HomeMy WebLinkAboutContract 45679CITY SECRET
D. .E. FILE
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PROJECT MANUAL
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THE CONSTRUCTION OF
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GLEN GARDEN STORM DRAIN IMPR O VEMENTS
City Project No. 00476
Betsy Price Tom Higgins
Mayor City Manager
S. Frank Crumb, P.E.
Director, Water Department
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Transportation and Public Works
2014
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TBF'� FIRM #F-312
Halff Associates, Inc
4000 Fossil Creek Blvd.
Fort Worth TX, 76137
FiNin Registration No. 312
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Cit of FortVVorth
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Standard Construction Specification
Documents
Adopted Septe�nber 201 1
00 00 00 - �
STANDARD CONSTRUCTION SPECIFICA7'ION DOCUMF,NTS
Page 1 of 5
SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 2l 13 Instcuctions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form U�lit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minoriiy Business Enterprise Goal
00 52 43 Agreement
00 61 13 Perfonnance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division Ol - General Requirements
O1 11 00 Summary of Work
01 25 00 Substitution Procedures
O1 31 19 Preconstruction Meeting �
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 33 00 Submittals
01 35 13 Special Project Procedures
O1 45 23 Testing and Inspection Services
O1 50 00 Temporaiy Facilities and Controls
Ol 55 26 Street Use Permit and Modifications to Traffic Control
Ol 57 13 Stonn Water Pollution Prevention Plan
O1 58 13 Temporary Project Signage
01 60 00 Product Requirements
O1 66 00 Product Storage and Handling Requirements
Ol 70 00 Mobilization and Remobilization
O1 71 23 Construction Stalcing and Survey
Ol 74 23 Cleaning
O1 77 19 Closeout Requiremeuts
01 78 23 Operation a��d Maintenance Data
Ol 78 39 Project Record Documents
CITY OF FORT WORTH GLENGARDEN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OOd76
Revised November 22. 2013
000000-2
S7'ANDARD CONSTRUCTION SNECIFICA"I'lON DOCUMENTS
Page 2 of 5
Technical Specifications listed below are included for this Project by i•eference ancl can be
viewed/do�vnloadeci from the City's Buzzsaw site at:
htqs://projectpoint.buzzsaw.com/client/fortworthgov/Resow�ces/02%20-
%20Construction%20Documents/Specifications
Division 02 - Existing Conditions
02 41 l3 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modifications to Existing Concrete Structures
Division 31 - Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
31 23 23 Borrow
31 24 00 Embankrnents
31 25 00 Erosion and Sediment Control
Division 32 - Exterior Improvements
32 O1 17 Permanent Asphalt Paving Repair
32 O1 18 Temporary Asphalt Paving Repair
32 O1 29 Concrete Paving Repair
32 11 23 Flexible Base Courses
32 11 29 Lime Treated Base Courses
32 11 33 Cement Treated Base Courses
32 12 16 Asphalt Paving
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
32 17 25 Curb Address Painting
32 31 13 Chain Fences and Gates
32 3l 26 Wire Fences and Gates
32 31 29 Wood Fences and Gates
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing
33 O1 31 Closed Circuit Television (CCTV) Inspection
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CI'I'Y OF FORT WOI2TH GLENGARDEN
S"I'ANDAItD CONST'i2UCT10N SPECIFICATION DOCUMENTS 00�176
Revised November 22, 2013
000000-3
STANDARD CONS"1'RUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mai�is
33 04 50 Cleaning of Sewer Mains
33 OS l0 Utility Trench Excavation, Embedment, and Backfill
33 OS 12 Water Line Lowering
33 OS 13 Frame, Cover and Grade Rings
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
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33 OS 17 Concrete Collars
33 OS 20 Auger Bo�•ing
33 OS 22 Steel Casing Pipe
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33 OS 26 Utility Markers/Locators
33 OS 30 Location of Existing Utilities
33 11 OS Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pipe
33 11 ll Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 12 10 Water Services 1-inch to 2-inch
33 12 20 Resilient Seated Gate Valve
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33 12 25 Comiection to Existing Water Mains
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33 12 40 Fire Hydrants
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 50 Sanitary Sewer Service Connections and Service Line
33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 60 Epoxy Liners for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 49 10 Cast-in-Place Manholes and Junction Boxes .
33 49 20 Curb and Drop Inlets
33 49 40 Storm Drainage Headwalls and Wingwalls
Division 34 - Transportation
34 41 30 Aluminum Signs
34 71 13 Traffic Control
99 99 00
Appendix
GC-4.01
GC-4.02
GC-4.04
GG4.06
GC-6.06.D
GC-6.07
GC-6.09
GC-6.24
GR-Ol 60 00
Additional Specifications
Availability of Lands
Subsurface and Physical Conditions
Undergrou�ld Facilities
Hazardous Environmental Condition at Site
Minority and Women O�vned Business E��terprise Compliance
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
CI'I'Y OF PORT WOR'1'H GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OOd76
Reviscd November 22, 2013
000000-a
STANDARU CONS"1'RUCTION SPECIFICATION DOCUMENTS
END OF S�CTION
Page 4 of 5
CITY OF FOR"I' VJORTH GLENGARDGiV
STANDARD CONSTIZUCTION SPECIFICATION DOCUMENTS 00976
Revised November 22, 20I3
M&C Review
Page 1 of 2
Official site of the City of Fort Worth, Texas
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CITY COUNCIL AGENDA FtIRT��
COUNCIL ACTION: Approved on 6/3/2014
DATE: 6/3/2014 REFERENCE C-26820 LOG NAME: 20SW GLEN
NO.: GARDEN CONSTRUCTION
CODE: C TYPE: NON- PUBLIC NO
CONSENT HEARING:
SUBJECT: Authorize Execution of a Contract with Conatser Construction TX, LP, in the Amount of
$2,115,998.50 for the Construction of Glen Garden Storm Drain Improvements and Provide
for Contingencies and Construction Services for a Total Project in the Amount of
$2,467,598.35 (COUNCIL DISTRICT 8)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with Conatser
Construction TX, LP, in the amount of $2,115,998.50 for the construction of Glen Garden Storm Drain
Improvements.
DISCUSSION:
The purpose of this Mayor and Council Communication is to authorize the execution of a contract
with Conatser Construction TX, LP, in the amount of $2,115,998.50. This project will alleviate
property flooding on Timberline Drive and Hunting Drive, as well as roadway and property flooding on
Eastline Drive and Glen Garden Avenue. It will also decrease flooding in City-owned Tadlock Park.
This project was advertised for bid in the Fort Worth Star-Telegram on March 20, 2014, and March
27, 2014. On April 17, 2014, the following bids were received:
BIDDERS
Conatser Construction, TX, LP
Woody Contractors, Inc.
Ark Contracting Services, LLC
BID AMOUNT
$2,115,998.50
$2,514,262.50
$2,694,414.50
It is recommended that a contract be awarded in the amount of $2,115,998.50 to Conatser
Construction TX, LP. Costs for the implementation of this project will be funded by the Stormwater
Capital Projects Bond Fund.
The recommended contract award amount includes a pre-established field order allowance of
$171,500.00. Other budget items beyond the construction contract amount include $221,599.85 for
construction management, survey, material testing, and inspection, and $130,000.00 for contingency.
The total project budget is $2,467,598.35.
M/WBE Office - Conatser Construction TX, LP, is in compliance with the City's DBE Ordinance by
committing to 10 percent MBE participation. The City' s MBE goal on this project is 10 percent.
This project is located in COUNCIL DISTRICT 8, Mapsco 91 D, 92A and 92E.
http://apps.cfwnet.org/council�acket/mc review.asp?ID=19838&councildate=6/3/2014
6/4/2014
M&C Review
Page 2 of 2
( � FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Stormwater Capital Projects Bond Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P227 541200 208280047683 $2,115.998.50
i�.
�' Submitted for City Manager's Office by: Fernando Costa (6122)
,.
Originating Department Head: Douglas W. Wiersig (7801)
Additional Information Contact: Raul Lopez (2457)
ATTACHMENTS
00476 Glen Garden Drainage.pdf
I1�
�
I� http://apps.cfwnet.org/council�acket/mc review.asp?ID=19838&councildate=6/3/2014 6/4/2014
C1'I,Y OP FORT WORTH
TRANSPORTATION AND PUBLIC WORKS D�PARTNI�NT
ADD�NDUM NO. 1
GLEN GARllEN STORM DRA.IN IMPROVEMENTS
D.O.E.5416
CITY PROJECT NO. 00476
ADDENDUM R�LEASE DATE: Apri14, 2014
BID R�CEIVED DATE: Apri! 10, 2019
The Plans, Specifications and Contract Documents for the above referenced project are hereby
revised and amended as follows:
l. A pre-bid meeting was held on 04/O1/2014 and the following items were discussed:
, a. A brief overview of the project was given.
b. Glencrest 6°i Grade School construction phasing and coordination.
c. Sign-izl sheet fi•om the pre-bid meeting is included witll this addendum.
2. The following items are RFIs tliat came up dtu�ing or after the pre-bid meeting and tlie
responses given:
a. Q: Section 00 52 43, 3.3 Liquidated damages amount is not specified.
A: Section 00 52 43 of the C011t1'c�Ct CIOCL1I11e11tS will be reissued defining the
Liquidated damages per day.
b. Q: Section 00 41 00 Bid Form, 4. Time of completion states the contract time
shall commence no later than June 30`�' 2014. Is that correct?
A: Yes.
c. Q: Section 00 41 00 Bid Forzn, 4. Time of completion. Is the Contractor required
to fill out the number of days for the Final Acceptauce?
A: Yes. Contractor shall estimate the total tiine.
d. Q: Can the Proposal Form be revised to include a bid item for tempol•ary asphalt
paving?
A: Temporary pavement i•epair will not be z�equired sillce tlle vai-ious blocics v��ill
be closed to througl� ti•affic wl�ile contractor is worl<ing on the utilities. Uporl
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GLLN GARD�N STORM DRAIN IMPROVENI�NTS
AllD�NDUM NO. 1
completion of the utility worlc contractor shall construct the pe��manent pavement
pi•ior to movii�g on to a new area, where the work areas ai•e defined by the various
Traf�ic Control Plans. Contrac�or shall inaintain access to local traffic for
residents to get to their homes every evening.
e. Q: Is the unit of rneasure foi• bici ite�n 0241.3201 Rea�iove Sto�•m Sewer box
correct?
A: Bid item will be revised. The bid itein is foi• the removal of a Storin Sewer
� Juilction Box, Iten1 0241.3�03. See Ite�n 5 below (Clarification) and Iten� 6
detailing the z•evised Proposal Form.
f. Q: Can the Proposal Foz•m be r•evised to include a bid item fo�• thez•moplastic
striping as shown on plan sheets 39 and 42?
A: Yes, bid item will be added. See Item 6 detailing the revised Proposal Form.
g. Q: Slleet 3, Genez�al Notes — Division 32 — Exterior In�pz•ovements, Gezleral: Note
1. At locations where the curb and gutter are to be replaced the Contractor shall
asstmle all responsibility for re-establishment of existing street and gutter grades.
Establishment of grades shall be subsidiaiy itern of Worl<, tlle cost of which shall
be included in the price bid in the Proposal for various bid items. Why is the City
not providing consh•uction staking?
A: The City will }�rovide stalcing for NEW cuz•b and gutter. Confractor will be
responsible for reestablishing existing horizontal alignment and vertical grades
between sections of existing curb and gutter not removed. Contractor to
coordinate with city fo�' staking services in areas where significant curb and guttez•
removal is required and the existing grades need to be reestablished.
h. Q: Plans sheets 27, 28, and 29 sl�ow cable fencing to be removed, Is it required to
i•emove all of the fencing?
A: No. For Utility projects, fence removal as subsidiary to the trench and
temporary, and replacemeut is subsidiaiy to the cost of the project unless a bid
item is specifically provided in the proposal. Contractor is responsible for
restoration of portions of the fence removed to original or better than original
COIldlt1021.
i. Q: Is the quantity foi• chain link fence correct in the Proposal Foa•m?
A: Yes.
3. Replace Sectioz� 00 52 43 of the conh�act documerlts with the attached z�evised.
4. Repiace sheet 3 of tlie plans with the attaclled i•evised Genei•al Notes sheet.
Acldendum No. 1
GLCN GARDEN ST012NI DRAIN IIVIPROVTIVIrNTS
ADDENDUM iVO. 1
5. Clai•ification: Plan sheet 33 — Demolition Plan, plan calls for "REMOVE STORM
SEWER BOX" per as-vuilt cir�wings junction boY to be removed by contractor is "6'
STORM JUCTION BOX". See Item 6 detailing the revised Proposal rorm.
6. Replace entire proposal section with the version enclosed l�erein. (Revised excel
spreacisheet has been posted to Buzzsaw)
a. Removed bid item "0241.3201 Remove Storm Sewer Box"
b. Changed bid item c�uantity "0241.3403 Remove 6' Storm Junction BoY" fi•om 1
EA to 2 EA.
c. Added the following bicl items:
i. 3217,0501 24° SLD Pvmt Marlcing HAE (W) — 175 LF
ii. 9999:0006 Remove, Salvage and Reinstall Sigzi— 1 LS
ISSUED BY:
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Te�7• ar , .E., �Ialff Associates, Inc.
Email: tbarr cr,halff.com
Phone: (817) 847-1422
Addendum No. 1
GLrN GARD�N STORM DRAIN IMPROVEMENTS
ADDENDUM NO. 1
Please acicnowledge receipt of the Addendum in the following locations:
(1) In the space pz•ovided below
(2) In the amended Proposal
(3) Indicate in upper case letters on the outside of the sealed bid envelope:
"REC�IVED & ACKNOWL�DG�D ADD�NDUM NO. 1"
' Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be
considered "NON-RESPONSIVE", res�.7lting in disqualiiication. A sigt�ed copy of this
addenduixi shall be placed into the proposal at tlle time of bid submittal.
RECEIPT ACKNOWLEDGED:
B � � �a.-1� P �('
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Title:
Addendum No. 1
PRE-[31D M�ETING
GI�EN GARDEN STORM DR/�IN IMPROVEMENT'S
City of Fort Worth, Texas
April 1, 2014
ATTENDEES:
NAM� COMPANY PNONE EMAIL
Raul Lopez City of Fort Worth TPW �s��� 392-2457 raul.lopez fortworthtexas.�ov
Stormwater
Terry Barr Halff Associates, Inc. (817) 847-1422 tbarr@halff.com
�evi Hein Nalff Associates, Inc. (817) 847-1422 Ih�in@halff.com
LQ(��� . G��1MoNSn� 5�' L�tcS� ����t,����-- ��zo ��c��NE� ssr�ux:.�„r,,.
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Page 1
General Notes
Division Ol - General Rcyuiremeuts
Gcncral:
1. Thc Contractor shall bc responsiblc for (ocatina atI utilitics, whcthcr public or privatc, prior to cscavation. Thc
infonnation and data sho�an ���i[h respect ro existing underaround f:tcilities at ur contiguous to the site is
approximate and based on information furnished by the owners of such undergroimd facilities or on physical
appurtenances observed in the field. The City and �ngineer shall no[ be responsible for the accuracy or
completeness of any such infonnation or data. The Contracror shall have fuil responsibility for reviewing and
checking all such information or data, for bcating alI underaround facilities, for coordination of the �vork with
thc owncrs of such undcrground f:tcitiUcs during mnslivclion and for thc safcty and proteclion thcrcof xnd
rcpairing airy damagc thcrcro resulting tcom tlic \Vork. This Work shall bc considcrcd as a subsidiary itcm of
Work, the cost of �ahich shail be included in die price bid in the Proposal for various bid items. The Con[ractor
shall notify any afTected owners (utility cumpanies) or agencirs in writing at least 48 hours prior to conswction.
a. Notifp TEXAS 8 t I(1-300-D/G-TESSor ts�u�seteaas8l/.oro) to locate existiug utilities prior [o
COIt$l1UCt1011.
b. Caution! Buried electric lines may exist aloug this project. Contact electrical providers 48 hours prior to
cxcavation :
TXU ELECTRIC 800-344-8377
c.Caution! Buricd gas lincs may cxist along this projccf. Contacf ATh-IOS EI�BRGY48 hours prior to
cxcavation, and witl�in two (2) hours of cncountcring a gas linc (800-545-6005)
d. Caution! Buried communication cables may exist along tliis projecL Contact communication companies
48 hours prior to eacava[ion:
AT&T 800-395-0440
CHA2TER COA4AdUN/CAT/ONS 800-344-8377
' aCaution! Nhen doing work within 200 feet of any signalized intersection, the Contractor shall notify
Traffic Management Division of City of Poit Wortti T/PW, 72 hours prior to excavation (S t7-392-8100).
The Contractor shall protect existing signal hardware,ground boxes, detection loops, and underground
conduit xt signalized iutersectious. Any damaaes at sign�lized intersections shall be replaced a[ the
expense of the Cont�'acror. The Cuntraclor shall contacl the City at 817-392-8I00 to perfunn conduit
linc locates at signalized intersections 72 6ours prior to commencing work at the intersection.
' f.The Contractor shall notify the City of Fort \Vorth Project Manager 48 hours prior [o the start of any
excavation (2AUL LOPEZ, : R17-392-245�
2. Contractor's personnel shall have identifying cbthing, hats or badoes at xli times which identify (he Contractor's
namc, logo or company.
3. Protect concrete curb and gu[tcr, dcivcways, und sidewalks that are not designated for removal. Rcmoval and
' replacement of these items shall be as designated in the drawings.
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Division 32 - Exterim- Lnprovements
General:
I. At locations where the curb and gutter are to be replaced, the Contractor shall assume all responsibitity for the
re-establishment of existing street and gutter grades. Establisliment of grades shall be considered as a subsidimy
item of Work, thc cost of �vhich shall bc inc(uded in [he price bid in [hc Proposal for various bid itetns.
2. All driveways, wliicli are open cut, shall have at least a temporary driving surface at tl�e end of each day. The
temporary surface sliall be considered as a subsidiary item of Work. Tlie cost of whidt shall be included in Nie
price bid in the Proposul for various bid items.
Bikc Lanes and Shared Pavemcnt Markings:
1. Proposed bike lanes shoutd maintain a minimum effective widtli of 4 feet (measured from edge of gutter to
center of stripe).
2. Bicycle pavement markings should be located 20 feet from Ihe curb retum, stop bar, or cruss walk (whichever is
applicable) miless deno[ed othenvise in the drawinas.
3. CumUined width of bike lane and on-street parking should uut be less than l3 feet.
4. if travel laue is greater than 14 feet �vide, shared pavement markings shall be placed 4 feet fiom face of curb or
edge of on-street parking (whichever is applicable).
5. If travel lane is less than or equal to 14 feet wide, shared pavemen[ markings shall be placed in the midd(e of the
travellane.
3. Bike I�ne symbol, uirow, and shnred pavement markings should be repeated at the beginning of each intersection
4. On unintcrruptcd scctions of roadway, bike lanc symbol and arcow should not bc spaccd morc than 330 fcct apart
and shared pavement markings should not be spaced more than 250 feet apart.
5. Bike lane symboi, arrotv, and shared pavement markings should not be placed at private driveways or public
interseclions'.
(. Bike lanc striping shuutd be 4 inches solid whitq hot-applied thcnnoplastic ttnless speci6ed ufhenvise iu the
drawings. AIl other bike laine pavement markings shall also be white, hot applied thennoplastic untess otlie�vise
specified in the drawings.
7. Ai! dimensions are from face of curb and are to center of die pavement marking.
R. Shared pavement markings sl�ould not be used on facilities with a posted speed greater than 35 mph.
Sidewalks and Curb Ramps:
I. The curb ramp standard details are intended to show typicai layouts for the constiuction of the curb ramps. The
information shown on thc standard dctai(s mect tlic requiremeaGc shown in the>2012 Tcxas Accessibility
StaudardsN (TAS) and the>2010 ADA Standards for Accessible DesignN by the Department of Justice.
2. City of Fort �Yorth Standard Details are only intended to indicate pay Iimits for eaeh type of ramp, the Engineer
is responsible for the development and design of the sidewalk and curb ramp layout, including actuul dimensions
and slupc perccntagcs.
3. Tlic Contractor may not make changes to tl�e sidewatk and curb ramp layout witliout approval of Hie City. The
Contractm may propose changes to the sidewalk and curb ramp layout due to tield conditions, Uut any proposed
changes must be appruved by die City.
4. Curb ramp mm�ing slopes shall not be steeper than R3°/ (12:1). Adjust curb ramp leng[h or grade of approach
sidewalks as directed by the City.
5. Curb ramp flare slopes shall not bc steeper than 10% (10: t) as measured along back of curb.
6. Ma�imum allotvablc cross slopc on sidcwalk and curb ramp surtaces is 2%.
7. The mininmtn width of sidewalks and curb ramps shafl be 4 feet.
A. Landings shall be provided at the top of curb ramps. The landing e(ear Iength shati be 5 feet minimum Gom the
end of ramp. The landing clear width shall be at least as wide as the curb ramp, excludinb tlnres. The landing
shall havc a maximwn slopc of 2"/o in any dircction.
9. In altcrxtions �vherc thcrc is no landing at thc rop of the cw'b ramp, ctuU ramp flares shall be provided aud shall
nof be steeper Ihan R.3 %( I 2:1).
10. Where turning is required, maneuvering space at the top and bottom of curf� ramps shall be 5 feet by 5 feet
minimum. The space at the bottom shall be wholly contained within the crosswalk markings and s6all no[ projec[
into vehicular traffic lanes.
I I. Cwb r�mps wid� returned curbs muy be used only where pedestrians wou(d norniatty walk across the r.�mp, either
bccausc thc adjaccnt surfacc is pianting or othcr non-walking surfacc or bccausc thc sidc approach is
substan[ially obstructcd.
12. \4�here curb ramps are proaided, cirosswalk markings shall be required and ramps shall be aligned wiUi the
cross�valk.
13. Counter slopes o( adjoining gu[[ers and road surfaces immediately ttdjttcent to tlie curb rump shall not be s[eeper
than 5%(20:1) in any dircctiun.
Divisiun 33 - i7tilities
General:
I. Por ulility work within utility cascmcnls, OOCC �)I�)C UI' :1�)�7i1fICtl80CCS I18VC I1CCI1 IIIS(BIIC(i OP i CII:IVII��:l(C(I, i
mmediately conunence temporary sm face �estoration. Complete sw face restoration to the ownei's satisfiaction
wilhin seven (7) days of work �inishing on-sile Failw-e lo mamtain surface resto�ation, as noted nbove, may
result in suspensian of �vork ttntil restoratiott is complete.
2. E�istina vertical deBections and pipe slopes shown on the dra�vings are approsimate and liave not been tield
veritied, unless othe��vise noted. Rim elevutions, ilo�v lines, and horizontal locations of existing manholes were
dctcrmincd tiom ticld survcy. If ticld conditions vary from thosc shuwn on dra�s�ings Contractor shail notify
City.
3. tvtaiutain all existing water and se�ver connections ro cusromers in working order at at! times, except for brief
intenuptio��s in service for water and se���er sen�ices to be reinstated. In no case shall services be allowed to
remain out uf service uvzmight.
4. Gstablish and maintain a trcnch safcty systcm in accordancc with dic c�cavation safcty plan and Fcdcral, Statc or
local safery requirements.
5. Provide and follow approvcd Confined Space Entry Program in uccordancc with OSHA requirements. Confined
Spaccs shatt include manholes and all other confincd spaces in accordancc wid� OSHA's Pennit required for
Confined Spaccs.
6. Oniy Ciry prequalified Contractors, by appropriate Water Department �vork category, shall be allowed to adjust
valve boxes, manholes, ring & covers, ele.
\Va[cr:
I.
2.
3.
4.
5.
6.
Provide thrust resuaint by means of restrainingjoinLe at fittings and conerete blocking. When specitically
indicated on the Drawings, provide thnist restraint at designatedjoints beyond the tittings. Eacli method shall be
capnble of th�Ust restraint independen[ of the other system. The Contractor shali refer to City Standard Details
for arca required tu install concrete blucking.
All ductilc iron mcchanical joint fittings shall bc restraincd to pipc using rctaincr glands.
Proposed wa[er mains shall have a minimum cover of 48-inches cover above the top of pipe, unless shown
othern�ise on the dra���ings or details.
All wa[er services shall be instal(ed abo��e srorm sewers, except where shown othenvise in [he dra�vings.
Elevation udjustment at connections muy be mude �vith bends, offsets, orjoint deflections. Joint deflections shall
uot exceed fifty percent (50%) of manufach�rer's reconnnendations.
Temporary pressurc pl�gs rcquircd for sequencing of construction and tesling of proposed wuter lines shall bc
considercd subsidiary to ttre work and shall be inetuded in the price bid in the Proposat f'or various bid items.
Sanitary Setver:
L Verify that all connections ro the sanitaiy se�a�er system are for sunitmy se�ver only. Notify City of any
discovcred illicit conncctions.
2. Thc Contracror shall bc liablc for all damagcs to propertics, liomcs, and bascmcnts from backup, wliich may
result during the installation of new pipe and/or abandonment of eaisting pipe. The Contracror ���ill be allowed to
open clean outs where available. The Contractor tvill be responsible for all clean up associated �viUi opening
clean outs.
3. For aIt sanitary sewcr scrvice connections at manhules, provide a hydr.iulic slide iu accordxnce wilh the detAils.
Stonn Drain:
1. Maintain the existina stomi drvinage system until the proposed system is in service. In no case should the
Con[ractor lesve Ihe existing storm dr:�in ou[ of service whereby runoff would cuuse d�muge to adj:�cent
�1"O�)CCIY.
2. Constivct all drainage improvements &om the downstrcam end to [he upsh'cam end to allow conti�med stomi
drain sen�ice. If the Contractor proposes to construct the system othenvise, the Contrac[or shall submit a
sequencing plan to ttie City for approval.
3.Take appropriate measures m preserve wildlife in accordance with applicable federal, state and (ocal guidelines.
Divisiou 34 - Transportation
General:
1. Notify Traffic Management Division (A U-392-7738) at least one week prior [o starting work on Traffic Signals.
Z. Notify Traffic Management Division (8(7-392-7738) Project Representa(ive at least 24-hours in advance of all
concrete pours. Inspector must be present when concrete is placcd on the projcct site.
3. Equipment supplied by the City will be availablc 1'or pick up from the Transponatiou/Public Works (T/PW)
Warehouse at 5001 Iames Avenue or other sites designated by the City. The Project Representative must
authorize all equipment pickups.
4. All pier foundations shalt have one continuous concrete pour.
5. No traffic signal pules shall be placed on foundations until seven days havic elapsed following the pouriuo of
concrete.
6. ins[aii the required electric services and ob[ain an electrical service pennit in each instance, q�e cost of which
will be waived by the City.
Traflic Siguals:
L Existing signal equipmcnt shall rcmain in placc and operating until new equipment is in place and ready to operate.
2. Existing stop signs and pasts wil( bc rctnovcd by City forccs upon, or bcforc, the signal turmon.
3. Unless directed by the Ciry, signals shall be placed in full operation behveen 9:00 a.m. and 12:00 p.�n. (noon) on
Monday through Thursday only. A representative fi�om Ihe Traffic Services Division shall be present when the
signal is placed in operation. The Contractor shall contact Tra�c Management Division (817 -392-7738) to
arrange time and date of signal turn-on.
Luminaires:
I. All new streedigh[ pole rypes shuuld m�[ch those of the surrounding areu of Foit Wortii for �vhich they are being
instalicd in. Contact the City at (817)-392-7738 for dircction on light polc types allon�ed in particular areas. Thc
same poies shalt be consistenNy used throughout subdivisions.
Signs:
All signs and hardware sho�vn in lhe drnwings will be furnished by Ihe Conlrac[or, except for the Metro Street Name Signs
and hardwarc, which wili bc f'urnishcd by tlic City.
ConshUction Adjacent to 1'ublic P�rk:
L Contractor shall pruvide fencing or other proper measures around [he diip line of Ihe trees to prevent equipment or
vehicles from driving across the critical root zone or nny materials from being slored within the zone.
2. Usc of parkland or parking lot for smraoc of equipment and materiais, or lor pnrking of cquipmcnt or vchicles, is
prohibited. The conlractor shall be obligated to restore H�e parkl.md or parking lo[ as directed by the PACSD
�vhen damage is caused by violations.
3. A fee o(5500.00 per day unlil the propeny is restored will be assessed if equipment or vehicles- are found on parkland.
PROPOSED
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TBPE FIRM NF-312
Project No.: 25114A
issued: 03/06174
Drawn By: HALFF
Checked By: HAIFF
Shee[ Tttle
GENERALNOTES
3
Sheet Number
CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 2
GLEN GARDEN STORM DRAIN IMPROVEMENTS
D.O.E.5416
CITY PROJECT NO. 00476
ADDENDUM RELEASE DATE: April 9, 2014
BID RECEIVED DATE: Apri117, 2014
The Plans, Specifications and Contract Documents for the above referenced project are hereby
revised and amended as follows:
1. SECTION 00 11 13 INVITATION TO BIDDERS Page 1 of 2 Bid Date is herebv
revised from Thursdav, Apri110, 2014 to Thursdav, Apri117, 2014.
2. Clarification on Addendum No. 1, Item 2.d, Q: "Can the Proposal Form be revised to
include a bid item for temporary asphalt paving?"
A: Bid item for temporary asphalt repair will be added. See Item 5 detailing the
revised Proposal Form. Upon completion of the utility work contractor shall
construct the temporaiy asphalt repair prior to moving on to a new area, where the
work areas are defined by the various Traffic Control Plans. Contractor shall
maintain access to local traffic for residents to get to their homes every evening.
3. Replace Section 00 11 13 of the contract documents with the attached revised.
4. Replace sheet 35 of the plans with the attached revised Typical Sections sheet.
5. Replace entire proposal section with the version enciosed herein. (Revised excel
spreadsheet has been posted to Buzzsaw)
a. Removed bid itein "3211.0113 8" Flexible Base, Type A, GR-1"
b. Removed bid item "3212.0303 3" Asphalt Pvmt Type D"
c. Changed bid item quantity "3212.0302 2" Asphalt Pvmt Type D" from 2,138 SY
to 9,942 SY.
d. Added the following bid iteins:
Unit I: Water Improvements
i. 3201.0400 Temporary Asphalt Paving Repair — 983 LF
Unit II: Sewer Improvements
ii. 3201.0400 Temporaiy Asphalt Paving Repair — 519 LF
Unit III: Paving and Drainage Improvements
GLF,N GAI2DEN STORM DRAIN INIYI20VLNII�N'I'S
Al)llTNDUNI NO. 2
iii. 3211.0702 8" Cement rl'reatmeiit — 7,404 SY
iv. 3201.0400 Tempc�rary Asphalt Paving Repaiz• — 2,840 LF
ISSt1EI� BY:
`_�_ —�"'
�"".-�
��_._ —�---,,
'Terry ari•, P,E., IIalff Associates, Inc.
� Finail: tb�ri•(c�llal�lf.com
Phone; (817) 847-1422
fld�iendu�i� No. 2
GLEN GARDEN STORM DRAIN IMPROVEMENTS
ADDENDUM NO. 2
Please acknowledge receipt of the Addendum in the following locations:
' (1) In the space provided below
(2) In the amended Proposal
(3) Indicate in upper case letters on the outside of the sealed bid envelope:
"RECEIVED & ACKNOWLEDGED ADDENDUM NO. 2"
Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be
considered "NON-RESPONSIVE", resuiting in disqualification. A signed copy of this
addendum shall be placed into the proposal at the time of bid submittal.
RECEIPT ACKNOWLEDGED:
�o nG.-� 2 �`
. �fC�JC��r1- �-'
Title:
Addendum No. 2
Cl"1'Y OF FOR'1' �NORTH
TRIINSPOR`l A'I'ION r1ND PUBLIC WORKS DF,PARTMENT
ADllENDUM NO. 3
CLEN GAI2DLN S'TORM DI2.A.IN IMPROVI;MENTS
D.O.E.5416
CITY PROJECT NO. 00476
f1DDENDUM RELF_,ASE DATE: April 16, 2014
BID RECEIVED D�TE: fl�f�il 17, 20Y4
The Plans, Specifications and Contract DocumentS for tlie above referenced project are herevy
revised and amended as follows:
1. Clariiication o�l Addenduna N�: 2, Sheet 35 — Typic�l Sections Bid Item 3211,0702 �"
Cen�eilt Treatment. Rate of ceinent applicatioii 26 LB/SY.
2. Replace sheet 35 of the plans with the attaclzed revised I'ypical Sections slleet.
ISSUED BY:
��---------
-----_.
'Tei B•, P.E., HalFf ssociaies, Inc.
�mail: ��tbarr(cr7,halff.coill
Phone: (817) 847-1422
GLEN GARDEN STORM DRAIN IMPROV�MENTS
ADDENDUM NO. 3
Please acknowledge receipt of the Addendum in the following locations:
(1) In the space provided below
(2) In the amended Proposal
(3) Indicate in upper case letters on the outside of the sealed bid envelope:
' "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 3"
Failure to acknowledge the receipt of Addendum No. 3 could cause the subject bidder to be
considered "NON-RESPONSIVE", resulting in disqualification. A signed copy of this
addendum shall be placed into the proposal at the time of bid submittal.
RECEIPT ACKNOWLEDGED:
�
By: J�`� _ ��1cX.-�C� �
Addendum No. 3
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DESIGN POWT
BACK OF CURB I-
TAMPED TOPSOIL
PER SECTION -' 6�� `
32 91 19
�" PER FT. (MIN.)
41 (MAXJ �
�
3"-4"
EXISTING
ASPHALT
PVMT
VARIABLE `!lIDTH �RIGHT--0E-I^!AY
29' ROADYlAY
2" ASPNALT I '�" �tMENT TREATED
PAVEMENT 6„
PER SECTION�
32 12 16
DESIGN POINT
� —'�I BACK OF CURB
TAMPED TOPS01�
EXISTING OR ' 6�� "- PER SECTION
PROPOSED 32 91 19
STANDARD 6" CURB Y4, pE� FT, (MIN.1
BY 24" GUTTER PER 41 (MAX.1
32 16 13-D534
� ' �
• .:7 � � 3� x.
COMPACTED ' � <> ' . COMPACTED
:r /� ACCEPTABLE
ACCEPTAB E " �
NATIVE BACKFIIL
PER SECTION
31 24 00
2" WEDGE MILLING
5-FOOT WIDTH
AS REQUIRED
PER SECTION 02 41 75
a PER FT. (M�N,� STANDARD 6" CURB PER SECTION
4:7__ �M,qx � BY 24" GUTTER PER 32 12 16
32 16 13-D534
6
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---'�-_
COMPACTE� � r �` '_ '
ACCEPTAB�E -�T
�
-I PER SECTION
� 31 24 00
EXISTING TREATED
SUBGRADE UF ANY)
DESIGN POINT DESIGN POINT
BACK OF CURB j' 29' ROADWAY I BACK OF CURB
TAMPED TOPSOIL TAMPED TOPSOIL
PER SECTION -` 6�� � EXISTING OR 2" ASPHALT I EXISTING OR 6�� PER SECTION
y„
32 91 19 PROPOSED PAVEMENT � ��-6" CROWN EXISTING PROPOSED 32 91 19
�_
NATIVE BACKFILL , �� ' -"'------_—_
PER SECTION _
31 24 00
EXISTING TREATED
SUBGRADE UF ANY) pU�VERIZE TO ,o�� oEPTH. T Y P I C A L S E C T I O N I
GLEN GARDEN AVE9 EASTLINE DRo9 TIMBERLINE DRo9 HUNTING DRo
IM TS D FINED BY PL N
IA 1^ H T- -WA
MIILING NOTES:
1.WEDGE MILL THE EXISTING ASPHA�T PAVEMENT FROM THE LIP OF GUTTER TO A DEPTH
OF 2-INCHES ANO TRANSITION TO MATCH THE EXISTING PAVEMENT (0-INCH CUT) A WIDTH
OF 5-FEET.
2. PROVIDE A MILLED SURFACE THAT PROVIDES A UNIFORM SURFACE FREE FROM GOUGES,
RIDGES, OIL FILM, AND OTHER IMPERfECTIONS OF WORKMANSHIP WITH A UNIFORM
TEXTURED APPEARANCE.
3.IN ALL SITUATIONS WHERE THE EXISTING HMAC SURFACE CONTACTS THE EXISTING CURB
FACE, THE WEDGE MILLING INCLUDES THE REMOVAL OF THE EXISTING ASPHALT COVERING
THE GUTTER lJP TO AND ALONG THE FACE OF CURB
4. BUTT JOINT MILLING
a. MILL BUTT JOINTS INTO THE EXISTING SURFACE, IN ASSOCIATION YIITH THE 41EDGE
MILLING OPERATIONS.
b. BUTT JOINT SHALL PROVIDE A FULI WIDTH TRANSITION SECTION AND A CONSTANT
DEPTH AT THE POINT WHERE THE NEW OVERLAY IS TERMINATED.
c. TYP.ICAL LOCATIONS FOR BUTT JOINTS ARE AT THE BEGINNING AND THE ENDING OF
STREETS WHERE PAVING MATERIAL IS REMOVEO. PRIOR TO MILLING OF THE BUTT
JOINTS, CONSULT THE CITY FOR FINAL LOCATION AND LIMITS OF THESE JOINTS
d.BIJTT MILLED JOINTS ARE RE�LIIRED ON BOTH SIDES OF ALl ITEMS WHICH TRANSVERSE
THE STREET AND END THE CONTINl11TY OF THE ASPHALT OVERLAY SURFACE.
e.MAKE EACH BUTT JOINT 20-FEET �ONG AND MILLED OUT ACROSS THE FULI WIDTH OF
THE STREET SECTION TAPERED TO A DEPTH OF 2-INCHES.
fi. TAPER THE MIILED AREA IYITHIN THE 20-FEET TO A DEPTH FROM 0-INCH TO 2-INCH AT
A LINE ADJACENT TO THE BEGINNING AND ENDING POINTS OR INTERMEDIATE TRANSVERSE
ITEMS.
EMBEDMENT FOR
STORM SEWER
ALL SIZES
PER SECTION
33 05 10
PULVERIZED MATERIAL
� 26 LBS./SY PER
SECTION 02 41 15 AND
�2 11 33
HMAC STANDARD 6" CURB y4 � PER FT. (MIN.)
PAVEMENT BY 24" GUTTER PER 4;��Mqx.)
(VARIES) 32 16 13-D534
. . . . �`.. 6�,
� ', �
, 0 �i
,e �-�� � � . / // �f�
`� � � COMPACTED
_ ' `�' ACCEPTABIE
--- �-" � ^„� � NATIVE BACKFILL
PER SECTION
' 31 24 00
�-2" V/EDGE MILLING
5-FOOT WIDTH
PER SECTION 02 41 15
EXISTING TREATED
SUBGRADE QF ANY)
ASPHALT PVMT TRENCH
REPAIR - RESIDENTIAL STREETS
32 01 17 - D521
VARIABLE � WIDTH _�
PIPE SIZE
2" ASPHALT PVMT
� PER SECTION 32 12 16
3"-4" EXISTING $�� FLEX BASE
ASPHALT PVM�� �'ER SECiION 32 11 33� I�SAWCUT (TYP.)
� �-nCI.�S�.rn(l� \
TYPICAL SECTION 2
EASTLINE DRa, HUNTING DRa, EL RANCHO RD
LIMITS DEFINED BY PLAN
' EXISTING TREATED
SUBGRADE (IF ANY)
�O.D. OR O.W.
�,
BACK�I�L AS SPECIFIED
IN PLANS
PAY LIMITS WIDTH FOR
TEMPORARY PAVEMENT —
REPAIRS�
I , TRENCH WALL
TYPE WIDTH € �
� RCP O.D. � 2' �
RCB O.W. • 4' E
WATER 0.0. � 1' (
SEWER O.D. �2' �
f �000g�0000�0000a�0000�d
ionno n oni�ol.n on/la-,n onno n onn
TEMPORARY ASPHALT PAVEMENT REPAIR
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IEVI R HEI.N
or/ �� /�y
TBPE FIRM #P-312
001113-1
INVITATION TO E3IDDEIZS
Page 1 of 2
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S�CTION 00 11 13
INVITATION TO BIDDERS
REC�IPT OF BIDS
Sealed bids forthe construction ofGLENGARDENSTORMDRAINIMPROVEMENTSwill be
received by the City of Fort Worth Purcl�asing Office:
City of Fort Worth
Purchasing Division
1000 Throcicmorton Street
Fort Worth, Texas 76102
Until 1:30 P.M. CST, Thursday April 17, 2014, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambers.
G�NERAL DESCRIPTION OF WORK
The project limits in general are located on Eastline Drive from Fairway Drive to Hunting Drive,
Hunting Drive from Eastline Drive to El Rancho Road, E1 Rancho Road between Hunting Drive
and Gardenia Drive and Glen Garden Ave fi•om Glen Garden Drive to Alloway Road. The major
work will consist of the (approximate) following: Removal of 1,200 LF of existing storm drain
and consh•uction of approximately 3,615 LF Storm Sewer by open cut. Locating and protecting
(bracil�g) existing during storm drain installation is the responsibility of the coutractor. Construct
approximately 9,940 SY Aspha]t Pavement, 1,450 LF of PVC and DIP Water Line (8-, & 12-
inch) by boring aud open cut. Construct 225 LF of 8-in DIP Sanitary Sewer by open cut.
PI2�QUALIFICATION
The improvements included in this project must be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for qualification and pre-
qualification are outlined in tl�e Section 00 21 13 —INSTRUCTIONS TO BIDDERS.
DOCUM�NT �XAMINATION AND PROCUREMENTS
The Bidding and Contr•act Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth o� v•or /g�urchasing./ and
clicking on the Buzzsaw linlc to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased from Halff Associates, Inc.
4000 Fossil Creek Blvd., Fort Worth TX, 76137
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with full size drawings: $120.00
Set of Bidding and Contract Documents with half size (if available) drawings: $45.00
PR�BID CONFERENCE
A prebid confej•ence will be l�eld as described in Section 00 21 13 -1NSTRUCTIONS TO
BIDDERS at tl�e followi»g location, date, and time:
DATE: Tuesday, April 1, 2014
TIME: 1:00 PMC.S.T
PLACE: Room #270
' CiTY OT' PORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS 00976
Revised July l, 2011
0011 13-2
INVITATION TO BIDDERS
Page 2 of 2
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Tra�aspor�tatiorr �n1d Pi�blic Works
1000 Throck»�oT•ton Str•eet, 2ii1 Floo�•
Fort Worth, Texas 76102
LOCATION: Secor�d Floor• oi� east side of bzrildif7g i» Tra�asportation and Public Works
CITY'S RIGHT TO ACC�PT OR REJECT BIDS
City reserves the right to waive iri•egularities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Racrl Lopez, P.E., City of Fort Worth
Email: Rai�l.Lopez c�r forh��orthtexas.gov
Phone: 817-392-2457
AND/OR
Attn: Ter•ry Barr•, P.E., Halff Associates, Inc
Email: tba�°N@haff.com
Phone: 817-847-1422
AND/OR
Attn: Levi Hein, P.E., Halff Associates, Inc
Emai 1: lheif�@halff. com
Phone: 817-8�t7-1422
ADV�RTISEMENT DATES
Marc1� 20, 201 �
March 27, 201 �
END OF SECTION
C1TY OF FOR7' WORT}{
STANDARD CONS'I�I2UCT10N SPECI['ICATION DOCUMENTS
Revised ,luly 1, 2011
GLEN GARDEA�
OOF76
00 21 13 - I
INSTRUCTIONS TO [31DDGRS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
11. Terms used i�� tl�ese INSTRUCTIONS TO BIDDERS, whicl� are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have tl�e
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnersl�ip, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under tl�e Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partneiship, company, association, or
co�•poration acting directly through a duly autl�orized representative, submitti»g a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.23. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1.Neitl�er City nor Engineer shall assume a�1y responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only fo�• the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are reguired to be prequalified for tl�e work types
requiring prequalification at tlle time of bidding. Bids received fi•om contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are as follows:
3.1.1. Paving — Requirements dociunent located at;
https://proj ectpoint.buzzsaw.com/fortworthgov/Resources/02%20-
%20Construction%20Documeuts/Contractor%20Prequalification/TPW%20Paving
%20Contractor%20Prequalificatio�i%20Pro�ram/PREQUALIFICATION%ZOREO
UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TPW%20Pavin�
%20Contractar%20Prequa) ification%20Pro�ram/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public
CITY OF FORT W012'1'H
STANDARD CONSTRUCTION SPECIPICA'['ION DOCUMEN'I:S
Revised November 27. 2012
GI.EN GARDEN
OOd76
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1NSTRUCTIONS TO BIDDERS
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3.1.3. Wate�• and Sanitary Sewer — Requirements document located at;
https://proj ectpoint.buzzsaw.corn/fortwo�-th �ov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prec�ualification/Water%20and%2
OSanitary%20Sewer%20Contractor%20Prequal ification%20Program/W SS%20pre
qual%20requirements.doc?public
3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
seven (7) calendar days prior to Bid opeuing, tl�e documentatioi� identified in Section 00
45 11, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or guestions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. 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 its 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.
3.4.In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder shall:
4.1.1. Examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "teclmical data" referred to in
Paragraph 4.2, below). No infonnation given by City or any representative of the
City other than that contained in the Contract Documents and officially
promulgated addenda thereto, shall be binding upon the City.
4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Worl<.
4.1.3.
CITY OP PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN7'S
Revised November 27, 2012
GIEN GARDGN
noa��
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INSTRUCTIONS "I'O BIDDERS
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4.1.4. Study all: (i) repoi-ts of explo�•atious aud tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsucface structures at tl�e Site (except Underground Facilities) tl�at
I�ave been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
at the Site tl�at l�ave been identified in the Contract Documents as coi�taining
reliable "technical data."
4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
tl�e info�-mation which the City will furnisl�. All additional information a��d data
whicl� the City will supply after promulgation of the formal Contract Documents
shall be issued in the fonn of written addenda and shall become part of the Contract
Documents just as tllough such addenda were actually written into the original
Contract Docwnents. No information given by the City other than that contained in
tl�e Contract Documents and officially promulgated addenda thereto, sl�all be
binding upon tl�e City.
4.1.6. Perform independent research, investigations, tests, borings, and such other means
as may be necessary to gain a complete knowledge oftl�e conditions wl�ich wil] be
encountered during the construction of the project. On request, City may provide
eacl� Bidder access to the site to conduct such examinations, investigations,
explorations, tests avd studies as each Bidder deems necessary for submission of a
Bid. Bidder must fill all holes and clean up and restore the site to its former
conditions upon completion of such explorations, investigatiovs, tests and studies.
4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
cost of doing the Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, researcl�, tests, explorations, and other data wl�ich are
necessary for full and complete information upon which the proposal is to be based.
