HomeMy WebLinkAboutContract 56098-PM1CONTRACT
FOR
THE CONSTRUCTION OF
Ventana Phase 5B
Grading, Paving, Water, Sanitary Sewer, Drainage & Street Light
Improvements
City Project No. 103201
W-File Number: W-2765
X-File Number: X-26873
FID No. 30114-0200431-103201-E07685
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
August 2021
6060 North Central Expressway
Suit 400 Dallas, Texas75206
FRN-F-1386
CSC No. 56098-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi-Duct Conduit 02/26/2016
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised March 20, 2020
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016
33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 Hand Tunneling 12/20/2012
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 05 26 Utility Markers/Locators 12/20/2012
33 05 30 Location of Existing Utilities 12/20/2012
33 11 05 Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012
33 11 14 Buried Steel Pipe and Fittings 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised March 20, 2020
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
33 12 60 Standard Blow-off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
34 41 10.03 Attachment C – Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single-Mode Fiber Optic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised March 20, 2020
Appendix
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
END OF SECTION
00 42 43
DAP - BID PROPOSAL
Page 1 of 6
3311.0001 Ductile Iron Water Fittings w/ Res 33 11 11 TON 1.41 $5,000.00 $7,050.00
3311.0241 8" Water Pipe 33 11 10, 33 11 12 LF 2242 $36.00 $80,712.00
3312.0001 Fire Hydrant 33 12 40 EA 5 $4,250.00 $21,250.00
3312.0117 Connection to Existing 4"-12" Water Main (Phase 4 -
Enchanted Rock Way)33 12 25 EA 1
$1,000.00 $1,000.00
3312.0117 Connection to Existing 4"-12" Water Main (Phase 5A -
Turner May Drive)33 12 25 EA 1
$1,000.00 $1,000.00
3312.2003 1" Water Service 33 12 10 EA 55 $950.00 $52,250.00
3312.2003 8" Gate Valve 33 12 20 EA 5 $1,300.00 $6,500.00
9999.0001 4" Irrigation Sleeve 00 00 00 LF 60 $20.00 $1,200.00
9999.0002 3/4" Irrigation Meter 00 00 00 EA 1 $1,200.00 $1,200.00
9999.0003 1" Irrigation Meter 00 00 00 EA 1 $1,500.00 $1,500.00
$173,662.00
Bid Quantity
UNIT I: WATER IMPROVEMENTS
TOTAL UNIT I: WATER IMPROVEMENTS
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Ventana Phase 5B
Specification Section No.Unit of
MeasureBidlist Item No. Description
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_Ventana Phase 5B.xlsx
00 42 43
DAP - BID PROPOSAL
Page 2 of 6
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Ventana Phase 5B
Specification Section No.Unit of
MeasureBidlist Item No. Description
3301.0002 Post-CCTV Inspection 33 01 31 LF 1900 $3.00 $5,700.00
3301.0101 Manhole Vacuum Testing 33 01 30 EA 9 $150.00 $1,350.00
3305.0109 Trench Safety 33 05 10 LF 1900 $2.00 $3,800.00
3331.3101 4" Sewer Service 33 31 50 EA 55 $650.00 $35,750.00
3331.4115 8" Sewer Pipe - SDR 26 33 11 10, 33 31 12 LF 1880 $46.00 $86,480.00
3331.4116 8" Sewer Pipe - SDR 26, CSS Backfill 33 11 10, 33 31 12 LF 20 $56.00 $1,120.00
3339.1001 4' Manhole 33 39 10, 33 39 20 EA 9 $4,000.00 $36,000.00
3339.1003 Extra Manhole Depth 33 39 10, 33 39 20 VF 35.3 $175.00 $6,177.50
3339.0001 Interior Corrosion Protection 33 39 60 VF 56.46 $385.00 $21,737.10
9999.0005 Connect to Existing 4' Sewer Manhole (Phase 4 -
Enchanted Rock Way)00 00 00 EA 1 $4,500.00 $4,500.00
9999.0006 Connect to Existing 8" Sewer Main (Phase 5A - Turner
May Drive)00 00 00 EA 1 $1,200.00 $1,200.00
UNIT II: SANITARY SEWER IMPROVEMENTS
$203,814.60TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_Ventana Phase 5B.xlsx
00 42 43
DAP - BID PROPOSAL
Page 3 of 6
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Ventana Phase 5B
Specification Section No.Unit of
MeasureBidlist Item No. Description
3137.0102 Large Stone Type "A" Dry Rip Rap (12" Deep) 31 37 00 SY 18 $95.00 $1,710.00
3305.0109 Trench Safety 33 05 10 LF 86 $2.00 $172.00
3341.0201 21" RCP, Class III 33 41 10 LF 86 $60.00 $5,160.00
3349.5003 20' Curb Inlet 33 49 20 EA 1 $5,400.00 $5,400.00
9999.0007 TxDOT Type PW-1 Concrete Wingwall 00 00 00 EA 1 $3,000.00 $3,000.00
9999.0008 Inlet Protection 00 00 00 EA 1 $150.00 $150.00
$15,592.00TOTAL UNIT III: DRAINAGE IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_Ventana Phase 5B.xlsx
00 42 43
DAP - BID PROPOSAL
Page 4 of 6
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Ventana Phase 5B
Specification Section No.Unit of
MeasureBidlist Item No. Description
3211.0400 Hydrated Lime (32.5 lbs/sy for Residential & 43 lbs/sy for
Ventana Pkwy)32 11 29 TON 197.4254 $180.00 $35,536.57
3211.0501 6" Lime Treatment 32 11 29 SY 7,225.16 $3.50 $25,288.06
3211.0502 8" Lime Treatment (Ventana Parkway) 32 11 29 SY 3,721.70 $4.00 $14,886.80
3213.0101 6" Conc Pvmt 32 13 13 SY 6,765.55 $37.00 $250,325.35
3213.0103 7.5" Conc Pvmt (Ventana Parkway) 32 13 13 SY 3,524.96 $46.00 $162,148.16
3213.0301 4" Conc Sidewalk (Developer) 32 13 20 SF 10,278.39 $3.25 $33,404.77
3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 4 $1,300.00 $5,200.00
3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 2 $1,200.00 $2,400.00
3291.0100 Topsoil 32 91 19 CY 187 $24.00 $4,488.00
3292.0100 Block Sod Placement 32 92 13 SY 1,124 $6.00 $6,744.00
9999.0009 Construct Type III Barricade 00 00 00 EA 1 $600.00 $600.00
9999.0010 Construct Std. Pvmt Header 00 00 00 LF 37 $20.00 $740.00
9999.0011 Remove Barricade and Connect to Existing Pavement 00 00 00 EA 3 $500.00 $1,500.00
9999.0012 Stop Signs 00 00 00 EA 3 $650.00 $1,950.00
9999.0013 Street Name Blade Pair 00 00 00 EA 3 $250.00 $750.00
9999.0014 Street Sign Pole 00 00 00 EA 3 $300.00 $900.00
UNIT IV: PAVING IMPROVEMENTS
TOTAL UNIT IV: PAVING IMPROVEMENTS $546,861.71
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_Ventana Phase 5B.xlsx
00 42 43
DAP - BID PROPOSAL
Page 5 of 6
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Ventana Phase 5B
Specification Section No.Unit of
MeasureBidlist Item No. Description
2605.3015 2" CONDT PVC SCH 80 (T)26 05 33 LF 705 $12.00 $8,460.00
3441.1409 #8 XHHW 34 41 10 LF 705 $3.00 $2,115.00
3441.1757 Type 11 Pole with 33B Arm 34 41 20 EA 14 $3,000.00 $42,000.00
3441.3050 Residential 50 watt ATBO Cobra Head 34 41 20 EA 14 $650.00 $9,100.00
3441.3301 Type 1 Foundation 34 41 20 EA 14 $1,200.00 $16,800.00
UNIT V: STREET LIGHTING IMPROVEMENTS
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $78,475.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_Ventana Phase 5B.xlsx
00 42 43
DAP • BID PROPOSAL
Pago 6 of 6
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Ventana Phase 58
UNIT PRICE BID
Bidder's Appiication
Project ltem Information Hidders Proposal
Aidlist Item No. Description Specification Section Ko. ��^�t oF B�d Unit Prico Bid Value
Measure Quentity
Bid
UNIT Il: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMEIVTS
Thi� Bid is submitted by the entity named below:
BIDDER:���C`/' ��S�C, 1 QYl 1��� 1—. BY: r
53a� w i c,hi �a S't.
'�"r�1/�I- WOI/�th , TX -1 to 11 q r,r,.E: si ent
DA7'E: �f/f /2,pZ I
Contraetor agrea to complete WORK for FI�AL ACCEPTANCE within
CONTRACf wmmences ta run es provided in the Ceneral Conditions.
END OF SECTIO?I
crcv o� FORr woerH
S 1'ANUARD CONSTRUCTION SPECIflCATfUN IXX'U.MEMfS - UEVELOPER AWARDL•D PAO1C•CTS
Fam Vasion Mq� 22, 2019
120 worWng days after the date when the
Bid Ptoposal Vrntana Phasc SB Conmaet
0045 12
DAP PREQUALIFlCATION STATCMENT
Page 1 of 1
SECTION 00 4512
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
T�pe„ box provide the. complete ma�or work rype and actual descn�' tion as provided by the Water
De�artment for water and sewer and TPW for pavinQ
Major Work Type
Water Distribution System — New
Construction, All Sizes
Sewer Collection System — New
Construction, All Sizes
Concrete Paving Construction —
Unlimited Area
Roadway & Pedestrian Lighting
Contractor/Subcontractor Company Name
Conatser Construction TX, LP
Conatser Construction TX, LP
Conatser Construction TX, LP
Conatser Construction TX, LP
Prequalif cation
Expiration Date
10/31 /2021
10/31 /2021
l / 3/ z�23
I / � / WLZ
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently preyualified for the work types listed.
BIDDER:
BY: �C,k-1"tl�C� In S
Conatser Construction TX, LP
5327 Wichita St
Fort Worth, TX 76119
cm oF FoaT worrni
STANDARD CONSiRUCTION FREQUALIFICATION STATEMENT - DEVELOPER AWARDED PROJECTS
.
TITLE: �side�,1-
DATE: ?�I/?yZ)
END OF SECTION
004512_Prequali�wtion Statement 2015 DAP.doa
Form Yersbn September 1, 2015
004526-1
CONTRACTOR COMPLL4NCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
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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. 102239. 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:
Conatser Construction TX. LP
Company
5327 Wichita St
Address
Fort Worth. TX 76119
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
r Ci[aiY� , known to me to be the person whose name is
s b ribed to the fo�'e ing instrument, and acknowledged to me that he/she executed the same as
the act and deed of ��� � for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this � day of
Ju 1� . 20�.
SPaY_ove KAMRA HOERIU
°' `n No PubGc, State of Texes
.� y,���� �Y
` 3 y (,+pmlp• gxpires 08/13/2023
�f,rE OF t�'+P Notary lD 1 3 21 3 162-8
Notary Public in and for the Sta o exas
END OF SECTION
By: . P��-��„� r�S
(Please Print)
.
Signature:
Title: �� SI C�ei1'�"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAI'ION DOCUMENTS
Revised April 2, 2014
005243-1
Developer Awarded Project Agreement
Page l of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on ����ZpZ I is made by and between the Developer,
4 PMB Ventana Developer, LLC, authorized to do business in Texas ("Developer") , and Conatser
5 Construction TX, LP, authorized to do business in Texas, acting by and through its duly
6 authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Praject identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Ventar�a ase SB
16 CPN 1032(!1
17 Article 3. COIVTRACT TIME
l8 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Fina1 Acceptance as stated in the Contract
20 Documents aze of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 120 working days after the date
23 when the Contract Time commences to run as provided in Pazagraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suf%r fu�ancial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer One Thousand Dollars ($10• QO•00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CI'CY OF FORT WORTH l�emmra Pha.ce SB
STANDARD CONSTRUCTION SPECIFICA'170N UOCUMENTS — DtiVELOPER AWARDED PRO]ECTS CPN 103701
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised June 16, 2016
Article 4. CONTRACT PRICE 37
Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38
Documents an amount in current funds of One Million, Eighteen Thousand, Four Hundred Five 39
Dollars and Thirty-One Cents ($1,018,405.31). 40
Article 5. CONTRACT DOCUMENTS 41
5.1 CONTENTS: 42
A. The Contract Documents which comprise the entire agreement between Developer and 43
Contractor concerning the Work consist of the following: 44
1. This Agreement. 45
2. Attachments to this Agreement: 46
a. Bid Form (As provided by Developer) 47
1) Proposal Form (DAP Version) 48
2) Prequalification Statement 49
3) State and Federal documents (project specific) 50
b. Insurance ACORD Form(s) 51
c. Payment Bond (DAP Version) 52
d. Performance Bond (DAP Version) 53
e. Maintenance Bond (DAP Version) 54
f. Power of Attorney for the Bonds 55
g. Worker’s Compensation Affidavit 56
h. MBE and/or SBE Commitment Form (If required) 57
3. Standard City General Conditions of the Construction Contract for Developer 58
Awarded Projects. 59
4. Supplementary Conditions. 60
5. Specifications specifically made a part of the Contract Documents by attachment 61
or, if not attached, as incorporated by reference and described in the Table of 62
Contents of the Project’s Contract Documents. 63
6. Drawings. 64
7. Addenda. 65
8. Documentation submitted by Contractor prior to Notice of Award. 66
9. The following which may be delivered or issued after the Effective Date of the 67
Agreement and, if issued, become an incorporated part of the Contract Documents: 68
a. Notice to Proceed. 69
b. Field Orders. 70
c. Change Orders. 71
d. Letter of Final Acceptance. 72
73
74
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH Ventana Phase 5B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103201
Revised June 16, 2016
Article 6. INDEMNIFICATION 75
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76
expense, the city, its officers, servants and employees, from and against any and all 77
claims arising out of, or alleged to arise out of, the work and services to be performed 78
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79
under this contract. This indemnification provision is specifically intended to operate 80
and be effective even if it is alleged or proven that all or some of the damages being 81
sought were caused, in whole or in part, by any act, omission or negligence of the city. 82
This indemnity provision is intended to include, without limitation, indemnity for 83
costs, expenses and legal fees incurred by the city in defending against such claims and 84
causes of actions. 85
86
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87
the city, its officers, servants and employees, from and against any and all loss, damage 88
or destruction of property of the city, arising out of, or alleged to arise out of, the work 89
and services to be performed by the contractor, its officers, agents, employees, 90
subcontractors, licensees or invitees under this contract. This indemnification 91
provision is specifically intended to operate and be effective even if it is alleged or 92
proven that all or some of the damages being sought were caused, in whole or in part, 93
by any act, omission or negligence of the city. 94
95
Article 7. MISCELLANEOUS 96
7.1 Terms. 97
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98
the Construction Contract for Developer Awarded Projects. 99
7.2 Assignment of Contract. 100
This Agreement, including all of the Contract Documents may not be assigned by the 101
Contractor without the advanced express written consent of the Developer. 102
7.3 Successors and Assigns. 103
Developer and Contractor each binds itself, its partners, successors, assigns and legal 104
representatives to the other party hereto, in respect to all covenants, agreements and 105
obligations contained in the Contract Documents. 106
7.4 Severability. 107
Any provision or part of the Contract Documents held to be unconstitutional, void or 108
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109
remaining provisions shall continue to be valid and binding upon DEVELOPER and 110
CONTRACTOR. 111
7.5 Governing Law and Venue. 112
This Agreement, including all of the Contract Documents is performable in the State of 113
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114
Northern District of Texas, Fort Worth Division. 115
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
I16
l i? 7.6 Authority to Sign.
118 Contractor shali attach evidence of authority to sign Agreement, if other than duty
119 authorized signatory of the Contractor.
