107 /1817l3J5·990D/ fAXc18171JJ5-9955
«M-244B»
Parcel # SSE-5
Doe# «5405»
5951 W. PIONEER PKWY,
ARLINGTON, TEXAS
ROBERT R. RAMEY SURVEY A-1341
ST ATE OF TEXAS
COUNTY OF TARRANT
D A TE: 08 -30-2006
§
§
§
K NOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
PERMANENT SEWER LINE EASEMENT
GRANT O R: W ILLI AMS, DONALD E. Mrs.
G RAN TO R'S MAILI NG AD D R ESS (in clud in g Co un ty):
5 843 M ERRYMO U NT RD .
FO RT W ORTH , TARRANT COUNTY, T EX AS 7610 7
GRAN TEE : C ITY OF FORT WORTH
GRAN TEE 'S MAILIN G AD D R ESS (including Co unty):
1000 T H ROCKMORTON ST.
FORT W ORT H , TARRANT COUNTY, TX 76 102
CONSIDERATI ON : One Dollar ($1.00 ) a nd other good and va lua ble consideration , t he receipt
a nd sufficiency of w hi ch is hereby acknow led ged.
PROP E RTY: Legal Description of Property
5951 W. PION EER PKWY,
ARLINGTON, T EXAS
ROB ERT R. RAM EY SURVEY A -1341
(See attached Exhibits "A" and "B")
Grantor, for the consideration paid to Grantor and other good and valuable consideration ,
hereby grants , sells, and conveys to Grantee, its successors and assigns , an exclusive,
perpetual easement for the construction , operation , maintenance , replacement , upgrade , and
repair of a Permanent Sewer Line Facility , hereafter referred to as "Facility". The Facili ty
includes all incidental underground and aboveground attachments , equipment and
appurtenances , including, but not limited to ma nho les , manhole vents , lateral line connections ,
pipelines , junction boxes in , upon , under and across a portion of th e Property and more full y
described in Exhibit "A " attached hereto and incorporated herein for all pertinent purposes ,
together with the right and privilege at an y and all times to enter Property , or any part thereof,
for the purp ose of constructing , operating , maintaining , replacing , upgrading , an d repa iring sa id
Facility .
Permane nt Sewer Une Easement
RP /CG 07/04
In no event shall G rantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II ) erect or permit to be erected within
the easement property a permanent structure or building, including , but not limited to ,
monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property. Grantee shall be obligated to restore the surface of the
Property at Grantee's sole cost and expense, including the restoration of any sidewalks ,
driveways, or s imilar surface improvements located upon or adjacent to the Easement Tract
which may have been removed , relocated , altered , damaged , or destroyed as a result of the
Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not
be obligated to restore or replace irrigation systems or othe r improvements installed in violation
of the prov isions and intended use of this Easemen t.
TO HAVE AND TO HOLD the above -described easement, together with all and singular the
rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors
and assigns forever ; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever defend all and singular the easement unto Grantee , its successor and
assigns, against every person whomsoever lawfully c;laiming or to claim the same , or an y part
thereof.
When the context requires , singular nouns and pronouns include the plural.
GRANTOR:
FOR: WILLIAMS , DONALD E . Mrs
GRANTEE: City of Fort Worth
Marc Ott , Assistant City Manager
G :\SURVE Y\job\030570\EASEMENTS\030570SS E2DED .doc
Permanent Sewer Line Easement
RP/CG 07/04
ACKNOWLEDGEMENT
STATE O F TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Publ ic in and for the Sta te of Texas ,
on this day personally appeared , known to me to be the
same person whose name is subscribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he /she executed
the same as the act of said for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of
___________ ,20 _.
Notary Public in and for the State of Te xas
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME , the undersig ned authority, a Notary Publ ic in and for the State of Texas ,
on this day personally appeared , known to me to be the
same person whose name is subscribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he /she executed
the same as the act of said for the purposes
and consideration therein expressed and in the capacity therein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of
___________ ,20_.
Permanent Sewer Line Easement
RP/CG 07 /04
Notary Public in and for the State of Te xa s
Real Property Description
of a
25 Foot Permanent
Sanitary Sewer Easement
out of
Tracts 12-F and 34-B1
Robert R. Ramey Survey
Abstract No. 1341
Being a parcel of land out of those certain tracts out of the Robert R. Ramey Survey, Abstract Number
1341 as conveyed to Donald E. Williams and wife by deed recorded in Volume 2045, Page 360, Deed
Records, Tarrant County, Texas for the purpose of constructing, operating and maintaining a sanitary
sewer system and its appurtenances and being more particularly described as follows:
Beginning at a point in the East line of said Williams tract and the West line of West line of a tract of
land out of said Robert R. Ramey Survey, as conveyed to the V.W Boswell Estate, by deed recorded in
Volume 1445, Page 638, said deed records and from which a 5/8" iron rod found for the Northeast
corner of said Williams tract and the Northwest corner of said V .W. Boswell Estate tract, and being in
the South right-of-way line of the Union Pacific Railroad Company, bears North 03 degrees, 08 minutes,
59 seconds West, 7 .10 feet;
Thence : with the East line of said Williams tract and the West line of said V .W . Boswell Estate
tract, South 03 degrees, 08 minutes, 59 seconds East, 25 .04 feet to the beginning of a
curve to the right having a radius of 6,750.80 feet;
Thence : with said curve to the right, through a central angle of 01 degrees, 36 minutes,
21 seconds , an arc distance of 189.21 feet (the long chord of which bears South
84 degrees, 30 minutes , 40 seconds West, a chord distance of 189.20 feet);
Thence: South 72 degrees, 54 minutes , 04 seconds West, 107 .58 feet;
Thence: South 87 degrees, 37 minutes , 40 seconds West, 504 .24 feet to the West line of
said Williams tract and the East line of a tract of land as conveyed to the Tarrant
County, Texas Transportation Department by deed recorded in Volume 1339 ,
Page 200, said deed records;
SS M -244:SSES
CFW /DOE #4505
ANA Proj. #030 570
5951 W. Pioneer Pkwy
Arlington , TX
Page I of2
Thence : with the West line of sa id Williams tract and the East line of said Tarrant Coun ty tract,
North 00 degrees, 04 minutes , 32 seconds East, 25 .02 feet, from which a 1" iron rod
found in said South r ight-of-way line of Union Pacific Railroad Company and being the
being the Northwest corner of said Williams tract and the Northeast corner of said
Tarrant County tract , bears North 00 degrees, 04 minutes , 31 seconds East , 30 .55 feet ;
Thence : North 87 degrees , 37 m inutes, 40 seconds East , 499 .91 feet ;
Thence : North 72 degrees, 45 minutes, 04 seconds East, 107 .07 feet to the beginn ing of a
curve to the right having a radius of 6,725 .80 feet ;
Thence : with said curve to the right , through a central angle of 01 degrees, 38 m inutes ,
27 seconds , an arc d istance of 192 .61 feet (the long chord of which bears North
84 degrees , 31 minutes , 01 seconds East, a chord distance of 192 .61 feet ) to the
place of beginning and containing 20 ,007 square feet of land , more or less.
Note : Surveyed on the ground July 2006
Note : Bearing Bas is -based on true North derived from GPS Observations relative to NAD '83 , Texas North Central Zone .
No te: In accordance with the Texas Board of Professional Land Su rveying, Genera l Rules of Proced ure and P rac tices, 663. I 9(9), this "report"
consists of the Rea l Property Descri ptio n in cl uded herei n , an d Map of Survey attached herewith .
Note: In accordan ce with the Texas Board of Profess ional Land S urveying, General Rul es of Procedures and Practices , 663. I 9(7), "The cited
instruments ar e not n ecessarily the c urrent owners of the su bject property, b ut are th e docu ments contain ing the desc riptions of the boundaries
as surveyed."
SS M -244 :SSE5
CFW/DOE #4 50 5
ANA Proj. #030570
595 1 W. Pion eer Pkwy
Arli ngton , TX
Page 2 of2
TRACT 1-R-1
1 " 1 00'
Notes'
5951 W P ioneer Pkwy, Ari irn;;,ton
Wi 1 1 ioms , Donald E Mr s
5843 Merrymount Rd
Fort Worth Tx 76107
Robert R Rorrey Survey
Abst 1341 Tr 12F,34B1
VOL. 2045, PG. 360
O.R .T.C.T.
25' SANITARY SEWER
EASEMEN T SS-5
20 ,007 SO.FT. +/-
Surveyed on the ground JULY, 2006
Basis of Bearings= Bearings ore based on true north derived
fr om GPS ob servations relative to NAO 83, Texas North
Central Zone
In accordance with the Texas Boord of Profes si onal Land
Surveying, Gener al Ru les of Procedure and Practices,
663.19(9), this "report" consists of the Real Property
Description included herein, and a Mop of Survey attached
herewith .
In accordance with the Texas Boord of Professional Land
Surveying, General Rules of Procedures and Practices,
663.19(7), "The cited ins t ruments are not necess arily the
c u rr ent owners of the subject property , but ore t he
document s con t aining the descriptions of the boundaries as
surveyed ."
w Pioneer Pkwy. Arl inQton
Boswel I , v w Est
6<13 Merryrrount Rd
ort Worth Tx 76107
T J ot,nson Survey
A 863 Tr 2A
VOL. H<S. PG. 638
O.R.T.C.T.
EXHIBIT A
'
I\ I
I I I
I I I
I I I
I I I
I
I
VARIABLE TESCO ESM 'T.
VOL. 4430 , P . 2 15
o.R .r.c.r.
6-30-67
C 1 6 •0 1° 36 '2 1"
R·6750 .80'
L ·189.21'
T -9 4.6 1'
L.C.=S8 4 ° 30 '40 "W
189 .20'
C2 6 •0 1° 38 '2 7"
R·6725 .8 0 '
L·1 92 .61'
T =96 .3 1'
L .C.•N84 ° 31'0l"E
.... \-<
Ir ,_
192 .61'
A 25 FOOT
EAS EMENT
RAMEY SURVEY
1 3 -4 1
,::
....
V>
SANITAR Y SEWER SSE· 5
DOE NO. 5405
5951 W. PIONEER PKWY,
ARLINGTON, TEXAS
ROBERT R.RAME Y SURVEY
ABSTRACT NO. 1341
DRAWN BY: ED
OATE : 07-27 -06
OGN . NO.: 030570244SSES.OGN
APPROV ED BY: SKW
TEXAS
~-CONSULT ANTS, L.L.C.
Engineering, P l anning, and Surveying
1701 RIVER RUN /SITT[ 61D if ORT WORTH, TX.76107 /18171335·9900/ f AXc(817ll35·9955
SHT. N0.3
OF 3
«M-244B»
Parcel # TCSSE-5
Doe# «5405»
5951 W. PIONEER PKWY,
ARLINGTON, TEXAS
ROBERT R. RAMEY SURVEY A-1341
STATE OF TEXAS
COUNTY OF TARRANT
DATE : 08 -30-2006
§
§
§
KNOW ALL MEN BY THESE PRESENTS
CITY OF FORT WORTH
TE MPO RARY SEWER LINE EASEMENT
GRANTOR: WI LLIAMS , DONA LD E. Mr s.
GRANTOR'S MAILING ADDRESS (inclu ding Coun ty):
5843 MERRYMOUNT RD.
FORT W ORTH , TARRANT COUNTY, TE X AS 76107
GRANTEE : CITY OF FORT WORTH
GRANTEE'S MAILING A DD RES S (including County)
1000 THROCKMORTON ST. 0
FORT WORTH , TARRANT COUNTY, TX 76102
CONSIDERATION: O ne Doll ar ($1.00) and other good and valuable con sideration , the receipt
and sufficiency of which is he reby ack nowledged .
