HomeMy WebLinkAboutContract 55913-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Primrose Crossing, Phase 6
Pavement, Water, Sewer, Stormwater & Street Lights
City Project No. 102851
FID NO. 30114-0200431-102851-E07685
FILE NO. W-2726
“X” NO. X-26666
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Water Department Director
Michael Owen, P.E.
City Engineer, Transportation and Public Works Department
Prepared for
The City of Fort Worth
January 2021
LJA Engineering, Inc.
3017 West 7th Street, Suite 300
Fort Worth, TX 76107
TBPE Firm Number F-1386
1/25/2021
CSC No. 55913-PM1
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
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 43DAP - BID PROPOSALPage 1 of 613311.0001 Ductile Iron Water Fittings w/ Res 33 11 11 TON0.96$4,500.00$4,320.0023311.0241 8" Water Pipe 33 11 10, 33 11 12 LF3130$35.00$109,550.0033312.0001 Fire Hydrant 33 12 40EA6$4,250.00$25,500.0043312.0117 Connection to Existing 4"-12" Water Main 33 12 25EA3$1,000.00$3,000.0053312.2003 1" Water Service 33 12 10EA107$950.00$101,650.0063312.3003 8" Gate Valve 33 12 20EA8$1,300.00$10,400.0079999.0001 3/4 Irrigation Service 00 00 00EA3$1,500.00$4,500.0089101112131415161718192021222324252627282930313233343536373839404142434445SECTION 00 42 43Developer Awarded Projects - PROPOSAL FORMUNIT PRICE BID Bidder's ApplicationUnit Price Bid ValueProject Item Information Bidder's ProposalSpecification Section No.Unit of MeasurePrimrose Crossing, Phase 6UNIT I: WATER IMPROVEMENTSBidlist Item No.DescriptionTOTAL UNIT I: WATER IMPROVEMENTS$258,920.00Bid QuantityCITY OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTSForm Version May 22, 201900 42 43_Bid Proposal_DAP-PHASE 6.xlsx
00 42 43DAP - BID PROPOSALPage 2 of 6SECTION 00 42 43Developer Awarded Projects - PROPOSAL FORMUNIT PRICE BID Bidder's ApplicationUnit Price Bid ValueProject Item Information Bidder's ProposalSpecification Section No.Unit of MeasurePrimrose Crossing, Phase 6Bidlist Item No.DescriptionBid Quantity13301.0002 Post-CCTV Inspection 33 01 31LF1598$3.00$4,794.0023301.0101 Manhole Vacuum Testing 33 01 20EA6$150.00$900.0033305.0107 Manhole Adjustment, Minor 33 05 14EA7$1,000.00$7,000.0043305.0109 Trench Safety 33 05 10LF1598$1.00$1,598.0053331.3101 4" Sewer Service 33 31 50EA53$650.00$34,450.006 3331.4115 8" Sewer Pipe - SDR 2633 11 10, 33 31 12, 33 31 20LF1518$42.00$63,756.007 3331.4116 8" Sewer Pipe, CSS Backfill33 11 10, 33 31 12, 33 31 20LF80$52.00$4,160.0083339.0001 Epoxy Manhole Liner 33 39 60VF22.1$385.00$8,508.5093339.1001 4' Manhole 33 39 10, 33 39 20EA6$4,000.00$24,000.00103339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20VF10.1$185.00$1,868.50119999.0002 Connect to Existing Line 00 00 00EA3$1,200.00$3,600.00121314151617181920212223242526272829303132333435363738394041UNIT II: SANITARY SEWER IMPROVEMENTSTOTAL UNIT II: SANITARY SEWER IMPROVEMENTS$154,635.00CITY OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTSForm Version May 22, 201900 42 43_Bid Proposal_DAP-PHASE 6.xlsx
00 42 43DAP - BID PROPOSALPage 3 of 6SECTION 00 42 43Developer Awarded Projects - PROPOSAL FORMUNIT PRICE BID Bidder's ApplicationUnit Price Bid ValueProject Item Information Bidder's ProposalSpecification Section No.Unit of MeasurePrimrose Crossing, Phase 6Bidlist Item No.DescriptionBid Quantity13305.0109 Trench Safety 33 05 10LF1072$1.00 $1,072.0023305.0112 Concrete Collar 33 05 17EA1$500.00 $500.0033341.0201 21" RCP, Class III 33 41 10LF248$55.00 $13,640.0043341.0205 24" RCP, Class III33 41 10 LF522$60.00$31,320.0053341.0208 27" RCP, Class III33 41 10 LF183$70.00$12,810.0063349.0001 4' Storm Junction Box 33 49 10EA4$5,000.00$20,000.0073349.0002 5' Storm Junction Box 33 49 10EA1$6,000.00$6,000.0083349.5001 10' Curb Inlet 33 49 20EA2$3,200.00$6,400.0093349.5002 15' Curb Inlet 33 49 20EA6$4,200.00$25,200.00103349.8002 15' Type 2 Inlet 33 49 20EA1$5,200.00$5,200.00119999.0003 Inlet Protection 00 00 00EA10$150.00$1,500.00129999.0004 Connect to Existing 36" RCP 00 00 00EA1$1,000.00$1,000.00139999.0005 18" Rock Riprap w/ 6" Bedding 00 00 00SY31$90.00$2,790.00149999.0006 24" Rock Riprap w/ 6" Bedding 00 00 00SY9$95.00$855.00159999.0007 4'X3' RCB, Class III 00 00 00LF119$190.00$22,610.00169999.0008 Modified 15' Inlet (4.5' Deep) 00 00 00EA1$5,200.00$5,200.00179999.0009 24" 4:1 Sloped End Headwall 00 00 00EA1$3,000.00$3,000.00189999.0010 4' X 3' 4:1 Sloped End Headwall 00 00 00EA1$5,500.00$5,500.0019202122232425262728293031323334353637383940414243$164,597.00UNIT III: DRAINAGE IMPROVEMENTSTOTAL UNIT III: DRAINAGE IMPROVEMENTSCITY OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTSForm Version May 22, 201900 42 43_Bid Proposal_DAP-PHASE 6.xlsx
00 42 43DAP - BID PROPOSALPage 4 of 6SECTION 00 42 43Developer Awarded Projects - PROPOSAL FORMUNIT PRICE BID Bidder's ApplicationUnit Price Bid ValueProject Item Information Bidder's ProposalSpecification Section No.Unit of MeasurePrimrose Crossing, Phase 6Bidlist Item No.DescriptionBid Quantity13211.0400 Hydrated Lime (32 lbs/sy) 32 11 29TN183$180.00$32,940.0023211.0501 6" Lime Treatment 32 11 29SY11412$3.00$34,236.0033212.0101 6" Conc Pvmt 32 13 13SY10703$36.00$385,308.0043213.0302 5' Conc Sidewalk 32 13 20SF370$4.00$1,480.0053213.0506 Barrier Free Ramp, Type P-1 32 13 20EA4$1,200.00$4,800.0063291.0100 Topsoil 32 91 19CY8$24.00$192.0073292.0100 Block Sod 32 92 13SY46$10.00$460.0083292.0200 Seeding 32 92 13SY3972$1.00$3,972.0093471.0001 Traffic Control 34 71 13MO2$1,500.00$3,000.00109999.0011 Remove Barricade and Connect to Existing Pavement00 00 00EA3$500.00$1,500.00119999.0012 Stop Signs (R1-1) 00 00 00EA3$650.00$1,950.00129999.0013 Street Name Blade (D3-1) 00 00 00EA20$250.00$5,000.0013141516171819202122232425262728293031323334353637383940414243TOTAL UNIT IV: PAVING IMPROVEMENTS$474,838.00UNIT IV: PAVING IMPROVEMENTSCITY OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTSForm Version May 22, 201900 42 43_Bid Proposal_DAP-PHASE 6.xlsx
00 42 43DAP - BID PROPOSALPage 5 of 6SECTION 00 42 43Developer Awarded Projects - PROPOSAL FORMUNIT PRICE BID Bidder's ApplicationUnit Price Bid ValueProject Item Information Bidder's ProposalSpecification Section No.Unit of MeasurePrimrose Crossing, Phase 6Bidlist Item No.DescriptionBid Quantity12605.3015 2" CONDT PVC SCH 80 (T) 26 05 33LF2295$10.00 $22,950.0023441.3002 Rdwy Illum Assembly TY 8,11,D-25, and D-30 34 41 20EA18$3,000.00 $54,000.0033441.3201 LED Lighting Fixture (50W) 34 41 20EA18$650.00 $11,700.0043441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20EA18$1,000.00 $18,000.0059999.0014 3 - #10 Copper Wire 00 00 00LF2295$3.00 $6,885.006789101112131415161718192021222324252627282930313233343536373839404142UNIT V: STREET LIGHTING IMPROVEMENTSTOTAL UNIT V: STREET LIGHTING IMPROVEMENTS$113,535.00CITY OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTSForm Version May 22, 201900 42 43_Bid Proposal_DAP-PHASE 6.xlsx
0o az �s
DAP-H[DPROPOSAL
Pa�c 6 of C,
SECTION 00 42 43
�eveioper Awarded Projects - PROPOSAL FORM
Primrose Crossing, Phase B
UNIT PRICE BID
Bidder's Application
Project 1lem [nfomialion Bidde�'s Proposal
Fiidlist Itein �escription Speciticalion Sectiort No. Llnit of Btd Unit Price 6id Value
No. Measure QuanFify
BIJ Sum
UNIT II: SANITARY SE4NER IMPROVENiElVTS
UNIT III: DRAINAG� IMPRdVE{ulENTS
UNIT IV: PAVING IMPROVfMENTS
UlVIT V: STREET LIGHT[NG INkPROVEMENTS
$258, 920, 06
$15A,635.D0
$164, 597.00
$474, 838.OD
Talal Conslruction Bid
'fBis Eid is submitted 6y the entity named belosv:
Bl pDER:
Lo�natse r C�n s i� G�ti on� � � P
53�� vV i ch � ta St-.
�v� wo�-h, � x� co� I q
Conlracior agrees lo complete W�ItIC for F1NAI, ACCEPTANCE ivithin
CONTRACT commenees to run as pro��ided in Ihe Gcrtcral Conditions,
ENU O� SECTIOIV
cin� or roxr tivoa�
STANDAR� CON53RUCTION SPLL'IF[CA7101S DOCl1AlENTS -DEVELOPER AWARbL•U PROJECiS
Fam� Vcrsion M�y 22, 2a19
IIv: ��� rtug�; nS
TITLE: �{S e
DATE: I �2.o�Z�21
y 00 working days Rftcr tlte dnle �vhen the
4fIJ2J? [3idProposal_DAP-PNASEb.xlsx
10/31/202110/31/202112/31/20221/6/2022
00 45 26 - l
CONTRACTOIZ COMPLIANCE WITH WORKER'S COMPENSATION LAW
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sECTroN oo as 2�
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that �t
provides workei's con�pensation insurance coverage for all of its employees eznployed on City
Project No. 102851. Contractor fut'the�' certifies that, pursuant to Texas Laboi• Code, Section
4a6.096(b), as amended, it wil! provide to City its subconfractor's cei�tificates of compliance with
worker's compensatian coverage.
CONTRACTOR:
Conatser Constr�action TX L.P.
Company
5327 Wichita Street
Addi•ess
sy: Bwc:-k 1�tuq4ins _
(i'lease rmt)
Signatu��e: ,
Ft. Worth, TX 76119 Title: p��51 C�e. `�
City/State/Zip (Please Frint)
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEF E ME the undersi�ned authority, on this day personally appeared
, known to me to be the person whose name is
subscribed to the foregoin i strument, nd ac�owledged to me that helshe executed the same as
the act and d�ed of 17rP5� ��i for the purposes and
consideratian therein expressed and in the capacity therein stated.
GIV N UNDER MY HAND AND SEAL, O�' OFFICE this � day of
r , 20�
:ili.E( IIl,I 'li ,)'� ,
l,'-�.,� s,n ^t ��dx ��.�.���,�}:� �_',�. ;�;
�: "
rn.1 ��, '� r�1 ;,�c�n,� i,3e!�iV ,'o y1`,.•'ci .
� e,� • ,��i::
'.�; .� �i .'Ih'lll;"`� '�n.�.i�.
\
Notary Public in and or te of Texas
END OF S�CTION
CITY O�' FOR7' WDItTH
STANbARD CONSTRUCTIO�f SYECIFICATIOIV pOCUM�,NTS
Itevised April 2, 2014
Primrose Crossfng Phasc G
CPN ]02851
0o s2 a3 - �
Developer Atvarded Yroject Agree�nent
Page l of 4
2
S�CTION a0 52 43
AGREEMENT
3 I /2o/Z�Z l
4 THIS AGREEM�NT, authorized on is made by and between the Develaper,
5 Lennar Homes of Texas Land and Construction, LTD., authorized to do business in Texas
6 ("Developer") , and Conatser Construckion TX, L.P., authorized to do business in Texas, acting
7 by and through iks duly authorized representat»e, ("Contractor"}.
8 Developer and Conkractor, in considerat�on of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
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Contractor shall complete all Work as specified or indicated in the Cantract Documents for the
Project identified her•ein.
Article 2. PROJECT
The p�'aject for which the Work under the Contract Docutnents may be the whole or only a part is
generally described as follows:
Primrose Crassing Phase 6
CPN 102851
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are af the essence to th�s Contract.
22 3.2 Final Acc�ptance.
23 The Work will be complete for Final Acceptance within Jd� �r��ays after the date
24 when the Contract Time commences to run as provided in Paragraph 12.0�} of the Sta�idard
25 City Conditions of the Constructian Contract for Developer Awa�•ded Projects.
26 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that Deveioper
will suffer financial loss if the Woj�k is not completeci within the times specified in
Paragraph 3,2 above, plus any extension thereof allowed in accordance with Articie 10 of
the Standard City Conditions of t��e Construction Contract for Developer Awarded
Projects. The Contractor also j�ecognizes the delays, expense and difficulties involved in
pi�oving in a legai p�•oceeding the actua] loss suffered by the Developer if the Work is not
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
that as liquidated damages for delay (but not as a penalty), Contractor shall pay
Developer One Thousand Dallars {$1,000.00) for each day that expi��es after tlie time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH Primrosc Crossing Phase G
STANDARD CONSTitiICTION SPECIPICA7'101� DOCUMENTS — DeVGLpPER AWARDEd PROJEC"I'S CPN 102851
Revised June 1G,20iG
0052�3-2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer ag�'ees to pay Contractor for performance of the Work in acco��dance vvith the Contract
40 Dacuments an amount in current funds of One Million One Hundred Sixty Six Thousand Five
41 Hunda'ed Twenty Five Dollars and Ze�•o Cents ($I,166,525.00}.
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which cotnprise the entire agreement between Developer and
45 Contractor concerning the Woz'k consist of the following:
46 1. This Agreement.