12U
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
125
Contractor: Developer:
�7nCi�' �.t' CI�S�{�tM C�i�hTX ��
B � ` Bv: L, l��'" � � �
}�: -_
(Si re) (Signature)
�.� uc,c�i�c �Pe.��r P i nc �
{Printed Name)
Title: ��t(��(�'("
Company Name:
Conatser Construction TX, LP
{Printed Name)
Title:
Company name: PMB Ventana Developer, LLC
Address: 5327 Wichita St
CityiState/Zip: Fort Worth, TX 76119
`� -- I - � 1
Date
126
Address: 4001 Maple Avenue, Suite 600
CityJState/Zip: Dallas, TX 75219
� � � �d��a-(
Date
CTTY OF FORT WORTH i'r�rrFuna Phuse SE
STANDARD CONSTRUCTION SPECIFICATION DOCUMfiNTS —DEVELOPER AWARDED PRO7ECTS CPN 103241
Revised Jut�c 16, 2016
00 62 13 - 1
PERFORMANCE BOND
Page I of 2
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 l3
PERFORMANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, Conatser Construction TX, LP, known as "Principal" herein and Berkley
Insurance Company, a corporate surety (sureties, if more than one) duly authorized to do business
in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound
unto the Developer, PMB Ventana Developer, LLC, authorized to do business in Texas
("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
sum of, One Million, Ei�;hteen Thousand. Four Hundred Five Do(lars and Thirty-One Cents
($1,018,405.31 �, lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas for the payment of which sum well and truly to be made jointly unto the Developer and the
City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
CFA Number CFA21-0061; and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the ( day of SuLY , 20 �, which Contract is hereby referred to and made a
part hereof for all purposes as if fully set forth herein, to furnish ail materials, equipment labor
and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as Ventana Phase SB.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and
faithfully perform the Work, including Change Orders, under the Contract, according to the p(ans,
specifications, and contract documents therein referred to, and as well during any period of
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Ventana Phasc SB
CPN 103201
006213-2
PERFORMANCE BUNU
Pagc 2 af 2
I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shail lie in
z Tarrant County, Texas or the United States District Court for the Northem District of Texas� Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Teaas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
IN WITNESS WNEREOF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the � day of
��LY , 20 zl .
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ATTEST:
.
(Principal) Secretary�
Witness as to Principal
��� ���
�tness as to Surety
PRINCJPAL:
i onatser Construction TX, LP
BY:
Signature
Bro¢k i�uggins; President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76l 19
SURE7Y:
�Berkle Insurance Company
BY:���.t � �t o3c�sc�
Signature
Robbi Morales. Attome�-in-fact
Name and Title ~
Address: 5005 LBJ Freewa� , Suite 1500
Dallas, TX 75244
Telephone Number. 2l4/989-0000
'�Nore: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both mast be provided.
The date of the bond shall not be prior to the date the Gontract is awarded.
C17'Y OF FC)RT V1'pRTH
STANDARD CITY CUNDITIONS — DF.VEI.OPER AWARDBD PRO)ECTS
Re�•�ud January 3t, 2U12
$ond No. 0238867
OU6: i4-1
PAYMEN7' BOND
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTIOI�f 00 61 14
PAYMENT 80ND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we. Conatser Construction TX, LP, known as '`Principal" herein, and Berkley
Insurance Company, a corporate surety ( or sureties if more than one), duly authorized to do
business in the State of Texas, known as "Surety" herein (whether one or more), are held and firm{y
bound unto the Developer, PMB Ventana Developer. LLC, authorized to do business in Texas
"(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
sum of One Milli[�n,.Ei tti.gteen Thousand. Four. Hundred Five Dollars and Thi�t►-Qne Cents
tS1.018.405.31), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas, for the payment of �vhich sum �vell and truly be made jointly unto the Developer and the
City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents:
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth, by and through a Community Facilities Agreement,
19 CFA Number CFA21-0061; and
20 WHEREAS� Principal has entered into a certain written Contract with Developer, awarded
21 the � day of S � Ly , 20 21 , which Contract is hereby referred to
22 and made a part hereof for all purposes as if fully set forth herein, to fumish atl materials,
23 equipment, labor and other accessories as defined by law, in the prosecution of the Work as
24 provided for in said Contract and des+gnated as Ventana Phase SB.
25 NOW, THEREFORE, THE CONDITION OF TH1S OBLIGATION is such that if
26 Principal shali pay al) monies owing to any (and all) payment bond benefciary (as defined in
2� Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
28 the Contract, then this obligation shatl be and become nu11 and void; otherwise to remain in full
2e force and effect.
30
31
32
This bond is made and executed in compiiance with the provisions of Chapter 2253 of the
Texas Govemment Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
CITI' OF FURT VI"ORTtI
STANAARn CITY CONDITIONS — DEVF.t.UPER AWARDED PR(IJF:CfS
Rer•ised January 31. 2012
01l 62 14 - 2
PAVMENT BONI)
Page 2 of 2
i IN WITNESS WHEREOF, the Principal and Surety have each SJGNED and SEALED
2 this instrument by duly authurized agents and officers on this the 1 day of
3 - �uL'Y - - � 20 �I
4
PRINCIPAL:
Conatser Constrvction TX, LP
AT'TEST: BY: '
Signature
�
(Principal) Secreta�. — � _.� - -
. �'� - --- -
Witness as to Principal
Brock Huggins, President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76119 �
SURETY:
Berkle� insurance Company
AT'TEST: gy; ��� 7,,� �� ��
Signature
� �a��_'i�'� �_ � .�.� - - - -
(Surety) Secretary
Robbi MoralesrAttorne�-in-fact
Name and Title
W' ness as to Surety J�
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Address: 5005 LBJ Freewa�, Suite 1500
Dapas, TX 75244
Telephone Number: 214/989-0000
Note: lfsigned by an oi�icerofthe Surety, there must be on file a certified extract from the bylaws
sho�ving that this person has auihority to sign such obligation. If Surety's physical address is
different from its mailing address, boih must be provided.
The date of the bond shalt not be prior io the date the Contract is awarded.
LI'.
END UF SECTION
CITY UF FURT V1'ORTH
STANDARU CITY CONUlTIUNS - Ut:VELUPER AWANUh'U PROIE( fS
Renscd lanuary 31 2U12
Bond No. 0238867
oun�iy_�
�1AW71:NANC}� BUN[)
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SECTION 00 61 l4
MAINTENANCE BOND
THE STATE OF TEXA5 §
§ KN4W ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That ��e, Conatser Construction TX, LP, kno�vn as "Principal" herein and Berkley
Irisurance Compan��, a corporate surety (sureties, if n�ore tha�� one) duly authorized to do business
in the State of Texas, kno�vn as "Surety" herein (whether one or more), are held and firmly bound
unto the Developer, PMB Ventana Developer, LLC, authorized to do business in Texas
11 (`'Developer") and the City of Fort Worth, a Texas municipal corp�ration (`'City"), in the sum of
�2 One Million. Ei�hteen Thousand_ Four Hundred Five Dollars and.Thirts-0ne Cents
13 ($1,018,405.311, la���f'ul money of the United States, to be paid in Fort Worth, Tarrant County.
14 Texas. for payment of +vhich sum well and truly be made jointly unto the Developer and the City
IS as dual obligees and their successors, we bind aurselves, our heirs, executors, administrators,
16 successors and assi�ns, jointly and severally, finnl�� by these presents.
l7
18 WHEREAS, Developer and Ciq have entered into an Agreement for the construction of
19 community facilities in the City of Fort V�'orth by and through a Community Facilities Agreement,
20 CFA Number CFA21-0061; and
21 WHEREAS, the Principal has entered into a certain written contract �vith the De�•eloper
22 a�1•arded the i day of _ �✓��{ . 20 Z�, which Contract is
23 hereby referred to and a made part hcreof for all purposes as if fully set forth herein. to furnish all
24 materials. equipment labor and other accessaries as defined by law, in the prusecution of the
25 Work. inetuding any Work resulting from a duly authorized Ghange Order (collectively herein,
26 the `•Work") as provided for in said Contract and designated a.s Ventana Phase 5B; and
27
28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
29 accordanee with the plans. specifications and Contract Uocuments that the Work is and wiH
30 remain free from defects in materials or �vorkmanship fac and during the period oi tv►o (2) years
31 after the date of Final Acceptance of the Work by the City ("Maintenance Period''); and
32
CI'fY Uf �UR7' N'URTH Ventunu Phax Sp
S7 ANUARD Clll" l'OhUI l IUNJ — Ut:Vf:LI)PLR A11'ARU1:U PRO1h(' f S CPN IU32U1
Re� iscd lanuan• 31. 2U12
Ou62 19-2
MAt\'1'}�NANC1= AOND
Pagc : ot' 3
I WHEREAS. Principal binds itself to repair or recnnstruct the Work in �vl�ole or in part
2 upon receiving natice frnm the Developer and/or Citti• �,f ttie need therec�f at am� time within the
3 Maintenance Period.
4
5 NOW THEREFORE. �he condition of this obligation is such that if Principal shall
6 remed�• an�� defective Work, for �vhich timel�• notice �•as provided b}� Developer or City, to a
7 completion satisfactury to tlie Cit�•, then this ubligatic�n shall become null and void; other��•ise tn
8 remain in full force and effect.
9
10 PROVIDED, HUWEVER, if'Principal sl�all fail so to repair or reconstruct any timely
1 I noticed defective Work, it is agreed that the Developer or City may cause an�• and all such
J2 defective VVork t� be repaired and/or reconstructed with all associated costs thereof being borne
13 by� the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER. that it'an�• legal action be filed on this 8ond, venue shalf tie in
16 Tarrant Count��. Texas or the llnited States District Court for the Northern District of Texas, Fort
17 Worth Uivision; and
I8
19 PROVIDED FURTHER, that tl�is obligatian shall he continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
2;
('I'f1' Ul� F!)R'l� �l'UkTI l �'enlanr Ph�se SH
ti"I'ANUARU Cft'1' ('UNI)11'IU�ti — UEVf:Lc)PI:K Au'ARI)l:l) PRO1L•l'7:� l'PN It132U1
Re� iscd lanuan' 31 2012
UO6214-3
MAtN7'F:NANi'F. B()VU
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IN WtTNESS WHERFOF, the Principal and the Surety ha��e each SIGNED and SEALED this
instrument by� dul�- authorized a�ents and officers on this tlie ! dav of
3u �� . 20 21
ATTEST:
� ��j 4.
tPnncipal) Secretacy a �
. PC�]'�J
1�'itness as to Principal
ATTEST:
�'�°`'''�C,F'-�_-s�t-�---
ISurety) Secretary
.�l. ��
VI'itne a to Sureq�
PRINCI PAL.
Conatser Construction TX, LP
.
B1":
Signature
Brock Hu��ins, President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76 ] I 9
SURETY:
Berkle; lnsurance Company
Bl':C�Cs-f.c.[.._`� ��`"1_�-•�,�,���
Signature
Robbi Morales, Attomey-in-fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
Telrpl�one Number: 214/989-U000
"Noce: If signed by an ufficer of the Suret}� Company, there must be on file a certified extract
from ihe b}-laws showing thai ihis person has authority to sign such obligation If
Sureq�'s physical address is different from its mailing address, both must be provided.
The date af the bond shal l not be prior to the date the Contract is a��•arded.
Cf!'1' l)P fUR 1' �1't)RTH
STANI)ARU i1TY CUJ3U171l►N5 - bl:VE[.OPf•.R A1A'ARDEiU PRt)1F.CfS
Re� �srd lanuar� 31. 2U12
Ventana Phau SB
CPI� 1031UI
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
No. BI-7280j-el
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSUR.ANCE 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. Reyna; Don E. Cornell; Sophinie Hunter;
Robbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua A. Saunders; or Tonie Petranek of Aon Risk Services Southwesl,
Inc. 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 all 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 ofi'icers 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, 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 attomey 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 have no authority to bind the Company except in the
manner and to the eattent 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 of�cer or o�cers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN WJTNESS VJF�REOF, the Comgany has caysed these �resents to.be si�ed and attested by its appropriate ofhcers and its
corponte sealhereunto af�xedthis 2nd day of �une 2020 .
-'��''- Attesr. Berki� � Insurance �ampany
��5�'_N'�F .
��+ �,Rvnw�� fa3', _ � , �
�
� SL�.:�L ' � �Y— • - BY - ..•., :. �
�' z � Trs '. �derman . 7e. } , . after
m ' ��75 �
�.�AWp�, . Exe..�-utive Vice President & Secretary Sr. '� ic� �'resident
STATE OF CO.�Vl\rL�'CTiCX7T )
) SS:
co�rn�xx oF ��F��.� �
S�vom to before me, a Notazy Public in the Sfiate of Connacticut, this 2nd day of June , 2020 , by Tra S. Leder�an
and Jeffrey lvi. Hafter who are swom ta me to be#ht Executive Vice Presiden 3 Secretary, and r n Senior Vice President,
resgectively, of Berkley Insurance Company. �" NaT gv�A'ic� �� , /�
COhNECiICUT ,�����. (�, • — - ���
AIVC061MISStC1NEXPIRES - �'"•-
�y� �, ��4 .� otary i'ublic, State of Counectf cut
CERTI�ICATE
I, thc undersi�ed, Assistant Secretary ofBERKLEY II35UItAIvTCE CQMPANY, DO HEREBY CERTIF�` that the �'ore�o9ng is a
true, cprrect aad compiete copy of the ori�na.l P�wer of Attomey, that said Power of Attomey has not heen revoked or rescinded
an���ri t',e authorit�r of the Aitomey-in-Fact set forth therein, wha executed the bund or undertaking to wIuch this �'ower of
.�nanr�
�*s�4; _:� �.� r�:�ched, is in full force anzl effect as ofthis date.
`�:; �p �"�'.�=��',_���dermy �and and seal of tl�e Company, this day of ,
� � 51�.:i L z —
r
m 1975 �
���'LAWA��' Vll1GCIIt P. FOLCE - -
lMPORTANT NOTICE
To obtain ir�formai�on or make a compiaint:
You may call Berkley Surety Group, LLC a�d its affiliates by
telephone for informafion or fio make a complaint:
BERKLEY SURETY GROUP, LLG
P{ease send all notices of cfaim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Moun# Kemble Avenue, Suite 3'ION
Morrisfiow�, NJ 07960
Attn: Surety Claims Depar�finent
You may contact the Texas Department of Insu�ance to obtain
information on companies, coverages, rights or compiainfs at:
1-800-2�2-3439
You may wr�te the Texas Depar�ment of (nsurance:
P. O. Box '! 49104
Austin, TX 78714-9�104
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PREMIUM OR GLAiM DISPUTES:
Shoufd you have a dispute concerning your premium or about a claim
you should contacf your agent or Berkfey Surefy Group, LLC firsf. lf
the dispute is not resolved, you may contact �he Texas Departmen� of
[nsurance.
