Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 63456-Vol 6
CONFORMED APRIL 29, 2025 CSC No. 63456-Vol 6 FORTWORTH. CONTRACT FOR THE CONSTRUCTION OF EAGLE MOUNTAIN WATER TREATMENT PLANT Phase IV Expansion Mattie Parker Mayor City Project No. 105176 Jesus"Jay" Chapa City Manager Christopher Harder, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department VOLUME 4 OF 4 FEBRUARY 2025 OF fm - CDM Smith Inc. +► r' * , 801 Cherry Street, Unit 33 Suite 1820 •••••.•..• t• ' $AR H A. ST�1rWART Fort Worth, Texas 76102 """" "' TBPE Firm No. F-30431t�o, In Association With: " w — . . 2S GARVER A' OFFICIAL RECORD Gupta & Associates, Inc CITY SECRETARY CONSULTING ENGINEERING FT. WORTH, TX THIS PAGE INTENTIONALLY LEFT BLANK EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal u urll -ICuLIuLIC BID DABILITY AND CONSTRUCTION CERTIFICATION: *; ....... .................. �SARAH A_ STEWART Division 00 Division 01 460553 I CERTIFY THAT I HAVE REVIEWED THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS TO PROVIDE ADEQUATE INFORMATION SO THAT A CONTRACTOR CAN BID AND CONSTRUCT THE PROJECT WITHOUT ADDITIONAL DETAILS OR DIRECTIONS. CDM Smith Inc. TBPE Firm Registration No. F-3043 Geotechnical Design: 310515 r 310519.13 310900 � 312000 ...,....,...._........................... 312316 JEFFREY 1). VAN PMT 312319 ............... 10.. � � 1 pE 315000 tic r 316329 s.' 330510 OVAL CDM Smith Inc. TBPE Firm Registration No. F-3043 Page 1 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Civil Design: Paving, Grading, Drainage, Yard Process Pining, Sanitary Sewer, Fencing/Gates, Landscaping 015639, 024116, 024119, 311000, 312323.33, 312500, 313700, 321123, 321129, 321313, 321320, 321373, 321613, 321723, 323113, 323113.53, 329213, 329214, 330130, 330131, 330310, 330410, 330411, 330412, 330440, 330450, 330500, 330513, 330516, 330517, 330526, 330530, 331105, 331110, 331111, 331112, 331114, 331220, 331221, 331225, 331240, 331300, 333120, 333910, 333920, 333960, 334101, 334110, 334910, 334920, 334940, 335100, 339050 04/29/2025 Garver TBPE Firm Registration No. F-5713 Membrane Feed Pumps and Filter Backwash Pumps: Break Tank/Backwash System (E-2) OF . 1. i..... 6.....i........:.J. .. CHEfAN`.SONI ., i .:.. �/ -O 103240 5 +�� %%S10NAL 1V \ CDM Smith Inc. TBPE Firm Registration No. F-3043 400571.13 432426.15 Page 2 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Structural Design: Ozone System (B-1, B-2, B-3), Flocculation Basins (C-1), Sedimentation Basins (D-1), Filters/Operations Center/Membranes (E-1, E-2, E-3), Chemical Facilities (F-1, F-2, F-3) 018819, 030130.71, 031000, 031500, 032000, 033000, 033500, 033900, 034500, 036000, 042200, 050519, 051200, 052100, 053100, 055000, 055100, 055200, 055313, 067100, 133419 04/2 gl2s CDM Smith Inc. TBPE Firm Registration No. F-3043 Structural Design: Electrical Building (G-1), Washwater Recovery Basins (J-1), Washwater Recycle & Sludge Pump Stations (J-2), Vaults (K-1, K-2, K-3, K-4, K-5, K-6) ..OF .... i * '• 0 YENG-CHI TSAI • 132769 i 1a�iCNSS. •'�j���� 1�\` O NAB E�~ Digitally Signed 04/28/2025 Garver TBPE Firm Registration No. F-5713 018819, 030130.71, 031000, 031500, 032000, 033000, 033500, 033900, 034500, 036000, 050519, 051200, 052100, 053100, 055000, 055100, 055200, 055313 Page 3 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal u urll -ICuLIuLIC Architectural Design: Ozone Building (B-2), Operations Center (E-2), Membrane Building (E-3), ► -523" 0 CDM Smith Inc. TBPE Firm Registration No. F-3043 Architectural Design: Electrical Building (G-1) Greg Archer, RA y ALAA/ • 2en' • 2025 Texas Registered Architect No. 21507 Garver TBPE Firm Registration No. F-5713 034500, 054000, 061000, 066400, 071900, 072100, 072173, 075423, 076200, 077100, 077200, 078413, 078443, 079200, 079513.16, 081113, 081416, 083323, 083483, 084113, 084523, 085113, 087100, 088000, 088300, 089119, 090690, 092216, 092900, 093013, 095123, 096513, 096723, 099123, 099673.13, 099673.33, 099679 101423, 101423.16, 102800, 104416, 115300, 123553.13, 123623.13, 133419, 406723 034500, 061000, 071900, 072100, 072173, 075423, 076200, 077100, 077200, 079200, 081113, 083323, 087100, 089119, 090690, 096513, 096723, 099123 Page 4 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Process Mechanical Design: Ozone System (B-1, B-2, B-3/Excluding Rapid Mix Basins), Chemical Facilities (F-1, F-2, F-3/Excluding Membrane Clean -In -Place) DANIEL A. BOND .a .......................... 's 12535i ' CDM Smith Inc. TBPE Firm Registration No. F-3043 Process Mechanical Design: dr 4% y+ — CDM Smith Inc. TBPE Firm Registration No. F-3043 400522, 400531, 400532, 400553, 400557 400561, 400563, 400565.16 400574.23, 400582, 400589.13, 400589.23, 404213, 406723, 432341, 432356.25, 434143, 463151, 463344, 463373, 463400, 464117 400506, 400507, 400510, 400519, 400523, 400524 Page 5 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal April 29, 2025 Process Mechanical Design: Rapid Mix Basin (B-3), Flocculation Basins (C-1), Sedimentation Basins (D-1), Filters (E-1), Filter Pipe Gallery (E-2), Break Tank/Backwash System (E-2), Blower Room/Air Scour (E-3) tE�0F r, *: •���� •ss..•••.aaa••u••••.ara•••.r• YN� "AYM 1328041 CDM Smith Inc. TBPE Firm Registration No. F-3043 400551, 400559.13, 400559.23, 412223.19, 431118,464124, 464321, 464376, 466113, 466119.13, 466123.15 Process Mechanical Design: Break Tank/Membrane Feed Pumps (E-2), Membranes System (E-3), Chemical Facilities Inside Membrane Building (F-3/Membrane Clean -In -Place System) ............................,., ANDREA MARIA TOM S IO N A L� CDM Smith Inc. TBPE Firm Registration No. F-3043 , 400564, 400565.29, 400567.36, 400567.39, 400574.13, 400578.11, 400578.13, 400578.19, 432518 Page 6 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Process Mechanical Design: 432331.21 CDM Smith Inc. TBPE Firm Registration No. F-3043 Process Mechanical Design: Washwater Recovery Basins (J-1), Washwater Recycle and Sludge Pump Stations (J-2) . �64 • z- ?B ..... ......:::.400519, 400562, 400565.23, GOY I CASH 432513, 432517 ........ �............. r 149579 i ;CL fie' NA �'�fQ14AL.�� Garver TBPE Firm Registration No. F-5713 Page 7 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Heating/Ventilation/Air Conditioning (HVAC) Design: Ozone Generation Building (B-2), Raw Water Meter Vault/Ozone Contact Basins (B-3), Filter Pipe Gallery (E-2), Break Tank/Pumping Area (E-2), Operations Center (E-2), Water Quality Room (E-2), Membranes Building (E-3), Blower Room (E-3) OF *: :* .............................. SAID YASIR IBRAHIM -139,014 -/ONA1. E�= 4/29/2025 CDM Smith Inc. TBPE Firm Registration No. F-3043 230500, 230529, 230548.13, 230553, 230593, 230713, 230719, 230923, 230923.12, 230923.14, 230923.27, 232113, 232300, 233113, 233300, 233346, 233423, 233600, 233713.13, 233713.23, 237416.13, 237433, 238126.10, 238239.16, 238239.19 Heating/Ventilation/Air Conditioning (HVAC) Design: Electrical Building (G-1) OF 9 JAC WALTER DORM E4 "a' 152020 �' a,`�:' C�'C�Ns�a• �1�� 04/29/2025 Garver TBPE Firm Registration No. F-5713 230500, 230529, 230593, 230923.27, 233113, 233300, 233713.23, 237416.13 Page 8 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Plumbing Design: Ozone Generation Building (B-2), Raw Water Meter Vault/Ozone Contact Basins (B-3), Filter Pipe Gallery (E-2), Break Tank/Pumping Area (E-2), Operations Center (E-2), Water Quality Room (E-2), Membranes Building (E-3), Blower Room (E-3) 0Fop •T£�,�11 go �'''�•�.•. ••`� �1 *. .* ........................... SAID YASIR IBRAHIM .............................. -a�O• SS U14 �%SIONAL E 4/29/2025 CDM Smith Inc. TBPE Firm Registration No. F-3043 220500, 220523, 220529, 220548.13, 220553, 220719, 221116, 221119, 221123.21, 221316, 221319, 221319.13, 221413, 221423, 221429, 222123, 223300, 223400, 224213.13, 224216.13, 224216.16, 224500, 224716, 226600 Fire Protection Design: Ozone Generation Building (B-2), Raw Water Meter Vault/Ozone Contact Basins (B-3), Filter Pipe Gallery (E-2), Break Tank/Pumping Area (E-2), Operations Center (E-2), Water Quality Room (E-2), Membranes Building (E-3), Blower Room (E-3), Chemical Storage Area (F-2), Electrical Building (G-1) � ON J GASS �1# e 44572 ���i 2 b CDM Smith Inc. TBPE Firm Registration No. F-3043 210500, 210517, 210518 210523, 210529, 210553 211119, 211313, 211316 284621.11 Page 9 of 10 EAGLE MOUNTAIN WTP PHASE IV EXPANSION CITY PROJECT NO. 105176 Specification Seals - Design Submittal ❑ ❑rm ❑❑❑❑❑❑❑ Electrical and Lighting Design: Overall Site (A), Ozone System (B-1, B-2, B-3), Flocculation Basins (C-1), Sedimentation Basins (D-1), Filters/Operations Center/Membranes (E-1, E-2, E-3), Chemical Facilities (F-1, F-2, F-3), Electrical Building (G-1), Washwater Recovery (J-1. J-2), Vaults (K-1, K-2, K-3, K-4, K-5, K-6) 'k p � : } # pF • • *i / PUNEET GUPTA s 0 ..V.................... 0�:, 159 AV 04/29/25 Gupta & Associates, Inc. TBPE Firm Registration No. F-2593 260000, 260500, 260513, 260519, 260526, 260529, 260533, 260536, 260543, 260550, 260573, 261219, 261313, 262213, 262413, 262416, 262419, 262502, 262713, 262726, 262816, 262913, 262923, 262986, 262987, 263353, 263534, 263623, 264100, 264313, 265000,404100 Instrumentation and Control System Design: Overall Site (A), Ozone System (B-1, B-2, B-3), Flocculation Basins (C-1), Sedimentation Basins (D-1), Filters/Operations Center/Membranes (E-1, E-2, E-3), Chemical Facilities (F- 1, F-2, F-3), Electrical Building (G-1), Washwater Recovery (J-1), Vaults (K-1, K-2, K-3, K-4, K-5, K-6) Ic of T4% CLLIA PADRAICAY•+ .......................... 