It is understood that the submission of a proposal is prima-facie evidence that tl�e
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
sl�all not take advantage of any gross error or omission in the Contract Documents,
and the City shall be per•mitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
tl�e site which have been utilized by City in preparation of the Contract Docu�nents.
The logs of Soil Borings, if any, on tl�e plans are for general info�•mation only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
GLEN Gf1 RDEN
OOd7G
0021 13-4
1NSTRUCTIONS T'O BIDDERS
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4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
tl�e site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on reguest. Those reports and drawings may not be part of the Contract
Documents, but tl�e "technical data" co»taii�ed tl�erein upon which Bidder is entitled
to rely as provided in Paragraph 4A2. of the General Conditions has been identified
and established in Paragraph SC 4.02 oftl�e Supplemeutaly Conditions. Bidder is
responsible for a»y interpretation or conclusion drawn from a��y "technical data" or
any other data, interpretations, opinions or information.
4.3. The submission of a Bid will constitute an iilcontrovertible representation by Bidder (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is pre�nised upon perfor�ning and furnisl�ing the Work required by the
Contract Documents and applying the specific means, methods, teclmiques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and tl�e
written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
etc., have not been resolved through the interpretations by City as described in
Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
and convey understanding of all terms and conditions for performing and furnisl�ing the
Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
Paragrapli 4.06. of the General Conditions, unless specifically identified in the Contract
Documents.
5. Availability of Lands for Work, Etc.
5.1. The lands upon which the Worlc is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified i�l tl�e Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in tl�e Worlc are to be obtained� and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by City w�less otherwise provided in the
Cont�•act Documents.
5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
in Paragraph SC 4.O1 of the Supplementary Conditions. In the event the necessary right-
of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
the award of contract at any time before the Bidder begins any construction work on tlie
project.
CITY OF FORT WORTH
STANDARD CONS'I'RUCTION SPECIFiCATION DOCUMENTS
Revised November 27. 2012
GLEA� GfI RDEN
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INSTRUC'1'IONS TO FiIDDGRS
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5.3. The Bidder shall be prepared to commence const►•uction without all executed rigi�t-of-
way, easements, and/or permits, and shall submit a schedule to the City of how
coustruction will proceed in the otl�er areas of the project tllat do not require permits
and/or easements.
6. Interpretations and Addenda
6.1. All questions about tlie �neaning or intent of tl�e Bidding Documents are to be dil�ected to
City ii1 writing on or before 2 p.m., tl�e Monday prior to the Bid opening. Questions
received after this day may not be responded to. Inte�•pretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and otliei•
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Razil Lopez, P.E., Storn�water Management Divisiw7
Fax: 817-392-6543
Email: Raad.Lopez a fof•t��orthtezas.gov
Phone: 817-392-2457
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
63. Addenda or clarifications may be posted via Buzzsaw at
https://projectpoi»t.ba�zzsati-v.com/clie»t/for�hvorthgov/b�frastrtrctaire Projects/00476 -
Glen Garderr Drainage b��provenzents/Gef�eral Contract Docu»�ents and
Specificatiof�s/10 — Addenda..
6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of recor•d such Addenda as City considers necessary
in z•esponse to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Eacli Bid must be acco►npanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the rec�uirements of Paragraphs 5.01 of the General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUC"I'ION SPECIFICf1TtON DOCUMENTS
Revised November 27, 2012
GLGN GA/ZDGA�
OOd76
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INSTRUC7'IONS TO BIDDERS
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7.2. The Bid Bond of all Bidde�•s will be retained until the conditions of the Notice of Award
l�ave been satisfied. If tl�e Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and tl�e Bid Bond of that Bidder will be forfeited.
Such forfeiture sl�all be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to l�ave a reasonable cl�auce of receiving the award
will be retained by City until final contract execution.
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set fortli in the Agreement or incorporated therein by reference to tlle
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General
Conditions and is supplemented in Section O1 25 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of tl�e Ordinance can be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
Venture Form as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt fi•o�n the City as evidence tl�e
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other pe�son
or organization against whom Contractor has reasonable objection.
12. Bicl Form
12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained fi•om the City.
CITY OF FORT W012TH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised NovemUer 27, 2012
GLEN GARDEA�
OOd76
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14. Modification and Witlidt•awal of Bids
0021 13-8
INSTRUC'I'IONS TO BIDDERS
Page 8 of 9
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn p�•ior to the time set for bid opening. A request fo�• withdrawal must be
made in writing by an appropriate docu�nent duly eYec��ted in tl�e manner tl�at a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a witlidrawal rec�uest has been
properly filed may, at the option of the City, be returned unopened.
14.2. Bidders may modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
15. Opening of Bids
Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
abstract of the amounts of the base Bids and major alternates (if any) will be made available
to Bidders after the opening of Bids.
16. Bids to Remain Subject to Acceptance
All Bids will remain subject to acceptance for the time period specified for Notice of Award
and execution and deliveiy of a complete Agreement by Successful Bidder. City may, at
City's sole discretion, release any Bid and nullify the Bid security prior to that date.
17. Evaluation of Bicls and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work with the Successful Bidder. Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be 2•esolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among tl�e Bidders, Bidder is an interested paiiy to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted worlc which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
C17'Y OF FORT WORTH
STANDARD CONS"I'RUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
GLGN GARDEN
OOd7G
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
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17.2. City may consider the qualifications and eYpecience of Subcontractors, Suppliers, and
othec persons and organizations proposed for those portions of the Work as to wl�ich
the identity of Subcoutractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, perfor�nance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted pl•ior to the
Notice of Award.
17.3. City may conduct sucl� investigations as City deems necessaiy to assist iu the
evaluation of any Bid and to establisl� tl�e responsibility, qualifications, aild financial
ability of Bidders, proposed Subcontractors, Suppliers and other persons and
organizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time.
17.4. Contractor shall perform witl� his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by tl�e City
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of tlie City.
1'7.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas 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 nom•esident's principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certificates of Insurance, and all other required documentation.
City shall the�•eafter deliver one fully signed counterpart to Contractor.
�ND OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiF1CAT10N DOCUMENTS
Revised November 27, 2012
GLE�V GA2DEN
00476
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003513-1
CONFLICT OF INTEREST AFFIDAVIT
Page l of I
SECTION 00 35 13
CONFLICT OF 1NTEREST AFFIDAVIT
Each bidder, oiferor, or respondent (hereinafter also referred to as "you") to a City of Fort Woi-th
(also referred to as "City") procurement are required to complete Conflict of Interest
Questionnaue (the attached CIQ Form) and Local Government Of�cer Conflicts Disclosure
Statement (the attached CIS Form) below pursuant to state law. This afiidavit will certify that the
Bidder has on �le with the City Secretaiy the required documentation and is eligible to bid on
City Work. The referenced forms may be downloaded fi�om the website links provided below.
l�ttp://www.etllics.state.tY.us/forms/CIQ.�df
http://www.ethics.state.tx.us/forms/CIS.pdf
� CIQ Form is on iile with City Secretaiy
� CIQ Form is being provided to the City Secretaiy
� CIS Forin is on File with City Secretary
0 CIS Form is being provided to the City Secretary
: 11 '
l.n na,-�Se �- Co � O�ru. �-t i i�n X Ll� By: _ r���.. �p �xx.-�S e r-
Company (Ple Print)
�• �. � �� I� �-{' � O Signature: �
Address
�� f��'' 1 l l� Titie: ��i�S 1 C� `e l�l. -�
City/State/Zip (Please Print)
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 27, 2012
GLEN G�IItDE�V
0047(>
00 41 00
BID FORM
Page 1 of 3
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.: 476
Units/Sections: UNIT I: Water Improvements
UNIT II: Sewer improvements
UNIT IIi: Paving and Drainage Improvements
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form
included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and
conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
SECTION 00 41 00
BID FORM
GLEN GARDEN STORM DRAIN IMPROVEMENTS
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will
provide a valid insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any collusive agreement or rules of any group,
association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract.
For the purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the
bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive
levels, or (c) to deprive City of the benefits of free and open competition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Glen Garden_ADD No. 2 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
00 41 00
BID FORM
Page 2 of 3
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or
without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-
competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their
property to influence their participation in the bidding process or affect the execution of the
Contract.
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and
subcontractors:
a. Water Distribution, Urban and Renewal, 12-inch diameter and smaller
b. Sewer Collection System, Urban/Renewal, 8-inches and smaller
c. Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER)
d. Concrete Paving Construction/Construction (LESS THAN 10,000 square yards)
4. Time of Completion
4.1. The Contract Time Shall commence no later than June 30.2014 on which the Contractorshall start to
perform the work specified in the Contract Documents. The official Notice to Proceed may be given at
anytime within 14 days of the Effective Date of the Agreement as provided in Paragraph 2.02 of the General
Conditions
4.2. It is preferable the work affecting access to Glencrest 6th Grade School along Hunting Drive be constructed
during the Summer, Winter,or Spring school breaks.
4.3. The Work will be complete for Final Acceptance within 185 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.4. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete
the Work {and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph
5.01 of the General Conditions.
c. Proposal Form, Section 00 42 43
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Glen Garden_ADD No. 2 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
00 41 00
BID FORM
Page 3 of 3
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In
the space provided below, please enter the total bid amount for this project. Only this figure will be read
publicly by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is
subject to verification and/or modification by multiplying the unit bid prices for each pay item by the
respective estimated quantities shown in this proposal and then totaling all of the extended amounts.
Total Bid $2,115,998.50
7. Bid Submittal
This Bid is submitted on April 17, 2014 by the entity named below.
Respectfully sub itte
By:
(Signature)
Jerry Conatser
(Printed Name)
Title: President
Company: Conatser Construction TX, L.P.
Address: PO Box 15448
Fort Worth, TX 76119
State of Incorporation: Texas
Email: jerryCcr�,conatserconstruction.com
Phone: 817.534.1743
END OF SECTION
Receipt is acknowledged of the Initial
following Addenda:
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Corporate Seal:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Glen Garden_ADD No. 2 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
00 42 43
BIDPROPOSAL
Pogc 1 of 3
SECTION 00 42 43
PROPOSAIFORM
Bidder's Application
UNIT PRICE BID
Project Item Information Bidders Proposal
Bidlist Item No. Description Specification Unit of Q�d Quentity Unit Price Bid Vnlue
Section No. Measure
UNIT I: Water Improvements
- --- ---- ---- ---- ----- - - --. _ ------- - ----- - - ------ - --- -- ---- ---
0241.1012 Remove 6" Water �ine 02 41 14 LF 55 $ 5.00 $275.00
- - -- ___---------- --- ---- - --- --- -- - - ---------- --------
0241.1013 Remove 8" Water �ine 02 41 14 LF �5 $ 8.00 $600.00
0241.1015 Remove 12" Water Line 02 41 14 LF 185 $ 10.00 $1,850.00
0241.1302 Remove 6" Water Valve 02 41 14 EA 1 $ 100.00 $100.00
0241.1303 Remove 8" Water Valve 02 41 14 EA 2 $ 150.00 $300.00
0241.1305 Remove 12" Water Vaive 02 41 14 EA 1 $ 200.00 $200.00
0241.1218 4"-12" Water Abandonment Piug 02 41 14 EA 1 $ 600.00 $600.00
0241.1510 Saivage Fire Hydrant 02 41 14 EA � $ 300.00 $300.00
3304.0101 Temporary Water Services 33 04 30 LS � $ 5,000.00 $5,000.00
3305.0003 8" Wateriine Lowering 33 05 12 EA 3 $ 3,500.00 $10,500.00
3305.1102 16" Casing (STD 5/16") By Other Than Open Cut 33 05 22 LF 388 $ 225.00 $87,300.00
3305.2002 8" DIP Water Carrier Pipe 33 05 24 LF 388 $ 75.00 $29,100.00
3305.0111 Valve Box Adjustment 33 05 14 EA 17 $ 100.00 $1,700.00
3311.0161 6" PVC Water Pipe 33 11 12 LF 32 $ 30.00 $960.00
------ ---
- _ -- - -
3311.0261 8" PVC Water Pipe 33 11 12 �F 558 $ 34.00 $18,972.00
3311.0442 12" Water Pipe, CSS Backfiil 33 11 12 LF 340 $ 80.00 $27,200.00
------ ------ - - - -- - --------- - --- -----
3311.0462 12" PVC Water Pipe 33 11 12 LF 134 $ 45.00 $6,030.00
3311.0451 12" DIP Water 33 11 10 LF 40 $ 90.00 $3,600.00
3312.0001 Fire Hydrant 33 12 40 EA 1 $ 3,000.00 $3,000.00
3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA �� $ 1,200.00 $12,000.00
3312.2001 1" Water Service, Meter Reconnection 33 12 10 Eq 5 $ 400.00 $2,000.00
3312.2003 1" Water Service 33 12 10 EA 5 $ 800.00 $4,000.00
3312.3002 6" Gate Valve 33 12 20 EA � $ 900.00 $900.00
-- - -- --._._-------- -- - - - --- -
3312.3003 8" Gate Valve 33 12 20 EA 6 $ 1,100.00 $6,600.00
-- ----- - --- ___ _--- ------ ------ ---- ----- -
3312.3005 12" Gate Valve 33 12 20 EA a $ 2,000.00 $8,000.00
----- ------ ----._ --- __ .--- --.. ------ ---- - --
3201.0400 Temporary Asphait Paving Repair 32 01 18 LF 983 $ 12.00 $11,796.00
Sub-total Unit I: Water Improvements $242,883.00
UNIT II: Sewer Improvements
0241.2013 Remove 8" Sewer Line 02 41 14 LF 115 $ 10.00 $1,150.00
0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 2 $ 500.00 $1,000.00
3301.0001 Pre-CCN Inspection 33 01 31 LF 230 $ 4.00 $920.00
3301.0002 Post-CCN Inspection 33 01 31 LF 235 $ 3.00 $705.00
3301.0101 Manhole Vacuum Testing 33 01 30 EA 15 $ 200.00 $3,000.00
3305.0106 Manhole Adjustment, Major 33 05 14 EA �2 $ 800.00 $9,600.00
3305.1001 12" Casing (STD 3/8") By Open Cut 33 05 22 LF 156 $ 65.00 $10,140.00
3331.3102 4" 2-Way Cleanout 33 31 50 EA 13 $ 300.00 $3,900.00
3331.3101 4" Sewer Service 33 31 50 EA 6 $ 1,000.00 $6,000.00
3331.3106 4" DIP Sewer Service 33 31 50 EA 7 $ 1,300.00 $9,100.00
---------- -- --------_ -------------- -- -- - - - ----
3331.4119 8" DIP Sewer Pipe 33 11 10 LF 133 $ 70.00 $9,310.00
- --------- - ------- _ _ _ _.. _- _- - -- - .- --- - - --- - ------ - - ---- ---- --
3331.4120 8" DIP Sewer Pipe, CSS Backfill 33 11 10 LF 100 $ 95.00 $9,500.00
- -----. --- ---- --- ___. _. --- -- _-- --- --- - - - - -------- -- ---
3339.0001 Epoxy Manhole Liner 33 39 60 VF 23 $ 175.00 $4,025.00
--------- -- _ _ _ __--- -- _. ---- --- - - _ __---- -------- -------- ------- -
3339.1001 4' Manhole 33 39 20 EA � $ 3,000.00 $3,000.00
------ -- ------ ---- ------ - __ _- - ---- - - -- . --- -----. - - -------- -- _
3339.1002 4' Drop Manhole 33 39 20 EA 2 $ 3,500.00 $7,000.00
. ------- - --- ----- --_ _ _ -- ----_ ----- ---- ---- _. . __--- -- ----- -- -
3339.1003 4' Exira Depth Manhole 33 39 20 VF �9 $ 160.00 $3,040.00
- ---- --- - - --- -- _. _---- --- -- ---------. _..- ---- - ----- -- ------- --
3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 519 $ 12.00 $6,228.00
Sub-totai Unit II: Sewer Improvements $87,618.00
CITY OF FORT WOR7'H
STANDARD CONSTRUCTION SPECIFICATION DOCUMF.NTS
�omi Revised 2D120120 Glen Gnrden Dminpge
nn nz a3
�IDPROPOSAL
Page 2 of 3
SECTION 00 42 43
PROPOSALFORM
. _ . -�,
Bidder's Application
Project Item Infortnation Bidders Proposal
Bidlist Item No. Deseripiion Specification Unit of g�d Quantity Unit Price Bid Vaiue
Sec�ion No. Measure
UNIT III: Paving and Drainage Improvements
Division 02 - Existi�g Conditions __ __ __ _ __ _
0241.0100 Remove Sidewalk 02 41 13 SF 311 $ 1.00 $311.00
0241.0401 Remove Concrete Drive 02 41 13 SF 1197 $ 2.50 $2,992.50
- ------------ -- - - -- __ _-- - ______ _-- --- - - - ---
0241.0900 Remove Misc Conc Structure 02 41 13 �S � $ 10,000.00 $10,000.00
------- - --- --- ----- - ---
- __----- -
0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 1303 $ 6.00 $7,818.00
-- --- --- -- --------- -- ------- - - --- --- . ----- ----- --
0241.1400 Remove Conc Valley Gutter 02 41 15 SY 173 $ 15.00 $2,595.00
- -- - - __.-- -- -------- -- ----- -- -- - -- -- ------- ----
0241.1100 Remove Asphalt Pvmt 02 41 15 SY 8719 $ 4.00 $34,876.00
-- ----- - - - _ __ __ _- -- - --- -- _ - --- - - - --._ _ -- --- ---- __- --- .
0241.1502 2" Wedge Milling 02 41 15 SY 435 $ 8.00 $3,480.00
-- - - -- _ __.. --- ---
___-- ---- _ __ _-- -- ____ __--
0241.1600 ButtMilling 024115 LF 114 $ 15.00 $1,710.00
---- --- ---__ . _ -- - - -- ------- ----- . --- --- - - - --------- - - --- --- -------
0241.3013 Remove 18" Storm Line 02 41 14 �F 40 $ 10.00 $400.00
- ---- - ---- - _ -- ------- -- --- ------- _ - -- ----- - - ----- -- - -- -----
0241.3015 Remove 24" Storm Line 02 41 14 LF 5� $ 15.00 $855.00
0241.3016 Remove 27" Storm Line 02 41 14 LF 280 $ 20.00 $5,600.00
-- --- - --------- - ------ -- -- -----
0241.3017 Remove 30" Storm Line 02 41 14 LF 46 $ 23.00 $1,058.00
0241.3019 Remove 36" Storm �ine 02 41 14 LF �� $ 25.00 $1,925.00
0241.3024 Remove 54" Storm �ine 02 41 14 LF 295 $ 30.00 $8,850.00
0241.3025 Remove 60" Storm Line 02 41 14 LF 406 $ 35.00 $14,210.00
0241.3102 18" Storm Abandonment Plug 02 41 14 EA 3 $ 300.00 $900.00
0241.3104 24" Storm Abandonment Plug 02 41 14 EA 1 $ 500.00 $500.00
0241.3403 Remove 6' Storm Junction Box 02 41 14 EA 2 $ 2,500.00 $5,000.00
0241.4001 Remove 10' Curb Inlet 02 41 14 EA 10 $ 1,000.00 $10,000.00
0241.4401 Remove Headwall/SET 02 41 14 EA � $ 2,000.00 $2,000.00
Division 31 - Earthwork
3110.0101 Site Ciearing 31 10 00 �S � $ 25,000.00 $25,000.00
- - --- -- ----- ------- . ----- ------- --- -- -- -----------
3110.0102 6"-12" Tree Removai 31 10 00 EA 2 $ 800.00 $1,600.00
- - --- ---- -- -- -- -- - ------ - _ __.- ----- ----. __ .___-
3110.0103 12"-18" Tree Removal 31 10 00 EA 3 $ 1,000.00 $3,000.00
------- - - ------- ----- --- -.-- - --- -----
3123.0101 Unciassified Excavation by Plan 31 23 16 CY 115 $ 30.00 $3,450.00
- ------ _.- -- -- -- -___ -_
3124.0101 Embankment by Pian 31 24 00 CY 125 $ 20.00 $2,500.00
3125.0101 SWPPP z 1 acre 31 25 00 LS � $ 1,000.00 $1,000.00
Division 32 - Exterior Improvements
3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 2840 $ 12.00 $34,080.00
- - - ----- -_ ----- -- _ - --- - - _ -
3211.0702 8" Cement Treatment 32 11 33 SY 7804 $ 6.00 $46,824.00
- - -- - -- ------ - - - ---- ----- ------- - ----
3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 9942 $ 12.00 $119,304.00
- ---- ---- __ - -- ----___ -- -- - -- ----
3201.0117 10' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 537 $ 65.00 $34,905.00
------ --- --- -- --- - - - -- --- --- --- - --_--
3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 32 01 17 SY 159 $ 10.00 $1,590.00
---- - -- - --- -- _- - -__- - ----._ -- - --- - --- -- -- --- - --- -----
3213.0301 4" Conc Sidewaik 32 13 20 SF 130 $ 6.00 $780.00
---- - ---- ---- __ _ _ - -- _ - ___---- _ -- - -- -----_- --- ------
3213.0401 6" Concrete Driveway 32 13 20 SF 1861 $ 8.00 $14,888.00
_ ---- - --- -- ---- -___ _-- - - -._ -- -- _ __-- - -- - ------- -
3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA � $ 2,000.00 $2,000.00
- --- ---- -- --------- -- ------._. --- - - ----- - ---
3213.0503 Barrier Free Ramp, Type M-1 32 13 20 EA 1 $ 1,800.00 $1,800.00
-- - ---- -___ __- ---___ .___---- ---_- _---__ _---------------
3216.0101 6" Conc Curb and Gutter 32 16 13 LF 1658 $ 22.00 $36,476.00
- ---- -- ----- -- --- ------- - ------
3216.0301 9" Conc Valley Gutter, Residential 32 16 13 SY 140 $ 55.00 $7,700.00
3217.0501 24" SLD Pvmt Marking HAE (V� 32 17 23 LF 175 $ 4.00 $700.00
3231.0123 6' Chain Link, Aluminum 32 31 13 LF 120 $ 30.00 $3,600.00
3291.0100 Topsoil 32 91 19 CY 495 $ 15.00 $7,Q25.00
3292.0100 Biock Sod Placement 32 92 13 SY 2385 $ 6.00 $14,310.00
3292.0400 Seeding, Hydromulch 32 92 13 SY 575 $ 2.00 $1,150.00
3137.0101 Concrete Riprap 31 37 00 SY 343 $ 60.00 $20,580.00
Division 33 - Utilities
�� �� CITY OF FORT NORTH
STANDARD CONSTRUCTION SPECIFICATION UOCUMENTS
. Fomi Reviscd 20120120 Glen Gnrden Drpinage
no az �s
BIDPROPOSAL
Pogc 3 of 3
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidder's Application
Project ltem Infonnation Bidders Proposel
E3idlist Item No. Description Specification Unit of g�d Quantity Unit Price Bid VTlue
Section No. bfeasure
----------------------------- --- �-------- ------ ---�--------------------
3305.0109 Trench Safety 33 05 10 LF 3250 $ 6.00 $19,500.00
3305.0112 Concrete Collar 33 O5 17 EA 9 $ 1,000.00 $9,000.00
3341.0205 24" RCP, Class III 33 41 10 LF 556 $ 75.00 $41,700.00
3341.0302 30" RCP, Class III 33 41 10 LF 13 $ 100.00 $1,300.00
3341.0309 36" RCP, Class III 33 41 10 LF 426 $ 120.00 $51,120.00
3341.0402 42" RCP, Class III 33 41 10 LF 266 $ 150.00 $39,900.00
3341.0409 48" RCP, Class III 33 41 10 LF 5 $ 200.00 $1,000.00
3341.0502 54" RCP, Class III 33 41 10 LF 398 $ 220.00 $87,560.00
3341.1203 5x5 Box Culvert 33 41 10 LF 370 $ 270.00 $99,900.00
3341.1304 6x5 Box Culvert 33 41 10 LF 1112 $ 300.00 $333,600.00
3341.1501 Sx4 Box Culvert 33 41 10 LF 445 $ 355.00 $157,975 00
3341.2003 10x6 Box Culvert 33 41 10 LF 23 $ 900.00 $20,700.00
3349.0001 4' Storm Junction Box 33 49 10 EA � $ 5,000.00 $5,000.00
3349.0002 5' Storm Junction Box 33 49 10 EA � $ 5,000.00 $8,000.00
- ------ -- ------------------------- - ------- --- ---- ------- ----- --- -
3349.0003 6' Storm Junction Box 33 49 10 EA � $ 11,000.00 $11,000.00
- - --- - ---- -- -------- - -- --- - --- - - -- - - -
3349.0104 4' Stacked Manhole 33 49 10 EA 5 $ 3,000.00 $15,000.00
3349.5001 10' Curb Inlet 33 49 20 EA 4 $ 2,500.00 $10,000.00
3349.5002 15' Curb Inlet 33 49 20 EA � $ 3,500.00 $3,500.00
3349.5003 20' Curb Inlet 33 49 20 EA � $ 4,500.00 $31,500.00
- - -- -- - --- - -- -- - -- ------ -- ------- .
3349.8001 10' Type 2 Inlet 33 49 20 EA 11 $ 2,400.00 $26,400.00
- -- - - - - - -- - --- - -- - -- --
3349.8003 20' Type 2 Inlet 33 49 20 EA 7 $ 4,300.00 $30,100.00
Division 34 - Transportation
3471.0001 Traffic Control 34 71 13 MO 10 $ 1,200.00 $12,000.00
Non-Standard Items
9999.0000 Parallel Headwall, 1 box, 10x6 00 00 00 EA � $ 12,000.00 $12,000.00
9999.0001 Modified Drop Inlet - 3'x3' 00 00 00 EA 2 $ 3,500.00 $7,000.00
9999.0002 Modified Drop Inlet - 5'x11' 00 00 00 EA � $ 12,000.00 $12,000.00
9999.0003 Modified Drop Inlet - 5'x17' 00 00 00 EA 1 $ 16,000.00 $16,000.00
9999.0004 Storm Junction Structure 1 00 00 00 EA 1 $ 26,000.00 $26,000.00
9999.0005 Storm Junction Structure 2 00 00 00 EA 1 $ 25,000.00 $25,000.00
9999.0006 Remove, Salvage, and Reinstall Sign 00 00 00 LS 1 $ 500.00 $500.00
9999.0010 Irrigation Adjustment Aliowance 00 00 00 LS 1 $ 7,000.00 $ 7,000.00
9999.0011 Landscaping Repair Allowance 00 00 00 LS � $ 5,000.00 $ 5,000.00
9999.0094 Water Construction Allowance 00 00 00 LS � $ 17,500.00 $ 17,500.00
9999.0095 Sewer Construction Allowance 00 00 00 LS � $ 10,000.00 $ 10,000.00
9999.0096 Paving Construction Allowance 00 00 00 LS � $ 42,500.00 $ 42,500.00
9999.0097 Storm Drain Construction Allowance 00 00 00 LS � $ 89,500.00 $ 89,500.00
Sub-total Unit III: Paving and Drainage Improvements $1,785,497.50
Bid Summary
Dnse Bid
Sub-total Unit I: Water improvements $242,883.00
Sub-total Unit II: Sewer Improvements $87,618.00
Sub-total Unit III: Paving and Drainage Improvements $1,785,497.50
Totnll3id $2,115.998.50
END OF SECTION
CITY OF FORT \VORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fomi Rcriscd 20120120 Glen Garden Drainagc
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in
order to obtain a comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of State Here or Blank , our principal place of business,
are required to be % Here percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of State Here or Blank , our principal place of business,
are not required to underbi�-esident bidders.
� The principal place of business of our company or our parent company or majority owner is
in the State of Texas.
��
Conatser Construction TX, �P
PO Box 15448
Fort Worth, Texas 76119
0
�
(Signature)
Title: President
Date: _L_""T"_"�' �-�--tA� t
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
By: Jerry Conatser
00476-Revised Bid Proposal Workbook
004511-1
E3IDDERS PREQUALI('ICA'PIONS
Page 1 of3
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S�CTION 00 45 11
BIDDERS PREQUALIFICATIONS
1. Summary. All contractoi•s are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
Statement fo�• the worlc type(s) listed witl� tl�eir Bid. Any contractor or subcontracto�• who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requiremeuts below.
The prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. For example, a contractor wishing to submit bids on
projects to be opened on the 7th of April must file the information by tl�e 31 st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Statement of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.tx.us/tax�ermit/ and �11 out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firm's DLJNS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DUNS
number may be obtained at www.dnb.com.
d. Resumes reflecting the construction experience of the principles of the firm for �irms
submitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Pi•equalification Requirements
a. Financial State»aents. Financial statement submission must be provided in
accordance with the following:
(1) The City requires that the original Financial Statement or a certified copy
be submitted for consideration.
ciTY or- roa�r woRTr�
S"I'ANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS
Revised .luly l, 20I l
GLEN GAI2DEN
00176
004511-2
BIDDERS PRGQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactoiy, the financial statements must be audited o�• reviewed
2 by an independent, certi�ed public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms perfonning audits or reviews on business entities within
5 tl�e State of Texas be properly licensed ar registered witl�.the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, il�dependent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 compauy should state that the audit or review has been conducted ii1
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express au unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole.
l9 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragrapli 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is deter•mined by multiplying the
25 positive net working capital (worlcing capital= current assets — current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case tl�at a bidding date falls within the time a new fivancial
30 statement is being prepared, the previous statement sllall be updated with
31 proper verification.
32 b. Bidder Preqzralification Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those scl�edules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimwn of five (5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and wllich is related to tlle type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equip�nent. Abb�•eviatiol�s or means of describing
44 equipme»t other tl�an provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for faihu•e by the
49 contractor to demonstrate acceptable fi»ancial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OOd76
Revised 1uly I, 2011
0045 11 -3
[31DDGRS PRLQUALIPICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter, the contyactor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
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8
9
I ��11��1f.y DL�JI Y [�7`►1
CiTY OF FORT WOR'I'H GLGN GARDGN
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN"1'S 00976
Revised July 1, 2011
00 �s � 2 - i
PREQUALIFICATION STATEMENT
Pagc 1 of 1
1
2
3
4
5
6
S�CTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is reqnired to complete the information below by
identifying the prequalified contractors and/or slibcontractors whom they intend to utilize for the
major worlc type(s) listed.
Major Work Type Contractor/Subcontractor Company Prequalification
Name Ex iration Date
Water Distribution, Urban (' �,��-(�e r— �pY�',��'l,tl�-il�Y1
and Renewal, 12-inch �—�—�i ) L �J
diameter and smaller � � � �% ad ) �
Sewer Collection System, '(�,1Q,-�S e�' D�15-�t-C l.� i(�r1
Urban/Renewal, 8-inches --�—X�,� o��3�f ao, y
and smaller
Asphalt Paving Ci p,� ��.� r�S�Yu l�i�iD�l
Construction/Reconstruction
(10,000 square yards and �► L� � R/ 3 �la(� ��
GREATER
Concrete Paving +�o nc�,�SQ r Cb�1 �-�2e e�i��
Construction/Construction �� � ��� �
(LESS THAN 10,000 T%�� L� o2(�I
s uare ards
7
8
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10
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13
14
15
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The undersigned hereby certifies that the contractors and/or subcontractors described in
the table above are cui-�ently prequalified for the work rypes listed.
SIDDER:
r � � i �°By:
Company
y" Sigr
Ad ress
_/
�( � �,Q Titl
City/State/Zip
Date: 0 �� Q� v ��
25 END OF SECTION
CITY OF F'ORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
GLGIV GARDGiV
nn�t ��
�4! �� ��� � 1 �
S�CTION 00 45 13
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Name under which you wish to qualify
Post Office Box
Street Address (required)
Telephone
C ity
City
Fax
Marlc only one:
Individual
Limited Pai�tnership
General Partnership
Corporation
Limited Liability Company
State
State
Email
Zip Code
Zip Code
Texas Taxpayer ldentification No.
�
Federal Employers Identification No.
�
DUNS No. (if applicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCICMORTON STREET
FORT WORTH, TEXAS 76102-6311
AND MARIC THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION"
00 45 13 - 2
BIDDER PREQUALIFICA'TiON APPLICATION
Page 2 of 8
BUSIN�SS CLASSIFICATION
The following should be completed in order that we may properly classify your firm:
(Check tl�e block(s) which are applicable — Bloc]< 3 is to be left blanlc if Block 1 and/or Block 2 is
checked)
� Has fewer than 100 employees
and/or
� Has less than $6,000,000.00 in annual gross receipts
OR
� Does not meet the criteria for being designated a small business as provided in Section
2006.001 of the Texas Government Code.
The classification of your firm as a small or large business is not a factor ii1 determining eligibility to
beco�ne prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24-inch diameter casing and less
Augur Boring - Greater than 24-inch diameter casing and greater
Tunneling — 36-Inches — 60 —inches, and 350 LF or less
Tunneling - 36-Inches — 60 —inches, and greater than 350 LF
Tunneling — 66" and greater, 350 LF and greater
Tunneling — 66" and greater, 350 LF or Less
Cathodic Protection
Water Distribution, Development, 8-incl� diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter aud smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smallei•
Water Trans�nission, Development, 24-inclies and smaller
Water Traus�nission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Ti•ansmission, UrbanlRenewal, All Sizes
Sewer Bypass Pumping, 18-inches and smaller
Sewer Bypass Piunping, 18-i»ches — 36-inclles
Sewe�• Bypass Ptnnping 42-inches and larger
CCTV, 8-inches and smaller
CCTV, 12-inches and smaller
CCTV, 18-incl�es a»d smaller
CCTV, 24-inches and smaller
CCTV, 42-inches and smaller
CCTV, 48-inches and smaller
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICA'1'lON DOCUMENTS OOd76
Revised December 20, 2012
004513-3
BIDDER PREQUALIF(CA'I'ION APPLiCATION
Page 3 of 8
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
Sewer CIPP, 42-inches and smaller
Sewer CIPP, All Sizes
Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-incl�es and smaller
Sewer Collection Syste�n, Development, 12-inclies and s�naller
Sewer Collection System, Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal, 24-incl�es and smaller
Sewer Interceptors, Development, 42-inclies and smaller
Sewer Interceptors, Urban/Renewal, 42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urbau/Renewal, 48-inches ai�d smaller
Sewer Pipe Enlargeme»t ] 2-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning , 24-incl�es and smaller
Sewer Cleaning , 42-inches and smaller
Sewer Cleai�ing , All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inclies or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-incl�es or less
Sewer Sipl�ons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconsh•uctiou (LESS THAN 15,000 square yards)
Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER)
Aspl�alt Paving Heavy Maintenance (iJNDER $1,000,000)
Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)
Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITl' OP FOI2T WORTH GLEN GARDEN
STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMENTS OOd76
Revised December 20, 2012
ooas �3-a
BIDDER PREQllALIFICATION APPLICATION
Page 4 of 8
1. List eauinment vou do not own but which is available bv rentin�
DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER
2. How many years has yow• organization been in business as a general contractor under your present
name?
List previous business names:
3. How many years of experience in _
l�ad:
' (a) As a General Contractor:
construction work has your organization
(b) As a Sub-Contractor:
A:kuri�,.+...,....,.,.�., t.,. ...............�..........+:..._ .....__.,.1..,.,..1 :.., m.._..... .....a _�..___.t__�_n
*If requalifying only show work performed since last statement.
S.Have you ever failed to complete any work awa�•ded to you?_
If so, where and why?
CLASS LOCATION NAME AND DETAILED
CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO
AMOUNT WORK COMPLETED STATE WHOM YOU REFER
6. Has any officer or owner of yow� organization ever been an officer of another organization that failed to
complete a contract?
If so, state the name of the individual, other organization and reason.
7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her
name?
If so, state the name of tl�e individual, name of owuer and reasou.
CITY OF FORT WORTH
STANDARD CONS'I'RUCTION SPECIFICATION DOCUNIEN"I'S
Revised December 2Q 2012
GLEN GARDEN
OO�t 7G
00 45 l3 - 5
BIDDER PREQUALIFICATtON APPLICA7'ION
Page 5 of 8
8. In what other lines of business are you financially interested?
9. Have you ever performed any wor]< for the City?
If so, when and to whom do you refe�-?
10. State names and detailed addresses of all producers fi•om whom you I�ave purchased principal
materials during tl�e last three years.
NAME OF FIRM OR COMPANY DETAILED ADDRESS
11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship
to this person or firm.
12. What is the construction experience of the principal individuals in your organization?
PRESENT MAGNITUDE
POSITION OR YEARS OF AND TYPE OF IN WHAT
NAME OFFICE EXPERIENCE WORK CAPACITY
13. If any owner, officer, director, or stockl�older of your �rm is an employee of the City, or shares the
same household with a City employee, please list the name of the City employee and the relationship. In
addition, list any City employee who is tl�e spouse, cl�ild, or parent of an owner, officer, stockholder, or
director who does not live in the same l�ousel�old but who receives care and assistance from that person as
a direct result of a documented medical condition. This includes foster cl�ildren or those related by
adoption or mat•j•iage.
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICA"I'lON DOCUMGNTS OOd76
Revised December 20, 2012
00 45 13 - 6
BIDDER PREQUALIFICATION APPLICATION
Page G of 8
CORPORATION BLOCK PARTN�RSHIP BLOCK
If a corporation: If a partnership:
Date of Incorporation State of Organization
Charter/File No. Date of organization
President Is partnership general, limited, or registered limited
liability partnersliip?
Vice Presidents
File No. (if Limited
Partnersllip)
General Partners/Officers
Secretary Limited Partners (if applicable)
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No. Individuals authorized to sign far Partnership
Officers or Managers (with titles, if any)
Except for limited partners, the individuals listed in the blocks above are presumed to have full
signature authority for your firm unless otherwise advised. Should you wish to grant signature
authority for adclitional individuals, please attach a certified copy of the corporate resolution,
corporate minutes, partnership agreement, power of attorney or other legal documentation which
' grants this authority.
CITY O� FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS OOd76
I2evised December 20, 2012
ooas �3-�
BIDDER PREQllALIFICATION APPLICATiON
Page 7 of 8
14. Equipment $
TOTAL
BALANCESHEET
ITEM QUANTITY ITEM DESCRIPTION VALUE
1
2
3
4
5
6
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9
10
11
12
13
14
15
16
17
18
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21
22
23
24
25
26
27
28
29
30
Various-
TOTAL
Similar types of equipment may be lumped together. If your finn has more than 30 types of equiptnent,
you may show tl�ese 30 types and show the remainder as "various". The City, by allowing you to show
only 30 types of equip�nent, reserves the rigl�t to request a complete, detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to
tl�e type of work for which tl�e firm is seeki��g qi�alification. In tl�e description include, tl�e maniifacturer,
model, and general common description of each.
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONST'RUCTION SPECIFICATION DOCUMEN"1'S 00976
Revised December 2Q 2012
004513-8
BIDDE[t PREQUALII'ICATION APPLICATION
Page 8 of 8
BIDDER PREQUALIFICATION AFFIDAVIT
STATE OF
COUNTY OF
The undersigned hereby declares tl�at the foregoing is a true statement of the finailcial condition of the
entity herein first named, as of the date herein first given; that this statement is for the express purpose of
inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who
prepared the balance sheet accompanying this report as well as any depositoiy, vendor or any other
agency herein named is hereby autl�orized to supply each party with any information, while this statement
is in force, necessaiy to verify said statement.
, being duly sworn, deposes and says that
he/she is the of , the entity
described in and which executed the foregoing statement that he/she is familiar with the books of the said
� entity showing its finaucial condition; that the foregoing financial statement talcen from tl�e books of the
said entity as of the date thereof and that tl�e answeis to tl�e questiar�s of tl�e faregoing Bidder
Prequalification Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
Sworn to before me tl�is
day of
Notary Public
Notary Public must not be an officer, director, or stocicholder or relative thereof.
CITY OP FORT WORTH GLEN GARDEN
STANDARD CONS"I'RUCTION SPF.CIFICATION DOCUMENTS OOd76
Revised December 20, 2012
0o as z� - i
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page l of I
1
2
3
4
5
6
7
8
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10
l�
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17
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36
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 00476 Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
�a �Gl �� � U7Y1,�.r�C (� i (�l I ,1,�U. By:
Company
�
�er�
� �� �oX � ��u �g Sig
Address
�— l� i%-�- W7 �� , I/ 1 ��D l �� Tit
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personaliy appeared
e� c� c� � � r , known to me to be the person whose name is
subscrib the fo � going instrume t, and acicnowledged to me that he/she executed the same as
the act and deed of " L� for the purposes and
consideration therein expresse and in the capacity therein stated.
GI EN UNDER MY HAND AND SEAL OF OFFICE this
-� �'; 1 � �01`- .
N
�
dav of
Public in an`d for the State of Texas
37
38 END OF SECTION ,����,6','r"r'��o,, ---
� �a "��: VICKI L. OLSON
��;'�,: � N� ry Public, State of Texas
39 ,;�1i �i 11��;,` N Commission Expires
(... ovember 12, 2017
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
GLCN G.4RDE�V
nna �r,
(Please Print)
00 45 40 - 1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of 1
1 SECTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
3 APPLICATION OF POLICY
4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
5 may be applicable. If tl�e total dollar value of the contract is $50,000 or less, the MBE
6 subconti•acting goal is not applicable.
7
8 POLICY STATEM�NT
9 It is the policy of tlle City of Fort Worth to ensure the full and equitable participation by Minority
10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
I 1 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
12
13 MBE PROJECT GOAL
14 The City's MBE goal on this project is 10% of the total bid (Base bid applies to Parks and
15 Comm�nity Services). Note: If both MBE and SBE subcontracting goals are established for this
16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
17 deemed responsive.
18
19
20
21
22
23
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COMPLIANC� TO BID SPECII'ICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
required to comply with the intent of the City's Business Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MB� goal through MBE Joint Venture participation, or
3. Good Faith Effort documentation, or;
4. Waiver documentation.
Failure to comply with the City's M/VdBE Ordinance, shall result in the Bid being considered non-
responsive. Any questions, please contact the M/WBE Office at (817) 392-6104.
30 SUBMITTAL OF R�QUIRED DOCUM�NTATION
31 The applicable documents must be received by the Managing Department, within the following
32 times allocated, in order for tlle entire bid to be considered responsive to the specifications. Tl�e
33 Offeror shall deliver the MBE documentation in person to the appropriate einployee of the M�nagi�lg
34 Depai-tment and obtain a date/time receipt. Such receipt sl�all be evidence that tl�e City received the
35 documentation in the time allacated. A faxed co w�ill not be acce ted.
1. Subconh-actor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after
or exceeded: the bid o enin date, exclusive of the bid o enin date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date.
stated oal:
3. Good Faith Effort and Subconh•actor received by 5:00 p.m., five (5) City business days after
Utilization Form, if no MBE artici ation: the bid o enin date, exclusive of the bid o enin date.
4. Prime Contractor Waiver Fornl, if firm will received by 5:00 p.m., five (5) City business days after
erform all subcontractin /su lier work: the bid o enin date, exclusive of the bid o enin date.
5. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed goal. the bid opening date, exclusive of the bid opening date.
36 �ND OF S�CTION
CCI'Y OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
GLEN GARDENS
00476
00 52 43 - 1
Agreement
Page 1 of 4
1
SECTION 00 52 43
2 AGREEMENT
!.)t!i� <<
3 THIS AGREEMENT, authorized on �'�is made by and between the City of Fort
4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
5 ("City"), and Conatser Construction, TX, LP, authorized to do business in Texas, acting by and
6 through its duly authorized representative, ("Contractoi").
7 City and Contractor, in consideration of the mutual covenants hereinafter set foi�th, agree as
8 follows:
9 Article 1. WORK
10
ll
12
13
14
15
16
17
18
19
20
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
Glen Garden Storm Drain Improvements
City Project No. 00476
Article 3. CONTRACT TIlVI�
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 185 days after the date when the
23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
24 3.3 Liquidated damages
25
26
?�
28
29
30
31
32
33
Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding flle actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Five Hundred Dollars ( 500.00 for each day that expires after the time specified in
Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised December 20, 2012
GI_L:\' G; I RD1: \
Op :",;
i Article 4. CONTRACT PRICE
005243-2
Agreement
Page 2 of 4
2 City agrees to pay Contractor for performance of the Work in accordance with the Contract'
3 Documents an amount in current funds of Two Million, One Hundred Fifteen Thousand Nine
4 Hundred Ninety-Eiglrt and 50/100 Dollars ($2,115,998.50).
5 Articte 5. CONTRACT DOCUMENTS
6 5.1 CONTENTS:
7
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A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
l. This Agreement.
2. Attachments to this Agreement:
a. Bid Form '
1) Proposal Form '
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s) ,
d. Payment Bond
e. Perfonnance Bond ,
f. Maintenance Bond '
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MWBE Commitment Form
3. General Conditions. '
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda. '
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders. '
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
�� fiL6rV G�iRt`�%
� 0(7-tr�t
005243-3
Agreement
Page 3 of 4
Article 6. INDEMNII+ICATION
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1.2 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the worlc and services to be performed
by the contractor, its officers, agents, empioyees, subcontractors, licenses or invitees
under this contract. This indemnification arovision is specificallv intended to onerate
This indemniiy provision is intended to include, without limitation, indemnity for
costs, expenses and tegal fees incurred by the city in defending against such claims and
causes of acNons.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its ofiicers, servants and employees, from and against any and all loss, damage
or destruction of p�•operty of the city, arising out of, oQ• alleged to arise out of, the'�vork
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees uuder this contract. This indemnification
provision is snecificallv intended to operate and be effective even if it is alle�ed or
proven that all or some of the damaEes being sought were caused, in whole or in'' uart,
bv anv act, omission or ne�li�ence of the citv. '
Article 7. MISCELLANEOUS
23 7.1 Terms.
24 Terms used in this Agreement which are de�ned in Article l of the General Conditions will
25 have the meanings indicated in the General Conditions. '
26 7.2 Assignment of Contract. '
27 This Agreement, including all of the Contract Documents may not be assigned by the
28 Contractor without the advanced express written consent of the City.
29 7.3 Successors and Assigns.
30 City and Contractor each biuds itself, its pai�tners, successors, assigns and legal
31 representatives to the other party hereto, in respect to all covenants, agreements and
32 obligations contained in the Conti�act Documents.
33 7.4 Severability.
34 Any provision or part of the Contract Documents held to be unconstitutional, void or
35 unenforceable by a court of competent jurisdiction sllall be deemed stricicen, and all
36 remaining provisions shall continue to be valid and binding upon CITY and
37 CONTRACTOR.
38 7.5 Governing Law and Venue.