ATTACH TH{S NOTICE TO YOUR BOND:
This notice is for informafion only and cfoes not become a part or
conditio� of the atta�hed doct�menf and is given to comply wi�h Texas
legal and regulatory requirements. �
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. 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 Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such 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 the standard bid item list, then the item shall
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 safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
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, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
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 temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 13
B. Deviations from this City of Fort Worth Standard Specification 14
1. None. 15
C. Related Specification Sections include, but are not necessarily limited to: 16
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 17
2. Division 1 – General Requirements 18
1.2 PRICE AND PAYMENT PROCEDURES 19
A. Measurement and Payment 20
1. Work associated with this Item is considered subsidiary to the various items bid. No 21
separate payment will be allowed for this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or catalog 30
numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
Ventana Phase 5A
CPN 102574
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, if a reduction in cost or time results, it will 45
be documented by Change Order. 46
Ventana Phase 5A
CPN 102574
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
4. Substitution will be rejected if: 1
a. Submittal is not through the Contractor with his stamp of approval 2
b. Request is not made in accordance with this Specification Section 3
c. In the Developer’s opinion, acceptance will require substantial revision of the 4
original design 5
d. In the City’s or Developer’s opinion, substitution will not perform adequately 6
the function consistent with the design intent 7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8
1.7 CLOSEOUT SUBMITTALS [NOT USED] 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. In making request for substitution or in using an approved product, the Contractor 12
represents that the Contractor: 13
1. Has investigated proposed product, and has determined that it is adequate or 14
superior in all respects to that specified, and that it will perform function for which it 15
is intended 16
2. Will provide same guarantee for substitute item as for product specified 17
3. Will coordinate installation of accepted substitution into Work, to include building 18
modifications if necessary, making such changes as may be required for Work to be 19
complete in all respects 20
4. Waives all claims for additional costs related to substitution which subsequently 21
arise 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
Revision Log
DATE NAME SUMMARY OF CHANGE
29
Ventana Phase 5A
CPN 102574
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
Proposed Substitution: 10
Reason for Substitution: 11
Include complete information on changes to Drawings and/or Specifications which proposed 12
substitution will require for its proper installation. 13
14
Fill in Blanks Below: 15
A. Will the undersigned contractor pay for changes to the building design, including engineering 16
and detailing costs caused by the requested substitution? 17
18
19
B. What effect does substitution have on other trades? 20
21
22
C. Differences between proposed substitution and specified item? 23
24
25
D. Differences in product cost or product delivery time? 26
27
28
E. Manufacturer's guarantees of the proposed and specified items are: 29
30
Equal Better (explain on attachment) 31
The undersigned states that the function, appearance and quality are equivalent or superior to the 32
specified item. 33
Submitted By: For Use by City 34
35
Signature Recommended Recommended 36
as noted 37
38
Firm Not recommended Received late 39
Address By 40
Date 41
Date Remarks 42
Telephone 43
44
For Use by City: 45
46
Approved Rejected 47
City Date 48
Ventana Phase 5A
CPN 102574
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. 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 USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
B. Deviations from this City of Fort Worth Standard Specification 18
1. None. 19
C. Related Specification Sections include, but are not necessarily limited to: 20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21
2. Division 1 – General Requirements 22
3. Section 33 12 25 – Connection to Existing Water Mains 23
24
1.2 REFERENCES 25
A. Reference Standards 26
1. Reference standards cited in this Specification refer to the current reference 27
standard published at the time of the latest revision date logged at the end of this 28
Specification, unless a date is specifically cited. 29
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30
High Voltage Overhead Lines. 31
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32
Specification 33
1.3 ADMINISTRATIVE REQUIREMENTS 34
A. Coordination with the Texas Department of Transportation 35
1. When work in the right-of-way which is under the jurisdiction of the Texas 36
Department of Transportation (TxDOT): 37
a. Notify the Texas Department of Transportation prior to commencing any work 38
therein in accordance with the provisions of the permit 39
Ventana Phase 5A
CPN 102574
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in 1
compliance with and subject to approval from the Texas Department of 2
Transportation 3
B. Work near High Voltage Lines 4
1. Regulatory Requirements 5
a. All Work near High Voltage Lines (more than 600 volts measured between 6
conductors or between a conductor and the ground) shall be in accordance with 7
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8
2. Warning sign 9
a. Provide sign of sufficient size meeting all OSHA requirements. 10
3. Equipment operating within 10 feet of high voltage lines will require the following 11
safety features 12
a. Insulating cage-type of guard about the boom or arm 13
b. Insulator links on the lift hook connections for back hoes or dippers 14
c. Equipment must meet the safety requirements as set forth by OSHA and the 15
safety requirements of the owner of the high voltage lines 16
4. Work within 6 feet of high voltage electric lines 17
a. Notification shall be given to: 18
1) The power company (example: ONCOR) 19
a) Maintain an accurate log of all such calls to power company and record 20
action taken in each case. 21
b. Coordination with power company 22
1) After notification coordinate with the power company to: 23
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24
lower the lines 25
c. No personnel may work within 6 feet of a high voltage line before the above 26
requirements have been met. 27
C. Confined Space Entry Program 28
1. Provide and follow approved Confined Space Entry Program in accordance with 29
OSHA requirements. 30
2. Confined Spaces include: 31
a. Manholes 32
b. All other confined spaces in accordance with OSHA’s Permit Required for 33
Confined Spaces 34
D. Use of Explosives, Drop Weight, Etc. 35
1. When Contract Documents permit on the project the following will apply: 36
a. Public Notification 37
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38
prior to commencing. 39
2) Minimum 24 hour public notification in accordance with Section 01 31 13 40
E. Water Department Coordination 41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
Ventana Phase 5A
CPN 102574
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and on 6
to accommodate the construction of the project is required, coordinate this 7
activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas Penal 10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11
will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31
A. 32
3) Submit schedule showing the construction start and finish time for each 33
block of the project to the inspector. 34
4) Deliver flyer to the City Inspector for review prior to distribution. 35
b. No construction will be allowed to begin on any block until the flyer is 36
delivered to all residents of the block. 37
G. Public Notification of Temporary Water Service Interruption during Construction 38
1. In the event it becomes necessary to temporarily shut down water service to 39
residents or businesses during construction, prepare and deliver a notice or flyer of 40
the pending interruption to the front door of each affected resident. 41
2. Prepared notice as follows: 42
a. The notification or flyer shall be posted 24 hours prior to the temporary 43
interruption. 44
b. Prepare flyer on the contractor’s letterhead and include the following 45
information: 46
1) Name of the project 47
2) City Project Number 48
Ventana Phase 5A
CPN 102574
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
3) Date of the interruption of service 1
4) Period the interruption will take place 2
5) Name of the contractor’s foreman and phone number 3
6) Name of the City’s inspector and phone number 4
c. A sample of the temporary water service interruption notification is attached as 5
Exhibit B. 6
d. Deliver a copy of the temporary interruption notification to the City inspector 7
for review prior to being distributed. 8
e. No interruption of water service can occur until the flyer has been delivered to 9
all affected residents and businesses. 10
f. Electronic versions of the sample flyers can be obtained from the Project 11
Construction Inspector. 12
H. Coordination with United States Army Corps of Engineers (USACE) 13
1. At locations in the Project where construction activities occur in areas where 14
USACE permits are required, meet all requirements set forth in each designated 15
permit. 16
I. Coordination within Railroad Permit Areas 17
1. At locations in the project where construction activities occur in areas where 18
railroad permits are required, meet all requirements set forth in each designated 19
railroad permit. This includes, but is not limited to, provisions for: 20
a. Flagmen 21
b. Inspectors 22
c. Safety training 23
d. Additional insurance 24
e. Insurance certificates 25
f. Other employees required to protect the right-of-way and property of the 26
Railroad Company from damage arising out of and/or from the construction of 27
the project. Proper utility clearance procedures shall be used in accordance 28
with the permit guidelines. 29
2. Obtain any supplemental information needed to comply with the railroad’s 30
requirements. 31
J. Dust Control 32
1. Use acceptable measures to control dust at the Site. 33
a. If water is used to control dust, capture and properly dispose of waste water. 34
b. If wet saw cutting is performed, capture and properly dispose of slurry. 35
K. Employee Parking 36
1. Provide parking for employees at locations approved by the City. 37
Ventana Phase 5A
CPN 102574
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
Ventana Phase 5A
CPN 102574
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
Ventana Phase 5A
CPN 102574
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
Ventana Phase 5A
CPN 102574
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
Ventana Phase 3B
CPN 102633Ventana Phase 5A
CPN 102574
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
Ventana Phase 3B
CPN 102633Ventana Phase 5A
CPN 102574
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
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
3. Section 34 71 13 – Traffic Control
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
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 this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. 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.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
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
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. Work 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 REFERENCES
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 the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Phase 5A
CPN 102574
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
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. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY 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. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer’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.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. 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.
5. 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 purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE 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 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
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
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
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. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. 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 required documentation to City’s Project Representative.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. 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 will 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 [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may 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
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. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer’s printed data, or neatly typewritten
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full 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 recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which 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 full 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 manual 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 emergency 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. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system 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. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
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 reassembly
4) Adjustment and checking
f. 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
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
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
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 [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE 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".
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under 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 entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation 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 modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension 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 like).
3) Make all identification sufficiently 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 Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
Ventana Phase 5A
CPN 102574
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
/
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GEOTECHNICAL EXPLORATION
VENTANA PHASE 5
Off Jerry Dunn Parkway
Fort Worth, Texas
ALPHA Report No. W200189
March 19, 2020
Prepared for:
PMB VENTANA DEVELOPER, LLC
4001 Maple Avenue, Suite 600
Dallas, TeXas 75219
Attention: Mr. Peter Pincoffs
Prepared By:
ALPHA ��TESTING
�
WHERE IT ALL BEGIMS
ALPNA �♦�
/
TESTING
WHERE IT ALL BEGINS
March 19, 2020
PMB Ventana Developer, LLC
4001 Maple Avenue, Suite 600
Dallas, Texas 75219
Attention: Mr. Peter Pincoffs
Geoteclrnicnl
Consh�uction Mnte�•inls
Envi�•on�nenta!
TBPE Firne No. 813
Re: Geotechnical Exploration
Ventana Phase 5
Off Jerry Dunn Parkway
Fort Worth, Texas
ALPHA Report No. W200189
5058 Brush Creek Road Tel: 817-496-5600
Fort Wof•th, Texas76119 Fax: 8/7-496-5608
www. alphatesting. com
Attached is the report of the geotechnical exploration performed for the project referenced above.
This studywas authorized by Mr. Peter PincoffsonJanuary 17, 2020 and performed in accordance
with ALPHA Proposal No. 75298datedJanuary 17, 2020.
This report contains results of field explorations and laboratory testing and an engineering
interpretation of these with respect to available project characteristics. The results and analyses
were used to develop recommendations to aid design and construction of residential foundations.
Recommendations for public streets and global stability analyses of retaining walls will be
provided in separate reports.
ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can
be of further assistance, such as providing materials testing services during construction, please
contact our office.
Sincerely,
ALPHA TESTING, INC.
�j�i,'cVl��-' lL�"�-��'
Karina Cohuo
Geotechnical Project Manager
� ���:�� OF ����� ��f
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� .....�BRIAN J. H4YT �'---
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Marc1120, 2020
����
Brian J. Hoyt, P.E.
Geotechnical Department Manager
BJH/MLM/kc
Copies: (1-PDF) Client
/
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TABLE OF CONTENTS
ALPHA REPORT NO. W200189
1.0 PURPOSE AND SCOPE .................................................................................................... 1
2.0 PROJECT CHARACTERISTICS ...................................................................................... 1
3.0 FIELD EXPLORATION .................................................................................................... 2
4.0 LABORATORY TESTS .................................................................................................... 2
5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2
6.0 DESIGN RECOMMENDATIONS .................................................................................... 3
6.1 Slab-on-Grade Foundations .................................................................................... 3
6.1.1 Subgrade Improvement Using Moisture Conditioning in Zone IV ............. 5
6.1.2 Alternative Subgrade Improvement Using Low Plasticity Index (PI)
Soilin Zone IV ............................................................................................ 6
6.2 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade .................... 6
6.3 Independent Drilled Piers Associated with Slab Foundations in Deep Fill Areas . 6
6.3.1 Straight-Shaft Piers ..................................................................................... 7
6.3.2 Underreamed Piers ...................................................................................... 8
6.3.3 Helical Piers ................................................................................................ 9
6.4 Drainage and Other Considerations ...................................................................... 10
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ........................... 11
7.1 Site Preparation and Grading ................................................................................ 11
7.2 Foundation Excavations ........................................................................................ 12
7.3 Fill Compaction .................................................................................................... 13
7.4 Utilities ..................................................................................................................14
7.5 Groundwater ......................................................................................................... 15
8.0 LIMITATIONS .................................................................................................................16
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figure 1
B-1 Methods of Laboratory Testing
Swell Test Results — Figure 2
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W200189
1.0 PURPOSE AND SCOPE
/
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The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to
evaluate for PMB Ventana Developer, LLC (Client) some of the physical and engineering
properties of subsurface materials at selected locations on the subject site with respect to
formulation of geotechnical design parameters for the subject construction. The field exploration
was accomplished by securing subsurface samples from widely spaced test borings performed
across the project site. Engineering analyses were performed from results of the field exploration
and laboratory tests performed on representative samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction.
This information can be used to evaluate subsurface conditions and to aid in ascertaining
construction meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
different times of the year. The scope of work may not fully define the variability of subsurface
materials and conditions that are present on the site.
The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on-site observations and possibly other tests.
2.0 PROJECT CHARACTERISTICS
It is proposed to develop a residential subdivision(Ventana Phase 5) from a tract of land
generally located about'/z mile west of Jerry Dunn Parkway and about 3/4 mile south of Aledo
Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figure 1, the
Boring Location Plan, in the Appendix.
At the time of the field exploration, the site generally consisted ofa vacant tract of land with
scattered trees. A creek was observed at the northern boundary of the site.
Review of grading plans prepared by LJA Engineering, Inc.(Project No. NT840-0002Sheets 6
through 10, dated March 2020) indicate the site generallyslopes down to the eastabout 70 ft
(Appx. Elev.885ft to 815 ft). These grading plans also indicate cuts of up to 16 ft and fills of up
to 19 ftwill be required to achieve final grade in the building pad areas.
Present plans provide for the construction of new residential buildings. The new structures are
eXpected to create light loads to be carried by the foundations. It is also anticipated the new
structures will be supported using post-tensioned slab-on-grade foundations designed for
potential seasonal movements of 4'/2 inches or less. No below grade slabs are planned.
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3.0 FIELD EXPLORATION
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Subsurface conditions on the site were explored by drilling a total of 44test borings. Forty one
(41) test borings were drilledto a depth of about 20 ft and three (3) test borings were drilled to a
depth of about 25 ft.The approximate location of each test boring is shown on the Boring
Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and sampling operations
are briefly summarized in Methods of Field EXploration, Section A-1 of the AppendiX.
Subsurface types encountered during the field exploration are presented on the Log of Boring
sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's
and Engineer's interpretation of conditions believed to exist between actual samples retrieved.
Therefore, the boring logs contain both factual and interpretive information. Lines delineating
subsurface strata on the boring logs are approximate and the actual transition between strata may
be gradual.
4.0 LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for residential foundation design
and earthwork construction. A brief description of testing procedures used in the laboratory can
be found in Methods of Laboratory Testing, Section B-1 of the AppendiX. Individual test results
are presented either on the Log of Boring sheets or on summary data sheets in the Appendix.
5.0 GENERAL SUBSURFACE CONDITIONS
Based on geological maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the Kiamichi formation, adjacent to the
mappedinterface with the Duck Creek Limestone formation on the west side. The undivided
Goodland Limestone and Walnut Clay formation is also mapped near the eastern limits of the
site. These formations generally consist of limestone with marl (limey shale) layers. Residual
overburden soils associated with these formations generally consist of clay soils characterized by
low to high shrink/swell potential. Subsurface conditions at geological interfaces can be highly
variable as indicated on the attached boring logs.
Subsurface conditions encountered inabout three quarters ofthe boringsgenerally consisted of
clay and/or shaly clayto depths of about 2 ft to 18 ft below the ground surface underlain by
limestoneand/or shale extending to the 20 ft or 25 ft termination depths of the
borings.Limestoneand/or shale was encountered at the surface in Borings 9, 10, 13, 14, 16 and 25
which extended to the 20 ft termination depth. Subsurface conditions encountered in Borings 18,
19 and 31 generally consisted of clay and shaly clay extending to the 20 ft termination depth of
the borings. Subsurface conditions encountered in Boring 26generally consisted of alternating
layers of clay and limestone extending to the 20 ft termination depth of the boring. Weathered
limestone was encountered at the surface in Borings 21 and 41 to a depth of about 2 ft underlain
by clay to respective depths of about 6 ft and 18 ft. Limestone was then encountered extending
to the 20 ft termination depth of the borings. Layers of weathered limestone and/or limestone
about 2 ft to 10 ft thick were encountered between the clay and/or shaly clay layers in Borings 1,
18, 20, 27, 28, 35, 37 and 43 at depths of about 2 ft to 13 ft.More detailed stratigraphic
information is presented on the attached Log of Boring sheets.
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Most of the materialsencountered in the barings are considered relatively impermeable and are
anticipated to have a relatively slow response to water movement. Therefore, several days of
observation would be required to evaluate actual groundwater levels within the depths explored.
Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on
the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics.
Free groundwater was encountered in about one-half of the borings at depths of about 2 ft to 21
ft below the ground surface. It is common to encounter seasonal groundwaterfromnatural
fractures within the clayey matriX, at the soil/rock (limestone and/or shale) interface or from
fractures in the rock(limestone and/or shale), particularly during or after periods of precipitation.
If more detailed groundwater information is required, monitoring wells or piezometers can be
installed.