13$$. �► ;ssior�bL�-rxx CDM Smith Inc. TBPE Firm Registration No. F-3043 271116, 271313, 271323, 281300, 281500, 282000, 406100, 406121.20, 406126, 406193 406196, 406263, 406343, 406613, 406619 406717, 406733, 406763, 406813, 406863 406866, 407000, 407113, 407133, 407143 407176, 407223, 407233, 407243, 407276, 407313, 407326, 407329, 407336, 407346, 407363, 407443, 407463, 407466, 407506, 407513, 407521, 407553, 407816, 407819, 407833, 407853, 407856, 407859 Page 10 of 10 SECTION 00 00 00 TABLE OF CONTENTS Volume 1 of 4 00 00 00 TABLE OF CONTENTS Page 1 of 10 Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Offerors 02/08/2024 0021 13 Instructions to Offerors 01/17/2024 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Proposal Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Proposal Security 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Offeror 06/27/2011 0045 12 Prequalification Statement 09/30/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 06/07/2024 00 52 43 Agreement 3/08/2024 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 12/08/2023 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/08/2024 00 73 00 Supplementary Conditions 03/08/2024 Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 26 00 Contract Modification Procedures 01 29 33 Measurement and Payment 01 31 19 Preconstruction Meeting 08/17/2012 01 3120 Project Meetings 07/01/2011 01 32 13 Schedule of Values 01 32 16 Construction Schedule 01 3233 Preconstruction Video 07/01/2011 01 32 35 Aerial -Photographic Documentation 01 33 00 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 0135 13.24 Special Procedures for MOPO and Sequence of Construction 01 40 00 Quality Requirements 01 42 00 References 01 45 23 Testing and Inspection Services 03/09/2020 01 45 27 Equipment Testing and Startup 01 5000 Temporary Facilities and Controls 07/01/2011 01 5639 Temporary Tree and Plant Protection 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 73 00 Execution 01 74 23 Cleaning 01 76 00 Asset Management 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 0188 19 Tightness Testing Performance Requirements 01 91 13 General Commissioning Requirements 00 00 00 TABLE OF CONTENTS Page 2 of 10 07/01/2011 11/22/2016 02/14/2018 07/01/2011 03/22/2021 12/20/2012 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 0241 16 Structure Demolition 0241 19 Selective Demolition Division 03 - Concrete 03 01 30.71 Modifications to Existing Concrete 03 1000 Concrete Forming and Accessories 03 1500 Concrete Joints and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast -In -Place Concrete 03 35 00 Concrete Finishing 03 39 00 Concrete Curing 03 45 00 Precast Architectural Concrete 03 60 00 Grouting Division 04 - Masonry 04 22 00 1 Concrete Unit Masonry Division 05 - Metals 0505 19 Post -Installed Anchors and Reinforcing Bars 05 1200 Structural Steel Framing 05 21 00 Steel Joist Framing 05 31 00 Steel Decking 05 40 00 Cold -Formed Metal Framing 05 50 00 Metal Fabrications 05 51 00 Metal Stairs 05 52 00 Metal Railings 0553 13 Bar Gratings Division 06 — Wood, Plastics and Composites 06 10 00 Rough Carpentry 06 64 00 Plastic Paneling 06 71 00 Fiberglass Reinforced Plastic Components CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 00 00 00 TABLE OF CONTENTS Page 3 of 10 Division 07 — Thermal and Moisture Protection 07 19 00 Water Repellants 07 21 00 Thermal Insulation 07 21 73 Continuous Insulation Support System 07 54 23 Thermoplastic-Polyolefin (TPO) Roofing 07 62 00 Sheet Metal Flashing and Trim 07 71 00 Roof Specialties 07 72 00 Roof Accessories 07 84 13 Penetration Firestopping 07 84 43 Joint Firestopping 07 92 00 Joint Sealants 0795 13.16 Exterior Expansion Joint Cover Assemblies Division 08 - Openings 08 11 13 Hollow Metal Doors and Frames 08 1416 Flush Wood Doors 08 33 23 Overhead Coiling Doors 08 34 83 Floor Doors 0841 13 Aluminum -Framed Entrances and Storefronts 08 45 23 Fiberglass Sandwich Panel Assemblies 0851 13 Aluminum Windows 08 71 00 Door Hardware 08 80 00 Glazing 08 83 00 Mirrors 0891 19 Fixed Louvers Division 09 - Finishes 09 06 90 Paint Color Schedule 09 22 16 Non -Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 23 Acoustical Tile Ceilings 0965 13 Resilient Base and Accessories 09 67 23 Resinous Flooring 09 91 23 Interior Painting 09 96 73.13 Water Treatment and Purification System Coatings 09 96 73.33 Water Treatment Chemical Storage Coatings 09 96 79 Atmospheric Protection and Plant Service Areas Coatings Division 10 - Specialties 10 14 23 Panel Signage 10 14 23.16 Room -Identification Panel Signage 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 16 Fire Extinguishers Division 11— Equipment 11 5300 1 Laboratory Equipment Division 12 — Furnishings CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 00 00 00 TABLE OF CONTENTS Page 4 of 10 12 35 53.13 1 Metal Laboratory Casework 12 36 23.13 1 Plastic -Laminate -Clad Countertops Division 13 — Special Construction 13 34 19 1 Metal Building Systems Division 21— Fire Suppression 21 05 00 Common Work Results for Fire Suppression 2105 17 Sleeves & Sleeve Seals for Fire -Suppression Piping 2105 18 Escutcheons for Fire -Suppression Piping 21 05 23 General -Duty Valves for Fire Protection Piping 21 05 29 Hangers and Supports for Fire Suppression Piping and Equipment 21 05 53 Identification for Fire -Suppression Piping and Equipment 21 11 19 Fire Department Connections 21 13 13 Wet -Pipe Sprinkler Systems 21 13 16 Dry -Pipe Sprinkler Systems Division 22 - Plumbing 22 05 00 Common Work Results for Plumbing 22 05 23 General -Duty Valves for HVAC Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 48.13 Vibration Controls for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Domestic Water Piping 2211 19 Domestic Water Piping Specialties 22 1123.21 Inline, Domestic -Water Pumps 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 13 19.13 Sanitary Drains 22 1413 Facility Storm Drainage Piping 22 1423 Storm Drainage Piping Specialties 22 14 29 Sump Pumps 22 21 23 Facility Natural -Gas Piping 22 33 00 Electric, Domestic -Water Heaters 22 34 00 Fuel -Fired, Domestic -Water Heaters 22 42 13.13 Commercial Water Closets 22 42 16.13 Commercial Lavatories 22 42 16.16 Commercial Sinks 22 45 00 Emergency Plumbing Fixtures 22 47 16 Pressure Water Coolers 22 66 00 Chemical Waste for Laboratory and Health Facilities CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 00 00 00 TABLE OF CONTENTS Page 5 of 10 Volume 2 of 4 Division 23 - HVAC 23 05 00 Common Work Results for HVAC 23 05 29 Hangers and Supports for HVAC Piping & Equipment 23 05 48.13 Vibration Controls for HVAC 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 13 Duct Insulation 23 07 19 HVAC Piping Insulation 23 09 23 Direct Digital Control System for HVAC 23 09 23.12 Control Dampers 23 09 23.14 Flow Instruments 23 09 23.27 Temperature Instruments 2321 13 Hydronic Piping 23 23 00 Refrigerant Piping 2331 13 Metal Ducts 23 33 00 Air Duct Accessories 23 33 46 Flexible Ducts 23 34 23 HVAC Power Ventilators 23 36 00 Air Terminal Units 2337 13.13 Air Diffusers 2337 13.23 Registers and Grilles 23 74 16.13 Packaged, Large -Capacity, Rooftop A/C Units 23 74 33 Dedicated Outdoor -Air Units 23 81 26.10 Ductless Split -System Air -Conditioners 23 82 39.16 Propeller Unit Heaters 23 82 39.19 Wall and Ceiling Unit Heaters Division 26 - Electrical 26 00 00 Electrical - General Provisions 26 05 00 Common Work Results for Electrical 2605 13 MV Cables 2605 19 Low -Voltage Wires and Cables 26 05 26 Grounding and Bonding System 26 05 29 Electrical Support Hardware 26 05 33 Raceways and Boxes for Electrical Systems 26 05 36 Cable Tray 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 50 NEMA Frame Induction Motors, 600 Volts and Below 26 05 73 Power System Study 26 12 19 Pad Mounted Transformers 2613 13 MV Metal -Clad Switchgear 26 22 13 Distribution Dry -Type Transformers 26 24 13 LV Distribution Switchboards 26 24 16 Panelboards 26 24 19 LV Motor Control Centers 26 25 02 MV Metal -Enclosed Bus Duct 26 27 13 Power Metering and Protective Relays 26 27 26 Light Switches and Receptacles CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 00 00 00 TABLE OF CONTENTS Page 6 of 10 2628 16 LV Enclosed Circuit Breakers and Safety Switches 26 29 13 LV Motor Controllers and Contactors 26 29 23 LV Variable Frequency Drives 26 29 86 Mech Equip Control Panels (MECPs) 26 29 87 Electrical Control Panels (ECPs) 4 3 I A75263534 Single Phase r nin 01T tsU if �a��� SYsteri, it me4 26 35 34 Medium Voltage Automatic Power Factor Correction Banks 26 36 23 LV Enclosed Automatic Transfer Switches 26 41 00 Lightning Protection System 2643 13 LV AC Surge Protective Devices (SPDs) 26 50 00 Lighting System Division 27 - Communications 27 11 16 Communications Racks, Frames and Enclosures 27 13 13 Communications Copper Backbone Cabling 27 1323 Communications Optical Fiber Backbone Cabling Division 28 — Electronic Safety and Security 28 46 21.11 Addressable Fire -Alarm Systems �281300 Access Control Software and Database Management 1 2815 00 Access Control Hardware Devices L28 20 00 Video Surveillance Division 31- Earthwork 3105 15 Soils and Aggregates for Earthwork 3105 19.13 Geotextiles for Earthwork 31 09 00 Geotechnical Instrumentation and Monitoring 31 1000 Site Clearing 31 20 00 Earthwork 3123 16 Rock Removal 3123 19 Dewatering 31 23 23.33 Flowable Fill 31 25 00 Erosion and Sediment Control 31 37 00 Riprap 31 5000 Excavation Support and Protection 31 63 29 Drilled Concrete Piers and Shafts in Earthwork Division 32 - Exterior Improvements 32 1123 Flexible Base Courses 32 1129 Lime Treated Base Courses 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 3231 13 Chain Fences and Gates 3231 13.53 High Security Chain Link Fences and Gates 32 92 13 Sodding 32 92 14 Non -Native Seeding CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 00 00 00 TABLE OF CONTENTS Page 7 of 10 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection - Sanitary Sewer 1 330310 Bvpass Pumping of Existing Sewer Svstems 33 04 10 Joint Bonding and Electrical Isolation 3304 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 00 Common Work Results for Utilities 3305 10 Utility Trench Excavation, Embedment, and