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2. Attachments ta this Agreement:
a. Bid Form {As provided by Developer)
1} Proposal Form {DAP Version}
2} Prequalification Statement
3} State and Federal documents (project specifrc)
b. Insui•ance ACORD Form(s)
c. Payment Band (DAP Version}
d. Performance Bo��d (DAP Versio»}
e. Maintenance Bond (DAP Version)
£ Power of Attorney fpr the Bonds
g. Work�r's Cot�npensation Affidavit
h. MBE and/or SBE Commitment Form (If required}
3. Standard City General Conditions of the Construction Coirtract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Speci�cations specificafly made a part of the Contract Doc��ments by attachment
or, if ttot attached, as incorporated by r�fe�'ence and described in the Tab1e of
Contents of the Froject's Contract Docutxxents.
6. Drawings.
7. Addenda.
8. Docunientaiion submitted by Contractar prior to Notice o�Award.
9. The following which may be delivered or issued after the Effective Date of ihe
Agreement and, if issued, become an inco��porated part of the Contract Documenis:
a. Notice to Proceed.
b. F'ield Orders,
c. Change Orders.
d. Letter of Final Acceptance.
CITY O� FORT WOit'I'H Primrose Crossing Phase 6
STAIVDARD CONSTRUCTIOiY SPECIF[CATIOAI DOCUivfE%ITS— DEV�IaOPER AWARUED PROJECTS CPhI 102851
Revised June 16,201G
OD 52 43 - 3
Developer Arvarded Prpject Agreentent
Page 3 of4
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Article G. INDEMNIFICATION
G.1 Contractor covenants and agrees to indemnify, hold l�armless and defend, at its own
expense, tl�e city, its ofiicers, seirvants and employees, from and against any and ail
claims arising out at, or atleged to arise aut of, the worli and services to be performed
by the contractor, its of�ters, agents, employees, subcontractors, licenses or invitees
under this contr�ct. This indemnification rovision is s eci�call intended to o erate
and be effective even if it is alle ed or roven tLat all or some of thc dama es bein
sou ht wea•e eaused in wlfole or in art b an aet omission or ne li ence of the cit .
Tliis inderttnity provision is intended to include, fvitl�aut limitation, indemnity for
costs, expenses �nd tegal fees incurred by tlie cify in defending against such claims and
causes of acfions.
6.2 Contractor co�enants and agrees io indemnify and hoEd harmless, at its awn expense,
the city, its officers, servants and employees, from and against any and all lass, damage
or destruction of �roperty of the city, arising out of, or alleged to arise out of, the worl�
and services to be perfarmed by tl�e contractor, its of�eers, agents, employees,
subcantractors, licensees or invitees under this conkract. This indeinnil"ication
rovision is s eci�tall intended to o erate and be effective even if it is alle ed or
roven that all or some af the dama es bein sou ht were caused in who[e or in art
bv any act, ornission or ne�ii�ence of the citv.
Artiele 7. MISC�LLANEOIIS
98 7.1 Terms.
99 Terms used in this Agreement at'e defined in Article 1 of the Sta��dard City Conditions of
1 DO the Construction Contract for Developer Awarded Prajects.
1 Q 1 7.2 Assignment of Contract.
102 Thts Agreement, including ail of the Contract Dacurnents may nat be assigned by the
103 Contractor without the advanced express written consent of the Developer,
104 7.3 Successors and Assigns.
105 Developer and Cantractoj� each binds �tself, its partnez's, successors, assigns and legal
106 repi�esentatives to the other party hereto, in respect to all covenants, agreen�ents and
107 obligations contained it� the Conteact Documer�ts.
108 7.4 Severab�lity.
109 Any provision oi• pai•t of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a couri of contpetent jurisdiction shall be deen�ed stricken, and all
111 remair�ing provEsions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.S Governing Law and Venue.
114 This Agreement, including all of the Conteacf Documents is perfo�•�nable in the Sta#e of
115 Texas. Venue shall be Tai�►•ant County, Texas, ar the United States District Court for the
11G Northern District afTexas, Fort Worth Di�isian.
CITY OF �OAT WORTH Primrose Crossing Phasc G
STANDARD CONS'fEZUCTION SPECIFICA'CION dOCUMENTS — DGV�LOPER AWARDED PEtOJECTS CP�i 102851
Revised Juue 16,2a16
ao s2 a3 - a
Developer A�varded Project Agreement
Page 4 of 4
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118 7.6 Authority to Sign.
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Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signato�y of the Contractor.
IN WITNESS WHEREO�', Developer and Cor►tractor have executed this Agreement in multiple
counterpai�ts.
This Agreement is effective as of the last date signed by the Pat�ties ("Effective Date")
Contractor:
Conatser CQnsteuction TX, L.P.
�
S
(5ign e}
�jfro �.lC�a i ns
(Printe ame)
Title: p(�� $i d�� `i
Co�npany Name: Conatser Construction
T�_�:P;
Address: 5327 Wichifa Street
Develapei•:
Lennar Homes of Texas Land and Construction,
LTD. /1
�
� �ehn, �r '� e�
(Frinted Name}
Title: r �'/ �,
Company name; Lennat• Homes of Te Land
and Canstruction, LTD.
Address: 1707 Marketplace Boulevard, Suite 100
City/StatelZip: Fort Worth, TX 76119 Cit /State/Zi : I��v�n , TX 75063
I ��-°%Z�z l I �2o%Z�z I
Date Date
127
ClTY OF FORT WdRTH P3 imrose Crossing Phasc 6
STANDARD COIVS'I'IZUCTiON SPECIT'[CATIOIV DpCUIvEENTS — DEVELOP�R AWARDED PA07ECTS CP1V L02851
l2evised Iune l6, 201G
POWER OF ATTORNEY
l3�RKLEX INSURAIVCE COMPAI�'Y
WILMINGTON, DELAWARE
No. B1-7280,j-el
NOTICE: The warning found elsewhet•e in tilis Power of Attorney affects the validity tllereoF. Please re�iew carefiifly.
I<NOW ALL MEN BY THESE PRESENTS, that BERI{LEY INSURANCE COMPANY (the "Cotnpany"), a corpo�•atiot� duly
organized and existing iulder tEie laws of the State of Delaware, havin� its p��incipal office in Greenwich, CT, has made, constituted
a�id appointed, and does by these presents malte, co�istitute ��7c[ �ppoint: Rrcrry�do J. Reyrrrr; Dort E. Gl�vrell; S��plli�rre Hrrrtler�;
RobGi Mnr�eles; KeII�� A. l3'estbroolc; Trjtrr McEtivrr�t; Jnslrrrrr A. Srru�rrlel�s; ot� Taaic Petrrrrlelr oj'Aorr Rrslr ,5ervices ,S`orrtln�est,
Irre, of'Drrllrrs, TX its true a�ld lawfiil �lttorney-in-Fact, to sign its name as surety only as deli�ieatec� below aE�d to execute, seal,
acknowlecige and cEelive�� any and all bonds and ��ndertakings, with the exception of �'ii��ncial Ga�aranty Insurance, pa•o�iding that
no single obligation shal! exceed Fif'ty M'rllion And 00/100 U.S. Dollars (U.S.$56,000,000.00), to tile saine extent as iFs�ich bonds
hac3 been duly executed and aclmowledged by the regularly elected officers of the Company at its principal office in theie own
proper persor�s.
This Power of Attorney shall be construed and enfos•ced ii3 accordaisca witli, ancE governed by, the laws of tlze State of Delaware,
without gi�ing effect to the principles of con�icts of laws tl�ereof. This Power af Attoeney is granted pursuant to tlie following
resolutions wl7ich were duiy and validly adopted at a meating oftl�e Boa►•d of Direcfors of the CaEnpany held on JaEluary 25, 20! 0;
RESOLVED, that, with respect to the Surety busin�ss writte�l by Berlcley Sw'ety, fhe Chairma�� of tl�e BoaE•d, Chief
Executi�a Officer, President o�� any Vice President of the Contpany, i�1 coi?junctioi� witE1 the Secretl�y oE• any Assistant
Secretary a��e her�by authorized to execute powars of attorney authorizin�; and c�ualifyi�ig the attorney-in-#'act named therein
to execute Uonds, underta[cings, recognizances, or othe�• suretyship ob[igations on behalf of the Company, and to afrx th�
cor�or�te sea! of the Company to powers of attarney executed ptu•suant hereto; and said officers �uay eecnove any such
attorney-in-fact and revoke any power of attorney previously granted; and fiu�ther
R�SOLV�D, that such power of attorney limits the acts of tliose naa�leck therein to the bonds, undertakings, recognizances,
or otElee suretyship abligations s�ecifcally nained tl�erein, and they have no authority to bind the Company �xcept in the
manner and to the extent therein stated; and fua�ther
R�SOLV�D, #hat sucil power of �►ttorney revokes all pravious powers issued on beh�lf of the attorney-in-fact namecE; and
further
RESOLV�D, that the signature of a��y authorized offic�r and the seai of the Company may be affixed 6y facsimile to any
power of at#orney or certific�tifln tliereof authorizi�ig the cxecution and delivery of any bond, andertal<ing, recognizance, or
otiler su�'etysl3ip oblibation of t€Ze Company; and such signatuee and seal when so used shall have the same force a�ld effect as
though mautEally affixed. The Company may continue to use for ihe parposes herein stated the Facsimile signatu�•e of any
person ot� pe�•soi3s who sl3al] have been such of'ficer or officers of the Company, natwithstar�ding the fact that they may have
ceased to be such at the tin�e when such iE�stru�nents shal I be issued.
1N �'��l'!'�ESS �T+'f�I2EC)F, thc Company lzas causcd thcse �rescnts [o, hc si�*nad and atte5ted hy iis aPPrt�priate nff eurs and iLs
corpor�te scaf l�creun�n aEfixed tl�is 2nd day� af June � �2020 _
! .\`�, sian�,��-, At#cst: , �ierkl � Insurancc CnmPany
� �
V� },t�v��.e�� 3 • `
b By ---- BV � tir
m��"1�;;11 2 - — ___._._._._ � � `
3�rr� ' ederm�ui Jc . after
\ z��•> J �
\. f,r���lM1�E ; Executivc Vicc Presidc�t & Secrctary �,�c i�€c� ccsidcnt
S'��A'1 � Cl �' CC1�l;CT.ICUT )
� ti5:
COi3RTY UF F�rRFI.ET.D )
5u�niu to befure me, a Notat}� Public in ttie St�'�te of CouT.�ecticut, this 2nd da}� of _,iune , 2020 _, b}� lra S. I,edem�an
�id le>frrg� 1v1. I�C�.fter ��l�o aie s�3�otu tn ine ta be t}�e £xecutivc iTice �`Aeside�t., Secrctat}�, and C^ Senior ��ice President,
resPec[ively, ofBcrk3cy Iu5��rauce Com�tia�y. MAN�7nkv N��i,Ac� �i�� ./
CONNrr.7Ir.I1T yW�`�.� _ ... ��
AAYGDf.11�S1551UI�ExPIRE9 - '
AI'Hftao,zaz4 . t+l�� �'ubli�, �tate of Csunner,ticut
c�;R�rz��rc�x�
I, tl�c undcrsignf:d, Assistant Sccre.tary af kiEltKl,El' INSIL�IZA�.'�'C� C'OMl'ANI', L)O I�.1LEB�` CEK'I'LFY fhaE the forF�nin� is a
tE�,e, cmrect :tnd comPlef.c cnl�y of.� thc nricina! Ppwer of 11tfn��ic}�; 1ha1 said Powcr of Attorncy has nrrt l�cen re�rolted or rescinded
and ih:,� the auf}�c�ri[y+ nf' Lhe Ailnrney-in-Faat set fnrth iherein, tti'h[� execufed thc hc�nd or undcriakin[� tn wl�ie.l� ti�is f'uwr:r v�
riti�3;�i�� jN�� a�,= ched, is sn fu1E %rce t�ri�l �.flecl tis uf Ytiis cl�iie.
"!�,���rr�� �i ��iueler u�y ltai�d t�ud scaE of tlic Cninli,iny, titiis c�a}� u:f
f J �1�::11�' y _
2
���' 1`17S � � �
�_ 11r�!lU7��F' '� - ' _"__
Viu�cellt Y, f�orie
IMPORTANT NOTiCE
To of��ain information or make a compiainf:
Yo� may calE Berkiey Surety Group, LLC and its affilEates by
�elephane for informafion or f:o make a complain�:
BERKLEY SURETY GRUUP, LLC
Please send a!E notices of claim on this bond io:
Berkley Surefy Group, LLC
(866) 768-3534
�'12 Mount Kembfe A�enue, Sui�e 3'S ON
Morristown, NJ 07960
Atfin: Surety Claims Deparfiment
You may confact the T�xas Depar-tm�nt of Insurar�ce �o obtain
Enforma�ion on compar�i�s, coverages, righfs or compla�n�s a�:
'1 �$00�252-3439
You may write fhe Texas Departm�n� of Insurance:
P. O. gox 149104
Aus�in, TX 7�7'i4�9'I04
Fax: (5'S 2} 475-'177`I
1Neb; htfi ;1/www.tdi.state.tx.us
E-mail: ConsumerProfecfion(c�tdi.s�ate.tx.us
PREMIUM OR CLAIM DISPUTES:
Shoufd yo� have a dEspute concerning your premium or about a claim
you should contacf your agen� or Berkley Sur��y Group, LLC �first. !f
the dis�u�e is no� resol�ed, you may contact �he Texas Depar-finenfi of
lnsuranc�.
ATTACH THiS NOTlCE TO YOUR BOND:
Tl�is noiic� i� for information only and does not become a part or
condi�ion of fhe a�fached documenfi and is gi�e� fo com�ly wifih Texas
legal and regulatory requiremen�s. �
Band No. 0235126
006213-1
PERrORMANCE BOND
Page 1 oi'3
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THE STATE QF T�XAS
COUNTY OF TARRANT
S�CTION UQ b2 13
PERFORMANC� BOND
§
§ KNOW ALL BY THESE PR�S�NTS:
§
8 That we, Conatser ConstructEon TX, L.P., known as "Arincipal" herein and
9 Ba��kEey fnsUrance Com#�any , a corporate surety{sureties, if more than
10 one) duly autharized to do business in tl�e State of Texas, k�own as "Sui•ety" 17erein (whether one
11 or znore}, are held and itrrnly 6ound unto th� Developer, C,en�ar Homes of Texas Land and
12 Canstructian, LTD., aufhorized to do business in Texas ("Developer") and the City �f Fo��t
13 Worth, a Texas rnunicipal corpot•ation ("City"), in the penal su�n of, Oi�e MEllion, p�te Hur�dred Sixty
14 Six Thousand, Five FIundred 'I'wenty Five ai7d Na/10Q Dollars ($1, I G6,525.Qa ,,,,.. ),
15 lav�rful money nf the United States, to Ue paid in Fort Worth, Tarrant County, Texas for the
1G payment of which sum well and truly to be rnade jointly unto the DeveIoper and the City as dual
17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
18
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and severally, firmly by #hese presents.