Further informationconcerning subsurface materials and conditions encountered can be obtained
from the boring logs in the AppendiX.
6.0 DESIGN RECOMMENDATIONS
The following design recommendations were developed on the basis of the previously described
Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should
the project criteria change, our office should conduct a review to determine if modifications to
the recommendations are required. Further, it is recommended our office be provided with a
copy of the final building plans and specifications for review prior to construction.
The following recommendations are based on grading plans and grading assumptions referenced
in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans
or discussed in Section 2.0 can alter the recommended foundation design parameters. Therefore,
it is recommended our office be contacted before performing other cutting and filling on site to
verify appropriate design parameters are utilized for final foundation design. Also, our office
should be provided with final grading plans to verify our recommendations.
6.1 Slab-on-Grade Foundations
Slab-on-grade foundations should be designed with exterior and interior grade beams adequate to
provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips
per sq ft should be used for all grade beams bearing on undisturbed cuts in native clay, on
limestone, on fill material placed as recommended in Section 7.3, or on moisture improved soil
placed as recommended in Section 6.1.1.Grade beams should bear a minimum depth of 12 inches
below final grade and should have a minimum width of 10 inches considering the recommended
bearing capacity.
To reduce cracking as normal movements occur in foundation soils, all grade beams and slab
foundations should be adequately reinforced with steel (conventional reinforcing steel and/or
post-tensioned reinforcement). It is common to experience some minor cosmetic distress to
structures with slab-on-grade foundation systems due to normal ground movements. A properly
designed and constructed moisture barrier should be placed between the slabs and subgrade soils
to retard moisture migration through the slabs.
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Conditions encountered in the test borings, the planned cut/fill within the building pads and
results of the laboratory tests reveal variations in highly expansive clay thickness and expansive
properties across the site. Such variations in clay thickness and expansive properties will
directly affect design parameters used for slab-on-grade foundations. Therefore, lots with
apparently common average clay thickness, similar expansive clay properties and similar
corresponding estimated potential movements have been grouped into Zones I through IVand
delineated on the Boring Location Plan, Figure 1.
Subgrade improvement in the respective Zones (see Figure 1) should be performed using the
information summarized in Table A.
TABLE A
Estimated Potential Seasonal Movementsand Recommended Sub rade Im rovement
ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE
MOVEMENT,INCHES MOVEMENTS TO 41/� INCHES
I Up toabout 1 No Improvement Required
II Up to about 3 No Improvement Required
III Up to about 4'/z No Improvement Required
IV Up to about 6 4 ft Moisture Conditioning
Potential seasonal movements were estimated using results from absorption swell tests, in
general accordance with methods outlined by the Texas Department of Transportation (TxDOT)
Test Method Tex-124-E and engineering judgment and experience. Estimated movements were
calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal
moisture content change varies between a"dry" condition and a"wet" condition as defined by
Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade
soils. Movements exceeding our estimates could occur if positive drainage of surface water is
not maintained or if soils are subject to an outside water source, such as leakage from a utility
line or subsurface moisture migration from off-site locations.
Potential seasonal movements were estimated assuming fill material used to raise the grade will
consist of onsite or similar material with a plasticity index of 45 or less. If the plasticity index of
material used to raise the grade is higher than 45, potential movements could be higher than our
estimates.
Potential movements estimated for slab foundations in Zone IV(see Figure 1 for delineation of
Zones) are considered outside normal design tolerances without subgrade improvement as
presented in Table A. Movement of slab foundations in Zone IVcould be reduced to not more
than about 4'/z inches if the upper 4 ft of on-site soils below final gradeare improved through
moisture conditioning, then covered with an impermeable plastic barrier (polyethylene sheeting)
following the recommendations provided in Section 6.1.1.
Please note, improvement of the existing soils using moisture conditioning with plastic sheeting
is intended only for the designated building pad areas plus S ft beyond the building pad limits,
and not the entire residential lot. Accordingly, planned residences must be exclusively
constr�ucted within the building pad designated on the referenced project grading plans. The
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purpose of the plastic sheeting is to maintain the moisture of the underlying soils relatively the
same from the time the plastic sheeting is placed through the time the foundation is placed. This
plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any
such requirements should be addressed by the designer of the foundation, and should be
followed by the builder. Prior to building on the improved designated building pad area, a
surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of
the new residences will extend beyond the limits of the designated building pad. If any part of
the slab footprint extends beyond the designated building pad, ALPHA should be contacted for
additional design recommendations.
6.1.1 Subgrade Improvement Using Moisture Conditioning in Zone IV
Estimated potential movements for slab foundations in Zone IV could be reduced to
about 4'/z inches by moisture-conditioning the upper 4 ft of on-site soils below final
grade, as recommended in Table A.
Moisture-conditioning consists of over-excavating (where necessary) and/or filling with
on-site soil that is compacted at a"target" moisture content at least 5 percentage points
above the material's optimum moisture content as determined by the standard Proctor
method (ASTM D 698). Some of the onsite soils with a lower plasticity index may
require compaction at a moisture content closer to optimum. Any deviation from the
minimum 5 percentage points above optimum should be determined by ALPHA during
construction. The moisture-conditioned soil should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density. Moisture-
conditioning with on-site soil should eXtend throughout the entire building pad area and
at least 5 ft beyond the perimeter of the designated building pad (as indicated on the
referenced project grading plans). Plastic sheeting (6 to 8 mil thickness) should be placed
above the moisture-conditioned soil for long-term maintenance of the moisture content of
the conditioned soil. This sheeting should be placed 8 to 12 inches below final grade and
should also extend at least 5 ft beyond the perimeter of the building pad. Following
completion of moisture-conditioning and placement of the plastic sheeting, estimated
movements in Zone IVshould not exceed about 4'/2 inches.
The purpose of moisture-conditioning is to reduce the free swell of the moisture-
conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors,
absorption swell tests, etc.) should be conducted during construction to verify that the
"target" moisture content for moisture-conditioning (estimated at 5 percentage points
above the material's optimum moisture content as defined by ASTM D 698) is sufficient
to reduce the free swell potential of the processed soil to 1 percent or less.
Moisture conditioning should be observed and tested on a full time basis by a
representative of ALPHA to verify the moisture conditioned clays are placed with the
proper lift thickness, moisture content, and density.
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6.1.2 Alternative Sub�rade Improvement Usin� Low Plasticitv Index (PI) Soil
in Zone IV
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Due to the presence of shallow limestone across some areas of the site, we eXpect some
of the fill material generated from site grading will consist of processed limestone and/or
lean clay and limestone miXtures.
As an alternative to moisture conditioning with plastic sheeting, potential seasonal
movements in Zone IV could be reduced to about 4'/z inches by placing at least 4 ft of
low PI material below final grade. Low PI material could consist of processed limestone
and/or lean clay with a plasticity index of 20 or less.
6.2 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade
TablesB, Cand D contain information for design of the post-tensioned, slab-on-grade
foundations. Design parameters were evaluated based on the conditions encountered in the
borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5
computer program provided by Geostructural Tool Kit, Inc. (GTI).
TABLE B
PTI Desi n Parameters Potential Seasonal Movement = Less than 1 inchin Zone I
Edge Lift Center Lift
Edge Moisture Distance (e,,,), ft 4.3 9.0
Differential Soil Movement (y,,,), inches 1.2 (swell) 1.0 (Shrink)
TABLE C
PTI Desi n Parameters Potential Seasonal Movement = 3 inchesin Zone II
Edge Lift Center Lift
Edge Moisture Distance (e,,,), ft 4.3 9.0
Differential Soil Movement (ym), inches 1.8(swell) 1.4(Shrink)
TABLE D
PTI Design Parameters Potential Seasonal Movement = 4'/z inches
in Zone III and after Im rovementas discussed in Section 6.lin Zone IV
Edge Lift Center Lift
Edge Moisture Distance (e,,,), ft 4.3 9.0
Differential Soil Movement (y,,,), inches 2.2 (swell) 1.6(Shrink)
6.3 Independent Drilled Piers Associated with Slab Foundations in Deep Fill Areas
Significant thicknesses of fill (more than 17 ft) are planned for slab foundations insome lots in
the vicinity of Borings 17, 18 and 19. For building pads with planned fills deeper than 17ft, a
system of independent drilled piers should be constructed below the slab-on-grade foundations to
reduce the potential for long-term settlements. Lots with more than 17 ft are delineated on the
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Boring Location Plan, Figure l, with heavy black outline.
Please Note: Due to the difference in potential movement between the piers and the slab-on-
grade foundation, piers should be independent and not structurally connected to the slab-on-
grade foundation. In addition, the structural engineer should appropriately design the slab-on-
grade to consider the possibility portions of the slab are supported only by the piers in the event
the on-site soils shrink/settle and pull away from the slab. Post Tension Institute (PT� design
parameters provided in Section 6.1 of this report are valid only for slab-on-grade systems fully
supported on soil and do not take into consideration any portion of the slab or grade beams being
fully or partially suspended on piers due to shrinkage or swelling of on-site soils.Differential
movements can also occur between the pier supported foundations and connecting flatwork and
utilities. This should be considered when designing foundations and connections.
Competent limestone was encountered in Boring 17 at a depth of about 4 ft below the ground
surface. Competent limestone was also encountered at a depth of about 2 ft below the ground
surface in Borings 9 and 10, situated just west of the subject lots. However, competent limestone
was not encountered in Borings 18 and 19 drilled in the subject lots. Therefore, different pier
systems may be more practical than others depending on the lot. For example, where limestone
is relatively shallow below the existing ground surface, straight shaft piers are generally the
most practical pier system. However, where limestone was not encountered in the boring, or
where limestone is relatively deep below final grade, underreamed piers or helical piers will
likely be more practical. Due to the extreme variation in the depth to limestone over relatively
short distances, we recommend test piers be performed in front and behind the building pads
prior to constr�uction to verify subsurface conditions at each lot and constructability of the
selected pier system.
Recommendations for straight shaft piers, underreamed piers and helical piers are provided in
Sections 6.3.1, 6.3.2 and 6.3.3.
6.3.1 Straight-Shaft Piers
Groundwater was encountered at depths of about 6 ft to 18 ft below the ground surface in
Borings 9, 10, 18 and 19. Casing will likely be required to control groundwater in some
of the pier excavations. Test piers should be performed in front of and behind the
building pad area just prior to construction to verify groundwater conditions and
constructability of straight-piers.
Drilled piers bearing at least 2 ft into competent limestone can be dimensioned using a
net allowable bearing pressure of 30ksf and skin friction (in compression) of 4.Sksf.
Uplift resistance can be computed using a net allowable skin friction value of 3.8ksf. The
upper 2 ft of competent limestone should be neglected in computing skin friction. The
allowable bearing pressure value has a factor of safety of 3 considering general bearing
capacity failure and the skin friction values have a factor of safety of at least 2. Normal
elastic settlement of piers under loading is estimated at less than about 1 inch.
At least two (2) pier shaft diameters should remain between the bottom of our borings
and the bottom of the pier to use the recommended end bearing value. If the minimum
clearance is not provided, end bearing should be neglected and the piers designed as
friction piles only. In any case, piers should not extend deeper than out borings (20 ft
below existing grade before grading).
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Straight shaft piers should be sufficiently embedded into the limestone and should be
designed with full length reinforcing steel to resist the uplift pressure (soil-to-pier
adhesion) due to potential soil swell along the shaft from post construction heave and
other uplift forces applied by structural loadings. The magnitude of uplift adhesion due
to soil swell along the pier shaft cannot be defined accurately and can vary according to
the actual in-place moisture content of the soils during construction. It is estimated this
uplift adhesion will not exceed about 2.2 kips per sq ft. This soil adhesion is
approximated to act uniformly over the portion of the pier shaft in contact with clayey
soils to a maximum depth of 12 ft below the ground surface. A reduced uplift adhesion
of 1.0 kips per sq ft can be used for the portion of the pier shaft bearing against moisture
conditioned soils.
6.3.2 Underreamed Piers
Groundwater was encountered at depths of about 6 ft to 18 ft below the ground surface in
Borings 9, 10, 18 and 19. The depth of underreamed piers may require adjustment in the
field to maintain the bottom of the piers above groundwater seepage. Care should also be
observed to maintain the underream below the bottom of any fill material. A layer of
weathered limestone was encountered in Boring 18 at a depth of about 13 ft to 15 ft
below the ground surface and some of the clays were hard. Heavy duty belling
equipment will be required to form the underreams. Test piers should be performed in
front of and behind the building pad area just prior to construction to verify groundwater
conditions and constructability of underreamed piers.
Independent drilled piers could consist of underreamed piers with the underream bearing
entirely in native clay below the depth of fill. Underreamed piers can be dimensioned
using a net allowable end bearing pressure of 3 kips per sq ft and no skin friction
component of resistance. The underream should be situated entirely below the depth of
any fill since even properly compacted fill is prone to caving.
The recommended bearing pressure contains a factor of safety of at least 3 considering a
general bearing capacity failure. Normal elastic settlement of piers under loading is
estimated to be less than about 1 inch.
Each pier should be designed with full length reinforcing steel to resist the uplift pressure
(soil-to-pier adhesion) due to potential soil swell along the shaft from post construction
heave and other uplift forces applied by structural loadings. The magnitude of uplift
adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary
according to the actual in-place moisture content of the soils during construction. It is
estimated this uplift adhesion will not exceed about 2.2 kips per sq ft. This soil adhesion
is approximated to act uniformly over the upper 12 ft of the pier shaft in contact with clay
soils. A reduced uplift adhesion value of 1.0 kip per sq ft can be used for the portion of
the pier shaft bearing against moisture conditioned soils.
The uplift force due to swelling of active clays should be resisted by the underreamed
portion of the pier. The underreamed portion should be at least two (2) and not
exceeding three (3) times the diameter of the shaft. The minimum clear spacing between
edges of adjacent piers should be at least one (1) underream diameter, based on the larger
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underream.
6.3.3 Helical Piers
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Due to the variability of the depth of limestone and considering groundwater conditions,
it could be desirable to use helical piers in lieu of drilled piers.
Helical piers are a manufactured foundation element consisting of a centralized steel shaft
and one or more helical bearing plates. The helical plates are formed with a uniform-
pitch screw thread, and the pier is installed by rotating it into the ground to the desired
depth or refusal. The helical plate(s) provides end bearing resistance due to gravity loads
and uplift resistance due to swelling of high shrink-swell active clays such as encountered
at the boring locations.
Helical piers should bear at a minimum depth of 15 ft below the ground surface, or on the
surface of limestone, whichever is encountered first. Helical piers should also bear on
native soils, below the depth of any fill material.
All heliXes should be situated at a depth of at least 15 ft below final grade. Vertical
spacing between helixes along the shaft should be least three (3) helix diameters, based
on the largest adjacent heliX. The minimum helix diameter must be sized to prevent the
bearing soils from being over-stressed and to develop sufficient uplift capacity to
overcome the potential uplift forces acting on the pier. The heliX portion should be at
least three (3) times the width of the shaft. The minimum clear spacing between edges of
adjacent piers should be at least two (2) helix diameters (based on the larger helix).
Normal elastic settlement of helical piers under loading is estimated at less than about 1
inch.
Load capacity of helical piers bearing at a depth of at least 15 ft below the ground surface
on native soils or on limestone can be calculated by summing the allowable end bearing
pressure of 3 kips per sq ft applied to the lowermost helix and a reduced bearing pressure
of 2.6kips per sq ft applied to any overlying helixes.
Each helical pier should be designed to resist the uplift pressure (soil-to-pier adhesion)
due to potential soil swell along the shaft from post construction heave and other uplift
forces applied by structural loadings. The magnitude of uplift adhesion due to soil swell
along the helical pier shaft cannot be defined accurately and can vary according to the
actual in-place moisture content of the soils during construction. It is estimated this uplift
adhesion will not eXceed about 2.2 kips per sq ft to a depth of about 12 ft below the
ground surface. A reduced uplift adhesion value of 1.0 kip per sq ft can be used over the
portion of the shaft in contact with moisture conditioned soil.