39 This Agreement, including all of the Contract Documents is performable in the State of
40 Texas. Venue shall be Tarrant County, Texas, or the United States Dish•ict Court for the
41 Northern District of Texas, Fort Worth Division.
CITYOFFORT WORTH ;;�.�,:�, �;;t12��f �-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Or117<
Revised December 20, 2012
00 52 43 - 4
Agreement
Page 4 of 4
7.6 Other Provisions.
2 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
3 ciassified, promulgated and set out by the City, a copy of which is attached hereto and
4 made a part hereof the same as if it were copied verbatim herein.
5 7.7 Authority to Sign.
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Contractor shall attacl� evidence of authority to sign Agreement, if other than duly
authorized signatoiy of the Contractor.
IN WITNESS WHEREOF, City and Conh�actor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Co tractor: City of Fort Worth
� S� C�1 IS��iI������ �� i L•�� •
� � " BY� �
B. j j � -�: :� Fernando Costa
� // � � � � ��—� Assistant City Manager
/ � (Signature)
Date ' � ��� ��
C � ' i
V�S V� Attest: 1 - vr t� � �( , � � �'� .� "�-�-�-_ __
G
(P ' ted Name) Mary J. Kayser, �
City Secretary � �-� �`
(Seal) '�` 000°ai�o�O
Title: ��,5���,j�� �m�' /� g
Address:
�FlFICB�L �dIECA�3�
�I'�'�' S�CRETARi�'
��'y'YY'�5��'�I� �'�
P.O. Box 15448
Fort Worth, TX 76119
�� ���
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City/State/Zi : Approved as to Form and Legality: �•�'=��,�
'J W 1 .
Date , ia„��" 7wv/,i,,,
Assistant City Attorney
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M&C C _ZG �'Zo �
Date: G 3 — /y
APPROVAL RECOMMENDED:
�
( �5 �, c.,J l,J �� /
Douglas W. iersig, P.E. \ /
DIRECTOR, V
Transportation and Public Works Deparhnent
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS
Revised December 20, 2012
GLEA� G:iRDF�A'
ti�t l7(,
i
OOGI I3-I
PERPORMANCf: l30ND
Ntigc 1 of 2
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THE STATE OF T�XAS
S�CTION 00 61 13 Bond No. 018�060
PERFORMANCE BOND
§
§ KNOW ALL BY TH�S� PRES�NTS:
§
COUNTY OF TARI2ANT
8 That we, Conatser Construction TX, L.P., known as "Principal" herein and
9 Berkley Insurance Company , a corporate surety(sureties, if more than
10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
11 or more), are held and firmly bou»d unto the City of Fort Worth, a municipal corporation created
12 pursuant to the laws of TeYas, known as "City" herein, in the penal sum of, Two Million One
13 Hundred Fifteen Thousand Nine Hundred Ninety-Ei�ht Dollars and Fifty Cents ($2,115,998.50),
14 lawfiil money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
15 payment of which sum well and truly to be made, we bind ourselves, our heirs, e:cecutors,
16 administrators, successors and assigns, jointly and severally, finnly by these presents.
17 WH�R�AS, the Principal has entered into a certain written contract with the City
�l�)P� � lUi��
18 awarded the day of - , 20_, which Contract is hereby referred to and
19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
20 labor and other accessories defined by law, in the prosecution of the Work, including any Change
21 Orders, as provided foi• in said Contract designated as Glen Gar�def7 Stori�t Drai» Improvements,
22 00476.
23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
24 shall faithfully perform it obligations �u�der the Contract and shall in all respects dufy and
25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
26 specifications, and contract documents therein referred to, and as well during any period of
27 extension of the Contract that may be granted on the pa►-t of the City, then this obligation shall be
28 and become null and void, otherwise to remain in full force and effect.
29 PROVIDED FURTH�R, that if any legal action be filed on this Bond, venue shall lie in
30 Tarrant County, Te�as or the United States District Court for the Northern District of Texas, Fort
31 Worth Division.
CI'I�Y OP POR'1' WOR"I'H
STANDARD CONS'1'RUCTION SPGCIPICn'I'ION DOCUMGN'l�S
Rcviscd .luly I. 201 I
c;�cn Garden
00-l71
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�
00G1 13-2
PGRI'OKMANCE l30ND
Nagc 2 of 2
This bond is made and e�ecuted in compliance with the provisions of 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 stahie.
IN WITNESS WH�R�OF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the ' �� ��`�� �? �� 1�� day of
, 20
ATTEST:
(Principal) Secretary
Witness as to Principal
PRINCIPAL:
Conatser Construction TX, L.P.
�� � �
� j ,l;:
— _
BY: ����/���i�—
' � Signature �
� Jerry Conatser, President of
Conatser Management Group, Inc.
G.P.
Name and Title
Address: P. 0. Box 1�448
Fort Worth, TX 76119-0448
SURETY:
Berkley Insurance Company
BYt��e� ��,��� � :'i22,�z��fa.d�
Signatw•e
Robbi Morales, Attorney—in—fact
Name and Title
Address: 2711 N. Haskell Ave. , Sui.te 800
� Dallas, TX 75204
���,�-��'
W�tness as to S r ty Telephone Number: 214/989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing addt•ess, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
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CI"fY OP POR"f WOK'1'li
S'1'ANDnRD CONS'112UC"1'ION SP[:CIPICA'�ION DOCUMI:N'1'S
Revised July 1, 201 1
Glen G�rden
nna�r
00 61 14 - I
P�IYMGN'I' BOND
Page I of 2
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THC STATC OF T�XAS
S�CTION 00 61 14 Bond No. 018�060
PAYMENT BOND
§
§ KNOW ALL BY TH�S� PRCS�NTS:
§
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COUNTY OF TARRANT
That we, Conatser Construction TX, L.P., known as "Principal" herein, and
Berkley Insurance Company , a corporate surety
(sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
(whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
penal sum of, Two Million One Himdred Fifteen Thousand Nine Hundred Ninety-Ei�ht Dollars
and Fiftv Cents ($2,115,998.50�, lawful money of the United States, to be paid in Fort Worth,
Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents:
18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the
19 day of ,1i�j����; `> )������ , 20 , which Contract is hereby referred to and
20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
22 said Contract and designated as Glef� Garde�z Sto��m Dr•ai�z In7pf�ovements, 00�76.
23 NOW, THEREFOR�, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as de�ned in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in fi�ll
27 force and effect.
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
30 accordance with the provisions of said statute.
31
crrY or rott�r woa•ri i
S'fi1NUnKD (:ONS"I�RUC'I'ION SPECII�ICA'I'ION DOCUMfiN"I'S
Rcviscd July I, 201 I
GLfiN GnRDEN
00476
0061 14-2
PnYMGN"I' [30ND
P�ige 2 of 2
I IN WITNESS WH�RCOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the , day of
„
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ATTEST:
(Principal) Secretary
Witness as to Principal
ATTEST:
� ' �
� ,� ; � ��i ��
L
(Surety) Secretary
PRINCIPAL:
Conatser Construction TX. L.P.
�� ,
BY j�/��/ i.�-i" �% -==L�
j SJg171iUi2 �erry Conatser, President of
Conatser Management Group, Inc.
G.P.
Name and Title
Address: P, 0. Box 15448
Fort Worth, TX 76119-0448
SURETY:
Berkley Insurance Company
BY: - �� dG�e.�_ `7'.���r<<�z.�r''� �-�
Signature
Robbi Morales, Attorney—in—fact
Name and Title
. Address: 2711 N. Haskell Ave. , Suite 800
� Dallas, TX 7�204
Wi ness as to S� r ty
Telephone Number: 214/989-0000
Note: If signed by an officer of the Surety, there must be on file a certified eYtract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
ENll OF SECTION
CI'I'Y Ol� POR"1' WOR'1'I1
STANDnRD CONS"I'RUC'fION SPECIPICATION DOCUMBN'I'S
Reviscd .luly I , 201 1
r;i.rN ani�nt�N
00476
r�
oo�i ���-i
M111N'1'I:NANCfi BOND
Pagc I of'3
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THI; STATE OF T�XAS
COUNTY OF TARRANT
S�CTION 00 61 19 Bond No . 0185060
MAINTENANCE BOND
§
§ KNOW ALL BY THCSr PRESENTS:
§
8 That we, Conatser Construction TX, L.P., known as "Principal" herein and
9 Berkley Insurance Company , a corporate s�u-ety (sureties, if more than
10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
11 or more), are held and fir►nly bound �mto the City of Fort Worth, a municipal corporation created
12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of, Two Million
13 One Hundred Fifteen Thousand Nine Hundred Ninety-Ei�ht Dollars and Fiftv Cents
14 ($2,115,998.50), lawful tnoney of the United States, to be paid in Fort Worth, Tarrant County,
15 TeYas, for payment of which sum well and truly be made unto the City and its successors, we
16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
17 firmly by these presents.
18
19 WHEREAS, the Principal has entered into a certain written contract witl� the City awarded
20 the day of '�����`� 4� ����`�� , 20 , which Co»tract is hereby
21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
22 materials, equipment labor and other accessories as defined by law, in the prosecution of the
23 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
24 the "Worl<") as provided for in said contract and designated as Glen Garden Storm Drain
25 Improvements,00476; and
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WHER�AS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain fi-ee from defects in matei•ials or workmanship for and during the period of two (2) yeai•s
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
32 WHEREAS, Principal binds itself to i•epair o�• reconstruct the Work in whole or in part
33 upon receiving notice from the City of the need therefor at any time within the Maintenance
34 Period.
crrY or roa'r wort�ri i
srnN�nit� coNs�raucrioN st�sciricn�r�oN i�ocuMi:tv�rs
Kevised.luly 1,201I
cr.e,v c.iiz��c,v
oo��t�
0061 19-2
MAIN'I'F:NnNCG [30ND
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NOW THER�FORC, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by City, to a completion
satisfactoiy to the City, then this obligation shall become null and void; otherwise to remain in
full force and effect.
PROVIDED, HOWEV�R, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the City may cause any and all such defective Work to
be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
the Surety under this Maintenance bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CI"1'Y OP FOR'1' WORTH
S"1'nNDARD CONS'I'RUC'I'ION SPGCIPICA"I'lON DOCUMGN'I'S
Rcviscd July l, 201 I
GLGA' C;,�UlDEN
00476
0061 19-3
MAIN"1'6NnNCG f30ND
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IN WITN�SS WH�RCOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the day of
�� � ,, �. �j
� !.0 f''F
c �i tI , 2� .
ATTEST:
(Principal) Secretaiy
Witness as to Arincipal
- � `�/ �--�
���z��
PRINCIPAL:
Conatser Construction TX, L.P.
/.. �
�, —Y � ,� / _,
BY: %� � _�";= '" ---T �
„
gnature
Jerry Conatser, President of
Conatser Management Group, Inc.
G.P.
Name and Title
Address: P• 0. Box 15448
Fort Worth, TX 76119-0448
SURETY:
Berklev Insurance Com
BY: _ �� o_� t v-- -�'/�ltrz�!-���i
Signature
Robbi Morales, Attorney—in—fact
Name and Title
Address: 2711 N. Haskell Ave. , Suite 800
Dallas, TX 75204
Telephone Number: 214/989-0000
*Note: If signed by an ofiicer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CI"I'Y OP fOR'I' WOR'I'I I
S"I�ANDARD CONS"I�RUC'I'ION SNI�CIFICA'fION DOCUMEN'I;S
Revised .luly I, 201 I
ci e�v c,��iznc�v
0047G
ATTEST:
No. BI-7280a
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POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The waming found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERICLEY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Rey�ra, Do�r E. Cornell, Robbr Morales, Lisa
M. Bonnot or Vena DeLe�re Marsl:all of Aon Rrsk Services Sout/twest, Lrc. of Dallas, TX its true and lawful Attorney-in-Fact, to
sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and afl bonds and undertakings,
with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100
U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly
elected officers of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010;
RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they haye no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued,
IN WITNESS WHEREOF, the Com any has c,aused these presents to be signed and attested by its appropriate offcers and its
corporate seal hereunto affixed this f`� day of 1 1^ � , 2014.
Attest: Berkley Insurance Company
(Seal) By � By
Ira S. Lederman J . after
Senior Vice President & Secretary S n� r' President
WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
STATE OF CONNECTICUT )
COUNTY OF FAIRFIELD
ss:
Sworn to before me, a Notary Public in the State of Connecticut, this � day ofC,(.114G(CIr , 20 4, by Ira S. Lederman and
7effrey M. Hafter who are sworn to me to be the Senior Vice President and Secretary, and the Se r Vice resident, respectively, of
Berkley Insurance Company. ��_ /� �� KATHLEEN COREY
7/.���G''� L 1%� a NOTARY PUBLIC
otary Public, State of�p�����urvrvt�iu
EXPIRES
CERTIFICATE '
I, the undersigned, Assistant Secretary of BERICLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a
true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded
and that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of
Attorney is attached, is in full force and effect as of this date. ���1� 1� �� � i i i�';
Given under my hand and seal of the Company, this day of ,
(Seal)
Andre . Tu
Inquiry and Notification Rider
Berkley Surety Group, LLC is the affiliated underwriting manager
for all of the surety business of the following affiliated companies:
Acadia lnsurance Company, Berkley Regional Insurance
Company, Carolina Casualty Insurance Company, Union Standard
Insurance Company, Union Insurance Company and Continental
Western Group Insurance Company.
To verify the authenticity of this bond please call:
(973) 775-5021 or Telefax (973) 775-5024
Any written notices, inquiries, claims or demands to the surety on
the bond to which this Rider is attached should be directed to:
Berkley Surety Group, LLC
412 Mt. Kemble Ave.
Suite 310N
Morristown, NJ 07960
Attention: Surety Claims Department
Or
Telefax: (866) 408-2421
Please include with all notices the bond number and the name of
the principal on the bond. Where a claim is being asserted please
set forth generally the basis of the claim. In the case of a payment
or performance bond please identify the project to which the bond
pertains.
� , BERKLEY SURETY GROUP
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
C17'Y OF FORT WOI2TH
S7'ANDAI2D CONSTRUC'I'ION SPECIPCATION DOCUMCNTS
Revision: December2l, 2012
6.02
6.03
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
6.13
6.14
6.15
6.16
6.17
6.18
6.19
6.20
6.21
6.22
6.23
6.24
Labor; Worl<ing Hours ................................................................................................................20
Services, Materials, and Equipment ........................................................................................... 20
ProjectSchedule ........................................................................................................................:.21
Substitutes and "Or-Equals" .......................................................................................................21
Concerning Subcontractois, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
PatentFees and Royalties ...........................................................................................................26
Permitsand Utilities ....................................................................................................................27
Lawsand Regulations .................................................................................................................27
Taxes...........................................................................................................................................28
Use of Site and Other Areas .......................................................................................................28
RecordDocuments ......................................................................................................................29
Safetyand Pr•otection .................................................................................................................. 29
SafetyRepresentative .................................................................................................................. 30
Hazard Communication Programs .............................................................................................30
Emergencies and/or Rectification ...............................................................................................30
Submittals.................................................................................................................................... 31
Continuingthe Worlc ...................................................................................................................32
Contractor's General Warranty and Guarantee ..........................................................................32
Indemnifcation.........................................................................................................................33
Delegation of Professional Design Services ..............................................................................34
Rightto Audit ..............................................................................................................................34
Nondiscrimination....................................................................................................................... 35
Article 7- Other Work at the Site..
7.01 Related Work at Site ..
7.02 Coordination ...............
............................................................... 35
............................................................... 35
............................................................... 36
Article8 - City's Responsibilities ...................................................................................................................36
8.01 Communications to Contractor ...................................................................................................36
8.02 Furnish Data ................................................................................................................................36
8.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders .............................................................................................................................36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on City's Responsibilities .......................................................................................37
8.08 Undisclosed Hazai•dous Environmental Condition .................................................................... 37
8.09 Compliance with Safety Prog�•am ...............................................................................................37
Article 9- City's Obser•vation Status During Construction ........................................................................... 37
9.01 City's Project Representative .....................................................................................................37
9.02 Visits to Site ................................................................................................................................ 37
9.03 Author•ized Variations in Worl< ..................................................................................................38
9.04 Rejecting Defective Worlc ..........................................................................................................38
9.05 Determinations for Worlc Performed ..........................................................................................38
9.06 Decisions on Rec�uirements of Contract Documents and Acceptability of Worlc,,,,,,,,,,,,,,,,,,,,,38
CITY OF FORT WORTH
S7'ANDARD CONSTRUCTION SPGCIPCA'I'ION DOCUMENTS
Re��ision: 0.�ember2l, 2012
Article 17 — Miscellaneous ......................
17.01 Giving Notice ......................
17.02 Computation of Times ........
17.03 Ctunulative Re�nedies.........
17.04 Sw•vival of Obligations.......
17.05 Headings ..............................
....................................................................................................... 62
....................................................................................................... 62
....................................................................................................... 62
....................................................................................................... 62
....................................................................................................... 63
....................................................................................................... 63
C1TY OP FORT WOR'CH
S'I'ANDARD CONSTRUC7'lON SPECII�CATION UOCUMENTS
Revision: Ikrcinber2l, 2012
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General Conditions
Page 2 of 63
13. Cha��ge O��de�°—A document, which is prepared and approved by the City, which is signed
by Contractoi• and City and authoj•izes an addition, deletion, o�� revision in the Work or an
adjustment in the Contract Pr•ice or the Contj•act Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents author•ized under his behalf, each of which is required by
Chaj-ter to pe�•form specific duties with �•esponsibility for final enforcement of the contracts
involving the City of Foi•t Woi�th is by Cha�-tej• vested in the City Manager and is the entity
with whom Contractoi• has entered into the Agreement and for whom the Worlc is to be
performed.
l5. Ciry Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. Ciry Coa�rrcil - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Marrager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seelcing an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Corrtract—The entire and integrated written document between the City and Contractor
concerning the Worlc. The Contract contains the Agreement and all Contract Documents and
supersedes pr•ior negotiations, representations, or agreements, whether written or oral.
20. Contract Docume»ts—Those items so designated in the Agreement. All iterns listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the �•epoi-ts and drawings of subsurface and physical conditions are not Conh�act Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Worlc in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paj•agj•aph 11.03 in the case of Unit Price Work).
22. Conn�act Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Worlc so that it is ready for Final Acceptance.
23. Contr�acto�--The individual or entity with whom City has entered into the Agreement.
24. Cost of the Woi�k—See Paragraph 11.01 of these General Conditions for definition.
CITY OF PORT WORTH
S"I'ANDARD CONSTRUCT'lON SPI:CIFCATION DOCUMENTS
12evision: Decembcr2l, 2012
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Page 4 of 63
��� 38. Final Inspectiorr — Inspection carried out by the City to verify that the Contractor has
completed the Worlc, and each and every paj�t or appu��tenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. Gei�e��al Reqzrirements—Sections of Division 1 of the Contract Documents.
40. Haza��doz�s Environnaental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other matei•ials in such quantities ot•
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardoz�s Waste—Hazai•dous waste is defined as any solid waste listed as haza�•dous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laivs and Regzrlations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, oj•
personal property.
44. Nlajor Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Mrlestof�e—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Worlc.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to P��oceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shal] start to perform the
Worlc specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petrolezm�—Petroleum, including c�•ude oil or any fraction thereof which is liquid at standard
' conditions of temperatui•e and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, lcerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plas�s — See definition of Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCA'I ION llOCUMEN'I�S
Revision: December2l, 2012
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63. SZibmittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some por•tion of the Worlc.
64. Si�ccessfi�113idder—The Bidder submitting the lowest and most responsive Bid to whom City
malces an Award.
65. Supe��intendef�t — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Szipplenaentary Cof�ditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Szrpplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Undergrozrnd Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vauits, tanlcs, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hozrrs — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Wo��k—The entire const��uction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A worlcing day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the perfoi•mance of the principal unit of
worlc underway for a continuous period of not less than 7 hours between 7 a.m. and 6 pm.
1.02 Tern�i�7ology
A. The words and tenns discussed in Pa�•ag�•aph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Docutnents, have the indicated tneaning.
B. Interrt of Certain Terins or Adjectives:
CITY OP FORT WORTH
S'1'ANDARD CONSTI2UC1'ION SPECI(CATION DOCUM�N7'S
Revision: December2l, 2012
2.03 Starting ll�e Wo��k
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General Conditions
Page 8 of 63
Contractor shall start to perform the Worlc on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 13efore Startrng Cof�structiof�
Baseli��e Schedules: Submit in accordance with the Conti•act Documents, and prior to sta��ting the
W oi•1<.
2.05 Precorrstruction Confere�7ce
Before any Worlc at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Pziblic Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prioi• to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptabie schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be infen•ed from the
Contract Documents or fi�om pr•evailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Cont�•act Documents shall be issued by City.
D. The Specifications may va�y in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by compai•ison. Omission of such words and phrases as "the Contracto�•
shall," "in confo�•mity with," "as shown," or "as specified" are intentional in sh•eamlined
sections. Omitted words and phrases shall be supplied by infej•ence. Similar types of provisions
may appeai• in various parts of a section or articles within a part depending on the fortnat of the
CITY OF FORT WORTFI
STANDARD CONSTRUCTION SPECIFCATION UOCUNIENTS
IZevision: Dt�cember2l, 2012
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Page 10 of 63
6.17.A) until an amendment or supplement to tlle Cont�•act Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discreparrcies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall talce precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amendrng and Szrpplementirrg Corrtract Doczrments
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Worlc or to modify the ter•ms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Rez�se of Docznnerrts
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other docwnents (o�• copies of any thereofl prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other docwnents, or copies thereof on extensions of
the Project o�• any other project without written consent of City and specific written
verification or adaptation by Engineer.
CITY OF FORT W012T}1
S"I'ANDARD CONSTRUCl'ION SPECIFCA'i'ION DOCUMEN"I�S
Revision: Dcrember2l, 2012
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Page 12 of 63
C. Contj•actor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsaaface a�ul Pl�ysical Corrditiorrs
A. Reports cmd Drala�ings: The Supplementaiy Conditions identify:
1. those reports lcnown to City of exploi•ations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings ]cnown to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliunce by Cont��actor o� Techrrical Data Authorized.• Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such repot�ts and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractoj•, and safety precautions and programs incident
thereto; or
2. other data, intei•pretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conciusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subszn_ face or Physical Co»ditions
A. Notice: If Cont1•actor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to estabiish that any "technical data" on which Conh�actor is entitled to
rely as provided in Paragcaph 4.02 is materially inaccurate; or
2. is of such a natuj•e as to re�uir•e a change in the Contract Documents; or
3. differs materially fi•om that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs mate�•ially from conditions ordinarily encountered and
generally recognized as inherent in worl< of the character provided for in the Contract
Documents;
CITY OF FORT WORTH
STANDARD CONSTRUCT]ON SPECIPCATION DOCUMLNTS
Revision: December2l, 2012
00 72 00 - 1
General Conditions
Page 14 of 63
Worlc in connection therewith (except in an eme�•gency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence o�• location of the Undei•ground Facility. Contractor shall be
'' responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and seivice lines shall include notification of all
utility companies a minimum of 48 houis in advance of construction including exploratory
; excavation if necessary.
4.05 Reference Points
A. City shail provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
constj•uction stalces or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarlcs for bridgework. Contractor shall
protect and preserve the established r•eference points and property monuments, and shall make no
changes or 1•elocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not caj•elessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any refei•ence point or monument has been carelessly or
willfizily destroyed, disturbed, or removed by the Contractor or any of his employees, the ful]
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted fi�om payment due the Contractor.
4.06 Hazardozrs Environn7ental Cof�dition at Site
A. Reports and Draivings: The Supplementaiy Conditions identify those reports and drawings
lcnown to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Li»7ited Reliance by Conb�actw° o» Technical Data Authoi°ized.• Contractor may rely upon the
accuracy of the "technical data" contained in such reports and dr•awings, but such reports and
d��awings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not malce any Contract Clairn against City, or any of their office�•s,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
CITY OP PORT WOR"I'H
STANDARD CONS"1'RUC'rION SP�CIFCA770N DOCUMEN"iS
Revision: Dc�ember2l, 2012
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Page 16 of 63
ARTICL� 5— BONDS AND INSURANCE
5.01 Licensed Sz�reties and Inszirei-s
All bonds and insul•ance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained fi-om surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insw�ance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementaiy Conditions.
5.02 Perfornaance, Payment, af�d Nlairrterra»ce Bonds
A. Contractoi• shall fizrnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithfiil performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Cont�•actor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years a$er the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared banlcrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certrficates of b�sz�rance
Contractor shall delivei• to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
The certificate of insurance shall doctnnent the City, and all identified entities named in the
Supplementa�y Conditions as "Additional Insured" on all liability policies.
CITY OF POR"i' WORTH
ST'ANDARD CONSTRUCTION SPECIFCA'CION DOCUNIEN'T'S
Revision: December2l, 2012
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lieu of traditional insurance, alternative coverage maintained through insw•ance pools or rislc
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance rec�uirements and to
malce reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims histo�y of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Wo�•k by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may malce any reasonable requests for deletion or revision or
' modifications of particu]ar policy teims, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the rec�uirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
' law or regulations binding upon eithej• pa�-ty or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liabiliry. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Woricers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Worlc being performed and as will provide
protection fi�om claims set forth below which may arise out of or result fi•om Contractor's
performance of the Worlc and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Wo�•lc, or by anyone for whose acts
any of them may be liable:
1. claims under worlcers' compensation, disability benefits, and other similar employee benefit
acts;
2. ciaims for damages because of bodily injui•y, occupational sickness ar disease, or death of
Contractor's employees.
B. Co»�nae�°cial Ge»ef°al Liability. Coverage shall include but not be limited to cove�•ing liability
(bodily injtu•y or pi�operty damage) arising fi•om: pi•emises/operations, independent contracto�•s,
products/completed operations, personal inj�u•y, and liability under an insured contract. Insurance
shall be provided on an occuri•ence basis, and as comprehensive as the curi•ent Insurance Services
Office (ISO) policy. This insurance shall apply as prima�y insurance with respect to any other
C17'Y OF FORT WORTH
STANDARD CONSTRUC'I'ION SPECIFCA710N DOCUMCNTS
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B. At all times durinb the progress of the Work, Contractor shall assign a competent, English-
spealcing, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's repj•esentative at the Site and shall have authority to act on
behalf of Conti•actor. All communication given to oj• received fi•om the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hozirs
A. Contractor shall provide competent, suitably qualified pe�•sonnel to perform construction as
requij•ed by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Conti•act Documents, all Worlc
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Worlc beyond Regular Working Hours or for Weelcend Worlcing Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perfoi•m Worlc:
1. for beyond Regular Working Hou�•s request must be made by noon at least two (2) Business
Days prior
2. for Weekend Worlcing Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Sen�ices, Materials, aj7d Ec�zripment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fizel, power, light, heat, telephone, water, sanitaiy facilities,
temporary facilities, and all othe�• facilities and incidentals necessary for the performance,
Contractoi• required testing, start-up, and completion ofthe Work.
B. All materials and equipment incorporated into the Worlc shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall fiu�nisll satisfactory evidence (including reports of
i•equil•ed tests) as to the source, kind, and quality of materials and equipment.
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a fianctioning whole; and
3) it has a proven record of per•formance and availability of responsive service; and
b. Conti•actor certifies that, if approved and incor•porated into the Worlc:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Docwnents.
2. S�bstitziie Iten7s:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an"or-equal" item under Paragraph 6.OS.A.1, it may be submitted as a
proposed substitute item.
' b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or eguipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Conh�actor shall malce written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section O1 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the genei•al
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final compietion on time;
b) whether use of the pr•oposed substitute item in the Wol•lc will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other worlc on the Pl•oject) to adapt the design to the proposed
substitute item;
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G. City Szibstitarte Reimbzn�semef�t: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Tin�e Exlensions: No additional time wi11 be granted for substit��tions.
6.06 Co�cernrng Subco��tractors, Suppliers, and Others
A. Contractor shall pej•form with his own organization, woj•lc of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subconti•actor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Worlc against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may fi�om time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Bzrsiness Diversity Errte�prise Ordinarrce Conapliarrce: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procuz•ement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diveisity Ordinance (as amended) by the foilowing:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work pei•formed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, o�� substitutions of accepted MBE without
written consent of the City. Any unjustified change oj• deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedui•es outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any boolcs,
records, or files in the possession of the Contractor• that will substantiate the actual worlc
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
fo�• termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Cont�•actor to bid on fi�ture
conh�acts with the City for a period of not less than three years.
E. Contractor shall be fi�lly responsible to City for all acts and omissions of the Subcontractoj•s,
Suppliers, and other individuals or entities performing or furnishing any of the Wor•lc just as
Cont�•actoi• is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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D. Arbitratios� Required if Violatiof� 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
worlcer, 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 worlcel• does not resolve the issue by agreement before the l5th day after the date the
City mal<es its initial determination pursuant to Paragr•aph C above. lf the peisons required to
arbitrate under this section do not agree on an arbitrator before the l lth day after the date that
arbitration is rec�uired, a district court shall appoint an arbitrator• on the petition of any of the
persons. The City is not a pai-ty in the arbitration. The decision and awar•d of the arbitrator is
final and binding on all pal�ties and may be enforced in any court of competent jurisdiction.
E. Reco��ds to be Maintai�ed The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the worlc, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Sa�bcontractor Compliarrce. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Worlc or the incorporation in the Worlc of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Worlc and if, to the actual ]cnowledge of City, its use is subject
to patent rights or copyj•ights calling for the payment of any license fee or royalty to others, the
existence of such j•ights shall be disclosed by City in the Conh•act Documents. Failure of the City
to disclose such information does not relieve the Contractoi• fi•om its obligations to pay for the
use of said fees or• royalties to others.
B. To the firllest extent pern�itted by La�vs a�d Regarlatiorrs, Corrt�actor shall if�demn� arrd hold
harnaless City, from and agairrst all claims, costs, losses, and damages (inclzrding bart not lif�aited
to all fees and charges of engif7eers, architects, attorf�eys, and other pi�ofessionals af�d all coan•t
or arbitration o�� other dispzite �°esolz�tion costs) cn^isirtg ozrt of or relatirtg to any infi°ingement of
patent rights or copyrights if�cident to !he iise in Ihe perfor•marrce of the Work or resarltirrg from
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coui-t or arbitration or other dispute resolution costs) arising out of or relating to such Worl<.
However, it shall not be Contractoj•'s responsibility to malce cei�tain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not f•elieve Conti•actor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Worlc may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taies
A. On a contract awarded by the City, an organization which gualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
pur•chase, rent or lease all materials, supplies and equipment used or consumed in the
perfoimance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained fi�om:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other A�°eas
A. Limztation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and eguipment, and
the operations of workers to the Site and other areas pei•mitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other matei•ials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting fi•om the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or• is
carrying on operations in a portion of a street, ribht-of-way, or easement greater than is
necessary for proper execution of the Worlc, the City may require the Contractor to finish the
section on which operations a�•e in progcess before wo��lc is commenced on any additional
area of the Site.
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talce all necessaiy precautions for the safety of, and shall provide the necessajy protection to
prevent damage, injury or loss to:
1. ail persons on the Site or who may be affected by the Work;
2. all the Worlc and materials and ec�uipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shr•ubs, lawns, wall<s,
' pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of peisons or property fi•om damage, injury, or loss; and
shall erect and maintain all necessary safeguards fo�• such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Worlc may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property �•eferred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Conh•actor's duties and responsibilities for safety and for protection of the Worlc shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractoj• shall inform City in writing of Contr•actor's designated safety representative at the Site.
6.16 Hazard Communicatiorr Prog��an�s
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication info�•mation required to be made available to or exchanged between or among
employer•s in accordance with Laws or Regulations.
6.17 Emergencies arrd/or Rectification
A. In emergencies affecting the safety or pt•otection of persons or the Worlc or prope��ty at the Site or
adjacent thereto, Contracto�• is obligated to act to prevent threatened damage, injwy, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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B. Where a Submittal is cequired by the Contract Dociunents or the Schedule of Submittals, any
related Worlc performed prio�• to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Revielv:
City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, afte�• installation or incorporation in the Worlc, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate appi•oval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requi�•ements of the Contract Documents unless Contractor has complied
with the requii•ements of Section O1 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contracto�• from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continiring the Work
Except as otherwise provided, Contractor shall carry on the Wo�•]c and adhere to the Project Schedule
during all disputes or• disagreements with City. No Worlc shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's Gerreral Warranry and Guarantee
A. Contractor warrants and guarantees to City that all Worlc will be in accordance with the Contract
Documents and will not be defective. City and its officers, directoi•s, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
' 1. abuse, modification, or impropel• maintenance or operation by persons other than Contr•actor,
��� Subcontractors, Suppliet•s, or• any other individual o�• e��tity for whom Conh�actor is
responsible; or
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SPECIFICALLY INTENDED TO OPERAT� AND B� �FFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES B�ING OUGHT
WERE CAUS�D, IN WHOL� OR IN PART, BY ANY ACT. OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegatioi� of Professio»al Design Services
A. Contractor will not be rec�uired to provide professional design services unless such services are
specifically �•equired by the Contract Dociunents for a portion of the Work or unless such
services are required to carry out Contractoi•'s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional �•elated to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such se�•vices must satisfy. Contractor shall
cause such sei•vices or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Worlc designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accur•acy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such sei•vices must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Cont�•act Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Azrdit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pej-tinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a p�•ovision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) yea�s after• final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent boolcs, documents, papers, and �•ecords of such Subcontracto�•, involving transactions to
the subcontract, and fiu�ther, that City shall have access during Regular Worlcing Hotus to all
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�� 7.02 Coor•dinalio�
A. If City intends to contract with others foj• the perfot•mance of other worlc on the Project at the
Site, tlle following will be set forth in Suppiementaiy Conditions:
l. the individual o�• entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such autho�•ity and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementa�y Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Comma{nications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all comrnunications
to Contractor.
8.02 Furrrish Data
City shall timely fiirnish the data required under the Contract Documents.
8.03 Pcry When Due
City shall malce payments to Contractor in accordance with Article 14
8.04 Lands arrd Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refeis to City's
identifying and malcing available to Contractor copies of reports of explor•ations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in pj•eparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragrapll 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
l 3.03.
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9.03 Airtl�o��ized Variatio�7s ii� Work
City's Project Rep�•esentative may authorize minor variations in the Worlc fi�om the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Cont►•act Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Worlc involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Worlc as provided in Article 13, whether or not the Worlc is fabricated, installed, or
compieted.
9.05 Determirratiorrs for Work Performed
Contractor will determine the actual quantities and classifcations of Worlc performed. City's Project
Representative will review with Contractor the preliminaiy determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Docunaents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Charrges in the Work
A. Without invalidating the Contract and without notice to any sw•ety, City may, at any time or fi�om
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Worlc involved which will be perfonned under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra worlc.
B. Foy minor changes of Worlc not requij•ing changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.06 Contract Clai�ns PNocess
A. Ciry's Decision Rec�uir�ed: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be �•eferred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Conh�actor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Cont�•act
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no late�• than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party malcing the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in suppoi�t of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Ciaim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, talce one of the following actions in writing:
1. deny the Cont�•act Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole disc�•etion, it would be inappi•opi•iate for the City to do so. For purposes of fuj-ther
resolution of the Contract Claim, such notice shail be deemed a denial.
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4. Payments made by Contractor to Subcontractors for Woi•Ic pei•formed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Worlc plus a fee, the Subcontractor's Cost of the Woj•lc and fee shall
be determined in the same manne�• as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyoi•s, attoineys, and accountants) employed for services specifically related
to the Woj•lc.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incw�red in discharge of duties connected with the Worlc.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Worlc, and cost,
less marlcet value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Worlc, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other• than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and j•oyalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Worlc, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
othei• than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work fo�• the
p�u•pose of determining Contracto��'s fee.
f. The cost of utilities, fi�el, and sanitaly facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication selvices at the Site, express and courier se�vices, and similar petty cash
items in connection with the Wot•lc.
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a. the pre-bid allowances include the cost to Contractor of materials and equipment reguired
by tlle allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pt•e-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Cof�tingency Alloivarrce: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change O1•der will be issued to reflect actual amounts due
, Contractor on account of Worlc covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price WoNk
A. Where the Contract Documents provide that all or part of the Worlc is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Worlc times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be rnade by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
' cover Contractor's overhead and profit for each separately identified item. Worlc described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
worl< listed and the cost of incidental worlc included as part of the unit price.
D. City may malce an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor diffe�s materialiy and
significantly from the estimated quantity of such item indicated in tlle Ag�•eement; and
2. there is no corresponding adjustment with respect to any othej• item of Work.
E. Inc��eased or Decreased Qaiarrtities: The City r•eseives the right to order Extra Worlc in
accordance with Paragraph 10.01.
If the changes in quantities or the alterations do not significantly change the character of
worlc under the Contract Documents, the altered worlc will be paid for at the Contract unit
price.
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E. For callout wor]< or non-site specific Contracts, the plans c�uantity measurement require�nents are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Cha�7ge of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Worlc covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Docwnents, by
application of such unit prices to the quantities of the items involved (subject to the
pr•ovisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Conh�act Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for• overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Worlc involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee fo�� overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and p��ofit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Worlc
a. for costs incur�•ed under Paragraphs 11.O1.A.1, i 1.O1.A.2. and I I.O1.A.3, the
Contractor's additional fee shall be I S percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. fo�• costs incurred under Paragt•aph 11.O1.A.4 and 11.O1.A.5, the Contj•actor's fee shall be
five percent (5%);
1) where one or mo��e tiers of subconti•acts are on the basis of Cost of the Woj•lc plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and
12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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ARTICLE 13 — T�STS AND INSP�CTIONS; CORI2ECTION, REMOVAL OR ACCEPTANCE OF
DEF�CTIVE WORK
13.01 Notice of Defecis
Notice of all defective Worlc of which City has actual lcnowledge will be given to Contractor.
Defective Wo�•Ic may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and gover•nmental agencies with jurisdictional interests will
have access to the Site and the Worlc at reasonable times for their observation, inspection, and
testing. Cont�•actor shall provide them proper and safe conditions for such access and advise them of
Conti•actor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having ju�•isdiction require any
of the Worlc (or part thereo� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of mater•ials, mix designs, or eguipment
submitted for approval prior to Contractor's purchase thereof for incorpo�•ation in the Worlc.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange foi• the services of an independent testing labor•atoiy ("Testing Lab") to
perform any inspections o�� tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contr•actor shall be responsible for paying for any and all retests.
Contr•actoj•'s cancellation without cause of City initiated Testing shall be deemed a negative
i•esult and require a retest.
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Subcontracto��, any Supplier, any other individual or entity, or any surety for, oj• employee or agent of
any of them.
13.06 Co�°recliof� or Renaoval of Defective Wo�•k
A. Promptly afte�• receipt of written notice, Contracto�� shall correct all defective Worlc puisuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Worl< has
been rejected by City, remove it fi•om the P�•oject and replace it with Worlc that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and chai•ges of engineers, architects, attorneys, and other professionals and all
court or arbitration or othe�• dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of worlc of others).
Failure to require the removal of any defective Worlc shall not constitute acceptance of such
Work.
B. When coi•recting defective Worlc under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Corf•ection Period
A. If within two (2) yea�s after the date of Final Acceptance (or such longer period of time as rnay
be prescribed by the tertns of any applicable special guarantee r•equired by the Contract
Documents), any Worlc is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Worlc; or
3. if the defective Work has been rejected by City, remove it fi•om the Project and replace it
with Worlc that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Worlc, to the work
of others or other land or areas resulting therefi�om.
B. If Contractor does not promptly comply with the terms of City's wr•itten inst�•uctions, or in an
emergency where delay would cause serious rislc of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionais and all court or other dispute resolution costs)
arising out of or relating to sucl� correction ot• r•epair or such re�noval and replacement (including
but not limited to all costs of repair or replacement of worlc of othe�s) will be paid by Contractor.
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costs) incuj•red or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be chai•ged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Worlc; and City shall be
entitled to an approp�•iate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Worlc attributable to the exercise of City's rights and remedies under this
Pa1•agraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedzrle of Valz�es
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Worlc will be based on the number of
units completed.
14.02 Progress Payments
A. Applications fo�� Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Woj•k
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Conti•actoj• stating that pi•evious progress payments j•eceived on account of the
Worlc have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contcact Documents.
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B. Revie�v ofAp�licatioi�s:
1. City will, after 1•eceipt of each Application for Payment, either indicate in wl•iting a
recoimnendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the lattei• case, Contractor may malce the necessary coi•rections and
res�ibmit the Applicatio��.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Woi•Ic, and on City's i•eview of the Application foi•
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Worlc has progressed to the point indicated;
b. the c�uality of the Worlc is generally in accordance with the Contract Documents (subject
to an evaluation of the Wor�k as a functioning whole prior to or upon Final Acceptance,
the t•esults of any subsec�uent tests called for in the Contract Docutnents, a final
determination of quantities and classifications for Worlc perfortned under• PaT•ag1•aph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to cl�ecic the quality or the quantity of the Worlc as it has been
perfoi•med have been exhaustive, extended to eveiy aspect of the Worlc in pi•ogress, or
involved detailed inspections of the Worlc beyond the i•esponsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City ol• entitle City to withhold payment to Contl•actor, or
c. Contractor has complied with Laws and Regulations applicable to Conti•actor's
perfoi•tnance of the Worlc.
4. City tnay ��efi�se to p1•ocess the whole or any pal•t of any payment because of subseqttently
discovered evidence or the results of subsequent inspections or tests, and �•evise or revolce
any such payment previously made, to such extent as may be necessaiy to protect City fi�om
loss because:
a. the Worlc is defective, or the completed Worlc has been damaged by the Conh�actor or his
s��bcontractors, reguiring correction or replacement;
b. discj�epancies in quantities contained in previous applications for payment;
c. the Cont►•act Price has been reduced by Change Order•s;
d. City has been rec�uired to coi•rect defective Wor•lc or complete Worlc in accordance witll
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five pej•cent
(5%).
D. Ligz�idated Damages. For each calendar day that any worlc shall t•emain uncompleted after the
tirne specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will becorne due in accordance with the Contract Documents.
F. Redzrction in Payment:
1. City may refuse to make payment of the a�nount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual ]cnowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refi�ses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Corrtf•actor's Warraf�ty of Title
Contractor war�•ants and guai•antees that title to all Worlc, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment fi�ee and clear of all Liens.
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14.04 Pai°tial Utilizatro»
A. Prior to Final Acceptance of all the Worl<, City may use or occupy any substantially completed
pai•t of the Worlc which has specifically been identified in the Conti•act Documents, ol• which
City, detei•mines constihites a separately fi�nctioning and usable pai�t of the Worlc that can be
used by City for its intended pur•pose without significant interference with Contracto��'s
performance of the remainder of the Worlc. City at any tinle may notify Contractor in writing to
permit City to use oi• occupy any such pai-t of tlle Worlc which City determines to be i•eady for its
intended use, subject to the following conditions:
l. Contractor at any time may notify City in writing that Conti•actor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and
Contractor shall malce an inspeetion of that part of the Worlc to determine its status of
completion. If City does not consider that part of the Worlc to be substantially complete, City
will notify Contractor in wi•iting giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Finallns�eciiorr
A. Upon written notice fi•om Contractor that the entire Worlc is complete in accol•dance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contt•actor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Woi•lc is incotnplete or• defective. Contractor shall immediately talce sttch meastu�es as are
necessary to complete such Worlc oi• remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City detecmine that the Worlc is not ready for Final
Inspection, City will notify the Contractoc in wi•iting of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Worlc identified in the Final
Inspection, City will issue to Contr•actor a letter of Final Acceptance.
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14.07 Final Pcryn�ent
A. Applicatio�7 for Pcryme»t:
1. Upon Final Acceptance, and in the opinion of City, Contractor may malce an application for
final payment following the procedure for progress payments in accordance with the
Conh�act Documents.
2. The final Application for Payment shali be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance z•equired by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled;and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactoiy to City) of all Lien rights arising out of or Liens filed in connection with the
Worlc.
B. Paymej�t Beconaes Dzre:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Conti�actor's
insurance provider for resolution.
3. The malcing of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Cornpletion Delayed and Pa�•tial Retainage Release
A. If final completion of the Worlc is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
malce payment of the balance due fo�• that portion of the Wo��lc fully completed and accepted. If
the remaining balance to be held by City fo�• Worlc not fully completed o�� corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been fiu•nished as ��equired in
Paragr•aph 5.02, the written consent of the surety to the payment of the balance due for that
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poi�tion of the Worl< fiilly completed and accepted shall be submitted by Contractor to City with
tlle Application for such payment. Such payment shall be made undei• the tel•ms and conditions
governing final payment, except that it shall not constittrte a waiver of Contract Claims.
B. Pcn�tial Ret��if�age Relec�se. For a Conti•act that pl•ovides for a separate vegetative establishment
and maintenance, and test and pei•foi•mance periods following the co�npletion of all other
construction in the Contract Docnments for all Worlc locations, tl�e City �nay release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all othei• worlc.
An amount sufficient to ensul•e Contf•act compliance will be i•etained.
14.09 Waiver of Claifns
The acceptance of final payment will constitute a release of the City fi�om all claims oi� liabilities
under the Conti•act for anything done oi• fizrnished or i•elating to the wot•lc under the Contr•act
Docucnents or any act or neglect of City r•elated to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 Ciiy May Sz�spend Wo��k
A. At any time and without cause, City may suspend the Worlc or any portion thereof by written
notice to Contractoi• and which may fix the date on which Worlc will be r�esumed. Conti•actor
shall resume the Worlc on the date so fixed. During temporary suspension of the Worlc covered
by these Contract Docwnents, for any reason, the City will malce no extra payment for stand-by
time of construction ec�uipment and/or construction crews.
B. Should the Conti•actoi• 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 Contyactor, and should it be detei•mined by
mutual consent of the Conti•actor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Conti•act
Time, directly attj•ibutable to any such suspension.
C. If it sllould become necessary to suspend the Wor•Ic foi• an indefinite pei•iod, the Contractor shall
store all materials in such a mannei• that they will not obstruct or• impede the public unnecessai�ily
nor become damaged in any way, and he shall talce eveiy precaution to prevent damage or
detei•ioi•ation of the work perfo►•med; he shall pr•ovide suitable drainage about the worlc, and ei•ect
temporary structures where necessa�y.
D. Contractor may be �•eimbursed for the cost of moving his equipment off the job and i•etul•ning the
necessary equipment to the job when it is determined by the City that consh�uction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
ec�uipment and no profit will be allowed. Reimbul•sement may not be allowed if the equipment is
moved to another construction pi•oject for the City.