WHEREAS, Developer and City have entered into aE� Agreement for the construction of
coinmunity facilities in khe City af Fort Worth by and through a Comnlunity Facilities
Agi•eement, CFA Number CFA20-OI27;and
22 WHEREAS, the Principal has entered i�ito a certain written contract with the De�elaper awarded
23 the ZD day of �AA/JqR�( , 2pZl , which Contract is he��eby referred to and made a
24 part hereof foi• all purposes as if fully set fo��th herein, to furnish all materials, equip�nent labor
25 and nther accessories defined by law, in the p�'osecutio�� ofthe W�rk, including any Change
2G Orders, as pr•ovided fot• in said Contract desig»ated as Primrose Crossing Pl�ase 6.
27 NOW, TH�REFORE, the condilion af this obligaEivn is sucE� that if the said Principal
28 shall fa9thfully pec•fnr�n it obligations under ihe Gontract and shall in all respects duly and
29 faithfully perform the Work, including Change Orders, under the Con#ract, according to the plans,
3U specifications, and contract docume�tts therein referred to, a�id as well during any period of
31
32
extension o# the Cantract that may be granted on the pa�•t of tl�e Developer and/ar Gity, then this
obligation shall be and becoine niili and void, atherwise to remain in fulf force and effeci.
C[TY OF FORT WORTH Primrose Crassing Phase G
STANDARD C1TY CON�1TiON5 —DEVEI,OPF.R AWARDED PROJF,CTS CPt� 102851
Revised ]anuary 31, 20i2
0062��-z
PERFORMAnCE �30ND
Pagc 2 of 3
I PROV[DED FURTH�R, fhat if atry legal action be fi{ed on this Bond, venue shall lie in
2 "�arrant Caunty, Texas o�� the UniEed States District Caurt for tlte Northern District of Texas. Fort
3 WorEh Division.
4 "i'his bond is tnade and executed in compliance with the provisians of Chapter 2253 of the
S Texas Governmant Code, as amended, and all liabilities on this bond shall be cieterinined in
b accordance with the pro�isions af said statue.
7 IN WITNESS WH�R�OF, the Principal and the Surety have SIGN�D and SEAL�D
S tl�is instrun�ent by duiy authorized agents and of�ce�•s on this the Z� day of
9 �AAIJARY 2d 21
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ATTES'I':
�
(Princi�a!) 5ecretar
1� �
Witness as to Principal
��v �-�
rtness as to Surety
PRiNCIPAL:
Gonatser Constr��ction TX, L.P.
B1': _ _��_ i.�..a� �
ignature
Brock Hug�ins, Preside»t
Na�ne and Title
Address: 5327 Wichita St.
Fort Worth, TX 76114
SUFiETY:
Berkley Insurance Company
BY:
Signakure
Rob6i Morales, Attorney-iu-fact
Na�ne aEid Titfe
Address: 5045 LB3 Freeway, Suite 1500
Dallas, �'X 752�4
Te�eplione Numher: 2 f 4/989-Q000
*Nate: If signed by an officec of the Su�•ety Company, tl�ere �ti��st be oa� file a certified extract
fro�n the by-laws showing that this persov has authority to sign such o�ligaEion. If
5urety's physicaE address is different from its Enailing address, both r»ust be provided.
CITY OF FOkT WORTH Priu�rose Crossing Phnsc G
STANDA2D CITY COnDiTI0�5 — �EVEI.DPf•;R AWARnF.�] PROlECTS CPN 10285!
Revised January 3l, 2U12
flD6213-3
PERFORMAh10E BONb
Pagc 3 oF 3
The date of the bond shall ��ot be prior to the date the Contrack is awarded.
C1T1' OF FOCL�' WORTH Primrose Crossing Phasc G
ST'ANDARD CETY COND[TIONS — DEVF.I.OPFR AWARDI'� PROJ�CTS CPN 102851
Reviscd January 31, 2012
Bond Na. 0235126
00 62 14 - I
PAYMENT BOND
Pagc 1 of 2
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THE STAT� OF T�XAS
COUNTY OF TARRANT
S�CTZON 00 62 14
PAYMENT BOND
§
§ KNOW ALL BY TH�S� PRESCNTS:
§
8 Tl}at we, Conatser Construction TX, L.P., known as "Principal" hereia�, and
9 _ Berk3ey Insurance Company , a caa�porat� surety ( or
1 D sureties if inore than one}, duly authorized to do business in the 5tate of Texas, known as
11 "Surety" he�•ein (whether one or more), are held and ��mly bound unta the Developer, Lennar
i2 Ho�nes of Texas Land and GoElstruction, L'1'D., authorized to do husiness in Texas "(lleveloper"),
13 a��d the City of Fort VVorkht a Texas municipal corporation ("Ciry"), in the pe�sal sum
One Million, Qne Hund��ed Six .ty Six Thousand,
14 of F'ive Hundred "!'wenty Five andNal[OQ----------------- Dallat's ($ l,1bb,525.Q0 ),
15 lawful ►nones� of the [lnited STates, ta be paid in Fart Worth, Tarrant County, Texas, for the
1 G payment of �uhich sum well and truly be made jointly unto khe Developer and the City as dual
E7 obligees, we bind ourselves, our heirs, executors, administ�•atoa�s, successo��s and assigns, jointly
18 and severally, fic•miy by these presents;
19 WHER�AS, Developer and City have entered into an Agreement for tl�e consi��uction of
2D cornmiinity facilities in the City of Fort Worih, by and khrough a Community Facilities
2t Ag��eeuient, CFA Nun�ber CFA20-Q127;and
22 WHEREAS, Principa� has entered in#o a certain �vrit#en Contract with Developer,
23 awarded the Z� day of �AA/JqRY , 20 2____I ._, which Contract is hereby
24 refer�•ed to and made a pa��t i�ereof fo�- all pUrposes as if fully set forth he�•ein, to furnish ali
2S materials, equipment, labor and othei• accessories as defned by law, in the prosec�rtion of the
26 Work as provided for in said Contract and designated as Primrose Crossing Phase 6.
27 NOW, THEREFORE, `FHE CONDITION OF THIS �BLIGATION is such that if
28 Prineipnl shflll pay all monies owing to any (anc# all} paynnent bond bene%ciary (as defneci in
29 Clzaptei� 2253 of the Texas Go�ern�ne�it Code, as amended} in the �r�osecutio3� of the WoY•k under
30 tl�e Contract, then ihis uhli�ation shall be and becorne nul] and vo�d; otherwise to remain in iull
31 force and effect.
CITY OF PORT WORTH Primrose Crossiug Ph�se G
S'3'Ahf�ARD C1TY COhlD1TIONS —DEVELOPER AWA1tDED PRO]ECTS CPN 1p2851
ILevised January 31, 2U12
fl0 b2 l4 - 2
PAYM�NT BnNp
Pa�e 2 04' 2
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This bond is n�ade aric� execpEec� in compliance t��ith the provisions of Chapter 2253 of tlie
7'exas Government Code, as amended, and a11 liabiliti�s on this bond shall be determined in
3 accor�ance with the provisions of said sta#lite.
4 IN WITNESS WH�REOF, the Principal and Surety have each SIGNF,17 and SEALED
5 t�is instruinent hy duly authorized agenks and officers on this the Z� day af
( �AA/JAR�( .2� ZI ,
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PRINCIPAI,:
Conatser Const��uction TX, L.P.
ATTEST;
.
(Principal) Seci•etary
. �
Witness as #o Principal
ATTEST:
�A.�<..� 7�-t4s�. .�----
(Surety} Secretaiy
9'L�
tn s as to Surety
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BY: _ l�+r�s.�r�
Signature
Brock Hriggins, President
Na�ne aud Title
Address: 5327 Wicl�ita St.
Fart Wo«tlz, TX 761 ! 9
SURETY:
Ber[cEcy InsuE•ance Company
BY:
5ignatura
Robbi Morales, flttori�ey-in-f�ct
Name and Title �
Address: 5005 T BJ Freeway, Suite �500
Dallas, TX 75244
Telephone Nu�nbe�•: 214/989-flOOD
Note: [f sig��ed by ai� officer of the Stn•ety, there rrtust be on file a certified extract fi•om the
bylaws showing fhat this person lias authority to sigi� such obli�;ation. If Surety's physicat
address is different from tts mailing address, both cuust be provided.
The date af khe bond shaf! not be prior to the date the Co��tract is awarded.
END OF SECTION
CITY dF FOi2T W(�R'1'H Primrose Crossing Phase 6
S7'ANDARD C1TY CONDITI03V5 — DEVELOPER AWARD�D PROICCTS CPN 102851
Revised January 3l, 2012
BondNo, 0235126
00 62 19 - I
MAT3VTENANCF ROND
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THE STATE OF TEXAS
COUNTY OF TARRANT
S�CTION QO b2 19
MAINT�NANCE BOND
§
§ KNOW ALL BY THES� PRESENTS:
§
8 'Fhat ��e Conatser Co��struction TX, L.P., kttow�i as "Principal" herein and
9 Scr[cicy Instira�zce Company , a corporate surety (sureiies, if more than
10 one) duly authorized to do business in tt�e State of Texas, known as "5urety" herein (whcther one
11 or more), are held and firm3y bound unto the Deveioper, Lennar I-iomes af Texas Land a��d
] 2 Consti•uction, LTD., authorized ta do business in Texas ("Developer") and the City of Fo��
13 Worth, a Texas municipal cor p.oraiion( C�ty"} in Ehe sum
One Millian, One I-3undred Sixty Six'1'housanc�,
14 of Five Hundred �'wen Five a�id No/100----------- Dollars ($ l,i 66,525.00 ,
15 lawful motley of the ilnited States, to be paid in Fort Wni�tt�, Tarrant County, Texas, for payment
I G of which sum well and truly be inade jointly unto the Developer and the City as dual obligees and
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their s�ccessors, we bind oursel�es, our heirs, executors, administrators, successors and assigns,
jointly and severally, fi��mly by these pi•esents.
WHEREAS, Deve]oper and Ciry f�ave entered into an Agreemenk foz� the cor�structio�� of
co�nmunily facilities in the City of Fo��t Worth by and t�7]'011g}l a Community Facilities
Agreement, CFA Number CFA20-0127;and
WHEREAS,1he Principa] has entered into a cet�tain written contract with the Develaper
awai•ded the Z� day af �AAIJFIR�( ,�.0?� , which Contrac# is
hereby referred to and a made part l�ereaf for ali purposes as if fully set foirth herein, to furnish all
inate�'ials, eqe�ipment labor and other accessories as de�iled by law, in khe prasecukion of the
Woek, including any Work resulting frorn a duly authoeized Change Order {co[lectively herein,
the "Wark"} as pro�ided for in said Contract and designated as Primrose Crossing Phase 6; and
WHEREAS, Principal binds itselfto use s��ch materials and to so construct tha Work in
31 accordance with the pla��s, specifications and Contract DociEments that the Work is and wifl
32 re�nain fi•ee fi•om defects in materials or work�nauship fo�• and during the period of trvo {2} yeaa•s
33 after #I�e da#e of Final Acceptance of the Worlc by the City ("Maintenaa�ce Periad"); and
34
CITY QP FQRT WORTH Primrosc Cinssing Phoso G
STANDAnb CI'CY COND1TfDNS — DEVELOPER AWAR�ED PROJECTS CPIV 102851
Revised lanuary 31, 2012
006219-2
MAII�lTE[dAHC& BOND
Page 2 oF 3
I WH�REAS, Principal binds itself to repair or reconstruct fhe Wark in �vhole or in part
2 upon rccciving notice fi•om the Develo�er and/o�• City of ll�e need ihereaf at any time within the
3 Maintenance Period.
�
5 NOW THEREFORE, ti�e condition of this obkigation is such t��at if P3�incipal shall
6 re�nedy a»y defective Woa•k, for which timely notice was provided �>y Developer or City, to a
7 completion satisfactory to the Cify, then this obligation sliall become null and �oid; otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or eeco»sEruct any timely
1� noticed defective Woz•k, it is agreed that the Developer or City may cause any and a]E suc�l
12 defective Wo��k to be repaired and/ar reconstrucked witli all associated costs thereof being bart�e
13 by the Principai and k�ie Surety under this Maintenanc� Bond; and
14
] S PROVIDED FURTHER, that if any legal actio�� be filed on this Bond, venue shall lie in
16 Ta�rarzt Couniy, Texas or the Llnited States District Court for the Northern District of Texas, Fort
17 Worth Di�ision; and
I8
19 PROVID�D F[JRTHER, that this abligation shall be continuous in natuz�e and
20 successive recovet�ies may be had hereon for successive breaclties,
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GTY OF FORT WORTH Primrose Crossinc Phasc 6
5'I'ANDARD CITY CONDIT[ONS -- DEV�LOPER AWARDFn Pftp]FCTS CPN 102851
Revised January 3l, 2U12
006219•3
MA[NTENANCF. HOND
Page 3 of 3
E II�I WITNESS WH�RFO�', the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and offce�•s on this the
3 �Au��►RY 2p z.l
,
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IS
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ATTEST:
w
(Princ►paE) Secretaiy
�.
Wifness as to Pri�icipal
ATTEST:
� - ,
� _._— .Yfr
{Sure ) Secretary
i ness as to Surety
Z� day of
P�NCIPAL:
Conatser CanstE•uction `j'X, L.P.
�3Y: L�K�f�j ��
Signature
Brock Huggins, Presicient
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76119
SIJRETY;
Berkley insurance Compa�iy
BY: �Cc �� � ' �I�
Signature
�obbi Morales, Elttorney-in-fact
Name and 7"itle
Address: 5005 LB7 �'reeway, Suike ISQO
Dalkas 'fX 761l9
Tcicphone Niimbcr: 214/989-OOOfl
*Note: If signed by an officer ofthe Surety CompaEzy, thez•e must be on �le a certified extract
from the by-]aws showing that tltis person has authority to sign such obligaiion. If
Surety's physical address is differenk fi•o�n its �nailing address, bath must be pravided.
The daie of the 6ond shal] not be prior to the date the Contract is awarded.
CITY OF F(lRr W(]RTH Primrose Crossing Phase G
STANI)ARD C]"E'Y CON�1TlONS — DEVELOPER A�VARDED PROJGCTS CPN IQ2851
Revised January 3!, 2U12
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 102851
Revised December 20, 2012
1 SECTION 01 11 00
2 SUMMARY OF WORK
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 102851
Revised December 20, 2012
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 102851
Revised December 20, 2012
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 SECTION 01 25 00
2 SUBSTITUTION PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 – General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid. No
22 separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution - General
26 1. Within 30 days after award of Contract (unless noted otherwise), the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or catalog
31 numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers, provided said products are "or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or-equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements, or other factors beyond control of Contractor;
40 or,
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product, including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including, but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, if a reduction in cost or time results, it will
46 be documented by Change Order.