From our experience, helical piers are frequently designed and installed by specialty
contractors. Helical piers should be designed by a professional engineer and should be
installed per the manufacturer's requirements. Helical piers should be load tested to
verify the pier is capable of supporting the design load. Load tests can also be utilized to
maximize the foundation load, thereby reducing the number of piers. We recommend
performing at least one helical pier load test. ALPHA would be pleased to assist in
design, implementation, and evaluation of a pier load test if desired.
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6.4 Drainage and Other Considerations
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Adequate drainage should be provided to reduce seasonal variations in the moisture content of
foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped
away from the structures to prevent ponding of water around the foundations. Final grades
within 5 ft of the structures should be adjusted to slope away from the structures at a minimum
slope of 2 percent. Maintaining positive surface drainage throughout the life of the
structures is essential.
In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be
maintained between the structure and the pavement or sidewalk to minimize seepage of water
into the underlying supporting soils. Post-construction movement of pavement and flatwork is
common. Normal maintenance should include inspection of all joints in paving and sidewalks,
etc. as well as resealing where necessary.
Several factors relate to civil and architectural design and/or maintenance, which can
significantly affect future movements of the foundation and floor slab systems.
• Preferably, a complete system of gutters and downspouts should carry runoff water a
minimum of 5 ft from the completed structures.
• Large trees and shrubs should not be allowed closer to the foundation than a horizontal
distance equal to roughly one-half of their mature height due to their significant moisture
demand upon maturing.
• Moisture conditions should be maintained "constant" around the edge of the slab.
Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks
can cause slab movements beyond those predicted in this report.
• Planter box structures placed adjacent to building should be provided with a means to
assure concentrations of water are not available to the subsoil stratigraphy.
• Architectural design of the floor slabs should avoid additional features such as wing walls
as eXtensions of the slab.
• The root systems from existing or recently removed trees at this site will have dried and
desiccated the surrounding clay soils, resulting in soil with near-maXimum swell
potential. Clay soils surrounding tree root mats in areas to be covered with at-grade slabs
(including but not limited to foundations, driveways, porches, patios, and sidewalks)
should be removed to a depth of at least 1 ft below the tree root ball. The resulting
eXcavation should be backfilled with engineered fill as described in Section 7.3.
Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4
and in accordance with requirements of local City standards. Since granular bedding backfill is
used for most utility lines, the backfilled trench should not become a conduit and allow access
for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or
clay plugs should be provided where utility lines cross building lines to prevent water from
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traveling in the trench backfill and entering beneath the structure.
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES
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Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to
observe construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our
observations based on our experience and understanding of the project characteristics and
subsurface conditions encountered in the borings.
7.1 Site Preparation and Grading
Limestone was encountered at the surface or within 4 ft of the ground surface in most of the
borings. We expect limestone will encountered during grading and general excavation at this
site. From our experience, this limestone can be hard and difficult to eXcavate. Rock eXcavation
methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be
required to remove the limestone. Crushing equipment may be required to process this limestone
if it is desired to use this material as compacted fill on the site. The contractor selected should
have experience with eXcavation in hard limestone.
All areas supporting slab foundations, flatwork or areas to receive new fill should be properly
prepared.
• After completion of the necessary stripping, clearing, and excavating and prior to placing
any required fill, the exposed subgrade should be carefully evaluated by probing and
testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place
should be removed.
• The exposed subgrade should be further evaluated by proof-rolling with a heavy
pneumatic tired roller, loaded dump truck or similar equipment weighing approximately
10 tons to check for pockets of soft or loose material hidden beneath a thin crust of
possibly better soil.
• Proof-rolling procedures should be observed routinely by a Professional Engineer or his
designated representative. Any undesirable material (organic material, wet, soft, or loose
soil) exposed from the proof roll should be removed and replaced with well-compacted
material as outlined in Section 7.3.
• Prior to placement of any fill, the exposed subgrade should then be scarified to a
minimum depth of 6 inches and recompacted as outlined in Section 7.3.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the eXisting slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
eXisting soils and new fill materials, reduce potential sliding planes, and allow relatively
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harizontal lift placements.
Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft
are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness.
This should be considered when planning or placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or sharing.
Design of these structures should include any imposed surface surcharges. Construction site
safety is the sole responsibility of the contractor, who shall also be solely responsible for the
means, methods and sequencing of construction operations. The contractor should also be aware
that slope height, slope inclination or excavation depths (including utility trench excavations)
should in no case exceed those specified in local, state and/or federal safety regulations, such as
OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the eXcavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of TeXas.
Due to the nature of the clay soils found near the surface at the borings, traffic of heavy
equipment (including heavy compaction equipment) may create pumping and general
deterioration of shallow soils. Therefore, some construction difficulties should be anticipated
during periods when these soils are saturated.
7.2 Foundation Excavations
All foundation excavations should be monitored to verify foundations bear on suitable material.
The bearing stratum eXposed in the base of all foundation excavations should be protected
against any detrimental change in conditions. Surface runoff water should be drained away from
eXcavations and not allowed to collect. All concrete for foundations should be placed as soon as
practical after the excavation is made. Piers should be excavated and concrete placed the same
day.
Prolonged exposure of the bearing surface to air or water will result in changes in strength and
compressibility of the bearing stratum. Therefore, if delays occur, grade beam and pier
eXcavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface.
Straight-shaft piers should be slightly enlarged and deepened or a new design penetration made.
Grade beams should be cleaned and slightly deepened.
All pier shafts should be at least 1-ft or 1/30th of the pier length, whichever is greater, in diameter
to facilitate clean-out of the base and proper monitoring. Concrete placed in pier holes should be
directed through a tremie, hopper, or equivalent. Placement of concrete should be vertical
through the center of the shaft without hitting the sides of the pier or reinforcement to reduce the
possibility of segregation of aggregates. Concrete placed in piers should have a minimum slump
12
ALPHA Report No. W200189
/
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of 5 inches (but not greater than 7 inches) to avoid potential honey-cambing.
Observations during pier drilling should include, but not necessarily be limited to, the following
items:
• Verification of proper bearing strata and consistency of subsurface stratification with
regard to boring logs,
• Confirmation the minimum required penetration into the bearing strata is achieved,
• Complete removal of cuttings from bottom of pier holes,
• Proper handling of any observed water seepage and sloughing of subsurface materials,
• No more than 2 inches of standing water should be permitted in the bottom of pier holes
prior to placing concrete, and
• Verification of pier diameter, underream size, and steel reinforcement.
Groundwater was encountered at depths of about 6 ft to 18 ft below the ground surface in
Borings 9, 10, 18 and 19, drilled near the locations where independent drilled piers will be
required. Groundwater seepage could be encountered during pier installation. The risk of
encountering this seepage is increased during or after periods of precipitation. Some field
adjustments in the depth of the piers may be required in some areas to maintain the bottom of the
piers above groundwater seepage. Adjustments in the depths of the piers should be observed in
the field by ALPHA personnel. Also, the clayey soils encountered at the boring locations are
prone to collapse during construction of the underreamed portion of the pier foundation.
Immediate placement of concrete after constructing the underream and/or the use of submersible
pumps may be adequate to control underream collapse and/or seepage. Temporary casing may
be useful for controlling groundwater seepage that could occur in the clayey soils. As casing is
extracted, care should be taken to maintain a positive head of plastic concrete and minimize the
potential for intrusion of water seepage. It is recommended a separate bid item be provided for
casing on the contractors' bid schedule.
ALPHA should be contacted for further review and evaluation if groundwater seepage and/or
underream collapse occurs during pier installation.
Limestone encountered in the borings was hard to very hard. Drilled pier contractors planning to
install straight shaft piers should make provisions for core barrels and/or rock teeth to penetrate
hard limestone.
7.3 Fill Compaction
The following are recommendations pertaining to general fill compaction. Moisture conditioned
soil should conform to the recommendations provided in Section 6.1.
Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor
maximum dry density. The compacted moisture content of the processed limestone is not
considered crucial to proper performance. However, if the material's moisture content during
placement is within 3 percentage points of optimum, the compactive effort required to achieve
13
ALPHA Report No. W200189
/
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the minimum campaction criteria may be minimized. Individual rock pieces larger than 6 inches
in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the
bottom of floor slabs, the maXimum allowable size of individual rock pieces should be reduced
to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the
presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing
a standard No. 4 sieve is recommended.Processed limestone used in lieu of moisture
conditioning in Zone IV should have a plasticity index of 20 or less.
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 6
percentage points above optimum.
Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95
percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1
percentage point below to 3 percentage points above the material's optimum moisture content.
Clayey materials used as fill should be processed and the largest particle or clod should be less
than 6 inches prior to compaction.
Wheremass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least
100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage
points of the material's optimum moisture content. The portion of the fill/backfill shallower than
10 ft should be compacted as outlined herein.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and
compacting each lift to at least the specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
7.4 Utilities
Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backfilled.
Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over
time of up to about 1 to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines and/or other areas with deep fill.
If utility trenches or other eXcavations extend to or beyond a depth of 5 ft below construction
grade, the contractor or others shall be required to develop an excavation safety plan to protect
personnel entering the excavation or excavation vicinity. The collection of specific geotechnical
data and the development of such a plan, which could include designs for sloping and benching
or various types of temporary shoring, is beyond the scope of this study. Any such designs and
safety plans shall be developed in accordance with current OSHA guidelines and other
applicable industry standards.
14
ALPHA Report No. W200189
7.5 Groundwater
/
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Groundwater was encountered in about half of the borings at depths of about 2 ft to 19 ft below
the ground surface.Shallow groundwater seepage could be encountered from the subsurface
stratigraphy in excavations for foundations, utilities and other general excavations at this site.
The risk of seepage increases with depth of eXcavation and during or after periods of
precipitation. Standard sump pits and pumping may be adequate to control seepage on a local
basis.
In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations and slopes or is near final
grade. In these areas subsurface drains may be required to intercept seasonal groundwater
seepage. The need for these or other dewatering devices should be carefully addressed during
construction. Our office could be contacted to visually observe final grades to evaluate the need
for such drains.
15
ALPHA Report No. W200189
8.0 LIMITATIONS
/
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Professional services provided in this geotechnical exploration were performed, findings
obtained, and recommendations prepared in accordance with generally accepted geotechnical
engineering principles and practices. The scope of services provided herein does not include an
environmental assessment of the site or investigation for the presence or absence of hazardous
materials in the soil, surface water or groundwater. ALPHA, upon written request, can be
retained to provide these services.
ALPHA is not responsible for conclusions, opinions or recommendations made by others based
on this data. Information contained in this report is intended for the exclusive use of the Client
(and their designated design representatives), and is related solely to design of the specific
structures outlined in Section 2.0. No party other than the Client (and their designated design
representatives) shall use or rely upon this report in any manner whatsoever unless such party
shall have obtained ALPHA's written acceptance of such intended use. Any such third party
using this report after obtaining ALPHA's written acceptance shall be bound by the limitations
and limitations of liability contained herein, including ALPHA's liability being limited to the fee
paid to it for this report. Recommendations presented in this report should not be used for design
of any other structures except those specifically described in this report. In all areas of this
report in which ALPHA may provide additional services if requested to do so in writing, it is
presumed that such requests have not been made if not evidenced by a written document
accepted by ALPHA. Further, subsurface conditions can change with passage of time.
Recommendations contained herein are not considered applicable for an extended period of time
after the completion date of this report. It is recommended our office be contacted for a review
of the contents of this report for construction commencing more than one (1) year after
completion of this report. Non-compliance with any of these requirements by the Client or
anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon,
this report.
Recommendations provided in this report are based on our understanding of information
provided by the Client about characteristics of the project. If the Client notes any deviation from
the facts about project characteristics, our office should be contacted immediately since this may
materially alter the recommendations. Further, ALPHA is not responsible for damages resulting
from workmanship of designers or contractors. It is recommended the Owner retain qualified
personnel, such as a Geotechnical Engineering firm, to verify construction is performed in
accordance with plans and specifications.
16
ALPHA Report No. W200189
A-1 METHODS OF FIELD EXPLORATION
�
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Using standard rotary drilling equipment, a total of 44 test borings were performed far this
geotechnical exploration. The approximate locations of the borings are shown on the Boring
Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit ar by
pacing/taping and estimating right angles from landmarks which could be identified in the field
and as shown on the site plan provided during this study. The locations of test borings shown on
the Boring Location Plan are considered accurate only to the degree implied by the methods used
to define them.
Relatively undisturbed samples of the cohesive subsurface materials were obtained by
hydraulically pressing 3-inch O.D. thin-wall sampling tubes into the underlying soils at selected
depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and
evaluated visually. One representative portion of each sample was sealed in a plastic bag for use
in future visual evaluation and possible testing in the labaratory.
A modified version of the Texas Cone Penetration (TCP) test was completed in the field to
determine the apparent in-place strength characteristics of the rock type materials. A 3-inch
diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT
strength correlations. In this case, ALPHA TESTING, INC. has modified the procedure by using
a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the
resistance (strength) of the materials, either the number of blows of the hammer required to provide
12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer
are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference
TxDOT Test Method TEX 132-E, as modified).
Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface
strata encountered using the Unified Soil Classification System. Sampling information, pertinent
field data, and field observations are also included. Samples not consumed by testing will be
retained in our laboratory for at least 14 days and then discarded unless the Client requests
otherwise.
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GEOTECHNICAL EXPLORATION �- APPROXIMATE BORING LOCATION
VENTANA PHASE 5 �1 � p N A,/� T E S T I N�
OFF JERRY DUNN PARKWAY �� �,�L�`'F' �o�mPkove�e�TaeQu�aEo
FORT WORTH, TEXAS U,' H E fi E I T A L L B E G I M 5 �� ���E �� �o �mvaovF�E�T aeQu�aeo
ALPHA PROJECT NO. W200189
�ZO�EIII VOIMPROVEMEATREQUIRED
FIGURE� �'zoNF. ry 4 FT MOISTURF, CONDI'I'IOVINC
BORING LOCATION PLAN - �ND PePUE T�i v��a�►.�.H;u ���eKs
ALPHA Report No. W200189
B-1 METHODS OF LABORATORY TESTING
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Representative samples were evaluated and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216), Atterberg-limit tests (ASTM D 4318) ), percent material passing the No. 200
sieve tests (ASTM D 1140) and dry unit weight determinations were performed on selected
samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket-
penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results
of these laboratory tests are provided on the Log of Boring sheets.
In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further
analyzed by absorption swell tests in general accordance with ASTM D 4546. The swell test is
performed by placing a selected sample in a consolidation machine and applying either the
approximate current or expected overburden pressure and then allowing the sample to absorb
water. When the sample e�ibits very little tendency for further expansion, the height increase is
recorded and the percent free swell and total moisture gain calculated. Results of the absorption
swell tests are provided on the Swell Test Data sheet, Figure 2 included in this Appendix.