PROP E RTY: Legal Descri pt ion of Prop erty
5951 W. PIONEER PKWY,
ARLINGTON, T EXAS
ROBERT R. RAMEY SURV EY P.-1341
(See attached Exhibits "A" and "B ")
Granter, for the considerati on pa id to Granter and other good and valuable consideration ,
hereby grants, sells , and con vC?y s to Grantee, its successors and assigns , an exclusive ,
perpetual easeme nt for the c A,,··ructio n, operation , m aintenan ce , replacement, upgrade , and
repair of a Permanent Se we c 1e Facility, hereafter re ferred to as "Facility". T he Fa cility
includes all incidenta l un d e-· Toun d and above g ro und attach ments , equipment and
appurtenances , including , but n-lim ited to manho le s, manhole vents , lateral line connections ,
pipelines , junction boxe s in , u1,".,11, under and ac ross a portion of the Property an d more fully
described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes ,
together with the right and pri vd,· 'le at an y and all tim e s to enter P roperty , or any part thereof,
for the purpose of constru ct;'l': '1:;rating , maintain ing, replac ing , upgrading , and repairing said
Faci lity.
Permanent Sewer Li ne Easement
RP/CG 07/04
In no event shall Grantor (I) use the Prop e rt y in an y manner which interferes in any materia l way
or is inconsistent with the ri g hts ,-,ran te d hereunder, o r (II ) erect or permit to be erected within
the easement property a pc:-n' 0 nent stru cture or b uildi ng , including, but not limited to ,
monument sign , pole sign , bii'r)c·:;rd , brick or masonry fences or walls or other structures that
require a building permit. How f,V"", Granto r shall be per m itted to maintain any existing concrete
driveway or road on the Prop p y Gra ntee shall be ob lig ated to restore the surface of the
Property at Grantee's sole cost and e xpense , including the restoration of any sidewalks ,
dri v eways , or sim ilar surfa ce im e:rov e me nts loca ted upon o r adjacent to the Easement Tract
which may have been rem ov H I. re located, a ltered , dam ag ed, or destroyed as a result of the
Grantee's use of the easem e r'. ~--a nted he reunder . Provid e d, however , that Grantee shall not
be obligated to restore or re p i · --irr igation systems o r othe r improvements installed in vio lation
of the provisions and intend e r' · , of th is Easement.
TO HAVE AND TO HOLD t r
ri ghts and appurtenances t h,.,
and assigns forever ; and G ,
warrant and forever defe nd
assigns , against every pers --
thereof.
',ave-de sc ri bed ea sement, together with all and singular t he
n an yw ay belongin g unt o Grantee , an d Grantee 's successo rs
r does here by bin d itself a nd its successor and assigns to
nd singu lar the ease me nt unto Grantee, its successor and
)msoever la wful ly claimi ng or to clai m the same , or an y part
W hen the context requires , si r -•ul 3r nouns and pro no uns inclu de the plural.
GR AN TO R
FOR: W ILLIAMS , DONALD E. Mrs
G R.11,NTE E: -C ity of Fort Worth
Ma rc Ott, Ass is tant City Manager
G :\SU RVEY\job\03057 0\EAS E ~iEN T S\0 30 57 0 SSE2DE D. doc
Permanent Sewer Line Easement
RP /CG 07/04
0
AC K NOWLEDGEME NT
STAT E O F TEXAS §
COUNT Y OF TARRA NT §
BEF OR E ME, the und ersig ned authority , a Nota ry Pub li c in and for the State of Texas ,
on this day perso nal ly appeared , know n to me to be the
same person whose name is su bscrib ed to the foreg oing instru ment, and ack nowl edged to me
that the same was the act of and that he/sh e executed
the same as the act of said for the purposes
and conside ration therein exp res sed and in the ca pacity the rein stated.
GIVE N UN DE R MY HAN D AND SEAL OF OFFI CE this _______ day of
___________ ,20
Notary Pub li c in and for the State of Texas
AC KN OWLEDG EMEN T
ST ATE O F TE XAS §
COUNTY O F TARRANT §
BEF ORE ME , the un dersi g ned authority , a Notary Public in and for the State of Texas ,
on this day personally appeared , known to me to be the
same person who se name is ~11b scribe d to the foreg oing instrument, and acknowledged to me
that t he same was the act of and th at he /she executed
the same as the act of said for the purposes
and consideration therein exp ,-0 0:ed and in the capacity th erein stated .
GIV EN UN DE R MY H,6N D AND SEAL O F OFF ICE this _______ day of
___________ ,20 _.
Permanent Sewer Line Easement
RP/CG 07/04
N ot ary Public in and for the State of Texas
Real Property Description
Ofa
20 Foot Temporary
Construction Easement
Out of
Tracts 12-F and 34-B1
Robert R. Ramey Survey
Abstract Number 1341
Being a parcel of land out of Tracts 12-F and 34-B 1, Robert R. Ramey Survey, Abstract Number 1341
as conveyed to Donald E. Williams and wife by deed recorded in Volume 2045, Page 360, Deed
Records, Tarrant County, Texas for the purpose of constructing a sanitary sewer system and its
appurtenances and being more particularly described as follows :
Beginning at a point in the East line of said Williams tract and the West line of Tract 2R, out of said
Ramey Survey as conveyed to the V.W . Boswell Estate by deed recorded in Volume 1445, Page 638 ,
said Deed Records, and from which a 5/8 iron rod found for the Northeast corner of said Donald E.
Williams tract and the Northwest corner of said V.W. Boswell Estate tract bears North 03 degrees, 08 .
minutes, 59 seconds West, 32 .14 feet;
Thence: with the East line of said Donald E. Williams tract and the West line of said V .W. Boswell
Estate tract, South 03 degrees, 08 minutes , 59 seconds East, 20.03 feet to a point in a
curve to the right, having a radius of 6,770 .80 feet;
Thence : with said curve to the right, through a central angle of 01 degrees , 34 minutes,
40 seconds, an arc distance of 186 .45 feet (the long chord of which bears South
84 degrees, 30 minutes, 24 seconds West, a chord distance of 186.44 feet);
Thence: South 72 degrees, 45 minutes, 04 second West, 107 .99 feet ;
Thence: South 87 degrees, 37 minutes , 40 seconds West, 507 .71 feet to the West line of said
Donald E. Williams and the East line of that certain tract of land as conveyed to Tarrant
County Transportation Department, State of Texas , by deed recorded in Volume 1339,
Page 200, said deed records;
Thence : With the West line of said Donald E. Williams and the East line of said Tarrant County
tract, North 00 degrees, 04 minutes, 32 seconds East, 20 .02 feet from which a 1" iron
rod found for the Northwest corner of said Williams tract and the Northeast corner of said
Tarrant County tract and being in the South right-of-way line of the Union Pacific
Railroad Company bears North 00 degrees, 04 minutes , 32 seconds East, 55 .58 feet;
SS M244-B:TCE-5
CFW/DOE #5405
ANA Proj. # 030570
Pagel of2
Thence : North 87 degrees , 37 minutes , 40 seconds East , 504 .24 feet ;
Thence: North 72 degrees , 45 minutes, 04 seconds East , 107 .58 feet to the beginning of a
curve to the left having a radius of 6 ,750 .80 feet ;
Thence: with said curve to the left through a central angle of 01 degrees , 36 minutes , 21 seconds,
an arc distance of 189.19 feet (the long chord of which bears North 84 degrees ,
30 minutes , 40 seconds East, a chord distance of 189 .18 feet) to the place of beginning
and containing 15 ,975 square feet of land , more or less .
Upon construction of the sanitary sewer line within the adjacent 25 foot permanent sanitary sewer
easement and its acceptance by the City of Fort Worth , the here in described temporary construction
easement shall become null and void .
Note : Survey on the ground July, 2006
Note: Surveyed on the ground July , 2006
Note: Bearin g Basis -based on tru e North derived fro m GPS o bserv at ions re la tive to NAD 83 , Texas Nor th Central Zone.
Note : In accordance with th e Texas Board of Profess ional Land Survey in g, General R ules of Proced ure an d Practices , 663 .19(9), this "report"
consists of the Real Property Description includ ed herei n , and Map of S urvey attac hed herewith.
Note: In accordance with the Texas Board of Profession al Land Survey in g, Ge neral Ru les of Procedures and Practices, 663 .19(7), "The cited
instrum ents ar e not necessar ily the current owners of th e subject property, but are the docu ments contai ning the descriptions of the boundaries
as surveyed."
SS M 244-B:TCE-5
CFW/DOE #5 405
AN A Proj. # 03 0570
Page 2 of2
1 /I
N ot es:
TRAC T 1-R-1
LAKE ARLIN GTON
I NOUS TR I AL PA RK
VO LUME 38 8 -211 , P. 41
P .R.T .C.T.
1 00'
5 9 5 1 W Pi o neer Pkw y , Ari ing ton
Wi I Iiams , Do n o Id E Mrs
5843 Merrymount Rd
Fort Worth Tx 76107
Rob er t R Rome y Su r v e y
Ab s t 1341 Tr 12F,34 B1
2 0 '
VO L . 204 5 , PG. 3 60
Q.R .T .C.T.
TE MPOR ARY CO NSTRU CTION
SANI TARY SEWER
EASEMENT TCS S-5
15 ,975 SO. FT . +/-
Sur vey e d on the gro und JUL Y, 20 06
Basis of Bear ings : B e a rings or e ba sed on true n o rth deriv ed
from GP S o b se rvations r ela tiv e to NAO 83, Te x as No rth
Centr a l Zon e
In acc ordanc e with th e Texas Bo ord o f Pr ofessi ona l L and
Surv ey ing, Ge ne r al Rules of Pr o c edur e an d Pr actices,
663.19 (9), th is "report" consi s t s of the Reol Prop erty
De scription includ ed herein , an d o Mop of Sur ve y a tt ached
here wi t h.
In accordanc e wit h t h e T exos Boor d o f Prof es sional Land
Surv e y in g, Ge neral Ru l es of P roc edures and P , octices,
66.3.19 (7), "The ci ted ins t r umen ts ore not necessaril y t h e
curr ent o wn ers of th e subject prop e rty , but are the
docume nts c ontain ing the de scr iption s o f the bound ar ies as
surve y e d ."
I I
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Omoho NE 6B 179
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R-6770.80'
L·186.45 '
T •93.23'
L .C.=S84 ° .30'2 4"W
186 .44'
C2 /:J. ·01 ° 36'21"
R=6750 .8 0'
L=189.19 '
T =94.60 '
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\ 189 .18'
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1 VOL , 14 4 5, PG . 638
O.R .T .C.T. EX HI BIT B '' 11
SH OW IN G A 20 FOOT
TEMPORARY CONSTRUCT I ON
S AN I TARY SEWER EA SE MENT
SITUATED IN ROB ER T R. RAME Y SURV EY
ABSTRAC T NO . 1 3 41
TAR RANT CO UNTY, TEXAS
\
TEMPORARY CONSTRUCTION
SA NI TAR Y SE WER TCS SE-5
DO E NO. 54 05
595 1 W. PI ONE ER PKW Y.
ARLI NG TON,TE XAS
RO BE RT R.RAME Y SU RVEY
AB STRACT NO. 134 1
DATE : 0 7-27 -0 6
OG N. NO. :05702 44 TCSSE5 .QGN
APPROVE D BY : SK W
~-CON SULT ANT§9 L.L.C.