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 4. Substitution will be rejected if:
2 a. Submittal is not through the Contractor with his stamp of approval
3 b. Request is not made in accordance with this Specification Section
4 c. In the Developer’s opinion, acceptance will require substantial revision of the
5 original design
6 d. In the City’s or Developer’s opinion, substitution will not perform adequately
7 the function consistent with the design intent
8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. In making request for substitution or in using an approved product, the Contractor
13 represents that the Contractor:
14 1. Has investigated proposed product, and has determined that it is adequate or
15 superior in all respects to that specified, and that it will perform function for which it
16 is intended
17 2. Will provide same guarantee for substitute item as for product specified
18 3. Will coordinate installation of accepted substitution into Work, to include building
19 modifications if necessary, making such changes as may be required for Work to be
20 complete in all respects
21 4. Waives all claims for additional costs related to substitution which subsequently
22 arise
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO:
5 PROJECT: DATE:
6 We hereby submit for your consideration the following product instead of the specified item for
7 the above project:
8 SECTION PARAGRAPH SPECIFIED
9 ITEM
10
11 Proposed Substitution:
12 Reason for Substitution:
13 Include complete information on changes to Drawings and/or Specifications which proposed
14 substitution will require for its proper installation.
15
16 Fill in Blanks Below:
17 A. Will the undersigned contractor pay for changes to the building design, including engineering
18 and detailing costs caused by the requested substitution?
19
20
21 B. What effect does substitution have on other trades?
22
23
24 C. Differences between proposed substitution and specified item?
25
26
27 D. Differences in product cost or product delivery time?
28
29
30 E. Manufacturer's guarantees of the proposed and specified items are:
31
32 Equal Better (explain on attachment)
33 The undersigned states that the function, appearance and quality are equivalent or superior to the
34 specified item.
35 Submitted By: For Use by City
36
37 Signature Recommended Recommended
38 as noted
39
40 Firm Not recommended Received late
41 Address By
42 Date
43 Date Remarks
44 Telephone
45
46 For Use by City:
47
48 Approved Rejected
49 City Date
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the delivery of the
28 distribution package to the City.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Developer and Consultant
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1
2
3
4
5
6
7
8
9
10
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13 e. Other City representatives
14 f. Others as appropriate
15 4. Preliminary Agenda may include:
16 a. Introduction of Project Personnel
17 b. General Description of Project
18 c. Status of right-of-way, utility clearances, easements or other pertinent permits
19 d. Contractor’s work plan and schedule
20 e. Contract Time
21 f. Notice to Proceed
22 g. Construction Staking
23 h. Progress Payments
24 i. Extra Work and Change Order Procedures
25 j. Field Orders
26 k. Disposal Site Letter for Waste Material
27 l. Insurance Renewals
28 m. Payroll Certification
29 n. Material Certifications and Quality Control Testing
30 o. Public Safety and Convenience
31 p. Documentation of Pre-Construction Conditions
32 q. Weekend Work Notification
33 r. Legal Holidays
34 s. Trench Safety Plans
35 t. Confined Space Entry Standards
36 u. Coordination with the City’s representative for operations of existing water
37 systems
38 v. Storm Water Pollution Prevention Plan
39 w. Coordination with other Contractors
40 x. Early Warning System
41 y. Contractor Evaluation
42 z. Special Conditions applicable to the project
43 aa. Damages Claims
44 bb. Submittal Procedures
45 cc. Substitution Procedures
46 dd. Correspondence Routing
47 ee. Record Drawings
48 ff. Temporary construction facilities
49 gg. MBE/SBE procedures
50 hh. Final Acceptance
51 ii. Final Payment
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 jj. Questions or Comments
2 1.5 SUBMITTALS [NOT USED]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE [NOT USED]
7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
8 1.11 FIELD [SITE] CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS [NOT USED]
11 PART 3 - EXECUTION [NOT USED]
12 END OF SECTION
13
Revision Log
DATE NAME SUMMARY OF CHANGE
14
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 SECTION 01 33 00
2 DAP SUBMITTALS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including, but not limited to:
32 a) Disapproval and resubmittal (if required)
33 b) Coordination with other submittals
34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 d. Make submittals promptly in accordance with approved schedule, and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission (second resubmission) of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings, product data and samples, including those by
22 subcontractors, prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) “By this submittal, I hereby represent that I have determined and verified
33 field measurements, field construction criteria, materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items / Table of Contents
44 c. Product Data /Shop Drawings/Samples /Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 2. The Project title and number
2 3. Contractor identification
3 4. The names of:
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 1. As specified in individual Work Sections includes, but is not necessarily limited to:
17 a. Custom-prepared data such as fabrication and erection/installation (working)
18 drawings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork manufacturing instructions
22 e. Custom templates
23 f. Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 i. As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City’s Standard Product
35 List, clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City’s Standard
37 Product List, submittal data may include, but is not necessarily limited to:
38 a. Standard prepared data for manufactured products (sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) Manufacturer's printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication, and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City’s Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution (if required in lieu of electronic distribution)
01 33 00 - 5
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
10 2) Copies
11 a) 4 copies
12 c. Samples
13 1) Distributed to the Project Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections.
16 3. Distribute reproductions of approved shop drawings and copies of approved
17 product data and samples, where required, to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings, data and samples will be for general conformance
23 with the design concept and Contract Documents. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors, including details,
26 dimensions, and materials
27 c. Approving departures from details furnished by the City, except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and omission are assumed by the Contractor, and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy, for coordinating the
35 Work with all other associated work and trades, for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings, data or samples as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance, the City may return the reviewed drawings without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under 1 of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
45 comments on the submittal.
46 a) When returned under this code the Contractor may release the
47 equipment and/or material for manufacture.
48 b. Code 2
01 33 00 - 6
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however, all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
11 however, all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments, omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor’s risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City’s
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense, based on the City's or City
33 Representative’s then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals, will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial, at the City’s
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor, and will be considered "Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents, then written notice must be
48 provided thereof to the Developer at least 7 Calendar Days prior to release for
49 manufacture.
01 33 00 - 7
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13 N. Request for Information (RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Sufficient information shall be attached to permit a written response without further
21 information.
22
23
24
25
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
01 33 00 - 8
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August 30, 2013
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
5
01 35 13 - 1
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 SECTION 01 35 13
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 – General Requirements
24 3. Section 33 12 25 – Connection to Existing Water Mains
25
26 1.2 REFERENCES
27 A. Reference Standards
28 1. Reference standards cited in this Specification refer to the current reference
29 standard published at the time of the latest revision date logged at the end of this
30 Specification, unless a date is specifically cited.
31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
32 High Voltage Overhead Lines.
33 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
34 Specification
35 1.3 ADMINISTRATIVE REQUIREMENTS
36 A. Coordination with the Texas Department of Transportation
37 1. When work in the right-of-way which is under the jurisdiction of the Texas
38 Department of Transportation (TxDOT):
39 a. Notify the Texas Department of Transportation prior to commencing any work
40 therein in accordance with the provisions of the permit
01 35 13 - 2
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 b. All work performed in the TxDOT right-of-way shall be performed in
2 compliance with and subject to approval from the Texas Department of
3 Transportation
4 B. Work near High Voltage Lines
5 1. Regulatory Requirements
6 a. All Work near High Voltage Lines (more than 600 volts measured between
7 conductors or between a conductor and the ground) shall be in accordance with
8 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
9 2. Warning sign
10 a. Provide sign of sufficient size meeting all OSHA requirements.
11 3. Equipment operating within 10 feet of high voltage lines will require the following
12 safety features
13 a. Insulating cage-type of guard about the boom or arm
14 b. Insulator links on the lift hook connections for back hoes or dippers
15 c. Equipment must meet the safety requirements as set forth by OSHA and the
16 safety requirements of the owner of the high voltage lines
17 4. Work within 6 feet of high voltage electric lines
18 a. Notification shall be given to:
19 1) The power company (example: ONCOR)
20 a) Maintain an accurate log of all such calls to power company and record
21 action taken in each case.
22 b. Coordination with power company
23 1) After notification coordinate with the power company to:
24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
25 lower the lines
26 c. No personnel may work within 6 feet of a high voltage line before the above
27 requirements have been met.
28 C. Confined Space Entry Program
29 1. Provide and follow approved Confined Space Entry Program in accordance with
30 OSHA requirements.
31 2. Confined Spaces include:
32 a. Manholes
33 b. All other confined spaces in accordance with OSHA’s Permit Required for
34 Confined Spaces
35 D. Use of Explosives, Drop Weight, Etc.
36 1. When Contract Documents permit on the project the following will apply:
37 a. Public Notification
38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
39 prior to commencing.
40 2) Minimum 24 hour public notification in accordance with Section 01 31 13
41 E. Water Department Coordination
42 1. During the construction of this project, it will be necessary to deactivate, for a
43 period of time, existing lines. The Contractor shall be required to coordinate with
44 the Water Department to determine the best times for deactivating and activating
45 those lines.
01 35 13 - 3
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City’s representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor’s letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor’s foreman and phone number
29 f) Name of the City’s inspector and phone number
30 g) City’s after-hours phone number
31 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor’s letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
01 35 13 - 4
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor’s foreman and phone number
4 6) Name of the City’s inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad’s
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
01 35 13 - 5
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
01 35 13 - 6
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 EXHIBIT A
2 (To be printed on Contractor’s Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
01 35 13 - 7
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CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised August, 30, 2013
1 EXHIBIT B
2
3
4
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.
Primrose Crossing Phase 6
CPN 102851
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.
Primrose Crossing Phase 6
CPN 102851
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised JULY 1, 2011
1 SECTION 01 50 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
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.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City’s Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised JULY 1, 2011
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City’s
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting, and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised JULY 1, 2011
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised JULY 1, 2011
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised July 1, 2011
1 SECTION 01 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 – General Requirements
15 3. Section 34 71 13 – Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised July 1, 2011
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete, to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City’s Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2 - PRODUCTS [NOT USED]
35 PART 3 - EXECUTION [NOT USED]
36 END OF SECTION
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised July 1, 2011
1 SECTION 01 57 13
2 STORM WATER POLLUTION PREVENTION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
11 Contract
12 2. Division 1 – General Requirements
13 3. Section 31 25 00 – Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 31 25 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised July 1, 2011
1 B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division, (817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 31 25 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 01 33 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised July 1, 2011
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 01 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
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]
Primrose Crossing Phase 6
CPN 102851
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.
Primrose Crossing Phase 6
CPN 102851
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 SECTION 01 66 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 – General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer’s recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer’s recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City’s Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by
26 City’s Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers’ unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City’s Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless otherwise approved in writing by City’s
38 Project Representative.
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR / RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 SECTION 01 70 00
2 MOBILIZATION AND REMOBILIZATION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Mobilization and Demobilization
7 a. Mobilization
8 1) Transportation of Contractor’s personnel, equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor’s operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor’s personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor’s operation
16 from 1 location to another location on the Site.
17 b. Demobilization
18 1) Transportation of Contractor’s personnel, equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 2. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization
29 a) Transportation of Contractor’s personnel, equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization
35 a) Transportation of Contractor’s personnel, equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor’s
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
45 a. Mobilization and Demobilization
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor’s personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor’s
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor’s personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 – General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
33 2. Remobilization for suspension of Work as specifically required in the Contract
34 Documents
35 a. Measurement
36 1) Measurement for this Item shall be per each remobilization performed.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under “Measurement” will be paid for at the unit
40 price per each “Specified Remobilization” in accordance with Contract
41 Documents.
42 c. The price shall include:
43 1) Demobilization as described in Section 1.1.A.2.a.1)
44 2) Remobilization as described in Section 1.1.A.2.a.2)
45 d. No payments will be made for standby, idle time, or lost profits associated this
46 Item.
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 3. Remobilization for suspension of Work as required by City
2 a. Measurement and Payment
3 1) This shall be submitted as a Contract Claim in accordance with Article 10
4 of Section 00 72 00.
5 2) No payments will be made for standby, idle time, or lost profits associated
6 with this Item.
7 4. Mobilizations and Demobilizations for Miscellaneous Projects
8 a. Measurement
9 1) Measurement for this Item shall be for each Mobilization and
10 Demobilization required by the Contract Documents
11 b. Payment
12 1) The Work performed and materials furnished in accordance with this Item
13 and measured as provided under “Measurement” will be paid for at the unit
14 price per each “Work Order Mobilization” in accordance with Contract
15 Documents. Demobilization shall be considered subsidiary to mobilization
16 and shall not be paid for separately.
17 c. The price shall include:
18 1) Mobilization as described in Section 1.1.A.3.a.1)
19 2) Demobilization as described in Section 1.1.A.3.a.2)
20 d. No payments will be made for standby, idle time, or lost profits associated this
21 Item.
22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
23 a. Measurement
24 1) Measurement for this Item shall be for each Mobilization and
25 Demobilization required by the Contract Documents
26 b. Payment
27 1) The Work performed and materials furnished in accordance with this Item
28 and measured as provided under “Measurement” will be paid for at the unit
29 price per each “Work Order Emergency Mobilization” in accordance with
30 Contract Documents. Demobilization shall be considered subsidiary to
31 mobilization and shall not be paid for separately.
32 c. The price shall include
33 1) Mobilization as described in Section 1.1.A.4.a)
34 2) Demobilization as described in Section 1.1.A.3.a.2)
35 d. No payments will be made for standby, idle time, or lost profits associated this
36 Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION [NOT USED]
5 END OF SECTION
6
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
7
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 SECTION 01 74 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21 C. Exterior (Site or Right of Way) Final Cleaning
22 1. Remove trash and debris containers from site.
23 a. Re-seed areas disturbed by location of trash and debris containers in accordance
24 with Section 32 92 13.
25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26 that may hinder or disrupt the flow of traffic along the roadway.
27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
28 junction boxes and inlets.
29 4. If no longer required for maintenance of erosion facilities, and upon approval by
30 City, remove erosion control from site.
31 5. Clean signs, lights, signals, etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 END OF SECTION
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 SECTION 01 77 19
2 CLOSEOUT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report (if required)
11 f. Contractor’s Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation, in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR / RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 SECTION 01 78 23
2 OPERATION AND MAINTENANCE DATA
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 ½ inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer’s printed data, or neatly typewritten
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
20 4. If available, provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List, with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 5. Copy of each warranty, bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials and finishes:
8 a. Manufacturer's data, giving full information on products
9 1) Catalog number, size, composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacturer's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection, maintenance and repair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, as appropriate:
26 a. Description of unit and component parts
27 1) Function, normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in, routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controls manufacturer
47 h. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 i. Charts of valve tag numbers, with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function, normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts, manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 SECTION 01 78 39
2 PROJECT RECORD DOCUMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City’s Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS - JOB SET".
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes, use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings, by dimension accurate to within 1
30 inch, the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction, and the actual location of items.
47 c. Call attention to each entry by drawing a "cloud" around the area or areas
48 affected.