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15.02 City May Te�°mi�ate for Caz�se
A. TIIe occurrence of any one or mo�•e of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's peisistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failu��e to supply sufficient slcilled worlcers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failuj•e to adhere
to the City's Business Diversity Entei•p�•ise Ordinance #20020-12-2011established under
Pa�•agraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly malce good any defect in materials or workmanship, or
defects of any nature, the correction of which has been dii•ected in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, oj• otherwise
financially unable to carry on the Work satisfactorily; or
8. Contr•actor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Par•agraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Conh�actor default and formally te�•minate the Contractor's right to
complete the Contract. Contractor default shall not be deciared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contcactor's failure to
perform the Worl<.
2. If Contractor's seivices are terminated, S�u�ety shall be obligated to talce over and perform the
Worl<. If Stu•ety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding S�u•ety's pei•formance of its
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obligations, then City, without process oj• action at law, may talce over any poi-tion of the
Wol•lc and complete it as desci•ibed below.
a. If City completes the Wo��lc, City may exclude Contractor and Surety fi•om the site and
talce possession of the Worlc, and all materials and equipment incoi•porated into the Worlc
stored at the Site oc foi• which City has paid Contractor ol• Surety but wl�ich are stor�ed
elsewhere, and finish the Woi•lc as City may deem expedient.
3. Whether City or Surety completes the Worl<, Contractor shall not be entitled to receive any
fiu�thei• pay�nent until the Worlc is finished. If the unpaid balance of the Contj•act Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
fi�om completing the Worlc, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Conh�actor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Oi•der, provided that when exercising any rights or remedies under this Paragraph, City shall
not be rec�uired to obtain the lowest price for the Wot•lc performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Worlc, or any poi•tion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contcactor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
pr•ovided for in the bond requil•ements of the Contract Documents or any special guarantees
provided for unde�� the Contract Docutnents or any other• obligations otherwise prescl•ibed by
law.
C. Notwithstanding ParagT•aphs 15.02.B, Contractor's ser•vices will not be terminated if Conti•actol•
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and pi•oceeds diligently to cui•e such failtu�e within no more than 30 days of receipt of
said notice.
D. Whei•e Contractor's seivices have been so terminated by City, the tei•inination will not affect any
rights oi• ►•emedies of City against Contr•actor t11en existing oi• which may thei•eaftel• accf•ue. Any
r•etention or pay�nent of mo��eys dlie Contractor by City will not release Contractoi• fi•om liability.
E. If and to the extent tllat Contractor has provided a perfor•mance bond undei• tlle provisions of
Paragraph 5,02, the termination procedures of that bond shall not supersede the provisions of this
Article.
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15.03 City May Terminate For Conve»ief�ce
A. City may, without cause and without prejudice to any other right o�• remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contj•actor 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 prestuned and established when the lettej• is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop worlc 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
necessa�y 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 perfonnance of the
Worlc terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Worlc, suppiies and
other material produced as a part of, or acquired in connection with the performance of,
the Wor•lc terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the proper-ty related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, cei-tified as to quantity and quality, of any or• all
items of termination inventoiy not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF PORT WORTH
S'i'ANDARD CONS'I'I2UC'PION SPEC]FCATION DOCUMEN7'S
Revision: December2l, 2012
00 �2 00 - i
General Conditions
Page61 of63
D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to vei•ification by the City upon removal of the items oi•, if the items
are stored, within 45 days fi•om the date of submission of the list, and any necessa�y adjustments
to cor•rect the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his tennination
claim to the City in the fol•m and witl� the certification prescribed by the City. Unless an
extension is made in wi•iting within such 60 day pej�iod by the Conh�actor, and gi•anted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
l. completed and acceptable Wo�•Ic executed in accordance with the Contract Documents prior
to the effective date of termination, including faii• and reasonable sums for ovei•head and pi•ofit on
such Wo�•lc;
2. expenses sustained prior to the effective date of termination in performing services and
fwnishing laboi•, matel•ials, or equipment as j•equired by the Contract Documents in connection
with uncompleted Woi•lc, plus fair and reasonable sums for ovei•head and pi•ofit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the faihu�e of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Worl<, the City shall determine, on the basis
of information available to it, the atnount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting fi•om such termination.
ARTICLE 16 — DISPUTE ItESOLUTION
16.01 Nlethods a»d P�°ocedzn°es
A. Either• City or• Conti•actor may t•equest mediation of any Contract Claim submitted foi• a decision
under Paragraph 10.06 before such decision becomes final and binding. The request fo��
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Parag►�aph 10.06.E.
B. City and Contr•actor sllail pai•ticipate in the mediation process in good faith. The pr•ocess shall be
comrnenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial ptusuant to Paragraphs 10.06,C.3 or 10.06.D shall become final and binding 30 days after
termination ofthe mediation unless, within that ti�ne period, City or Contractor:
CITY OF PORT WORTH
STANDARD CONSTRUC(70N SPGCIPCATION DOCUNIENTS
Revision: December2l, 2012
007200- I
General Conditions
Page 62 of 63
1. elects in writing to involce any othej� dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Ciai�n to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Givi�g Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1, delivered in person to the individual or to a member of the firm or to an officer of the
corporation fo�• whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Ci�nlulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty o�• guar•antee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
C1TY OF F012T WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: D�cember2l, 2012
007200-1
General Conditions
Page 63 of'63
17.04 Szn•vival of Obligatiorrs
All repi•esentations, indemnifications, wai•ranties, and guarantees made in, 1•equil•ed by, ol• given in
accoi•dance with tlle Contt•act Documents, as well as all continuing obligations indicated in the
Contr•act Documents, will stu�vive final payment, completion, and acceptance of the Woi•lc or
tet7nination or completion of the Cont1•act ol• termination of the services of Contractor.
17.05 Headi�gs
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
Genei•al Conditions.
CITY O� FORT WORTH
S'I'ANDARD CONSTRUCTION SPECIPCA'I'ION DOCUMENTS
Revision: Dc�cember2l, 2012
00 73 00 - I
SUPPLEMEN'I'ARY CONDITIONS
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S�CTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full fo�•ce and effect as so modified or supplemented. All pi•ovisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are insh•uctions that modify or supplement specifc paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications.
SC-4.01 A
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Conh•actor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A1., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
�1larch 18, 2014:
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
Parcel No. 1 PE, TE Kenneth Ray Autry June 2014
Parcel No. 2 PE, TE Part 1&2 Oncor Electric Delivery Company, L.L.C. June 2014
Parcel No. 3 PE, TE G.G.T., L.P. June 2014
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor conside�s the final easements provided to differ materially from the representations on the
Contract Dt•awings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
CITY OP FORT WORTH
STANDARD CONSTRUC'1'lON SPECIFICATION DOCl1MI:NTS
Revised April 1, 2013
GLEN GARDEN
OOd76
00 73 00 - 2
SUPPLEMEN"I'ARY CONDl7'IONS
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SG4.OIA.2, "Availability of L�ncls"
Utilities or obstructions to be i•emoveci, adjusted, �nd/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of tYlarcl� 18, 2014:
EXPECTED
OWNER
UTILITY AND LOCATION
TARGET DATE OF
ADJUSTMENT
Oncor
Atmos
Overhead Electric
Gas Line
Construction Phase
Construction Phase
The Conti•actor undeistands and agrees that the dates listed above are estimates only, are not guai•anteed,
and do not bind the City.
SC-4.02A., "Subsurface and Pliysical Conditions"
The following are ceports of explorations and tests of subsw•face conditions at the site of the Work:
A Geotechnical Engineering Study, Drainage Impi•ovements Glen Garden, Report No. 117-I 1-145, dated
Septembei• 201 I, pi•epared by CMJEngineering, b�c, a sub-consultant of HalffAssociates, Inc., a consultant
of the City, providing additional information on the sarbsznface conditions in the pr�oject lin�its.
The following are drawings of physical conditions in or relating to existing surface and subsurface
structw•es (except Undei•gi•ound Facilities) which are at or contiguous to the site of the Work:
None
SC-4.06A., "Hazardous �nvironmentat Conclitions �t Site"
The following ai•e reports and drawings of existing hazai•dous environmental conditions known to the City:
No��e
SG5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, dil•ectol•s, agents and employees.
(1) City
(2) Consultant: HalffAssociates, hac
(3) Other: None
SG5.04A., "Contractor's Insur�nce"
The li�nits of liability foi• the insurance i•equired by Paragraph GG5.04 shall provide the following
coverages for not less than the following amounts oi• greater whei•e requi►•ed by laws and i•egulations:
5.04A. Workers' Compensation, under Parag��aph GG5.04A.
Stalirto�y lin�its
Employer's liabilih�
c�Tv oe roaT� woaTF�
STANDARD CONSTRUCTION SPECIFICA7'ION DOCUM�NTS
Revised April l, 2013
GL,BN GARDEN
00476
007300-3
SUPPLEMEN"I'ARY CONDITIONS
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�100,000 each accidefat/occarrrence
$100,000 Disease - each employee
$500, 000 Disease - policy lin�it
SG5.04B., "Contractor's Insurance"
5.04B. Commercial General Liabiiity, under Paragraph GG5.04B. Contractor's Liability Insurance
under Pai•agi•aph GC-5.04B., which shall be on a per project basis covering the Contractor with
minimum limits of:
$1,000,000 each occurrence
$2, 000, 000 aggregate limit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., "Contractor's Insurance"
SA4C. Automobile Liability, under Paragraph GG5.04C. Conh•actor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily Inja�ry pe�� person /
$500, 000 Bodily b�jzir•y per accident /
$100, 000 Froperty Damage
SG5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks None.
The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
hinder, or obstruct the railroad campany in any manner whatsoever in the use or operation of its/their trains
or other propei-ty. Such operations on railroad properties may require that Contractor to execute a"Right of
Ent�y Agreement" with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-ent►y (if any) required by a railroad company. The requirements specified herein likewise relate
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
cove►•age for not less than the following amounts, issued by companies satisfactory to the City and to the
Raih•oad Company for a term that continues for so long as the Contractor's operations and worlc cross,
occupy, or touch railroad propei-ty:
(1) General Aggregate: $Conirrrn Limits witl� Raih•oad
(2) Each Occurrence: $Confirm Limits N�ith Railroad
CITY OF FOR7' WOR'I'H GLEN GAItDEN
STANDARD CONST'RUCT(ON SPECIPICATION DOCUMENTS OOd76
Revisetl April l, 2013
00 73 00 - 4
SUPPLEMENTARY CONDITIONS
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Re��t�ired for ihis Contract
X Not reqzrired fo�� tlais Conb�act
With respect to the above outlined insurance requirements, the following shall govern:
1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
the name of the railroad company. However, if more than one grade separation or at-grade
ci•ossing is affected by the Project at entii•ely separate locations on the line or lines of the sa►ne
rail�•oad company, separate coverage may be rec�uired, each in the amount stated above.
2. Where moi•e than one railroad company is operating on the same right-of-way or where several
railroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's right-of-way at a location entirely separate fi•om the grade separation or at-
grade crossing, insurance coverage for this work must be included in the policy covering the grade
separation.
4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
way, all such othe�• woi•]c may be covered in a single policy for that raih�oad, even though the work
may be at two or moT•e separate locations.
No worlc oi• activities on a railroad company's pi•operty to be performed by the Contractor shall be
commenced until the Cont��actor has furnished the City with an original policy or policies of the insurance
for each raih•oad company named, as required above. All such insurance must be approved by the City and
each affected Raili•oad Company pi•ior to the Contractor's beginning work.
The insurance specified above must be carried until all Work to be pei•foimed on the railroad right-of-way
has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
insurance must be carried during all ��laintenance and/or repair work performed in the railroad right-of-way.
Such insurance must name the raih�oad company as the insw•ed, together with any tenant or• lessee of the
railroad company operating over h•acks involved in the Project. '
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 foi• the pj•oject.
SC-6.07., "Wage R�tes"
The following is the prevailing wage rate table(s) applicable to this pi•oject and is provided in the
Appendixes:
<List the pi�evniling wage ��ate table(s) npplicaG/e 101/re type of co�rst��i�ctiorr beiirg providerl iyr t/iis
contrnci>
<Barzzsaw location, Resoan�ces/02-Constrz�ction Docao»ents/Specifrcations/Div 00-General
Co»ditions/CF�V Yl�crge Rate Table 20080708.pdf>
SC-6.09., "Permits and Utilities"
SC-6A9A., "Contractor obt�ined permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the Conh•actor:
None
SG6.09B. "City obtained permits and licenses"
The following are 1<nown permits and/or licenses rec�uiced by the Contract to be acquired by the City: None
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1, 2013
GLEN GARDGN
OOd76
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SUPPLGMENTARY CONDITIONS
Page 5 of'S
SG6.09C. "Outstanding permits and licenses"
The following is a list of I<nown outstanding permits and/or licenses to be acquired, if any as ofJanz�ai}� 9,
2014.
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
No��e
SC-7.02., "Coordination"
The individuals or entities listed below have conri•acts with the City for the performance of other work at
the Site:
Vendor Sco e of Worlc Coordination Authorit
None
SC-8.01, "Communications to Contractor"
Contractor shull coordinate constrzrctio» wzth all franchise a�tilities, including, batt not linaited to Onco�� and
Atmos. Da�ri��g constructioiv Oncor� rnust terr�porarily relocate an existing overhead electric power pole at
the north east cor»er of Fair��ay Drive at7d Eastline Drive to the east right-of-way line along Eastline Dr.
jvithin the project linaits. Atrr�os has 2-inch, 3-inch and 6-inch gas lines ct�ossing the piroject. Atmos nnrst
relocate a 3-inch gas line in the intersection of Glen Gardefl Avenue, Heather Trail and Robert Burns. The
Ciry's Cond�actor must schedzrle activities around this construction. Remobilization charges will not be
considered.
SG9.01., "City's Project Representative"
The following firm is a consultant to the City responsible for construction management of this Project:
None
SC-13.03C., "Tests and Inspections"
None
SC-16.O1C.1, "Methods and Procedures"
No»e
END OF SECTION
CITY OF PORT WOR7'H
STANDARD CONS7'RUCTION SPECIFICATION DOCUML'NTS
Revised April 1, 2013
GLEN GARDEN
ODd7G
o>>>oo-�
SUMMARY OF WORK
Page I of 3
1
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3 PART1- G�NERAL
SECTION O1 11 00
SUMMARY OF WORK
4 1.1 SUMMARY
5 A. Section Incl��des:
6 1. Summaiy of Worlc to be performed in accordance with tl�e Contract Documents
7 B. Deviations from this City of Fort Worth Staudard Specification
8 1. None.
9
10
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12 1.2
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
PRICE AND PAYM�NT PROCEDUR�S
13 A. Measurement and Payment
14 1. Worl< associated with tl�is Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIV� REQUIREMENTS
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the D�•awings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, sucl� as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on t}�e standard bid item list, then the item sl�all
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safelceeping of materials and
equipment stoi•ed on the Site.
3. Use and occupy only portions of the public streets and alleys, or otl�er public places
or otl�er rights-of-way as provided for in tl�e ordina�lces of the City, as sl�own in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amowit of tools, materials, and equipment fo�• construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORT}I GLEN GARDGN
STANDARD CONSTRUCTiON SPGCIFICA7'ION DOCUMENTS 00476
Revised December 2Q 2012
Ol I1 00-2
SUMMARY OF WORK
P�ge 2 of 3
1 b. Excavated and waste matei•ials shall be stored in sucll a way as not to interfere
2 with the use of spaces that may be designated to be left fi�ee and unobsti•ucted
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by ��ailroad tcacks, the Worl< sl�all be carf•ied on in such
5 mannef• as not to interfer•e with tl�e opei•ation of the raih�oad.
6 1) All Worlc shall be in accordance with railr•oad requirements set foi�th in
7 Division 0 as well as the railroad permit.
D. Work within Easements
9 l. Do not entei• upon pr•ivate pi•operty for any pw•pose without having previously
10 obtained permission fi•om tl�e owner of such property.
11 2. Do not store equipment or material on private property unless a»d u»til the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otl�erwise, clear all rights-of-way or easements of
15 obstructions wl�ich must be removed to make possible proper p�•osecution of tl�e
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to preveirt damage to, all trees, shrubbely, plants,
18 lawns, fences, culverts, curbing, and all otl�er types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, ove�•head pole lines, or
20 appurtenances tl�ereof, including the construction of temporary fences and to all
21 other pl�blic or private pr•opei•ty adjacei�t to the Woi•k.
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5. Notify the proper representatives of the owners or occupants of tl�e public or private
lands of interest in lands wl�ich migl�t be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, compa�ly, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by tl�e Work.
c. Be responsible for all damage or inju�y to property of any character resulting
from a�iy act, omission, neglect, or misconduct in the man�le�• or metliod or
execution of the Work, or at ai�y time due to defective work, lnaterial, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or• a better than original condition.
b. Erect temporaiy fencing in place of the fencing removed whenever the Wo�•k is
not in progress and when the site is vacated overnigl�t, and/or at all times to
provide site security.
c. The cost for all fence work witl�in easeme»ts, including removal, te�nporary
closures and replacement, shall be subsidiary to tl�e various ite�ns bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN"fS
Revised December 20, 2012
GLEN GARDEN
00476
011100-3
SUMMARY OF WOI2K
Page 3 of 3
1 1.5 SUBMITTALS (NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
7 1.11 FI�LD [SIT�] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT US�D]
�
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�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH GLEN GARDCN
S"1'ANDARD CONSTRUCI'ION SPGCIPICATION DOCUMENTS 00476
Revised December 20, 2012
O12500-1
SUE3S7'ITUTION PROCEDURES
Page 1 of4
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4 1.1 SUMMARY
SECTION O1 25 00
SUBSTITUTION PROCEDURES
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or tnore of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 a Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Speci�cation Sections include, but are not necessarily limited to:
17 1. Division 0— Bidding Requirements, Co�itract Forms and Conditions of the Conh�act
18 2. Division 1— General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 l. Work associated with this Itern is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contracto�• for substitution of products in place of
those specified.
2. Certain types of equipment and 1<inds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. Wl�en this metl�od of specifying is used, it is not intended to exclude fi�om
consideration other products bearing other manufacture�•'s or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following couditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond contro) of Contractor;
or,
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUC"I'ION SPGCIFICA'I'ION DOCUNIENTS 00476
Revised July l, 201 I
012500-2
SUBSTITUTION PROCEDURES
Page 2 of4
b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attacl�ed)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. Afte�• award of Contract
7 b. Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, wl�en a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telepl�one number and representative contact name
c) Specification Section or Drawing r•eference of oi•iginally specified
product, including discrete name or tag number assigned to original
product in the Co�rtract Documents
2) Manufacturer's literature clearly marlced to show compliance of proposed
product with Contract Documents
3) Ite�nized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product eYperience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning pr•oposed pc�oduct
c) Available field data and reports associated witl� proposed product
5) Samples
a) Provide at rec�uest of City.
b) Samples become the property of tl�e City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
42 1. Written appi•oval or rejection of substitutiou given by the City
43 2. City reserves the right to rec�uire proposed product to comply with color and pattern
44 of specified product if necessa�y to secure design intent.
45 3. In tl�e event the substitution is approved, the resulting cost and/or time reduction
46 will be documented by Cl�ange Order in accordance with the General Conditions.
C1TY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICA7'ION DOCUMEN7'S 00476
Revised July l, 20ll
012500-3
SUBSTITUTION PI20CEDURES
Page 3 of 4
1 4. No additioual contract time will be given for substitution.
2 5. Substitution will be rejected if:
�� 3 a. Submittal is not through the Contractor witl� his sta�np of approval
' 4 b. Request is not made in accordance with this Specification Section
5 c. In the City's opinion, acceptance will require substantial revision of the original
6 design
7 d. In the City's opinion, substitution will not perform adec�uately the function
8 consiste�lt witl� tlie design intent
, 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
13 A. In making request for substitution ar in using an approved product, the Conh•actar
14 represents that the Conh�actar:
IS 1. Has investigated proposed product, and has determined that it is adequate or
16 superior in all respects to that specified, and that it will perform function for which
17 it is intended
18 2. Will provide same guarantee for substitute item as for product specified
19 3. Will coordinate installation of accepted substitution into Work, to include building
20 modifications if necessary, making such changes as may be required for Work to be
21 complete in all respects
22 4. Waives all claims for additional costs related to substitution which subsequently
23 arise
24 1.10 D�LIVERY, STORAG�, AND HANDLING [NOT US�D]
25 111 FIELD [SITE] CONDITIONS [NOT USED]
26 112 WARRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OP FOI2T WORTH
S7'ANDARD CONSTRUCTiON SPECIFICATION DOCllMEN7'S
Revised .luly 1, 2011
GLL'N GARDEN
00476
o�zsoo-a
SllBST1TUT10N PROC�DURGS
P�ge 4 of 4
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EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hel•eby sub�ilit for yotu• cousideration tl�e followi�ig product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason fo�• Substitution:
Include complete information on changes to Drawings and/or Specifications wl�ich proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will tl�e undersigned coirtcactor pay for changes to the building design, includiug engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or pi•oduct delivery time?
E. Manufacturer's guarantees of tl�e proposed and specified items are:
Equal Better (explain on attachment)
The undejsigned states that the fuuction, appearance and quality are equivalent or superiol• to tl�e
specified item.
Submitted By: For Use by City
S i gn at�u�e
as noted
Fi�•m
Address
Date
Telepl�one
For Use by City:
Appi•oved
City
_ Recommended _ Recommended
Not recommended Received late
By
Date
Remarks
Date
CITY OF FOR'I' WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised luly l, 201 I
Rejected
GLEN GARDFN
00476
O1 31 19 - 1
PRECONSTRUCTION MEE'I'1NG
Page 1 of 3
1
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3 PART1- GENERAL
4 1.1 SUMMARY
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13 1.2
SECTION O1 31 19
PRECONSTRUCTION MEETiNG
A. Section Includes:
1. Provisions for the preconstructio» meeting to be held prior to tl�e start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections i»clude, but are not necessarily limited to:
1. Division 0— Biddit�g Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
� 15 1. Worlc associated with this Item is considered subsidiary to tl�e various items bid.
� 16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE R�QUIREMENTS
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A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and autl�orized to act on behalf of the entity eacl� represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare tninutes and retained by City for
firture reference.
B. Preconstruction Meeting
1. A p�•econstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City.
2. Tl�e Project Representative will preside at the meeting, prepare the notes of tl�e
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of tl�e meeting.
3. Attendance shall include:
a. Project Representative
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF P'OR"I' WORT}I GLEN GARDEN
STANDARD CONSTRUCTION SPECIPiCATION DOCUMENTS 00476
Revised August 17, 2012
O1 31 19 - 2
PRGCONSTRUCTION MGGT[NG
Page 2 of 3
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e. Other City represe�rtatives
f. Otl�ers as appcopriate
4. Constrttction Schedule
a. Prepare baseline construction scl�edule in accordance witl� Section O1 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminaiy Agenda may include:
a. Introduction of Project Pei•sonnel
b. General Description ofProject
c. Status of right-of-way, utility clear•ances, easements or otl�er pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Stalcing
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
L Insut'ance Renewals
m. Payroll Certification
n. Material Cei-ti�cations and Quality Contt•ol Testing
o. Public Safety and Convenience
p. Documentation of Pre-Const�•uction Conditions
q. Weelcend Work Notification
r•. Legal Holidays
s. Trencl� Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Waining System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Reco�•d Drawings
f£ Temporaiy constj�uction facilities
gg. M/WBE o�� MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMGNTS
Revised August 17, 2012
GLEN GARDEN
00476
O1 31 19 - 3
PRGCONSTRUCTION MEE'I'ING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SiJBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
3 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
4 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
5 19 QUALITY ASSURANC� [NOT USED]
6 1.10 DELIV�RY, STORAG�, AND HANDLING [NOT USED]
7 l.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT US�D]
10 PART 3- EXECUTION [NOT USED]
�
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C17'Y OF FORT WOR"i'H GLEN GARDEN
STANDAI2D CONSTRUC7'lON SPECIi'ICATION DOCUMENTS 00476
Revised August 17, 2012
013120-1
PROJGC"I' ML-'ETINGS
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
S�CTION Ol 31 20
PROJECT MEETINGS
5 A. Section Includes:
6 1. Provisions for project meetings throughout the construction period to enable orderly
7 review of the progress of the Work and to provide for systematic discussion of
8 potential problems
9 B. Deviations this City of Fort Worth Standard Specification
10 l. None.
11 C. Related Specification Sections include, but are not necessarily limited to:
l2 l. Division 0— Bidding Requirements, Conti•act For�ns and Conditions of the Contract
13 2. Division 1— General Requirements
14 1.2 PRICE AND PAYM�NT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
l7 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Coordination
21 1. Scl�edule, attend and administer as specified, periodic progress meetings, and
22 specially called meetings throughout progress of the Work.
23 2. Representatives of Contractor, subcontractars and suppliers attending meetings
24 shall be qualified and authorized to act on behalf of the eirtity each represents.
25 3. Meetings administered by City may be tape recorded.
26 a. If recorded, tapes will be used to prepare minutes and retained by City for
27 firture reference.
28 4. Meetings, in addition to those specified in this Section, may be held when requested
29 by the City, Engineer or Contractor.
30 B. Pre-Construction Neighborhood Meeting
31 1. After the execution of the Agreement, but before const�•uction is allowed to begin,
32 attend 1 Public Meeting with affected residents to:
33 a. Present projected schedule, including construction sta��t date
34 b. Answer any consti•uction related questions
35 2. Meeting Location
36 a. Location of ineeting to be detertnined by the City.
37 3. Attendees
38 a. Contractor
CiTY OF PORT WORTH GLEN GARDEN
S"I'ANDARD CONSTRUC"1'lON SPECITICATION DOCUMENTS 00476
Revised July I, 2011
013] 20-2
PROJECT MEETINGS
P�ge 2 of3
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b. Project Representative
c. Other City repr•esentatives
4. Meeting Schedule
a. In general, tl�e neighborhood meetin� will occur witl�in tl�e 2 weelcs following
tl�e pre-construction conference.
b. In no case will constructiou be allowed to begin until this meetiug is l�eld.
C. Progress Meetings
l. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings sl�all include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
a Coordination between other consti•uction projects
d. Resolution of construction issues
e. Equipment approval
3
�
The Project Representative will preside at progress meetings, prepare the notes of
tl�e meeting and distribute copies of the same to all pairticipants who so request by
fully completing the atte�idance forin to be circulated at the beginning of eacll
meeting.
Attendance shall include:
a. Contractor's project manager
b. Contractor's supet•intende�rt
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or tl�e City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work pi•ogress since previous meeting
b. Field observations, problems, conflicts
c. Items wl�icl� impede construction schedule
d. Review of off-site fabrication, deliveiy schedules
e. Review of constcuction inte�•facing and sequencing requirements with other
construction contracts
£ Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Pi•ogress, schedi�le, durin� succeeding Work period
i. Coordination of schedules
j. Review submittal scl�edules
1<. Mainteuance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
u. Review Record Documents
o. Review monthly pay request
p. Review status of Requests for Information
C1TY OF I'ORT WOR'I'H
S"CANDARD CONS7'RUC'I'ION SPECI�ICATION DOCUMENTS
Revised .1uly l, 2011
GLEN GARDEN
00476
013120-3
PROJECI' MGGTINGS
Page 3 of3
� � 1 6. Meeting Scl�edule
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
4 1) Additional meetings may be l�eld at tl�e request of the:
5 a) City
6 b) Engineer
' 7 c) Cont�•actor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable, meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT US�D]
12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
, 14 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
15 1.9 QUALITY ASSURANC� [NOT USED]
16 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT US�D]
17 l.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARI2ANTY [NOT US�D]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USED]
21
22
23
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDAI2D CONS`Cl2UCTION SVECIFICATION DOCUMENTS
Revised luly 1, 2011
GLEN GARDGN
00476
013216-1
CONSTRUCTION PROGI2ESS SCHEDULE
Page 1 of 5
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section I»cludes:
6 I. General requirements for the preparation, submittal, updating, status reporting and
7 �na��agement of tl�e Consh•uction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Woi�tl� Standard Specification
I 1 1. None.
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C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to tlie various items bid.
No separate payment will be allowed for this Item.
REF�RENC�S
A. Definitions
1. Scl�edule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
p�•ojects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline witl�
interconnection to another governmental entity
e. Tier 5- Schedule submittal required by contract as described in the
Speci�catio�� and l�erein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might i��clude a water or wastewater treatment plant
2. Baseline Schedule - Initial scliedule submitted before woi•lc begins that will serve
as the baseline for measuring progress and depai�tures from the schedule.
3. Progress Scheciule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
CITY OP FOR"i' WOR'I'H GLEN GARDEN
STANDARD CONS7'RUCTION SPLCIFICATION DOCUNIENTS 00476
Revised July I, 2011
Ol 32 I6 - 2
CONSTRUCTION I'ROGRESS SCHEDULE
Page 2 of 5
I 4. Schedule Narrative - Concise narrative of the schedule including schedule
2 changes, expected delays, ]<ey schedule issues, critical path items, etc
3 B. Reference Standards
4 1. City ofFort Wortl� Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
6 A. Baseline Schedule
7 1. General
8 a. Pc•epare a cost-loaded baseline Schedule using approved software and the
9 Critical Path Method (CPM) as required in the City of For•t Worth Schedule
10 Guidance Docu�nent.
11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
12 understanding of the worl< to be performed and lcnown issues and constraints
13 related to the schedule.
14 c. Designate an authorized representative (Project Scheduler) responsible for
15 developing and updating the schedule and preparing reports.
16 B. Progress Scl�edule
17 1. Update the progress Schedule monthly as required in the City of Fort Wortl�
18 Scl�edule Guidance Document.
19 2. Pr•epare the Schedule Nari•ative to accompauy the monthly progress Scl�edule.
20 3. Change Orders
21 a. Inco�•porate approved change orders, resulting in a change of contract time, in
22 the baseline Schedule in accordance with City ofFort Worth Scliedule
23 Guidance Docu�nent.
24 C. Responsibility for Schedule Compliance
25 1. Wheneve�� it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critica( patl� I�ave resulted and the Contract completion
27 date will not be met, or when so directed by the City, make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recoveiy Plan to the City for approval ��evised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or a�•rest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially eliminate the baciclog of worlc and return current Schedule to
35 meet projected baseline completion dates
36 3) Increase tl�e »umber of working hoL�rs per shift, shifts per day, working
37 days per weelc, the amount of construction equipment, or any combination
38 of the fo�•egoing, sufficiently to substantially eliminate the backlog of worlc
39 4) Rescl�edule activities to achieve �naximum practical concur�•ency of
40 accomplishment of activities, and comply with the revised schedule
41 2. If no written statement of the steps inteilded to talce is submitted when so rec�uested
42 by the City, the City may direct the Contractor to increase tl�e level of effort in
43 manpower (ti•ades), equipment and work schedule (overtime, weel<end and l�oliday
44 wo�•k, etc.) to be employed by the Contractoi• in order to remove or a�•rest the delay
45 to the critical path in the approved schedule.
46 a. No additional cost foi• sucll woi•lc will be considered.
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONST'RUCTION SPLCIFICATION DOCUMENTS 00476
Revised July I, 20l 1
01 32 16 - 3
CONSTRUCTIONPROGRESSSCHEDULE
Page 3 of 5
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D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessaiy to determine wl�ether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justifcation and supporting
evidence, make findings of fact and will advise tl�e Contractor, in
writing thei•eof.
2) If the City finds that tl�e requested extension of time is entitled, the City's
determination as to the total mm�ber of days allowed for the extensions
shall be based upon the approved total baseline schedule aud on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
tlie network will not be the basis for a change therein.
2. Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time li�nit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
worlc or Contract completion time to reflect the changed conditions and tl�e
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available f7oat tirne in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with worl< accordiug to early start dates, and the City shall have the
rigl�t to reserve and apportiou float time according to tl�e needs of the project.
CITY OF FOR7' WORTH
S7'ANDARD CONSTRUC7'lON SPEC1PlCATION DOCUMEN"I'S
Revised ,luly I, 2011
GLEN GARDEN
00476
OI 32 16-4
CONSTRUCTIONPROGRESSSCHEDULE
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c. Acl<nowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing tl�at the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where worlc is to be performed w�der this Contract concurrently witl� or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Scl�edule shall be coordinated with the schedules ofthe other contcacts.
a. Obtain tl�e schedules of the other appropriate contracts fi•om tl�e City for the
preparation and updatiug of Baseline schedule and make the required changes
in his scl�edule wl�en indicated by chauges in coi•responding schedules.
2. In case of interference between the operations of different contractors, the City will
determine tl�e wor]< prior•ity of each contractor and the sequence of work necessary
to expedite the completion of tl�e entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. Tl�e temporary delay of any work due to sucl� circtunstances shall not be
considered as justification for claims far additional compensation.
18 1.5 SUBMITTALS
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A. Baseline Sclledule
1. Submit Schedule in native file format and pdf format as required in tl�e City of Fort
Woi-th Schedule Guidauce Document.
a. Native file fo�•mat includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit draft baseline Scl�edule to City prior to the pre-construction meeting and
bring in haed copy to the meeting for review and discussion.
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 2. Submit progress Schedule monthly no later than the last day of the month.
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C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later tl�an tl�e last day of the month.
34 D. Submittal Process
35 l. The City administers and manages schedules through Buzzsaw.
36 2. Contractor shall submit documents as rec�uired in the City of Fort Wo��th Schedule
37 Guidance Document.
38 3. Once the project has been completed and Final Acceptance has been issued by the
39 City, no furtl�er p�•og�•ess schedules are rec�uired.
CITY OF FORT WORTIi GLEN GARDEN
STANDARD CONSTRUCTION SPGCIFICA"1'ION DOCUMENTS 00476
Revised.luly 1,2011
013216-5
CONSTRUC"I'ION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANC� MAT�RIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in tl�e prepai•ation of schedules of similar complexity.
' 7 B. Schedule and supporting documents addressed in this Specifcation shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is i•esponsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
11 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
12 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
13 112 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
I S PART 3- EXECUTION [NOT USED]
�
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18
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FOR'1' WORTH
STANDARD CONSTRUC'I'ION SPECtFiCAT10N DOCUMEN"t'S
Revised July l, 2011
GLEN GARDEN
00476
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S�CTION Ol 32 33
PRECONSTRUCTION VIDEO
O1 32 33 - t
PRECONSTRUCTION V1DE0
Page 1 of 2
1.1 SUMMARY
A. Section Includes:
l. Administrative and procedural requirements for:
a. Preconstruction V ideos
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Worlc associated witli this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFER�NCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 D�LIV�RY, STORAG�, AND HANDLING [NOT US�D]
1.11 FIELD [SITE] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT US�D]
PART 2 - PRODUCTS [NOT US�D]
C1TY OP FORT WOR'I'H
STANDARD CONSTRUCTION SPGCIPICATION DOCUMENTS
Revised 1uly I, 201 ]
GLEN GARDEN
0047G
O1 32 33 - 2
PRECONS"IRUCTION VIDEO
PART 3 - �X�CUTION [NOT US�D]
�ND OF S�CTION
Page 2 of 2
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTFI GLEN GAItDEN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00476
Revised July 1, 20I 1
013300-1
SUE3M1'I"I'ALS
Page 1 of 8
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fc� 7� t711i �l1�►1� �7� !_,
4 1.1 SUMMARY
S�CTION Ol 33 00
SUBMITTALS
5 A. Section lncludes:
6 1. General methods and requireme»ts of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List sub�nittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
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17 1.2
C. Related Specification Sections include, but ar•e not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Coi�ditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REF�RENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREM�NTS
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A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals fi•om the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
� Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit sub»�ittals sufficiently in advance of the Work.
C1TY OP FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECI('ICATION DOCUMENTS 00476
Revised December 20, 2012
013300-2
SUBMITTALS
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d. Mal<e submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Wot•k or in the work of any other
conteactor.
B. Submittal Numbering
1. Wheu submitting shop drawings or samples, utilize a 9-chal•acter submittal cross-
reference identification numbering system in the following manner:
a. Use the �rst 6 digits of the applicable Specifcation Section Number.
b. For the next 2 digits number use nwnbers 01-99 to sec�uentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating tl�e resubmission of tl�e same drawing (i.e.
A=2nd submission, B=3rd submission, C=4t1� submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under• this Specification Section
3) B is the third submission (second resubmission) of tl�at particular sllop
drawing
C. Conh•actor Certification
21 1. Review shop drawings, product data and sa►nples, including those by
22 subcontractors, prior to submission to determine and verify the following:
23 a. Field measure�nents
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each sl�op d�•awing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 a Certification Statement
32 1) "By tl�is submittal, I I�ereby represent tl�at I l�ave determined and verified
33 field meas�i�•ements, field consti•uction c►•itei•ia, materials, dimensions,
34 catalog numbers and similar data and I have checiced and coordinated each
35 item with other applicable approved shop drawings."
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D. Submittal Format
1. Fold shop drawings larger than 8 Yz inches x I 1 incl�es to 8'/2 inches x 11 inches.
2. Bind shop d�•awings and pr•oduct data sl�eets together.
3. Order
a. Cover Sheet
1) Desci•iption of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
C1TY OF FORT WORTH
STANDARD CONSTI2UCTION SPECIPICATION DOCUMENTS
Revised December 20, 2012
GLGN GARDEN
00476
01 33 00 - 3
SUBMIT"I'ALS
Page 3 of 8
1 2. Tl�e Project title and number
2 3. Contractor identification
3 4. The names of:
4 a. Contractor
S b. Supplier
6 c. Manufachu•er
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as silch
] 0 7. Relation to adjacent or critical features of the Worlc or matei•ials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highligl�ting of deviations from Contract Documents
13 10. Identification by l�ighlighting of revisions on resubmittals
14 11. An 8-inch x 3-incl� blank space for Contractor and City stamps
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F. Shop Drawings
1. As speci�ed in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopworlc manufacturing instructions
e. Custom templates
£ Special wiring diagrains
g. Coordination drawings
h. Individual system or equipment inspection and test repo��ts including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standa�•d prepared data for manufactured products (sometimes referred to as
catalog data)
1) Sucl� as the manufacturer's product speci�cation and installation
IllSil'UCil017S
2) Availability of colors a►�d patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH GLEN GARDGN
STANDARD CONSTRUC"1'ION SPECI}�ICA'I'lON DOCUMENTS 00476
Revised December 20, 2012
o� 33 00 - a
SUBMITTALS
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7) Standard wi�•ing diagrams
8) Pri��ted peiformance cufves and operational-range diagrams
9) Prodttction or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and �•ecommended
spare-parts listing and printed product warranties
12) As applicable to the Worlc
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of tl�e Worlc sucli as:
1) Sections of �nanufactured or fabricated Worl<
2) Small cuts or containers of materials
3) Complete units of repetitively used pi•oducts color/texture/pattern swatcl�es
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by tl�e City for independent
inspection and testing, as applicable to the Worlc
18 I. Do not start Worlc requiring a shop drawing, sample or product data nor any inaterial to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purcl�ased or on-site construction accomplished
21 which does not conform to approved sl�op drawings and data is at the Contractor's
22 rislc.
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2. The City will not be liable for any expense or• delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Worlc, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Sllblllliill DISiI'lbllil011
1. Electronic Distribution
a. Confii•In development of Project di1•ectory for electronic submittals to be
uploaded to City's Buzzsaw site, or another eYternal FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated pt•oject directo�y and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires mo�•e than l hard copy of Shop Drawings
t•etui•ned, Cont�•actor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated pj•oject directory and notify appropriate
City representatives via email of subu�ittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to tl�e Project Repi•esentative
2. Ha�•d Copy Dist1•ibution (if required in lieu of electronic distribution)
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
0047G
013300-5
SUBMITTALS
Page 5 of 8
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a. Shop Drawings
1) Dish�ibuted to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor sl�all submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
a Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general confonnance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All ris]<s of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departm•e fi•om tl�e Contract requiren�ents which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performai�ce, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAICEN" is assigned wl�en tl�ere are no »otations or
convnents on the submittal.
a) When returned under this code the Contractor may release the
equipmeut and/oi• �naterial for �nan��facture.
b. Code 2
CI'I'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised December 20, 2012
GLEN GARDEN
00476
013300-6
SUBMITTALS
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) Tl�e Contractol• may f•elease the ec�uipment or mate�•ial for manufactiire;
I�owever, all notatious and comments must be incorporated i�rto the
�nal product.
c. Code 3
1) 'BXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive euough to require a
resubmittal of the pacicage.
a) The Contractor may release tl�e equip�nent oi• matet•ial for manufacture;
however, all notations and coimuents must be incorpoi•ated into the
final product.
b) This resubmittal is to address all co�mnents, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of tl�e City's transmittal req�iiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned wlien tl�e submittal does �iot �neet the
intent of tl�e Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different �nanufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or otl�er similar method
a) At Contractor's risl< if not marlced
b. Submittals fo�• each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbi►rsement to the City within 30 Calendar Days for•
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle tl�e Contracto�• to an extension of Contract
Titne. �
7. Partial Submittals
a. City reserves the �•ight to not t•eview submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be ��eturned to the
Conti•actoi•, and will be considered "Not Approved" uutil j•esubmitted.
a Tl�e City may at its option provide a list or marlc tl�e submittal directing the
Contractoi• to the a�•eas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the City at least 7 Calendar Days prior to release for
m anufacture.
C1TY OF PORT WORTN
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS
Revised December 2Q 2012
GLEN GARDEN
ooa��
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013300-7
SUBMITTAL.S
Page 7 of 8
9. When tl�e shop drawings have been completed to tl�e satisfaction of the City, tl�e
Contractor may carry out the const�•uction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each sub�nittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
6 L. Mocl< ups
7 L Mocl< Up units as specified in individual Sections, inchlde, but are not »ecessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Cei�tification for each item required.
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N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of tl�e contract documents
b. Wlien the Contractor believes tl�ere is a conflict between Contract Documents
c. When tl�e Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
S. The City will log each request and will review the request.
a. If review of the project i»formation request indicates that a change to tl�e
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
SUBMITTALS [NOT USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOS�OUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANC� [NOT USED]
35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
36
111 FIELD [SITE] CONDITIONS [NOT USED]
37 1.12 WARRANTY [NOT USED]
CITY OF FOR'I' WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 2Q 2012
GLEN GARDEN
00476
013300-8
SUBMITTALS
Pagc 8 of 8
1 PART 2- PRODUCTS [NOT USED]
2 PART 3 - �XECUTION [NOT USED]
3 END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.IC.8. Working Days modified to Calendar Days
CITY OF FOR"I' WORTH GLEN GARDEN
S'I'ANDARD CONST't2UCT'ION SPECIFICATION DOCUMENTS 00476
Revised December 2Q 20I2
013513-1
SPECIALPROJECTPROCEDURES
Page 1 of 8
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4 1.1 SUMMARY
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S�CTION O1 35 13
SPECIAL PROJECT PROCEDURES
A. Sectio» Includes:
1. The procedures for special project circumstances Yhat includes, but is not limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Departme�rt Notification
g. Public Notification Prior to Beginning Construction
1�. Coordination with United States Army Corps of Engineers
i. Coordination within Raih•oad permits areas
j. Dust Control
k. Employee Parlcing
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of tlie Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Mains
24 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Coordination within Railroad permit areas ,
a. Measurement
1) Measurement for this Item will be by lump sum.
b. Payment
1) The work performed and materia]s furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coordination.
c. The price bid sl�all include:
1) Mobilization
2) Inspection
3) Safety training
4) AdditionalInsw•ance
5) Insurance Certificates
6) Ot11er rec�uirements associated with general coordination witl� Railroad,
including additional employees rec�uired to protect the rigl�t-of-way and
property of the Railroad from damage arising out of and/or fi•om the
construction of the Project.
2. Railroad Flagmen
C1TY OF PORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICATtON DOCUMF.NTS 00476
Revised December 20, 2012
Ol 35 13 - 2
SPGCIAL PROJECT PROC�DURGS
Page 2 of 8
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a. Measurement
1) Meas�u•ement for tl�is Item will be per wor]<ing day.
��b. Payment
1) The woi•k performed and materials furnished in accordance with this Item
will be paid fo�• each working day that Railroad Flagmen a�•e present at the
S ite.
c. The p�•ice bid shall include:
1) Coordination for scheduling flagmen
2) Flagmen
3) Other requirements associated witl� Railroad
3. All other items
a. Work associated with tl�ese Items is considered subsidiaiy to tl�e various Items
bid. No separate payment will be allowed for this Item.
14 1.3 REF�R�NCES
IS A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
20 High Voltage Overliead Lines.
21 3. North Cenh�al Texas Colincil of Governments (NCTCOG) — Clean Col�struction
22 Specification
23 1.4 ADMINISTRATIVE R�QUIREM�NTS
24 A. Coordination with the Texas Department of Transportation
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When worl< in tlie right-of-way whicl� is under tl�e jurisdiction of tl�e Texas
Department of Transportation (TxDOT):
a. Notify the Texas Department of Ti•ansportation prior to commencing any worl<
therein in accordance witl� the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
compliance witl� and subject to approval fi•om the Texas Department of
Transportation
B. Work near Higll Voltage Lines
33 l. Regulatoiy Requi��ements
34 a. All Worl< near High Voltage Lines (more than 600 volts measured between
35 conductors or between a conductor and tl�e ground) shall be in accordance with
36 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
37 2. Warning sign
38 a. Provide sign of sufficient size meeting all OSHA requirements.
39 3. Equipment operating witl�in 10 feet of high voltage lines will rec�uire the following
40 safety features
41 a. Insulating cage-type of guard about the boom or arm
42 b. Insulatoi• linl<s on the lift hoolc connections foi• bacl< hoes or dippe�•s
43 c. Equipment �nust meet the safety requirements as set fortl� by OSHA a��d tl�e
44 safety requirements of the owner of the high voltage lines
45 4. Work within 6 feet of high voltage electric lines
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONS"('RUC"t'ION SPECIFICATION DOCUMEN"TS 00476
Revised December 2Q 2012
013513-3
SPEC(ALPROJECTPROCEDURES
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When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 how•s
prior to commencing.
2) Minimum 24 hour public notification in accorda�lce with Section 01 31 13
46 G. Water Department Coordination
a.
�7
c.
Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
Coordination with power compa��y
1) After notification coordinate with the power company to:
a) E�•ect temporaiy mechanical barriers, de-energize the lines, or raise or
lower tl�e lines
No personnel may work within 6 feet of a high voltage line before tl�e above
requirements have been met.
C. Confined Space Entiy Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Air Pollution Watch Days
1. General
a. Observe the following guidelines relating to working on City construction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
a Critical Emission Time
1) 6:00 a.m. to 10:00 a.m.
2. Watch Days
a. 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.
b. Requirements
1) Begin worlc after 10:00 a.m. whenever construction phasing requires the
use of motorized equipment for periods in excess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a.m. if:
a) Use of motorized equipment is less than 1 hour, or
b) If equipment is new and certified by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diesel (ULSD), diesel eml�lsions, or
alternative fuels such as CNG.