E ng i n eer in g , Pla.n n ing, a n d Sur vey ing
SHT. N0 .3
OF 3
1701 RIVER Rt.W /SllTE 61() /FORT WOR TH, TX.76107 /16171335·9900/ F AX0!61713l5·9955
SS M-2448
Parcel# 06
Doe# 4505
Sarah G. Jennings Survey, A-843
ST ATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
DATE :
GRANTOR:
CITY OF FORT WORTH
PERMANENT SEWER FACILITY EASEMENT
AND TEMPORARY CONSTRUCTION EASEMENT
September 27 , 2007
Tarrant County, Texas Transportat ion Department
GRANTOR'S MAILING ADDRESS (includ ing County):
100 E. Weatherford St.
Fort Worth, Tarrant County, Texas 76102
GRANTEE : CITY OF FORT WORTH
GRANTEE 'S MAILING ADDRESS (including County):
1000 THROCKMORTON ST.
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION : Ten Dollars ($10 .00) and other good and valuable consideration , the
receipt and sufficiency of which is hereby acknowledged .
PROPERTY: Being a portion of the Sarah G. Jennings Survey , Abstra ct No . 84 3, as recorded in
Volume 1339 , Page 200 , Deed Records , Tarrant County , TX, and bei ng more pa rt icularly descr ibed in
Exhi bits "A" and "B" attached .
Granter , for the consideration paid to Granter and other good and va luable conside ration ,
hereby grants , sells, and conveys to Grantee , its successo rs and assigns , an exclus ive ,
perpetual easement for the construction , operation , maintenance , replacement, upgrade , and
repa ir of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility
includes all incidental underground and aboveground attachments , equipment and
appurtenances , including, but not limited to manholes, manhole vents , lateral line connections ,
pipelines , junction boxes in, upon , under and across a portion of the prope rty and mo re fully
descr ibed in Exhibit "A" attached hereto an d inco rpo rated he rein fo r all pe rti nent purposes ,
togethe r wi th the right and privilege at an y and all times to ente r property , or any pa rt th ereof, for
PERMANENT SEWER FACILITY EAS EMENT A ND TEMPORARY CONSTR UCTION EASEM ENT
Rev. 712006
the purpose of constructing , operating , maintaining , replacing, upgrading , and repairing said
Facility; and a temporary construction easement, As described in Exhibi t "B", attached hereto
and made a part hereof, to use in connection with the construction of said Facility , said
temporary construction easement to expire upon completion of construction and acceptance by
Grantee of said Facility .
In no event shall Grantor (I) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or bu ilding, includ ing , but not limited to,
monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property. Grantee shall be obligated to restore the surface of the
property at Grantee's sole cost and expense , including the restoration of any sidewalks ,
driveways , or similar surface improvements located upon or adj acent to the Easement which
may have been removed , relocated, altered , damaged , or destroyed as a result of the Grantee's
use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated
to restore or replace irrigation systems or other improvements installed in violation of the
provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described permanent easement, together with all and
singular the rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee's
successors and assigns forever; and Grantor does hereby bind itself and its successor and
assigns to warrant and forever defend all and singular the easement unto Grantee , its
successor and assigns , against every person whomsoever lawfully claiming or to claim the
same , or any part thereof.
TO HAVE AND TO HOLD the above described temporary construction easement, together with ,
all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee , and
Grantee's successors and assigns until the completion of construction and acceptance by
Grantee . Grantor hereby bind themselves , their heirs , successors , and assigns , to warrant and
defend , all and singular, said easement unto Grantee , its successors and assigns , against every
person whomsoever lawfully claiming or to claim the same , or any part thereof .
When the context requires , singular nouns and pronouns include the plural.
GRANTOR: GRANTEE: City of Fort Worth
Marc A. Ott, Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Att orney
P ERMANENT SEWER FAC ILITY EAS E MENT AND TE MPORARY CONSTRUCTION EASE MENT
Rev. 7/2006
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared , known to me to be the
same person whose name is subscribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he/she executed
the same as the act of said for the purposes
and consideration therein expressed and in the capacity therein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this-~-day of
Notary Public in and for the State of Texas
ACKNOWLEDGEMENT
ST ATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared Marc
A. Ott, known to me to be the person and officer whose name is subscribed to the foregoing
instrument, and acknowledged to me that he executed the same as the act and deed of the City
of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____ day of
Notary Public in and for the State of Texas
PERMANENT SEWER FACILITY EASEMENT AND TEMPORARY CONSTRUCTION EASEMENT
Rev. 7/2006
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IN:>USTRIAL PARK
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Surveyed on the cround JULY, 2006 \ \ I
Bos Is of Sear I nQs1 Beor-I ngs ore based on true nor~ dei\-I veb
from CPS observations relotlve to NAO 83, Texas N~~th \ I
Centro I Zone \ \ I
~8,.~~;~~:~n~:n:~~7 ~8~ 8!e~~s P~~~~:! ~~~f;~~~~?~!s~ond \ :
663. 19f 9>, this · report' cons is ts of the Real Proper\ty \1
Descr i ption Included herein, ond o Mop of Survey ott0chedj
her-ew I th. \ 1,
In occordonce with the Texas Boord of Profess lono l Lo~d J \
SurveylnQ, General Rules of Procedu-es and Practices,\ 1 \
~:;~!~~ 1~~n~~:e 0~ I!~: !:~;:~~:~p~~y~o~u~e~~=s~~! r1 _'t~'-~
docunents containing the descriptions o f the boundor11e.i\~s \
survey ed. •
1
T~ A.) : : \
va._6."i:_'';\"i_277 I I j\
L l1'E 8EAAll'G DISTAN:E
L-1 so•o4· 31·w 25. 02 '
L-2 SST' 31 " ,o· W S3. 2,·
L-3 573•5 1· r1·w 80. 90'
L-4 N89• 28' 14" W 182, I I '
L-5 N03• 28' 40· E 4. 60'
L-6 N89° 38 ' 51' E I Ill. 07'
L-7 N73"' 51' 11' E t 45. 13'
L-8 Na1• 31' 40' E 57. 33'
J. A. a£.J,,Rf st..R11EY A-269
T.~ co..NTY TEXAS
TRANS,O(RT AT I CN DEPT.
100 E. YoEATI-ERF(R) ST.
FORT WORTH, TX 76 169
VCl...l..l,E 1339, PG. 200
-5 D.R. T.C. T.
VAR IA8LE WIDTH SAN ITARY SEY.ER
EASEl,ENT SSE -6
L -6
5,055 SQ. FT. •/ •
Lhion P~if ic R.i 1.-o.c.1 Co,
At:t T•x o.,pt,
\400 Oougla• St. St.op 1640
~ t,£ 68179
SANITARY SEWER SSE-6
COE NO. s,os
S. C. JENN I NGS SURV EY
ABSTRACT NO. 843
FORT WORT H, TE XAS
DATE1 09-06-07 ~E.~£~~P.~T ~~T.~;, L.L.C. SI-IT. I\O. l
CF l
ANA PRO..EC
• 030570
APPROVED BY1 SKW
llOIRIY(RIUI/SUIT[,IO /fORTlllA TH.TI.J61071111llll5 ·990D(f.U:•1 11711l5·1J955
•.• \R•vtsedlMOS SSE-8 Rev.dgin i/211200711:~:411 AM
EXHIBIT"A"
Real Property Description
Ofa
Variable Width Permanent
Sanitary Sewer Easement
Out of the
Sarah G. Jennings Survey,
Abstract Number 843
Being a parcel of land out of all those certain tracts out of the Sarah G. Jennings Survey, Abstract
Number 843 as conveyed to the Tarrant County Transportation Department by deed recorded in
Volume 1339 , Page 200 , Deed Records , Tarrant County, Texas for the purpose of constructing,
operating and maintaining a sanitary sewer sys tem and it's appurtenances and being more particularly
described as follows :
Beginning at a point in the East line of said Tarrant Co unty tract and the West line of a tract of land out
of the Robert R. Ramey Survey, Abstract Number 1341 as conveyed to Donald E. Williams and w ife by
deed recorded in Volume 2045, Page 360 , said Deed records and from which a 1" iron rod found for the
Northeast corner of said Tarrant County tract and the Northwest corner of said Williams tract, and being
in the South right-of-way line of the Union Pacific Railroad Company bears North 00 degree s, 04
minutes , 31 seconds East, 30 .55 feet ;
Thence: wi th the East line of said Tarrant County tract and the West line of said Williams tract ,
South 00 degrees , 04 minutes , 31 seconds West, 25 .02 feet to a po int , fro m wh ich a Y," iron
rod found for the Southeast corner of a 3,311 square foot parcel of land , more or less out of
the J.A . Creary Survey, Abstract Number 269 as conveyed to the Texas Electric Service
Company by deed recorded in Volume 4440 , Page 277, said deed recor ds bears South 00
Degrees, 04 m inutes , 31 seconds West, 30.31 feet ;
Thence: South 87 degrees , 37 minutes , 40 seconds West, 53 .24 feet ;
Thence : South 73 degrees , 51 minutes , 11 seconds West, 80 .90 feet to the South line of said Tarrant
County tract and the North line of said Texas Electric Service Company tract ;
Thence: with the South line of said Tarrant County tract and the North line of said Tex as Electric
Service Company tract, North 89 degrees , 28 minutes , 14 seconds West, 182.11 feet ;
SS M-244:SSE-6 (Revised)
CFW/DOE #4505
ANA Proj. #030570
Page I of2
Thence: North 03 degrees , 28 minutes, 40 seconds East, 4.60 feet;
Thence: North 89 degrees , 38 minutes, 51 seconds East , 116 .07 feet;
Thence: North 73 degrees , 51 minutes, 11 seconds East , 145.13 feet ;
Thence: North 87 degrees, 37 minutes , 40 seconds East, 57.33 feet to the place of
beginning and containing 5,055 square feet of land, more or less.
Note: Surveyed on the ground July 2006
Note: Bearing Basis -based on true North derived from GPS Observations relative to NAO '83, Texas North Central Zone
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedure and Practices, 663 .19(9), this "report"
consists of the Real Property Description included herein, and Map of Survey attached herewith.
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedures and Practices, 663.19(7), 'Toe cited
instruments are not necessarily the current owners of the subject property , but are the documents containing the descriptions of the boundaries
as surveyM ."
SS M-244 :SSE-6
CFW/DOE #4505
ANA Proj. #030570
Page2 of2
EXHIBIT "A"
Real Property Description
Ofa
Variable Width Temporary
Construction Easement
Out of
Sarah G. Jennings Survey
Abstract Number 843
Being a parcel of land out of Sarah G. Jennings Survey, Abstract Number 843 as conveyed to Tarrant
County, Texas by deed recorded in Volume 1339, Page 200, Deed Records , Tarrant County, Te xas , for
the purpose of constructing a sanitary sewer system and its appurtenances and being more particularly
described as follows:
Beginning at a point in the East line of said Tarrant County tract and the West line of Tract 2F and
3481, out of said Ramey Survey as conveyed to Donald E . Williams and wife by deed recorded in
Volume 2045 , Page 360 , Deed Records , Tarrant County, Texas , and from which a 1 inch iron rod found
for the Northwest corner of said Donald E. Williams and wife tract and the Northeast corner of said
Tarrant County tract bears North 00 degrees, 04 minutes , 32 seconds Eas t , 55 .58 fee t;
Thence: with the West line of said Donald E . Williams and wife tract and the East line of said Tarrant
County tract , South 00 degrees , 04 minutes , 32 seconds West , 20 .02 feet from which a Y," iron
rod found for the Southeast corner of a 3,311 square foot parcel of land , more or less out of
the J.A. Creary Survey, Abstract Number 269 as conveyed to the Texas Electric Service
Company by deed recorded in Volume 4440 , Page 277 , Deed Records , Tarrant Co unty , Te xas
bears South 00 degrees , 04 minutes , 32 seconds West, 10 .29 feet ;
Thence : South 87 degrees , 37 m inutes , 40 second West, 89 .63 feet ;
Thence : South 58 degrees , 26 minutes , 04 seconds West, 2 .55 feet to the North line of said Texas
Electric Service Tract;
SS M -2 44B : TCE-6 (Revised)
CFW/DOE #5405
ANA Proj . # 030570
Page I of2
Thence : with the North line of said Texas Electric Service Tract and the South line of said Tarrant
County tract , North 89 degrees , 28 minutes, 14 seconds West, 39 .14 feet;
Thence : North 73 degrees , 51 minutes, 11 seconds East , 80 .90 feet ;
Thence: North 87 degrees , 37 minutes , 40 seconds East, 53 .24 feet to the place of
beginning and containing 1,882 square feet of land , more or less .