Backfill 3305 13 Frame, Cover and Grade Rings 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 14 Buried Steel Pipe and Fittings 33 1220 Resilient Seated Gate Valve �331221 AWWA Rubber -Seated Butterflv Valves 33 12 25 Connection to Existing Water Mains 33 1240 Fire Hydrants 33 1300 Disinfecting of Water Utility Distribution 33 31 20 Polyvinyl Chloride (PVC) Pressure Pipe 3339 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 1 33 39 60 �33 Liners for Sanitary Sewer Structures 4101 High Density Polyethylene Pipe for Water Service 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3349 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls 33 51 00 Natural Gas Distribution 33 90 50 Valves, Hydrants and Appurtenances CITY OF FORT WORTH Eagle Mountain WTP — Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 00 00 00 TABLE OF CONTENTS Page 8 of 10 Volume 3 of 4 Division 40 — Process Interconnections 40 05 06 Couplings, Adapters, and Specials for Process Piping 40 05 07 Hangers and Supports for Process Piping 4005 10 General Process Piping 4005 19 Ductile Iron Process Pipe 40 05 22 Stainless Steel Process Pipe and Tubing for Ozone Service 40 05 23 Stainless Steel Process Pipe and Tubing 40 05 24 Steel Process Pipe 40 05 31 Thermoplastic Process Pipe 40 05 32 Double Wall Chemical Pipe System 40 05 51 Common Requirements for Process Valves 40 05 53 Identification for Process Piping 40 05 57 Actuators for Process Valves and Gates 40 05 59.13 Aluminum Stop Plates 40 05 59.23 Stainless Steel Slide Gates 40 05 61 Gate Valves 40 05 62 Plug Valves 40 05 63 Ball Valves 40 05 64 Butterfly Valves 40 05 65.16 Globe Valves 40 05 65.23 Swing Check Valves 40 05 65.29 Double -Disk Check Valves 40 05 67.36 Pressure -Regulating Valves 40 05 67.39 Pressure -Relief Valves 40 05 71.13 Duckbill Check Valves 40 05 74.13 Diaphragm Valves 40 05 74.23 Pinch Valves 40 05 78.11 Air Release Valves for Water Service 40 05 78.13 Air/Vacuum Valves for Water Service 40 05 78.19 Combination Air Valves for Water Service 40 05 82 Solenoid Valves for Process Service 4005 89.13 Basket Strainers for Process Service 40 05 89.23 Needle Valves 40 41 00 Electrical Heat Tracing 40 42 13 Process Piping Insulation 40 61 00 Process Control and Enterprise Management Systems General Provisions 40 61 21.20 Process Control System Testing [Contractor performs programming] 40 61 26 Process Control System Training 40 61 93 Process Control System Input/Output List 40 61 96 Process Control Descriptions 40 62 63 Operator Interface Terminals 40 63 43 Programmable Logic Controllers 40 66 13 Switches and Routers 40 66 19 Media Converters 40 67 17 Industrial Enclosures 40 67 23 Control System Consoles CITY OF FORT WORTH Eagle Mountain WTP — Phase W Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 June 7, 2024 0 00 00 00 TABLE OF CONTENTS Page 9 of 10 40 67 33 Panel Wiring 40 67 63 Control Panel Mounted UPS 4068 13 Process Control (HMI) Software 40 68 63 Configuration of HMI Software 40 68 66 Configuration of Controller Software 40 70 00 Instrumentation for Process Systems 4071 13 Magnetic Flow Meters 40 71 33 Propeller Flow Meters 40 71 43 Variable Area Flow Meters 40 71 76 Thermal Flow Meters 40 72 23 Radar Level Meters 40 72 33 Capacitance Type Level Meters (Continuous and Point Type) 40 72 43 Pressure and Differential Pressure Type Level Meters 40 72 76 Level Switches 4073 13 Pressure and Differential Pressure Gauges 40 73 26 Gauge -Pressure Transmitters 40 73 29 Differential Pressure Transmitters 40 73 36 Pressure and Differential Pressure Switches 40 73 46 Load Cells 40 73 63 Diaphragm Seals 40 74 43 Bimetallic Thermometers 40 74 63 Temperature Transmitters 40 74 66 Temperature Switches 40 75 06 Single Parameter Analyzer Transmitter 4075 13 pH/ORP Analyzers 40 75 21 Chlorine Analyzers 40 75 53 Turbidity Analyzers 4078 16 Indicating Lights 40 78 19 Switches and Push Buttons 40 78 33 Annunciators 40 78 53 Relays 40 78 56 Isolators. Instrinsically Safe Barriers, and Surge Surpressors 40 78 59 Power Supplies Division 41— Materials Processing and Handling Equipment 4122 23.19 1 Monorail Hoists Division 43 —Process Gas and Liquid Handling, Purification and Storage Equipment 43 11 18 Vertically Split Multistage Centrifugal Blowers 43 23 31.21 Vertical In -Line Centrifugal Sample Water Pumps 43 23 41 End Suction Process Pumps 43 23 56.25 Metallic Gear Pumps 43 24 26.15 Vertical Turbine Short -Set Pumps 4325 13 Submersible Solids Handling Pumps 4325 17 Basic Sump Pumps 4325 18 Process Sump Pumps 43 41 43 High Density Polyethylene Tanks Division 46 — Water and Wastewater Equipment 46 05 53 1 Identification for Water and Wastewater Equipment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS June 7, 2024 Eagle Mountain WTP — Phase W Expansion City Project No. 105176 00 00 00 TABLE OF CONTENTS 0 A A 0 A 46 31 51 46 33 44 46 33 73 463400 4641 17 46 41 24 46 43 21 4661 13 4661 19.13 46 61 23.15 Liquid Oxygen Storage and Feed Equipment Peristaltic Metering Pumps Liquid Chemical Diffusers Domestic Water Softeners Inline Static Mixers Vertical Shaft Mixers and Flocculators Circular Clarifier Equipment I- elif e,a pl. 4e se♦ale..., Filter Media Washwater Troughs Filter Underdrain System Volume 4 of 4 Appendices Appendix GC-6.06.D Appendix GC-6.07.B Appendix GC-6.07.0 Appendix TWDB 0459 Appendix TWDB ED-101 Appendix TWDB ED-103 Appendix TWDB ED-104 Appendix TWDB 1105-A Appendix TWDB 14 Appendix TWDB 11 Appendix TWDB 1106 B Appendix SC-4.02.1 Appendix SC-4.02.2 Appendix SC 4.02.3 Appendix A Appendix B Appendix C Appendix D Appendix E Page 10 of 10 Special Instructions to Bidders -Offerors 2013 Citv of Fort Worth Vertical Commercial Construction Prevailing Wage Rates 2013 Citv of Fort Worth Horizontal (Heavy and Highwav Construction Proiect) Prevailing Wage Rates Monthly Davis Baeon Wage Rate Get4ifieate of Tle Form - Vendor Compliance and Reciprocity on Non -Resident Bidder Site Certificate Contractor's Act of Assurance (Construction Contract) Contractor's Act of Assurance Resolution Bidder's Cei4i f em ers regarding ing Equa Ek pZay eat n,., eFt ivy an Certificate of Compliance with US Iron and Steel Requirements Cmid,nee Arc r_uid mee for- Clean Water- a d Dlin-lingWater- SRF Pr-qjeets Fefm n IS rye >\ irinimiz Lag Geotechnical Data Report Subsurface Utility Engineering Eagle Mountain Record Drawings Westech Membrane Data Veolia Ozone Equipment Data Plate Settler Vendor Data SDS Sheets Membrane Filtration Svstem Draft Shop Drawings END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS June 7, 2024 Eagle Mountain WTP — Phase IV Expansion City Project No. 105176 A 3 APPENDIX Appendix GC-6.06.D Special Instructions to Bidders -Offerors Appendix GC-6.07.13 2013 City of Fort Worth Vertical Commercial Construction Prevailing Wage Rates Appendix GC-6.07.0 2013 City of Fort Worth Horizontal (Heavy and Highway Construction Project) Prevailing Wage Rates Appendix TWDB 0459 Form - Vendor Compliance and Reciprocity on Non -Resident Bidder Appendix TWDB ED-101 Site Certificate Appendix TWDB ED-103 Contractor's Act of Assurance (Construction Contract) Appendix TWDB ED-104 Contractor's Act of Assurance Resolution Appendix TWDB 1105-A Certificate of Compliance with US Iron and Steel Requirements Appendix SC-4.02.1 Geotechnical Data Report Appendix SC-4.02.2 Subsurface Utility Engineering Appendix SC 4.02.3 Eagle Mountain Record Drawings Appendix A Westech Membrane Data Appendix B Veolia Ozone Equipment Data Appendix C Plate Settler Vendor Data Appendix D SDS Sheets Appendix E Membrane Filtration System Draft Shop Drawings CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK 1 GC-6.06D Special Instructions to Bidders -Offerors CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 FORT WORTH. City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL Bid number: Business Equity Goal: 10.20 It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number is 10.20%. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, 10.2Q% of the Bidder's awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City's current Business Equity Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be considered, a Bidder must satisfv one (1) of the conditions below. A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance &20-370 (q) page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no later than 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. c. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion — Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described inthe Business Equity Ordinance �20-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace; or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. VIOLATIONS AND SANCTIONS 1. Failure to comply with the City's Business Equity Ordinance will result in the bid being considered "Non -Responsive." 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non -responsive and a "written warning" letter that may impact the Offeror's evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance F420-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN_BE@fortworthtexas.gov I Phone: 817-392-2674 GC-6.07.B 2013 City of Fort Worth Vertical Commercial Construction Prevailing Wage Rates CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.07.0 2013 City of Fort Worth Horizontal (Heavy and Highway Construction Project) Prevailing Wage Rates CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 TWDB-0459 Form Vendor Compliance and Reciprocity on Non -Resident Bidder CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 TWDB-0459 Rev 01/17 VENDOR COMPLIANCE WITH RECIPROCITY ON NON- RESIDENT BIDDERS Texas Government Code Section 2252.002 provides that in order for nonresident bidders to be awarded a governmental contract, the bidder must bid projects for construction, improvements, supplies, or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid the nonresident bidder in order to obtain a comparable contract in the nonresident bidder's state. A nonresident bidder is a person, including a contractor, whose principal place of business or corporate office is outside of the state of Texas. This requirement does not apply to a contract involving Federal funds. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of a nonresident bidder to do so will automatically disqualify that bidder. Resident bidders must check the blank in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate office is in the state of Texas: I I I #_i -9 _ 1: Webber Waterworks, ILC Company The Woodlands, Texas 77380 City State Zip Peter T. Bailey By (print name) r Signature Executive Vice President Title (print) THIS FORM MUST BE RETURNED WITH THE BUD TWDB ED-101 Site Certificate CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 STATE OF TEXAS COUNTY OF SITE CERTIFICATE Before me, the undersigned notary, on this day personally appeared , a person whose identity is known to me or who has presented to me a satisfactory proof of identity. After I administered an oath, this person swore to the following: (1) My name is . I am over 18 years of age and I am of sound mind, and capable of swearing to the facts contained in this Site Certificate. The facts stated in this certificate are within my personal knowledge and are true and correct. (2) I am an authorized representative of an entity that has filed an application for financial assistance with the Texas Water Development Board for a (water) (wastewater) project. I certify that: Please complete only those sections that apply to your project: LEGAL CERTIFICATION — LEASE/CONTRACT (Legal Name of Applicant, i.e., City, District, etc.) has executed a written lease or other contractual agreement to use the property needed for this (water)(wastewater) project that extends through (date), the life of the Texas Water Development Board loan or grant that will be used to finance this project, either in whole or in part. A copy of this lease or agreement is attached hereto. I certify that: LEGAL CERTIFICATION — PROPERTY EASEMENT (Legal Name of Applicant, i.e., City, District, etc.) has executed an express easement to use the property needed for this (water) (wastewater) project that extends through the life of the Texas Water Development Board loan or grant that will be used to finance this project, either in whole or in part. The express easement to use the property needed for this (water) (wastewater) project extends through (date). A copy of the express easement agreement is attached hereto. ED-101 Rev 9/16 I certify that LEGAL CERTIFICATION — OWNERSHIP INTEREST (Legal Name of Applicant, e.g. City, District, etc.) option A: has acquired the necessary real property interest, as evidenced by fee simple purchase, deed, fully executed earnest money contracts, or completion of eminent domain proceedings; that such acquisition will guarantee access and egress; and such interest will contain the necessary easements, rights of way, or unrestricted use as is required for the project being financed by the Texas Water Development Board. The legal description is referenced below. option B: is in the process of acquiring the necessary real property interest, as evidenced by earnest money contracts, contracts for sale, firm option agreements to purchase the subject property, or the initiation of eminent domain procedures; that such acquisition will guarantee access and egress; and such interest will contain the necessary easements, rights of way, or unrestricted use as is required for the project being financed by the Texas Water Development Board. The legal description is referenced below. The anticipated date of acquisition is: The property has been/will be acquired with the use of eminent domain: OTrue OFalse Location and Description of Property Interests acquired for Project: Any deeds or other instruments required to be recorded to protect the title(s) held by (Legal Name of Applicant) have been recorded or filed for the record in the County deed records or other required location. The following documents are attached hereto: Description of documents that were used or will be used to acquire the property: ED-101 Rev 9/16 EXECUTED this day of , 20 (Signature) (Print Name) (Title) Sworn to and subscribed before me by on this day of ,20 (Notary Public in and for the State of Texas) [SEAL] ED-101 Rev 9/16 TWDB ED-103 Contractor's Act of Assurance (Construction Contract) CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 ED-103 Reviewed 09/26/2016 CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF BEFORE ME qualified in and for the County of , as represented by a Notary Public duly commissioned and in the State of Texas came and appeared , the Corporation's , who declares he/she is authorized to represent pursuant to provisions of a resolution adopted by said Corporation on the day of , 20 (a duly certified copy of such resolution is attached to and is hereby made a part of this document). , as the representative of, declares that assures the Texas Water Development Board that it will construct project at , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this day of , 20 (Notary Public in and for the State of Texas) (Print Name) [SEAL] TWDB ED-104 Contractor's Act of Assurance Resolution CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 ED-104 10/06/2016 CONTRACTOR'S ACT OF ASSURANCE RESOLUTION I hereby certify that it was RESOLVED by a quorum of the directors of the (Name of Corporation), meeting on the day of 20 , that: Authorized Representative(s): be, and hereby is/are authorized to act on behalf of (Name of Corporation), as its representative in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the Corporation this day of , 20 (Secretary) [SEAL] TWDB 1105-A Certificate of Compliance with US Iron and Steel Requirements CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 TWDB-1105-A Rev 04/20 Attachment 2:1105-A Certificate of Compliance with U.S. Iron and Steel Requirements Certificate of Compliance with U.S. Iron and Steel Requirements Compliance Submittal by Owner TWDB Project: Contract Name and ID: TWDB Commitment Number: This executed certificate must be submitted after the completion of construction and prior to the issuance of a Certificate of Approval. I, (Full Name Printed) swear or affirm under penalty of law that I am (Title) of the (Name of Entity) and to the best of my knowledge and in reliance of the certifications provided by manufacturers, vendors, contractors and consultants, hereby certify that the above -mentioned entity is in full compliance with the U.S. Iron and Steel requirements of Texas Water Code Section 17.183 and/or Texas Government Code Chapter 2252, Subchapter G, as applicable and subject to any waivers granted by the Texas Water Development Board (TWDB). I understand that a false statement herein may subject me and/or the Entity to any and all civil and criminal penalties available pursuant to applicable federal and state laws. EXECUTED this day of , 20. (Signature) (Printed Name) (Title) Sworn to and subscribed before me by 120 on this day of (Notary Public in and for the State of Texas) (SEAL) SC-4.02.1 Geotechnical Report CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 CHNICA� DATA REPORT �EOTE J AN U ARN( 2025 • Water EagleMOU Treatment n Plant phase IV Ex project Prepared for'• City of Fort Worth, Texas .:......................... ............ ....� JEFFREY D. VAN PELT ........... . .............................. 116120 � ICENSti.•' J2g1202.5 CPVWU T BPE Firm Reglstration No. F-3034 Contents Acronyms and Abbreviations.................................................................................................. 1 1.0 Introduction................................................................................................................... 1-1 1.1 Project Description and Location.................................................................................................1-1 1.2 Datum.......................................................................................................................................... 1-2 1.3 Purpose and Scope...................................................................................................................... 1-2 1.4 Report Limitations....................................................................................................................... 1-2 2.0 Site and Subsurface Conditions...................................................................................... 2-1 2.1 Existing Site Conditions................................................................................................................ 2-1 2.1.1 Site Location and Description............................................................................................. 2-1 2.1.2 Site Topography, Features and Boundaries........................................................................ 2-1 2.2 Regional Geology......................................................................................................................... 2-1 2.3 Geotechnical Subsurface Investigations...................................................................................... 2-1 2.3.1 Previous Test Boring Program Performed by Fugro Consultants, LP .................................. 2-1 2.3.2 Test Boring Program Performed by CDM Smith................................................................. 2-2 2.3.3 Geophysical Program......................................................................................................... 2-3 2.4 Geotechnical Laboratory Testing................................................................................................. 2-3 2.5 Groundwater Conditions............................................................................................................. 