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Primrose Crossing Phase 6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102851
Revised April 7, 2014
1 d. Make changes neatly, consistently and with the proper media to assure
2 longevity and clear reproduction.
3 2. Transfer of data to other Documents
4 a. If the Documents, other than Drawings, have been kept clean during progress of
5 the Work, and if entries thereon have been orderly to the approval of the City,
6 the job set of those Documents, other than Drawings, will be accepted as final
7 Record Documents.
8 b. If any such Document is not so approved by the City, secure a new copy of that
9 Document from the City at the City's usual charge for reproduction and
10 handling, and carefully transfer the change data to the new copy to the approval
11 of the City.
12 3.5 REPAIR / RESTORATION [NOT USED]
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
15 3.8 SYSTEM STARTUP [NOT USED]
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING [NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
Ventana Phase 5A
CPN 102574
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
Ventana Offsite Waterline
CPN 103232
Primrose Crossing Phase 6
CPN 102851
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FINAL GEOTECHNICAL EXPLORATION
PRIMROSE CROSSING — PHASES 5 AND 6
Off Old Granbury Road and McPherson Boulevard
Fort Worth, Texas
ALPHA Report No. W193070
March 3, 2020
Prepared for:
LENNAR — LAND AND CONSTRUCTION DFW DIVISION
1707 Market Place Boulevard, Suite 100
Irving, Texas 75063
Attention: Mr. Justin Christ
Prepared By:
ALPHA ��TESTING
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WHERE IT ALL BEGINS
ALPHA ��
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TESTING
WHERE IT ALL BEGINS
March 3, 2020
Geotechnical
Construction Materials
Environmentsl
TBPE Firm No. 813
Lennar — Land and Construction DFW Division
1707 Market Place Boulevard, Suite 100
Irving, Texas 75063
Attention: Mr. Justin Christ
Re: Final Geotechnical Exploration
Primrose Crossing — Phases 5 and 6
Off Old Granbury Road and McPherson Boulevard
Fort Worth, Texas
ALPHA Report No. W193070
5058 Brush Creek Road Tel.• 817-496-5600
Fort Worth, Texas 76119 Fax: 817-496-5608
www. alphatesting. com
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Justin S. Christ on December 16, 2019 and performed in
accordance with ALPHA Proposal No. 74421-Revl December 12, 2019.
Bo�ings proposed for a planned detention pond we�e cancelled pe� the Client's request.
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.
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.
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Kimberly Fyffe
Geotechnical Project Manager
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Brian J. Hoyt, P.E.
Geotechnical Department Manager
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Copies: (1-PDF) Client
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TABLE OF CONTENTS
ALPHA REPORT NO. W193070
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 Existing Fill ............................................................................................................. 3
6.2 Slab-on-Grade Foundation ...................................................................................... 4
6.2.1 Subgrade Improvement Using Moisture Conditioning
in Zones II, III and IV ................................................................................. 6
6.3 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade .................... 7
6.4 Drainage and Other Considerations ........................................................................ 7
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 8
7.1 Site Preparation and Grading .................................................................................. 8
7.2 Foundation Excavations ........................................................................................ 10
7.3 Fill Compaction .................................................................................................... 10
7.4 Utilities ..................................................................................................................11
7.5 Groundwater ......................................................................................................... 11
8.0 LIMITATIONS .................................................................................................................12
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figures lA and 1 B
B-1 Methods of Laboratory Testing
Swell Test Results — Figures 2A through 2D
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W 193070
1.0 PURPOSE AND SCOPE
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The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to
evaluate for Lennar — Land and Construction DFW Division (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 wark 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 (Primrose Crossing — Phases 5 and 6, formerly
named Llano Springs Phases 5 and 6) on a 48.154-acre tract of land generally located on the west
side of Old Granbury Road, about 2,000 ft north of McPherson Boulevard in Fort Worth, Texas.
A site plan illustrating the subject site is provided as Figures lA and 1B, the Boring Location
Plan, in the Appendix.
At the time of the field exploration, the site was cleared. Review of historical aerial images
available from Google Earth� indicate clearing and grading activities previously occurred on the
site. No information regarding previous development or excavation on the site was provided to
us.
Review of the grading plans provided by LJA Engineering, Inc. (for Primrose Crossing — Phases
5 and 6, dated January 2020, Sheets 43 through 46 for Phase 5, and Sheets 25 through 28 for
Phase 6) indicates the site generally slopes down towards the north about 56 ft (Appx. Elev. 819
ft to Elev. 763 ft). The referenced grading plans also indicate cuts of up to 15 ft and fills of up to
14 ft will be required to achieve final grade within 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'/z inches or less. No below grade slabs are planned.
1
ALPHA Report No. W 193070
3.0 FIELD EXPLORATION
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Subsurface conditions on the site were explored by drilling a total of 56 test borings to a depth of
about 20 ft each. The approximate location of each test boring is shown on the Boring Location
Plan, Figures lA and 1B, 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 enclosed in the
Appendix.
5.0 GENERAL SUBSURFACE CONDITIONS
Based on geological atlas maps available from the Bureau of Economic Geology, published by
the University of Texas at Austin, the project site lies within the undivided Washita Group. The
undivided Washita Group formation generally consists of interbedded limestone and shale.
Residual overburden soils associated with these formations generally consist of clay soils with
moderate to very high shrink/swell potential.
Subsurface conditions encountered in most of the borings generally consisted of about 4 ft to 19
ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings.
Some shallow limestone layers, about 2 ft to 9 ft thick, were encountered at depths of about 2 ft
to 8 ft below the ground surface in Borings 1, 36, 39, 49, 50, and 54. Clay soils extended to the
20 ft termination depth of Borings 34, 35, 44, 45, and 55. The upper 2 ft to 6 ft of clay soils
encountered in Borings 18, 19, and 54 were visually classified as fill material. 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.
2
ALPHA Report No. W 193070
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During our field investigation, free groundwater was encountered in Borings 5, 6, 18, 20, 34, 46,
and 53 on drilling tools during drilling and/or in the open boreholes immediately upon
completion of drilling at depths of about 3 ft to 16'/z ft below the existing ground surface. It is
common to encounter groundwater in fill material, from natural fractures within the clayey
matrix, at the soil/rock (limestone) interface or from the fractures within the rock (limestone)
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 boring logs provided 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 design recommendations were evaluated based on final grades as indicated on the
referenced grading plans. Cutting and filling on the site other than depicted on the referenced
grading plans can alter the recommended foundation design parameters. Therefore, it is
recommended our office be provided with final grading plans prior to construction to verify
appropriate design parameters are utilized for final foundation design.
61 Existing Fill
As discussed in Section 5.0, existing fill was encountered to depths of about 2 ft to 6 ft below the
existing ground surface in Borings 18, 19, and 54. It is not known if this fill was placed under
engineering supervision with compaction records. If compaction records for this fill cannot be
obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally
not considered suitable for support of slab foundations due to the risk of under-compacted zones
resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing
uncontrolled fill should be removed from the building pad area and replaced with engineered fill
as recommended in Section 6.2 where moisture conditioned soils are required or Section 7.3
where general fill is required. The excavated materials may be suitable for reuse as engineered
fill provided they are free of organics, boulders, rubble, and other debris.
The lateral extent, depth and nature of the existing fill are not known. Test pits could be
performed prior to construction to verify the presence, lateral extent, depth, and nature of the
existing fill materials. ALPHA would be pleased to provide this service if desired.
3
ALPHA Report No. W 193070
6.2 Slab-on-Grade Foundation
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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 soil bearing pressure of 2.0
kips per sq ft may be used for design of all grade beams bearing on competent limestone,
undisturbed cuts in native clay soils or on general fill material placed as recommended in Section
7.3. A reduced net allowable bearing pressure of 1.5 kips per sq ft should be used for all grade
beams bearing on moisture improved material placed as recommended in Section 6.2.1. Grade
beams should bear a minimum depth of 18 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.
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 IV and
delineated on the Boring Location Plan, Figures lA and 1B.
Subgrade improvement in the respective Zones (see Figures lA and 1B) should be performed
using the information summarized in Table A.
TABLE A
Estimated Potential Seasonal Movements and Recommended Subgrade Improvement
ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE
ZONE MOVEMENT, MOVEMENTS TO 4'/2 INCHES
INCHES
I Up to 4'/2 No Improvement Required
II up to 6 4 ft of Moisture Conditioning
III up to 7 6 ft of Moisture Conditioning
IV More than 7 8 ft of Moisture Conditioning
The above 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.
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ALPHA Report No. W 193070
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Potential seasonal movements in some areas of Zone I could be less than 4'/2 inches where
limestone is near final grade. However, due to the variability of the depth to limestone in Zone I
and across the site, we recommend using 41/Z inches for design purposes.
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 50 or less. If the plasticity index of
material used to raise the grade is higher than 50, potential movements could be higher than our
estimates.
Potential movements provided above for slab foundations in Zones II, III and IV (see Figures
lA and 1B for delineation of Zones) are considered outside normal design tolerances.
Movement of slab foundations in Zones II, III and IV could be reduced to not more than about
4�/z inches if the on-site soils below final grade are improved to depths below final grade as
summarized in Table A by moisture conditioning then covered with an impermeable plastic
barrier (polyethylene sheeting) following the recommendations provided in Section 6.2.1.
In choosing moisture conditioning as a method of slab movement reduction, the Client is
accepting some post construction movement of slabs (about 4'/z inches). Therefore, the Client
understands and acknowledges that in the geographical region covered by this report, a potential
movement of 4%2 inches is considered a reasonable compromise between foundation design and
construction cost and the amount of allowable movement of the foundation.
The presence of shallow limestone in some areas of the site and limestone near planned final
grades in other areas could complicate the injection process. Therefore, water pressure injection
is not considered practical for this site. If water pressure injection recommendations are desired,
our office should be contacted.
Please note, improvement of the existing soils using moisture conditioning with plastic sheeting
is intended only for the designated building pad areas plus 5 ft beyond the building pad limits,
and not the entire residential lot. Accordingly, planned residences must be exclusively
constructed within the building pad designated on the referenced project grading plans. The
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.
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ALPHA Report No. W 193070 �
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6.2.1 Subgrade Improvement Using Moisture Conditionin� in Zones II, III and IV
Estimated potential movements of slab foundations in Zones II, III and IV could be
reduced to about 4%z inches by moisture-conditioning the upper 4 ft to 8 ft of on-site soils
below final grade as recommended in Table A.
Please note; limestone seams and layers were encountered within the clay soils in several
borings and could be encountered within the required depth of moisture conditioning,
particularly near zone boundaries. In some cases, over-excavation of limestone will be
required to install moisture conditioned soils. If limestone can be verified to be at least 3
ft thick across the entire building pad, over-excavation will not be required. The
thickness of limestone can be verified with test pits or test borings. ALPHA should be
retained to observe test pits or perforin test borings for the purpose of limestone thickness
verification.
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(but not more than
7) 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 relatively lower
plasticity index may require compaction at a moisture content closer to optimum. Any
deviation from the range of 5 to 7 percentage points above optimum should be verified 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 Zones II, III and IV should not exceed about 4'/z 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
"targeY' 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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ALPHA Report No. W 193070
6.3 Post-Tensionin� Institute, Desi�n of Post-Tensioned Slab-on-Grade
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Table B contains 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 Design Parameters Potential Seasonal Movement = 41/Z inches
in Zone I and after sub rade im rovement as discussed in Section 6.2.1 in Zones II III and IV
Edge Lift Center Lift
Edge Moisture Distance (er„), ft 3.7 7.0
Differential Soil Movement (y,,,), inches 2.2 (swell) 1.6 (Shrink)
6.4 Drainage and Other Considerations
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:
� 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.
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ALPHA Report No. W 193070
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Trench backf'ill 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
traveling in the trench backfill and entering beneath the structure.
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES
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.l Site Preparation and Grading
Existing fill was encountered to depths of about 2 ft to 6 ft below the ground surface in some of
the borings. Although not encountered in the borings, the existing fill materials can also contain
organics, boulders, rubble, and other debris which could be encountered during site grading and
general excavation. The earthwork and excavation contracts should contain provision for
removal of unsuitable materials in the existing fill. Test pit excavations performed prior to
construction can be used to evaluate the depth, extent and composition of existing fill at this site.
ALPHA would be pleased to provide this service if desired.
Limestone was encountered as shallow as 2 ft below existing ground surface in some of the
borings. We expect limestone will be encountered during general excavation at this site. From
our experience, this limestone can be hard and may be 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.
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ALPHA Report No. W 193070
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• The exposed subgrade should be further evaluated by proof-rolling with a heavy
pneumatic tired roller, loaded dump truck or similar equipment weighing approximately
20 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
horizontallift 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.
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
means, methods and sequencing of construction operations. The contractar 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.
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ALPHA Report No. W 193070
7.2 Foundation Excavations
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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.
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, excavations should be slightly
deepened and cleaned, in order to provide a fresh bearing surface.
7.3 Fill Compaction
The following recoininendations pertain to general fill compaction. Fill placed as moisture
conditioned soil within the building pad areas in Zones II, III and IV should conform to the
recommendations for moisture conditioning p�ovided in Section 6.2.
Clay fill 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 fill 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.
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 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.
Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 98 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 above.
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.
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ALPHA Report No. W 193070
7.4 Utilities
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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 a�e 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 othe� 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.
7.5 Groundwater
Groundwater was encountered in Borings 5, 6, 18, 20, 34, 46, and 53 at depths of about 3 ft to
16'/2 ft below the ground surface. From our experience, shallower 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. Also, 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 �inal grades to evaluate the need
for such drains.
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ALPHA Report No. W 193070
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.
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ALPHA Report No. W 193070
A-1 METHODS OF FiELD EXPLORATION
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Using standard rotary drilling equipment, a total of 56 test borings were performed for this
geotechnical exploration. The approximate locations of the barings are shown on the Boring
Location Plan, Figures lA and 1B. The test boring locations were staked using a handheld GPS
unit or 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 laboratory.
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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ALPHA Report No. W 193070
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), 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 the soil
shear strength. Results of all laboratory tests described above 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 D4546. 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 exhibits 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, Figures 2A through 2D included in this
Appendix.