Upon construction of the sanitary sewer line w ithin the adjacent variable width permanent sanitary
sewer easement and its acceptance by the City of Fort Worth , the herein described temporary
construction easement shall become null and void .
Note: Surveye d on the ground July, 2006
Note : Beari ng Basis -based on true North derived from GPS observ ations re lative to NAD 83, Texas North Central Zone .
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedure and Practices, 663.19(9), this "report "
consi sts of the Real Property Descri ption included herein, and Map of Survey attac hed herewith.
Note: In accordance with the Texas Board of Profess ional Land Surveying, General Rules of Procedures and Practices, 663 .19(7), 'The cited
instruments are not necessaril y the current owners of the subject p rop erty, but are the documents c ontaining the descri ptions of the
boundaries as surveyed ."
SS M-244B : TCE-6 (Revised)
CFW/DOE #5405
ANA Proj . # 030 570
Page2 of2
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Surveyed on the oround JULY, 2006 1 I
Bosls of Beorlnos • BeorlnQs ore based on true nortti de'\lveb
~~~,.~~S
2
~~:ervat Ions re lot Ive .t o NAO 83. Te xas No'\th
1
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In accordance wi th the Tex as Boord of Professlono l l and\/
:~;~~~/ ;?: ~~7:r? ~e~~: ~~ ~~n:~~~=d~;e t~:d R=~~c~~~~=~\y , f
Descr i pt i on Included herein, and o Mop of Survey ot t ache"
7~r:~~~donce with the Te xos Boord of Profess i onal Lo~d I 1
Survey I nQ , Genera I Ru I es o f Procedur es end Proct r ces, , J \
~:;~!~~ 7~~n~~:e 0 ~ I;~: ~8~;:~~;~P~~~Y~o~u~e~=s~~! '?-~,-1
docunen ts contolnlnQ the descr i ptions of the boundor11e~,r·
.surveyed. ' I I
L Ir-€ 8EARIN:3
L-1 so• 4' 32' w
L-2 S87° 37' 40 ' W
L-3 sss• 2s· 04' w
L -4 N89• 28' 14 ' W
L-5 N73°51" 11 ' E
L-6 N87• 3 7" <o· E
TESCO
t TRACT Al
V0...,4440, P .2n
0. R. T.C. T.
DISTMCE
20.02·
89. 63"
2. ss·
39. 14 '
ao. 90·
53. 2,·
5917 W p;__.. Pkwy, N"I in11't,,a"\
WO 11 i -Donald ~ 1,4,-•
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T AffUWT ca..NTY TEXAS
TRANSPCl'lTAT 10',I DEPT.
100 E. V€An€RFORO ST.
FCRT WCRTH, TX 76 l 69
VCI..l.Mc 1 339. R3. 200
""')'
20' T~ CO'<STR.X:T 10,,
SAN I T =< SE11£R
EASaENT TCE-6
1. 882 SQ. FT. •/-
~~~i6~7
~~k_T~~'. Pt•
360 I VAR~::t~~.E~ T. ,ij~f1~'1 l1'i~~~~~~~~~~~~
<REV.
~~8. ;:I 1: ~ ~11 I ~} 111 ,1 o!> I\ . •i II ii ~g I I I
~--4 1111 1 t.u ~-II I I I I
EXHIBIT B 11
I I\\
SHOWlf\.G A VARIABLE WIDTH
TEMPORARY CONS TRUCTI ON
SANITARY SEWc:R EASE1v£NT
b1 SITUATED IN S.G. JEN\llf\.GS SURVEY
1-t..1 ABSTRACT NO. 843
TARRANT COLNTY , TEXA S
09-05-07 after rea I i grment )
TEMPORARY COSTRUCT 1 ON
SANI T.A.RY SEWER TCE-6
OD E NO. 5405
S. G. JENN I NGS SURVEY
ABSTRACT NO. 843
FORT WOR TH, TEXAS
m.. CONSULTANTS, L.L.C.
Eniineerin1, Pl..nnini. and Sunerin1
SHT. N). l
CF 1
APPROVED BY, SKW 1101 RIVER RLN !SUITE ,10 trORJ IOIITH. Tl 1'10? /!81Tll}s-!90IY HX•ISITll35-'J~S
ANA PRO...EC
• 030570
Bowen West Tap
D-1915
2007-0242 cs
EASEMENT AND RIGHT OF WAY
THE STATE OF TEXAS §
§
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS
That ONCOR ELECTRIC DELIVERY COMPANY, a Texas corporation , hereinafter
referred to as Grantor, for and in considerati on of TEN AND N0/100 DOLLARS ($10 .00),
and other good and valuable consideration to it in hand paid by the CITY OF FORT
WORTH , a municipality of Tarrant County, Texas, receipt of wh ich is hereby
acknowledged, do grant, barga in and convey unto said City, its successors and assigns,
hereinafter referred to as Grantee, an exclusive easement and right of way for the purpose
of constructing , ma intaining and operating a sanitary sewer and junction box facility as
proposed and shown on the attached Exhibit "A " (which are made parts hereof), hereinafter
referred to as Grantee's Facility, in , over, under, across and along the following described
property:
SEE ATIACHED EXHIBIT "A " (which is made part hereof)
There is also granted to Grantee , its successors or assigns , an exclusive easement
to use Grantor's adjoining land as shown and described on Exhibit "B" , which is made part
hereof, during temporary periods, as may be necessary for the construction , maintenance ,
and repair of said Grantee's Facility. Such use shall not interfere with Grantor's use of
such property in the operation of its business and Grantee shall properly maintain such
property during construction and at the conclusion of such construction remove all
construction debris and other materials from such property and restore such property to the
same condition it was in prior to the commencement of Grantee's construction thereon or in
proximity thereto. Use of draglines or other boom-type equipment in connection wi t h any
work to be performed on Grantor's property by the Grantee , its employees , agents ,
representatives or contractors must comply with Chapter 752 , Texas Health and Safety
Code , the National Electrical Safety Code and any other clearance requirements.
Notwithstanding anything to the contrary herein, in no event shall any equipment be within
fifteen feet of Grantor's powerlines situated on t he aforesaid property. Grantee must
notify Fort Worth Transmission, 817-496-2736 , 48 hours prior to the proposed
construction of the sanitary sewer lines and junction box on Grantor's property.
Grantee must notify Fort Worth Transmission, 817-496-2736 , 48 hours prior to the use of
any boom-type equipment on Grantor's property except in an emergency. Granter reserves
the right to ref use Grantee permission to use boom-type equ ipment.
Grantee shall locate its Facility within the easement on the centerline of the
easement described in Exhibit "A", or if not on the centerline, then along and upon the
specific route or location within the easement as shown on Exhibit "A" so as not to interfere
with any of Grantor's facilities and in order for Granter to have notice of the specific location
of the facility within the easement and right-of-way . Grantee shall not place its facility within
25 feet of any pole, tower leg or guying structure . Grantee agrees that in the event that
Granter determines that Grantee's Facility interferes with Grantor's facilities, Grantee will
relocate Grantee's Facility at Grantee's expense . Grantee will be entitled to relocate
Grantee's Facility on the easement granted hereunder if reasonably possible without
further interference with Grantor's facilities. If Grantee's Facility cannot be relocated on
Grantor's property, then, if reasonably possible, Grantor agrees to grant Grantee an
easement near the easement granted hereunder so that Grantee's facility can continue to
operate as originally intended .
This easement is granted upon the conditions that Grantee's Facility to be
constructed shall be maintained and operated by Grantee at no expense to Grantor and
Granter shall not be responsible for any costs of construction, reconstruction, operation,
maintenance or removal of Grantee's Facility .
Grantor shall not be liable to Grantee for any damage to said easement or Grantee's
Facility or other contents thereof, except when caused by the willful misconduct of Granter,
its agents. servants or employees. Granter and Grantee each agree that if any claim or
liability shall arise from the joint or concurring negligence of both parties hereto, it shall be
borne by them in proportion to their negligence . It is understood that it is not the intention
of the parties hereto to create liability for the benefit of third parties but that this agreement
shall be solely for the benefit of the parties hereto .
Grantee shall, at its own cost and expense comply with all applicable laws , including
but not limited to existing zoning ordinances, governmental rules and regulations enacted
or promulgated by any governmental authority and shall promptly execute and fulfill all
orders and requirements imposed by such governmental authorities for the correction,
prevention and abatement of nuisances in or upon or connected with said premises
because of Grantee's use thereof.
This easement, subject to all liens of record, shall continue only so long as Grantee
shall use this right of way for the purpose herein described and the same shall immediately
lapse and terminate upon cessation of such use .
TO HAVE AND TO HOLD the above described easement and rights unto the
Grantee, its successors and assigns , for the purposes aforesaid and upon the conditions
herein stated until the same shall be abandoned for use by the Grantee for the purpose
herein stated, then and thereupon this conveyance shall be null and void and the use of
said land and premises shall absolutely revert to Granter herein, its successors and
assigns , and no act or omission on the part of them shall be construed as a waiver of the
enforcement of such condition .
AND Grantor does hereby bind itself, its successors and assigns , to WARRANT
AND FOREVER DEFEND all and singular the above described easement and rights unto
the Grantee, its successors and assigns , against every person whomsoever lawfully
claiming or to claim the same or any part thereof, by, through or under Granter but not
otherwise .
EXECUTED as of this ___ day of _____________ ,, 2007 .
GRANTOR :
ONCOR ELECTRIC DELIVERY COMPANY
By :
GRANTEE:
Thomas F. Newsom
Attorney-in-Fact
CITY OF FORT WORTH
By: __________ _
Name: ___________ _
Title : ___________ _
STATE OF TEXAS §
§
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
---------------· known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he/she executed the
same as the act and deed of the CITY OF FORT WORTH , as the
____________ thereof, and for the purposes and consideration therein
expressed and in the capacity therein stated , and that he/she was authorized to do so .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ______ day of
--------------• AD. 2007.
Notary Public i n and for the State of Texas
STATE OF TEXAS §
§
COUNTY OF TARRANT §
BEFORE ME , the undersigned authority , on this day personally appeared Thomas
F. Newsom, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same as the act and deed of
ONCOR ELECTRIC DELIVERY COMPANY, as Attorney-In-Fact thereof, and for the
purposes and consideration therein expressed and in the capacity therein stated. and that
he was authorized to do so.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ______ day of
----------------' A.O . 2007.