E. TCEQ Air Permit
1. Obtain TCEQ Air Permit for• construction activities per requii•ements of TCEQ.
F. Use of EYplosives, D�-op Weight, Etc.
CITY Or FOR7' WORTH
STANDARD CONSTRUC7'ION SPECIFICATION DOCUMEN"('S
Revised December 2Q 2012
GLEN GARDEN
00476
OI3513-4
SP�CIAL PRO.I�CT PROCGDURGS
P�ge 4 of 8
1 1. During the const�•uction of this project, it will be necessa�y to deactivate, for a
2 period oftime, eYisting lines. The Contractor shall be required to coordinate with
3 the Water Depat-tment to deter•mine the best times for deactivating and activating
4 those lines.
5 2. Coor•dinate any event that will i•equiye connecting to or the ope��ation of au existing
6 City watej• line syste�n with tl�e City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter fi�om the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate tl�e construction of tl�e project is required, coordinate this
12 activity through the appT•opriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 H. Public Notification Pr•ior to Beginning Construction
20 1. Prior to begim�ing construction on any blocic i�7 the project, on a block by blocic
21 basis, prepare and deliver a notice or flyer of the pending construction to the fi•ont
22 door of each residence or business that will be impacted by construction. The notice
23 sl�all be prepared as follows:
24 a. Post notice or• flyei• 7 days prior to beginning any construction activity on eacl�
25 block in tl�e project area.
26 1) Prepare flyer on the Conti•actor's letterliead and include tl�e following
27 information:
28 a) Name of Pr•oject
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of const�•uction activity)
31 d) Actual co»struction duration within tl�e blocl<
32 e) Name of the contractor's foreman and phone number
33 � Name of the City's inspector and phone number
34 g) City's after-hours phone nttmber
35 2) A sample of the `pre-construction notification' flyer is attached as Exl�ibit
36 A.
37 3) Sub�nit schedule sl�owing tl�e construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flye�• to the City Inspecto�• for review prior to distf•ibution.
40 b. No construction will be allowed to begin on atiy blocic until tl�e flyer is
41 delivered to all residents of the block.
42 I. Public Notification of Temporary Water Service Interruption dtu•iug Construction
43 1. In the event it becomes necessa�y to teulporarily shut down water service to
44 residents or businesses during constl•uctiot�, prepare and deliver a notice or• flye�• of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The noti�ication or flyer shall be posted 24 hours pcior to the tempora�y
48 inte�•ruption.
CI"1'Y OF FORT WOR'I'H GLEN GARDEN
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 00476
Revised December 20, 2012
013513-5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
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b. Prepare flyer on tl�e contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and pl�one number
6) Name of the City's inspector and phone number
c. A sample of the tempora�y water seivice inte�•ruption notification is attacl�ed as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until tl�e flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
J. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
K. Coordination witl�in Railroad Permit Areas
At locations in tl�e pf�oject where construction activities occur in areas where
raih�oad perinits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not liinited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Otl�er employees required to protect the right-of-way and property of the
Railroad Company fi•om damage arising out of and/or fi•om the constructio�i of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were present on Site.
L. Dust Control
1. Use acceptable measures to conh�ol dust at the Site.
a. If watei• is used to conti•ol dust, capture and propei•ly dispose of waste water.
b. If wet saw cutting is performed, capture a�ld properly dispose of slurry.
M. Employee Parl<it�g
1. Provide parlcing for employees at locations approved by the City.
CITY OF FORT WOR7'}3
STANDAI2D CONSTI2UC7'ION SPECIFICA'I'ION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
0047G
O1 35 13 - 6
SI'ECIAL PROJECT PROCEDURES
Page 6 of 8
1 1.5 SUBMITTALS [NOT US�D]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
7 l.l l FIELD [SITE] CONDITIONS [NOT US�D]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4.B —Added requirement of complilnce with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chaptei• 752. High Voltage Overhead Lines.
1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
13
CI"I'Y OF FORT WOR7'FI GLEN GARDGN
S7'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00476
Revised December 20, 2012
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013513-7
SPECIAL PROIGCT PROCEDUIZES
P1ge 7 of 8
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
�xxiBlT a
(To be printed on Contractor's Letterhead)
'
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CAL�:
Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FOR'I' WORTH
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
00476
O1 35 13 - 8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
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2
ID►:�:IIi3Y1�:3
F, O�T WORTH
. ��
Dete:
DOE HO. XX3CX
Project name:
I�IOTICE OF TEMPORABY WATfiR SERVICE
IPITERRLiPTIOH
DUE TO UTILITX IMPROVEMENTS TN YOUR NEiGHBORIi00D, YOUR
WATER SERVTCE WILL BE INT�RRUPT�D ON
BETWEEN TfIE IiOURS OF AND
IFYOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUP�I2IN'I'END�NT) (TELEPHONE 1VUMB�R)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENI�NCE WILL B� AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
3
4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised December 2Q 2012
GLEN GARDEN
00476
O14523-I
TESTING AND INSPECTION SERVICES
Page I of 2
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4 1.1 SUMMARY
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SECTION O1 45 23
TESTING AND INSPECTION SERVICES
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from tl�is City of Foi-t Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Gene�•al Requirements
PRICE AND PAYM�NT PROC�DURES
A. Meas�u�ement and Payment
1. Work associated with this Item is considered subsidiary to tl�e various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payme�rt of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by tlie City fails, the
Conh•actor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE R�QUIREMENTS
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A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confii•m development of Project directoiy for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CI"I'Y OF FORT WORTl1 GLEN GARDEN
STANDARD CONSTRUCTION SPECIr1CATION DOCUMENTS 00476
Revised .luly I, 2011
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014523-2
'I'ESTING AND INSI'ECTION SERVICES
P�ge 2 of 2
2) Upload test repo�•ts to designated project directoiy and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to tl�e Project Representative
b. Hard Copy Disti•ibution (if required in lieu of electro�iic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distrib�tte 3 l�ard copies to City's Project Representative
4. Provide City's Project Representative with trip ticl<ets fo�� each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivety
c. Material delivered
B. Inspection
1. Inspection or lacl< of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOS�OUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT US�D]
23 1.10 D�LIVERY, STORAG�, AND HANDLING [NOT US�D]
24 1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3 - �XECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
GLEN GARDEN
00476
o� so oo- �
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
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S�CTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporaiy utilities
9 b. Sanitaiy facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporaiy fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
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18 1.2
C. Related Specification Sections inc]ude, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDUR�S
19 A. Measurement and Payment
20 1. Work associated witl� this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENC�S [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Temporary Utilities
l. Obtaining Tempora�y Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessaiy for
execution, completion, testing and initial operation of Work.
2. Water
� a. Conh•actoi• to provide water required for and in connection witll Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Colrtractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before �vate�• for consh•uction is desired
CITY OF PORT WORT}1 GLEN GARDEN
STANDARD CONS'i'RUCTION SPECIFICAT'lON DOCUMENTS 00476
Revised July 1, 201 I
o� s000-a
TEMPORARY PACILITIES AND CONTROLS
P�ge 2 of 4
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d. Contractor Payment foi• Consti•uction Water
1) Obtain constructiou water meter fi•om City fo�• payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Worl<, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power seivice includes temporaiy power seivice or generator to
maivtain operations during scheduled sl�utdown.
Telepl�one
a. Provide emer•gency telephone service at Site for use by Contractor personnel
and otheis performing work or fiu•nisl�ing services at Site.
Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Worlc.
b. Provide temporaiy heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
l. Provide and maintain sanitaiy facilities for petsons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction peisounel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisauce or healtl�
problem.
d. Haul sewage and waste off-site at no less than weelcly intervals and properly
dispose in accordance with applicable i•egulation.
3. Locate facilities near Wor•k Site and keep clean and maintained througllout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adec�uately ventilated, watertight, weatherproof storage facilities with floor
above gcound level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weathei• damage tnay be on blocks off
ground.
3. Store materia(s in a neat and orderly manner.
a. Place mate��ials and equipment to permit easy access foi• identification,
inspection andinventoiy.
4. Equip building with locicable doors and lighting, and pr•ovide electrical service for
equipment space heaters and heating o�• ventilation as necessary to provide storage
environments acceptable to specified manufacttii•ers.
5. Fill and grade site for teu�pora�y st��uctuces to provide d�•ainage away from
temporary and eaisting buildings.
6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for tl�e du�•atio» oj• consh•uctio» when reguii•ed in contract
44 docume�lts
45 E. Dust Control
CITY OF POR'1' WORTH GLEN GARDGN
S'I'ANDA[ZD CONSTRUCTION SPECIPICATION DOCUMENTS 00476
Revised July 1, 2011
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Ol 5000-3
TEMPORA2Y FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Te�nporary Protection of Construction
1. Contractor or subcont�•actors are responsible for protecting Worlc from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALTTY ASSURANC� [NOT USED]
1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT US�D)
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [R�PAIR] / [12�STORATION]
25 3.6 R�-INSTALLATION
26 3.7 FIELD �oiz] SIT� QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT US�D]
28 3.9 ADJUSTING [NOT US�D]
29 3.10 CL�ANING [NOT US�D]
30 3.11 CLOSEOUT ACTNITIES
31 A. Temporary Facilities
CITY OP PORT WORTH
STANDARD CONSTRUC"I'lON SPECIFICA7'lON DOCUMEN"I�S
Revised July l, 201 ]
GLEN GARDEN
00476
O1 5000-4
TGMPORARY PAC[L[TIES AND CONTROLS
P�ge 4 of 4
1 1. Remove all temporaiy facilities and restore area afte�• completion of the Work, to a
2 condition ec�ual to or better than prior to stai-t of Worl<.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINT�NANC� [NOT USED]
5 3.14 ATTACHM�NTS [NOT US�D]
6 END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORT'H GLEN GARDEN
STANDARD CONSTRUC"1'ION SPECIFICATION DOCUMENTS 00476
Revised Jidy I, 2011
o� ss 2�- �
S'I'REE'I' USE P('RM1T AND MODI�ICATIONS 7'O TRAFPIC CONTROL
Page 1 of 3
�
SECTION O1 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
� J���!]��1�7��
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
IS
16
A. Section Includes:
1. Administrative procedu�•es for:
a. Street Use Pennit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDUIZES
17 A. Measurement and Payment
l 8 1. Worl< associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of tllis
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traf�c Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREM�NTS
A. Traffic Control
1. General
a. Wl�en traffic control plans are included in the Drawings, provide Traffic
Contcol in accordance with Drawings and Section 34 71 l3.
b. When h�affic control plans are not included in tl�e Di•awings, prepare traffic
control plans in accordance with Section 34 71 l3 and submit to City for
review.
1) Allow minimum 10 wo�•king days for review of proposed Traffic Control.
B. Street Use Permit
l. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .Iuly l, 201 I
GLEN GARDEN
00476
Ol 5526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAPFIC CONTROL
P�ge 2 of3
1
2
3
1) Allow a minimum of 5 working days for pet•mit review.
2) Contractor's responsibility to coot•dinate r•eview of Traffic Control plans for
Sti•eet Use Permit, such that construction is not delayed.
4 C. Modification to Appi•oved Traffic Conti•ol
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plaus to City Department Transportation and
7 Public Worlcs Department.
8 1) Revise Ti•affic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of r�evised Traffic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traf�c Control
11 plans for Street Use Permit, such tl�at construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined tl�at a sh�eet sign must be removed for construction, then contact
14 City Transportation and Public Works Depa��tment, Signs and Markings Division to
15 remove the sign.
16
17
18
19
20
21
22
23
24
25
E. Temporary Signage
L In the case of regulatory signs, replace permanent sign with temporaiy sign meeting
rec�uirements of tl�e latest edition of the TeYas Manual on Uniform Traf�c Control
Devices (MUTCD).
2. Install temporaiy sign before the removal of pertnanent sign.
3. When constr•uction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Wor]<s Department, Signs
and Markings Division, to reinstall the pertnanent sign.
F. Traffic Control Standards
1. Traffic Contr•ol Standards can be fou�id on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT US�D]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT US�D]
30 19 QUALITY ASSURANC� [NOT USED]
�
32
33
1.10 DELIV�RY, STORAG�, AND HANDLING [NOT USED]
1.11 FI�LD [SITE] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT US�D]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION [NOT USED]
36 END OF S�CTION
CITY OF FORT WORTII
STANDARD CONSTRUCTION SPGCIFICATION UOCUMENTS
Revised.Iuly I,2011
GLEN GARDEN
00476
�
015526-3
S'I'RE�T USG PERMIT AND MODIPICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OP FOR7' WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
GLEN GARDEN
00476
01 57 13 - I
STORM WATER POLLUTION PREVENTION
Page I of 3
1
2
S�CTION O1 57 13
STORM WATER POLLUTION PREVENTION
3 PART1- G�NERAL
4 1.1 SUMMARY
5
6
7
8
9
10
I1
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A. Section Includes:
l. Procedures for Storm Water Pollution Prevention Plans
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 31 25 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Worlc associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 R�F�RENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at tl�e time of the latest revision date logged at the end of tl�is
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technica) Manual for Construction
Controls
1.4 ADMINISTRATIV� REQUIREMENTS
A. General
1. Contractor is ��esponsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
C1TY OF POR7' WOR7'H
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised .luly l, 201 ]
GLEN GARDEN
ooa��
01 57 13 - 2
STORM WATrR POLLUTiON PI2EVENTION
Page 2 of 3
B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discl�arge Elimination System (TPDES) General Construction
7 Permit is reqi�ii•ed
8 b. Complete SWPPP in accordance with TCEQ require»�ents
9 1) TCEQ Small Construction Site Notice Required uuder general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Ti•ansportation and Public Worlcs, Environmetrtal Division, (817) 392-
14 6088.
15 2) Provide erosion and sedimellt cont�•ol in accordance witl�:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division, (817) 392-6088.
29 2) TCEQ Notice of Change requii•ed if malcing cl�anges oi• updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 31 25 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project l�as been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Depaj-tment of Transportation and Public Woi•1<s,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Subn�it in accordance witl� Section O1 33 00, except as stated l�erein.
43 a. Prior to the Preconsh•uction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Mauager will foi•wai•d to the City Depal•tment of
47 Transportation and Public Works, Environmental Division for• review
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPGCIFICATION DOCUMEN7'S 00476
Revised July 1, 2011
01 57 13 - 3
STORM WATGR POLLUTION PREVENTION
Page 3 of 3
l B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section Ol 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
7 1.9 QUALITY ASSURANC� [NOT US�D]
8 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
9 l.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3 - �XECUTION [NOT USED]
13
14
15
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Jidy I, 20ll
GLEN GARDEN
00476
015813-1
TEMPORARY PRO.IGCT SIGNAGE
Page 1 of 3
l
2
3 PART1- G�NERAL
S�CTION Ol 58 13
TEMPORARY PROJECT SIGNAGE
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Temporary Project Signage Requirements
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
I S No separate payment will be aliowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
18 1.5 SUBMITTALS [NOT US�D]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANC� [NOT USED]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWN�R-FURNISHED �oR] OWNER-SUPPLI�DPRODUCTS [NOT US�D]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
30 1. Provide fi•ee standing Project Desiguation Sign in accordance with City's Standard
31 Details for project signs.
CiTY OF FORT WORTH GLEN GARDEN
STANDARD CONS'1'ItUCTION SPECIFICA'I'lON DOCUMENTS 00476
Itevised July 1, 2011
015813-2
TEMPORARY PI20.IEC"I' SIGNAGE
Page 2 of 3
I B. Materials
2 1. Sign
3 a. Consti•ucted of 3/a-inch fir plywood, grade A-C (eaterior) or bettei•
4 2.3 ACC�SSORI�S [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 31 INSTALL�RS [NOT USED]
8 3.2 EXAMINATION [NOT US�D]
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. General
12 1. Provide vertical installation at extents of project.
13 2. Relocate sign as needed, upon i•equest of tl�e City.
14 B. Mounting options
15 a. Slcids
16 b. Posts
17 c. Barricade
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 R�-INSTALLATION [NOT US�D]
20 3.7 FI�LD �oR] SITE QUALITY CONTROL [NOT US�D]
21 3.8 SYST�M STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 310 CL�ANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROT�CTION [NOT US�D]
26 3.13 MAINT�NANCE
27 A. Genecal
28 1. Maintenance will include painting aud i•epaics as needed oi• directed by tl�e City.
29 314 ATTACHM�NTS [NOT USED]
30 END OF SECTION
31
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
GLEN GARDEN
00476
01 58 13 - 3
TEMPORARY PRO,IECT SIGNAGE
Page 3 of'3
Revision Log
DATE NAME SUMMARY OF CHANGE
Cl'I'Y OF FOR'I' WORTH GLEN GAI2DEN
STANDAI2D CONSTI2UCTION SPECIFICA'I'ION DOCUMENTS 00476
Revised July ], 2011
oi�000-�
PRODUCT ItEQUIREMEN'I'S
Page 1 of 2
�
S�CTION O1 60 00
PRODUCT REQUIREMENTS
[c� 7\.71�f_�!� �► __i�17�.�1
4 1.1 SUMMARY
5 A. Section Includes:
6 l. References for Product Requirements and City Standard Products List
7 B. Deviations fi•om tl�is City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
i l 2. Divisiou 1— General Requirements
12 1.2 PRIC� AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFER�NC�S [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
A. A list of City approved products for use is located on Buzzsaw as follows:
1. Resources\02 - Construction Documents\Standard Products List
B. Only products specifically included on City's Standard Product List in tllese Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allo�ved for use upon specific
approval by the City.
C. Any speci�c product requirements in the Conh�act Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain pr•ojects even
� though the product is listed on the City's Sta»dard Product List.
D. Although a specific product is ii�cluded on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, tl�at
ma�iufacturer's standar•d product.
E. See Section 01 33 00 for subtnittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED)
CITY OP FORT WORT}1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
00476
o��000-z
PRODUCT RGQUIRGMGNTS
P�ge 2 of 2
1 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 I'I�LD [SIT�] CONDITIONS [NOT US�D]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 �ND OF S�CTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
CITY OP FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00476
Revised December 2Q 2012
Ol 66 00 - 1
PI20DUC"1' STORAGE AND I IANDLING REQUIRGMENTS
Page ( of4
�
SECTION Ol 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- G�N�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
I1
12
13
14
15
16
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. Nope.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDUR�S
17 A. Measurement and Payment
18 l. Work associated with this Item is considered subsidiary to the various Iterns bid.
19 No separate payment will be allowed for this Item.
20 1.3 R�FERENC�S [NOT US�D]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT U5ED]
24
25
26
27
28
29
30
31
32
33
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANC� [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delive�y t�•ucks will iiot be permitted to wait extended periods of time on tl�e Site
for personne) or equipment to receive tl�e delivery.
CI'CY OF FORT WORTH
S'1'ANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July l, 2011
GLEN GARDEN
00476
O16600-2
PRODUCT STORAGE AND I IANDLING REQUIREMGNTS
Page 2 of 4
1 4. Deliver products or equipment in �nanufacturer's original unbrol<en cartons or other
2 containers designed and constructed to protect the contents fi�om physical or
3 environmental damage.
4 5. Clearly and fi�lly mark and identify as to manufactur�er, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage aud l�andling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with tl�ese Contract DocLnnents and
9 manufacturer's recommendations and instj�uctions.
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
ICeep materials and equipment neatly and compactly stored in locations tl�at will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage ptuposes without
wr�itten permission of owner or otl�ei• person in possession or control of premises.
29 7. Store in manufacturers' unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Worlc to avoid inconvenience and damage to property owne�s and general public
32 and inaintain at least 3 feet fi•o�n �re hydrant.
33 9. ICeep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewall<s, streets or other improvements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, iu�less othei•wise app�•oved in writing by City's
38 Project Representative.
C. Storage Requirements
1. Store materials in accordance with �nanufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
K�
4
E
CI'I'Y OF POR7' WORTH GLEN GARDEN
STANDARD CONSTRUC'I'ION SPECIPICATION DOCUMEN7'S 00476
Revised Jidy 1, 2011
016600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT US�D]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - �XECUTION
5
6
7
8
9
10
I1
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT US�D]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 I+IELD [oR] SIT� QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROT�CTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products ar equipment in location to avoid physical damage to items while in
storage.
C. Protect eguipment fi•om exposure to eleme�its and lceep thorougl�ly diy if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRtJCT10N SPECIFICATION DOCUMENTS
Revised luly I, 20)1
GLEN GARDEN
00476
016600-4
PRODUCT STORAGG AND HANDLING REQUIREMGNTS
Page 4 of4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OP FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPECIPICA7'lON DOCUMENTS 00476
Revised July 1, 201 I
Ol 7000- 1
MOBILIZATION AND REMO[31L17.ATION
Page 1 of'4
�
SECTION O1 70 00
MOBILIZATION AND REMOBILIZATION
3 PART1- G�N�RAL
4 1.1 SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
13
14
IS
16
17
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20
21
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23
24
25
26
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32
33
34
35
36
37
38
39
40
41
42
43
44
45
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnei, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessaiy general facilities for the Contractor's operation
fi•om 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site inchiding disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are far which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipmeut, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Worlc.
3) No Payments will be �nade for:
a) Mobilization and Demobilizatio» from one location to anothet� on the
Site in the normal progress of perfo�•ming tl�e Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONS'I�RUCTION SPECIPICA'1'ION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
00476
01 70 00 - 2
MOBILIZATION AND ItGMOI31L17_ATION
Page 2 of 4
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1) Mobilization shall consist of the activities and cost on a Worlc O�•det• basis
necessary for:
a) Trausportation of Contcactor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessai•y general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transpoi-tation of Contractor's personnel, equipment, and operating
supplies fi•om the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Worlc Order
c) Removal of all buildings or other facilities assembled at tl�e Site foi•
eacl� Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
worlc for which pay�nent is provided elsewhere in the conh�act.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs witl�in 24 hours of the issuance of the Work Order.
B. Deviations fi�om this City of Fort Worth Standard Specification
1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1— General Requirements
24 1.2 PRIC� AND PAYM�NT PROCEDURES
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A. Measurement and Payment
] . Mobilization and Demobilization
a. Measul•e
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work perfor•med and materials fi�rnished in accordance with this Item
are subsidiary to the various Items bid a�id no other compensation will be
allowed.
2. Remobilization for suspension of Worlc as specifically required in the Contcact
Documents
a. Measurement
1) Measiu�ement for this Item sl�all be per each remobilization perfo�•med.
b. Payment
1) The work performed and materials furnisl�ed in accordance witl� this Item
and meastu•ed as provided under "MeasuremenY' will be paid for at the �mit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. Tlle pi•ice shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.I.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profts associated this
Item.
CITY OF �ORT WORTH
STANDARD CONSTRUCTION SPECIf'ICA"CION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
ooa��
01 7000-3
MOBILIZ�1TlON AND Ri:MOE31L17_ATION
Page 3 of4
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3. Remobilization for suspensio�i of Worlc as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Ai-ticle l0
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilizatioi7 required by tl�e Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with tllis Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Deinobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) Tl�e Wark performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accol•dance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
37 1.3 REF�RENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT US�D]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF POR7' WORTH GLEN GARDGN
STANDARD CONST'RUCTION SPECIFICATION DOCUMEN'I'S 00476
Revised December 20, 2012
o� �000-�+
MOBILIZA"CION AND REMOBILIZATION
1 111 FI�LD [SITE] CONDITIONS [NOT US�D]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - �X�CUTION [NOT USED]
5 END OF SECTION
P�ge 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUCTION SPF.CIFICATION DOCUMEN"t'S 00476
Revised December 20, 2012
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 5
1 SECTION O1 71 23
2 CONSTRUCTION STAKING AND SURVEY
3 PART1- G�NERAL
4 1.1 SUMMARY
5 A. Section lucludes:
6 1. Requirements for construction stalcing and construction survey
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 L2 PRICE AND PAYM�NT PROCEDUR�S
13 A. Measurement and Payment
14 1. Construction Staking
IS a. Measurement
16 1) Tl�is Item is considered subsidiaiy to the various Items bid.
17 b. Payment
18 1) Tl�e work performed and the materials furnisl�ed in accordance with tl�is
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the vai-ious Items bid.
24 b. Payment
25 1) The work performed and tl�e materials fiirnished in accordance with tl�is
26 Item are subsidiary to the various Items bid and no other compensation will
27 be allowed.
28 1.3 R�FERENCES [NOT USED]
29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
30 1.5 SUBMITTALS
31 A. Submittals, if required, sl�all be in accordance witl� Section Ol 33 00.
32 B. All submittals shall be approved by the City prior to deliveiy.
33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
34 A. Certificates
35 1. Provide certificate ce►-tifyi»g that elevations and locations of improve�nents are in
36 conformance o�• non-conformance with requirements of the Contract Documents.
CiTY OF FORT WORTH GLEN GARDEN
STnNDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00476
Revised December 20, 2012
Ol 71 23-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 5
�
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
3 B. Field Quality Control Sub�nittals
4 1. Docuinentatiou verifying accuracy of field engineer•ing work.
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT US�D]
7 1.9 QUALITY ASSURANC�
8 A. Construction Stalcing
9 1. Construction stal<ing will be performed by the City.
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2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor's responsibility to coordinate stal<ing such that construction
activities are not delayed or negatively impacted.
3. General
a. Contj•actor is responsible for preser•ving and maintaining stalces fiirnished by
City.
b. If in the opinion of the City, a sufficient number of stal<es or marlcings have
been lost, destroyed or disturbed, by Contractor's neglect, such that the
contracted Worlc cannot take place, then the Contractor will be required to pay
the City for new stalcing with a 25 percent marlcup. Tl�e cost for staking will be
dedi�cted fi•om the payme�it due to the Conh•actor for the Pi•oject.
B. Construction Su�vey
Consti•uction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data establisl�ed in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizoirtal and vertical control data will be required for construction survey.
c. It is the Contractor's responsibility to coordinate Construction Suivey such that
constt•uction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall pet•form replacements and/or restorations.
3. General
a. Construction sut•vey will be performed i» order to maintain complete and
accui•ate logs of control and sutvey wo�•1< as it p�•ogresses for Project Records.
b. The Contracto�• will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for eacl� manl�ole or
jtI11Ct1011 Stl'UCiUl'0
2) Water Lines
CITY OF FORT WORTH
STANDARD CONSTRUCTION SP6CIFICATION DOCUMENTS
Revised December 20, 2012
GLEN GARDEN
00476
01 71 23 - 3
CONSTRUC7'lON STAKING AND SURVEY
Page 3 of 5
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c
C!
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling statio��s
(5) Mete�• boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydr•ants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow offvalves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Ho�•izontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
Construction suivey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
Tl�e Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Establisl�ed benchmarl<s and control points provided for the Contractor's
use are accurate
2) Bencl�marl<s were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establisl� tl�e location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work aud
the cor•rection of it, as required.
7) Monitor line and grade co»ti»uously d�u�ing constructiou.
8) Record deviation witl� respect to design line and grade o�lce at eacl� pipe
joint and submit daily records to City.
CITY OF FORT WORTH
STANDARD CONSTRUC'I'lON SPECIFICA"I'ION DOCUMENTS
Revised December 20, 2012
GLEN GARDGN
00476
1
2
3
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5
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01 71 23 - 4
CONS"I'RUC7'ION STAKING AND SURVEY
P�ge 4 of 5
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance witl� the Contract
Documents.
1.10 D�LIV�RY, STORAG�, AND HANDLING [NOT US�D]
1.11 FI�LD [SIT�] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
7 PART 2- PRODUCTS [NOT US�D]
8 PART 3 - �X�CUTION
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3.1 INSTALL�RS [NOT US�D]
3.2 �XAMINATION [NOT US�D]
3.3 PI2EPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / I2ESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FI�LD [oR] SIT� QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
City in accordance witl� tl�is Specifcation.
B. Do not change or relocate stalces or control data without approval fi•om the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT US�D]
3.13 MAINT�NANC� [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF S�CTION
CITY OF FORT WORTFi GLGN GARDEN
STANDARD CONSTRUCTION SPGCIFICATION DOCUMGNTS 00476
Revised December 20, 2012
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
P�ge 5 of S
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
CITY OF FORT WORTH GLEN GARDEN
STANDARD CONSTRUC'TION SPECII�ICA7'ION DOCUMENTS 00476
Revised December 20, 2012
�
3 PART1- GENERAL
SECTION O1 74 23
CLEANING
O1 74 23 - 1
CLEANING
Page 1 of 4
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specifed elsewhere
8 B. Deviations fi•om this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of tl�e Contract
12 2. Division 1— General Requirements
13 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
14 1.2 PRIC� AND PAYMENT PROCEDUR�S
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Scliedule cleaning operations so that dust and other contaminants disturbed by
22 clea�iing process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT US�D]
30 110 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 l. Store clea»ing p�•oducts and clea»ing wastes in containers specifically designed for
33 those �naterials.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .Itdy l, 2011
Glen GARDEN
ooa�6
01 74 23 - 2
CLEANING
Page 2 of 4
I 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT US�D]
3 PART2- PRODUCTS
4 2.1 OWN�R-FURNISH�D [oR] OWNER-SUPPLI�DPRODUCTS [NOT USED]
5 2.2 MATERIALS
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A. Cleaning Agents
1. Compatible with sut•face being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORI�S [NOT US�D]
2.4 SOURC� QUALITY CONTROL [NOT US�D]
f Cc�7 i�711 [���:���i�[�7 ► I
14 3.1 INSTALL�RS [NOT US�D]
15 3.2 �XAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 R�-INSTALLATION [NOT US�D]
20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT US�D]
21 3.8 SYST�M STARTUP [NOT USED]
22 3.9 ADJLTSTING [NOT USED]
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3.10 CL�ANING
A. General
1. Prevent accumulation of wastes that create hazardous co�iditio�ls.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing autl�orities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint tl�inne�• in
storm or sanitary d�•ains or sewers.
4. Dispose of degradable debris at an app�•oved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manne�• approved by City and regulatoty agencies.
CITY OF FOR'I' WORTH Glen GARDEN
STANDARD CONSTRUC"I'ION SPECIFICATION DOCUMENTS 00476
Revised Joly l, 2011
017423-3
CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manne�• with as few handlings as possible.
2 7. Tl�orougl�ly cleau, sweep, wash and polisl� all Work and equipment associated with
3 this project.
4 8. Remove all signs of tempora�•y consh•uction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 l�ave the cleaning completed at the expense of the Contractor.
8 10. Do not btu•n on-site.
9 B. Iute�•mediate Clea»ing during Construction
10 1. ICeep Worl< areas clean so as not to hinder health, safety or convenience of
I 1 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
l4 a. Cover to prevent blowing by wind
15 b. Store debris away fi•om construction or operational activities
16 a Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airboi-ne or transported by flowing water during the storm.
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C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and otl�er
foreign materials fi�om sight-exposed surfaces.
2. Wipe all ligl�ting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear sl�ine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filteis if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers fi•om site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to re�nove all roc]<s, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of h�affic along the roadway.
3. Clean any i»terior areas i��cluding, but »ot limited to, vaults, manl�oles, structures,
junction boxes and inlets.
CITY OF FOR7' WOR']'H Glen GARDEN
STANDARD CONSTRUC'I'ION SPECIPICATION DOCUNIGN7'S 00476
Revised .luly 1, 201 I
01 74 23 - 4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion contt•ol fi•om site.
3 5. Clean signs, lights, signals, etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT US�D]
5 3.12 PROTECTION [NOT US�D]
6 3.13 MAINTENANCE [NOT US�D]
7 3.14 ATTACHM�NTS [NOT US�D]
8
G]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF PORT WORTFI Glen GARDEN
STANDARD CONSTRUC7'ION SPECIFICA7'ION DOCUMENTS 00476
Revised.iuly 1,2011
1
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3 PART1- GENERAL
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SECTION O1 77 19
CLOSEOUT REQUIREMENTS
o�����-i
CLOSGOUT I2EQUIREMENTS
Page 1 of 3
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Woi-th Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Genera] Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all rec�uired documentation to City's Project Representative.
CI'1'Y Of FOR"I' WORTH
S7'ANDARD CONSTRUC'I'ION SPECIFICAT'ION DOCUMENTS
Revised.luly 1,2011
GLEN GARDEN
00476
01 77 19 - 2
CLOSEOUT REQUIREMrNTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - �X�CUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 �XAMINATION [NOT US�D]
7
8
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Doctunents in accordance witli Section O1 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23
12 B. Prior to rec�uesting Final Inspection, perform final cleaning in accordance with Section
13 O1 74 23.
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C. FinalInspection
l. After final cleaning, provide notice to the City Project Representative tl�at the Wor•k
is completed.
a. The City will make an initial Final Inspection witl� the Contractor present.
b. Upo�l co�npletion of this inspection, the City will notify the Contr•actor�, in
writing within 10 business days; of any pai�ticula�s in wl�ich this inspection
reveals that the Work is defective or incomplete.
2. Upon i�eceiving written notice fi•om the City, immediately undertake the Wock
required to remedy deficiencies and co�nplete the Work to tl�e satisfaction of the
City.
3. Upon completion of Worl< associated with the items listed in the City's written
notice, infoi•m the City, tl�at the i•equired Woi•lc l�as been completed. Upon receipt
of this notice, the City, in the presence of tl�e Contractor, will mal<e a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of eqaip�nent in full
operation. These special accessoiy items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required fo�• tl�e first lubrication of tl�e ec�uipment
c. Initial fill up of all chemical tanlcs and fiiel tanks
d. Light bulbs
e. Fuses
f. Vault lceys
g. Handwheels
h. Other e�pendable itenis as rec�uired for initial sta�i-up and operation of all
equipment
39 D. Notice of Project Completion
CITY OF PORT WORT} I
STANDARD CONS7'RUCTION SPECIPICATION DOCUMENTS
Reviscd J��ty 1, 2011
GLEN GARDEN
ooa��
01 77 19 - 3
CLOS�OUT I2EQUIREMENTS
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]. O»ce tl�e City Project Representative fnds tl�e Work subsequent to Fi��al Inspection
to be satisfactory, tl�e City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate witl� the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affdavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City wi]1 issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [o�z] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANC� [NOT US�D]
3.14 ATTACAM�NTS [NOT US�D]
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I �1►1 IZI]-�Gy �Lyl� [�7►1
Revision Log
DATE NAME SUMMARY OF CHANGE
GLEN GARDEN
00476
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICA'i'lON DOCUMEN7'S
Revised July 1, 20ll
O1 78 23 - 1
OPERATION AND MAINTI-;NANCE DATA
Page 1 of 5
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SECTION O1 78 23
OPERATION AND MAINTENANCE DATA
3 PART1- G�NERAL
4 1.1 SUMMARY
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A. Section Includes:
1. Product data and related info�•mation appropriate for City's �naintenance and
operation of products furnisl�ed under Contract
2. Such products �nay include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFER�NC�S [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final for�n to tlie City withi» 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals sl�all be in accordance with Section Ol 33 00 . All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30
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32
33
34
35
36
37
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8'/z inches x I 1 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Hoies reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, o�• neatly typewt•itten
CITY OP FORT WORT'H
S't'ANDARD CONSTRUC'I'ION SPECIPICATION DOCUMENTS
Revised Decembcr 20, 2012
GEN GARDrN
00476
017823-2
OPERATION AND MAINTENANCG DATA
Pagc 2 of 5
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d
e.
f,
Drawings
1) Provide reinforced punched binder tab, bind in with teYt
2) Reduce lacger drawings and fold to size of text pages.
Provide fly-leaf foi• each separate product, oj• each piece of operating
equipment.
1) Provide typed description of product, and majoT• component parts of
equipment.
2) Provide indexed tabs.
Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Pi•oject
b) Identity of separate stt�ucture as applicable
c) Identity of general subject matter• covered in the manual
21
3. Binders
a. Com�nercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupmgs.
4. If available, provide an electronic fo�•m of the O&M Manual.
B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of eacl� product required to be included, indexed to content of tl�e volume
25 a List, with each product:
26 1) The name, address and telephone number of the subcontractoi• or installer
27 2) A list of eacl� product required to be included, indexed to content of the
28 volume
29 3) Ideutify area of responsibility of each
30 4) Local so�u�ce of supply for parts and replacement
31 d. Identify each product by product naine and other identifying symbols as set
32 foj•tl� in Contract Documents.
33 2. Pi•oduct Data
34 a. Include ouly those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Dr•awings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of compone�rt parts of ec�uipment and systems
42 2) Control aud flow diagra�ns
43 b. Coot•dinate drawings witl� iuformatiou in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance d��awings.
46 4. Writteu text, as required to supplenlent product data for the pa�•ticular i��stallation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each p�•ocedul�e.
CITY OP PORT WORT} I GEN GARDEN
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS 00476
Revised December 20, 2012
01 78 23 - 3
OPERA't10N AND MA1N'1'ENANCE DATA
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5. Copy of each warranty, bond and se�•vice contract issued
a. Provide information sheet for City personnel giving:
1) Pi•oper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giuing fuil information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recomrnendation for types of cleaning agents and methods
2) Cautions against cleaning agents and metliods wl�ich are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving fiill information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete mamial in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and ernergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Seivicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenauce instructions
f. Description of sec�uence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recom�nended to be stocked as spare parts
g. As installed control diagrams by col�trols manufacturer
h. Each contractor's coordination drawings
1) As installed coloi• coded piping diagrams
CITY OI' FOR7' WOR7'H
STANDARD CONSTRUC7'ION SPGCIPICATION DOCUMENTS
Revised December 20, 2012
GEN GARDEN
00476
O1 78 23 - 4
OPERA"('ION AND MAINTENANCE DATA
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Content, for each electric a�ld electronic system, as appropf•iate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclatui•e and commercial number of replaceable parts
b. Cir•cuit directories of panelboards
1) Electrical service
2) Controls
3) Communicatiovs
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reasse�nbly
4) Adjushnent and checking
£ Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
Prepai•e and include additional data when tl�e need for such data becomes apparent
C�LIt'lllg ll1Si1'UCi1011 Of Cliy's peisonnel.
Cha�-ts of valve tag numbers, with location and function of each valve
List of original manufacturer's space parts, �nanufacturer's curreilt prices, and
recom�nended quantities to be maintained in storage
Other data as rec�uired under pey�tinelrt Sections of Specifications
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 19 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with tl�e following criteria:
34 1. Trained and experienced in maintenance and operatio►i of described products
35
36
2. Skilled as technical writel• to the extent required to commimicate essential data
3. Sl<illed as draftsman competent to pt•epare ��equired drawings
CITY OF E02T WOR"I'H
STANDARD CONSTRUCTION SPECIPICA7'ION DOCUMENTS
I2evised December 20, 2012
GEN GARDEN
ooa��
O1 78 23 - 5
OPGRATION AND MAINTENANCE DA7'A
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT US�D]
3 1.12 WARRANTY [NOT USED]
�
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8
4 PART 2- PRODUCTS [NOT US�D]
5 PART 3- EX�CUTION [NOT US�D]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.S.A.1— title of section removed
CITY OP FOR'I' WORT}1
STANDARD CONSTRUCTION SPECIPICATION DOCUMEN"I'S
Reviscd December 2Q 2012
GEN GARDEN
00476
1
2
S�CTION Ol 78 39
PROJECT RECORD DOCUMENTS
3 PART1- GENERAL
4
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17
1.1 SUMMARY
O] 78 39 - 1
PRO.IGC'1' RECORD DOCUMEN"I'S
Page 1 of4
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payme�rt
19 1. Work associated with this Item is considered subsidiaiy to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOS�OUT SUBMITTALS [NOT USED)
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
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33
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1.9 QUALITY ASSURANCE
A. Accuracy of Records
l. Tl�oroug111y coordinate changes witl�iu the Recor�d Documents, makiug adequate
and proper entries on each page of Specifications and each sl�eet of Drawings and
other poc��ments where such entry is required to show the change properly.
2. Accuracy of records sl�all be s�acl� that future searcl� for items shown in the Contract
Documents may rely reasonably on infoi•matio�� obtained fi�om tl�e appi•oved Project
Record Docwnents.
CITY OF FORT WORT'H
STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMENTS
Revised July 1, 2011
GLEN GARDEN
00476
01 78 39 - 2
PROJECT RECORD DOCUMENTS
P�ge 2 of 4
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3. To facilitate accui•acy of records, malce entries witl�in 24 l�ours aftes� receipt of
information that tl�e cl�a►1ge l�as occurred.
4. Provide factual information regarding all aspects of the Wor]<, both concealed and
visible, to enable future modification of tl�e Worl< to proceed witl�out lengtl�y and
expensive site measurement, investigation and examinatio�i.
1.10 STORAGE AND HANDLING
A. Sto��age and Handling Requirements
1. Maintain the job set of Record Documents completely protected fi•om deterioration
avd fi•oin loss and damage until co�npletion of the Work and transfer of all recorded
data to tl�e final Project Record Documents.
2. In the event of loss of recorded data, use �neans necessaiy to again secure the data
to the City's approval.
a. In such case, provide t�eplacements to tl�e standards originally required by the
Contract Documents.
l.11 FIELD [SIT�] CONDITION5 [NOT US�D]
112 WARRANTY [NOT US�D]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISH�D [oiz] OWNER-SUPPLI�D PRODUCTS [NOT USED]
19
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2.2 R�CORD DOCUM�NTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
cl�a�ge to tl�e Contractor, 1 complete set of all Docwnents comprising the Contract.
B. Final Record Documents
1. At a time near�ing the completion of the Worl< and prior to Final Inspection, provide
tl�e City 1 complete set of all Fival Reco�•d Drawings in tl�e Co�itl•act.
2.3 ACC�SSORI�S [NOT USED]
2.4 SOURC� QUALITY CONTROL [NOT US�D]
28 PART 3 - �XECUTION
29 3.1 INSTALLERS [NOT US�D]
30
31
32
33
34
35
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINT�NANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OP FORT WOR7'H
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July I, 2011
GLEN GARDEN
00476
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o� �s3�-s
PRO.IECT RGCORD DOCUMENTS
Page 3 of4
2. PI'0S8I'V1i10I1
a. Considering the Contract completion time, the probable nu�nber of occasions
upon wl�icl� the job set must be take» out for new entries and for examination,
and the conditions unde�• which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except enhy of new data and for review
by the City, until start of transfe�• of data to final Project Record Documents.
c. Maintain the job set at the site of wor]<.
3. Coordination with Consh•uction Survey
a. At a minimuin, in accordance with tlle intervals set forth in Section 01 71 23,
clearly mark any deviations fi•om Contract Documents associated with
ii�stallation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifcations of the facility may require
accurate information as to the �inal physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by di�nension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the lilce).
3) Make all identification su�ciently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Dociunents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final doclunents, coordinating the cl�anges as rec�uired.
b. Clearly indicate at each affected detail and other Drawing a fi�ll description of
changes made d�u•ing construction, a��d the actual location of items.
CITY OP PORT WORTH
S'I'ANDARD CONS"I'RUC"I'ION SPECII�ICA'I'ION DOCUMENTS
Revised July 1, 2011
GLEN GARDEN
00476
01 78 39 - 4
PROJEC"T I2ECORD DOCUMENTS
Page 4 of 4
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c. Call attention to each entiy by dr•awing a"cloud" around the area oi• ayeas
affected.
d. Make cl�anges neatly, consistently and with the proper media to assiu�e
longevity and clear reproduction.
2. Transfer of data to otl�er pocuments
a. If the Documents, otl�er tlian Drawings, have been Icept clea�i duri�lg progress of
the Worlc, and if entries tl�ereon have been orderly to tl�e approval of tl�e City,
the job set of those Documents, other than Drawings, will be accepted as �nal
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document fi•om the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to tlie new copy to tlle approval
of the City.
3.5 12EPAIR / R�STORATION [NOT US�D]
3.6 I2�-INSTALLATION [NOT USED]
3.7 FI�LD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITI�S [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANC� [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY O}' FOI2T WORT}1
STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS
Revised July ], 2011
GLEN GARDEN
00476
99 99 00- I
ADDITIONAL SPECIFICAI'IONS
Page I of l
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S�CTION 99 99 00
ADDITIONAL SPECIFICATIONS
9999.0010 - 9999.0011 Irrigation Adjustment & Landscape Repair Allowance
Tl�is item establishes a contract allowance comparable to the final cost of making necessary
irrigation adjustment and landscape repairs required due to the project. An arbitrary allowance
amount has been placed in the Proposal; however, tliis does not guarantee any payment for
irrigation adjustments or landscaping repair, nor does it confine irrigation adjustments or
landscape repairs to tl�e a�nouut shown in the Proposal. Ii shall be the Contractar's responsibility
to provide tl�e services of a licensed irrigator to malce the irrigation adjustments determined
necessary by the City. No payment will be made for irrigation or landscape repairs except those
adjustments determined necessary by the City. Should the Contractor damage irrigation line or
landscape due to his negligence, where sucl� lines or landscapes would not have required
adjustment or repair otherwise, the damage shall be repaired and adjusted by the Contractor at the
Contractor's expense. The payment to the Contractor for irrigation adjustments and/or landscape
repair shall be the actual cost of the adjushnentsh•epairs plus ten percent (10%) to cover the cost
of bond and overhead incurred by tlle Contractor in handling the adjustments/repairs.
9999.0094-9999.0097 Water, Sewer, Paving and Storm Water Field Order Const. Allowance
Tl�is item establislles contract contingency allowances for unanticipated worlc determined to be
necessary in the field. Arbih•a�y allowance amounts have been placed in the Proposal, this item
will not be paid to the contractor unless a field order is issued. Unanticipated project changes are
not limited to the value of this item. Contract changes above this amounts described by this
allowance may be processed through a change order.
27 END OF S�CTION
CI'I'Y OF FORT ��ORTH
STANDARD CONSTRUC'i'ION SPECIFICATION DOCUMEN'TS
GLEA�CARDEN
00�{76
IIi� �►1��/
. GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
' GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
CI"I'Y OF EORT WORTH
STANDARD CONSTRUC"1'ION SPL-'CIPICATION DOCUMENTS
Revised July 1, 20] 1
GLEN GA/zDGN
OOd76
GC-4.01 Availability of Lands
All parcels — See Right-of-Way Map, in the Plans
CITY OF P012T WORTH GLGN GARDEN
STANDARD CONSTRUCTION SPECIPICA"I'ION DOCUMENTS OOd76
Revised July 1, 201 I
GLEN GARDEN S70RM DRAIN IMPROVEMENTS
PARCEL No. 1 PE
CITY PROJECT No. 00476
2500 TIMBERLINE DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
PERMANENT DRAINAGE FACILITY EAaEMENT
DATE: JANUARY 31, 2014
GRANTOR: KENNETH RAY AUTRY
GRANTOR'S MAILING ADDRESS (including County):
2500 TIMBERLINE DRIVE
FORT WORTH, TARRANT COUNTY, TEXAS 76119
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 permanent drainage easement situated in the James Huie Survey,
Abstract No. 799, City of Fort Worth, Tarrant County, Texas, said permanent drainage
easement being a portion of a tract of land deeded to Kenneth Ray Autry as recorded in
County Clerk's File No. D208431480 of the Deed Records of Tarrant County, Texas and
being further described in Volume 4106, Page 340 of said Deed Records of Tarrant
County, Texas, said permanent drainage easement being more particularly described in
Exhibits "A" and "B".