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A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: �
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.25 19
3.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
100/
10 4"
13.0
Tan SHALY CLAY 4.5+ 23 69 24 45
15 15.0
Tan LIMESTONE with clay seams and layers 100/
.25"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: z
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.5 16 46 21 25
3.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 1.5"
100/
15 4.5"
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 3
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 9 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 13 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 8
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5+ 12 36 17 19
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1.25"
�
✓
100/
10 0.25"
1
14.0
Gray SHALE with limestone seams and layers 100/
15 3"
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 4
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
°' a o cn " o n o, > � - w. , a�
� J � ] >+ i � N U� C.� N � E � -C c
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): � �' >� � o o E � a� mo �Q o -o � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, . � 3
� �6 �After 8 Hours (ft): 7
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
2.0 21 44 17 27
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
z
100/
10 0.25"
14.0
Gray SHALE with limestone seams and layers 100/
15 1.5"
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 5
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
2.75 0.9 98 25
3.0 21 45 18 27 0.0
4.0
Tan LIMESTONE with clay seams and layers 100/
5 0.75"
100/
10 1"
100/
15 1.25"
16.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 6
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules 2,25 35 67 23 44
2.0
Tan LIMESTONE with clay seams and layers 30
100/
5 0.75"
100/
10 3"
100/
15 1.25"
17.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 7
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 2,25 39 70 23 47
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 1.5"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.25"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 8
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �7 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �$ �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 16
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY 2.25 28 55 20 35
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.5"
100/
10 0.75"
100/
15 1.75"
�
0 17.0
� Gray SHALE with limestone seams and layers
100/
20 20.0 2.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: g
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �7 �' >C� � o o E � a� mo �Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 15
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 2�
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 0.5"
✓
100/
15 2 �'
1 17.0
Gray SHALE
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: � o
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � - �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 16
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 0.5"
✓
100/
15 2'
18.0
� Gray LIMESTONE with shale seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � �
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments 2,0 21 54 19 35
2.0
Tan LIMESTONE with clay seams and layers 12
100/
5 3"
100/
10 2.25"
100/
15 2.5"
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � z
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.0 24 61 22 39
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
100/
10 1"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 �"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: � 3
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 20
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
100/
10 0.25"
12.0
Gray LIMESTONE with shale seams and layers
100/
15 0.25"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: � 4
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 23
clay seams and layers
4.0
Tan LIMESTONE with clay seams and layers 100/
5 1.25"
100/
10 0.75"
12.0
Gray LIMESTONE
100/
15 0.5"
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 5
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone seams and layers 4.25 11 58 21 37
2.0
Tan LIMESTONE with clay seams and layers 9
100/
5 1.25"
100/
10 1.25"
13.0
Gray LIMESTONE
100/
15 0.75"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 6
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 13
clay seams and layers
10
4.0
Tan LIMESTONE with clay seams and layers 100/
5 1.25"
100/
10 0.75"
13.0
Gray LIMESTONE
100/
15 �"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: � 7
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
2.75 22 48 17 31
2.0
Tan CLAY with limestone fragments
4.5+ 11
4.0
Tan LIMESTONE 100/
5 0.75"
100/
10 0.5"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.75"
100/
20 20.0 2.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 8
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �$ >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � - �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
2.75 0.9 87 29 61 23 38
2.0
Tan CLAY with calcareous deposits
4.0 21
5 3.0 0.9 105 20
3.0 20
4.5+ 18
10
13.0
Tan WEATHERED LIMESTONE with clay seams
and layers
100/
15 15.0 6"
Tan CLAY
✓
4.5+ 19
20 20.0
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � g
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 6 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 13 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 10
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY
2.5 24
2.0
Tan CLAY with calcareous deposits
3.0 20 55 17 38 0.0
5 3.0 20
✓
2.25 2.4 122 10
8.0
Tan and Gray SHALY CLAY
3.75 13
10 Z
1
4.5+ 19
15
- with limestone fragments 19' to 20' 100/
20 20.0 5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: zo
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �7 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): 2� �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
a �- - Q- �� p� a o � c aN p-- U '� in .� 3
� �6 �After 8 Hours (ft): 14
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 2 � 29
2.0
Tan WEATHERED LIMESTONE with clay seams 10
and layers
4.0
Tan CLAY with calcareous deposits 2.5 1.3 116 17 32 16 16
5
6.0
Tan LIMESTONE with clay seams and layers
100/
10 1"
`Z
100/
15 1.25"
✓
18.0
Gray LIMESTONE with shale seams and layers
100/
20 1 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 2�
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 6 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 17
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 11
clay seams and layers
3.0 13
Tan CLAY with limestone fragments
4.25 11
5
6.0 4.5+ 9 29 15 14 0.0
Tan LIMESTONE with clay seams and layers
100/
10 1"
100/
15 1.25"
� 16.0
� Gray LIMESTONE
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 22
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments 3.0 22 51 20 31
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 1.5"
100/
15 15.0 �"
Gray LIMESTONE
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: z3
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �7 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 18
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY 3.0 24 44 18 26
2.0
Tan LIMESTONE with clay seams and layers �$
100/
5 0.75"
100/
10 1"
100/
15 1.5"
✓
Z 18.0
� Gray LIMESTONE
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: z4
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY 2.25 24 49 19 30
2.0
Tan LIMESTONE
100/
5 1"
100/
10 0.25"
100/
15 0.5"
16.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 25
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �2 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �8 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 15
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 16
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.5"
100/
10 1.25"
�
100/
15 2 5'
1
100/
20 20.0 3"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 26
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,� � �On Rods (ft): 3 H �, o� �� U� c'� �� � E � �c o
� ZAftel' Drllling (ft): $ �' >� � o o E � a� mo �Q o -o � y a�
� L .
a �- - Q- �� p� a o � c aN p-- U '� in .� 3
� �6 �After 8 Hours (ft): 5
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 1.5 27
2.0
� Tan LIMESTONE with clay seams and layers 12
✓
100/
5 Z 0.25"
6.0
Tan CLAY with calcareous deposits 3.5 26 62 22 40
1 8.0
Tan LIMESTONE with clay seams and layers
100/
10 1.5"
13.0
Tan CLAY with limestone seams and layers
100/
15 2.75"
18.0
Gray CLAY with limestone seams and layers
100/
20 20.0 6"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 27
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 6 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 6.5 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 6
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
15
2.0
Tan LIMESTONE with clay seams and layers ��
100/
5 0.75"
� 6.0
Tan CLAY with limestone fragments
3.0 24
2.75 0.6 1 22 67 22 45
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 1.25"
100/
20 3"
21.0
Gray SHALE with limestone seams and layers
100/
25 25.0 1.5"
TEST BORING TERMINATED AT 25 FT
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 28
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � H >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
2.75 26 59 21 38
2.0
Brown CLAY 2.75 23 52 21 31 0.0
4.0
Tan LIMESTONE with clay seams and layers 100/
5 0.5"
� 8.0 22
Tan and Gray CLAY
4.5+ 24
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 2'
19.0
Gray SHALE with limestone seams and layers 100/
20 0.75"
100/
25 25.0 2"
TEST BORING TERMINATED AT 25 FT
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 29
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �2 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): 15 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 12
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.5 19 35 19 16
2.0
Tan LIMESTONE
100/
5 0.25"
100/
10 0.5"
�
13.0
Gray SHALE with limestone seams and layers
100/
15 1 1.5"
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: 30
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 4"
100/
15 1.5"
18.0
Gray LIMESTONE
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 3�
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
3.5 28
2.0
Tan CLAY with calcareous deposits 3.75 22
4.0 22
5 4.25 20
4.5+ 18 60 19 41 2.8
4.5+ 15
10
13.0
Tan and Gray SHALY CLAY
4.5+ 22 71 24 47 0.3
15
4.5+ 18
20 20.0
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 32
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � 2 >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 10 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 2
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
1.5 31
� 2.0
Tan and Gray CLAY with calcareous deposits
2.25 19
5 2.5 20 43 17 26 0.9
3.0 16
100/
10 1 5'
- with limestone seams and layers at 14' - 15'
15
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 33
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � 2 >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
1.75 33
0 2.0
Tan and Gray CLAY with calcareous deposits
1.75 23
- with limestone fragments at 4' - 6'
5 12
2.0 1.1 117 17 33 16 17 0.0
8.0
Tan LIMESTONE with clay seams and layers
100/
10 1.75"
100/
15 �"
17.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 34
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 15
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.25 16 48 18 30
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 1.25"
✓ 13.0
Gray SHALE with limestone seams and layers
100/
15 2 1.5"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 35
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 21
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.5+ 13
2.0
Tan WEATHERED LIMESTONE fragments with
clay seams and layers
100/
5 1.25"
8.0
Tan and Gray CLAY with calcareous deposits
3.0 31 68 24 44 0.1
10
✓ 13.0
Tan LIMESTONE with clay seams and layers
100/
15 1.25"
18.0
Gray SHALE with limestone seams and layers
100/
20 2.5"
�
100/
25 25.0 � "
TEST BORING TERMINATED AT 25 FT
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 36
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � 2 >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 15 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 2
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
1.5 27 64 23 41
� 2.0
Tan and Gray CLAY
1.5 19
5 3.0 17
6.0
Tan and Gray SHALY CLAY
3.25 21
4.5+ 15 53 18 35 0.5
10
4.5+ 20
15 1
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 3'
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown and Tan CLAY with limestone fragments 1.25 19
2.0
Tan LIMESTONE with clay seams and layers
100/
5 3"
8.0 18
Tan and Gray CLAY with calcareous deposits
4.5+ 20 62 23 39 0.0
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 5'
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 38
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 6 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 17
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 2,25 17
4.0 2•5 0.6 106 20
Tan and Gray CLAY with calcareous deposits
5 2.5 24 71 21 50
3.25 10
8.0
Tan LIMESTONE with clay seams and layers
100/
10 1.5"
100/
15 3"
�
Z
18.0
� Gray SHALE
100/
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 39
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 3 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5+ 17 68 21 47
✓ $
4.0 1.0 22
Tan CLAY with calcareous deposits 2,5 18
5
3.25 22
8.0
Tan and Gray SHALY CLAY
4.5+ 22 76 24 52 0.9
10
4.5+ 23
15
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 2.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: 40
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
2.5 35
2.0
Tan and Gray CLAY with calcareous deposits
1.5 20
5 2.5 20 53 19 34
6.0
Tan and Gray SHALY CLAY
4.5 15
4.5 11
10
4.0 15 54 19 35 0.0
15
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 4'
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with
clay seams and layers 20
2.0
Tan CLAY with calcareous deposits
3.25 21
5 4.0 17 52 18 34 0.1
4.0 17
8.0
Tan and Gray SHALY CLAY
4.5+ 18
10
3.5 18
15
18.0
Gray LIMESTONE
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 4z
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
19
20
4.0
Tan CLAY with calcareous deposits
5 3.75 20
3.25 21
8.0
Tan and Gray SHALY CLAY
4.25 14 56 19 37 0.4
10
13.0
Tan LIMESTONE with clay seams and layers 100/
1.25"
15
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 43
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �$ >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � - �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Light Brown CLAY with calcareous deposits
2.0 24
3.25 1.4 100 22 56 19 37
4.0
Tan and Gray CLAY with calcareous deposits
5 3.0 24
7.0 2.75 18
Tan WEATHERED LIMESTONE with clay seams $
and layers
100/
10 5.5"
13.0
Light Brown CLAY with limestone seams and 3.25 17
layers
100/
15 2.5"
✓ 18.0
� Tan LIMESTONE
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 44
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown and Brown CLAY
1.5 24
2.0
Tan CLAY with calcareous deposits and sand
2.0 57 23 35 17 18
5 2.0 24
7.0
Tan WEATHERED LIMESTONE with clay seams 11
and layers
100/
10 5.5"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 2.5"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
ALPHA/�
�
TESTING
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
WHERE IT ALL BEGINS
SOIL & ROCK SYMBOLS
� (CH), High Plasticity CLAY
� (CL), Low Plasticity CLAY
� (SC), CLAYEY SAND
� (SP), Poorly Graded SAND
� (SW), Well Graded SAND
� (SM), SILTY SAND
� (ML), SILT
� (MH), Elastic SILT
� LIMESTONE
� SHALE / MARL
� SANDSTONE
o � (GP), Poorly Graded GRAVEL
�' (GW), Well Graded GRAVEL
� (GC), CLAYEY GRAVEL
� (GM), SILTY GRAVEL
� (OL), ORGANIC SILT
� (OH), ORGANIC CLAY
� FILL
SAMPLING SYMBOLS
■SHELBY TUBE (3" OD except where
noted otherwise)
�SPLIT SPOON (2" OD except where
noted otherwise)
� AUGER SAMPLE
� TEXAS CONE PENETRATION
❑ROCK CORE (2" ID except where
noted otherwise)
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft�
VERYLOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
0 TO 4
5 TO 10
11 TO 30
31 TO 50
OVER 50
SHEAR STRENGTH OF COHESIVE SOILS (tsf�
VERY SOFT
SOFT
FIRM
STIFF
VERY STIFF
HARD
LESS THAN 0.25
0.25 TO 0.50
0.50 TO 1.00
1.00 TO 2.00
2.00 TO 4.00
OVER 4.00
RELATIVE DEGREE OF PLASTICITY (PI�
LOW
MEDIUM
HIGH
VERY HIGH
4 TO 15
16 TO 25
26 TO 35
OVER 35
RELATIVE PROPORTIONS (%�
TRACE
LITTLE
SOME
AND
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETERI
BOULDERS
COBBLES
COARSE GRAVEL
FINE GRAVEL
COURSE SAND
MEDIUM SAND
FINE SAND
SILT
CLAY
8.0" OR LARGER
3.0" TO 8.0"
0.75" TO 3.0"
5.OmmT03.0"
2.OmmT05.Omm
0.4mmT05.Omm
0.07mmT00.4mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
RLPHA��
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TESTING
WHERE IT ALL BEGINS
March 20, 2020
PMB Ventana Developer, LLC
4001 Maple Avenue, Suite 600
Dallas, Texas 75219
Attention: Mr. Peter Pincoffs
Geotechnicul
C'OI1S/Yl/CIIOIT !�'%l(�C'YlRIS
Em�ironnrenlnl
TBPE Firn: No. 813
Re: Pavement Recommendations
Ventana Phase 5
Off Jerry Dunn Parkway
Fort Worth, Texas
ALPHA Report No. W200189-A
5058 Brush Creek Road Tel: 817-496-5600
Fort Worth, Texas 76119 Fax: 817-496-5608
www. alphatesting. com
Submitted herein are the recommended pavement sections for the proposed subdivision (Ventana
Phase 5) generally located about '/z mile west of Jerry Dunn Parkway and about 3/4 mile south of
Aledo Road in Fort Worth, Texas. This study was authorized by Mr. Peter Pincoffs on January
17, 2020 and performed in accordance with ALPHA Proposal No. 75298 dated January 17, 2020.
Additional recommendations for foundations and retaining walls will be issued under separate
reports.
The purpose of this study is to develop pavement sections for the planned streets in the subject
subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015).
We understand the proposed streets within the subdivision could be classified as "Residential-
Urban", "Collector" or "Arterial", as described in the referenced manual.
PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to
evaluate for PMB Ventana Developer, LLC (Client) some of the physical and engineering
properties of subsurface materials at selected locations on the subject site with respect to
formulation of appropriate geotechnical design parameters for the proposed pavement. The field
exploration was accomplished by securing subsurface samples from widely spaced test borings
performed across the expanse of the site. Engineering analyses were performed from results of
the field exploration and results of laboratory tests performed on representative samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction.
This information can be used to evaluate subsurface conditions and to aid in ascertaining
construction meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
different times of the year. The scope of work may not fully define the variability of subsurface
materials and conditions that are present on the site.
ALHA Report No. W200189-A
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The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on-site observations and possibly other tests.
SUMMARY OF RECOMMENDATIONS
Table A contains a summary of pavement section requirements for proposed streets at the subject
proj ect.
TABLE A
Summary of Pavement Section Requirements
Street Classification Residential -Urban Collector Arterial
PCC Pavement Thickness(in) placed 6 7'/z 10
on lime stabilized subgrade soil
28-day Concrete Compressive Strength (psi) 3,600 3,600 3,600
Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime
Application Rate (lbs per sq yd) 30 36 36
Reinforcing Bar No. 3 3 4
Reinforcing Bar Spacing (in) 18 18 18
Recommendations and analyses used to develop the summary in Table A are provided further in
this report.
FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling a total of 44 test borings, 41 test
borings were drilled to a depth of about 20 ft each and three (3) test borings were drilled to a
depth of about 25 ft each. The test borings were performed in general accordance with ASTM D
420 using standard rotary drilling equipment. The approximate location of each boring is shown
on the attached Boring Location Plan, Figure 1.
Subsurface types encountered during the field exploration are presented on the attached Log of
Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's
interpretation of conditions believed to exist between actual samples retrieved. Therefore, the
boring logs contain both factual and interpretive information. Lines delineating subsurface strata
on the boring logs are approXimate and the actual transition between strata may be gradual.
LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for pavement sections design
and earthwork construction. The following laboratory tests were performed to facilitate
pavement section recommendations:
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ALHA Report No. W200189-A
• Moisture Content (ASTM D 2216)
• Atterberg-Limits (ASTM D 4318)
• Unconfined Compressive Strength (ASTM D 2166)
• Sulfate Content (TX-145-E Part I�
• Lime Series (Plasticity Index vs. Lime Content)
GENERAL SUBSURFACE CONDITIONS
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Based on geological maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the Kiamichi formation, adjacent to the
mapped interface with the Duck Creek Limestone formation on the west side. The undivided
Goodland Limestone and Walnut Clay formation is also mapped near the eastern limits of the
site. These formations generally consist of limestone with marl (limey shale) layers. Residual
overburden soils associated with these formations generally consist of clay soils characterized by
low to high shrink/swell potential. Subsurface conditions at geological interfaces can be highly
variable as indicated on the attached boring logs.