Notary Public in and for the State of Texas
EXHIBIT"A"
Real Property Description
Ofa
Variable Width Permanent
Sanitary Sewer Easement
out of the
J.A. Creary Survey,
Abstract Number 269
Being a parcel of land out of that certain tract of land out of the J.A. Creary Survey, Abstract Number
269 as conveyed to the Texas Electric Service Company tract (hereinafter the TESCO tract) by deed
recorded in Volume 4440 , Page 277, Deed Records , Tarrant County, Texas for the purpose of
constructing , operating and maintaining a sanitary sewer system and it's appurtenances and being
more particularly described as follows :
Commencing at a 1" iron rod found for the Northeast corner of a tract of land as conveyed to Tarrant
County Transportation Department by deed recorded in Volume 1339, Page 200 , said Deed Records,
the Northwest corner of a tract of land as conveyed to Donald E. Williams and wife, by deed recorded in
Volume 2045 , Page 360 , said Deed Records , and being in the South line of the Union Pacific Railroad
Company right-of-way;
Thence: with the East line of said Tarrant County tract and the West line of said Williams tract , South 00
degrees, 04 minutes , 31 seconds West, at 81.49 feet pass the Southeast corner of said Tarrant County
tract and the Northeast corner of said TESCO tract, in all 85 .89 feet to a Y:z" iron rod found for the
Southeast corner of said TESCO tract and the Northe9st corner of Tract 1 R-1 , Lake Arlington Industrial
Park, an addition to the City of Arlington as recorded in Volume 388-211, Page 41, Plat Records ,
Tarrant County, Texas ;
Thence: wi th the South line of said TESCO tract and the North line of said Tract 1 R-1, South
89 degrees, 31 minutes , 58 seconds West, 146.19 feet to the place of beginning of the herein
described parcel of land;
Thence: continuing with the South line of said TESCO tract and the North line of said Tract 1 R-1 , South
89 degrees, 31 minutes, 58 second West, 120.87 feet ;
Thence : continuing with the South line of said TESCO tract and the North line of said Tract 1 R-1 , North
84 degrees , 12 minutes , 43 seconds West, 46 .44 feet ;
Thence: departing the South line of said TESCO tract and the North line of said Tract 1 R-1 , North
03 degrees , 28 minutes , 40 seconds East , 4 .80 feet to the North line of said TESCO tract and
the South line of said Tarrant County tract ;
Thence: with the North line of said TESCO tract and the South line of said Tarrant County tract , South
89 degrees, 28 minutes, 14 seconds East , 182.11 feet;
Thence : departing the North line of said TESCO tract and the South line of said Tarrant County tract,
South 73 degrees, 51 minutes , 11 seconds West, 16.42 feet;
Thence: South 11 degrees, 13 minutes , 06 seconds East , 2.28 feet to the place of beginning and
containing 1,320 square feet of land, more or less .
SS M-244:SSE-6 (Revised)
CFW/DOE#4505
ANA Proj. #030570
Page I of2
Note: Surveyed on the ground July 2006
Note: Bearing Basis -based on true North derived from GPS Observations relative to NAO '83 , Texas North Central Zone
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedure and Practi ces, 663.19(9), this "report"
consists of the Real Property Description included herein, and Map of Survey attached herewith.
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedures and Practices, 663.19(7), 'The cited
instruments are not necessarily the current owners of the subject property, but are the documents containing the descriptions of the boundaries
as surveyed ."
SS M -244:SSE-6
CFW/DOE #4505
ANA Proj. #030570
Page2 of2
1"
I I
I
+\ ~ z
I I (') I:; 100' " \ \ ~ Q
\ \ 0,"'
\ \ ;,·i
I I '.:: ~
6101 W ~~~~n~~~!ingt.on \ \ ~ ~
Ar 1 ; ~!'." rr\·,004 \ \ ~ I ...,
TRACT 1 -Rl I I ti
LAKE ARL I /\GTON \ '&_\
INJUSTRIAL PARK I ~\
I "-,'z.l I VO....iJ,,£388-211, P.41 io'?-:..., 1'
P.R. T.C. T. \·;ii7J.I ,:1
't· 'f!.,\
\~:'-~\ I I
I ~I'll / I
I '£1 /
I .:.1 I
I . I /
I I /
Notes• I I I
Sur-veyed on the or-ound JUL Y, 2006 I I I
Basis of Beor-lnos• Beor-/nos or-e based on tr-ue nor-t\i de~lveb
fr-om GPS obser-votions. r-elot l ve to NAO 83, Te xas No~th I I
Centr-o I Zone I I /
In occor-donce with the Te x as Boor-d of Pr-ofesslonol \and\ /
Sur-vey I n9, Gener-a I Ru I es of Pr-ocedur-e and Pr-act Ices, I /
663. 19< 91, this 'r-epor-t' consists of the Real Pr-oper-\ty I/
Descr-lpt l on Included her-ein, and a Mop of Sur-vey ott~checty
her-ew l th. I 11
In occor-donce wi th the Te xas Boor-d of Pr-ofess /onol Lo~d 1 \
Sur-veyln9, Gener-al Rules of Pr-ocedur-es and Pr-act Ices, I 1 \
663. 19< 7), • The c I tad I nstr-uments or-e not necesso..-i I y th \
cur-r-ent owner-s of the subject pr-oper-ty, but or-ether
docunents contolnln9 the descr-lpt i ons of the boundon l e
TARRANT CQNTY TEXAS
TRANSPORT AT I ON DEPT.
100 E. YEATl-£RFORD ST.
Fa=lT WORTH, TX 76169
VO....IJ,,E 1339, PG .200
L-3 D.R. T.C. T.
surveyed.• I vARIABLE WIDTH SANITARY SE\',€R
EASENENT SSE -7
L it£
L-1
L-2
L·3
L-4
L-5
L-6
t rl!zff Al I
VCI.... 4440, P. 277 I
1,320 SQ. FT . •I -
D.R. T.C. T.
E Rosedale St, Fort Worth
Tx u Electric Delivery Co
State I!, Local Tax Dept
PO Bo x 219071
Da I I as Tx 75221
BEARI/\G DISTAf\CE
589•31 " 58' W 120. B7 "
N84• 12' 43' W 46. 44'
N03° 28 ' 40' E 4. 80'
S89° 28 ' I 4' E 182 . II'
S 7 3° 5 1 ' II' W 16. 42 '
Sll 0 13 ' 06' E 2. 28 '
<
U"\ion Pac i f ic: Rai Ii-cad Co.
Att Ta x Dept.
l 400 Doug I as St Stop l 640
Onaha I'£ 681 79
P . 0 . C.
F~ I I 'I
\='"~ I I 'I
:u.;; 4111
VCI.... 4430, P , 2 15
VAR I ABLE TESCO ESM' T. --i--t-----__Q.O. R. T. C. T.
;-<9' I I
f"l-ofTI I Ii I
:-<:...2 ''I" ~~ ::11': I I I
I I I
EXHIBIT A
SHOWII\IG A VAR IABLE WIDTH
SANITARY SEVvER EASEfvENT
SITUATED IN J. A. CREARY SURVEY
ABSTRACT NO. 269
TARRANT COUNT Y, TEXAS
SAN ITAR Y SEWER SS E-7
DOE NO. 5 40 5
J , A. CRE ARY SURVEY
ABS TR ACT NO. 26 9
ARLIN GTON, TEXA S
after r-ea I i grment
09-06-07
REV.DGN
APPROVED BY• SKW
... \Revlsed'MOS SS E-7 Rev.dgn 9/27/200710:10:49 AM
~En££~iE~! 1~!~!, L.L.C .
1101 RIVER RUN /SUITE 610 /FORT WORTH, TX. 16101 11 81llJJl-9lOOI flX •181llJJl-9l55
SHT. 1'0. 1
(F 1
PNA PROJEC
• 030570
EXHIBIT"A"
Real Property Description
Ofa
Variable Width Permanent
Temporary Construction Easement
out of the
J.A. Creary Survey,
Abstract Number 269
Being a pa rce l of land out of that certain tract of land out of the J.A. Creary Survey, Abstract Number
269 as conveyed to the Texas Electric Service Company tract (hereinafter the TESCO tract) by deed
recorded in Volume 4440 , Page 277 , Deed Records , Tarrant County, Te xas for the purpose of
constructing, operating and maintaining a sanitary sewer system and it's appurtenances and being
more particularly described as follows :
Commencing at a 1" iron rod found for the Northeast corner of a tract of land as conveyed to Tarrant
County Transportation Department by deed recorded in Volume 1339, Page 200 , said Deed Records ,
the Northwest corner of a tract of land as conveyed to Donald E. Williams and wife , by deed recorded in
Volume 2045 , Page 360 , said Deed Re cords , and be ing in th e South line of the Unio n Pacific Railroad
Company right-of-way;
Thence: with the East line of said Tarrant County tract and the West line of sa id Williams tract , South 00
degrees , 04 m inutes , 31 seconds West, at 81.49 feet pass the Southeast corner of said Tarrant County
tract and the Northeast corner of said TESCO tract, in all 85 .89 feet to a Y." iron rod found for the
Southeast corner of said TESCO tract and the Northeast corner of Tract 1 R-1 , Lake Arlington Industrial
Park, an addition to the City of Arlington as re cord ed in Volume 388-211 , Page 4 1, Plat Records ,
Tarrant County, Texas;
Thence : with the South line of sa id TESCO tract and the North line of said T ract 1 R-1 , South
89 degrees , 31 minutes , 58 seconds West , 101.61 feet to the place of beginning of the herein
described parcel of land ;
Thence: continu ing with the South line of said TESCO tract and the North line of sa id Tract 1 R-1 , Sout h
89 degrees , 31 minutes , 58 second West, 44 .58 feet;
Thence : departing the South line of said TESCO tract and the North line of said Tract 1 R-1, North
11 degrees , 13 minutes , 06 seconds West, 2.28 feet ;
Thence: North 73 degrees, 51 minutes , 11 seconds East, 16.42 feet to the North li ne of said TESCO
tract and the South line of said Tarrant County tract ;
Thence: with the North line of said TESCO tract and the South line of said Tarrant County tract, South
89 degrees , 28 minutes , 14 seconds East, 39 .14 feet ;
Thence: departing the North line of said TESCO tract and the South line of said Tarrant County tract ,
South 58 degrees, 26 minutes, 04 seconds West, 11 .61 feet to the place of beginning and
containing 288 square feet of land, more or less.
SS M-244: TCE-7 (Revised)
CFW/DOE #4505
ANA Proj. #030570
Page 1 of2
Upon construction of the sanitary sewer line within the adjacent permanent variable width sanitary
sewer easement and its acceptance by the City of Fort Worth , the herein described temporary
construction easement shall become null and void .
Note: Surveyed on the ground July 2006
Note : Bearing Basis-based on true North derived from GPS Observati ons relative to NAD '83 , Texas North Central Zone
Note: In accordance with the Texas Board of Professional land Suiveying, General Rul es of Procedure and Practices, 663.19(9), this "report"
consists of the Real Property Description included herein, and Map of SUJV ey attached herewith .
Note: In accordance with the Texas Board of Professional land Suiveying, General Rules of Procedures and Practices, 663 .19(7), 'The cited
instruments are not nec essarily the current owners of the subject property, but are the documents containing th e descripti ons of the boundaries
as surveyed ."
SS M-244: TCE-7
CFW/DOE #4505
ANA Proj. #030570
Page 2 of2
Si?
l ' 100'
I I
I I
I I
I I
I I
TRACT
\ \ "I; \ \ ~ .....