2-8 2.6 Expected Variations in Subsurface Conditions............................................................................. 2-8 Figures Figure 2.1 Boring Location Plan Tables Table 1.1 Summary of EMWTP Phase IV Expansion Proposed Structures Table 2.1 Summary of Geotechnical Laboratory Test Results .................. Table 2.2 Summary of Groundwater Levels from Piezometers................ 2-4 1-1 2-5 2-8 With EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE i CONTENTS Appendices Appendix A - Fugro Consultants Geotechnical Boring Logs and Laboratory Results Appendix B - CDM Smith Investigation Test Boring Logs Appendix C - Geophysical Exploration Report at the Eagle Mountain Water Treatment Plant Appendix D - CDM Smith Investigation Geotechnical Laboratory Results Appendix E - Monitoring Well Installation Logs and Monitoring Data EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE ii Acronyms and Abbreviations ASTM American Society for Testing and Materials International bgs below ground surface CDM Smith CDM Smith, Inc. CoreCo CoreCo USA, Inc. El. elevation EMWTP Eagle Mountain Water Treatment Plant EPA U.S. Environmental Protection Agency Fort Worth City of Fort Worth, Texas Fugro Fugro Consultants LP Gehrig Gehrig, Inc. GPS Global Positioning System NAD 83 North American Datum of 1983 NAVD 88 North American Vertical Datum of 1988 O.D. outside diameter RQD rock quality designation SPT standard penetration test SRT seismic refraction tomography TEAM TEAM Consultants, Inc. Terracon Terracon Consultants, Inc. USGS United States Geological Survey Smi D tI1 EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 1 1.0 Introduction 1.1 Project Description and Location CDM Smith, Inc. (CDM Smith) has been retained by the City of Fort Worth, Texas (Fort Worth) to provide professional engineering services for the Eagle Mountain Water Treatment Plant (EMWTP) Phase IV Expansion project located in the City of Fort Worth, Texas. The proposed expansion will occur at the location of the existing operational EMWTP and include construction of new site facilities and ancillary infrastructure including yard piping and pavement. Details of the proposed structures understood at the time of this report are included in Table 1-1. Table 1.1 Summary of EMWTP Phase IV Expansion Proposed Structures Ozone Generation Building 72 x 70 -2 (El. 805) Liquid Oxygen Tanks and Vaporizers 48 x 36 -2 (El. 805) Raw Water Meter Vault/Ozone Gallery 163 x 72 16 (El. 792) Ozone Contact Basin/Rapid Mix Basin 60 x 52 8 (El. 800) Flocculation Basin 203 x 60 8 (El. 800) Sedimentation Basin 203 x 67 9 (El. 796) Filters 203 x 57 11 (El. 798) Treatment Structure Filters Flume/Backwash Manifold 203 x 61 22 (El. 791) Filter Gallery/Administration 203 x 26 22 (El. 791) Break Tank/Administration 203 x 38 24 (El. 782) Membrane Building 203 x 129 2 (El. 802) Chemical Storage Area 131 x 46 2 (El. 802) ACH Storage and Feed Pump Building 26 x 45 -2 (El. 805) Electrical Building 96 x 68 0 (El. 806) Washwater Recovery Basin Structure 138 x 74 20 (El. 780) Washwater Recycle Pump Station No. 4 135 x 74 20 (El. 780) Washwater Sludge Pump Station No. 1 24 x 14 20 (El. 780) Miscellaneous Vaults 24 x 16 10 (El. 793) Miscellaneous Pads 10 x 10 0 (El. 806) 1. The facilities noted as part of the Treatment Structure are understood to be common -wall construction such that the overall larger facility is a multi -level structure. 2. Negative values of bearing depth indicate site fills to raise finished grades. 3. Bearing depths and elevations (El.) indicated are to be considered approximate. The proposed improvements are shown on Figure 2-1. Smi D tI1 EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 1-1 1.0 1 INTRODUCTION 1.2 Datum Elevations noted in this report are measured in feet and referenced to the North American Vertical Datum of 1988 (NAVD 88). The horizontal datum used for this report is the Texas State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD 83). 1.3 Purpose and Scope The purpose of this geotechnical data report is to summarize the geotechnical investigation performed as part of the EMWTP Phase IV Expansion project, which includes test borings, piezometers, geophysical investigation, and laboratory tests and to provide geotechnical subsurface information for the proposed improvements. The geotechnical scope of work generally consists of the following: Reviewing available geotechnical investigations conducted in the vicinity of the EMWTP; Advancing 25 test borings (B-100 through B-124) at the site to obtain information on subsurface conditions and collect geotechnical soil and rock samples; Installing two (2) groundwater piezometers (PZ-A and PZ-B) to observe the groundwater conditions at the site over time; Performing a geophysical subsurface investigation to estimate the approximate depth to rock across the site; Conducting geotechnical laboratory tests on selected soil and rock samples to assist with classification and to estimate the engineering properties of these materials; Preparing test boring logs to characterize the general site subsurface conditions encountered; and Preparing this geotechnical data report presenting the geotechnical data collected as part of the subsurface investigation associated with the EMWTP Phase IV Expansion project. 1.4 Report Limitations The recommendations in this report have been prepared for the EMWTP Phase IV Expansion project in Fort Worth, Texas as understood at this time and described in this report. This report has been prepared in accordance with generally accepted engineering practices. No other warranty, express or implied, is made. EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 1-2 2.0 Site and Subsurface Conditions 2.1 Existing Site Conditions 2.1.1 Site Location and Description The proposed Phase IV Expansion project is located within the City of Fort Worth's EMWTP at 6801 Bowman Roberts Rd, in Fort Worth, Texas. The area surrounding the EMWTP primarily consists of residential housing, Dozier Elementary School, and commercial businesses. 2.1.2 Site Topography, Features and Boundaries The proposed EMWTP Phase IV Expansion project site is bordered by residential housing to the north and south, existing treatment plant facilities to the east, and undeveloped grass -covered land with areas of moderate to large trees to the west. A small drainage channel is located within the tree -covered area to the west of the proposed project area and flows from north to south. The existing plant facilities in the east are separated from the undeveloped grass -covered land in the west by a chain -link fence. At the time of our subsurface investigation, several piles of construction debris, including concrete, piping, rebar, and soil were situated between the existing perimeter fence line and plant facilities. Soft, saturated ground conditions were encountered in the southern area of the project site where the drainage channel flows across the property. Additionally, and based on utility locates observed prior to drilling, several existing and operational utilities are understood to be located throughout the project site. In general, the grades across the EMWTP Phase IV Expansion project site slopes from northeast to southwest, ranging in elevation (El.) from approximately elevation El. 810 in the northeast to El. 799 in the southwest. 2.2 Regional Geology According to the Geologic Atlas of Texas and the United States Geological Survey (USGS), the project site is located within the Fort Worth Limestone and Duck Creek Formation. The Fort Worth Limestone can range in thickness from approximately 25 to 35 feet. Clays within this unit are most often medium grey to yellowish brown and may contain marine megafossils such as ammonites. Limestone thickness within the Fort Worth Limestone tends to become thicker in the southward direction. The Duck Creek Formation consists of limestone ranging from approximately 30 to 100 feet (thinning towards the south) and cohesive soils that demonstrate high plasticity values with high shrinking and swelling potential. These clays are most often dark grey to yellow brown. 2.3 Geotechnical Subsurface Investigations 2.3.1 Previous Test Boring Program Performed by Fugro Consultants, LP A previous subsurface exploration had been conducted by Fugro Consultants LP (Fugro) at the EMWTP as part of their geotechnical investigation report, dated May 2005. The drilling program for the investigation consisted of 26 test borings (B-1 through B-26). The test borings were drilled to depths of CDMI Smith EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-1 2.0 1 SITE AND SUBSURFACE CONDITIONS between 20 and 50 feet below ground surface (bgs). The as -drilled test boring locations and the geotechnical laboratory test results are presented in Appendix A. 2.3.2 Test Boring Program Performed by CDM Smith A subsurface exploration program was conducted by CDM Smith to investigate the subsurface conditions at the proposed EMWTP Phase IV Expansion project site in two phases. The drilling program for the first phase of the subsurface investigation consisted of 22 test borings (B-100 through B-121) and installation of two (2) groundwater piezometers (PZ-A and PZ-B). CoreCo USA, Inc. (CoreCo) drilled the 22 test borings and installed the 2 groundwater piezometers using a Diedrich D-50 Turbo drill rig between May 6, 2024, and May 21, 2024. The phase one test borings were drilled to depths of between 8 feet and 60 feet bgs. All test borings were advanced with continuous soil sampling through the first 10 feet and at standard 5-foot intervals thereafter. Phase two of the subsurface investigation consisted of three (3) test borings (B-122 through B-124). Terracon Consultants, Inc. (Terracon) drilled the three test borings using a CME-75 truck mounted drill rig on November 11, 2024. Test