Subsurface conditions encountered in about three quarters of the borings generally consisted of
clay and/or shaly clay to depths of about 2 ft to 18 ft below the ground surface underlain by
limestone and/or shale extending to the 20 ft or 25 ft termination depths of the borings.
Limestone and/or shale was encountered at the surface in Borings 9, 10, 13, 14, 16 and 25 which
extended to the 20 ft termination depth. Subsurface conditions encountered in Borings 18, 19
and 31 generally consisted of clay and shaly clay extending to the 20 ft termination depth of the
borings. Subsurface conditions encountered in Boring 26 generally consisted of alternating
layers of clay and limestone eXtending to the 20 ft termination depth of the boring. Weathered
limestone was encountered at the surface in Borings 21 and 41 to a depth of about 2 ft underlain
by clay to respective depths of about 6 ft and 18 ft. Limestone was then encountered eXtending
to the 20 ft termination depth of the borings. Layers of weathered limestone and/or limestone
about 2 ft to 10 ft thick were encountered between the clay and/or shaly clay layers in Borings 1,
18, 20, 27, 28, 35, 37 and 43 at depths of about 2 ft to 13 ft. More detailed stratigraphic
information is presented on the attached Log of Boring sheets.
Most of the materials encountered in the borings are considered relatively impermeable and are
anticipated to have a relatively slow response to water movement. Therefore, several days of
observation would be required to evaluate actual groundwater levels within the depths explored.
Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on
the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics.
Free groundwater was encountered in about one-half of the borings at depths of about 2 ft to 21
ft below the ground surface. It is common to encounter seasonal groundwater from natural
fractures within the clayey matrix, at the soil/rock (limestone and/or shale) interface or from
fractures in the rock (limestone and/or shale), particularly during or after periods of precipitation.
If more detailed groundwater information is required, monitoring wells or piezometers can be
installed.
Further details concerning subsurface materials and conditions encountered can be obtained from
the attached boring logs.
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ALHA Report No. W200189-A
ENGINEERING ANALYSIS AND RECOMENDATIONS
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Calculations used to determine the required pavement thickness are based only on the physical
and engineering properties of the materials and conventional thickness determination procedures.
Related civil design factors such as subgrade drainage, shoulder support, cross-sectional
configurations, surface elevations, joint design and environmental factors will significantly affect
the service life and must be included in preparation of the construction drawings and
specifications but were not included in the scope of this study. Normal periodic maintenance
will be required for all pavement to achieve the design life of the pavement system.
Pavement Sub�rade Preparation
Review of grading plans prepared by LJA Engineering, Inc. (Project No. NT840-0002 Sheets 6
through 10, dated March 2020) indicate the site generally slopes down to the east about 70 ft
(Appx. Elev. 885 ft to 815 ft). These grading plans also indicate cuts and fills of up to 19 ft will
be required to achieve final grade in the building pad areas. Based on review of the borings, it is
eXpected the pavement subgrade could consist of clay or similar onsite materials used for grading
the site. Limestone could be exposed at the surface in some areas. Since the subgrade
conditions and required treatments could vary along the proposed road alignment, ALPHA
should be retained to observe construction to verify conditions are as expected. Also, we should
be provided with the final grading plan for review prior to construction to verify or modify in
writing the recommendations contained in this report.
The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for
Residential Urban and Collector/Arterial streets, respectively and miXed with a minimum 30 lbs
per sq yard of hydrated lime (by dry soil weight) for Residential Urban streets and 36 lbs per sq
yard for Collector and Arterial streets in conformance with TXDOT Standard Specifications Item
260. The recommended application rate for Residential-Urban streets is the minimum required
by the City of Fort Worth. The recommended application rate for Collector/Arterial streets
equates to about 6 percent based on a dry soil unit weight of 100 pc£ The results of lime series
tests performed on representative clay samples are attached (Figure 4).
We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the
pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of
pavement. The soil-lime miXture should be compacted to at least 95 percent of standard Proctor
maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the
miXture's optimum moisture content. In all areas where hydrated lime is used to stabilize
subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity
index of the soil-lime mixture is at/or below 15.
Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal
movement of the underlying untreated materials. Pavement and other flatwork constructed at
final grades could experience soil-related potential seasonal movements of up to about 6 inches
depending on the depth of limestone from final grade as discussed in the referenced foundation
report (ALPHA Report No. W200189).
Lime stabilization of the pavement subgrade is not required where the pavement subgrade
consists of limestone. In pavement areas where limestone is exposed after final subgrade
elevation is achieved, on-site lime stabilized clay cuttings, on-site processed limestone cuttings,
4
ALHA Report No. W200189-A
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or flexible base material could be used as a leveling course (as needed) to provide a smooth
surface for placement of the pavement.
A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our
eXperience with similar projects, we anticipate the CBR for native subgrade material is estimated
to be between 2.0 and 3.0. Following improvement with lime, the CBR value for the lime
stabilized clayey soils is eXpected to be at least 10.
Portland Cement Concrete Pavement Section
Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed
by American Concrete Pavement Association), the following design parameters were used in
analyses of the PCC pavement section.
• Compressive strength of concrete 3,600 psi at 28 days
• Modulus of Elasticity 4,000,000 psi
• Modulus of Rupture 620 psi
• Modulus of Subgrade Reaction* 280 pci
• Load Transfer Co-efficient 3.0
• Drainage Coefficient 1.0
• Initial PSI 4.5
• Terminal PSI for 2.0 (Residential Urban)
2.25 (Collector)
2.5 (Arterial)
• Standard Deviation 0.39
• Reliability 85 percent
*Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous
section.
Using the Street Classification of "Residential-Urban" as described in the referenced Fort Worth
Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent
Single Axle Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual
traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the
Residential Urban street pavement to be about 930,000.
Using the Street Classification of "Collector" as described in the referenced Fort Worth
Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single
Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic
growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement
to be about 3,000,000.
Using the Street Classification of "Arterial" as described in the referenced Fort Worth Pavement
Design Manual, the annual traffic volume will be about 300,000 Equivalent Single AXIe Loads
(ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth.
Based on this, we estimate the cumulative ESALs over the design life of the pavement to be
about 13,000,000.
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ALHA Report No. W200189-A
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If the actual expected traffic volume is different than used for our analysis herein, our office
should be provided with the actual expected traffic volume so that we can re-evaluate our
recommendations.
Based on the subgrade preparations recommended herein, the projected traffic volume and stated
design parameters, a minimum 6-inch section of Portland cement concrete is required for
Residential Urban classified streets, a minimum 7'/z-inch section of Portland cement concrete is
required for Collector classified streets and a minimum 10-inch section of Portland cement
concrete is required for Arterial classified streets at this project.
PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section
should be placed over a properly prepared subgrade as discussed herein. Concrete should be
designed with 5� 1 percent entrained air. Reinforcing steel for concrete pavement should be in
accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw-cutting in
concrete should be in accordance with Section Four of the referenced Pavement Design Manual.
Draina�e and Maintenance
Routine maintenance, including sealing of cracks and joints should be performed over the life of
the pavement. Adequate drainage should be provided to reduce seasonal variations in the
moisture content of subgrade soils. Maintaining positive surface drainage throughout the life
of the pavement is essential.
Soluble Sulfates
A total of two (2) samples obtained from the borings were tested for soluble sulfate
concentrations. Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are
summarized in Table B.
TABLE B
Soluble Sulfates
Sample Boring Depth, Soluble Sulfate,
No. No. ft Material Type m/K ( m
1 31 0-2 Dark Brown CLAY 24
2 44 0-2 Dark Brown and Brown CLAY 24
Based on the results of laboratory testing, the soluble sulfate content measured in the samples
tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of
soluble sulfates in soil are typically very localized and concentrations in other areas of the site
could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed
along the pavement subgrade during construction. During construction, experienced
geotechnical personnel should make close observations for possible sulfate reactions.
GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to
observe construction procedures and materials.
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ALHA Report No. W200189-A
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Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our
observations based on our experience and understanding of the project characteristics and
subsurface conditions encountered in the borings.
Site Preparation and Grading
Limestone was encountered at the surface or within 4 ft of the ground surface in most of the
borings. We expect limestone will encountered during grading and general excavation at this
site. From our experience, this limestone can be hard and difficult to eXcavate. Rock eXcavation
methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be
required to remove the limestone. Crushing equipment may be required to process this limestone
if it is desired to use this material as compacted fill on the site. The contractor selected should
have experience with eXcavation in hard limestone.
All areas supporting pavement or areas to receive new fill should be properly prepared.
After completion of the necessary stripping, clearing, and excavating and prior to placing any
required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any
undesirable material (organic material, wet, soft, or loose soil) still in place should be removed.
The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired
roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for
pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof-rolling
procedures should be observed routinely by a Professional Engineer or his designated
representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from
the proof-roll should be removed and replaced with well-compacted material as outlined in the
Fill Compaction section.
Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth
of 6 inches and recompacted as outlined in the Fill Compaction section.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the eXisting slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
eXisting soils and new fill materials, reduce potential sliding planes, and allow relatively
horizontal lift placements.
Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess
of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total
fill thickness. This should be considered when planning or placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site
safety is the sole responsibility of the contractor, who shall also be solely responsible for the
7
ALHA Report No. W200189-A
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means, methods and sequencing of construction operations. The contractor should also be aware
that slope height, slope inclination or excavation depths (including utility trench excavations)
should in no case eXceed those specified in local, state and/or federal safety regulations, such as
OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy
equipment (including heavy compaction equipment) may create pumping and general
deterioration of shallow soils. Therefore, some construction difficulties should be anticipated
during periods when these soils are saturated.
Fill Compaction
The following compaction recommendations pertain to general filling and site grading. The
pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation
section.
Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor
maximum dry density. The compacted moisture content of the processed limestone is not
considered crucial to proper performance. However, if the material's moisture content during
placement is within 3 percentage points of optimum, the compactive effort required to achieve
the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches
in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the
bottom of pavement, the maXimum allowable size of individual rock pieces should be reduced to
3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the
presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing
a standard No. 4 sieve is recommended.
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 6
percentage points above optimum.
Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95
percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1
percentage point below to 3 percentage points above the material's optimum moisture content.
Clayey soils used as fill should be processed and the largest particle or clod should be less than 6
inches prior to compaction.
8
ALHA Report No. W200189-A
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Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as outlined herein.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and
compacting each lift to at least the specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or
steeper and greater than 5 ft in height, field density and moisture content tests should be
performed on each lift.
Utilities
Where utility lines are deeper than 10 ft, the filUbackfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backfilled.
Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over
time of up to about 1 to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines and/or other areas with deep fill.
If utility trenches or other eXcavations extend to or beyond a depth of 5 ft below construction
grade, the contractor or others shall be required to develop an excavation safety plan to protect
personnel entering the excavation or excavation vicinity. The collection of specific geotechnical
data and the development of such a plan, which could include designs for sloping and benching
or various types of temporary shoring, is beyond the scope of this study. Any such designs and
safety plans shall be developed in accordance with current OSHA guidelines and other
applicable industry standards.
Groundwater
Groundwater was encountered in about half of the borings at depths of about 2 ft to 18 ft below
the ground surface. From our experience, shallow groundwater seepage could be encountered
from the subsurface stratigraphy in excavations for pavement, utilities and other general
excavations at this site. The risk of seepage increases with depth of excavation and during or
after periods of precipitation. Standard sump pits and pumping may be adequate to control
seepage on a local basis.
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ALHA Report No. W200189-A
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In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations and slopes or is near final
grade. In these areas subsurface drains may be required to intercept seasonal groundwater
seepage. The need for these or other dewatering devices should be carefully addressed during
construction. Our office could be contacted to visually observe final grades to evaluate the need
for such drains.
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ALHA Report No. W200189-A
LIMITATIONS
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Professional services provided in this geotechnical eXploration were performed, findings
obtained, and recommendations prepared in accordance with generally accepted geotechnical
engineering principles and practices. The scope of services provided herein does not include an
environmental assessment of the site or investigation for the presence or absence of hazardous
materials in the soil, surface water or groundwater. ALPHA, upon written request, can be
retained to provide same.
ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations
made by others based on this data. Information contained in this report is intended for the
exclusive use of the Client (and their designated design representatives), and is related solely to
design of the specific structures outlined on the cover page of this report. No party other than the
Client (and their designated design representatives) shall use or rely upon this report in any
manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such
intended use. Any such third party using this report after obtaining ALPHA's written acceptance
shall be bound by the limitations and limitations of liability contained herein, including
ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented
in this report should not be used for design of any other structures eXcept those specifically
described in this report. In all areas of this report in which ALPHA may provide additional
services if requested to do so in writing, it is presumed that such requests have not been made if
not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can
change with passage of time. Recommendations contained herein are not considered applicable
for an extended period of time after the completion date of this report. It is recommended our
office be contacted for a review of the contents of this report for construction commencing more
than one (1) year after completion of this report. Non-compliance with any of these
requirements by the Client or anyone else shall release ALPHA from any liability resulting from
the use of, or reliance upon, this report.
Recommendations provided in this report are based on our understanding of information
provided by the Client about characteristics of the project. If the Client notes any deviation from
the facts about project characteristics, our office should be contacted immediately since this may
materially alter the recommendations. Further, ALPHA TESTING, INC. is not responsible for
damages resulting from workmanship of designers or contractors and it is recommended the
Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify
construction is performed in accordance with plans and specifications.
11
ALHA Report No. W200189-A
CLOSURE
We appreciate the opportunity to be of service
comments.
Sincerely,
ALPHA TESTING, INC.
�iuz��— 111�—
Karina Cohuo
Geotechnical Project Manager
BJH/kc
Copies: (1-PDF) Client
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Please contact us with any questions or
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March 20, 2020
Attachments: Boring Location Plan — Figure 1
Mechanical Lime Series — Figure 2
WinPAS Analysis Results
Log of Borings
Key to Soil Symbols and Classificarions
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Brian J. Hoyt, P.E.