I -< C
I \ 01" \ \ ;,, ~
6101 W ~~~~~~~ingt.on \ \ i ~
Ar I in~!:x T~
3
76004 \ \ c3 t '1
TRACT 1-Rl I I ~,!
LAKE AR.. I /\GTON \ ~\
INJUSTR/AL PARK I 'ti
1 I "-,'2:1 r va...Lt.£ 388-211. P.4 ii:.., ,'
P.R. T. C. T. l·lli\1 ,ii
\=-'· ~\
\~:".~\ / I
I t<'ll / I
I ~'£
I l, I
I . I I
I I I
Notes• I I I
Surveyed on the ,;iround JULY, 2006 I I I
Basis of Beorln,;is• Beorln,;is ore based on true norfh de~/ve~
from GPS oDservotlons relative to NAO 83, Texas No~th I I
Centro I Zone I I /
In accordance with the Texas Boord of Professional londl /
Survey I n,;i, Genera I Ru I es of Procedure and Proct I ces,I I /
663. /9( 9>, this 'report' consists of the Real Properlty I/
Description i ncluded herein, and o Mop of Survey ott~checfi
herewith. I 11
In accordance with the Texas Boord of Professional Lo~d 1 1
Lhion Pacific Rai lr-oad Co.
Att Tax Dept
1400 Oo...,glas St Stop 1640
Onar,,, t,€ 681 79
TARRANT CQJ\ITY TEXAS
TRANSPO'lTAT I ON DEPT .
100 E. \\£ATI-ERFORO ST.
FORT WORTH, TX 76169
Survey I nc;i, Genera I Ru I es of Procedures and Proct Ices, I 1 \
663.19(7), 'The cited Instruments ore not necessorlly \h' \
current owners of the subject property, but ore the r -i---,.
documents contolnln,;i the descriptions of the boundonleslps \
va...u.E 1339, PG.200
D.R. T.C. T.
surveyed. ' TESCO I I \
( TRACT Al I I I I I
LIN::
L-1
L-2
L-3
L-4
L-5
VQ. 4440, P. 277 I I
D.R. T. C. T.
E Rosedale St, Fort Worth
Txu Electric Delivery Co
State S. Local Tax Dept
PO Box 219071
Da I I as Tx 75221
8EARI/\G DISTAI\CE
S89•31 ' 58'W 44.58'
Nll•l3'06'W 2 .28'
N73° 51 ' I I' E 16. 42'
589° 28' 14' E 39. 14'
558° 26' 04· w I I. 61 '
P.O.
VARIABLE WIDTH
TEM"ORARY CCNSTRL.CTION
SANITARY SEv.ER
EASEM::NT TCE-7
288 SQ. FT. •/ -
Sl-lOWING A VARIABLE WIDTH
TEMPORARY CONSTRUCTION
SANITARY SEWER EASEMENT
SITUATED IN J. A. CREARY SURVEY TEMPORARY CONSTRUCTION
SANITARY SEWER TCE-7
DOE ND. 5405 ABSTRACT NO. 269
TARRANT COUNTY, TEXAS
after real igrment)
J; A, CREARY SURVEY
AB STRACT NO. 269
ARLINGTON, TE XAS
09-06-07
APPROVED BY• SKW
... \Revised\MOS TCE-7 Rev.dgn 9'2.7'2007 10:24:03 AM
~Ens~~~~~!!~!~~' L .L.C.
JIOI RIVER RUH /SUITE 610 /FORT IORTH. TX.16101 /18171335·9900/ flX<181Tlll5-9955
SHT. 1\1'.J. l
CF I
ANAPRO.£CT
• 030570
55 M-244B
Parcel# 08
Doe #4505
6101 W. Pioneer Parkway, Arlington, TX
Tract 1R-1, Lake Arlington Industrial Park
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL MEN BY THESE PRESENTS
DATE :
GRANTOR:
CITY OF FORT WORTH
PERMANENT SEWER FACILITY EASEMENT
AND TEMPORARY CONSTRUCTION EASEMENT
September 27, 2007
303 Joint Venture
GRANTOR'S MAILING ADDRESS (inclu ding County):
P.O . Box 993
Arlington, Tarrant County, TX 76004
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
1000 THROCKMORTON ST.
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
PROPERTY: Being a portion of Tract 1 R-1 , Lake Arlington Industrial Pa rk , an addition to the City of
Arlington as recorded in Volume 388-211 , Page 41, Plat Records , Tarrant County , Texas , and being more
particularly described in Exhibits 'A' and 'B', attached .
Grantor, for the consideration paid to Grantor and other good and valuable consideration,
hereby grants , sells, and conveys to Grantee , its successors and assigns, an exclusive ,
perpetual easement for the construction, operation, maintenance , replacement, upgrade, and
repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility
includes all incidental underground and aboveground attachments, equipment and
appurtenances, including , but not limited to manholes, manhole vents , lateral line connections ,
pipelines, junction boxes in , upon, under and acro ss a portion of the property and more fully
described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes,
PERMANENT SEWER FACILITY EASEMENT AND TEMPORARY CONSTRUCTION EASEMENT
Rev. 7/2006
together with the right and privilege at any and all times to enter property, or any part thereof, for
the purpose of constructing , operating, maintaining, replacing, upgrading , and repairing said
Facility; and a temporary construction easement, As described in Exhibit "B", attached hereto
and made a part hereof, to use in connection with the construction of said Facility, said
temporary construction easement to expire upon completion of construction and acceptance by
Grantee of said Facility.
In no event shall Grantor (1) use the Property in any manner which interferes in any material way
or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within
the easement property a permanent structure or building , including , but not lim ited to ,
monument sign, pole sign, billboard , brick or masonry fences or walls or other structures that
require a building permit. However, Grantor shall be permitted to maintain any existing concrete
driveway or road on the Property. Grantee shall be obligated to restore the surface of the
property at Grantee's sole cost and expense , including the restoration of any sidewalks ,
driveways, or similar surface improvements located upon or adjacent to the Easement which
may have been removed , relocated, altered, damaged, or destroyed as a result of the Grantee's
use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated
to restore or replace irrigation systems or other improvements installed in violation of the
provisions and intended use of this Easement.
TO HAVE AND TO HOLD the above-described permanent easement, together with all and
singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee 's
successors and assigns forever; and Grantor does hereby bind itself and its successor and
assigns to warrant and forever defend all and singular the easement unto Grantee, its
successor and assigns , against every person whomsoever lawfully claiming or to claim the
same , or any part thereof.
TO HAVE AND TO HOLD the above described temporary construction easement, together with ,
all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and
Grantee 's successors and assigns until the completion of construction and acceptance by
Grantee . Grantor hereby bind themselves , their heirs , successo rs , and ass igns , to warrant and
defend , all and singular, said easement unto Grantee , its successors and assigns , against every
person whomsoever lawfully claiming or to cla im the same , or any part thereof.
When the context requires , singular nouns and pronouns include th e plura l.
GRANTOR: GRANTEE : City of Fo rt Wo rt h
Ma rc A Ott, Ass istan t City Manager
APPROVED AS TO FORM AND LEGALITY
Ass istan t City Attorn ey
P ERMANENT SEWE R FAC ILITY EASEME NT AND TEMP ORARY CONSTRUCTION EASE MENT
Rev. 7/2006
ACKNOWLEDGEMENT
ST ATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared , known to me to be the
same person whose name is subscribed to the foregoing instrument, and acknowledged to me
that the same was the act of and that he/she executed
the same as the act of said for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ___ day of
Notary Public in and for the State of Texas
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned au thority, on this day personally appeared Marc
A. Ott, known to me to be the person and officer whose name is subscribed to the foregoing
instrument, and acknowledged to me that he executed the same as the act and deed of the City
of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and
consideration therein expressed and in the capacity therein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____ day of
Notary Public in and for the State of Te xas
PERMANENT SEWER FACILITY EASEMENT AND TEMPORARY CONSTRUCTION EASEMENT
Rev. 7/2006
EXHIBIT "A"
Real Property Description
Ofa
Sanitary Sewer Easement
Out of
Lot 1R1
Lake Arlington
Industrial Park Addition
Being a parcel of land out of Lot 1 R-1, Lake Arlington Industrial Park Addition, an addition to the City of
Arlington as recorded in Volume 388-211, Page 41 , Plat Records, Tarrant County, Texas, as conveyed
to 303 Joint Venture by deed recorded in Volume 7365 , Page 1985, Deed Records , Tarrant County,
Texas for the purpose of constructing a sanitary sewer system and its appurtenances and being more
particularly described as follows :
Commencing at a 1" iron rod found for the Northeast corner of a acre tract of land out the Sarah G.
Jennings Survey, Abstract Number 843 as conveyed to the Tarrant County Transportation Department
by deed recorded in Volume 1339, Page 200 said Deed Records, and the Northwest corner of a acre
tract of land out of the M.T. Johnson Survey, Abstract 863 as conveyed to Mrs . Donald E Williams by
deed recorded in Volume 2045 , Page 360, said Deed Records and being in the South line of the Union
Pacific Railroad Company right-of-way ;
Thence: South 00 South 00 degrees, 04 minutes, 31 seconds West, 85.89 feet pass a Y," iron rod found
for the Southeast corner of said Tarrant County tract , the Northeast corner of said Tract 1 R-1 ,
and the Northeast corner of a 30-foot Utility Easement as conveyed to the City of Fort Worth
by deed recorded in Volume 7246, Page 750, said Deed Records, and being in the West line
of said Williams tract, in all 115.89 feet to the Southeast corner of said 30-foot utility easement ;
Thence: with the South line of sa id 30-foot utility easement, South 89 degrees, 31 minutes , 58 seconds
West, 209.00 feet to the Place of Beginning of the, herein described parcel ;
Thence: South 00 degrees , 21 minutes, 09 seconds East, 7.22 feet;
Thence: South 89 degrees, 38 minutes , 51 seconds West, 106.82 feet to the Southeasterly line of a
30-foot sanitary sewer easement as conveyed to said City of Fort Worth by deed recorded in
Volume 3884 , Page 641 , said deed records ;
Thence: with said Southeasterly line, North 75 degrees, 55 minutes , 27 seconds East, 35 .71 feet ;
Thence : w ith the South line of said 30-foot utility easement, South 84 degrees , 12 minutes, 43 seconds
East, 12 .79 feet ;
Thence: continuing with the South line of said 30-foot uti lity easement, North 89 degrees, 31 minutes ,
58 seconds East , 59.41 feet to the place of beginning and containing 672 square feet of land ,
m ore or less .
SS M-244B: SSE-8 (Revised)
CFW/DOE #5405
ANA Proj . # 030570
Page I of 2
Note : Survey on the ground July , 2006
Note : Bearings are based on true north derived from GPS observations relative to North American Datum, 1983 (NAO '83), Texas
State Plane Coordinate System, North Central Zone.
Note: In accordance with the Texas Board of Professional Land Surveying, General Rules of Procedure and Practices , 663.19(9),
this ·report" cons ists of the Real Property Description induded herein , and Map of Survey attached herewith .
Note: In accordance with the Texas Board of Professional Land Surveying , General Rules of Procedures and Practices ,
663.19(7), "The cited instruments are not necessarily the current owners of the subject property, but are the documents
containing the descriptions of the boundaries as surveyed ."
SS M-2448: SSE-8 (Revised)
CFW/DOE #5405
ANA Proj. # 030570
Page 2 of 2
1 • 100'
6101
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
W Pioneer-Pkwy. Ar I ingt.on \ \
303~i~ vggye \ \ erci..in'~ ~ 7~ \ \
D.R. T.C. T. \ I
I
I I
I '61
I ·\
TRACT 1-Rl
TRACT
LAKE ARLIN3TO'I
ll'OJSTRIAL PARK
VCLU£ 388-211. P. 41
P.R. T.C. T.