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04/12/2012
Grantor, for the consideration paid to Grantor and other good and valuable
consideration, hereby grants, selis, and conveys to Grantee, its successors and assigns,
an exclusive, perpetual easement for the construction, operation, maintenance,
replacement, upgrade, and repair of a Permanent Drainage Facility, hereafter referred to
as "Facility". The Facility includes all incidental underground and aboveground
attachments, equipment and appurtenances, including, but not limited to manholes,
pipelines, junction boxes, inlets, fiumes, headwalls, wingwalls, slope pavement, gabions,
rock rip-rap, drop structures and access ramps, and other erosion controi measures 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 times to enter Property, or any part thereof, for the purpase
of constructing, operating, maintaining, replacing, upgrading, and repairing 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 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, or any structure not requiring a building
permit but which may threaten the structural integrity or capacity of the Facility and its
appurtenances. Grantee shall be obligated to restore the surface of the Property at
Grantee's sole cost and expense, including the resforation 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 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 successors
and assigns to warrant and forever defend all and singular the 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.
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04l12/2012
GRANTOR: Kenneth Ray Autry GRANTEE: City of Fort Worth
Fernando Costa, Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Attorney
ACKNOWL.EDGEMENT
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 OF�ICE this day of
, 20_
Notary Public in and for the State of Texas
PERMANENT DRAtNAGE FACII.ITY EASEMENT
Rev. 04/12/2012
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 Fernando Costa, Assistant City
Manager of the City of Fort Worth, 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 the City of Fort Worth and that he/she executed the same as the act of the City of
Fort Worth 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 Texas
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04/12/2012
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 1 PE
' CITY PROJECT No. 00476
' 2500 TIMBERLINE DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
EXHIBIT "A"
Being a pei�rnanent drainage easement situated in the James Huie Suivey, Abstract No. 799, City
of Foi�t Warth, Tat�ant County, Texas, said permanent drainage easement being a pot-tion of a
tract of land deeded to Kenneth Ray Autiy as recarded in County Clerk's File No. D208431480
of the Deed Records of Tarrant County, Texas and being further described in Volume 4106, Page
340 of said Deed Records of Tarrant County, Texas, said permanent drainage easement being
more particularly described by metes and bounds as follows;
COMMENCING at a point for the southeast corner of said tract of land deeded to Kenneth Ray
Autry, said point being in the westerly line of Lot 23, Block 6 of Glen Crest, an addition to the
City of Fort Worth, Tat�rant County, Texas, as recorded in Volume 204, Page 78 of the Plat
Records of Tarrant County, Texas, said point also being in the �easterly line of Lot 24 of said
Block 6; THENCE South 88 degrees 50 minutes 56 seconds West with the south line of said tract
of land deeded to Kenneth Ray Autry, passing at a distance of 0.77 feet, a concrete monument
found for reference, in all, a distance of 137.06 feet to a 1/2 inch iron rod with cap stamped "R.
Coombs 5294" found for the most southerly southwest corner of said tract of land deeded to
Kenneth Ray Autry; THENCE North 21 degrees 12 minutes 57 seconds West, with the south line
of said tract of land deeded to Kenneth Ray Autry, a distance of 54.24 feet to a 1/2 inch iron rod
found for corner; THENCE South 88 degrees 57 ininutes 30 seconds West, with the south line of
said tract of land deeded to Kenneth Ray Autry, a distance of 14.25 feet to the POINT OF
BEGINNING of the herein desc�•ibed permanent drainage easement;
THENCE South 88 degrees 57 minutes 30 seconds West, with the south line of said tract of land
deeded to Kenneth Ray Autiy, a distance of 17.51 feet to a point for the most
northerly southwest corner of said tract of land deeded to Kenneth Ray Autry, said
point being the northeast corner of Lot 4, Block 5 of said Glen Crest, said point also
being the southeast corner of Lot 3, of said Block 5;
THENCE North 20 degrees 26 minutes 09 seconds West, with the westerly line of said tract of
land deeded to Kenneth Ray Autry and with the easterly line of said Lot 3, a distance
of 146.54 feet to a poinY for the northwest corner of said tract of land deeded to
Kenneth Ray Autry, said point being in the south ri�ht-of-way line of Timberline
Drive (a variable width right-of-way);
Exhibit A Page 1 of 2
THENCE South 84 degrees 10 minutes 26 seconds East, with the north line af said tract of land
deeded to Kenneth Ray Autiy and with the south right-of-way line of said Timberline
Dz-ive, a distance of 14.82 feet to a point foi• the beginning of a non-tangent cuiwe to
the left having a radius of 67.50 feet, a central angle of 23 degrees 33 minutes 53
seconds, and whose chord bears South 12 de�•ees 08 minutes OS seconds East, a
distance of 27.57 feet;
THENCE with said non-tangent curve to the left, an at�c length of 27,76 feet to a point for
corner;
THENCE South 23 degrees 55 minutes 02 seconds East, a distance of 118.74 feet to the POINT
OF BEGINNING and containing 1,808 square feet or 0.042 acres of land, more or
less.
Notes:
(1) A plat of even survey date herewith accompanies this'legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The Noi-th Central Zone 4202, all 'distances and areas shown are
surface.
(3) Suiveyed on the ground December,'2013
Date: January 31, 201
,��.____�.,..�; -- s ...�
���-� ����
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
Exhibit A Page 2 of 2
L-4
LOT 3
5 �
9L�CC �ST
GLE 2��} pAG� 78
VO�UM p.R•T•�.T•
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\ �
� KENNE7H RAY AUTRY �W���
� � GC.F. No. b208431480 � N
�o��,��� �o�, FUR7HER DESGRIBED IN -�
a���, -o , VOLUME 4106, PAGE 340 y y
y�'�n`� N� �Z�^ D.R.T:C.T. C�� G
� � � � � LOT 2 �
o �N �'� \ C� 6 � 2 �,
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�'XHIBI T "B "
PARCEL No. 1 PE
TIMBERLINE DRIVE
(A VARIABLE WIDTH RIGHT—OF-WAY)
— ....,
r �
�P�ERMANENT DRAINAGE
� EASEMENT AREA 40 20 0 40
1,808 SQ. FT. OR
,. .._ ....,_,_,__
0.042 ACRES '
�OT 1 SCALE IN FEET
�
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FND 1/2"IR �,------ --.---
` LOT LINE
� \
� o � ` LOT 23
'� � ���,� LOT 24
�'�.�`��, �ti � P. 0. G.
� m� PASSING A FND GONGRETE
� FND t/Z"CIR MONUMENT A7 0,77"
"R. COOMBS 5294" pEED LINE
S 88'50'S6"W 137.06� r —
� � `o�
) LENG7H ARC IENGTH � ONCOR ELECTRIC DELIVERY COMPANY LLC ��
7.57' 2I.76' \ C.C.F. No. D209327919 �s�
EURTHER DESCRIBEO IN
VOLUME 1446, PAGE 78 �
NOTES: D.R.T.C:T.
1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT,
2 ALL BEARINGS AND COORDINATE5 ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, TNE NOR7H CENTRAL ZONE 4202, ALL DISTANCES AND AREAS
SHOWN ARE SURFACE.
3. 5URVEYED ON 7HE GRpUND DECEMBER, 2073.
! � ' �
rl\VV1..V � �� VLI..�'
ACQUISITION AF
J08 No. HALF1101
C� �� � � ��/ / � �V / {� �
1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76702
EXHIBIT SHOWING
A
PERMANENT DRAINAGE EASEMENT
OUT Of A
ACRE TRACT OF LAND
SITUATED IN THE
JAMES HU�E SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
AS RECORDED IN
COUNTY CLERK'S FILE No. D208431480
DEED RECORDS OF TARRANT COUNTY, TEXAS
�RDEN STORM DRAIN IMPROVEMENTS CITY PR
�
�-`�, aj- ,� �
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t� ;� � �' c'�'•.,;
.,,,.�.,.,.,�,,,,,,,,,,,;,,�,.,,..,,,,, ,:�.,
i;(�1 ] fS S��i1T�i�
............ ........................
C`�';�' n 5�}94 .�r;:�i
S
CAD fILE: iP6_REV.DWG �CURTIS SMITH
RECISTERED PROFESSIONAL LAND SURVEYOR
SCALE: i" = 40' N0. 5494 TEXAS FIRM N0. 10106900
SOUTH PORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1768
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 1 TE
CITY PROJECT No. 00476
2500 TIMBERLINE DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH
TEMPORARY CONSTRUCTION EASEMENT
DATE: JANUARY 31, 2014
GRANTOR: KENNETH RAY AUTRY
GRANTOR'S MAILING ADDRESS (inciuding County):
' 2500 TIMBERLINE DRIVE
FORT WORTH, TARRANT COUNTY, TEXAS 76119
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 temporary construction easement situated in the James Huie Survey,
Abstract No. 799, City of Fort Worth, Tarrant County, Texas, said temporary construction
easement being a partion of a tract of land deeded to Kenneth Ray Autry as recorded in County
Clerk's File No. D208431480 of the Deed Records of Tarrant County, Texas and being further
described in Volume 4106, Page 340 of said Deed Records of Tarrant County, Texas, said
temporary construction easement being more particularly described in Exhibits "A" and "B".
Temporary Constn�ction Easement
O 1 J09/2007
Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee,
its successors and assigns, the use and passage in, over, and across, below and along the
easement situated in Tarrant County, Texas, in accordance with the legal description hereto
attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as
shown on Exhibit "B".
It is further agreed and understood that Grantee will be permitted the use of said easement for
the purpose of «construction» Upon completion of improvements and its acceptance by
Grantee, all rights granted within the described Temporary Construction Easement shall cease.
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 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.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
Temporary Constructiai Easement
O1/09/2007
GRANTOR: Kenneth Ray Autry GRANTEE: City of Fort Worth
Fernando Costa Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Attorney
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 fo 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 OFF'ICE this day of
20
Notary Public in and for the State of Texas
'I'emporary Construction Easement
Ol/09/2007
ACKNOWLEDGEMENT
STATE OF TEXAS §
CDUNTY OFTARRANT §
BEFORE ME, the undersigned authority, a Notary Pubiic in and for the State of
Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of
Fort Worth, 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 the City of Fort Worth and
that he/she executed the same as the act of the City of Fort Worth 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
After recoi�ding return to:
City of Fort Worth
Department of Engineering
Real Property Services
1000 Tlu•ockmorton St
Fort Worth, TX 76102
"I'emporary ConsUuction Lasement
O1/09/2007
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 1 TE
CITY PROJECT No. 00476
2500 TIMBERLINE DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
EXHIBIT "A"
Being a tempora�y constiuction easement situated in the Jatnes Huie Suivey, Abstract No. 799,
City of Fort Wo��th, Tarrant County, Texas, said temporaiy construction easement being a portion
of a tract of land deeded to Keazneth Ray Autzy as recorded in County Clerk's File No.
D208431480 of the Deed Recoi•ds of Tan•ant County, Texas and being further described in
Volume 4106, Page 340 of said Deed Records of Tarrant County, Texas, said temporary
constiuction easement being more particularly described by metes and bounds as follows;
COMMENCING at a point for the southeast corner of said Tract of land deeded to Kenneth Ray
Autry, said point being in the westerly line of Lot 23, Block 6 of Glen Crest, an addition to the
City of Fort Worth, Tan•ant County, Texas as recorded in Volume 204, Page 78 of the Plat
Records of Tar�•ant County, Texas, said point also being in the easterly line of L,ot 24 of said
, Block 6; THENCE South 88 degrees 50 minutes 56 seconds West, with the south line of said
tract of land deeded to Kenneth Ray Autry, passing at a distance of 0.77 feet, a concrete
monuinent found for reference, in all, a distance of 106.02 feet to the POINT OF BEGINNING
of the herein described temporaiy construction easement;
THENCE South 88 degrees 50 minutes 56 seconds West, with the south line of said tract of land
deeded to Kenneth Ray Autry, a distance of 31.04 feet to a 1/Z inch iron rod with cap
staxnped "R. Coombs 5294" found for the most southez•ly southwest corner of said
tract of land deeded to Kenneth Ray Autry;
THENCE North 21 degrees 12 minutes 57 seconds West, with the south line of said tract of land
deeded to Kenneth Ray Autiy, a distance of 54.24 feet to a 1/2 inch iron rod %und for
cotner;
THENCE South 88 degrees 57 minutes 30 seconds West, with the south line of said tract of land
deeded to Kenneth Ray Autry, a distance of 14.25 feet to a point for corner;
THENCE North 23 degrees 55 minutes 02 secoands West, a distance of 118.74 feet to a point for
the begiruiing of a curve to the right having a radius of 67.50 feet, a central angle of
23 degrees 33 minutes 53 seconds, and whose chord bears North 12 degrees 08
minutes OS seconds West, a distance of 27.57 feet;
THENCE with said curve to the right, an arc length of 27.76 feet to a point for corner in the
north line of said tract of land deeded to Kenneth Ray Autiy, said point being in the
south right-of-way line of Timberline Drive (a variable width right-of-way);
Exhibit A Page 1 of 2
THENCE South 84 degrees 10 minutes 26 seconds East, with the north line of said tract of land
deeded to Kenneth Ray Autiy and with the south right-of-way line of said Timberline
Drive, a distance of 82.48 feet ta a point for the most northerly noi�thwest corner of
Lot 1 of said Block 6, said point the beginning of a non-tangent curve to the left
having a radius of 20.00 feet, a central angle of 111 degrees 16 minutes 22 seconds,
and whose chord bears Soutli 35 ciegees 12 minutes O1 seconds West, a distance of
33.02 feet;
THENCE with the west line of said Lot 1 and with said non-tangent curve to the left, an arc
length of 3$.84 feet to a point for the rnost southerly northwest corner of said Lot 1;
THENCE South 20 degrees 26 mintrtes 09 seconds East, with the west line said Lot 1, a distance
of 159,89 feet to the POINT OFBEGINI�IING and containing 8,566 square'feet or
0.197 acres of land, more or less.
Notes:
(1) A plat of even suivey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The Noi�th Central Zone 4202, all distances and areas shown are
surface.
(3) Surveyed on fhe ground December, 2013.
Date; January 31, 014
��� ..t._a�
�r��',,� �: �t�'
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Finn No. 10106900
�� ��.�.iQ��� ���
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CURi'IS ��11TN
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Exhibit A Page 2 of 2
EXHIBI T "B "
PARCEL No. 1 TE
TIMBERLINE DRIVE
o�� �
,
O �'
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�
,
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LOT 3
� S 84' 1 Q'26" (A VARIA
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a ��:::�::::::::�: �� N .�, �::�.:::2fi:: N
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BLE WIOTH RIGHT-OF-WAY)
TEMPORARY
ONSTRUCTION
ASEMENT AREA
66 SQ. FT. OR
0.197 ACRES
/�
�
40 20 0 40
hlYl'lil! I�� p�i°P�� Iliry�� ._,...
Vlil, u I �
SCALE IN FEET
LOT 1
KENNETH RAY AUTRY
C.C.F, No. D208431480
FURTHER DESCRIBED IN
VOLUME 4106, PAGE 340
D.R.T.C.T:
BL� C6
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..Lr2 :•:� �.
2 °�, : ::� ��
a
L07 23
LOT 4
�o�\ u, ; ; ,.``�o;..........�::�:�a�,. LOT 24
� � �•
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, f
\ � �.3 :.: � PASSING A FND CONCRETE
UNE TABLE .� '• P, Q.B� MONUMENT AT D.77'
UNE BEARING DISTANCE PND 1/2"CIR DEED LINE
L-1 S 88'S0'S6"W 31.04 "R. CQOMB5 5294"
L-2 S 86'57 30 14.25 .L,_ j S 88'S0'S6"W 106,02—_
\ ONCOR E�ECTRIC DELNERY COMPANY LLC
C.C:F; No, D209327919
FURTHER DESCRIBED IN
VOLUME 1446, PAGE 78
� D.R,T.C,T.
1, 'A IEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES TH15 PLAT,
2. ALL BEARINGS AND COORDINATES ARE REPERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTR,4L ZONE 4202, ALL DISTANCES AND AREAS
' SHOWN ARE SURFACE.
3. SURVEYED ON THE GROUND DECEMBER, 2013.
� � , '
�o
�
\�
\
�/ �� � � �� �� ��./ / ��
1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102
EXHIBIT SHOWINC
A
TEMPORARY CONSTRUCTION EASEMENT
OUT OF A
ACRE TRACT OF LAND
SITUATED IN THE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
AS RECORDED IN
COUNTY CLERK'S FILE No. D208431480
DEED RECOROS OF TARRANT COUNTY, TEXAS
: GLEN GARDEN STORM DRAIN IMPROVEMENTS CITY PR
JOB No. HALF1101.00 � DR
DA7E: JANUARY 37, 2074 � Ex
GORRONDONA & ASSOCIATES. INC. •
CAD FILE: 17E.DWG
SCALE:...t" m 40'
SOUTH F'ORT WORTH, TX.
�r i � � �
j�y ,,C��, ,*.. ` 1,�. -wp
\ YS Gi 1 .x �rj ` � —�" `�
'F, G � t r:•.
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:.�s�i�����..�.��r�.��.........�..,......rlree��i
CU��TIS `_,�Mi
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i iJ� ��;,�---��.
�.,�y,: � �., _ } 3,: -y �
�.« "t:.i�.;:'���;-:-�i
�CURTIS SMI7H
REGISTERED PROFESSIONAL I.AND SUfiV
N0. 5494 TEXAS fIRM N0. 1010
• 817-496-1424 FAX 817-496-1768
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 2 PE
CITY PROJECT No. 00476
2513 HUNTING DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CI1`Y OF FORT WORTH
PERMANENT DRAINAGE FACILITY EASEMENT
DATE: FEBRUARY 3, 2014
GRANTOR: ONCOR ELECTRIC DELNERY COMPANT L.L.C.
GRANTOR'S MAILING ADDRESS (including County):
P.O. BOX 219071
DALLAS, DALLAS COUNTY, TEXAS 75221
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 permanent drainage easement situated in the James Huie Survey,
Abstract No. 799, City of Fort Worth, Tarrant County, Texas, said permanent drainage
easement being a portion of a tract of land deeded to Oncor Electric Delivery Company,
L.L.C. as recorded in County Clerk's File No. D209327919 of the Deed Records of
Tarrant County, Texas and being further described in Volume 1446, Page 78 of said
Deed Records of Tarrant County, Texas, and also being out of Gypsy Gulch Street right-
of-way as closed by Commissioners Court Ordinance No. 15166, said permanent
drainage easement being more particularly described in Exhibits "A" and "B".
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04/12/2012
Grantor, for the consideration paid to Grantor and other good and valuable
consideration, hereby grants, selis, and conveys to Grantee, its successors and assigns,
an exclusive, perpetual easement for the construction, operation, maintenance,
replacement, upgrade, and repair of a Permanent Drainage Facility, hereafter referred to
as "Facility", The Facility includes all incidental underground and aboveground
aftachments, equipment and appurtenances, including, but not limited to manholes,
pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions,
rock rip-rap, drop structures and access ramps, and other erosion control measures 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 times to enter Property, or any part thereof, for the purpose
of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility.
In no event shall Grantor (I) use the Properky 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, or any structure not requiring a building
permit but which may threaten the structural integrity or capacity of the Facility and its
appurtenances. Grantee shall be obligated to restore the surface of the Property af
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 easemenfi, 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 successors
and assigns to warrant and forever defend all and singular the 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.
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04112l2012
GRANTOR; GRANTEE: City of Fort Worth
Oncor Electric Delivery Company, L.L.C.
(Name of person authorized to sign), Title Fernando Costa, Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Attorney
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
20
Notary Public in and for the State of Texas
PERMANENT DRAINAGE FACILITY EASEMENT
Rev.04/12/2012
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BE�ORE ME, the undersigned authority, a Notary Public in and for the
State of Texas, on this day personally appeared Fernando Costa, Assistant City
Manager of the City of Fort Worth, 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 the City of Fort Worth and that he/she executed the same as the act of the City of
Fort Worth 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 Texas
' PERMANENT DRAINAGE FACIUTY EASEMENT
Rev. 04/12/2012
GLEN GARDEN STORM DRA.IN IMPROVEMENTS
PARCEL No. 2 PE
CITY PROJECT No. 00476
' 2513 HUNTING DRIVE
JAMES HI7IE SURVEY, ABSTRACT No. 799
EXHIBIT "A"
Being a permanent drainage easeme�it situated in the James Huie Survey, Abstt•act No. 799, City
of Fort Worth, Tarrant County, Texas, said permanent drainage easement being a portion of a
tract of land deeded to Oncor Electric Delivery Company, L.L.C. as recorded in Coui�ty Clerk's
File No. D209327919 of the Deed Records of Tarrant County, Texas and being fui�ther described
in Volume 1446, Page 78 of said Deed Records of Tan•ant County, Texas, and also being out of
Gypsy Gulch Street right-of-way as closed by Commissioners Coui-t Ordinance No. 15166, said
permanent drainage easement being more particularly described by metes and bounds as follows;
COMMENCING at a 1/2 inch iron rod with cap stamped "R. Coombs 5294" found for the most
southerly southwest corner of a tract of land deeded to Kenneth Ray Autry as recorded in County
Clerk's File No. D208431480 of said Deed Records of Tarrant County, Texas and being further
described in Volume 4106, Page 340 of said Deed Records of Tarrant County, Texas; THENCE
North 21 degrees 12 minutes 57 seconds West, with the south line of said tract of land deeded to
Kenneth Ray Autry, a distance of 54.24 feet to a 1/2 inch iron rod found for an angle point in the
south line of said tract of land deeded to Kenneth Ray Autry; THENCE South 88 degrees 57
minutes 30 seconds West, with the south line of said tract of land deeded to Kenneth Ray Autiy,
a distance of 14.25 feet to the POINT OF BEGINNING of the herein described pe��rnanent
drainage easement;
THENCE South 23 degrees 55 minutes 02 seconds East, a distance of 36.41 feet to a point for
' the beginning of a curve to the right having a radius of 105.00 feet, a central angle of
23 degrees 44 minutes 35 seconds, and whose chord bears South 12 degrees 02
minutes 44 seconds East, a distance of 43.20 feet;
THENCE with said cuive to the right, an arc length of 43.51 feet to a point for corner;
THENCE South 00 degrees 10 minutes 27 seconds East, a distance of 24.59 feet to a point for
corner in the north right-of-way line of Hunting Di7ve (a 60.0' right-of-way), from
which a concrete monument %und for the southeast corner of Lot 24, Block 6 of Glen
Crest, an addition to the City of Fort Worth, Tarrant Couniy, Texas, as recorded in
Volume 204, Page 78 of the Plat Records of Tarrant County, Texas, bears North 89
degrees 26 minutes 42 seconds East, a distance of 164.68 feet, said concrete
monument being the southwest corner of Lot 23 of said Block 6, said concrete
monument also being in the noi�th right-of-way line of said Hunting Drive;
THENCE South 89 degrees 26 minuies 42 seconds West, with the north right-of-way line of
said Hunting Drive, a distance of 10.00 feet to a point for corner;
Exhibit A Page 1 of 2
THENCE Noi�th 00 degrees 10 minutes 27 seconds West, a distance of 24.65 feet to a point for
the beginning of a curve to the left having a radius of 95.00 feet, a central angle of 23
degrees 44 minutes 35 seconds, and whose chord bears North 12 degrees 02 minutes
44 seconds West, a distance of 39.09 feet;
THENCE with said cuive to the left, an arc length of 39.37 feet to a point for corner;
THENCE North 23 deg�•ees 55 minutes 02 seconds West, a distance of 40.63 feet to a point for
corner in the south line of said tract of land deeded to Kenneth Ray Autzy;
THENCE North 88 degrees 57 minutes 30 seconds East, with the south line of said tract of land
deeded to Kenneth Ray Autty, a distance of 10.85 feet to the POINT OI+'
BEGINNING and containing 1,046 sc�uare %et or 0.024 acres of land, more orless.
Notes;
(1) A plat of even suivey date herewith accompaniesthis iegal description:
(2) All beat•ings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The Nortil Central Zone 4202, all distances and ai:eas shown are
surface.
(3) Surveyed on the ground December, 2013
Date: February 3, 2014
��� ���� `�._.�.
Cui-tis Smith
Registered Professional Land Suiveyor
No. 5494
Texas Firm No. �10106900
`� ,� C) i' �\
��`���}������f ��
�,,,�.. ..,,� , .H
.,,...�.�.H ...... .........�...
cUF�TI� s►�IT�
. �,� �,.,..�.,M...,,�...,� �„
C'ry;;�-'�, c,4J=� p ;'',�k:�
'�.�"��'� �s�;,� �`�``-�``��
.�'° • �
��=���. S U C�`��- �
Exhibit A Page 2 of 2
�o\
�
G
y�
LOT 3
EXHI.BI T "B "
PARCEL No. 2 PE
�� � -----
CURVE RADIUS DELTA ANGLE
� O�� � \ C-1 105.00' 23'44'35"
�p �� �� �(� C-2 95.00 23'h4 35
Z��%' �� v� \
LOT 1
C�t� �� �o ry �o�
��
° �`��Q G \�� ocK s
� o m� B�' CREST � 7�
�r � � \ G�EN p4, �AG�
rn��` � �pLUM P R,T.C•T'
P. D. B. FND 1/2"IR
KENNEiH RAY AUTRY �OT LINE
L—% C.C.F. No. D208431480 _. —
; �_� VOLUME 4106, PAGE 340
y D.R.T:C.T.
LOT 2
LOT 23
�OT 4 � N'• �'
\� N. P O C. PERMANENT DRAINAGE y Z'
5 .�8\ �� ... a �, Fr,� �/2 iR FASEMENT AREA � �� :
,t C��S G� � W/CAP STAMPED R. �,O4B SQ. FT. OR �� �
�C �g,�4p, \ �:; �. COOMBS 5294 0 024 ACRES
�4�� oi4+ �;S' \ .
�,v `� �.
o�'��� � � �
� \N�
ONCOR
Q /� H—FRAME PQLE
ll� ���'a./_ 1 � �'
�
�
� �'�,
:� j
\
... 59'+/—
tn F;::•:� �::�1 r I
/ J� �
L-4
DEED LINE LOT 24 � y�
ONCOR 'L�
N—FRAME POLE Q �G
ONCOR ELECTRIC' �o\ � �,G
DELIVERY COMPANY, L.L.C. , �O fi
C.C.F. No. D209327979 2�\ � -�
VOLUME 1446, PAGE 78
� D.R.T.C,T. coNCREre
MONUMENT
N 89'26'42"E 164.68'
HUNTING DRIVE
(A 60.0' RIGHT—QF—WAY)
NOTES:
1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT.
2. ALL BEARINGS AND COORDINATES ARE REFERENCEO TO THE TEXAS COORDINATE
SYSTEM; NAD-83, TNE NORTN CHNTRAL 20NE 4202, AU. DISTANCES AND AREAS
SHOWN ARE SURFACE.
3. SURVEYED ON THE GROUND -0ECEM6ER, 2013.
40 20 0 ,.___....._.. 40
, � i �'�1�1�V�4i'���1
SCALE iN FEEI'
� � ; � � �
C/ �� � � �� �� �� ���
1000 THROCKMORTON STREEf • FORT WORTH, TEXAS 76102
EXHIBtT SHOWING
A
PERMANENT DRAINAGE EASEMENT
OUT OF A
ACRE iRACT OF LAND
SITUATED IN THE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH, TARRANT GOUNTY, TEXAS
AS RECORDEO IN
COUNTY CLERK'S FILE No. Q209327919
DEED RECOROS OF TARRANT COUNTI', TEXAS
PROJECT: GLEN GARDEN STORM DRAIN IMPROVEMENTS CI'Tl' PROJ, No. 00�
AC UISITION AREA 1 046 SQUARE FEET OR 0.024 ACRES
JOB No. HALFt 101.00 DRAWN BY: JPH CAD FILE: 02 DRAIN.OWG
DATE: FEBRUARY 3, 2014 D(HIBfT 8 PAGE 1 OF 1 SCALE: 1" = 40'
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH fORT WOR7H, TX.
I� ��'' 'C� f- - ��� {�`
9,',` •;�Cs� � � E `r'r�.;-�` la
< -y
r ,, ;•''<z- �:��, � �iry �. l,
...,. �� _�.� �� r':�... ,.5 r.i i.'.!� .,..
; ,p 54 =a F �' C�-
�^ �)�P`� ,t ��'�"
,
�� J
� ��'. `� l,� , .��.
__�CURTIS SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
N0. 5494 TEXAS FlRM No. 10106900
6118 • 817-496-1424 FAX 817-496-1766
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 2 TE PART 1
CITY PROJECT No. 00476
2513 HUNTING DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH
TEMPORARY CONSTRUCTION EASEMENT
DATE: FE�RUARY 3, 2014
GRANTOR, ONCOR ELECTRIC DELIVERY COMPANY, L.L.C.
GRANTOR'S MAILING ADDRESS (including County);
P.O. BOX 219071
DALLAS, DALLAS COUNTY, TEXAS 75221
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 temporary construction easement situated in the James Huie Survey,
Abstract No. 799, City of Fort Worth, Tarrant County, Texas, said temporary construction
easement being a portion of a tract of land deeded to Oncor Electric Delivery Company, L,L.C.
as recorded in County Clerk's File No. D209327919 of the Deed Records of Tarrant County,
Texas and being further described in Volume 1446, Page 78 of said Deed Records of Tarrant
County, Texas, and also being out of Gypsy Gulch Street right-of-way as closed by
Commissioners Court Ordinance No. 15166, said temporary construction easement being more
particularly described in Exhibits "A" and "B".
Tcmporary Constnwtim� Easement
07/09/2007
Grantor, for the consideraiion paid to Grantor, hereby grant, bargain and convey unto Grantee,
its successors and assigns, the use and passage in, over, and across, below and along the
easement situated in Tarrant County, Texas, in accordance with the legal description hereto
aftached as Exhibit "A", and ingress and egress over Grantor's property to the easement as
shown on Exhibit "B".
It is further agreed and understood that Grantee will be permitted the use of said easement for
the purpose of «construction» Upon completion of improvements and its acceptance by
Grantee, all rights granted within the described Temporary Construction Easement shall cease.
TO HAVE AND TO HOLD the above described easement, together with, ail and singular, the
rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors
and assigns until the compietion of construction and acceptance by Grantee. Grantar hereby
bind thernselves, 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.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
7'emporary ConsWction Easement
O1/09/2007
GRANTOR:
Oncor Elecfric Delivery Company, L.L.C.
GRANTEE: City of Fort Worth
(Name of person authorized to sign), Title
Fernando Costa Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Attorney
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
, 20_.
Notary Public in and for the State of Texas
Temporary Constrnction Easement
01109l2007
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRAN7 §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personaliy appeared Fernando Costa, Assistant City Manager of the City of
Fort Worth, 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 the City of Fort Worth and
that he/she executed the same as the act of the City of Fort Worth 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 Texas
After recording retur�i to:
City of Fort Worth
Depai�tment of Engineering
Real Property Services
1000 Tlu•ockmorton St
Fort Worth, TX 76102
'Pemporary Construction Easement
01 /09/2007
GLEN GARDEN ST�RM DRAIN IMPROVEMENTS
PARCEL No. 2 TE PART 1
CITY PROJECT No. 00476
2513 HUNTING DRIVE
JAMES HUIE SURVEY, ABSTRACT No. 799
EXHIBIT "A"
Being a temporary construction easement situated in the James Huie Survey, Abstract No. 799,
City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion
of a tract of land deeded to Oncor Electric Deliveiy Company, L.L.C. as recorded in County
Clerk's File No, D209327919 of the Deed Records of Tarrant County, Texas and being further
described in Volume 1446, Page 78 of said Deed Records of Tan-ant County, Texas, and also
being out of Gypsy Gulch Street right-of-way as closed by Commissioners Court Ordinance No.
15166, said tempox•aiy construction easement being more particularly described by metes and
bounds as follows;
COMMENCING at a 1/2 inch iron rod with cap stamped "R. Coombs 5294" found for the most
southerly southwest corner of a tract of land deeded to Kenneth Ray Autty as recorded in County
Clerk's File No. D208431480 of said Deed Records of Tai•rant County, Texas and being fitrther
described in Volume 4106, Page 340 of said Deed Records of Ta��rant County, Texas; THENCE
North 21 degrees 12 minutes 57 seconds West, with the south line of said tract of land deeded to
Kenneth Ray Autiy, a distance of 54.24 feet to a 1/2 inch iron rod found for an angle point in the
south line of said tract of land deeded to Kenneth Ray Autry; THENCE South 88 degrees 57
minutes 30 seconds West, with the south line of said tract of land deeded to Kenneth Ray Autry,
a distance of 25.10 feet to the POINT OF BEGINNING of the herein described temporary
construction easement;
THENCE South 23 degz•ees 55 minutes 02 seconds East, a distance of 40.63 feet to a point for
the beginning of a curve to the right having a radius of 95.00 feet, a central angle of
23 degrees 44 rninutes 35 seconds, and whose chord bears South 12 degrees 02
minutes 44 seconds East, a distance of 39.09 feet;
THENCE with sazd curve to the right, an arc length of 39.37 feet to a point foi• corner;
THENCE South 00 degrees 10 minutes 27 seconds East, a distance of 24.65 feet to a point for
corner in the north right-of-way line of Hunting Drive (a 60.0' right-of way), fiom
which a concrete monument found for the southeast corner of Lot 24, Block 6 oi Glen
Crest, an addition to the City of Fort Woi�th, Tai7•ant County, Texas, as recorded in
Volume 204, Page 78 of the Plat Records of Tarrant County, Texas, bears North 89
degrees 26 minutes 42 seconds East, a distance of 174.68 feet, said concrete
monument being the southwest corner of Lot 23 of said Block 6, said concrete
monument also being in the noi-tli a•ight-of-way line of said Hunting Drive;
Exhibit A Page 1 of 2
THENCE South 89 degrees 26 tninutes 42 seconds West, with the north right-of-way line of
said Hunting Drive, a distance of 22.66 feet to a point for the most southerly southeast
corner of Lot 4, Block 5 of said Glen Crest, said point also being the beginning of a
non-tangent cuive to the left having a radius of 20.00 feet, a central angle of 109
degrees 52 minutes S 1 seconds, and whose chord bears North 34 degrees 30 minutes
17 seconds East, a distance o� 32.74 %et;
THENCE with said non-tangent curve to the left and with the easterly line of said Lot 4, an arc
length of 38.36 feetto a point for the most northerly southeast coi�ner of said I,�t 4;
THENCE North 20 degrees 26 minutes 09 seconds West, with the easterly line of said Lot 4, a
distance of 78.05 feet to a point for the northeast corner of said Lot 4, said point being
the southeast corner of Lot 3 of said Block 5, said point also being the most northerly
southwest corner of said tract of land deeded to Kenneth Ray Autry;
T�-iENCE North 88 degrees 57 minutes 30 seconds East, with the south line of said tract `of land
deeded to Kenneth Ray Autry, a distance of 6.66 feet to the POTNT or
BEGINNING and containing '746 square %et or 0.017 acres of land, more or less.
Notes:
(1) Aplat of even survey date hexewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coorciinate System,
NAD-83, The North Cent�al Zoile 4202, all distances and areas shown are
surface.
(3) Surveyed on the ground December, 2013
Date: February 3, 2 14
��' -
�___�_..o� ,
��� f ��_.
Cui�tis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
��� �r T�-��.
�P:��,��'re;��;. -¢�,�
�,,•`'e �' o`�, �r,
..,_a.,rv. .,...�..., ,;��..�
�U�TI� S�iITN
....N,. ...,N,..�.,..,,...,.. ,..
�" `•.;�p 5t��<� ��-:;:' �:
�Y�j;�'"h �; 55,t ���' �-�`��
`�°::�, � l.! �'� �=�
Exhibit A Page 2 oi2
EX.�I.BI T "B "
\ PARCEL No. 2 TE PART 1
y" CURVE TABLE
� \ CURVE RADIUS DELTA ANGLE CNORD BEARING CHORD LENGTH ARC LENGTH
��O �� � � C-1 95.OD' 23'44'35" S 12'02'44"E 39.09' 39.37
`��n� p�.�?�� r t1 � C-2 20.Op 109'52 51 N 34'30 17 E 32J4 38.36
r
G ZN��� � � UNE TABLE
�� ��� ,� LOT 1 IINE BEARING DISTANCE
ro�\ 2� p� �1 ` �� L-1 S 88'S7'30 25.10'
o N� G �% 6 L-2 S 23'S5 02 E 40.63
G2 . Q �� �LOCK EST g a L-3 S 00'1027 E 24.65'
LOT 3�\ � G�� ��, + \� G L EN ��� P�G� 7 �\ L-5 N 20'26'09"W 78.05
��� ' y \ �O�U M p R.'j'.C•T' Cyn� L-B N 8$'57'30"E 6.66
� i , �
40 20 0
��
� �ly 'tllii�'ri -•--
�' �
SCALE IN FEET
i ° •' •
1000 THROCKMORTON STREEf • FORT WORTH, TEXAS 76102
EXHIBIT SHOWING
A
TEMPORARY CONSTRUCTION EASEMENT
OUT OF A
ACRE TRACT OF 1�4ND
SITUATED IN THE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
AS RECORDED IN
COUNN CLERK'S FILE No. D209327919
DEED RECORDS OF TARRANT COUNTY, TEXAS
AC UISITION AREA 7
JOB No. HALFt 101.00
DATE: FEBRUARY 3. 2014
L-6
■
FND 1/2"IR
\ LOT 2
KENNEfH RAY AUTRY
C.C.F. No. D208431480 LOT UNE _ _ � _ _ _ � _
VOLUME 4106, PAGE 340
y o.R.T.c.T. LOT 23
N': P. D. C. `'
� FNO 1/2"IR TEMPORARY \ "j� �
` . W/CAP STAMPED R. CONSTRUCTION � ��
� cooMes s2sa EASEMENT AREA ��� �j1
� �r 746 SQ. F?. OR
R,, 0.017 ACRES LOT 24 �� �'G
— — o��° uNE — — '� �n
� � HNfRAME POLE \ O �G
\ � .
� ONCOR ELECTRIC �o,�� -� �G
69'+/- � DELIVERY COMPANY, LL,G ,� �9 C�
C.C.F'. No. b209327919 �� � '''�
� j VOLUME 1446, PAGE 78 �
� w � � D.R.T.C.T. � CONCRETE
� MONUMENT
��+ � � N '89'26'42"E � 174.68' �--
HUNTING DRIVE
(A 60.0' RIGHT—OF—WAY)
NOTES:
t. A LEGAL DESCRIPTION OF EYEN QATE ACCOMPANIES THIS PLAT.
2. ALL BEARINGS AND COORDINATE5 ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, AlL 'OISTANCES' AND ARFAS
SHOWN ARE SURFACE.
3. SURVEYED ON THE GROUND DECEMBER, 2013,
CAD FiLE: 02 TEMP-PART 1.QWG
SCAI F� i" = 4f1'
�
��'�� �� f 'r�r.
Jf i. r � L� � r.:'' .� _
j(. � • ! � � f t, �
�r> • 4� � `v'•.
C UR I IS SMIT,�
, �,
i �.n �1��3� �
'.'�? �`;�� i �
PROFESSIONAL
• 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH. TX. 76118 • 817-496-1424 FA3C $17-496-1768
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 2 TE PART 2
CITY PROJECT No. 00476
2513 HUNTING DRiVE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH
TEMPORARY CONSTRUCTION EASEMENT
DATE: FEBRUARY 3, 2014
GRANTOR: ONCOR ELECTRIC DELIVERY COMPANY, L.L.C.
GRANTOR'S MAILING ADDRESS (including County):
' P.O. BOX 219071
DALLAS, DALLAS COUNTY, TEXAS 75221
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (inciuding 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 acknowiedged.
PROPERTY: Being a temporary construction easement situated in the James Huie Survey,
Abstract No. 799, City of Fort Worth, Tarrant County, Texas, said temporary construction
easement being a portion of a tract of land deeded to Oncor Electric Delivery Company, L.L.C.
as recorded in County Clerk's File No. D209327919 of the Deed Records of Tarrant County,
Texas and being further described in Volume 1446, Page 78 of said Deed Records of Tarrant
County, Texas, and also being out of Gypsy Gulch Street right-of-way as closed by
Commissioners Court Ordinance No. 15166, said temporary construction easement being more
particularly described in Exhibits "A" and "B".
"Pemporary Construction Easemeut
01/09/2007
Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee,
its successors and assigns, the use and passage in, over, and across, below and along the
easement situated in Tarrant County, Texas, in accordance with the legal description hereto
attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as
shown on Exhibit "B".
It is further agreed and understood that Grantee will be permitted the use of said easement for
the purpose of «construction» Upon completion of improvements and its acceptance by
Grantee, all rights granted within the described Temporary Construction Easement shall cease.
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 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.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
Temporary Construclion Easement
Ol/09/2007
GRANTOR;
Oncor Electric Delivery Company, L.L.C.
(Name of person authorized to sign), Title
GRANTEE: City of Fort Worth
Fernando Costa Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Attorney
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
20
Notary Public in and for the State of Texas
Temporary Coi�struction F.2seroent
Ol/09/2007
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Pubiic in and for the State of
Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of
Fort Worth, 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 the City of Fort Worth and
that he/she executed the same as the act of the City of Fort Worth 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 Texas
After recording return to:
; City of Fort Worth
Department of Engineering
Real Property Services
1000 Throckmorton St
Fort Worth, TX 76102
Temporary Construction Easement
O]!0)/2007
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 2 TE PART 2
CITY PROJECT No. 00476
2513 HUNTING DRIVE
JAMES HUIE SURVEY, ABSTRACT No. �99
f�►:i:ii: ,�
Being a temporary construction easement situated in the James Huie Survey, Abstract No. 799,
City of Fort Worth, Tar�•ant County, Texas, said temporary constiuction easement being a portion
of a tract of land deeded to Oncor Elechic Delivery Company, L.L.C. as recorded in County
Clerk's File No. D209327919 of the Deed Records of Tarrant County, Texas and being further
described in Volume 1446, Page 78 of said Deed Records of Tarrant County, Texas, and also
being out of Gypsy Gulch Street right-of-way as closed by Commissioners Court Ordinance No.
15166, said temporaly construction easement being more particularly described by metes and
bounds as follows;
BEGINNING at a 1/2 inch iron rod with cap stamped "R. Coombs 5294" found for the most
southerly southwest corner of a tract of land deeded to Kenneth Ray Autry as recorded in County
Clerk's File No. D208431480 of said Deed Records of Taz-�ant County, Texas and being furiher
described in Volume 4106, Page 340 of said Deed Records of Tarrant County, Texas;
THENCE North 88 degrees 50 minutes 56 seconds East, with the south line of said tract of land
deeded to Kenneth Ray Autiy, a distance of 31.04 feet to a point for corner in the
westerly line of Lot 24, Block 6 of Glen Crest, an addition to the City of Foi�t Woi-th,
Tarrant County, Texas, as recorded in Volume 204, Page 78 of the Plat Records of
Tarrant County, Texas;
THENCE South 20 degrees 26 minutes 09 seconds East, with the westerly line of said Lot 24, a
distance of 32.16 feet to a point for the most northerly southwest corner of said Lot
24, said point being the beginning of a curve to the left having a radius of 30.00 feet, a
central angle of 70 degrees 07 minutes 09 seconds, and whose chord bears South 55
degrees 29 minutes 43 seconds East, a distance of 34.47 feet;
THENCE with said curve to the left and with the westerly line of said Lot 24, an arc length of
36.71 feet to a point for the most southerly southwest corner of said Lot 24, said point
being in the north right-of-way line of Hunting Drive (a 60.0' right-of-way), from
which a concrete monument found for the southeast corner of said Lot 24 bears North
89 degrees 26 minutes 42 seconds East, a distance of 83.99 feet, said concrete
monument being the southwest col-��er of Lot 23 of said Block 6, said concrete
monument also being in the north right-of-way line of said Hunting Drive;
THENCE South 89 degrees 26 minutes 42 seconds West, with the north right-of-way line of
said Hunting Dz�ive, a distance of 80.69 feet to a point foi• corner;
Exhibit A Pa�e 1 of 2
THENCE Nor�th 00 degrees 10 minutes 27 seconds West, a distance of 24.59 feet to a point for
the beginning of a cuive to the left having a radius of 105.00 feet, a central angle of
23 degrees 44 minutes 35 seconds, and whose chord bears North 12 degrees 02
minutes 44 seconds West, a distance of 43.20 feet;
THENCE with said cur•ve to the left, an arc length of 43.51 feet to a�oint for corner;
THENCE North 23 degrees 55 minutes 02 seconds West, a distance of 36.41 feet to a point for
corner in the south line of said tract of land deeded to Kenneth Ray Autiy;
THENCE North 88 degrees 57 minutes 30 seconds East, with the south line of said tract of land
deeded to Kenneth Ray Autzy, a distance of 14.25 feet to a 1/2 inch iron rod found for
an angle point in the south line of said tract of land deeded to Kenneth Ray Autry;
THENCE South 21 degrees 12 minutes 57 seconds East, with the'south line of said tract'of land
deeded to Kenneth Ray Autry, a distance of 54.24 feet to the POINT OF
BEGINNING and containing 3,285 square feet or 0:075 acres of land, more or less.
Notes:
(1) A plat of even s�i�vey date herewith accom�anies this'le�al description.
(2) All bearings and coordinates are i•eferenced to the Texas Coordinate System,
NAD-83; The Noi�tih Central Zone 4202, all distances and areas shown are
' surface.
(3) Surveyetl on the ground December, 2013
Date: Febivary 3, 2�4
�� � �� �
Ct�rtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
f� -�r� 0 f` T �
���.,��}`>�°�`�°��`�, _�l�
c,, :'e- c� � ; Gr�
CUI�'�!S Si4�ITl-!
C" +:°,�`' S<�9/r �,Ae Q�.
����������� ��
Exhibit A Page 2 of 2
���
O
LOT 3
TEMPORARY < `
CONSTRUCTION �cs
EASEMENT AREA
3,285 SQ. F1'. OR /
0.075 ACRES (\
ro
LOT 4 �\
ONCOR �
H-FRAME POLE
247'+/-
B.LOC.K 5
GLEN CREST
VOLUME 204, PAGE 78 /
P.R. T. C. T.