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sosBBYushcreekRa. gORING NO.: 1
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/6/2020 End Date: 1/6/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with limestone fragments
and calcareous deposits
4.5+ 14 60 22 38
4.5+ 8.2 119 11 2.5
4.0
Tan LIMESTONE with clay seams and layers
5
8.0
Tannish Brown CLAY with limestone fragments
4.0 24 74 24 50 0.0
10
12.0
Tan SHALY CLAY
4.5+ 18 40 19 21 0.0
15 15.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 2
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with limestone fragments
and calcareous deposits
3.75 20
4.5 17 55 20 35
5 4.5+ 15 0.0
4.5+ 13
4.0 28
10
12.0
Tan SHALY CLAY
4.5 2.9 104 23
15 15.0
Tan LIMESTONE with clay seams and layers
19.0
Gray LIMESTONE with shale seams 100/
20 20.0 5��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 3
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments 4.5 16 53 18 35
4.5 19 2.7
5 4.5+ 17 68 23 45
4.5+ 3.0 108 17
8.0
Tan SHALY CLAY
4.25 16
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 � ��
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 4
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments 4.5 16
4.5+ 14 1.2
5 4.5 13
2.5 34 71 25 46
2.5 31
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 3��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 5
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
� � 13 T L �� a� U..�'�'.. �'�°' �a� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
2.0 24 54 17 37
2.0 24
5 2.75 28 73 21 52 0.0
1.75 24
2.25 27
10
11.0
Tan LIMESTONE with clay seams and layers
�
100/
15 2.5"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 6
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
0
,� � �On Rods (ft): 13 � L o `� � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): 7 °� >� � o � E °' v� m� � � o � � ~
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Gray CLAY with treet roots and rock
fragments - FILL 1.5 26 53 18 35
2.0
Brown CLAY with limestone fragments
2.5 24
5 2.0 31
� 3.25 27
2.75 27 76 25 51 0.0
10 10.0
Brown and Gray SHALY CLAY
�
4.0 16 52 19 33 0.0
14.0
Tan LIMESTONE with clay seams and layers 100/
15 2.25„
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 7
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.0 23
4.5 21 69 22 47
5 4.5+ 16 1.3
87/
6.0 � 2„
Tan LIMESTONE with clay seams and layers
10 100/
7.25"
100/
15 3.75"
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 8
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5 19
4.5+ 19 68 21 47
5 4.5+ 13
4.5+ 14 59 19 40
97/
10 10.0 11.5"
Tan LIMESTONE with clay seams and layers
100/
15 5��
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 9
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 22
4.5 22
5 4.5+ 16 60 20 40 0.3
6.0
Tan Weathered LIMESTONE 61/
12"
10 10.0 12/
Tan LIMESTONE with clay seams and layers
100/
15 8.75„
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 3.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 10
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY
2.0 27 65 23 42
4.5+ 2.1 107 15 0.0
5 5.0 4.5+ 14
Tan Weathered LIMESTONE 62/
12"
83/
10 10.0 11.5"
Tan LIMESTONE with clay seams and layers
100/
15 6.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 11
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 25
2.75 31
5 4.5+ 15 76 25 51 4.5
6.0
Tan Weathered LIMESTONE 69/
12"
10 10.0 12/
Tan LIMESTONE with clay seams and layers
100/
15 5.75"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 12
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
2.5 29
4.5 23 76 25 51 1.9
5 4.5 18
53/
6.0 � 2��
Tan Weathered LIMESTONE
10 10.0 12/
Tan LIMESTONE with clay seams and layers
100/
15 2.5"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 13
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 25
4.0 25 77 23 54
4.0
Tan LIMESTONE with clay seams and layers 100/
5 6.75"
10 100/
2.75"
12.0
Gray LIMESTONE with shale seams
100/
15 � ��
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 14
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits 2,0 28 71 23 48
4.5+ 14
- with limestone fragments from 3 ft to 4 ft
5 4.5+ 14
4.5 27 62 22 40 0.3
4.5+ 16
10
13.0
Brown and Gray SHALY CLAY
4.5+ 25
15 15.0
Tan LIMESTONE with clay seams and layers 100/
6.5"
100/
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 15
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 24
4.5+ 17 71 21 50 1.6
5 4.5 27
4.5+ 26
8.0
Tannish Brown CLAY with calcareous deposits
4.5+ 15 45 16 29
10
14.0
Tan LIMESTONE with clay seams and layers 100/ 14
15 3.5"
16.0
Gray LIMESTONE with shale seams
100/ 11
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 16
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 1.75 27
4.5+ 18
5 4.5+ 23 88 28 60 2.5
6.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 15
4.5+ 15 76 27 49 3.3
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 3.25"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 17
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 3.25 1.8 93 26 62 21 41
4.5+ 26
5 4.5 23
4.5+ 20
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 18 58 19 39 0.1
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 3.75"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 18
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/10/2020 End Date: 1/10/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 3 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): '�6 °� >C� � o � E °' v� mo � � � � � ~
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with rock fragments and calcareous
deposits - FILL
3.0 14
2.0
Brown CLAY with limestone fragments
� 2.5 28 66 20 46 1.1
5 1.0 21
2.75 18
1.0 21
10
13.0
Brown and Gray SHALY CLAY
4.5+ 5.0 115 17 52 18 34 0.0
15 15.0
Tan LIMESTONE with clay seams and layers
1
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 19
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/10/2020 End Date: 1/10/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with rock fragments and organic
material - FILL
4.5+ 6
3.5 9
5 4.0 25
6.0
Tannish Brown CLAY with limestone fragments 3.0 20 37 17 20
8.0
Tan SHALY CLAY
4.5+ 20 51 19 32 0.1
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 6.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 20
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/10/2020 End Date: 1/10/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 3 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.0 24 60 21 39
✓
3.5 21
5 3.0 20
6.0
Brown and Gray SHALY CLAY
4.5 12
3.5 21 44 18 26 0.9
10
4.5+ 19
15 15.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 21
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 4.0 19
4.5+ 6
5 4.5+ 13
4.25 18 47 19 28 0.5
8.0
Tan CLAY with limestone seams
10 $2� 15
4.5+ 17 63 20 43 2.9
15 15.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams
100/ 15
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 22
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
2.5 28 64 24 40
4.5+ 19
5 4.5+ 4.3 117 14
6.0
Tan Weathered LIMESTONE g7/ 12
10.5"
10
12.0
Tan CLAY with calcareous deposits
4.5+ 13
15
19.0
Gray LIMESTONE with shale seams 100/ 14
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 23
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY
4.5 25
4.5 23 64 21 43 1.3
5 4.5+ 18
4.5+ 18
- with calcareous deposits below 8 ft
8.0
Tannish Brown and Brown SHALY CLAY
4.5+ 15 68 22 46
10
4.5+ g.7 112 19 0.0
15 15.0
Gray LIMESTONE with shale seams
100/ 16
20 20.0 3.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 24
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.0 18
4.5+ 21
5 5.0 4.5+ 18 78 26 52 4.0
Tan CLAY with limestone seams
12/ 12
10 � 2/
11.0
Tannish Brown and Brown SHALY CLAY
15 4.5+ 16
16.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams
100/ 14
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 25
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits 4.0 25 75 25 50
4.0 24
5 4.25 1.6 98 20 62 20 42 0.0
4.5+ 21
9.0
Tan LIMESTONE with clay seams and layers 100/ �$
10 7.5„
100/ 14
15 2.25„
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 26
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
3.0 32
3.0 29 75 24 51 0.1
5 3.5 31
6.0
Tan LIMESTONE with clay seams and layers 100/ 12
8.25"
10 100/ 13
3.25"
14.0
Gray LIMESTONE with shale seams 100/
15 2��
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 27
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
4.5+ 14
4.5+ 20 48 24 24 0.0
5
4.5+ 21
4.5+ 21
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 18
10
4.5+ 18 62 20 42 0.0
14.0
Tan LIMESTONE with clay seams and layers 100/
15 6��
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 28
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 2.75 30
4.25 25
5 4.5+ 13 85 27 58 0.1
4.5+ 12
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 17
10
4.5+ 16
15 15.0
Tan LIMESTONE with clay seams and layers 100/
3.5"
19.0
Gray LIMESTONE with shale seams 100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 29
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.0 32 81 27 54
4.0 26
5 4.5+ 3.6 110 18 0.9
4.5+ 17
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 23 0.0
10
12.0
Tan LIMESTONE with clay seams and layers
100/
15 6.25"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 30
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
2.75 28
4.5+ 19 76 25 51 1.1
5 4.5+ 16
7.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 19
10
11.0
Tan LIMESTONE with clay seams and layers
100/
15 2.5"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 31
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 2.25 35
3.25 25
5 4.5 20 73 24 49 0.0
4.5+ 18
4.5 17
10
12.0
Tan LIMESTONE with clay seams and layers
100/
15 5.25"
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 32
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits 3.0 28 66 23 43
4.5 21
5 4.5+ 16
4.5+ 18
4.5 16
10 10.0
Tannish Brown and Gray SHALY CLAY with
caclareous deposits
4.5+ 21 64 23 41 1.9
15
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 33
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with limestone fragments
and calcareous deposits
3.0 19
4.5+ 17 44 19 25
5 4.5+ 7.1 115 15 5.5
6.0
Tan Weathered LIMESTONE 8g/
10.5"
10
11.0
Tannish Brown and Gray SHALY CLAY
4.5+ 26
15
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 3��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 34
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 6 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): 12 °' >C1 � o � E °' v� m� � � o � � ~
� � .
a o- - �- �� �p� a o •� c dN p n U � in .v �
� �° �After Hours (ft):
a�
0 � — �� X� � o� o o � � � a m �
�a a � Z � � a
MATERIAL DESCRIPTION
Tannish Brown CLAY 4.0 19
- limestone seams and layers from 1 ft to 2 ft 100/
3.5"
4.5+ 9 57 19 38
5 4.5+ 13 7.3
� 6.0
Tannish Brown and Gray SHALY CLAY
4.5 19
3.75 19 47 17 30 0.0
10
1
4.0 0.8 97 26
15
4.5 23
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 35
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments and calcareous deposits 4.5+ 19 65 22 43
4.5+ 1.7 107 17 0.1
5 4.5 14
- limestone seams and layers from 5 ft to 6 ft
4.5+ 17
4.5+ 19
10
13.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 18 38 16 22 0.0
15
4.5+ 22
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 36
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
4.0 27
4.5 18 56 20 36 0.1
4.0
Tan LIMESTONE with clay seams and layers 100/
5 2�
10 100/
3.5"
13.0
Tannish Brown and Gray SHALY CLAY
4.5 20
15
4.5 20
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 37
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.0 28
3.0 29
5 4.5+ 8 66 20 46 0.0
6.0
Tan CLAY with limestone seams 71/
12"
89/
10 1.25'
86/
15 8.75„
18.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 2.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 38
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
3.75 28 77 26 51
3.75 24
5 5.0 4.5+ 31
Tan LIMESTONE with clay seams and layers 100/
7.25"
10 100/
4.25"
12.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 16 54 19 35 0.1
15
4.5+ 25
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 39
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits
4.5+ 20
4.5+ 19 70 23 47 1.1
5 5.0 4.5+ 17
Tan LIMESTONE with clay seams and layers 100/
6'
10 100/
3.25"
15
100/
16.0 7.75"
Tannish Brown and Gray SHALY CLAY
4.5+ 17
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 40
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments and calcareous deposits 4.0 13
4.0 3.2 101 15
5 4.5+ 19 79 27 52 0.7
4.25 11
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 16 47 17 30 0.0
10
4.5+ 21
15
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 41
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 1.5 37
4.0 26
5 4.5+ 12
6.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 13 63 20 43 1.6
4.5+ 12
10
4.5+ 19
15
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 42
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 4.0 20 66 23 43
4.0 17 0.0
5 4.5+ 15
6.0
Tannish Brown and Gray SHALY CLAY
4.5+ 12
4.25 18 54 19 35 1.2
10
4.5 17
15
-limestone seams below 15 ft
17.0
Tan LIMESTONE with clay seams and layers 100/
18.0 10"
Gray LIMESTONE with shale seams
100/
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 43
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
3.25 1.1 97 21 38 17 21
3.75 15
4.0
Tannish Brown CLAY
5 4.0 14
4.5 21 52 20 32 2.3
4.5 13
10
- with limestone seams below 12'
97/
15 11.5"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 44
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.5 22
4.25 2.3 106 20
5 3.75 18 47 18 29 0.0
3.0 16
4.0 16
10
12.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
2.5 27 74 24 50 1.3
15
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 45
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 1.25 23 56 20 36
2.25 22
5 4.5+ 18
4.5+ 18
4.5+ 18 70 24 46 1.9
10
12.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 12 47 19 28 0.0
15
4.5+ 27
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 46
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 9 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments and calcareous deposits 4.5+ 16 65 22 43
3.75 24
5 3.5 2.2 99 24 1.2
3.5 23
�
3.25 25
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 2.25„
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 47
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with calcareous deposits
1.5 23
3.0 23 63 20 43 1.7
5 3.75 23
6.0
Tannish Brown and Gray SHALY CLAY
4.5+ 21
4.5+ 22 83 27 56 3.9
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 1.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 48
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
2.5 25 62 21 41
4.5+ 19
5 4.5+ 10 7.5
6.0
Tannish Brown and Gray SHALY CLAY with 4.5+ 17
calcareous deposits
-with limestone seams and layers below 9' 100/
10 7.5„
4.5+ 4.3 119 19 64 22 42
15 15.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 49
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 4.5+ 22 63 22 41
4.5+ 17 0.0
5 4.5+ 14
6.0
Tan LIMESTONE with clay seams and layers 100/
7.5"
8.0
Tannish Brown CLAY with calcareous deposits
4.5+ 12 53 19 34 1.1
10
13.0
Tannish Brown and Gray SHALY CLAY
3.5 17
15
4.5+ 20
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 50
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.5 28
4.5+ 15 71 25 46 0.4
- with calcareous deposits below 4 ft 4.5+ 13
5 5.0
Tan LIMESTONE with clay seams and layers 100/
4.5"
10 100/
5.25"
13.0
Tannish Brown and Gray SHALY CLAY
4.5+ 19 66 23 43 0.0
15
4.5+ 23
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 51
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/18/2020 End Date: 1/18/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY
3.5 26 64 21 43
4.5+ 25
5 2.75 1.6 104 22 0.1
3.0 24
8.0
Tannish Brown and Gray SHALY CLAY
3.25 17 41 16 25 0.0
10
3.75 28
15
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 52
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/18/2020 End Date: 1/18/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 3.75 26
4.5+ 15 63 23 40
- with limestone seams from 4 ft to 6 ft 83/
5 ����
3.0 17 1.1
8.0
Brown and Gray SHALY CLAY
4.5+ 16
10
4.5+ 18 58 23 35
15 15.0
Gray LIMESTONE
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 53
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/18/2020 End Date: 1/18/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � 15.5 �' T �� a� U..�'�'.. �'.g �a� a�i E E a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): 16.5 °� >C� � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.0 26 70 26 44
4.0 1.6 100 21
5 4.5+ 18
4.5+ 14
8.0
Tan LIMESTONE with clay seams and layers
10 100/
7.75"
13.0
Gray LIMESTONE with shale seams
100/
15 3.5"
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 54
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with rock fragments - FILL
4.5+ 14 51 19 32
3.0
Tan LIMESTONE with clay seams and layers 100/
4.75"
5
10 100/
1.5"
11.0
Tannish Brown and Gray SHALY CLAY
4.5+ 21
15
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 55
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
4.5+ 18 66 22 44
4.5+ 11
4.0
Tannish Brown and Gray SHALY CLAY
5
4.5+ 22
- with calcareous deposits from 4 ft to 8 ft
4.5+ 22 66 23 43 1.9
4.5+ 22
10
4.5+ 21
15
4.5+ 22
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 56
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
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MATERIAL DESCRIPTION
Tannish Brown CLAY with calcareous deposits
3.5 10.5 114 17
4.5+ 14
5 4.25 18 58 18 40
4.5+ 18 1.1
8.0
Tannish Brown and Gray SHALY CLAY
4.5+ 17 59 22 37 1.1
10
4.5+ 16
15 15.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
ALPHA/�
�
TESTING
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
K�i4
�o�('�,d (GM), SILTY GRAVEL
h I�.0 4
� (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
I�I
� TEXAS CONE PENETRATION
�ROCK CORE (2" ID except where
noted otherwise)
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
VERY LOOSE
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
RELATIVE PROPORTIONS
TRACE
LITTLE
SOME
AND
4 TO 15
16 TO 25
26 TO 35
OVER 35
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETER)
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
0.07 mm T0 0.4 mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
� C�� A �� ��� ���� Geotechnical 5058 Brush Creek Road Tel.• 817-496-5600
� Construction Materrals Fort Worth, Texas 76119 Fax.• 817-496-5608
Fnvironmental www. alphatesting. com
WHERE IT ALL BEGINS TBPEFirmNo.813
March 16, 2020
Lennar — Land and Construction DFW Division
1707 Market Place Boulevard, Suite 100
Irving, Texas 75063
Attention: Mr. Justin Christ
Re: Pavement Recommendations
Primrose Crossing — Phases 5 and 6
Off Old Granbury Road and McPherson Boulevard
Fort Worth, Texas
ALPHA Report No. W 193070-A
Submitted herein are the recommended pavement sections for the proposed subdivision
(Primrose Crossing — Phases 5 and 6). The proposed subdivision is generally located on the west
side of Old Granbury Road, about 2,000 ft north of McPherson Boulevard in Fort Worth, Texas.