borings B-122 and B-123 were blank drilled to a depth of 13.5 feet bgs to begin coring to obtain bedrock samples. Test boring B-124 was advanced with continuous soil sampling through the first 10 feet and at standard 5-foot intervals thereafter. The phase two test borings were drilled to depths between 25 feet and 30 feet bgs. Sampling in cohesionless soils was performed using split -spoon methods in accordance with ASTM International (ASTM) D1586 using a 2-inch outside diameter (O.D.) sample, driven 18 inches by blows from a 140-pound hammer falling freely for 30 inches. The number of blows required to drive the sample each 6-inch increment was recorded, and the Standard Penetration Test (SPT) resistance (N- value) was calculated as the sum of the blows over the second and third intervals of penetration. Sampling in cohesive soils was performed using Shelby tubes in accordance with ASTM D1587 using a 3 inch diameter Shelby tube to push 24 inches into the cohesive material to recover an undisturbed sample. A CDM Smith representative visually classified the soil samples recovered in the field in general accordance with the Burmister classification system. Representative soil samples from each split -spoon and Shelby tube sample were collected and stored in plastic bags or wrapped in aluminum foil and plastic wrap for subsequent review and geotechnical laboratory testing. Upon encountering hard drilling, rock coring was conducted in 17 of the test boring locations in general accordance with ASTM D2113. Rock coring was conducted using an NX size rock core barrel, having an outer diameter of approximately 3 inches and an inner diameter of approximately 2 inches. The recovered rock cores were logged in the field by a CDM Smith geotechnical engineer and were stored in rock core boxes for later review and laboratory testing. A Rock Quality Designation (RQD) value was determined for each core run. The RQD is defined as the sum, in inches, of all pieces of sound rock core, four inches in length or longer, divided by the length in inches of the entire core run, expressed as a percentage. Groundwater levels were recorded when first encountered during drilling as well as in the two (2) piezometers installed at the site (discussed in Section 2.5). All test borings were backfilled upon EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-2 2.0 1 SITE AND SUBSURFACE CONDITIONS completion with soil cuttings. The test borings were located in the field by CDM Smith using a handheld Global Positioning System (GPS). The as -drilled test boring locations are shown on Figure 2-1 and the test boring logs from the test boring program are included in Appendix B. 2.3.3 Geophysical Program Based on the variability in depth to rock, CDM Smith subcontracted Gehrig, Inc. (Gehrig) of Muenster, Texas to perform a geophysical program at the EMWTP Phase IV Expansion project site on September 10, 2024. The program utilized four (4) lines of seismic refraction tomography (SRT), which is a 2- dimensional (2-D) exploratory geophysical method to estimate the depth to weathered and unweathered rock. The geophysical investigation transects (SRT Lines 1 through 4) were located in areas proposed for the plant expansion to supplement the CDM Smith geotechnical test boring program. Details of the geophysical investigation, location of the transects, and results of the investigation are presented in Appendix C. 2.4 Geotechnical Laboratory Testing Soil and rock samples obtained from the test borings performed as part of the EMWTP Phase IV Expansion project were transported by CoreCo and Terracon to TEAM Consultants, Inc. (TEAM) located in Arlington, Texas. Geotechnical laboratory tests were performed on select soil and rock samples obtained from the test borings. The laboratory testing program consisted of the following tests: Atterberg Limits (ASTM D4318) Particle Size Analysis (ASTM D422) Percent Passing No. 200 Sieve (ASTM D1140) Classification of Soils (ASTM D2787 and ASTM D2488) Moisture Content (ASTM D2216) Unconfined Compressive Strength (Soil) (ASTM D2166) Unconsolidated-Undrained Triaxial Compression (ASTM D2850) Unconfined Compressive Strength (Rock) (ASTM D7012, Method C) One -Dimensional Swell Test (ASTM D4546) One -Dimensional Consolidation (ASTM D2435) Soil Resistivity (ASTM G57) pH Lime Determination (TEX 121-E, Part III) Sulfate Content (U.S. Environmental Protection Agency [EPA] 9056) Chloride Content (EPA 9056) A summary of the geotechnical laboratory test results is shown in Table 2-1. The detailed laboratory test results from the subsurface investigation are included in Appendix D. EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-3 2.0 1 SITE AND SUBSURFACE CONDITIONS I ;t',S,,ri:%� _,�"Y^'• "I'^-: -.�ti?r,: + r• l� .t.d.:,z-...-i.'.v.. ,iw'.i �FQh?O.�.N SYREEi',.'::.:��K •::; _ : F.�.•. n.'.`;j:' i7AW +YATf'f?'.. IVALVE� I ... MUID OMEN TAWS GENERkn - - - - - - BUILDING tiCx - - - OZONE CONTACT BASINS I 9-117 3 B-I24s' Y ❑ B-112 FLIER PIPE WLLCRYJAOMIN 8-121 B-1t5 (E_2) �gGS��ark'.N —ELECTRICAL BUILDING (r.,r} B-12 y2 00 $-106 ,I,j��j, E Bull llFbG I1I�I II III - .,[iER CiiLEP7 (E-5) w B-113 uo [1�i09 'y „' �'.4=`ti :P �+y •.s: YY+.`.,7ifN SANK FA B-104 %, sY= was ruxTEP '. , yyyyee��yy +^� WASYWATER RE1C01iERY Iffi i B-11$ PUMP STATION rAW ROAD L L C-•EMICA_STORAGE NO. 3 I� c OwcOR I SW85iR1I0N �� OTHERS) P I III III jj� y[4I IJ x I f--- I i VALVE VAULT (BY btMEItS) — ]I ❑ n �N mith B-1O08. B-10I7I/P2-A 8-] 1IJ J I I IJ LIWNA�v I-,�;•�° I II I 8-123 �jI'f I SEDIMENTAT10N IdASINS { D} I I I I � I Il� 14 x �- - - -- K -'- -- Q WASHWA'ER RECOVERS, BA57N fir• 1 I ` i Il - •'++GULOR.Wfi Roll.[ �J-'J 111 Lq5 W,E=14 4'AULT 1AMA!{V,'�4 „ 8Li?G •>4 F11' VA4.VE VAULT ND 7 WASH WATER Swod, B-109%Pi-B!� PUMP STATION NO 1 * , WIISHWBAS ATER RECOVERY IN i 4�4LC (K-2) � 1 •I ♦ SLUM Wml�o IVAULT Vt• 3 [A� (N-7)10 M Q B-115 t8-110 wof.,' POND }y.{ '„ - .. � r- is :`.:E,A�'[.L�" ✓� t�Rilk':�n .: in :. VFW%i;E." `i,ji',,-°"";y`�J.. ' •yr T" RW 16ALVr VAULT N6 3 - RW NAIVE MLY NO a Pw VAE --wlll_=_ 0 . =, Si1>+Ad''NF4R+TY SEU+ "tom- ' 3:SlN5 .'y fiCA.'UL4 r+CN,� FYI f71. TEES P. F 0 WASHWATER TAAX W. . ' f RECOVERY - TANK hL". I 9 0 nQn 7uI:lf EiEGTRf(A Spyw a` BLOC AYT. srAfi'6V x_ cLe�'zw>'LL ?. AN. 7 ''�Jy lT;ti cdw�+cm+G+•ragrv5 N h ,200' Ida LEGEND: B-144 DESIGNATION AND APPROXIMATE LOCATION OF TEST BORING DRILLED BY CORECO USA, INC. BETWEEN MAY 6, 2024 AND MAY 21, 2024_ AND BY TERRACON CONSULTANTS INC. ON NOVEMBER 11, 2024. PZ_A DESIGNATION AND APPROXIMATE LOCATION OF PIEZOMETERS. GEO'TEC4iHICAL @qRl� BORING NUMBET! UEPI}1 {FTJ 0.EVhi7pb! tiORTHIN6 EA5TW6 6-'01 30 507 6995437.41 2299B27.64 B-102 90 @05 6988365.97 2299711.961 I B-103 30 802 69980643.97 2299757.861 45 " 6998157,15 2299704.135 B-105 26 @O5 69962@4.04 2299634.751 8-106 30 am 8998521.6E 2299975.17 B-107/P2•-A Rs a156 6998565-21 22$9a4-6-531 I B-100 25 5134 6988@14.07 2299568,70 B-M/PZ-B 7Q BDO 09B7940-1$ 2299645-.36I P^ B-11D 15 799 69-97784.54 2299B9024I B-111 28 903 6998._5593 2299535-10� NII B-113 30 ¢Da 6a65256.¢2 ZZOOW-051 8-114 3G ¢44 6995077.03 2209644-431 I 8-115 15 M 689777&48 2NO337.931 8-116 in W2 69"13,1-43 22991MIN 1 B-„7 1D ¢D6 69B86g7-91 229G¢12-75 B-1i¢ 10 W5 GOM41.73 229¢96E.191 8-119 a 004 6596277.23 2299059.661 B-120 in $01 699B,dp.45 229945&431 B-121 10 ¢03 MW71-91 2299320-22 1 8--122 30 ¢44 691,M 11.6¢ 2299719.691 i 0-123 30 003 ¢@N=1.97 2299533-421 1 8-124 2a aw ONUB334 2299167-321 NOTES. --- 1. ELEVATIONS NOTED HEREIN ARE IN FEET AND REFERENCED TO THE NORTH AMZRICAN VERTICAL t DATUM OF 19$$ (NAvn 88). 1l 2. THE AS -DRILLED TEST BORING LOCATIONS B-100 THROUGH B-124 WERE LOCATED BY CDM SMITH, INC. USING A HANDHELD GIPS UNIT, 3. TEST BORINGS 6-100 THROUGH B-124 WERE OBSERVED AND LOGGED ON A FULL-TIME BASIS BY A CDM SMITH ENrANEER. CITY OF FORT WORTH, TEXAS FIGURE 2-1 EAGLE MOUNTAIN WATER TREATMENT PLANT BORING LOCATION PLAN PHASE IV EXPANSION JANUARY 2025 CDMEAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-4 Smith 2.0 1 SITE AND SUBSURFACE CONDITIONS Table 2-1 Summary of Geotechnical Laboratory Test Results Fugro Test Borings, 2005 3 9 5.1 3-0 4.0 3-9 S-2 5.0 6.0 -9 5-3 10.0 11.0 B-9 5-4 16.0 17.D B-9 5-5 20.0 21.0 B-12 5-1 10 3.0 B-12 S-2 5.0 6.0 8-12 5-3 7.0 8.0 &-12 S-4 10.0 11.0 5.12 5.5 20.0 22.0 B-25 S-1 2.0 3.0 6-25 5-2 6.0 7A B-25 5.3 7.0 8,0 B-25 S-4 10.0 11.13 B-26 S-1 2.0 3.0 5-26 5-2 15.0 16.0 CAM Smith Test Borings, 2024 B-10D ST-3 4-C 6.0 B-100 ST-5 &C 20.0 8-100 RC-1 16.8 - 17.8 B-100 RC-2 21.0 - 21.5 8.100 RC-2 22.1 - 22.5 8.100 RC-3 29.0 - 29.6 B-101 ST-1 0.0 2.0 B-101 ST-2 2.0 4A B-101 ST-4 Cc 8.0 B-101 RC-1 20.3 - 20.7 B-101 RC•1 25.3 - 25.6 8-101 RC-2 29.9 - 30.4 B-102 ST-3 4.0 - 6.0 B-102 SPT-2 8.0 10.0 B-102 RC-1 17.0 - 27.6 B-102 RC-3 27.2 - D.7 B-102 RC-6 40.7 - 41.0 B-102 RC-7 46.11 - 45.4 B-102 RC-9 55.3 - 56.4 B-103 ST-4 6-0 - 8.0 8-1D3 5T-5 8.0 1D.0 B-103 ST-6 13.0 - 15.0 8-104 ST•2 2.0 4.0 B-104 ST-5 &0 10.0 B-104 ST-6 13.t7 - 15.11 9-1D4 RC-1 20.0 - 20,7 B-1D4 RC-3 32.6 - 33.0 B-104 RC-5 42.5 - 43.0 City of Forth Worth, Texas Eagle Mountain Water Treatment Plant Phase IV Expansion Fort Worth, Texas Clay CH 18-0 Clay CL 11.0 Clay CH 21.0 111.0 59 21 38 5,200 - Lirnestone 5.0 149.0 - - - - 66.70 Li rnestone 10, 0 131.0 7-40 Clay CH 23.0 - - - Clay CL 15.0 117.0 3,800 Clay CL 13.0 - - - Li rnestone 4.0 152.0 134.00 Li rnestone 11.0 132.0 9.30 Clay CH 8.0 - - - Clay CL 8.0 - Clay CL 19.0 72,0 26 14 12 - Clay CH 24.0 106-0 4,000 Clay CL 13.0 1D7.0 31 14 17 4,0D0 - Shale 13.0 - - - - - - - Clay CH 2O.8 105-2 67 24 43 6,54[7 0.25 0-63 Clay CL 16.4 111.1 92.0 46 1& 28 3,120 - - 5hale 5.8 141-0 - - 4,87 - Li rnestone 8.5 137.9 SA4 - 5hale - 10A 130.2 - - - - - - 3-64 - - - - - - - - - 5hale 10.9 1231 4.39 - - - - Clay CL 25.8 - - 690 Clay CH 19.9 1D0.8 60 21 39 4,020 - 7-98 95 40-1 �100 Clay CH 19.1 111.1 S4.0 66 19 47 4,020 5,6D0 0.126 0.105 - - - - 