�
�
fND t/2"IR
�
kENNEI'H RAY AUTRY
�-6 C.C.F. No. D208431480 LOT LINE __
......... VOLUME 4106, PAGE 340
, ...... D.R.T.GT.
c`
N
I
�
LQT 2
LOT 23.
�
� P. o.B. �����
FND t /2"IR ,.a ( f l
W/CAP STAMPED R.
COOMBS 5294 LOT 24
L-"') OEED LINE � yG
. ��—LOT UNE Z�
j � ONCOR H-�RAME � NG
�N POLE 7'+/-
ONCOR ELEGTRIC `�� ���
` DELIVERY COMPANY, L.LC. �\ � �
GC.F. No. D209327919 �`
VOLUME 1446, PAGE 78
'�� D.R.T.C.T, coNCREre
...........' ...........:................:...:�:.�::.:... 'MONUMENT
...... ............ ......................
L_3 N 89'26'42"E 83.99'
HUNTING DRIVE
(A 60.0' RIGHT—OF—WAY)
NOTES:
t. A LEGAL OESpRIPTION Of 'EVEN DATE ACCOMPANIES THIS PLAT,
2. ALL BEARINGS AND CQORDINATES ARE REfERENCED TO THE TEXAS COORDINATE
SYSTEM,'NAD-83, THE NORTH CENTRAL ZONE 4202, ALl DISTANCES AND AREAS
SHOWN ARE SURFACE.
3. SURYEYED ON THE GROUND DECEMBER, 2013.
i' 1'
40 20 0 40
�
SCALE IN FEEf
G� �� � � �� �� V d/ � r��
1000 THROCKMORTON STREEf • FORT WORTH, TEXAS 76102
EXHI8IT SHOWING
A
TEMPORARY CONSTRUCTION EASEMENT
OUT OF A
ACRE TRACT OF LAND
SITUATED IN THE
JAMES HUIE SURVEY, ABSTRACT No. 799
CITY OF FORT WORTH, TARRANT COUNIY, TEXAS
AS RECORDED IN
COUN1l' C�ERK�S FILE No. D209327919
DEED RECORDS OF TARRANT COUNTY, TEXAS
DATE:
EXHIBI T "B "
� \ PARCEL No. 2 TE PART 2
� CURVE
CURVE R,4DIUS DELTA ANGLE CNORD
� ��� '°'o C-1 30.00' 70'07'09` 5 55':
�O �� �� i f1 \ C-2 105.00' 23'44 35 N 12'C
Z � � V�
�Z �'
' �oZ��o ^ \�o� LOT 1
y�
a ,
� � �,�o � � \�`� �N CC EpA � 78 �
��%', \ V�LUM p R T;C.�'• c
101.00
0
SOUTH
r �4,,."t)};" � '�,�
,��`�`\ •'�f i � i F'�� - t r
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� ,...,. ,,..,,�:.�,,,, ,,,,,,,, ,,,,�.,....�
("s C 1)�R 1, ,,,., S M I� I �)
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lt Jr�,�_�. ��`, ���
'6 ,-�P`�`x: �a l�t;� := l
�,�'�'
2.DWG CURTIS SMITH
REGISTEREO PROFESSIONAL LAND SURVEYOR
N0. 5494 TD(AS FlRhi No. 10106900
'6118 • 817-496-t424 FAX 817-496-1768
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 3 PE
CITY PROJECT No. 00476
2916 FAIRWAY DRIVE
BLOCK 6, GLEN GARDEN
STATE OF TEXAS
.
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT
CITY OF FORT WORTH
PERMANENT DRAINAGE FACILITY EASEMENT
��
r ., �.
FEDRUARY 3, 2014
G.G.T., L.P.
GRANTOR'S MAILING ADDRESS (including County):
936 NOTTINGHAM ROAD
KELLER, TARRANT COUNTY, TEXAS 76248
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 receipf and sufficiency of which is hereby acknowledged.
PROPERTY: Being a permanent drainage easement out of Block 6 of Gien Garden, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 309,
Page 28 of the Plat Records of Tarrant County, Texas, said Block 6 being deeded to
G.G,T., L.P. as recorded in County Clerk's File No. D206199494 of the Deed Records of
Tarrant County, Texas, said permanent drainage easement being more particularly
described in Exhibits "A" and "B".
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04l12/2012
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 Drainage Facility, hereafter referred to
as "Facility". The Facility includes all incidental underground and aboveground
attachments, equipment and appurtenances, including, but not limited to manholes,
pipelines, junction boxes, inlets, flumes, headwalis, wingwalis, slope pavement, gabions,
rock rip-rap, drop structures and access ramps, and other erosion control measures 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 times to enter Property, or any part thereof, for the purpose
of constructing, operating, maintaining, replacing, upgrading, and repairing 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 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, or any structure not requiring a building
permit but which may threaten the sfructural integrity or capacity of the Facility and its
appurtenances. 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
nof 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 successors
and assigns to warrant and forever defend all and singular the 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.
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. 04/12/2012
GRANTOR: G.G.T., L.P. GRANTEE: City of Fort Worth
(Name of person authorized to sign), Title Fernando Costa, Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant Cify Attorney
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
acknowiedged 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
�i7
Notary Public in and for the State of Texas
PERMANENT DRAINAGE FACILITY EASEMENT
Rev. Oh/12/2012
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BE�ORE ME, the undersigned authority, a Notary Public in and for the
State of Texas, on this day personally appeared Fernando Costa, Assistant City
Manager of the City of Fort Worth, 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 the City of Fort Worth and that he/she executed the same as the act of the City of
Fort Worth 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 Texas
PERMANENT DRAINAGE FACILITY EASEMENT
Rev.04/12/2012
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 3 PE
CITY PROJECT No. 00476
2916 FAIRWAY DRIVE
BLOCK 6, GLEN GARDEN
EXHIBIT "A"
Being a permanent drainage easement out of Block 6 of Glen Gaz•den, an addition to the City of
Fort Worth, Tarrant County, Texas as recorded in Volume 309, Page 28 of the Plat Records of
Tarrant County, Texas, said Block 6 being deeded to G.G.T., L.P. as recorded in County Clerk's
File No. D206199494 of the Deed Records of Tarrant County, Texas, said permanent drainage
ease�nent being more particularly described by metes and bounds as follows:
COMMENCING at a 1/2 inch iron pipe found for the southeast cornez� of Lot 7, Block 2 of
Glen Crest, an addition to the City of Fort Wo2�th, Tarrant County, Texas as recorded in Volume
204, Page 78 of said Plat Records of Tarrant County, Texas, said 1/2 inch iron pipe being the
northeast corner of Lot 8 of said Block 2, said 1/2 inch iron pipe being in the west right-of-way
line of Eastline Drive (a 50.0' right-of-way); THENCE North 87 degrees 11 minutes 42 seconds
West, with the south line of said Lot 7 and with the north line of said Lot 8, a distance of 156.70
feet to a point for the southwest corner of said Lot 7, said point being in the north Iine of Lot 9 of
said Block 2, said point also being the southeast corner of Lot 6 af said Block 2; THENCE North
11 degrees 46 minutes 00 seconds West, with the wesi line of said Lot 7 and with the east line of
said Lot 6, a distance of 149.22 feet to a 1/2 inch iron rod found for the northwest corner of said
Lot 7, said 1/2 inch iron rod being the northeast corner of said Lot 6, said 1/2 inch iron rod also
being in the south right-of-way line of Fairway Drive (a 60.0' right-of-way); THENCE North 67
degrees 14 minutes 27 seconds East (radial bearing), a distance of 158.80 feet to the POINT OF
BEGINNING of the herein described permanent drainage easement, said point being in the
apparent south line of said Block 6, said point also being in the apparent north right-of-way line
of said Fairway Drive;
THENCE North 19 degreas 23 minutes 46 seconds West, a distance of 28.22 feet to a point for
corner;
THENCE North 49 degrees 23 minutes 46 seconds West, a distance of 11.79 feet to a point for
coi-ner;
THENCE North 40 degrees 36 minutes 14 seconds East, a distance of 15.00 feet to a point for
corner;
THENCE South 49 degrees 23 minutes 46 seconds East, a distance of 15.81 feet to a point for
coiner;
THENCF South 19 degrees 23 minutes 46 seconds East, a distance of 37.35 feet to a point for
corner in the appaz•ent south line of said Block 6, said point being in the apparent
north right-of-way line of said Fairway Drive;
Exhibit A Page 1 of 2
THENCE South 89 degrees 25 minutes 33 seconds West, with the apparent south line of said
Block 6 and with the apparent north ri�ht-of-way line of said Fairway Drive, a
distance of 15.85 feet to the POINT OF BEGINI�TING and containing 699 square
feet or 0.016 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accoinpanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and ateas shown are
surface.
(3) Surveyed on the ground December, 2013.
Date: Febz`uary 3, 2014
� � ��
��� !� ,�
Cui�tis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
�xhibit A T'age 2 of 2
EXHIBI T ".B "
PARCEL No. 3 PE
G.G.T., L.P.
C.C.F. D�R.T C06199494 $Lp �AR�ENE 28
UNE TABLE
IINE BEARING DISTANCE
L-1 N 19'23'46"W 28,22'
L-2 N 49'23 46"W 11.79'
L-3 N 40'3614"E 15.00'
L-4 S 49'23'46"E 15.81'
L-5 S 19'23 46 E 37.35
L-6 S 69'25 33 15.85
GLE � 3 p g, � G �"��r 1-�4 PERMANENT DRAINAGE
vp�,UM P.g.T•C' `'°J�::�;��.;:'� � 6��sQ��r � R
�_ZJ ��:;�:.;.\ � 0.016 ACRES
P. 0. B. � �:� �::�;:���'
�..
_� _` _� �.—s --
FAIRWAY DRIVE �E 1�$$�
1 � 2� �,R\NG
(A 60.0' RIGHT—OF-WAY) N 6��,o�P� $ `
COT 6
�.�.i
LQT 9
— �
FND t/2"IR 8
C� �L��C ES GE 78
GLEN p�, QA
y ��� VOL�M P R T C T.
o �
� LOT 7 � �j �
t � LpCK 2ST \ y � \
1� � E 2� R P�GE 78 � o a
N yOL�M p.R•T•C.T' � �
P. 0. C. ' m
FND 1/2" `
IRON PIPE
N 87'11'42"W 156.70'
-- .— '_'_------ — .-_
LOT 8
NOTES:
1. A LEGAL DESCRIPTION OF EVEN �ATE ACCOMPANIES THIS PLAT. �}a 3O O 6O
2. ALL BEARINGS ANO COORDINATES ARE REFERENCED TO THE TEXl�S COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE k202, ALL DISTANCES AND AREAS
SHOWN ARE SURfACE.
3. SURVEYED ON THE GROUND DECEMBER, zo,3. SCALE IN FEEf
; 1' i'
CA �)/ C7 � FO /"� W C� r"��
1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102
EXHIBtT SHOWING
A
PERMANENT DRAINAGE EASEMENT
OUT OF
BLOCK 6
G�EN GARDEN
AN ADOITiON TO THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
AS RECORDED IN
VOLUME 309, PAGE 28
PLAT RECOROS OF TARRANT COUNTY, TEXAS
AC UISITION AREA 699 SQUARE FEEf OR 0.016 ACRES
B No. HALF1101.00 ORAWN BY; JPH CAO FILE: 0;
DATE: FEBRUARY 3, 2014 EXHIBIT B PAGE 1 OF 1 SCALE: t" _
GORRONDONA & ASSOCIATES,INC. • 7524 JACK NEWEII BOULEVARO SOUTH FORT
!/� -'=��� t � i' )�'-��
'f� � ` ..'; l,�` � �7 �
r- •
j��..,.r''�� � S � c:fj�., F- �
c�j;�'2'`' '� `c�°��=�`J;
., .,�., l 1 Rl. i.`.,...{� ��f l�=I.3 ..,,.
,,, ,,,,�,,.,,�.,,,.,,�„ ,,,...r„
�.�ti J4.�,,�(+�}.�: (,�--
,I �
�wc CURTIS SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
N0. 5494 TEXAS FlRM No. 10106900
TX. 76118 • 817-496-1424 fAX 817-496-1768
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 3 TE
CITY PROJECT No. 00476
2916 FAIRWAY DRIVE
BLOCK 6, GLEN GARDEN
CITY OF FORT WORTN
TEMpORARY CONSTRUCTION EASEMENT
DATE: FEBRUARY 3, 2014
GRANTOR: G,G.T., L.P.
GRANTOR'S MAILING ADDRESS (including County):
936 NOTTINGHAM ROAD
KELLER, TARRANT COUNTY, TEXAS 76248
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 temporary construction easement out of Block 6 of Glen Garden, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 309, Page 28 of
the Plat Records of Tarrant County, Texas, said Block 6 being deeded to G.G.T., L,P, as
recorded in County Clerk's File No. D206199494 of the Deed Records of Tarrant County,
Texas, said temporary construction easement being more parficularly described in Exhibits "A"
and "B".
TemporTry Construction Easemeut
Ol/09/2007
Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee,
its successors and assigns, the use and passage in, over, and across, below and along the
easement situated in Tarrant County, Texas, in accordance with the legal description hereto
attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as
shown on Exhibit "B".
It is further agreed and understood that Grantee will be permitted the use of said easement for
the purpose of «construction» Upon completion of improvements and its acceptance by
Grantee, all rights granted within the described Temporary Construction Easement shall cease.
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 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 fo claim the same, or any part thereof.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE)
Temporary Construction Easement
O1109/2007
GRANTOR: G.G.T., L.P.
(Name of person authorized to sign), Title
GRANTEE: City of Fort Worth
Fernando Costa Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
Assistant City Attorney
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
�3��
Notary Public in and for the State of Texas
Tempora�y Constraction Easement
01 /09/2007
ACKNOW�EDGEMENT
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 Fernando Costa, Assistant City Manager of the City of
Fort Worth, known to me to be the same person whose name is subscribed to the foregoing
instrument, and acknowiedged to me that the same was the act of the City of Fort Worth and
that he/she executed the same as the act of the City of Fort Worth 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 Texas
After recording return to:
City of Fort Worth
Department of Engineering
Real Property Services
1000 Throckmorton St
Fort Worth, TX 76102
Temporary Constn�clion Easement
O1/09/2007
GLEN GARDEN STORM DRAIN IMPROVEMENTS
PARCEL No. 3 TE
CITY PROJECT No. 00476
2916 FAIRWAY DRIVE
BLOCK 6, GLEN GARDEN
EXHIBIT "A"
Being a temporary construction easement out of Block 6 of Glen Garden, an addition to the City
of Foi�t Worth, Tarrant County, Texas as recorded in Volulne 309, Page 28 of the Plat Records of
Tarrant County, Texas, said Block 6 being deeded to G.G.T., L.P. as recorded in County Clerk's
File No. D206199494 of the Deed Records of Tarrant County, Texas, said temporary
construction easement being more particularly described by metes and bounds as follows:
COMMENCING at a 1/2 inch iron pipe found for the southeast corner• of Lot 7, Block 2 of
Glen Crest, an addition to ihe City of Fort Worth, Tarrant County, Texas as recorded in Volume
204, Page 78 of said Plat Records of Tat7•ant County, Texas, said 1/2 inch iron pipe being the
northeast corner of Lot 8 of said Block 2, said 1/2 inch iron pipe being in the west right-of-way
line of Eastline Drive (a 50.0' right-of-way); THENCE North 87 degrees 11 minutes 42 seconds
West, with the south line of said Lot 7 and with the north line of said Lot 8, a disiance of 156.70
feet to a point for the southwest corner of said Lot 7, said point being in the north line of Lot 9 of
said Block 2, said point also being the southeast coz-ner of Lot 6 of said Block 2; THENCE North
11 degrees 46 minutes 00 seconds West, with the west line of said Lot 7 and with the east line of
said Lot 6, a distance of 149.22 feet to a 1/2 inch iron rod found for the northwest corner of said
Lot 7, said 1/2 inch iron rod being the northeast corner of said Lot 6, said 1/2 inch iron rod also
being in the south right-of-way line of Fairway Drive (a 60.0' right-of-way); THENCE Noi�th 66
degrees 29 minutes 54 seconds East (radial bearing), a distance of 153.92 feet to the POINT OF
BEGINNING of the herein described temporary construction easement, said point being in the
apparent south line of said Block 6, said point also being in the apparent north right-of-way line
of said Fairway Drive;
THENCE North 19 degrees 23 minutes 46 seconds West, a distance of 25.17 feet to a point for
corner;
THENCE North 49 degrees 23 minutes 46 seconds West, a distance of 20.45 feet to a point for
corner;
THENCE North 40 degrees 36 minutes 14 seconds East, a distance of 25.00 feet to a point for
corner;
THENCE South 49 degrees 23 minutes 46 seconds East, a distance of 27.15 feet to a point for
corner;
THENCE South 19 de�•ees 23 minutes 46 seconds �ast, a distance of 40.39 feet to a point for
corner in the apparent south line of said Block 6, said point being in the apparent
north right-of-way line of said Fairway Drive;
Exhibit A Page 1 of 2
TIIENCE South 89 degrees 25 minutes 33 seconds West, with the apparent south line of said
Block 6 and with the apparent north right-of-way line of said Fairway Drive, a
distance of 5.28 feet to a point for corner;
THENCE North 19 degrees 23 minutes 46 seconds West, a distance of 37.35 feet to a point for
corner;
THENCE North 49 degrees 23 minutes 46 seconds West, a distance of 15.81 feet to a point for
corner;
THENCE South 40 degrees 36 minutes 14 seconds West, a distance of 15.00 feet to a point for
corner;
THENCE South 49 degrees 23 minutes 46 seconds East, a distance of 11.79 feet to a point for
corner;
THENCE South 19 degrees 23 minutes 46 seconds East, a distance of 28.22 feet to a point for
corner in the apparent south line of said Block 6, said point being in the apparent
north right-of-way line of said Fairway Drive;
THENCE South 89 degrees 25 minutes 33 seconds West, with the apparent south line of said
Block 6 and with the apparent north ��ight-of-way line of said 'Fairway Di-ive, a
distanee of 5.28 feefi to the POINT OF BEGINNING and containing 716 square feet
or 0.016 acres ofland, more or 1ess.
Notes:
(1) A plat of even survey date herewith accompanies tl�is legal description.
(2) All bearings and coordinates are ieferenced to tl�:e Texas Coordinate System,
NAD-83, The North Central Zona 4202, all distances and areas shown are
sur`face.
(3) Sui•veyed on the ground December, 2013
Date: February 3, 2014
�
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Curtis Smith
Registered Professional Land Surveyox
No. 5494
Texas Firm No. 10106900
Exhibit A Page 2 of 2
TEMPORARY
CONSTRUCTION
EASEMENT AREA
716 SQ. F?. OR
0.016 ACRES
(A 60.0 RI H- - ) �° P, O B. \
.
� � FND 1/2"IR —_� \ S
EXHIBI �' "B "
PARCEL No. 3 TE
G.G.T., L.P.
C.C.F. No. D206199494
D.R.T.C.T.
C K 6 L-3 y� L-4
BN�
G�RD A�E 2$ ;,::.:�:::,�:.,. �—a
G�,E 3�9, P `���., '�'�
VOLVM p.R•T•C'�� �—i �-/ ����`���`�
��••; �
,
FAIRWAY DRIVE 'y3g2 �-6-
b29h"' g�,R�N� L-12
' G T' O F WAY N 6 �PL
LOT 6
LOT 9
z
s
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0
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, N
LOT 7
`Z
G E� CC EPA E q 8
���UM p R x.C:T•
P. D. C. '�
FND 7/2" I
IRON PIPE ,
N 8T11'42"W 156.70'
� r ' �__ z
LOT 8
� GL�N CC EpA E 7$
��U� Vo�UM p.R �.C•'�•
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60 30 0 60
.._. �� ...-...._..._...._
SCALE IN FEET
NOTES:
t. A LEGAL bESCRiPTION OF EVEN DATE ACCOMPANIES THIS PLAT.
2. AI.L BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE'
SYS7EM; NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AN0 AREAS
SHOWN ARE SURFACE:
3. SURVEYED ON THE GROUND DECEMBER, 2013.
�, �,
CI �y O f �C.� �"t' 1 /!�O �'"�f7
1000 THROCKMORTON STREEf • FORT WORTH, TEXAS 76102
EXHIBIT SHOWING
A
TEMPORARY CONSTRUCTION EASEMENT
OUT OF
BLOCK 6
OF
G�EN GARDEN
AN ADDITION 70 THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
AS RECORDED IN
VOLUME 309, PAGE 28
PLAT RECORDS OF TARRANT COUNTY, TEXAS
...----'- ---.. _....__.. _._..... _._.... ......._._..._..._ _... ...__.
AC UISITION AREA 716 S UARE FEEf OR 0,018 ACRES
JOB No. HALF1101.00 DRAWN BY: JPH CAD FILE: Q3
DATE: fEBRUARY 3, 2014 IXHIBIT 8 PAGE 1 OF 1 SCALE: t" _
GORRONDONA & ASSOCIATES,INC. • 7524 JACK NEWELL BOULEYARD SOUTH FORT
TX.
J,�'� j �.) i- �--`==
7� r'� ".' a t` j(' ,`' j!� �`
�';�`.�«��� ���-r �s �'�,
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,.�.,".''��.j.�.{;',....�; ��-11��....�
t��'�: 5�1.rj�� �;4:!,' �,
-�
�� r i
�CURTIS SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
N0. 5494 TEXAS FlRM No. 10106900
• R17-49R-1494 FAX R17-49R-17FR
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT' WORTH GLENCARDEN
S7'ANDARD CONSTRUC"t'ION SPECIFICATION DOCUMEN'i'S 00476
Revised July l, 2011
G�OTIECHNICAL �NGIN�ERING �T�lDY
DRAINAGE IMFROVEMENTS
GL.EN GARDEN
F�RT W(�RTH, TEXAS
Presented To:
Halff Associates, lnc..
September 2011
PROJECT NOw 117-11-145
� \ � ' 7�36 Pebble Drive
������,�'���� ���,. FortWorth,Texas76118
�vww.cmjengr.,com
September 21, 2011
Report No. 117-11�145
Halff Associates, lnc.
4000 Fossil Creek Boufevard
Fort Worth, Texas 76137
Attn: Mr, Terry M Barr, P,.E,, CFM
GEOTECHNIGAL ENGINEERiNG STUDY
DRAINAGE IMPROVEMENTS
GLEN GARDEN
FORT WORTH, TEXAS
1��1i►�li'�:�
Submiited here are the results of the geotechnical engineering services for the referenced project.
This study was perfarmed in generai accordance with CMJ Proposai 10-3202 dated June 1, 2010.
The geotechnical services were authorized via Ha{ff Associates, Inc, Standard Subcontract with
Praject No. 25114A dated August 11, 2011 and authorized by Mr. J, Russell Killen, P,E., CFM,
Vice President of Halff Associates, Inc.
Engineering analyses and recommendations are contained in the text section of fhe report.
Results of our field and laboratory services are included in the appendix of the report. We would
a�Feei�te—tk��oppor��nity- to -be -considered--�o�p�o�i�i�g--the materials engineering and
geatechnical observation services during the construction phase of fhis project.
We appreciate the opportunity to be of service to Halff Associates, Inc. Pleas� contact us if yau
have any questions or if we may be of further service at this time.
Respectfully submitted, ,�..�������
CM� ENGINEERING, ZNC. ,"�P'C� �F'rF:�,��`1)
i ecws Pthw Rec�sr�cwrtoh No. F•9177
� g,• � ;�5'
/ � ; .� )1
/ O *�• ' � * �
�.k• ;*
� � ..:.......................... /
�� � ' � � J�iht�8 P. �aAAPINGTON, IV �
........................./
P'�' 97aox �`��
:
James , Sappington IV, P,E ��jo,�.,li O.• �a`����
i F '. �ENSE. U�� ��.
Project Engineer o,SS�p�A��.�,� �'
Texas No. 97402 ��`���""�
capies submitfed: {3} Mr, Terry M Barr, P.E , CFM; Halff Associates, Inc. (mail)
(1)Mr Terry M. Barr, P,E., CFM; Halff Associates, Inc, (email)
Phone (817) 284-94Q0 Fax (817) �89-9993 Metro (817) 589-9992
TABLE OF CC3NTENTS
1.0
2.0
3. 0
4. 0
5.4
6.Q
7.0
8..0
I NTRO D U CT I O N-------------------------------------------------.
FIELD EXP�QRATION AND LABORATORY TESTING
SUBSURFACE CONDITIONS--------------------------------�
HEADWALL FOUNDATION RECOMMENDATIONS---�
EXCAVATIONS --------------------------------------------------,
EARTHWORK ----------------------------------------------------�
CONSTRUCTION OBSERVATIONS -----------------------�
REPORT CLOSURE--------------------------------------------.
P. aqe
-1
-2
-3
-5
10
13
16
17
APPENDIX A
Plate
Pianof Borings -___----____�.-------------------------------------------------------------------------------------------------A.1
Unified Soil Ciassification System----------------------------------------------------------------------------------------A2
Key to Classification and Symbols---------------------------------------------------------------------------------------A.3
Logsof Borings -------------------------------------------------------------------_________----------------------- A.4 — A,14
Free Swell Test Resuits --------------------------------------------------------------------------------------------------A.15
1.0 INTRODUCTION
1.1 General
The project, as currently planned, consists of various starm drain improvements in the vicinity of
the Glen Garden Country Club in �ort Worth, Texas. Proposed improvements inciude 30- to 54-
inch diameter RCP, 4- by 4-foot to 6- by 5-foot RCB, curb inlets, and headwalls, Pipe depths are
anticipated to be on the order of 7 to 10 feet with select areas as deep at 15 feet, Plates A,1A and
A.1 B, Plan of Borings, depicts the project vicinity and locations af the exploration borings.
1„2 Purpose and Scope
The purpose of this geotechnical engineering study has been to determine subsurface conditions,
evaluate the engineering characieristics of the subsurface materials encountered, develop
recommendations fior the type or iypes of foundations, and provide earthwork recornmendations.
To accomplish its intended purposes, the study has been conducted in the following phases: (1)
drilling sample borings to determine the general subsurface conditions and to obtain samples for
testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering
properties of the subsurface materials; and (3) performing engineering analyses, using the field
and laboratory data, to develop geotechnical recommendations for the proposed construction..
The design is currently in progress and the locations and/or elevations of structures could change.
Unce the final design is near completion (80- to 90-percent stage), it is recommended that CMJ
Engineering, Inc. be retained to review those portions of the construction documents pertaining to
the geatechnical recommendations, as a means to determine that our recommendations have
been interpreted as intended.
1„3 Report Format
The text of the report is contained in Sections � through 8. AI1 plates and large tables are
contained in Appendix A. The aipha-numeric plate and table numbers identify the appendix in
which they appear. Small tables of less than one page in length may appear in the body of the text
and are numbered according to the section in which they occur.
Report No, 117-11-145
CMJ $NG3NEERING. INC.
Units used in the report are based on the English system and may include tons per square foot
(tsfl, kips (1 kip = 1,000 pounds), kips per square foot (ksfl, pounds per square foot (psfl, pounds
per cubic foot (pcfi�, and pounds per square inch (psi},
2.0 FIELD EXPLORATION AND LABOR,4TORY TESTING
2.1 Field Exploration
Subsurface materials at the project site were explored by eleven (1) borings drilled to depths of 15
to 20 f�et.. The borings were drilled using truck mounted drilling equipmeni at the approximate
locations shown on ihe Plan of Borings, Plates A..1a and A.1s.. The boring lags are included on
Plates A.4 through A..14, and keys to classifications and symbols used on the logs are provided on
Plaies A.2 and A.3.
Undisturbed samples of cahesive soils were obtained with nominal 3-inch diameter thin-walled
{Shelby) tube samplers at the locations shown on the logs of borings.. The Shelby fube sampler
consists of a thin-wa(led steel tube with a sharp cutting edge connected to a head equipped with a
bal) valve threaded for rod connection. The tube is pushed info the soil by the hydraulic pulldown
of the drilling rig. The soil specimens were e�ruded from the tube in the field, logged, tested for
consistency with a hand oenetrometer, sealed, and �ackaged to limit loss of moisture.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer.. In this test a 0..25-inch diameter piston is pushed into the relatively undisturbed
sample at a constant rate to a depih of Q,25 inch. The results af these tests, in tsf, are tabulated at
respective sample depths an the logs. When the capacity of the penetrometer is exceeded, the
value is tabulated as 4.5+,
To evaluate the relativ� density and consistency of the harder formations, a modified version of the
Texas Cone Penetration test was performed at selected locations. Texas Department of
Transportation (TKDOT) Test Method Tex-132-E specifiies driving a 3-inch diameter cone with a
170-pound hammer freely falling 24 inches This results in 340 foot-pounds of energy for each
blow, This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This
results in 350 foot-pounds of energy for each hammer blow, In relatively soft materials, the
penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is
tabulated at respective tes# depths, as blows per 6 inches on ihe log. in hard materials (rock or
Report No. 117-11-145
CMJ EI�IGINELRI�7G, I�iC.
2
rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for
the first and second 50 blows, a total of 100 blows. The penetration for the totai 100 blows is
recorded at the respective testing depths on the boring logs.
2.2 Laboratory Testing
Laboratory soil tests were perFormed on selected representative samples recovered from the
borings, In addition to the classification tests (liquid limits and plastic limits), moisture content,
unconfined compressive strength, and unit weight tests were perform�d. Results of the laboratory
classification tests, moisture content, unconfined compressive strength, and unit weight conducted
for this project are incfuded on the boring logs.
Free swell testing vvas performed on specimens from selected samples of the clays.. These tests vvere
perFormed to help in evaluating the swell potential of near-surface soils. The resuJts of the swell tests
are presented on Plate A.15.
The above laboratory tests were perFormed in general accordance with applicable ASTM
procedures or generally accepted practice.
3.Q SUBSURFACE CONDITIUNS
3.1 Soi! Conditions
Specific types and depths of subsurface strata encountered at the boring locations are shown on
the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings
are discussed b�low, Note that depths on the borings refer to the depth frorn the existing grade or
ground surface present at the time of the investigation, and the boundaries between the various
soil types are approximate.
Asphalt pavement is present ai the surface in Borings B-4, B-5 and B-8 through B-10 with
thicknesses ranging from 2 to 3'/ inches. The asphaltic surface is underlain by 6 ta 12 inches of
rock/sand base. Concrete pav�ment is present at the surface in Boring B-11 and is 6 inches thick.
A 3-inch thick sand course underlies the concrete in Boring B-11.
Report iVo.. 117-11-145
CMJ ENGINLERING, INC.
3
�I
I�
M&C Review
CITY COUNCIL AGENDA
COUNCIL ACTION: Approved on 10/29/2013
�I
r�
Y �
1L
DATE:
CODE:
SUBJECT
Page 1 of 1
Official site of the City of Fort Worth, Texas
�(1RT«�ORTII
��
10/29/2013 REFERENCE **C-26534 LOG NAME: 20PREVAILING WAGE
NO.: RATES 2013
C TYPE: CONSENT PUBLIC NO
HEARING:
Adopt 2013 Prevailing Wage Rates for City Awarded Public Works Projects (ALL
COUNCIL DISTRICTS)
RECOMMENDATION:
It is recommended that the City Council adopt the attached 2013 Prevailing Wage Rates for City-
awarded Public Works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for Public
Works shall determine the general prevailing rate of per diem wages for each craft or type of worker
needed to execute the contract. The public body is required to specify in the bid documents for any
Public Works contract, and in the contract itself, the wages as determined and adopted by the public
body.
The attached 2013 Prevailing Wage Rates data for Heavy and Highway Construction projects
identifies the current Davis-Bacon Act prevailing wages for heavy and highway construction projects
applicable to the local wage rate zone. The attached 2013 Prevailing Wage Rates data for
Commercial Construction projects identifies average wage rates based on a salary survey conducted
and published by the North Texas Construction Industry (Fall 2012). The 2013 Prevailing Wage
Rates will be included in future City-awarded infrastructure bid documents and contracts once
adopted.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that this action will have no material effect on
City funds.
TO Fund/Account/Centers FROM Fund/Account/Centers
. . _. .. .. . .. _ . . ._ _ .. .
Submitted for Citv Manager's Office bv:
Originating Deqartment Head:
Additional Information Contact:
ATTACHMENTS
NewCOFW Hor.qdf
NewCOFW Vert.pdf
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Roy Teal (7958)
http://apps.cfwnet.org/council�ackedmc_review.asp?ID=19155&councildate=l0/29/2013 11 /7/2013
Fill materials were encountered beneath the pavement structure in Boring B-10 to a depth of 4 feet..
The fills consist of reddish brown and dark brown clayey sands and sandy clays containing
calcareous nodules, ironstone nodules, and abundant gravel
Natural soils encountered consist of brown, light brown, dark brown, reddish brown, light reddish
brown and gray silty clays, sandy ciays, silty shaly clays, shaly clays and clays, Calcareous
nodules and/or ironstone nodules are typically present wifhin the clays. l.imestone
fragments/gravel are noted within the surface clays in Borings B-1 fhrough B-3, B-6 and B-7 above
2 to 3 feet and limestone seams/fragments are noted within the shaly clays in Borings B-3, B-5 and
B-8 below 4- ta 10-foot depths. Sand lenses are occasionally pr�sent within the shaly clays below
6 to 9 feet in Borings B-2 and B-3. Borings B-3, B-6 and B-8 through B-1 � were ferminated within
the natural clays at depths of 15 to 20 feet,
The clay soils encountered are very stiff to hard in consistency (soil basis), with pocket
penetrometer values of 3,5 to over 4..5 tsf� The variaus soils encountered in the borings had tested
Liquid Limits (LL) ranging from 34 to 95 with Plasticity lndices (PI) ranging from 18 to 62 and are
classified as SC, CL and CH by the USCS. Tested unit weight and unconfined compressive
strength values range from 98 to 127 pcf and 2,090 to 18,630 psf, respectively, Selected
uncanfined compressive strength test samples reflect slickensided characteristics, indicating in-situ
strengths are higher than the tested value,
Tan limestone is presen# below overburden soiis in Borings B-1, B-2, B-4, B-5 and k3-7 at depths of
2 and 10 feet below existing grade. The tan limestone cantain clay seams or layers, occurs
' fractured in upper reaches in select locations and is hard to very hard (sedirnentary rock basis} with
Texas Cone Penetrometer (THD} values of 3/a ta 1'/� inches per 100 blows. Boring B-2 was
terminated within fhe tan limestone at a depth of 15 feet,
Tan and gray limestone with gray shale seams is next present in Boring B-4. This tan and gray
limestone is very hard, with a THD value of %2 inch of penetration. Boring B-4 was terminated af a
depth of 15 feet within the tan and gray limestone..
Gray limestone is present below the tan limestone in Borings B-5 and B-i at depths of 12 to 13
feet. The gray limestone contained shale seams and is hard fa very hard (sedimentary rock basis)
with Texas Cone Penetrometer (THD) values of '/2 to 2 inches per 100 biows. Gray shale is
Report No.. 117-11-145
Cl�1J ENGINEF.RING, INC
4
present below the tan limestone in Boring B-1 at a depth of 12 feet., The gray shale contains
limestone seams and layers and is hard (s�dimentary rock basis) with Texas Cone Penetrometer
(THD) values of 1 to 13/ inches per 100 blows,
3.2 Ground-Water Observat'rons
The borings were drilled using continuous flight augers in order to observe ground-water seepage
during drilling.. Ground-water seepage was not encounfered during drilling and all borings were dry
at comptetion.
Fluctuations of the ground-water levei can occur due to seasonal variations in the amount of
rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factars not
evident at the time the borings w�re performed. Th� possibility of ground-water level fluctuations
should be considered when developing the design and construction plans for the project. Ground
water may occur in more granular/sandy zones or atop/within the tan limestones.
4,0 HEADWALL FOUNDATIC3N RECOMMENDATIC?NS
4,.1 Ger�era! F��r�da#ion Cmnsid�ra#ior�s
Two independent design criteria must be satis��d in the selection of the type of foundation to
support the proposed structures. First, the ultimat� bearing capacity, reduced by a sufficient factor
of safety, must not be exceeded by the bearing pressure transferred to the foundation soils..
Second, due to consolidation or expansion of the underlying soils during the operating life af the
structures, tatal and differential vertical movements must be within tolerabl� limits,.
4„2 Foundations
Foundations may be mat-type founded a minimum of 2 feet below the thalweg of the drainage
�hannel, situ�ted �ithin sither hard silty rlays ar shal; clays or t�n limestone, Propsr �dentification
of the bearing maierial by qualified geotechnical personnel during construction is paramount;
therefore, the foundation bearing depth may be deeper, depending on materials encountered, The
foundations may be designed for an allowable bearing pressure of 2.0 ksf.
�xcavation for the footing base may need to incorporate dewatering io kee� the excavation firee ofi
excess water, depending on site conditions. In a�dition, the �ater table should be lo�rered to a
depth of 2 feet below the proposed excavation. It should b� noted that the headwall foundations
Report No., 117-11-145
CMj ENGINEERING, INC.
5
are typicafly subjected to non-uniform pressure across the foundation, and possibly negative
pressure (separation of foundation from soil) under a portion of the foundation, due to the
overturning moment induced by the iateral earth pressures.. The allowable foundation pressures
given above are for the maximurn pressure induced by the faundation loads, and not the average
pressure under the foundation base.
The horizontal bases of the footings will develop resistance to sliding by means of iriction.. Given
the nature of the foundation materials, an ultimate friction factor of �.35 may be used ta calculate
sliding resistance of the footings. Passive earth pressure resistance should be neglected in the
drainage channel bottom.
Sliding resistance may be increased in areas where keyways are pr�sent beneath the footings.
The vertical earth-forrned sides nf keyways will resist lateral forces by d�veloping passive earth
pressures. A passive lateral earth pressure coefficient of 2.0 should be used for passive
resistance calculations where passive resistance is developed against a vertical earth-fiormed side
of a keyway, based on a soil unit weight of � 25 pcf, per foot of footing height.
The bearing values incorporate a minimum factar of safety against shear failure of 3, Footings and
ma#s founded within undisturbed materials are not anticipated to undergo settlements greater than
1 inch or differential settlement greater than 3/4 inch after construction. Differential mov�ments on
the order of 1 to 13/ inches should be expected due to the expansive nature of the underlying
clays.
4.3 Ma# Type F�ur�dation Constructic�n
Mat type foundation construction should be monitored by a representative of the geotechnical
engineer to observe, among other things, the foilowing items:
� identification of bearing ma#erial
• Adequate penetration ofi the foundation excavation into the bearing layer
• The base and sides of the excavation are clean of loose cuttings
� When seepage is encountered, whether it is of sufficient amour�t to require the use of
excavation dewatering methods
The footing exca>>ations shoul� be neat ��ertical cuts and maintained throughout construction.
Precautions should be taken during the placement of reinforcing stee! and concrete to prevent
loose, excavated soil from falfing into the excavation. Concrete should be placed as soon as
Report No. 117-11-145
C1�1J ENGI�IEEKING, INC.
6
practical after completion of the excavating, cfeaning, reinfarcing steel placement and observation..
Excavation far a mat type foundation shouid be filied with concrete before the end of the workday,
or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or
inundation of the bearing surface with water will result in change in strength and compressibility
characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in
order to provide a fresh bearing surface. If more than 24 hours af exposure of the bearing surface
is anticipated in the excavations, a"mud slab" should be used to protect the bearing surfaces. If a
mud slab is used, the foundation excavations should initially be over-excavated by approximately 4
inches and a lean concrete mud slab of approximate(y � inches in thickness should be placed in
the bottom of the excavations immediately following exposure of the bearing surface by
excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the
subgrade, facilitate dewatering of excavations if required, and provide a working surface for the
plac�ment of formwork and reinforcing steel.
The concre#e should be placed in a manner that will prevent the concrete from striking ihe
reinforcing steel or the sides of the excavation in a manner that would cause segregation of the
concrete.,
4.4 Design Considerations
Undercutting due to erosion must be prevented in order for the structures to be successful.
Erosion protection, such as 6- to 12-inch inch size riprap should be provided in front of the
structure to limit undermining of the toe. The exact size riprap should be based on flow velocities.
Consideration should also be given to the installation of energy reducing structures, such as baffle
blocks, to prevent scour due to eddy currents at the tae of the structure. �
In lieu of rip-rap, the additian of a 12-inch thick gabion mattress at the wall toe may also be
considered for scour protection, The mattress should be at least 6 feet in length. The upstream
end of the gabions should be protected from erosion by angling a return into the bank using either
a gabion ma#tress or suitable rip-rap.
PVC coated gabions should be used, particularly as the base of the structure will be inundated by
water. Detailed specifications should be provided for gabion construction including proper tying
method, inner tie wire method, cutting and refying of the gabions to form angles and curves,
Report No. '117-11-145
CMJ ENG�rIE�R�tvc, i�vC.
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passage af pipes through gabions, iapering and transitioning of gabions, etc, The contractor or
subcontractor selected shouid have prior acceptable experience in gabion construction,
4.5 �.ateral Earth Pressures
4.5.1 General
The below grade walis must be designed for lateral pressures including, but not necessarily limited
to, earth, water, surcharge, swelling, and vibration, In addition, the lateral pressures will be
influenced by whether the backfill is drained or undrain�d, and above or below the ground-water
table.
4.5.2 Eauivalent Fluid Pressures
�.ateral earth pressures on below grade and retaining walls will depend on a variety of factors,
including the type of soils behind the wall, the condition of the soils, and the drainage conditions
behind ihe wall. Recommended laterai earth pressures expressed as equivalent fluid pr�ssures,
per foot of wall height, are presented in Table 4.5.2-1 for a wali with a levei backfill behind the top
of the wall. The equivaleni fluid pressure for an undrained conditian shoutd be used if a drainage
system is noi present to rernove water trapped in the backfill and behind the wall.. Pressures are
provided fior at-rest and active earth pressure conditions. Rigid walls are not anticipated to develop
enough movement #o mobilize active earth pressures. ln order to a11ow for an active condition the
top of #he wall(s) must deflect on the order of 0.4 percent,
TABLE 4.5.2-1 — Equivalent Fluid Pressures
At-Rest �.qu9valent Acfive Equ�vatent
Backfill Material ��uid Pr2ssure {pc�j �tu9d �res�ur� (p�fl
Drained Undcained Drained Undrained
Excavated on-site soils or clay 100 110 90 100
fiil material
Select fill / flowable filt / on-site
soifs meeting material 7� 100 �� 90
s ecifications
Free draining granular backfill 55 90 35 SO
materiai
For the select fill or free draining granuiar backfill, these values assume that a"full" wedge of the
maieria! is present behind the wafi. The wedge is defined where the wall backfill iimits ext�nd
outward at least 2 feet from the base of the wall and then upw�rd on a 1 H:2V �lopa. For narrovv�r
Report No. 117-11-1A5
CMJ ENGiNEERING.INC.
8
backfill widths of granular or select fill soiis, the equivalent fluid pressures far the on-site soiis
shou)d be used..
4.5.3 Additional Lateral Pressures
The location and magnitude of permanent surcharge loads (if present) should be determined, and
the additional pressure generated by these loads such as the weight of construction equipment
and vehicular loads that are used at the time the structures are being built must also be considered
in the d�sign. The effect of this or any other surcharge loading may be accounted for by adding an
additional uniform load to the full depth of the side walls equivalent to one-half af the expected
vertica) surcharge intensity for select backfil! materials, or equal ta the full ver�ical surcharge
intensity for clay backfill, The equivalent fluid pressures, given h�re, do not include a safety factor.
Analysis of surcharge loads (if any) shauld be performed on a case-by-case basis.. This is not
included in the scope of this study. These services can be provided as additionai services upon
request.
4.6 Walt Backfill Material Requirements
On-Site Clay Backfill: For wall backfill areas with site-excavated materials or similar imported
materials, alf oversized fragments iarger than four inches in maximum dimension should be
removed from the backfill materials prior to placement. The backfill should be fr�e of all organic
and deleterious materials, and should be placed in maximum 8-inch compacted lifts afi a minimum
of 95 percent of Standard Proctor density (ASTM D G98) within a moisture range of plus to minus
3 percentage points of optimurn rnoisture, Compaction within five feet af the walls should be
accomplished using hand compaction equipment, and shouid be between 90 and 95 percent of the
Standard Proctor density.
Select Fill Backfill: All wall selsct backfill should consist of clayey sand and/or sandy clay material
with a Plasticity Index between 4 and 16, with a Liquid Limit not exceeding 35. 7he select fill
should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of
Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage
points of the optimum moisture, Compaction within five feet of the walls should be accamplished
using hand compaction equipment and should be compacted between 9Q and 95 percent of the
Standard Proctor density,
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CMJ ENGINF.ERING. TNC.
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Flowable Backfill: Item 401, Texas Department of Transportation Standard Specifications for
Construcfion and Maintenance of Highways, Streets, and 8ridges, 2004 Edition.
Free Draininq Granular Backfill: All free draining granular wall backfill material should be a crushed
' stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3
percent passing the No, 200 sieve and less than 30 percent passing the No. 4Q sieve. The minus
No. 40 sieve material should be non-plastic„ Granular wall backfilf should not be water jetted
during installation.
4,.7 Drainage Requirements
In order to achieve the "drained" candition for low-permeability walls (concrete, masonry, etc.), a
vertica! drainage blanket or geocomposite drainage member must be installed adjacent to the wall
on the backfill side. The drainage must be connected ta an autlet drain at the base of the wal1,
Drainage could be provided using a collector pipe or weep holes near the base of the abutment.
Drains shauld be properly filtered to minimize the potential for erosion through these drains, and/or
the plugging of drain lines. �esign or specific recommendations for drainage members is beyond
the scope for this study. These services can be provided as an additional service upon request..
5.0 EXCAVATIONS
5.9 Expected Subsurface Conditians
The anticipated soil conditions are variable with respect with respect to the presence of fills, rnore
granular clayey sands, and the depth to bedrock.. Conventional earth moving equipment is
expected to be suitable for excavating the overburden soils, Heavy duty excavation/trenching
equipment will likely be necessary within the limestone and shale, depending on rock hardness,
and should be anticipated in the areas ofi Borings B-1, B-2, B-4, B-5 and B-7.
5,2 Open Cut
The trench excavations should be performed in accordance with OSHA Safety and Health
Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through fhe
various clays or limestones, it is expected that near verticaf excavation walls will be possible,
However, in the cas� #hat excavations occur through soft clays, granular soils, non-com�acted fill,
or submerged soils, it will be necessary to either slope the excavation sidewalls or pravide
temporary bracing to control excavation wall instability, In addition, for excavations deeper than 5
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CNi7 ENGI�VEERI�7G, INC.
10
fes#, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless
of the soii conditions encountered.