Geotechnical Department Manager
12
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{
B-5 , � � . . _ �
B-14 , B-28 ' � ' B-37 B-43
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� B-13 B-21 ti`'.. B 32' :�
I �1 '
B'3 � _ . ' � .` f ' f -- _.��,, �,
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� "� B-26 ���3
B-12 B-20 �
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i � � --�
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GEOTECHNICAL EXPLORATION � � � � � � � � � � I � � � APPROXIMATE BORING LOCATION
PAVEMENT RECOMMENDATIONS �
VENTANA PHASE 5
OFF JERRY DLJNN PARKWAY �,' H E A E I T A L L A E� I N 5
ALPHA PROJECT NO. W200189-A
FIGURE 1
BORING LOCATION PLAN
ALPHA/�TESTING
�
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W200189 I Date: 03/10/20
% Lime 0% 2% 4% 6% 8%
PI 31 21 15 10 5
70
65
60
55
50
45
40
a 35
30
25
20
15
10
5
0
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 2
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Residential Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
Design ESALs
Reliability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
5.91 inches
930,000
85.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficient, Cd
Initial Serviceability
Terminal Serviceability
3.00
280 psi/in
1.00
4.50
2.00
Modulus of Subarade Reaction (k-valuel Determination
Resilient Modulus of the Subgrade
Resilient Modulus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Value (0,1,2,3)
Modulus of Subgrade Reaction 280.00 psi/in
0.0 psi
0.0 psi
0.00 inches
0.00 feet
0.0
Thursday, April 23, 2015 1:12:04PM Engineer:
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Collector Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
Design ESALs
Reliability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
7.52 inches
3,000,000
85.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficient, Cd
Initial Serviceability
Terminal Serviceability
3.00
280 psi/in
1.00
4.50
2.25
Modulus of Subarade Reaction (k-valuel Determination
Resilient Modulus of the Subgrade
Resilient Modulus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Value (0,1,2,3)
Modulus of Subgrade Reaction 280.00 psi/in
0.0 psi
0.0 psi
0.00 inches
0.00 feet
0.0
Thursday, April 23, 2015 1:11:04PM Engineer:
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Arterial Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
Design ESALs
Reliability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
9.87 inches
13,000,000
85.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficient, Cd
Initial Serviceability
Terminal Serviceability
3.00
280 psi/in
1.00
4.50
2.50
Modulus of Subarade Reaction (k-valuel Determination
Resilient Modulus of the Subgrade
Resilient Modulus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Value (0,1,2,3)
Modulus of Subgrade Reaction 280.00 psi/in
0.0 psi
0.0 psi
0.00 inches
0.00 feet
0.0
Thursday, April 23, 2015 1:09:59PM Engineer:
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: �
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.25 19
3.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
100/
10 4"
13.0
Tan SHALY CLAY 4.5+ 23 69 24 45
15 15.0
Tan LIMESTONE with clay seams and layers 100/
.25"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: z
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.5 16 46 21 25
3.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 1.5"
100/
15 4.5"
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 3
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 9 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 13 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 8
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5+ 12 36 17 19
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1.25"
�
✓
100/
10 0.25"
1
14.0
Gray SHALE with limestone seams and layers 100/
15 3"
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 4
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
°' a o cn " o n o, > � - w. , a�
� J � ] >+ i � N U� C.� N � E � -C c
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): � �' >� � o o E � a� mo �Q o -o � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, . � 3
� �6 �After 8 Hours (ft): 7
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
2.0 21 44 17 27
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
z
100/
10 0.25"
14.0
Gray SHALE with limestone seams and layers 100/
15 1.5"
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 5
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
2.75 0.9 98 25
3.0 21 45 18 27 0.0
4.0
Tan LIMESTONE with clay seams and layers 100/
5 0.75"
100/
10 1"
100/
15 1.25"
16.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 6
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules 2,25 35 67 23 44
2.0
Tan LIMESTONE with clay seams and layers 30
100/
5 0.75"
100/
10 3"
100/
15 1.25"
17.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 7
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 2,25 39 70 23 47
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 1.5"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.25"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 8
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �7 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �$ �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 16
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY 2.25 28 55 20 35
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.5"
100/
10 0.75"
100/
15 1.75"
�
0 17.0
� Gray SHALE with limestone seams and layers
100/
20 20.0 2.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: g
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �7 �' >C� � o o E � a� mo �Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 15
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 2�
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 0.5"
✓
100/
15 2 �'
1 17.0
Gray SHALE
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: � o
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/24/2020 End Date: 2/24/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � - �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 16
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 0.5"
✓
100/
15 2'
18.0
� Gray LIMESTONE with shale seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � �
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments 2,0 21 54 19 35
2.0
Tan LIMESTONE with clay seams and layers 12
100/
5 3"
100/
10 2.25"
100/
15 2.5"
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � z
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.0 24 61 22 39
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
100/
10 1"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 �"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: � 3
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 20
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1"
100/
10 0.25"
12.0
Gray LIMESTONE with shale seams and layers
100/
15 0.25"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: � 4
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 23
clay seams and layers
4.0
Tan LIMESTONE with clay seams and layers 100/
5 1.25"
100/
10 0.75"
12.0
Gray LIMESTONE
100/
15 0.5"
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 5
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone seams and layers 4.25 11 58 21 37
2.0
Tan LIMESTONE with clay seams and layers 9
100/
5 1.25"
100/
10 1.25"
13.0
Gray LIMESTONE
100/
15 0.75"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 6
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 13
clay seams and layers
10
4.0
Tan LIMESTONE with clay seams and layers 100/
5 1.25"
100/
10 0.75"
13.0
Gray LIMESTONE
100/
15 �"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: � 7
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
2.75 22 48 17 31
2.0
Tan CLAY with limestone fragments
4.5+ 11
4.0
Tan LIMESTONE 100/
5 0.75"
100/
10 0.5"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.75"
100/
20 20.0 2.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 8
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �$ >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � - �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
2.75 0.9 87 29 61 23 38
2.0
Tan CLAY with calcareous deposits
4.0 21
5 3.0 0.9 105 20
3.0 20
4.5+ 18
10
13.0
Tan WEATHERED LIMESTONE with clay seams
and layers
100/
15 15.0 6"
Tan CLAY
✓
4.5+ 19
20 20.0
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � g
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 6 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 13 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 10
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY
2.5 24
2.0
Tan CLAY with calcareous deposits
3.0 20 55 17 38 0.0
5 3.0 20
✓
2.25 2.4 122 10
8.0
Tan and Gray SHALY CLAY
3.75 13
10 Z
1
4.5+ 19
15
- with limestone fragments 19' to 20' 100/
20 20.0 5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: zo
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/21/2020 End Date: 2/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �7 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): 2� �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
a �- - Q- �� p� a o � c aN p-- U '� in .� 3
� �6 �After 8 Hours (ft): 14
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 2 � 29
2.0
Tan WEATHERED LIMESTONE with clay seams 10
and layers
4.0
Tan CLAY with calcareous deposits 2.5 1.3 116 17 32 16 16
5
6.0
Tan LIMESTONE with clay seams and layers
100/
10 1"
`Z
100/
15 1.25"
✓
18.0
Gray LIMESTONE with shale seams and layers
100/
20 1 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 2�
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 6 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 17
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 11
clay seams and layers
3.0 13
Tan CLAY with limestone fragments
4.25 11
5
6.0 4.5+ 9 29 15 14 0.0
Tan LIMESTONE with clay seams and layers
100/
10 1"
100/
15 1.25"
� 16.0
� Gray LIMESTONE
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 22
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments 3.0 22 51 20 31
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 1.5"
100/
15 15.0 �"
Gray LIMESTONE
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: z3
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �7 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 18
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY 3.0 24 44 18 26
2.0
Tan LIMESTONE with clay seams and layers �$
100/
5 0.75"
100/
10 1"
100/
15 1.5"
✓
Z 18.0
� Gray LIMESTONE
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: z4
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY 2.25 24 49 19 30
2.0
Tan LIMESTONE
100/
5 1"
100/
10 0.25"
100/
15 0.5"
16.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 25
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �2 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �8 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 15
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with 16
clay seams and layers
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.5"
100/
10 1.25"
�
100/
15 2 5'
1
100/
20 20.0 3"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 26
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,� � �On Rods (ft): 3 H �, o� �� U� c'� �� � E � �c o
� ZAftel' Drllling (ft): $ �' >� � o o E � a� mo �Q o -o � y a�
� L .
a �- - Q- �� p� a o � c aN p-- U '� in .� 3
� �6 �After 8 Hours (ft): 5
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 1.5 27
2.0
� Tan LIMESTONE with clay seams and layers 12
✓
100/
5 Z 0.25"
6.0
Tan CLAY with calcareous deposits 3.5 26 62 22 40
1 8.0
Tan LIMESTONE with clay seams and layers
100/
10 1.5"
13.0
Tan CLAY with limestone seams and layers
100/
15 2.75"
18.0
Gray CLAY with limestone seams and layers
100/
20 20.0 6"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 27
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/26/2020 End Date: 2/26/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 6 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 6.5 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 6
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
15
2.0
Tan LIMESTONE with clay seams and layers ��
100/
5 0.75"
� 6.0
Tan CLAY with limestone fragments
3.0 24
2.75 0.6 1 22 67 22 45
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 1.25"
100/
20 3"
21.0
Gray SHALE with limestone seams and layers
100/
25 25.0 1.5"
TEST BORING TERMINATED AT 25 FT
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 28
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � H >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
2.75 26 59 21 38
2.0
Brown CLAY 2.75 23 52 21 31 0.0
4.0
Tan LIMESTONE with clay seams and layers 100/
5 0.5"
� 8.0 22
Tan and Gray CLAY
4.5+ 24
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 2'
19.0
Gray SHALE with limestone seams and layers 100/
20 0.75"
100/
25 25.0 2"
TEST BORING TERMINATED AT 25 FT
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 29
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �2 >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): 15 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 12
� � - - �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.5 19 35 19 16
2.0
Tan LIMESTONE
100/
5 0.25"
100/
10 0.5"
�
13.0
Gray SHALE with limestone seams and layers
100/
15 1 1.5"
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: 30
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 4"
100/
15 1.5"
18.0
Gray LIMESTONE
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 3�
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�2��2�2� End Date: 2�2��2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
3.5 28
2.0
Tan CLAY with calcareous deposits 3.75 22
4.0 22
5 4.25 20
4.5+ 18 60 19 41 2.8
4.5+ 15
10
13.0
Tan and Gray SHALY CLAY
4.5+ 22 71 24 47 0.3
15
4.5+ 18
20 20.0
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 32
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � 2 >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 10 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 2
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
1.5 31
� 2.0
Tan and Gray CLAY with calcareous deposits
2.25 19
5 2.5 20 43 17 26 0.9
3.0 16
100/
10 1 5'
- with limestone seams and layers at 14' - 15'
15
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 33
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � 2 >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
1.75 33
0 2.0
Tan and Gray CLAY with calcareous deposits
1.75 23
- with limestone fragments at 4' - 6'
5 12
2.0 1.1 117 17 33 16 17 0.0
8.0
Tan LIMESTONE with clay seams and layers
100/
10 1.75"
100/
15 �"
17.0
Gray SHALE with limestone seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 34
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 15
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.25 16 48 18 30
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 1.25"
✓ 13.0
Gray SHALE with limestone seams and layers
100/
15 2 1.5"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 35
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/25/2020 End Date: 2/25/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 3 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 21
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.5+ 13
2.0
Tan WEATHERED LIMESTONE fragments with
clay seams and layers
100/
5 1.25"
8.0
Tan and Gray CLAY with calcareous deposits
3.0 31 68 24 44 0.1
10
✓ 13.0
Tan LIMESTONE with clay seams and layers
100/
15 1.25"
18.0
Gray SHALE with limestone seams and layers
100/
20 2.5"
�
100/
25 25.0 � "
TEST BORING TERMINATED AT 25 FT
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 36
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
�J � 2 >' T �� N U� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): 15 �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 2
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
1.5 27 64 23 41
� 2.0
Tan and Gray CLAY
1.5 19
5 3.0 17
6.0
Tan and Gray SHALY CLAY
3.25 21
4.5+ 15 53 18 35 0.5
10
4.5+ 20
15 1
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 3'
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown and Tan CLAY with limestone fragments 1.25 19
2.0
Tan LIMESTONE with clay seams and layers
100/
5 3"
8.0 18
Tan and Gray CLAY with calcareous deposits
4.5+ 20 62 23 39 0.0
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 5'
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 38
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � � 6 >+ �, � � N ii � ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After 8 Hours (ft): 17
� � - — �� X� � o� o o�� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 2,25 17
4.0 2•5 0.6 106 20
Tan and Gray CLAY with calcareous deposits
5 2.5 24 71 21 50
3.25 10
8.0
Tan LIMESTONE with clay seams and layers
100/
10 1.5"
100/
15 3"
�
Z
18.0
� Gray SHALE
100/
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 39
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� J � 3 >' T �� N ii� ��� � � � � -C o
� �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5+ 17 68 21 47
✓ $
4.0 1.0 22
Tan CLAY with calcareous deposits 2,5 18
5
3.25 22
8.0
Tan and Gray SHALY CLAY
4.5+ 22 76 24 52 0.9
10
4.5+ 23
15
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 2.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: 40
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown CLAY
2.5 35
2.0
Tan and Gray CLAY with calcareous deposits
1.5 20
5 2.5 20 53 19 34
6.0
Tan and Gray SHALY CLAY
4.5 15
4.5 11
10
4.0 15 54 19 35 0.0
15
18.0
Gray SHALE with limestone seams and layers
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 4'
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Tan WEATHERED LIMESTONE fragments with
clay seams and layers 20
2.0
Tan CLAY with calcareous deposits
3.25 21
5 4.0 17 52 18 34 0.1
4.0 17
8.0
Tan and Gray SHALY CLAY
4.5+ 18
10
3.5 18
15
18.0
Gray LIMESTONE
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 4z
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2�28�2�2� End Date: 2�28�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
19
20
4.0
Tan CLAY with calcareous deposits
5 3.75 20
3.25 21
8.0
Tan and Gray SHALY CLAY
4.25 14 56 19 37 0.4
10
13.0
Tan LIMESTONE with clay seams and layers 100/
1.25"
15
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: 43
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
� � � �$ >+ �, �� a� U� c'.� �a� � E � -c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): �9 �' >C� � o o E � a� mo �•Q o -a � y a�
� L .
�- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � - �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Light Brown CLAY with calcareous deposits
2.0 24
3.25 1.4 100 22 56 19 37
4.0
Tan and Gray CLAY with calcareous deposits
5 3.0 24
7.0 2.75 18
Tan WEATHERED LIMESTONE with clay seams $
and layers
100/
10 5.5"
13.0
Light Brown CLAY with limestone seams and 3.25 17
layers
100/
15 2.5"
✓ 18.0
� Tan LIMESTONE
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 44
� Foi9 Wortll, Te,rns 76! 19
Phone: 817-49G-5600 Sheet 1 of 1
F�,.r: sr�-a9�-shns pROJECT NO.: W200189
W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn
Client: PMB Ventana Developer, LLC Location: Fort Worth, TX
Project: Ventana Phase 5 Surface Elevation:
Start Date: 2/20/2020 End Date: 2/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x
,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o
� �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _
ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y �
� L .
�- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3
� �6 �After Hours (ft):
� � — �� X� � o� o o� � � a m �
�a � � Z � � �
MATERIAL DESCRIPTION
Dark Brown and Brown CLAY
1.5 24
2.0
Tan CLAY with calcareous deposits and sand
2.0 57 23 35 17 18
5 2.0 24
7.0
Tan WEATHERED LIMESTONE with clay seams 11
and layers
100/
10 5.5"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 2.5"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
ALPHA/�
�
TESTING
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
WHERE IT ALL BEGINS
SOIL & ROCK SYMBOLS
� (CH), High Plasticity CLAY
� (CL), Low Plasticity CLAY
� (SC), CLAYEY SAND
� (SP), Poorly Graded SAND
� (SW), Well Graded SAND
� (SM), SILTY SAND
� (ML), SILT
� (MH), Elastic SILT
� LIMESTONE
� SHALE / MARL
� SANDSTONE
o � (GP), Poorly Graded GRAVEL
�' (GW), Well Graded GRAVEL
� (GC), CLAYEY GRAVEL
� (GM), SILTY GRAVEL
� (OL), ORGANIC SILT
� (OH), ORGANIC CLAY
� FILL
SAMPLING SYMBOLS
■SHELBY TUBE (3" OD except where
noted otherwise)
�SPLIT SPOON (2" OD except where
noted otherwise)
� AUGER SAMPLE
� TEXAS CONE PENETRATION
❑ROCK CORE (2" ID except where
noted otherwise)
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft�
VERYLOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
0 TO 4
5 TO 10
11 TO 30
31 TO 50
OVER 50
SHEAR STRENGTH OF COHESIVE SOILS (tsf�
VERY SOFT
SOFT
FIRM
STIFF
VERY STIFF
HARD
LESS THAN 0.25
0.25 TO 0.50
0.50 TO 1.00
1.00 TO 2.00
2.00 TO 4.00
OVER 4.00
RELATIVE DEGREE OF PLASTICITY (PI�
LOW
MEDIUM
HIGH
VERY HIGH
4 TO 15
16 TO 25
26 TO 35
OVER 35
RELATIVE PROPORTIONS (%�
TRACE
LITTLE
SOME
AND
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETERI
BOULDERS
COBBLES
COARSE GRAVEL
FINE GRAVEL
COURSE SAND
MEDIUM SAND
FINE SAND
SILT
CLAY
8.0" OR LARGER
3.0" TO 8.0"
0.75" TO 3.0"
5.OmmT03.0"
2.OmmT05.Omm
0.4mmT05.Omm
0.07mmT00.4mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
GR-01 60 00 Product Requirements
Page 1 of 1
Ventana Phase 5A
CPN 102574
GR-01 60 00 PRODUCT REQUIREMENTS
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 09, 2021
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 03/19/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
Updated: 03/19/21
* From Original Standard Products List
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeStorm Sewer - Pipes 33-05-13 (Rev 03/19/21)4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M33012" - 60" CITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LISTUpdated: 04/14/21