This study was authorized by Mr. Justin S. Christ on December 16, 2019 and performed in
accordance with ALPHA Proposal No. 74421-revl dated December 12, 2019. This report is an
extension of ALPHA Report Na W 193070 dated March 3, 2020 containing geotechnical
recommendations for residential foundations.
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 the "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.
ALHA Report No. W 193070-A
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 defiue 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.
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 3,600 3,600 3,600
Strength (psi)
Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime
Application Rate (lbs per sq yd) 32 42 42
Reinforcing Bar No. 3 3 4
Reinforcing Bar Spacing (in) 18 18 18
Further 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 56 test borings to a depth of
about 20 ft. 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, Figures lA and 1B.
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.
ALHA Report No. W 193070-A
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:
• Moisture Content (ASTM D 2216)
• Atterberg-Limits (ASTM D 4318)
• Unconfined Compressive Strength (ASTM D 2166)
• Sulfate Content (TX-145-E Part II)
• Lime Series (Plasticity Index vs. Lime Content)
In addition to conventional laboratory testing to assess engineering properties of the soils
obtained, bulk samples were obtained from the site in the vicinity of Boring 30 for moisture-
density relationship testing (standard Proctor, ASTM D 698) and California Bearing Ratio
testing (CBR, ASTM D 1183). Individual test results are presented on the attached Log of
Boring or summary data sheets.
GENERAL SUBSURFACE CONDITIONS
Based on geological atlas maps available from the Bureau of Economic Geology, published by
the University of Texas at Austin, the project site lies within the undivided Washita Group. The
undivided Washita Group formation generally consists of interbedded limestone and shale.
Residual overburden soils associated with these formations generally consist of clay soils with
moderate to very high shrink/swell potential.
Subsurface conditions encountered in most of the borings generally consisted of about 4 ft to 19
ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings.
Some shallow limestone layers, about 2 ft to 9 ft thick, were encountered at depths of about 2 ft
to 8 ft below the ground surface in Borings 1, 36, 39, 49, 50, and 54. Clay soils extended to the
20 ft termination depth of Borings 34, 35, 44, 45, and 55. The upper 2 ft to 6 ft of clay soils
encountered in Borings 18, 19, and 54 were visually classified as fill material. 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.
During our field investigation, free groundwater was encountered in Borings 5, 6, 18, 20, 34, 46,
and 53 on drilling tools during drilling and/or in the open boreholes immediately upon
completion of drilling at depths of about 3 ft to 16'/z ft below the existing ground surface. It is
common to encounter groundwater in fill material, from natural fractures within the clayey
matrix, at the soil/rock (limestone) interface or from the fractures within the rock (limestone)
particularly during or after periods of precipitation. If more detailed groundwater information is
required, monitoring wells or piezometers can be installed.
3
ALHA Report No. W 193070-A
Further details concerning subsurface materials and conditions encountered can be obtained from
the attached boring logs.
ENGINEERING ANALYSIS AND RECOMENDATIONS
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 Subgrade Preparation
Based on review of the grading plans provided by LJA Engineering, Inc. (for Primrose Crossing
— Phases 5 and 6, dated January 2020, Sheets 43 through 46 for Phase 5, and Sheets 25 through
28 for Phase 6), we expect the pavement subgrade could consist of clay soils or similar onsite
materials used for grading the site. The pavement subgrade could also consist of limestone in
some areas depending on the given location along the alignment and grading requirements.
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 32 and
42 lbs per sq yard of hydrated lime (by dry soil weight) in conformance with TxDOT Standard
Specifications Item 260. 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 as could experience soil-related potential seasonal movements of 7 or more inches
depending on the depth of limestone from final grade. Potential seasonal movements are
discussed in more detail in ALPHA Report No. W 193070 performed for the residential
foundations to be constructed at the site.
4
ALHA Report No. W 193070-A
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,
or flexible base material could be used as a leveling course (as needed) to provide a smooth
surface for placement of the pavement.
California Bearing Ratio (CBR) tests performed for this project indicate the CBR values for the
natural clay soil tested could be about 1.4 to 1.5 (Figure 3). 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 Classi�cation 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 Axle 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.
5
ALHA Report No. W 193070-A
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 f 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.
Drainage 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 10 samples obtained from the borings were tested for soluble sulfate concentrations.
Results of the laboratory testing (TxDOT Test Method TEX-145-E Part I� are summarized in
Table B.
TABLE B
Soluble Sulfates
Sample Boring Depth, Soluble Sulfate,
No. No. ft Material Type m/K m
� � �pP )
1 4 4-6 Tannish Brown and Brown CLAY 22
2 8 4-6 Brown CLAY 55
3 12 4-5 Brown CLAY 192
4 16 2-4 Brown CLAY 14
5 20 2-4 Brown CLAY 22
6 23 0-2 Brown and Tannish Brown CLAY 90
7 27 2-4 Brown CLAY 103
8 31 2-4 Brown and Tannish Brown CLAY 84
9 50 2-4 Brown CLAY 50
10 56 2-4 Tannish Brown CLAY 85
6
ALHA Report No. W 193070-A
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 �rm 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.
Site Preparation and Grading
Existing fill was encountered to depths of about 2 ft to 6ft below the ground surface in some of
the borings. Although not encountered in the borings, the existing fill materials can also contain
organics, boulders, rubble, and other debris which could be encountered during site grading and
general excavation. The earthwork and excavation contracts should contain provision for
removal of unsuitable materials in the existing fill. Test pit excavations performed prior to
construction can be used to evaluate the depth, extent and composition of existing fill at this site.
ALPHA would be pleased to provide this service if desired.
Limestone was encountered as shallow as 2 ft of the ground surface in some 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 ar 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.
7
ALHA Report No. W 193070-A
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 �ve (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
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 recommcndations pertain to general filling and site grading. The
pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation
section.
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 95 and 100 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 5
percentage points above optimum.
s
ALHA Report No. W 193070-A
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.
Processed limestone or other rock-like materials used as fill should be compacted to at least 95
percent of standard Proctor maximum dry density. The compacted moisture content of limestone
or other rock-like materials used as fill 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. In general, processed limestone used as fill should have a maximum particle size of
6 inches. However, any processed limestone used as fill within 3 ft of the final pavement
subgrade elevation should have a maximum particle size of 3 inches. A gradation of at least 40
percent passing a standard No. 4 sieve is recommended.
Where mass fills are deeper than 10 ft, the fill/backf'ill 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 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 materiaPs 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 consideYed 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.
9
ALHA Report No. W 193070-A
Groundwater
Groundwater was encountered in Borings 5, 6, 18, 20, 34, 46, and 53 at depths of about 3 ft to
16'/Z ft below the ground surface. From our experience, shallower 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.
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 ofiice could be contacted to visually observe iinal grades to evaluate the need
for such drains.
LIMITATIONS
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.
10
ALHA Report No. W 193070-A
Recommendations provide d 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.
CLOSURE
All recommendations in the referenced geotechnical report remain unchanged unless specifically
modified herein. We appreciate the opportunity to be of service. Please contact us with any
questions or comments.
Sincerely,
ALPHA TESTING, INC.
� � 1
� ��
i
Kimberly Fyffe
Geotechnical Project Manager
BJH/KLF/en
Copies: (1-PDF) Client
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March 16, 2020
Attachments: Boring Location Plan — Figures lA and 1B
Moisture - Density Relationship — Figure 2
California Bearing Ratio (CBR) — Figure 3
Mechanical Lime Series — Figure 4
WinPAS Analysis Results
Log of Borings (Borings 1 through 56)
Key to Soil Symbols and Classifications
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Geotechnical Department Manager
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ALPHA /�\TESTING
OUR REPORT NO.: W193070- 01/08/20
5058 Brush Creek Road
Fort Worth, Texas 76119 MATERIAL DESCRIPTION: Dark Brown and Light Brown Clay with Sand
Geotechnical I Construction Materials I Environmental
www.alphatesting.com CLASSIFICATION: CH
TBPE Firm No. 813 SAMPLE LOCATION: 100' N of Boring 30
TEST METHOD: ASTM D698-B
TESTED FOR: Lennar- Land and Construction DFW Division SOIL ID NUMBER:
Irving, Texas MAXIMUM DRY UNIT WEIGHT: 98.7 PCF
OPTIMUM MOISTURE CONTENT: 20.6 %
LIQUID LIMIT: 68
PRO�ECT: Llano Springs Phases 5 and 6 and Detention Pond (482 Acres) PLASTIC LIMIT: 23
Fort Worth, Texas PLASTICITY INDEX: 45
% FINER THAN NO. 200 SIEVE: 76%
MOISTURE DENSITY RELATIONSHIP
116
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Respectfully Submitted,
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8% 13% 18% 23% 28%
MOISTURE CONTENT
33%
FIGURE 2
38%
Brian Hoyt �
ALPHA TESTING, INC.