5.3 Trench 1 Bore Pit Dewatering
Ground-water conditions can vary with seasonal fluctuations in rainfall, Controlling the ground-
water is essential to construction of the utility fines, �ailure to control any encountered ground-
water could result in trench wall collapse, trench bottom heave, an unstable firench bottom and
detrimental pipeline settlement, and pipe deflections after backfiiling. Ground-water lev�ls should
be maintained at two feet below the base of the excavation for the full term of construction,
Protection of the open excavations should be provided during periods of moderate to heavy
rainfall, as surface water will most likely channel and collect in the excavations. The water level
should be lowered prior to excavating and should be maintained at this lov�ered level until the pipe
trench is backfilled. It is likeiy that seepage may be controlled by means of collection ditches,
sumps, and pumping. However, in the event that water infiltration rates are high, it may be
necessary to install a more elaborate dewatering system, The design of any dewatering system
required is the contractor's responsibility..
5.� �of# Trer�ch Bof#om �onditians
Unstable trench bottoms are considered to be unsuitable for support of the pipe. Soft clays could
occur where ground-water is present.. In any areas where unsuitable bearing deposits are
encountered at the planned invert elevation, the trench bottorn can be prepared using one of the
following methods:
1. Und�r-cut to a suitable bearing subgrade and replace with a structural compacted fill.. The
over-excavation should e�end lateraliy a distance of at least 1 foot beyond the edges of fhe
pipe, and then at least � foot laterally for every 1.5 feet of fill required beneath the pipe.. The
over-excavation backfill shau)d be completely surrounded with a geotextile consisting of
Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfil) should consist of a free
draining aggregate (i..e.., sands, gravels, crushed limestone, or crushed concrete) approved
by the geotechnical engineer,. The backfill should be placed in maximum 9-inch loose lifts
and uniformly campacted ta a minimum relative density of 70 percent as determined by test
methods ASTM D 4253 and D 4254.
2. Casting a 6-inch thick reinforced concrete slab. The concrete should have a minimum 3,000
psi compressive strength at 28 days.
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CMJ ENG3NE�RING. INC
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5.5 Excavation Considerations
if open trench cuts are pertormed within 1,25 times the trench depth of any surFace structure,
trench shoring (not trench boxes) should be used within open trench cuts performed within this
distance. Hydraulic shoring struts should be used and installed during �xcavation as needed to
provide full latera( support to vertica! trench sidewalls, and thereby help reduce lateral ground
movements near existing structures. A pre-construction conditiun survey shou)d be performed
prior to beginning excavation near any structure that could be affected by the trench excavation to
verify existing conditions (existing distress) prior ta canstruction. Construction monitoring should
be performed to verify that existing structures are not impacted or damaged by construction
operations.
5.6 Trench Backfill
Pipe embedment should be a coarse-grained cohesionless material that will properly fil) the area
below the spring line of the pipe.. This bedding should extend above the pipe a minimum of 6
inches to provide protection of the pipe during placement of the trench backfili.
Site excavated materials are generally cansidered suitable for use as backfill above the pipe
bedding materials. Ali trench backfill should be firee of deleterious rnaterials.. Use of rock
fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform
moisture and density without voids would be difficult. Backfill should be compacted in rnaximum 8-
inch loase lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698)..
Cfay soils having a PI greater than 20 should be compacted at a moisture content ranging from 0
to plus 4 percentage poinis above the optimum moisture content. Granular soils having a PI less
than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 percentage
points of fhe optimum moisture content. Jetting to compact the pipe backfill should not be allowed.
In areas where settlement of the backfiil must be closely controlled, the trench excavation should
be backfilled with either cement stabilized sand or flowable concrete having a 28-day compressive
strength ranging between 50 and 200 psi,
5.,7 Trench Backfill Setttement
Settlem�nt of th� backfill soils should t�e anticipated, !t is anticipated that properly com�acted on-
site clay fill soils will settle between about 1 and 2 percent of the fili thickness For example, 10
feet of fill would be expected to settle on the order of 1,2 to 2.4 inches.
Report No, 117-11-145
CM7 ENGIIVEEfit�IG, I�IC.
12
The trench backfill could be over-built in order to reduce the potential for a surface depression
alang the trench centerline. We recommend the backfill be crowned, The centerline of the
excavation should be over-built by one foot and sloped down to match grade at the edge of the
excavation.
5„$ Pravisions to Reduce Backfiil Settlement
F'ield testing will be a critical element in controlling the compaction af the backfill to limit settlement,
All trench backfilling in these critical areas shail include full-time observation of sail compaction by
an experienced geotechnician under the supervisian of the geotechnical engineer. The contractor
should provide protection for th� testing/inspection personne! while working in the tr�nches, and
shall move the protective shietd/shoring such tha# areas to be tested are readily accessible. The
compacted moisture/density af aIl backfill soils should be tested at a rate of one test per 250 linear
feet of trench, for each lift of fill placed, during compaction, Digging through existing lifts of backfiil
to access and test underlying lifts should not be allowed.
In addition, to limit settlement, where crush�d stone mat�rials are used as pipe bedding materials,
they should be wrapped with a suitable geotextil� to limit th� intrusion of fines into the crushed
stone material.
�.o E�aRTH�voR�
6.,1 �it� Pr�p�r�t�s�n
The subgrade should be firm and able to support the construction equipment without displacement..
Soft or yielding subgrade should be corrected and made stable before construction proceeds. The
subgrade should be proaf rofled to detect soft spots, which if exist, should be reworked to provide a
firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic
tired rolfer, loaded dump truck, or similar piece of equipment. The proof rolling operations should
be observed by the project geotechnical engineer or his/her representative. Prior to fill placement,
the subgrade should be scarified to a minimum depth of 8 inches, its moisture content adjusted,
and recompacted to the moisture and density recommended for fill.
Report No, 117-11-145
Citi1J ENG3iVEERi�IG. I�IC.,
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6„2 Placemeni and Compaction
Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The
uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring
hand-operated power compactors or small self-propeiled compacfors. The fili maierial should be
uniform with respect ta material type and rnoisture content.. Clods and chunks of rnaterial should
be broken down and tne fill material mixed by disking, blading, or plowing, as necessary, so that a
material of uniform moisture and density is abtained for each lift.. Water required for sprinkling to
bring the fill material to the proper moisture content should be �pplied evenly through each layer.
The on-site soils are suitable for use in siie grading. Imported fill material should be clean soil with
a Liquid L.imit less than 45 and no rock greater than 4 inches in maximum dimension. The fill
materials should be free of yegetation and debris.
The fill material should be compacted to a minimum of 95 percent of the maximum dry density
de#ermined by the Standard Proctor test, ASTM D 698. In conjunctian with the compacting
operatian, the fill material should be brought to the praper moisture content. The moisture content
for general earth fill should range from 2 percentage points below optimum to 5 percentage points
above optimum (-2 ta +5), Thes� ranges of maisture contents are given as maximum
recommended ranges. For some soils and under some conditions, the contractor may have to
maintain a more narrow range of moisture content (within the recommended range) in order to
consistenfly achieve the recommended density.
Field density tes#s should be taken as each lift of fill material is placed. As a guide, one field
density test per !ift for each 5,000 square feet of compacted area is recommended, For small
areas or criticaf areas the frequency of testing may need to be increased to one test per 2,500
square feet.. A minimum of,2 tests per lift should be required. The earthwork operations should be �
abserved and tested on a� continuing basis by an experienced geotechnician working in canjunction
with the praject geotechnical engineer..
Each lift should be compacied, tested, and approved before another lift is added, The purpose of
the field density tests is to provide some indication that uniform and adequate compaction is being
abtained. The actual quality of the fill, as compactzd, should be the responsibiiity o# the contractor
and satisfactory results from the tests should not be considered as a guarantee of the quality of fhe
contractor's tilling operations.
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CMJ ENGINEERING.INC..
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6,.3 Excavation
Based on the exploration borings, major excavations will encounter intact limestane units in the
area of Borings B-1, B-2, B-4, B-6 and B-7. These limestones are generally hard to very hard and
will require heavy duty specialized equipment for excavation, In addition, overexcavation should
be anticipated within the limestones., Overexcavation may result from large blacks or chunks
breaking along weathered seams or jointed seams beyond the planned excavation,
Th� side slapes of excavations through the overburden soils should be made in such a manner to
provide for their stability during construction. Existing struciures, pipelines or other facilities, which
are constructed prior to or during the currently proposed construction and which require
excavaiion, should be protected from loss of end bearing or lateral su}�port.
Temporary construction slopes and/or permanent embankment slopes should be protected from
surface runoff water. Site grading should be designed to allow drainage at planned areas where
erosion protection is provided, instead of allowing surface water to flow down unprot�cted slopes.
Permanent slopes at the site should be as flat as practical to reduce creep and occurr�nce of
shallow slides.. The following slope angles are recommended as maximums. The pres�nted
angles refer to the total height of a slope. Site improvement should be maintained away from the
top of the slope to reduce the possibility of damage due fio creep or shallow slides.
Heighfi (ft.) Horizonial to Vertical
0 — 3 1:1
3-6 2:1
6 — 9 3:1
> 9 4:1
Trench safety recommendations are beyond the scope af this report. The contractor must comoly
with all applicable safety regulations concerning trench safety and excavations including, but not
limited to, OSHA regulations.
Report No, 117-11-945
CMJ ENGINEERING, INC
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6.4 Soit Corrosion Potential
Specific testing for soil corrosion potential was not included in the scope of this study, Nowever,
based upon past experience on other projects in the vicinity, the soils at this site may be corrosive..
Standard construction practices for protecting metal pipe and sirnilar facilities in contact with these
soils should be used..
5,.� �rosion and Sediment Control
All disturbed areas should be protected from erosion and sedimentation during construction, and
all permanent slopes and o#her areas subject to erosion or sedimentation should be provided with
permanen# erasion and sediment control facilities. All applicable ordinances and codes regarding
erosion and sediment cantrol should be followed.
?„0 CONSTRUCTION OBSERVATIONS
In any geotechnical investigation, the design recommendations are based on a limited amount of
information about the subsurface conditions.. In the analysis, the geotechnical engineer must
assume the subsurface conditions are similar to the conditions encountered in the borings.
Ho�nrever, quite often during construction, anomalies in the subsurface conditions are revealed.
Therefore, it is recommended that CMJ Engineering, inc. be retained to observe any additianal
earthwork and perform materials evaluation during the construction phase of the project. This
' enables the geotechnical engineer to stay abreast of the project and #o be readily available to
evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to
recommend alternative solutions to unanticipated conditions.
!t is proposed that construction phase observation and materials observation commence by the
projecf geofechnicai engineer at the outset of the project. Experience has shown that the most
suitable method for procuring these services is for the owner or the owner's design engineers to
contract directly with the project geotechnical engineer, This resulis in a clear, direct line of
cammunication between the owner and the owner's design engineers and the geotechnical
eng�neer.
Report No. 117-11-145
�
CMJ ENGINEERING, INC.
8„0 REPORT CLOSURE
The locations and elevations of the borings should be considered accurate only to the degree
implied by the methods used in their determinatian, The boring logs shown in this report contain
information related to the types of soi) encountered at specific locations and times and show lines
delineating the interface between these materials. The logs also contain our field representative's
interpretation of conditions that are believed to exist in those depth intervals between the actual
samples taken, Therefore, these boring logs contain both factual and interpretive informatian,
Laboratory soil classification tests w�re also performed on samples from sel�cted depths in the
borings.. The resufts of these iests, along with visual-manual procedures, were used to generally
classify each stratum. Therefore, it should be understood that the classification data on the logs of
borings represent visual estimates of classifications for thase portions of each stratum on which the
full range of laboratory soil classification tests were not performed. It is not implied that these logs
are represenfative of subsurface canditions at other locations and times,
With regard to ground-water conditians, this report presents data on ground-water levels as they
were observed during the course of the fiefd work. In particular, water level readings have been
made in the borings at the times and under conditions stated in the text of the report and on the
boring logs. !t should be noted that fluctuations in the I�vel of the ground-water table can occur with
passage of tim� due to variations in rainfall, temperature and other factors. Also, this report does
not include quantitative information on rates of flow of ground water into excavations, on pumping
capacifies necessary to dewater the excavations, or on methods of dewatering excavations.
Unanticipated soil conditions at a cons#ruction site are commonly �ncauntered and cannot be fully
predicted by mere soil samples, test borings or test pits.. Such unexpected conditions frequently
require that additional expenditures be made by the owner to attain a properly designed and
constructed projecf. Therefare, pravision for some contingency fund is recommended to
accommodate such potential extra cost.
The analyses, canclusions and recommendations confained in this report are based on site
conditions as they existed at the time of our field investigation and further on the assumption that
the exploratory borings are representative of the subsurface conditions throughout the site; that is,
the subsurface conditions everywhere are not significantly different from those disclosed by the
borings at the time they were cornpleted if, during construction, different subsurface conditions
from those encountered in our borings are observed, or appear to be present in excavations, wE
Report No. 117-11-145
CMJ ENGINEERING, I�IC.
17
musf be advised pramptiy so that we can review these conditians and reconsider our
recommendations where necessary. If there is a substantial lapse of time between submission of
this report and the start of the work at the site, if conditions have chang�d due either to natural
causes or to construction operations at or adjacent to the site, or if structure locations, structural
loads or finish grades are changed, we urge that we be promptly informed and re#ained to review
our report to determine the applicability of the conclusions and recommendations, considering the
changed conditions and/or time lapse.
Further, it is urged that CMJ Engineering, Inc.. be retained to review those portions of the plans and
specifications #or this particular project that pertain to earthwork as a means to determine whether
the plans and specifications are consistent with the recommendations contained in this report. f n
addition, .we are available to observe cansiruction, particularly the compaction of structural fill, or
backfill as recommended in the report, and such other field observations as might be necessary.
The scope of our services did not include any environmental assessment or invesfigaiion for the
presence or absence of wetlands or hazardous or toxic materiais in the soil, surface water, ground
water or air, on or below or around the site. The scope of services also did not include any
assessment of the site for suitability for the proposed construction or use, related to items or
conditions other than those specifically addressed in this report..
This report has been prepared for use in devaloping an overali design concept. Paragraphs,
statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor ufilized
without a knawledge and awareness of their intent within the overall concept of this report. The
reproduction of this report, or any part thereofi, supplied to persons other than the owner, should
indicate that this study was made for design purposes only and that verification of the subsurfiace
condifions for purposes of defermining difficulty of excavation, trafficability, efc. are responsibilities
of the cantractor.
This �eport has been prepared fior the exclusive use of ihe Hakffi Associates, Inc. far specific
application ta design of this project. The only warranty made by us in connection with the services
provided is that we have used that degree of care and skill ordinarily exercised under similar
conditions by reputabl� members af our profession practicing in the same or similar locality No
other warran4y, expressed or impiied, is made or intended.
* * * *
Report No. 117-11-145
Cl�j EI�3GINEERING, INC
18
PLAty OF BORINGS
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Major Divisions Sym 7ypical Names Laborafory Classification Criteria
� N� Well-graded gravels, grav�l- � pso (p,o)Z
ro � c C��/V sand mixtures, little or no u, CU ---- greater than 4: C�= ---------- beiween 1 and 3
�n � p fines �� D'o D�o X aso
p � W � � � o
� ` N � d°, Poorly graded gravels, grave! u �� T
N �- �, c.� � GP sand mixtures, little or no � cn �� Nat rneeting ali gradation requirements for GW
� � °i ,'w fines � n: v �
a�i c�a o N c�i ���
� � �
" � � o � � �, � � � Liquid and Plastic limits
o p z � o Silty graveis, grave!-sand-silt N c� �? �� „„. Liquid and plastic limits
N 4- �,.,_ � GM �; � ;� bElow A line or P.I.
o L� � ro N mi�ures �� :� greater than 4 plotting in hatched zone
z ro-�- '� � c � N :� between 4 and 7 are
N`� � a � o N� �° l..i uid and Plastic limits borderline cases
'o � �' > �' Clayey gravels, gravel-sand- � N � " a , „ . requiring use of dual
v� �, o � a G C c o : n� a b o v e ' A I m e w i t h P. I.
-r, a, � � a clay mixtures � z : fi symbols
u� � �.- ¢ � � :=`c greater than 7
c
rn
c��o,�n E� ? o
c� � °' � Wefl-graded sands, gravelly � o � : `� �60 (�30)2
�� @ .n c S1�1( a> � C� --- greater than 6: C�= -------------- between 1 and 3
o ro N � w sands, little or no fines ��, o,o o x a
ro o ,_ � ,o so
U� u, cn c � o
� � � � � � :
� ° N aroi � Poorly graded sands; � � �; �
° ro N U� SP graveily sands, little or no -c �; � � ; Not meeting all gradation requirements for SW
.� �, � > � fines N � � Q J;
� � � a�
c"� �'v� o o m. cv �
� � "' v� a� �n r-
"� � � o y� o, ro ro�`w Liquid and Plastic limits
°' o z a� � Silty sands, sand-silt �a � � s�- ,
� „_, �� o SM c ��,; -� -- cv below "A' line or P I less Liquid and plas#ic limits
� � � � mix#ures �, � � a� .-
� L�� N � a o� o o than 4 plotting between 4 and 7
ro "� '� � � n. o ° -� � �n are borderline cases
� �°� �= a Liquid and Plastic limits requiring use of dual
a � Q, SC Clayey sands, sand-clay � a� above "A" line with P.I symbals
g Q mixtures � � y
u, � � greater than 7
� Q U
Inorganic silts and very fine
sands, rock flour, siity or
� ML clayey fine sands, or clayey
�, � silts with slight plasticity
� � � 60
> °� Inorganic clays af low to
� � � medium plasticity, gravelly
o y•� C�' ciays, sandy ciays, silty ciays, �o
N �' = and lean clays
� � � CH
�
�
� � �� Organic silts and organic silty Qp
�, � clays of low plasticity x
•� � o
�� lnorganic silts, micaceous or � 30
� `� o �n
ro`� � MH diatomaceous fine sandy or � � r OH ar d MH
�� N� silty soils, elastic silts 20 .P
ii � ro '-
E v � CL
o -� m �� Inorganic ciays of high
; � �' plasticity, fat clays �a
� --`�'" �� 7
� � :� � >,� -.. �,; . ML a d OL
.� 'a
� o- Organic clays oi medium to �0 10 2D 30 40 50 60 70 80 90 100
� _-' �r) high plasticity, organic silts
�
Liquid l.imit
U
� ro,�' Peat and other highly organic Plasticity Chart
= o ° �t soiis
UNIFI�� �OIL �L�i��iFi�/�"1 It�i� �1'�i��i PLdTt r�.2
SOIL OR ROCK TYPES
m�
� ,a, GRAVEL LEAN CLAY LIMESTONE
� �
. � •
• � : SAND � • � SANDY _._. SHALE
• . •. •
.
_ .
SILT SI1.TY � _. SANpSTONE
CLAYEY N�GHLY CONG�OMERATE Shelby Auger SpUt Rock Cone No
PLASTIC CLAY Tu6e Spoon Core Pen Recovery
TERMS DESCRlBING CONSISTENCY, COND{710N, AND STRUCTURE OF SOIL
Fine Grained Soils tMo�e tr,a� �o% Passing No 200 Sieve)
Descriptive Item Penetrometer Reading, (ts�
Soft 0 0 to 1 0
Firm 1 0 to 1 5
Stiff 9.5 to 3 0
Very Stiff 3 Q to 4.5
Hard 4.5+
COai"S8 GPaIt1�CI SOIIS (More than 50% Retained on No 200 Sieve)
Penetration Resistance Descriptive item Re{ative Densi4y
(blows/foot)
0 to 4 Very Laose 0 to 20%
4 to 10 Loose 20 to 40%
10 to 30 Medium Dense 40 to 70%
30 to 50 Dense 70 to 90%
Over 50 Very Dense 9Q to 100%
Sail Structure
Calcareous Contains appreciable deposits of calcium carbonate; general(y nodular
Slickensided Having inclined planes of weakness that are slick and glossy in appearance
Laminated Composed of thin fayers of varying color or texture
Fissured Containing cracks, sometimes filled with fine sand or silt
Interbedded Composed of alternate layers of different soi! types, usually in approximately equal proportions
TERtViS iiESCi�IBi�]G i��iYSiC�1L PRi�PER�'iE , t�F R�OCK
Hardness and Degree of Cementation
Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stifF in soils
Soft Can be scratched with fingernail
Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail
hlard Difficult to scratch with knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cemenfing materials and iron oxide ar� common camenting materials.
Degree of Weathering
Urnr�eathered Rock in its natura! state before being exposed to atmospheric agents
Slightly Weathered Noted predominan#ly by color change with no disintegrated zones
Weathered Complete color change wiih zones ofi slightiy decomposecf rock
Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil
K�Y T9 �l�A��IFiGATION AND SYMBOLS PLATE A.3
Project No Boring No. Project Drainage Improvements - G(en Garden CMJ �Ncr1vEE�Ncnrc
117-11-145 B-� Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry during drilling; dry at completion
Completion Completion
Depth 20.a, Date 8-30-11
Surface Elevation Type
B-47, w/ CFA
�: o � o .
-Q O_ p� N C 11-
C p ' • O
I.1. N �n
o "� � ��i'��lii7l ti�$CPi�J�i01i � u- af0i rna o ;�' �•-' �•a � a"i y
� � ;� � � _ � _ U �a oU =�.�
U o 3�u' �> •3•— ��n= �aaxi '�c . 1' c�iE�
w C'1 0�U? m.?� sE � E m�a o o c� c a o
� � mai— n.cn JJ a:� a5 �c� �.� �C,)a
SILTY CLAY brown w/ abundant limestone 4.5+ 6
fragmonts, hard 4.5+ 44 17 27 9
�IMES70NE tan w/ clay seams hard to very hard
5 100l1 "
00/0.75'
10
-- SHALE, gray, �r�! limestone seams and layers hard
--- 100/1 "
15 — —
_ 00l1.75'
2 — _._�....�....�._.._....._.......��---------
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Project No eoring r�o. Pro�ect Drainage lmpravements - Glen Garden CM� ENGINEERING It�lC
997-11-145 �-2 Fort Worth, Texas
l.ocation Water Observations
See Plate A.1 Dry during driiling; dry at completion
Completion Completion
Depth �� a� Date g_30-11
Surface Elevation Type
8-47, w/ CFA
� �n o .
O N p
� '� fl. CA N C lL
� }p. }e, yy� �j �+/� p+ }pyp G O o LL N Vl
0 �� �1.`�Llilfl L��71i1'�`/0/1 0 o L`l. � G10 a o ,+��'' L1 C Z' 7 C N�
t/J �' � C dj 't7 U U x .�-� N �� � C�l �
U o 3� �> >= u,= inw �c .�, oE�
W CJ o�� m� o�.E roE �v oo c �oo
� � mn.� au� �� n.:�, a=�ca �'_� �c�a
SIL7Y CLAY, brown, w/ calcareaus nodules and 4.5+ 13
occasional limestone fragments, hard q,5+ 14
4.5+ 14
SHALY CLAY, brown, w/ calcareous nodules, hard 4.5+ 14 913 16a90
5 4.5+
SHALY CLAY gray w! sand lenses slickensided
hard 4,5+ 51 21 30 14 907
4.5+ 18 109 11210
� LIMESTONE tan, w/ shaly clay layers
15 ------------�_�._.._......._..._._...._
A.B+ 13
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� --
Project No aoring No. project Drainage Improvements - Gien Garden CMJ En'crri�cR�Nc rNc
117-11-145 B-3 Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry during driliing; dry at completion
Completion Completion
Depth 2a �� Date g_30-11
Surface Elevation Type
B-�7, w/ CFA
� o � o ,
� -p a pj N C u-
a �, � �a z° o �ti a�i y�
� � � �t�aiurn Desc�ipiior� � • �° v �= � `=
� �-a� �� a o = �'� ���
� ' in�� �� -a - U- U x � a� Q U o o_ ti
c� � �� �y 'a= v,= �m `�c --y ���
W d o a>u? m� rsE � E �a o o c,fl c o 0
� cr mn.l— n.cn �� a� a5 �U �� �Ua
CLAY, dark brown, w/ calcareous nodules and 4.5+ 11
limestone fragments hard 4.5+ 11
4.5+ 12
SHALY CLAY, reddish brown w/ calcareous 4.5+ 6A 25 39 13
nodules and deposits, hard 4,5+ 15
5
4.5+ 18
-w/ sand lenses and limestone fragments below 9' 4.5+ 29
10
-sfickensided below 13'
a.5t 62 24 3$ 19
9B
4.5+ 18 112 18530
2 --_..._._.---------------------
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Project No Boring tvo Project Drainage Improvemenis - Gfen Garden CMJ ENcm�EER�vc nvc
117-11-145 B-4 Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry during drilling; dry at completion
Compietion Completion
Depth 15,0' Date $„30-11
Surface Elevation Type
B-47, w! C�A
� � � � g .
w � � N � �
O o
� O
� � � �traturn Description , o �i c° rno � � � � -•: � � � � �
� o � o o c � ��v�
' <n2'LL. y qj -a . V U x .�w � �U o�'c
� � c v> > 'a '- i� =� N N � C . �j U � �
w CJ o mv? m.� �E �s E cva o o c� c o 0
� � ma.t- av� �_, a:., �5 �U �...� �Ua
ASPHALT, 3 inches thick
GRAVEL, 12 inches thick 4.5+ �g
S1LTY CLAY, brown, w! ironstones, hard 4.5+ 39 16 23 14
LIMESTONE tan w/ ciay seams hard to very hard
00/0.75'
5
10011.1"
1
LIMESTONE, tan and gray, w/ gray shale seams
very hard
100l0.5"
95 __......_._,_..T---------------
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.
Project tvo eoring No Project Drainage improvemenfs - Glen Garden C'� ��G1NscR�c ivc
917-11-145 f3-5 Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry during driliing; dry at completion
Completion Completion
Depth �� �� Date g_30-11
Surface Elevation Type
8-47, w/ CFA
�- a a�'i o •
M � C1 p� CV . C lL
� �� � �#rafiurn Description ° �° � � � �� � � �' = N `�
0 0 �-� �" � �� �U �� �'� ��'�
�n�ti ai :a - x � �c� a o�c
U
� 'rc u'�i> >= in" v�a� �'c . y c���
W Cl o N U! ccs .a� a� E �a � m a o o c� c o 0
� c� mat- n.in JJ a� a=�� �� �c�a
ASPHALT, 3.5 inches thick
GRAVEL, w/ tan sand, 12 inches thick A.5-� 50 18 32 18
CLAY ! SILTY CLAY dark brown, w/ ironstones 4.5+ 12
h ard A.S+ 10 127 14070
SILTY SHALY CLAY, light reddish brown, wl A.S+ 45 16 29 11
5 occasional fractured limestone seams and
abundant ironstone nodules hard
4.5+ 25
LIMESTONE, tan, w/ clay seams hard
1 Q0/1.5"
1
LIMESTONE, gray, very hard
100/Q.5"
15 ---� ._.� ._��._.w_ ................__.....___--
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Project No Boring No. Project Drainage Improvements - Glen Garden CIV�j ENciNscr�Nc iNc.
117-17-145 B-6 Fort Worth, Texas
Location Water Observations
See Plate A.9 Dry during dr�iliing; dry at cornpletion
Completion Completion
Depth �� Q� Date g_30-11
Surface Elevation Type
8-47, wl CFA
u- o a��i o �
� '� p, p� N G U-
� T E O.s o � S� u- � N Cn
c� `" � �`'�i"c�'�i.li'i'i i�E'.¢`.,Ci1�5'�ICI�i @ Z � � � •'` � •-� � � � ;
� � ��v,� �� ,v_�_ ��_ 'n � aCi oU � a.'a
U O 3 �u- �> >._ �;n.— %n axi � c ` c�i E�
u] Cl o mv? m� �'� �� �z� o o 'c� c o 0
(r � rA4F- �-tn JJ n.� n. c�U �� �U�.
StLTY GLAY, dark brown w/ gravel very stiff to 4.5+ 10
hard 4.0 18
SAtVDY CLAY, light reddish brown w/ ironstane 4.0 21 � 06 3740
nodules, very stiff to hard 4.5+ 49 20 29 21
5 4.5+ 2�
StiA�Y CLAY, light brown w/ ironstone nodules
very stiff to hard
-w/ calcareous nodules and deposits s[ickensided 3.5 22 102 2090
below 7'
4.5+ 41 19 22 19
1
4.5+ 20
15 -----------�_..__.._...------
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Project No Boring No. Project prainage Improvements - Glen Garden CMJ Evcm�EER�nrci�c
917-11-145 B�7 Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry during drilling; ciry at completion
Compietion Completion
Depth ,�5 �� Date g_30-11
Surface Elevation Type
B-47, wl CFA
LL � � '
� � N c �-
� � Q t37 . 0
0. A � � 'O Z � � u' � � fn
o�� St�atum �escription o o N� m' � a � o �_� o U =��
Wd 3�u' �> > u�- �a� �'c -ry c�iE�
� a ma��-' o'c�"n �� a� a� �ci �a �cio_
SILTY C�AY, brown, w/ calcareous nodules and 4.5+ 5
abundant limestone fragments, hard 4.5+ 34 16 18 8 98
4.5+ 8
LIM�STONE, tan, wl clay seams, hard to very hard
00/0.75'
5
-fractured above 8'
100/1.5"
1
LIMESTONE, gray, w/ shale seams, hard
100/2"
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�
Pro'ect No Borin {�)0. Pro BCt C� ENGINEERING I�C
7 s i Drainage lmprovements - Glen Garden
11T-11-145 B-S Fort Worth, Texas
Locafion Water Observations
See Plate A.1 Dry during driliing; dry at completion
Completion Completion
Depth � � �� Date g_30-11
Surface Elevatiort Type
8-47, wl CFA
� N O ,
.� � N C
r a zn . L-
E E `o.c o o aai _n�
o � � S�rafum Description o � � � m� o o � � � �� � � �
�n � LL =� a_ �_'U x= a� o U o o. C
U O 3� y> '3= �n= �na� Nc r�,� c�E�
w d o�U? m.� a'� cn E�-a a p c,q c o 0
� rr ma,f-- �cn JJ a� a��c� �� �c.�a
... ASPHA�T, 2 inches thick
GRAVEL, w/ sand, 10 inches thick 4.5�- 10
SANDY CLAY, reddish brown, w! ironsfone q.6+ 37 15 22 10
nodules hard q.g.� 13
Q.5+ 15
5
SFiALY CLAY, light brown and gray w! calcareous 4.5+ 95 33 62 22
deposits, hard
4.5+ 12 9 22 9220
� -w/ ftactured tan limestone seams below 10'
4.5+ 23
15 ------��....�---------�-----
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Project No Boring No. Project Drainage lmprovements - Glen Garden C�J E�c�Nxs�rrrc iNc
117-11-145 B-9 �ort wortn, Texas
Location Water Observations
See Plate A.1 Dry during drilling; dry at completion
Completion Completion
Depth ,� � �� Date g,;30-11
Surface Elevation Type
B-47, w/ CFA
u- o a`�i o •
� ^Q Q. L� N . C LL
� � O � � \ � Q U
Q �� ��i��`�Ali� �{i.71i1 ����oll o o L`yL. � QIo 0 o a7'+ N= L's`� �� t`�I
f/� � C � - U - U �� Q(� C Q'O
i.i � 'S � LL' � 7 �� t!1 = � N � C. uj U� 7
w Ci o�� m� a�� �sE �sv oa c,b coo
� a mat-� a.cn JJ a� a��c.� �� �c�a
ASPHALT, 2 inches thick
GRAVE�, w/ sand, 12 inches thick 4.5+ 9
SANDY CLAY, light reddish brown wl ironstone 4.5+ 10
nodules, hard 4.5+ 10
SANDY CLAY, reddish brown and gray, w/ 4��, 9
5 3ronstone nodules hard
4.5+ 9 117 18630
._..�
4.5+ 47 18 29 13
15 -----------------_..._..._...�_
4.5+ 10
L�G OF BORING NO. ��9 PLATE /�.� 2
Project No Boring No. Ptoject prainage improvements - Glen Garden CMJ ENGttvECRt�c iNC
117-'[1-145 �-'� � Fort Worth, Texas
Locafion Water Observations
Se� i'late A.1 Dry during dril(ing; dry at completion
Completion Compietian
Depth 20 �� Date $.30-11
Surface Elevation Type
8-47, w! CFA
u� � � ,
= A a ,, o� N = �-
o �� Sfra�urr� i�esct�iption o o u: � rno � � w �� � a � a`�i �`v,
� � ina�y � ai a�,- ��- � x � aGi CtU � Qa
U Q �jc v�i> �'''- 'n= 'nN �' c!'ui U� �
W i� Q N U! (6 .� CT C �� (6 'O O o �.p C O o
� � an n. f--' Cl u� .a J a_I o. _� U � J a Ci 4.
ASPHALT, 3 inches thick
GRAVEL, 6 inches thick A.5+ 6
CLAYEY SAND AND SANDY CLAY, reddish brown �2
and dark brown, w! calcareous nodules ironstone
nodules and abundant gravel, hard (FILL)
� SANDY CLAY, light reddish brown, w/ ironstone 4.5+ 47 18 29 16
nodules, hard
SMALY CLAY, light reddish brown and gray, w! iron 4.5+ 20
seams sfickensided, hard
4.5+ 61 24 37 19 103
1
4.5+ 17 114 16500
15
4.5+ 18
20 _..__---------__._.._--------
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J
Project No. Boring No. Project prainage Improvements - Glen Garden CMJ �Nc»ssrtwc iNc.
117-91-145 B-'� � Fort Worth, Texas
Locatian Water Observations
See P1ate A.1 Dry duri»g dr�itling; dry at completion
Completion Compietion
Depth 2� p� Date g_30-11
Surface �levation Type
B-4�i, w/ GFA
� o
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� � O .c � � Y3 � p'
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� o ti. � o" a o �� �' � �.�-.. a� n
` �'n��y ,�-� ai ;o . v_ � x � u� L�U o`o.0
U � 3� �> �= in� inu� Nc �y u��
w Ci Qw� m� o-E m� ca�o op c� coo
� � ma� acn �,� a_, a5 �c.) �.� �c�a
'� ''Q'' CONCRETE, 6 inches thick
SAND, tan, 3 inches thick 4.5+ 11
SHALY CLAY, reddish brown, w/ calcareous 4.5+ 16
nodules and ironsfone nodules, hard 4.5+ 55 24 31 14
4.5+ 1 A
� SHALY CLAY light brown and gray slickensided,
hard
4.5+ 14 110 12450
4.5+ 18
1
4.5+ 16
15
4.5+ 14
2 -----------------------
LOG OF BORING NO. B-'� i PLATE A.'! 4
FREE SWELL TEST RESULTS
Project: Drainage improvements - Glen Garden
Fort Worth, Texas
Project No,: 117-11-145
Fr�e swell tests perFormed at approximate overburden pressure
Lii�1� ENGTNEERI[�t�, It�tC.
�L�T� .�,.'� 5
GC-4.04 Underground Facilities
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH G/ENGARDEN
STANDARD CONS7'ItUC'I'ION SPECITICAT)ON DOCUMENTS OOd76
Revised luly 1, 2011
GC-4.06 Hazardous Environmental Condition at Site
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF PORT WORTH GLEN GARDEA�
STANDARD CONSTRUC"I'lON SPECIFICATION DOCUMENTS OOd76
Revised July I, 201 ]
GC-6.06.D Minority and Women Owned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WOR'I'H GLENGARDEiV
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OOd7G
Revised .Iuly 1, 2011
FORT �ORT%�
�� City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City'S MBE goa) on thls projeCt is �� % of the total bid (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
', 3. Good Faith Effort documentation, or;
' 4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered resaonsive to the saecifications. The Offeror shall deliver the MBE documentation` in
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, exclusive 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 participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no MBE participation: opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/VVBE Office at (817) 212-2674.
Rev. 5/30/ 12
ATTACHMENT1A
Page 1 of 4
FORT WORTH City of Fort Worth '
MBE Subcontractors/Suppliers Utilization Form
P ME COMPANY NAME: Check applicable block to describe prime
(�1. �(` � V1 ���I�f. L+ I � D �
PROJECT NAME: MNV/DBE NON-M//WDBE
�I�r�� �-d�n�l�li����,`I n�-4—� V VGi���j D" r ID DATE
ao �
City's MBE Project Goal: Prime's MBE Project Commitment: PR JECT NUMBER
1 D��0 1 D�% oo ��
Identify all 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 Offeror agrees to enter into a formal agreement with the MBE 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 disqualification and will result in the bid being
considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise 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 15t tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
I,
���
�I�
d
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
F�R'P W�R'PH ,r � ATTACHMENT 1A
-- '� ! — � �, r , r. ; Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additionai sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T n Detail Detail
Company Name i Subcontracting Supplies
Address e M w S M Work Purchased Dollar Amount
Telephone/Fax r B B B B
E E E E
��u �D ���-,
}�ci,`"`"� �yl,�C�•�p
D'S TRUCI<ING, LLC � ❑ �u ��� ��
001 Brentwood Stair Road #290
ort Worth, Texas 761 12
dre�v81 @yahoo.com
. t'�GY•Q-4 2.�
r'—e-� � ���� l���,0�
COWTO�YN REDI-A4Ia � /
►�o BoX ��2sz� I � M � �
Fort Worth, 'I'exas 76161
��s»>�s9-���� f�sl���s9-i��6
glue Bonnet waste Controt, Inc. �� �� �
PO Box 223845 � 1 I.e�-- �� h��.
Dallas, Texas 75222 � V
Ph (214) 748-5221 � ❑ n Q��� 1
Fax (214) 748-6886 ��
SUN COAST RESOURCES INC. f u l/ I ��D/ oOo OD
Teri Bateman
PO Box 972321 � j� ❑
Dallas, Texas 75397 u
v (800)6'77-3835 x655
� S �c'�� D 3 C�`��
� � �
n'1,? PIPELINE INSPECTION, INC. �
1'O Qox 851 � ❑ ❑ ❑ � �
GranburY, T\ 76048-0851 � � e
Melody Bende�vald (�17) 946_1 126 ��
��Qe����, ����,OD
�� �.�� `n C� � ►
HD SUPPLY �YATGR�VORICS, Ltd. ❑ ❑ C ,
PO Box 840700 I \ I ��
Dallas, Texas 75284 �Ua, �
(817)595-0580
Rev. 5/30/12
��RT'WQR'I'H
nJ f E„ ;�,} �,,� � �i E- Y ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T n Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax r B B B B
E E E E
RINICER AqATG �, � � � �)� � � �
RIALS � G�� �����
PO Box 730197 �1 � � �.5 � `��
Dallas, Texas 75373 _p��� � ❑ ❑ ❑ °
(S 17) 491-4321 �a 1 1' e�
V
❑ ❑ ❑
❑ �
� ❑
� �
� ❑
Rev. 5/30/12
FORT WORTH
� -�.
ATTACHMENT1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers $ � I 2 n D� D�
J /
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ �
�1 � � � (�D , o
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ I I�� �� ,��
� l J
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 through the submittal of a Request for Approval o
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
�
iJ
o ' ed Sign ure
��c� � d��e�n �--
Title
�'���P � ��l �-��(Lt (�� i �6l � %i� L!"
Company Name
� �` i� � 5 `�' �l g
Address
T v )"'GY I � l.0 ( �
City/State/Zip
� � �`� `� �.{� � YI.Cf,`�� �
Printed Signat re
��,�
tact Nam Title (if different) �� /
��� �f�
�1�-53�-17�3 �1���y-�551iZ,
Telephone and/or Fax
, � � `( ( �l @� ���:s� r • L��
- ail Address
�� 1`� 0��
Date
Rev. 5/30/12
Ft��TWoRTH
� »�",�""
City of Fort Worth
Prime Contractor Waiver Form
ATTACHMENT18
Page 1 of 1
PRIME COMPANY NAME: Check applicable block to describe prime
PROJECT NAME: M/W/DBE NON-M//WDBE
BID DATE
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
% %
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith 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 1 C. This form is only applicable if �th answers are yes.
Failure to complete this form in its entirety and be received by;the Manaqinq bepartment on or before
5:00 p.m., five (5)' Citv business days after bid openinq, 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 size and scope of this NO
project, 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 information
regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore
and any proposed changes to the original MBE(s) 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 by the MBEs on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local
laws concerning false statements. Any failure to comply with this ordinance creates a material breach of 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.
Authorized Signature
Title
Company Name
Address
CitylState/Zip
Printed Signature
Contact Name (if different)
Phone Number Fax Number
Email Address
Date
Rev. 5/30/12
Joint Venture
Page 1 of 3
FC? �.T WO �.T H
_._. ��,,,,.�.._..._._
Name of City project:
1. Joint venture information:
CITY OF FORT WORTH
MBE Joint Venture Eligibility Form
Al! questioi:s nu�st Ge nnsivered; iise "N/A" if �rof applicnble.
A joint venture form must be completed on each project
RFP/Bid/Purchasing Number:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Piease attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
joint venture
MBE firm Non-MBE fi►•m
name• name•
Business Address: Business Address
City, State, 7_ip: City, State, Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular Cellular
Certification Status: E-mail address
Name of Certifying Agency:
2. Sco e of worle erformed b the Joint Venture:
Describe the sco e of worlc of the MBE: Describe the sco e of worlc of the non-MBE:
Rev. 5/30/12
Joint Venture
Page 2 of 3
3. What is the percentage of MB� participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not complele if this iraformation is described i�a join� ventu�•e ngreement)
Profit and loss sharing:
Capital contributions, including
equipment:
Other applicable ownership interests:
6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
c. Hiring and Firing of management
peisonnel
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the MBE percentage applied toward the goal for the project listed on this form.
NOT�:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and
may result in debarment in accord with the procedures outlined in the City's BDE Ordinance.
Rev. 5/30/12
Joint Venture
Paae 3 of 3
AFFIDAVIT
The ��ndersigned affir•�ns that the foregoi��g 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 deemed necessaiy to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
Tl�e undersigued agree to permit audits, i��terviews witl� owners and examination of tl�e bool<s, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
�� ��� provisioii shall result in tl�e termination of any contract, which may be awarded under the provisions of this joi»t
venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances conceriling false
__statements or willful_misrepresentation of facts.____________ _
Name of MBE firm � Name of non-MBE firm
Printed Name of Owner
Signature of Owner
Printed Name of O�vner
Signature of Owner
Title
Date
State of
On this
Printed Name of Owner
Signature of Owner
Printed Name of O�vner
Signature of Owner
Title
Date
Notarization
Cowity of
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 fi•ee act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission EYpires
(senJ)
Rev. 5/30/12
ATTACHMENT 1C
Page 1 of 3
FtjRT �VOR7'H City of Fort Worth
MBE Good Faith Effort Form
PRIME COMPANY NAME: Check appiicable block to describe prime
PROJECT NAME: M/W/DBE NON-M/NVDBE
BID DATE
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
% %
If #the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and it being submitted to 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 MBE or non-MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Rev. 5/30/12
ATTACHMENT 1C
Page 2 of 3
2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors
and/or suppliers from the City's M/WBE Office or the City's website.
Yes Date of Listing
No
3.) Did you solicit bids from MBE 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?
❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
�No
4.) Did you solicit bids from MBE 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?
Y2S (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.)
No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
�_Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation"
documentation may render the GFE non-responsive.)
�_ No
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
_�Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the
GFE non- responsive.)
�_No
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
_�Yes
_QNo
8.) Did you provide tMe information regarding the location of plans and specifications in order to assist
the MBEs?
�_Yes
�_No
Rev. 5/30/12
ATTACHMENT 1C
Page 3 of 3
9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
Y@S (If yes, attach all copies of quotations.)
No
10.) Was the contact information on any of the listings not valid?
_�Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections
needed.)
�_No
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any
relevant documentation by City personnel.
P/ease use additional sheets, if necessa , and attach.
Com an Name Tele hone Contact Person Sco e of Work Reason for Re'ection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror 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 Offeror 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 shall create a material breach of
Rev. 5/30/12
ATTACHMENT 1C
Page 4 of 3
contract and may result in a determination of an irresponsible offeror and debarment
from participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the MBE(s) listed was/were
contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
Authorized Signature
Title
Company Name
Address
City/State/Zip
Printed Signature
Contact Name and Title (if different)
Phone Number
Fax Number
Email Address
Date
Rev. 5/30/12
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF �ORT WORTH GLENGA2DEA�
S'I'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DOd76
Rcvised July 1, 201 I
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION DESCRIPTION
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Asphalt Raker
Broom or Sweeper Operator
Concrete Finisher, Paving and Structures
Concrete Pavement Finishing Machine Operator
Concrete Saw Operator
Crane Operator, Hydraulic 80 tons or less
Crane Operator, Lattice Boom 80 Tons or less
Crane Operator, Lattice Boom Over 80 Tons
Crawler Tractor Operator
Electrician
Excavator Operator, 50,000 pounds or less
Excavator Operator, Over 50,000 pounds
Flagger
Form Builder/Setter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Dril) Operator, Truck Mounted
Front End Loader Operator, 3 CY or Less
Front End Loader Operator, Over 3 CY
Laborer, Common
Laborer, Utility
Loader/Backhoe Operator
Mechanic
Milling Machine Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Off Road Hauler
Pavement Marking Machine Operator
Pipelayer
Reclaimer/Pulverizer Operator
Reinforcing Steel Worker
Roller Operator, Asphalt
Roller Operator, Other
Scraper Operator
Servicer
Small Slipform Machine Operator
Spreader Box Operator
Truck Driver Lowboy-Float
Truck Driver Transit-Mix
Truck Driver, Single Axle
Truck Driver, Single or Tandem Axle Dump Truck
Truck Driver, Tandem Axle Tractor with Semi Trailer
Welder
Work Zone Barricade Servicer
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
15.32
13.99
12.69
11.74
14.12
16.05
14.48
18.12
17.27
20.52
14.07
19.80
17.19
16.99
10.06
13.84
13.16
17.99
21.07
13.69
14.72
10.72
1232
15.18
17.68
14.32
17.19
16.02
12.25
13.63
13.24
11.01
16.18
13.08
11.51
12.96
14.58
15.96
14.73
16.24
14.14
12.31
12.62
12.86
14.84
11.68
The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of Labor and current as of September 2013. The titles and descriptions for the
classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway,
Heavy, Utilities, and Industrial Construction in Texas.
Page 1 of 1
GC-6.09 Permits and Utilities
THIS PAGE LEFT INTENTIONALLY BLANK
C1TY OF FORT WORTH GLEN Gf12DEN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00476
Revised.luly 1,20ll
GC-6.24 Nondiscrimination
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF PORT WORTH GLEN GA2DEN
STANDARD CONS1'RUC'I'lON SPECIFICATION DOCUMENTS OOd76
Reviscd July I, 2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OP FORT WORTH GLEN GAIZDEA�
STANDARD CONS'I'ItUC'CION SPECIFICATION DOCUMENTS OOd76
Revised July 1, 201 I