5hale 15.3 114.3 2.60 - - - Llrnestone 3.7 149.7 254 - Shale 11.2 123.0 4.13 Clay CH 30.1 91.2 - 87 24 63 - 3,200 - - - 0.25 0.91 - - - - Clay CL 14.9 52.2 31 12 19 Shale 15.5 120.8 - - - 4,38 5h ale 12.9 130.1 3,39 - Li rnestone 6.4 146.6 87.3 - Lirnestone - 6.5 143.5 - - - - - - 247 - - - - - - - - - Sh ale 10.6 116-0 674 - Clay CH 2$,7 96.9 93.1 70 22 48 - 3,960 - - - - - - - - - - Clay CL 22.2 1D7.7 91.5 - - - 6,180 - Clay CL 13.5 1203 - 41 17 24 7,560 - Clay CH 29.1 90.1 91.7 73 23 50 2,840 - - Clay CH 1&.0 110.1 - S3 20 33 5520 - - Clay CL 17.6 115.0 44 18 26 6,380 - - - Llrnestone 4.4 152.1 - - - - 4.37 - - Li rnestone 3.9 153.5 173 - - Lirnestone 6.9 141.5 214 - - - Page 1 EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-5 2.0 1 SITE AND SUBSURFACE CONDITIONS Table 2-1 Summary dGeotechnlcal Laboratory Test Results B-105 ST•3 4-0 6-0 Clay B-105 ST-5 &0 10.0 Clay B-105 RC-1 16.9 - 17.8 Shale B-105 RC-1 17.8 - 18.4 Limestone B-105 RC-2 22.8 - 23.2 Limestone B-105 RC•2 23.3 - 23.3 Limestone B-106 ST-2 2.0 4.0 Clay 9-106 ST-4 6-0 8.0 Clay 8-106 SPT-1 13.5 - 15.0 Clay 8-106 RC-1 16.0 - 16.6 Limestone 8-106 RC-1 16.9 - 175 Shale B-106 RC-2 22.0 - 22.6 Shale 8-106 RC-3 25.3 - 26.1 Limestone 8-107 ST-2 2.0 4.0 Clay B-107 SPT-1 8.0 10.0 Clay B-107 RC-1 16.0 - 16.9 Shale B-107 RC-2 21.5 - 22.0 Limestone B-107 RC-4 30.7 - 31.1 Limestone 9-107 RC-5 35.9 - 36.2 Shale B-107 RC-6 44.2 - 45.0 Limestone B-108 ST-3 4.0 6.0 Clay B-108 5T-4 4.0 7.0 Clay B-108 RC-1 11.4 - 12.0 Limestone B-108 RC-2 16.9 - 17.6 Limestone 8-108 RC-2 19.3 - 20,❑ Limestone 9-108 RC-3 20.5 - 20.9 Limestone B-109 ST-1 0.0 2.0 Clay B-109 ST-2 2.0 4.0 Clay B-109 5T-3 4.0 6.0 Clay 13-09 SPT-2 8.0 10.0 Clay B-109 RC-1 14.1 - 14.5 Shale 3-109 RC-2 19.5 - 20Z Limestone 8-110 ST-2 2.0 4.0 8-110 ST-4 6.0 ale Clay B-110 5PT-2 13.0 - 15.0 Sandy Clay B-111 5T-2 2.0 4.0 Clay B-111 ST•3 4.0 6.0 Clay 8-111 RC-1 17.1 - 17.6 Limestone B-111 RC-2 23.3 - 23.7 Limestone B-111 RC-2 24.4 - 24.7 Limestone 8-112 ST-2 2.0 4.0 Clay B-112 ST-3 4.0 6.0 Clay B-112 ST-4 6.0 8.0 Clay B-112 RC-1 18.9 - 19.3 Limestone 8-112 RC-2 22.1 - 22.7 Limestone B-112 RC-2 24.7 - 25.0 Limestone B-112 RC•3 26.8 - 27.1 Limestone City of Forth Worth, Texas Eagle Mountain Water Treatment Plant Phase IV Expansion Fart Worth, Texas CH 22.4 100-5 79 25 54 9,620 CH 26.8 94.8 83 24 59 5,200 - 9.4 128.3 - - - - 7.02 3.0 143.8 178 - 4.6 149.6 - - - - - - 210 - - • 10.4 176-0 - - - - - 6-45 - CL 21.5 107-5 47 16 31 1,640 - - CH 23-4 99-8 92 65 19 47 6,9,00 5,600 0-211 CL 7.0 - 89 - - - - - - - 6.4 145.3 - 175 9.3 130.5 7,26 11.7 126,6 5,67 7.9 144.6 188 CL 19.4 108.3 47 19 28 4,790 6C 12.3 - 48 - - - - - 14.8 118.5 4.16 5.7 150.2 226 3.9 153-1 278 6.9 131-1 4-94 6.9 140.2 204 CH 29.1 79 29 50 CH 15.2 84 - - - 10.1 123.4 - 2,97 5.4 147.8 84.9 8.7 138.5 8.70 4.0 1525 772 CH 35.7 85.4 70 26 44 3,440 CH 12.4 124.7 69 29 40 3,960 CH 17.2 - 93 - - 3,400 0.110 CL 12.6 - 44 16 28 - - - 12.1 1311 8.50 - 5.0 151-0 - - - - - - 114 - - 31.3 - - CH 2O.7 102.4 - 59 17 42 2,740 Sc 23.5 37 42 15 27 CL 15.4 106.2 - 37 16 21 1,160 CH 72 26 46 4.8 144.2 101 5.3 146.4 130 3.2 158.6 161 CH - - 80 24 56 - - - - CH 37.8 86.4 82 29 53 4,960 6,000 0.146 CH - 63 19 44 - - - 10.2 131.6 13.4 10.9 127.3 6.09 4.8 151.3 265 3.2 156.7 435 Page 2 0.125 0.13 3.53 0.25 0.75 0.13 1.25 0.053 - - 0.264 - - EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-6 2.0 1 SITE AND SUBSURFACE CONDITIONS Table 2-1 Summary of Geotech nicaI Laboratory Test Results B-113 ST-3 4.0 6.0 Clay CH 23.4 94-1 8-113 5T-6 13.0 - 15.0 Clay CH 19.8 109.9 B-113 RC-1 21-6 - 22.1 Limestone - 11.5 129-0 8-113 RC-1 22.7 - 23.1 Limestone 4.9 149.8 0-113 RC-1 24.3 - 24.7 Limestone 3.5 157.0 8-113 RC-2 26.9 - 27.4 Limestone 3.6 156.1 8-114 ST-2 2.0 4.0 Clay CH 34.6 86.9 8-114 RC-1 21-9 22.2 Limestone - 3.8 155-4 B-114 RC-1 22,8 - 21.2 Limestone - 4.4 154-0 B-114 RC-1 24.0 - 24.5 Limestone 3.6 156.7 13-114 RC-1 24.5 - Z5.0 Limestone 3.2 157.0 B-115 ST-1 0,0 - 2.0 Clay CH 17.5 110.4 B-115 ST-2 2.0 4.0 Clay CH - - 8.116 5T-2 2.0 4-0 Clay CL 23.4 99-8 B-117 ST-1 OA 2.0 Clay CL 19.7 - 8-118 ST-3 4.0 - 5-0 May CL 12A 68-7 8-119 ST-3 4.0 6.0 Clay CH 25.7 101.2 8-120 ST-3 4.0 6.0 Clay CH 33.1 87.3 8-121 ST-2 2-0 - 4-0 Clay CH 30.5 86-1 B-122 RC-1 17.4 - 18.2 Shale 7.1 143.5 B-122 RC-2 21.3 23.2 Shale 7.5 137.0 8-12Z RC-3 25.0 28-4 Limestone - 7-6 159-6 0-123 RC-1 16.0 - 17.0 Limestone 6.1 140.8 B-123 RC-2 20.5 21.3 Limestone 6.4 139.3 8-123 RC-3 25.0 - 30-0 Limestone amd Shale - 3-124 ST-2 2.0 4.0 Clay with Limestone CL Z1.9 104.3 8-124 RC-1 17.9 19.7 Limestone and Shale 9.8 130-4 B-124 RC-2 2.0 25.0 Limestone and Shale Motes: 1 USCS classifications were performed in accordance with ASTM D2487 and ASTM D2488- 2 Moisture content tests were performed in accordance with ASTM D2216. 3 Percent passing No. 200 sieve tests were performed In accordance with ASTM D1140. 4 Atterberg limits tests were performed in accordance with ASTM D4319. 5 Unconfined Compression (UC) tests on soil were performed in accordance with ASTM D2166. 6 Unconsolidated-Undrained (iiU) Triaxial Compression tests were performed in accordance with ASTM D2850- 7 UC tests on rock were performed in accordance with ASTM D7012, Method C. 8 One -Dimensional Consolldatlon tests were performed in accordance with ASTM D2435. 9 One -Dimensional Swell tests were performed in accordance with ASTM D4545- 10 pH of sails was performed in accordance with ASTM D4972. 11 Resistivity of soils was performed in accordance with ASTM 557- 12 Sulfate Content and Chloride Content of Soils were performed in accordance with EPA 9056. City of Forth Worth, Texas Eagle Mountain Water Treatment Plant Phase IV Expansion Fort Worth, Texas 55 21 34 3.280 0,25 0.90 - 57 19 38- $-85 70.6 292 338 76 25 51 1,960 - - - - - - 249 - - - - - - - - - 407 229 - 65 23 42 - 2,920 - - - - - - - - - - 75 31 44 - 49 22 27 35 17 18 3,440 83 26 57 3,960 82 27 55 1,740 - 78 26 52 - 2,440 - - - - - 377-78 15.02 9,75 51 23 28 0,99 - - - 13.78 Abbreviations: USCS Classification Svntbols: Test Not Performed CL Lean Clay ft Feet CH Fat Clay pcf Pounds Per Cublc Foot SC Clayey Sand psf Pounds Per Square Foot ksf Kips Per Square Poot LL Liquid Limit mg/kg Milligrams per Kilogram ohm -cm Ohms-Centlmeter PL Plastic Limit PI Plasticity Index tsf Tons Per Square Foot USCS Unified Soil Classification System Page 3 EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-7 2.0 1 SITE AND SUBSURFACE CONDITIONS 2.5 Groundwater Conditions Groundwater was encountered during drilling in 17 of the test borings performed as part of the subsurface investigation (B-101 through B-105, B-107 through B-109, B-111, B-112, B-114, B-116, and 13- 120 through B-124). Groundwater levels were measured in the test borings prior to introducing drilling fluid into the boreholes. The groundwater was measured to range from approximately 0 feet bgs to 13.5 feet bgs. As part of the subsurface investigation program, two (2) groundwater piezometers were installed at the project site by CoreCo to collect groundwater levels following completion of the test boring program. The piezometers were installed in separately drilled holes near the test boring locations, which included PZ-A (near boring B-107) and PZ-B (near boring B-109). Groundwater levels in the piezometers were measured periodically by CDM Smith between and May 141h, 2024, and November 12th, 2024. The range of groundwater levels in the piezometers are presented in Table 2-2. Table 2.2 Summary of Groundwater Levels from Piezometers (B-107) 803.8 791.3 799.0 (B-109) 1 797.8 795.8 797.4 1. Groundwater levels recorded between 5/14/2024 and 11/12/2024. A complete record of the piezometer installation logs, and groundwater level readings collected are included in Appendix E. 2.6 Expected Variations in Subsurface Conditions Interpretation of general subsurface conditions presented herein is based on soil, rock and groundwater conditions observed at the test boring and piezometer locations reviewed as part of this study. Subsurface conditions may vary between test boring locations. Water levels measured in the open boreholes and piezometers should not necessarily be considered to represent stabilized groundwater levels. Water levels can be expected to fluctuate with season, water levels in nearby rivers/creeks, temperature, climate, construction in the area, and other factors. Actual conditions during construction may be different from those observed at the time of the explorations. Smi D tI1 EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE 2-8 2.0 1 SITE AND SUBSURFACE CONDITIONS Appendix A - Fugro Consultants Geotechnical Boring logs and laboratory Results smith EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE A-1 N 5000 OLN O B t ELECTRICAL BUILDING — N 4500 E 19500 1�0 n 1 B..2 B-3 SEDIMENTATION �l BASINS B L FLOCC N BASINS B 10. B-11 TANKF'ARM CHLORINE/ AMMONIA �I BUILDING AMMONIA g AMMONIA mot'- r 5.. _ B-1 ri STORAGE C*UBBER - —7 19% C /-VALVE VAULT#3 13-26 \ + -3 -18 B �01I -(�- B-25 L (500'± west) CLEARWELL 1:3-24 B D' -41111— PROC, EQUIP RAW WATER METERNALVE VAULT E 20000 EXISTING [� PLANT FACILITIES - p LOX STORAGE AREA K'49 J MIMI U _ ❑ ❑ C 000= U lL �] ao �''--- 810 N 5000 O m N 4500 LEGEND: APPROXIMATE BORING LOCATION PREVIOUS BORING LOCATION (SWL Rept. No. 88-201-4. 1/27/89) 0 APPROXIMATE SCALE: 1" = 120' North SITE AND BORING PLAN Eagle Mountain WTP - 35 MGD Expansion ��� Fort Worth, Texas t Jumn Project No.: Date: g 0704-1219A 217/05 Drawn By: PLATE C FU<iRO CONSULTANTS LP I WR LOG OF BORING NO. 13-1 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704.1219 TYPE: INTERMITTEN— SAMPLING mW- z a1 a STRATUM DESCRIPTION 4 a W OC O W Ymw a SURF ELEVATION: 812.20 P 4 5t CLAY (CH), dark brown and brown, with few calcareous nodules, very stiff IS, CLAY (CL), light yellowish brown and brown, with P 4.5• some calcareous nodules and occasional weathered limestone fragments, very stiff to hard 5 j P 4.0 P45+ 10 - 15 - 20 P35 CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) WEATHERED LIMESTONE, moderately to highly 10013.5weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams and RCt 15-20? clay layers 91/67 LIMESTONE, gray and light gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams 2 R0.3a 1001100 25 LOCATIOA: SE- PLAN OF BORINGS LAYER 0: v uo ZW za ?