I <!!.1
I ?';I
'~'lbi, 'I
1 ... i I I
1n" './E1 I
otes1 ,·--':On~\ I 1
Surveyed on the Qround JULY, 2006 1 '!:,"'1 I 1
Basis of BearinQs• BearinQs are based an true n"f_th~erlved I
from GPS observations relative ta NAO 83, Te x as ~artll\ /
Centro I Zane • \ /
In accordance with _the Te x as Board of Professlona1/ La'1d I
Survey I nQ, Genera I Ru I es of Procedure and Pr act I c1s, I I
663, 191 9 ), this' report' consists of the Real Propfrty\ I
Description included herein, and a Map of Survey a\tac'lad 1 herew I th. \ I
In accordance with the Texas Board of Professional land 1 1 SurveyinQ, General Rules of Procedures and PractlceJ, 1 1 663. 19< 71, 'The cited I nstrunents are not necessar I I~ th'\ 1 current owners of the subject property, but are the 1 docunents cont a In i rn;i the descr i pt Ions of the boundar r'es as;
surveyed. • \ 11
LII\E
L-1
L-2
L-3
L-4
L-5
VARIABLE WIDTH SANITARY I I I
SEVv£R EASE1,£NT SSE -8 I I I
672 SQ. FT. •I -I_~
I I
L4
8EARIN3
soo· 2 1 • 09· E
S89° 38 ' 5 I' W
N75' 55' 27' E
S84° 12 ' 43' E
N89° 3 I' 58' E
DISTANCE
7. 22'
106. 8 2'
35. 71'
12. 79 '
59. 41 '
en ;::; o.
N c,,
"' 30' UTILITY ESM'T, Z va.... 7246. P. 750
D.R. T. C. T
J. A. cs:£J>RV 5LRVEY A-269
I.I. T. .JO-N5C1'I 5LRVEY A-863
5917 w Pioneer-Pkwy. Art inet.on
Wi 11 ians. Ocn.sld E t.t-s
~~}6~7
TESCO
I TRACT A>
VCL . 4440, P. 277
D.R. T.C. T.
SARAH G. ..EN'< 11\GS 5LRVEY A-843
r • 1 RF-~--RAl.8' Sl...Rl,£Y -A-134 1
Vol . 2(')45. Pg. 360
D.R. T.C. T.
VO... 4430, P. 215
1111:' lifi-T-+---:_V/lFl.=l~ASLE~ TESCO ESM' T. 11, 11 D.R. T.C. T. ~r~ !H
;~~ <n :
'\"' ''I'' ·-~ 11 1 I
EXHIBIT~~ \\I I\
SHOWII\G A VARIABL E WIDTH
SANITARY SEVER EASEMENT
SITUATED IN TRACT 1-Rl
LAKE ARLII\GTON 11\0USTRIAL PARK
TARRANT COUNTY, TEXAS
!REV. 09-05-07 after real igrment
ORA\\N BY• ED
SANITARY SEWER SSE-8
ODE NO. 54D5
6101 W PIONEER PKWY,
ARLINGTON, TEXAS
LAKE ARLINGTON
INDUSTRIAL PARK
TRACT I-RI
DATE• 09-06-07
DGN. NJ.• MOS SSE-8 REV. DGN
APPROVED BY• SKW
m. CONSULT ANTS, L.L.C.
Engineering, Planning, And Sur-.e:ring
SHT. NJ. l
CF l
1101 RIVER RUN /SUITE &10 /FOR! IORIH. IX.1610111811>335·9900/ f.lld811>335·9955
.. \Revised\MOS SSE-8 Rev.dgn 9127/2007 10:1.:16 AM
~ PROJEC
• 030570
EXHIBIT"A"
Real Property Description
Ofa
Temporary Construction Easement
Out of
Lot 1R1
Lake Arlington
Industrial Park Addition
Being a parcel of land out of Lot 1 R 1, Lake Arlington Industrial Park Addition , an addition to the City of
Arlington as recorded in Volume 388-211 , Page 41 , Plat Records , Tarrant County, Texas for the
purpose of constructing a sanitary sewer system and its appurtenances and being more particularly
described as follows :
Beginning at a point in the South line of a 30 foot utility easement as conveyed to the City of Fort Worth ,
Texas by deed recorded in Volume 7246, Page 750 , Deed Records , Tarrant County, Texas and from
which a Y:," iron rod found for the Northeast corner of said Lot 1 R1 and the Southeast corner of Tract A,
as conveyed to the Texas Electric Service Company by deed re corded in Volume 4440, Page 277 , said
deed records bears South 63 degrees, 07 minutes , 39 seconds West, 16.62 feet, South 58 degrees , 26
minutes , 04 seconds West, 43 .77 feet and South 89 degrees , 31 minutes , 58 seconds West, 101 .61
feet and from which a 1" iron rod found for the Northeast corner of a tract of land out of the Sarah G .
Jennings Survey, Abstract Number 843 as conveyed to the Tarrant County Transportation Department
by deed recorded in Volume 1339, Page 200 , said deed records bears North 00 degrees , 04 minutes ,
3 1 seconds East, 85.89 feet ;
Thence : South 63 degrees , 07 minutes , 39 seconds West, 61 .24 feet;
Thence: South 89 degrees, 38 minutes , 51 seconds West, 108.68 feet ;
Thence : North 03 degrees , 28 minutes , 40 seconds East, 20 .05 feet to the Southeasterly line of a
30-foot sanitary sewer easement as conveyed to said City of Fort Worth by deed recorded in
Volume 3884, Page 641 , said deed records ;
Thence : North 89 degrees , 38 m inu tes , 5 1 seconds Eas t, 106 .82 feet ;
SS M -244B : TCE-8 (Revised)
CFW/OOE #5405
ANA Proj. # 030570
Pagel of2
Thence : North 00 degrees , 21 minutes , 09 seconds West, 7 .22 feet to the South lin e of said 30-foot
utility easement;
Thence : continuing with the South line of said 30-foot utility easement, North 89 degrees, 31 minutes ,
58 seconds East , 55 .31 feet to the place of beginning and containing 2,911 square feet of land,
more or less .
Upon construction of the sanitary sewer line within the adjacent permanent variable width sanitary
sewer easement and its acceptance by the City of Fort Worth, the herein described temporary
construction easement shall become null and void .
Note: Survey on the ground July, 2006
Note: Bearings are based on true north derived from GPS observations relative to NAO 83, Texas North Central Zone.
Note: In accordance wi th the Texas Board of Professional land Surveying, General R ul es of Procedure and Practices, 663.19(9), thi s "report"
consists of th e Rcal Property Descriptio n included herein, and Map of Survey attached herewith.
Note: In accordance with the Texas Board of Professional land Surveying, General Rules of Procedures and Practices, 663.19(7), 'Toe cited
instruments are not necessarily the current owners of the subject property, but are the docum ents containing the desc ripti ons of the boundaries
as survey ed ."
SS M-2446 : TCE-8 (Revised)
CFW/DOE #5405
ANA Proj. # 030570
Page2 of2
l"
otes1
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TRACT 4-Rl
I
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6101 W ~~:~~! ington \
PO Box 993 I
A.-I ;nf.cn. TX 76004 \
VCL. o.':~\ ~-1985 I
TRACT 1-Rl
LAKE AR.IN3TON
INJJSTRIAL PARK
VCU . .M:: 388-211. P. 41
P.R. T.C. T.
I
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1·p'il,].\
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1·_.. I I I
I ~I'll I 1 Surveyed on the Qround JULY, 2006
Basis of Beor i ngsa Beorln9s ore based
from GPS observations relat i ve to NAO
Central Zone
83, Texos i.ior1:Jo. I
on true north~er I ved I 1 ·
I I I In occordonce with the Texas Boord of Professlanoj Lo~d I ,
SurveylnQ, General Rules of Procedure and Pr octlcqs, I I
663. 19191, this 'report' consists of the Real Pro~rty1 1 Description included herein, and a Mop of Sur vey oitocr-v,d 1 herewith. \ \ I
In accordance with the Te xas Boord of Professional and 1 1 SurveylnQ, General Rules of Procedures and Practice~, 1 1 663. 191 71, 'The cited Instruments ore not necessor l l r thq I
current owners of the subject property, but ore the 1 1 documents contoininQ the descript i ons of the boundorlrs 0~
surveyed.· 1 ti
VARIABLE WIDTH TEl,PCRARY I I\
CO'JSTRL.CT I ON SAN I T ARY SE'M:R I I \
EASElvENT TCE-8 L-3, / I
2,911 SQ. FT . •/-,-,
'11 I
L-4
LIN:: BEAR1N3 DISTMCE
L-1 S63° 07" 39' W 61 . 24 '
L-2 ss9° 38' 51 • w 108. 68 '
L-3 N03° 28' 40 ° E 20. 05'
L-4 N89° 38' 51' E 106. 82 '
L-5 N00° 2 I ' 09' W 7. 22 '
L-6 N89° 31 ' 58' E 55. 31'
< "Tl§--1--1
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TESCO
C TRACT Al
VO.... 4440. P. 277
D.R T.C. T.
J. A. CF£J>R'( Sl.RVEY A-269
IA. T. JO-N5(J'l 51...RVEY A-863 1/2
SARAH G. -El'N I N3S Sl.RVEY A-643
1· IRF-~--RAAEY SI..RVEY-A-134 1
ffiA\',N BY• ED
5917 W P i Cf"'le'ef"" Pk..-y, Ari ingt.cn
Wi 11 i arn5, Donald E l,,t-s
~ ~~6~7 VQ. 4430. P. 215
~~/.: T~f: Pa.
360
11,~l ln--i--t--+---~V=AAl~Aa.E~ TESCO ESM' T. 111 11 D.R. T.C. T.
P""'1 ;o f" I I
;i~ ttj: :<'.-.ii:
.;~
EXHIBIT j§ \\ \
~OWIN3 A VARIABLE WIDTH
TEtvPORARY COSTRUCTION
SANITARY SEl/vER EASE~NT
SITUATED IN TRACT 1-Rl
LAKE ARLIN3TON 11\0USTRIAL PARK
TARRANT COLNTY, TEXAS
TEMPORARY COSTRUCTION
SANITARY SEWE R TCE-B
DOE NO. 5405
6101 W P ION EER PKWY ,
ARLING TON, TE XAS
LAKE ARLINGTON
INDUSTRIAL PARK
TRACT I-RI
DATE• 09-06 -07 m.En~£~~E~: ~~!~:g L.L.C.
• N). 1
1
DGN. N:l. • MOS TCE-8 REV. DGN
APPROVED BY• SKW
... \Revised\MOS TCE-8 Rev.dgn 9/2712007 10:28 :54 AM
1101 RIV[R RLM /SUITE ilO /FORT WORTH, TX. l610T /C81l)JJ5·990CV fUo!817llll-9955
PRO.JEC
• 030570
1\(tTROPLEXBAfffiltt:r::S~~~' ·-'~ , ..
· Jirs~Jd1~f~o~J~W\l~li~.n'--··· , fo.·eox'a1 a, : eorsfcii~::n<·1s1s1:-0&1s
Augu~t iit~f OQ~
Mr, :(<ent Lunski, P.E.