Our test resWts and reports are for the exclusive use of the qient (and their designated recipients on file in our office) and shall not be reproduced andlor distributed except with express approval of Alpha. The use of our
name and test results must receive our written approval. Test results and reports apply only to the samples tested andlor observed, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA /�TESTING
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Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF CALIFORNIA BEARING RATIO RESULTS
(ASTM D1883)
Project No: W 193070 � Date: 01 /08/20
Material Description: Dark Brown and Light Brown Clay with Sand
Sample Location: 100' N of Boring 30
CBR @ 0.10 Inches = 1.40%
CBR @ 0.20 Inches = 1.50%
20
.y
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I
0.5 0.6
FIGURE 3
0.0 0.1 0.2 0.3 0.4
Penetration, in
ALPHA /�TESTING
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wH��� ��r ,a�� s�Gir�s
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W 193070-A � Date: 01 /28/20
% Lime 0% 2% 4% 6% 8%
PI 47 25 19 16 13
70
65
60
55
50
�
45
40
a 35
30
25
20
15
10
5
� i i i i i i i i i i i i— i i i i
0% 1% 2% 3% 4% S% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 4
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 Subqrade Reaction (k-value) 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: 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 Subqrade Reaction (k-value) 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: 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 Subqrade Reaction (k-value) 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:
sosBBYushcreekRa. gORING NO.: 1
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/6/2020 End Date: 1/6/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
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a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
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MATERIAL DESCRIPTION
Tannish Brown CLAY with limestone fragments
and calcareous deposits
4.5+ 14 60 22 38
4.5+ 8.2 119 11 2.5
4.0
Tan LIMESTONE with clay seams and layers
5
8.0
Tannish Brown CLAY with limestone fragments
4.0 24 74 24 50 0.0
10
12.0
Tan SHALY CLAY
4.5+ 18 40 19 21 0.0
15 15.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 2
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with limestone fragments
and calcareous deposits
3.75 20
4.5 17 55 20 35
5 4.5+ 15 0.0
4.5+ 13
4.0 28
10
12.0
Tan SHALY CLAY
4.5 2.9 104 23
15 15.0
Tan LIMESTONE with clay seams and layers
19.0
Gray LIMESTONE with shale seams 100/
20 20.0 5��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 3
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments 4.5 16 53 18 35
4.5 19 2.7
5 4.5+ 17 68 23 45
4.5+ 3.0 108 17
8.0
Tan SHALY CLAY
4.25 16
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 � ��
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 4
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments 4.5 16
4.5+ 14 1.2
5 4.5 13
2.5 34 71 25 46
2.5 31
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 3��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 5
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
� � 13 T L �� a� U..�'�'.. �'�°' �a� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
2.0 24 54 17 37
2.0 24
5 2.75 28 73 21 52 0.0
1.75 24
2.25 27
10
11.0
Tan LIMESTONE with clay seams and layers
�
100/
15 2.5"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 6
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
0
,� � �On Rods (ft): 13 � L o `� � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): 7 °� >� � o � E °' v� m� � � o � � ~
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Gray CLAY with treet roots and rock
fragments - FILL 1.5 26 53 18 35
2.0
Brown CLAY with limestone fragments
2.5 24
5 2.0 31
� 3.25 27
2.75 27 76 25 51 0.0
10 10.0
Brown and Gray SHALY CLAY
�
4.0 16 52 19 33 0.0
14.0
Tan LIMESTONE with clay seams and layers 100/
15 2.25„
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 7
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.0 23
4.5 21 69 22 47
5 4.5+ 16 1.3
87/
6.0 � 2„
Tan LIMESTONE with clay seams and layers
10 100/
7.25"
100/
15 3.75"
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 8
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/8/2020 End Date: 1/8/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5 19
4.5+ 19 68 21 47
5 4.5+ 13
4.5+ 14 59 19 40
97/
10 10.0 11.5"
Tan LIMESTONE with clay seams and layers
100/
15 5��
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 9
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 22
4.5 22
5 4.5+ 16 60 20 40 0.3
6.0
Tan Weathered LIMESTONE 61/
12"
10 10.0 12/
Tan LIMESTONE with clay seams and layers
100/
15 8.75„
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 3.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 10
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY
2.0 27 65 23 42
4.5+ 2.1 107 15 0.0
5 5.0 4.5+ 14
Tan Weathered LIMESTONE 62/
12"
83/
10 10.0 11.5"
Tan LIMESTONE with clay seams and layers
100/
15 6.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 11
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 25
2.75 31
5 4.5+ 15 76 25 51 4.5
6.0
Tan Weathered LIMESTONE 69/
12"
10 10.0 12/
Tan LIMESTONE with clay seams and layers
100/
15 5.75"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 12
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
2.5 29
4.5 23 76 25 51 1.9
5 4.5 18
53/
6.0 � 2��
Tan Weathered LIMESTONE
10 10.0 12/
Tan LIMESTONE with clay seams and layers
100/
15 2.5"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 13
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 25
4.0 25 77 23 54
4.0
Tan LIMESTONE with clay seams and layers 100/
5 6.75"
10 100/
2.75"
12.0
Gray LIMESTONE with shale seams
100/
15 � ��
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 14
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits 2,0 28 71 23 48
4.5+ 14
- with limestone fragments from 3 ft to 4 ft
5 4.5+ 14
4.5 27 62 22 40 0.3
4.5+ 16
10
13.0
Brown and Gray SHALY CLAY
4.5+ 25
15 15.0
Tan LIMESTONE with clay seams and layers 100/
6.5"
100/
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 15
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.0 24
4.5+ 17 71 21 50 1.6
5 4.5 27
4.5+ 26
8.0
Tannish Brown CLAY with calcareous deposits
4.5+ 15 45 16 29
10
14.0
Tan LIMESTONE with clay seams and layers 100/ 14
15 3.5"
16.0
Gray LIMESTONE with shale seams
100/ 11
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 16
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 1.75 27
4.5+ 18
5 4.5+ 23 88 28 60 2.5
6.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 15
4.5+ 15 76 27 49 3.3
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 3.25"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 17
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 3.25 1.8 93 26 62 21 41
4.5+ 26
5 4.5 23
4.5+ 20
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 18 58 19 39 0.1
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 3.75"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 18
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/10/2020 End Date: 1/10/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 3 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): '�6 °� >C� � o � E °' v� mo � � � � � ~
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with rock fragments and calcareous
deposits - FILL
3.0 14
2.0
Brown CLAY with limestone fragments
� 2.5 28 66 20 46 1.1
5 1.0 21
2.75 18
1.0 21
10
13.0
Brown and Gray SHALY CLAY
4.5+ 5.0 115 17 52 18 34 0.0
15 15.0
Tan LIMESTONE with clay seams and layers
1
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 19
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/10/2020 End Date: 1/10/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with rock fragments and organic
material - FILL
4.5+ 6
3.5 9
5 4.0 25
6.0
Tannish Brown CLAY with limestone fragments 3.0 20 37 17 20
8.0
Tan SHALY CLAY
4.5+ 20 51 19 32 0.1
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 6.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 20
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/10/2020 End Date: 1/10/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 3 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.0 24 60 21 39
✓
3.5 21
5 3.0 20
6.0
Brown and Gray SHALY CLAY
4.5 12
3.5 21 44 18 26 0.9
10
4.5+ 19
15 15.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 21
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 4.0 19
4.5+ 6
5 4.5+ 13
4.25 18 47 19 28 0.5
8.0
Tan CLAY with limestone seams
10 $2� 15
4.5+ 17 63 20 43 2.9
15 15.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams
100/ 15
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 22
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
2.5 28 64 24 40
4.5+ 19
5 4.5+ 4.3 117 14
6.0
Tan Weathered LIMESTONE g7/ 12
10.5"
10
12.0
Tan CLAY with calcareous deposits
4.5+ 13
15
19.0
Gray LIMESTONE with shale seams 100/ 14
20 20.0 1.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 23
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY
4.5 25
4.5 23 64 21 43 1.3
5 4.5+ 18
4.5+ 18
- with calcareous deposits below 8 ft
8.0
Tannish Brown and Brown SHALY CLAY
4.5+ 15 68 22 46
10
4.5+ g.7 112 19 0.0
15 15.0
Gray LIMESTONE with shale seams
100/ 16
20 20.0 3.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 24
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.0 18
4.5+ 21
5 5.0 4.5+ 18 78 26 52 4.0
Tan CLAY with limestone seams
12/ 12
10 � 2/
11.0
Tannish Brown and Brown SHALY CLAY
15 4.5+ 16
16.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams
100/ 14
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 25
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits 4.0 25 75 25 50
4.0 24
5 4.25 1.6 98 20 62 20 42 0.0
4.5+ 21
9.0
Tan LIMESTONE with clay seams and layers 100/ �$
10 7.5„
100/ 14
15 2.25„
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 26
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/9/2020 End Date: 1/9/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
3.0 32
3.0 29 75 24 51 0.1
5 3.5 31
6.0
Tan LIMESTONE with clay seams and layers 100/ 12
8.25"
10 100/ 13
3.25"
14.0
Gray LIMESTONE with shale seams 100/
15 2��
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 27
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
4.5+ 14
4.5+ 20 48 24 24 0.0
5
4.5+ 21
4.5+ 21
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 18
10
4.5+ 18 62 20 42 0.0
14.0
Tan LIMESTONE with clay seams and layers 100/
15 6��
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 28
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 2.75 30
4.25 25
5 4.5+ 13 85 27 58 0.1
4.5+ 12
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 17
10
4.5+ 16
15 15.0
Tan LIMESTONE with clay seams and layers 100/
3.5"
19.0
Gray LIMESTONE with shale seams 100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 29
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.0 32 81 27 54
4.0 26
5 4.5+ 3.6 110 18 0.9
4.5+ 17
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 23 0.0
10
12.0
Tan LIMESTONE with clay seams and layers
100/
15 6.25"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 30
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
2.75 28
4.5+ 19 76 25 51 1.1
5 4.5+ 16
7.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 19
10
11.0
Tan LIMESTONE with clay seams and layers
100/
15 2.5"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 31
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/13/2020 End Date: 1/13/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 2.25 35
3.25 25
5 4.5 20 73 24 49 0.0
4.5+ 18
4.5 17
10
12.0
Tan LIMESTONE with clay seams and layers
100/
15 5.25"
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 32
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits 3.0 28 66 23 43
4.5 21
5 4.5+ 16
4.5+ 18
4.5 16
10 10.0
Tannish Brown and Gray SHALY CLAY with
caclareous deposits
4.5+ 21 64 23 41 1.9
15
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 33
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with limestone fragments
and calcareous deposits
3.0 19
4.5+ 17 44 19 25
5 4.5+ 7.1 115 15 5.5
6.0
Tan Weathered LIMESTONE 8g/
10.5"
10
11.0
Tannish Brown and Gray SHALY CLAY
4.5+ 26
15
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 3��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 34
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 6 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): 12 °' >C1 � o � E °' v� m� � � o � � ~
� � .
a o- - �- �� �p� a o •� c dN p n U � in .v �
� �° �After Hours (ft):
a�
0 � — �� X� � o� o o � � � a m �
�a a � Z � � a
MATERIAL DESCRIPTION
Tannish Brown CLAY 4.0 19
- limestone seams and layers from 1 ft to 2 ft 100/
3.5"
4.5+ 9 57 19 38
5 4.5+ 13 7.3
� 6.0
Tannish Brown and Gray SHALY CLAY
4.5 19
3.75 19 47 17 30 0.0
10
1
4.0 0.8 97 26
15
4.5 23
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 35
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments and calcareous deposits 4.5+ 19 65 22 43
4.5+ 1.7 107 17 0.1
5 4.5 14
- limestone seams and layers from 5 ft to 6 ft
4.5+ 17
4.5+ 19
10
13.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 18 38 16 22 0.0
15
4.5+ 22
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 36
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
4.0 27
4.5 18 56 20 36 0.1
4.0
Tan LIMESTONE with clay seams and layers 100/
5 2�
10 100/
3.5"
13.0
Tannish Brown and Gray SHALY CLAY
4.5 20
15
4.5 20
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 37
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.0 28
3.0 29
5 4.5+ 8 66 20 46 0.0
6.0
Tan CLAY with limestone seams 71/
12"
89/
10 1.25'
86/
15 8.75„
18.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 2.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 38
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
3.75 28 77 26 51
3.75 24
5 5.0 4.5+ 31
Tan LIMESTONE with clay seams and layers 100/
7.25"
10 100/
4.25"
12.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 16 54 19 35 0.1
15
4.5+ 25
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 39
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/14/2020 End Date: 1/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with calcareous
deposits
4.5+ 20
4.5+ 19 70 23 47 1.1
5 5.0 4.5+ 17
Tan LIMESTONE with clay seams and layers 100/
6'
10 100/
3.25"
15
100/
16.0 7.75"
Tannish Brown and Gray SHALY CLAY
4.5+ 17
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 40
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments and calcareous deposits 4.0 13
4.0 3.2 101 15
5 4.5+ 19 79 27 52 0.7
4.25 11
8.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits 4.5+ 16 47 17 30 0.0
10
4.5+ 21
15
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 2��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 41
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 1.5 37
4.0 26
5 4.5+ 12
6.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 13 63 20 43 1.6
4.5+ 12
10
4.5+ 19
15
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 42
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 4.0 20 66 23 43
4.0 17 0.0
5 4.5+ 15
6.0
Tannish Brown and Gray SHALY CLAY
4.5+ 12
4.25 18 54 19 35 1.2
10
4.5 17
15
-limestone seams below 15 ft
17.0
Tan LIMESTONE with clay seams and layers 100/
18.0 10"
Gray LIMESTONE with shale seams
100/
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 43
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
3.25 1.1 97 21 38 17 21
3.75 15
4.0
Tannish Brown CLAY
5 4.0 14
4.5 21 52 20 32 2.3
4.5 13
10
- with limestone seams below 12'
97/
15 11.5"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 44
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.5 22
4.25 2.3 106 20
5 3.75 18 47 18 29 0.0
3.0 16
4.0 16
10
12.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
2.5 27 74 24 50 1.3
15
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 45
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/17/2020 End Date: 1/17/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 1.25 23 56 20 36
2.25 22
5 4.5+ 18
4.5+ 18
4.5+ 18 70 24 46 1.9
10
12.0
Tannish Brown and Gray SHALY CLAY with
calcareous deposits
4.5+ 12 47 19 28 0.0
15
4.5+ 27
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 46
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� o -- > rn - . �
,� � �On Rods (ft): 9 H � o �' � � -as �� �� � � � a o
� �� � ^ �
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a �- - n- �� �p� a o •� c dN p n U � in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown and Brown CLAY with limestone
fragments and calcareous deposits 4.5+ 16 65 22 43
3.75 24
5 3.5 2.2 99 24 1.2
3.5 23
�
3.25 25
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 2.25„
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 47
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with calcareous deposits
1.5 23
3.0 23 63 20 43 1.7
5 3.75 23
6.0
Tannish Brown and Gray SHALY CLAY
4.5+ 21
4.5+ 22 83 27 56 3.9
10
14.0
Tan LIMESTONE with clay seams and layers 100/
15 1.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 48
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
2.5 25 62 21 41
4.5+ 19
5 4.5+ 10 7.5
6.0
Tannish Brown and Gray SHALY CLAY with 4.5+ 17
calcareous deposits
-with limestone seams and layers below 9' 100/
10 7.5„
4.5+ 4.3 119 19 64 22 42
15 15.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 49
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 4.5+ 22 63 22 41
4.5+ 17 0.0
5 4.5+ 14
6.0
Tan LIMESTONE with clay seams and layers 100/
7.5"
8.0
Tannish Brown CLAY with calcareous deposits
4.5+ 12 53 19 34 1.1
10
13.0
Tannish Brown and Gray SHALY CLAY
3.5 17
15
4.5+ 20
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 50
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY
3.5 28
4.5+ 15 71 25 46 0.4
- with calcareous deposits below 4 ft 4.5+ 13
5 5.0
Tan LIMESTONE with clay seams and layers 100/
4.5"
10 100/
5.25"
13.0
Tannish Brown and Gray SHALY CLAY
4.5+ 19 66 23 43 0.0
15
4.5+ 23
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 51
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/18/2020 End Date: 1/18/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY
3.5 26 64 21 43
4.5+ 25
5 2.75 1.6 104 22 0.1
3.0 24
8.0
Tannish Brown and Gray SHALY CLAY
3.25 17 41 16 25 0.0
10
3.75 28
15
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 52
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/18/2020 End Date: 1/18/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments and calcareous
deposits 3.75 26
4.5+ 15 63 23 40
- with limestone seams from 4 ft to 6 ft 83/
5 ����
3.0 17 1.1
8.0
Brown and Gray SHALY CLAY
4.5+ 16
10
4.5+ 18 58 23 35
15 15.0
Gray LIMESTONE
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 53
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/18/2020 End Date: 1/18/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � 15.5 �' T �� a� U..�'�'.. �'.g �a� a�i E E a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): 16.5 °� >C� � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown and Tannish Brown CLAY with limestone
fragments and calcareous deposits 3.0 26 70 26 44
4.0 1.6 100 21
5 4.5+ 18
4.5+ 14
8.0
Tan LIMESTONE with clay seams and layers
10 100/
7.75"
13.0
Gray LIMESTONE with shale seams
100/
15 3.5"
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 54
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with rock fragments - FILL
4.5+ 14 51 19 32
3.0
Tan LIMESTONE with clay seams and layers 100/
4.75"
5
10 100/
1.5"
11.0
Tannish Brown and Gray SHALY CLAY
4.5+ 21
15
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 55
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
4.5+ 18 66 22 44
4.5+ 11
4.0
Tannish Brown and Gray SHALY CLAY
5
4.5+ 22
- with calcareous deposits from 4 ft to 8 ft
4.5+ 22 66 23 43 1.9
4.5+ 22
10
4.5+ 21
15
4.5+ 22
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 56
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-shn8 pROJECT NO.' W193070
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas
Project: Llano Springs Phases 5 and 6 and Detention Pond (48.2 Acres) Surtace Elevation:
Start Date: 1/15/2020 End Date: 1/15/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Tannish Brown CLAY with calcareous deposits
3.5 10.5 114 17
4.5+ 14
5 4.25 18 58 18 40
4.5+ 18 1.1
8.0
Tannish Brown and Gray SHALY CLAY
4.5+ 17 59 22 37 1.1
10
4.5+ 16
15 15.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.5"
TEST BORING TERMINATED AT 20 FT
25
ALPHA/�
�
TESTING
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
K�i4
�o�('�,d (GM), SILTY GRAVEL
h I�.0 4
� (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
I�I
� TEXAS CONE PENETRATION
�ROCK CORE (2" ID except where
noted otherwise)
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
VERY LOOSE
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
RELATIVE PROPORTIONS
TRACE
LITTLE
SOME
AND
4 TO 15
16 TO 25
26 TO 35
OVER 35
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETER)
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
0.07 mm T0 0.4 mm
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
Ventana Offsite Waterline
CPN 103232 Primrose Crossing Phase 6
CPN 102851
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