1'tiltl'Sy~~mS\
Pt<fecl .. er so:W:?7 ;St ~ Suite 11 oo
Ft Worth, Texas 76102
~: City of Ft. WortM nstallation of 48-inch Sewer Line, CQ.Q.ti~~,~~ (69) ~art 2,
Sanitary S.t~~:~i~~~;J?jf-~:N&i X-19513
I)l});lE T Limitd\it~{ijiJ.e4t~JW4Q'74136
LOG:,,,MfLE:;p.QSI\SQ:8;,9.(h9.,Statio-n .8.65 f ,6'5'-to:--~68+ 3 5
Mapsco Map # 80 R
Tarrant Coun~; Texas
:Pear -Mr . Lunski:
T~ero.ret ypµt ~Y .1:007;I?lan~f ~r .~arui
0.30~8 0l161~7Q,~J)OJz#'34B5,;J!1f~{W~: ·,
~&:i. . r:;ir~I:~r=.
1. ~olJjl)dicafed tltaf1lle ex.cavation;:'tvioth\wilJ,:t,¢ 6~ll. ,We:as:,_ttm~ you:wi.ff '.~.u~g
sho~g. C~~,;should ~e ,~~tbat·f!i~. shoring will -not ~amage (d~t. ~ating damage)
our line . ,Should. the c1ty 'dec1de to starr .. step .the excavat ton,,thenwe will need ·to re-
address this issue.
2 . ~ lon~ a~ !11-atefiAf.;forJfl e ~we(lli,ie will -be ,tiMriass; concrete, or P¥C
pipe, we have no ~nffi(}t WttJl these type ,of'materiajs;
3 . _Upon ,compl¢tiririo f yourproject, a'minn:num cover of'36 .. fuch es mustbe ·maintained
· over ow pipeline; ·
4. All ~~cava~iqg ~thiJ! J 8-inches of our,pi,peline ·must ,be, hand d'(Jg ; Atepreserttative of
DD~T'fExxp nMobtl) m~st :b~ pre~ent;during any ¢Xcav~tionmside/near our
-~_me.nt/pipeljne. 'fhisJncludes removal<>f th e ~ld .1se"1er'1ine,;irist all~ie>11 of tlle new
se-Wet line as well as ariticipated 'activities atoUrid arid'near our -easement/pipeline.
s. A DJ>JET@~(ui~9b~Jcr~r~v~i~1uS,f1ie:¥onsy,tt~:~~J~;e;fJ,ti~itf~;~ij~J1efore
any heavy equipment crosses our pipeline or wotks-direotly,oyet:Q.U.r:p1ru,lme.
Jefr~ernbet,fhal:~fbte,'mt}'excavatf(Jti'O't;~yjjfui{:~(defilear,o~fc'n~,(j !~f~U,~
,C.Ontact One Call@ 1-800-~~!.83l :7:i'.For;, · ; , n~·piJ>-:, t,:;~ ,t /j;npeliij~':: ,--. ::2J'4;~~~'1f~tJ.t~J-~\~¥~ ¥g,lg¢t, . 'ti . . · o,.~~29;. .. _ ~ · . 'B~ettJSbafe
~qm!J,~{(Q: ,: · $,;P,i~~~J~y1,i-!(j6-350-3929. Also, as you are aware, Sun~~-
reg~ .. ·-¥F~l;:f:; , ~-·· . 'fft:"' ·\·f~-~if~: .. ·.ibJJ~ .:l1~7--
a:ntl'.'her eimrii 1s:,nrlmr.ve
," .:· --.. . .:'....,._x,._ . ..:
Appendix B
Misc Fort Worth Standards
I I .ill Ill
-MINIMU~ C INITIAL:--,-,.~---
BACKF!Ll. COVER
)..{!NIU U U 6 .--'-',=.;.+,,..:.:..;.;.;....,o,..,c;.;.i.
WBEDMENT
TYPE . ·c-BACKFlU.
SE£ SPEC. E1-2.+
G.C.D.
S~D MA TERI AL EI..IBEDI..IENT
& . JNITIAL BACKFILL
SEE SPEC: E1 -2.3 G.C.D.
WATER: SIZES UP TO AND INCLUDING 12,,
WNIJJU!.( INITIAL BACKFllL COVt:R: ___.,..-~-~
WATER -5•
SE\'i£R -12•
STOR)..( DRAIN -12·
MINl!.IUI.I C----ri-r-"-'....,,_.~
EMBEDUENT
TYPE ·c· BACKFlU.
SEE SPEC. E1-2.'4-
G.C.D.
CRUSHED STONE .OR SAND
IJA TERlAL INITIAL BACKFILL
SEE SPEC. £1-2.+{b) OR
E1-2.3 G.C.D.
CRUSHED STONE
SEE SPEC. E1 -2.3
G.C.D. -(
(
(
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I-
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SAND GRADA 110N
e LESS TH AN 10~ P ASSl N.G
/200 SIEVt:
• P.I. = 10 OR LESS
CRUSHED STONE GRADA1lON
SIE'li:: SIZE
1·
1/r
3/8.
#{
f8
% RETAINED
0-10
4-0-75
55-90
90-100
95-100
MATERIAL SPECIFICATIONS .
THE EMBEDMENT AflD BACKFlU. DETAILS PROVIDED 00 1HIS
SHEET SHALL REPLACE: APPROPRIATE PROVISIONS OF BOTH
THE E1-2.+(b) AND E1-2.3 Of TiiE G.C.D. Af.lD STD. SPEC.
ITEM 402 OF THE TPW STNWARD SPEQflCA TlONS FOR
STREET & STORM DRNN CONSTRUCTION. ALL OTHER
PROVISIONS OF THESE ITEMS SHN.l APPLY.
-
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0
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C
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I-
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-
WATER, SEWER & STORM DRAIN ~
EMBEDMENT AND BACKFILL DETAILS . u. ....---------------------;C
CITY OF FORT WORTH -CONSTRUCTIO N STAND.ARD u
FIGURE A DATE:2-19-02 -----------·--
J:
f-
>( ·-· .
r::w I:::;:, ·. · . -..... ·,. .
. ! .
, ' • I
TYPICAL SECT! ON
~·:o j mens j On llx II
Sewer Pipe -12 11
L irnestone to
Extend from 6 11 Be I ow
Pipe to Spring! ine
(Excavate for Bel Is)
Cost of Granular
Embedment and Crushed
Limestone Bedding
Included in Price Bid
Per Foot of Sewer Pipe
STANDARD EMBEDMENT
FIGURE 109
E 1 -2 Mat e r i a I
E2-2 Construction
' I
~.I
1· 4.o·! 20·1 I
TYP ·. '
..... -' . --<. .. .,. ....
4-• 4 Rebors TYP.
use 2500 · • class B
·concrete .
0
PVMT. PVMT.
• • I
L
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\ \
' • ' ~ ~ 'l ', . ..., ,,,./ .. ' ....... _. __ ..:.-• ·.,,<.
',,, • • I ~ • / •
.... . .... ..... -
2 : 27 SUB BASE
. CASE 1 CASE 2
SECTION A-A
CASE 1:
COLLAR SHALL EXTEND TO
TOP OF 2:27 CONCRETE.
CNO REBAR REO .l
CASE 2:
COLLAR SHALL EXTEND 3" BELOW
BOTTOM OF LOWEST GRADE RING.
(REBAR REQ.)
CONCRETE COLLAR
3.0" TYP.
4.0'
0
Y~" CHAMFER TYP.
j_
DETAIL
SANITARY SEWER MANHOLE
FIGURE 121
...
NTS
E1-20. 21 Mater i al
E2-20. 21 Consruc lion
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l
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-:(
~
\.: .•
ifl
~-
COMPACTED BENTONITE CLAY
OR 2:27 CONCRETE
2'
------
CLAY DAM PROFILE
SEWER MAIN
GROUND COMPACTED BENTONITE CLAY
OR 2:27 CONCRETE
UNDISTURBED SOIL
MINIMUM TRENCH
WIDTH -PIPE DIA.
CLAY DAM SECTION
CLAY DAM CONSTRUCTION
H-D-11
CITT Of' f ORT Wo.rn<, TZ:U.I
'NA~ DEPARTMENT
h,,.),,::t:
Sanitary S•-r Main 1,1...(2 an:l l,t-5-(
Drain»:;,. 1'rea R1thablllt.dlon
Sar,llary . 8•-r lmprovo-me<1u • Piprllno
Part \1111· Pro oc:I No. PS.(~070.t~O.C10180
RRHABILITA TION DZT A.!L8
-CJ.J -JC~,
-,.-DCC 7 /"i 7
... -=z--. 9~2'
---1,11
2.25 11 ---
~ PMS 167 (C opp er)· ,-PMS 288 (Blue)
\ I
\ / 8' -O" .
I
\
311 \
\
\
\
\
\
3'-1.5 11 /
t
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t
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t
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t 311
n--PMS 288 (Blue)
I \
I \ .
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t
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I \
r' '. 4' -1.5 11
I
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\
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Yo .u1\ Water
. I .
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3"
3.75"
...I. -
I
-,... Funds In Action ___ --___ __::_ ... ----0 =
2.2511 ---
-0
N
4 .5 11
I
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\_White \ ___ PMS 288 (Blue)
PROJECT SIGN
Figure 30
3.75 11
N
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4.5 11
Scale 1 11 = 11
. --""'
.J:::,.
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0 =
Appendix C
Miscellaneous
FORM 24
ENVIRONMENTAL RECORD AFF I DAVIT
For purposes of this Affidavit:
(A) the term "Bidder/Proposer" includes any and all authorized officers, emp loyees , agen ts ,
or other representatives of Bidder/Proposer working in that capacity on behalf of Bidder/Proposer
within the past three (3) years prior to the date of this Affidav it;
(B) the term "Env ironmental Laws" includes the (i) Clean Air Act, (ii) Clean Water Act, (iii) any
rules , regulations, or ordinances promulgated pursuant to either of the above-mentioned acts by
State, Federal, or lo cal regulatory authorities , or (iv) any other State, Federal , or local
environmental law, rule, regulation, or ordinance related to the protection of the environment,
including but not lim ited to solid waste disposal, hazardous waste disposal , illegal discharges of
pollutants, and other similar environmental laws , rules, regula tions , and ordi nances.
I, , the duly authorized representative of
(hereinafter called the "Bidder/Propos er"), hereby swears (or affirms) on behalf of
Bidder/Proposer the following:
(1) That Bidder/Proposer has received and read the Contractor Env ironmental Packet.
Bidder/Proposer also understands that the Contractor Environmental Packet is not intended to be
all-inclusive , but rather a guideline for environmental responsibility.
[Strike the item indicated below that does NOT apply in this Affidavit.]
(2) That Bidder/Proposer has not been served with any notices of vio la tion or notices of
enforcement or had any c ivil or crim inal fines or penalties imposed by any regulatory authority for
a violation of any Environmental Laws within the past three (3) years prior to the date of this
Affidavit.
(3) That Bidder/Proposer has been served w ith any notices of violation or notices of
enforcement or had any civil or criminal fines or penalties imposed by any regu la tory authority for
a violation of any Environmental within the past three (3) years prior to the date of th is Affidavit as
follows:
[I f Item (3) applies, use a separate sheet to list the notices of violation or enforcement, and
any adjudications of actual violations, along with copies of any compliance documents
issued by the regul atory authority in connection with the notices or actual violations, and
attach the separa te sheet to this affidavit.]
Subscribed to and sworn before me on th is the_ day of ______ , 20_
[Sea l]
Env iron mental Re cord Affid avi t
[10-09-0 7 Edit ion ]
Notary Pub li c
State of Texas
My commission expire s ____ _