� ELEV.! �w �� yr C) tea' i�i �� aZa =0 DEPTH 3Z o a7 go No FS z� �o �~ 810.7 1.5 8 ' 19 f 801.7 18 10.5 798.2 14.01 794.7 I 9 17.5 30----- 782.2 1 ------ 3001 n Notes: r 1. Water introduced for rock coring 0 � 2. Borehole backflled at completion with drill cuttings ° and plugged at surface j a COMPLETION DEPTH: 30.0 $ DATE DRILLED: 9-7-04 0 WATER LEVEL/SEEPAGE: DRY UPON COMPLETION: 6 61 21 40 88 109 2.3 140 146 26.1 379 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 1 LOG OF BORING NO. B- 2 EAGLE MOUNTAIN WTP 36 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE:INTERMITTEW SAMPLING ma a STRATUM DESCRIPTION a w < Yo ] H �mK a SURF. ELEVATION: 815.53 j P 4.5+ CLAY (CH), dark brown and brown, with few calcareous nodules very stiff P 4.5+ CLAY (CL), light yellowish brown and brown, with 1// some calcareous nodules and occasional weathered limestone fragments, hard 5 j P45+ J 83 10 , zo -15P4.5 CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional P 3 0 weathered limes) ne seams, very stiff. (completely 20 - weathered shale loon" LIMESTONE, gray and light gray, moderately hard to _ hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous 25 — seams �— RC1 23-33' 95/95 30 - LOCATIO is SE- PLAN OF BORINGS LAYER rcr= 0.4 � zW as ?� ELEVJ Ww 5� 2�j y� g� a zw NV! �= zww 0, DEPTH 3z aJ g= z� '3 ag ZN 814. 1 13 13 I 22 24 64 24 40 798.5 17.0 ' 24 103 2.1 793.0 22.5 1 1 6 145 40.8 782.5 33.0 Notes: 35 - 1. Water introduced for rock coring a - 2. Borehole backfilled at completion with drill cuttings 0 � and plugged at surface 0 u I n w N COMPLETION DEPTH: 33.0 8 DATE DRILLED: 9-8-04 0 w WATER LEVEL/ SEEPAGE: DRY UPON COMPLETION: FUGRO CONSULTANTS LP KEY: P = Pocket Penetrometer Note: All depths are measured in feet. J PLATE 2 LOG OF BORING NO. B- 3 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTEN" SAMPLING a o 9 t a °o STRATUM DESCRIPTION W a y�U O N < N 0 a SURF. ELEVATION: 818.48 j P 4.5. CLAY (CH), dark brown and brown, with few calcareous nodules very stiff P q 5a CLAY (CL), light yellowish brown and brown, with j some calcareous nodules and occasional weathered J limestone fragments, hard 5 V111 J 65 5016. - 10 j f' 12 CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff to hard (completely weathered shale) 43 LOCATIO 4: SE- PLAN OF BORINGS �� O It U W = LAYER a•� �w o, U N� zw �a Q'= z� a:0W ELEV./ �t 09 QQa DEPTH 30 gm Ja No jy�-j 0� U a2 WEATHERED SHALE, slightly to moderately 20 1oon.zs^ '' weathered, dark gray and brown, soft to firm with clay Rc1 layers and few thin, moderately hard to hard limestone = 20-24• seams LIMESTONE, gray and light gray, moderately hard to hard with occasional thin, very hard seams and with - 25 '— Rc2 thin, firm, dark gray shale seams and argillaceous -- 24-3N seams — 9eres - 30 "e 35 - Notes: e o1. Water introduced for rock coring - 2. Borehole backfilled at completion with drill cuttings and plugged at surface it COMPLETION DEPTH: 34.0 s DATE DRILLED: 9-8-04 0 w WATER LEVEL / SEEPAGE: DRY UPON COMPLETION: FUGRO CONSULTANTS LP 817.0 1.5 12 30 16 14 10 808.5 10.0 19 18 799.5 19.0 15 795.4 23.11 784.5 34.0 1 5 118 4.3 148 53.5 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. PLATE 3 LOG OF BORING NO. B- 4 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704.1219 TYPE: INTERMITTENT SAMPLING ` o S e i a STRATUM DESCRIPTION 36 F a a O u N V m W a SURF. ELEVATION: 819.26 P 4 5+ CLAY (CH), dark brown and brown, with few calcareous nodules. very stiff P 4.5+ CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered limestone fragments, hard - 5 - 10 - 15 - 20 _ RC7 20-W 100/100 - 25 CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) LIMESTONE, gray and light gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams LOCATION: SEE PLAN OF BORINGS LAYER rcr o� �_ ale Z za Z� ELEV/ aF o~ N� �a zw �_ =wy DEPTH 30 f �� '� g� y x g= N iNp �3 O , nn jN a1a.6 I 0.5I 10 47I 181 29 1 812.3 7.01 20 1 1 93 141 401 161 241 799.31 1 1 1 1 20.01 1 1 1 1 30 —__—_ 789.31 Q------- -- 30.01 a Notes: 0 1. Water introduced for rock coring ° 2. Borehole backfilled at completion with drill cuttings ° and plugged at surface a c� m COMPLETION DEPTH: 30.0 WATER LEVEL I SEEPAGE: DRY 8 DATE DRILLED: 9-13-04 UPON COMPLETION: 0 w 5 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 4 LOG OF BORING NO. B- 5 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704-1219 TYPE: INTERMITTENT SAMPLING m a a °a STRATUM DESCRIPTION C v N a 0 X SURF. ELEVATION: 809.45 FILL, CLAY and LIMESTONE FRAGMENTS (CL), �20 ' \ dark brown and arav, very stiff CLAY (CH), dark brown and brown, with few s calcareous nodules, very stiff 5 / P45a CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered P 4.5i limestone fragments, very stiff CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) WEATHERED LIMESTONE, tan, moderately to highly - 15 -�'S ._ weathered with trace of solution cavities, firm to - moderately hard with few thin, soft shale seams and RC7 clay layers 1z•2a LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, - 20 dark gray shale seams and argillaceous seams RC2 2430' 100/100 LOCATION: SEE PLAN OF BORINGS LAYER \—�' = aa ? X ELEV./ a F O� H r P i� �= Z Z O DEPTH 3 JJ i J waJ X N N o, 0 a2 Qc W ZN 808.5 1.0 16 804.0I 12 5.5 16 799.. 171 10.5 795.5 14.01 R ---------------------------- 730.0 -30---- 79.5 Notes: _ 1. Water introduced for rock coring 2. Borehole backfilled at completion with drill cuttings 85 and plugged at surface o. COMPLETION DEPTH: 30.0 WATER LEVEL I SEEPAGE: DRY `I DATE DRILLED: 9-14-04 UPON COMPLETION: 541 20 34 113 3.3 143 21.1 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 5 LOG OF BORING NO. B- 6 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704-1219 TYPE: INTERMITTENT SAMPLING LL o a 9 a °u STRATUM DESCRIPTION W 6 y~ 0 U Yjmw O N v CC a SURF. ELEVATION: 812.12 i P 4.5+ CLAY (CH), dark brown and brown, silty with few P 4.5+ t calcareous nodules, very stiff / CLAY (CL), light yellowish brown and brown, with J j P 4.5+ some calcareous nodules and occasional weathered limestone fragments, very stiff LOCATION: SEE PLAN OF BORINGS LAYER fit- p;t uet Ea Oe zW> w �a G z� ELEVJ « �O~ N FU'-a 2w _ ow, DEPTH 3z 7� a7 `a go ur �' z° °�� O O 1Z ag LLN 7w 3 zoi M 811.1 10 7 5 -jP45+ 12 j 12 P 4.5 CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) - 15 -•���. P4.5+ WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to - 20 _ loan 25-„ moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, _ Rc1 dark gray shale seams and argillaceous seams 2o-30' 1001100 -25- 802.1 10.01 21 I I I I � I 18 551 20 35 I I 794.1 18.0 792.1 20.01 I I I I 9 I 782.1 30--- 30.0 e Notes: 1. Water introduced for rock caring 2 Borehole backfilled at completion with drill cuttings and plugged at surface n c� m COMPLETION DEPTH: 30.0 WATER LEVEL I SEEPAGE: DRY 8 DATE DRILLED: 9.9-04 UPON COMPLETION: 0 w 1 108 3.6 I 1451 148.6 I � I I KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 6 LOG OF BORING NO. B- 7 EAGLE MOUNTAIN WTP 36 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704.1219 TYPE: INTERMITTENT SAMPLING 0 a �' a STRATUM DESCRIPTION a 0 � N YrpW C a SURF. ELEVATION: 811.99 jP 4.6+ CLAY (CH), dark brown and brown, silty with few P 4 5i • calcareous nodules, very stiff CLAY (CL), light yellowish brown and brown, with V 34 some calcareous nodules and occasional weathered limestone fragments, very stiff - 5 - 10 15 CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) _ --_ WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to 100m.75^ l moderately hard with few thin. soft shale seams 20 LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams RCt — 20-30 00/100 - 25 n c� m COMPLETION DEPTH: 50.0 s DATE DRILLED: 9.2-04 0 w WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: LOCATION: SE _ PLAN OF BORINGS LAYER z� o= Y, o Zui rca z� ELEV./ aF °= zwo DEPTH 3o J� J 6 J w hw tl 0Lu _� Q�r V r 811.0 1.0 12 14 804.51 24 61 21 40 931 104 7.5 794.0 18.0 793.0 I 19.0 18 18 40 16 24 M 2.9 145 64.5 KEY: P = Packet Penetrometer Note: All depths are measured in feet. u FUGRO CONSULTANTS LP PLATE 7a LOG OF BORING NO. B- 7 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704-1219 TYPE: INTERMITTENT SAMPLING o e a °C STRATUM DESCRIPTION W a Q y2V O N N 0 a SURF. ELEVATION: 811.99 LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams RC2 3040 100198 35 - - several medium angle slickensided fractures 37' - 41' 40 RC3 40-W 1001100 45 LOCATIO J: SE - PLAN OF BORINGS d; LAYER z� o� �� Zw rca WZ ELEV./ aF a. Hr' �a zw °= iww DEPTH 3 fe X � to o ~ �� a7 Mz a`=„ Mm zy 3 J 7 1 143 56.9 762.0 - 50 — — — ------------------- 50.0 Notes: 1. Water introduced for rock coring 2. Borehole backfilled at completion with drill cuttings and plugged at surface -55- n cv m COMPLETION DEPTH: 50.0 8 DATE DRILLED: 9-2-04 0 w c WATER LEVEL/SEEPAGE: DRY UPON COMPLETION: 5 1 147 37.8 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 7b LOG OF BORING NO. B- 8 EAGLE MOUNTAIN WTP 35 MGD Plant Expanslon TARRANT COUNTY, TEXAS PROJECT NO. 0704"1219 TYPE: INTERMITTENT SAMPLING 0 W 9 � a °o STRATUM DESCRIPTION a , � V O N N 0 14 a SURF. ELEVATION: 818.36 P 4.5+ FILL, Clay (CL), light yellowish brown and brown with P d.s+ 1 weathered limestone fraaments. very stiff f c n s+ CLAY (CH), dark brown and brown, very stiff CLAY (CL), light yellowish brown and brown, with -; �✓ some calcareous nodules and occasional weathered 5 r�F �' . 50/3.75" limestone fragments, very stiff 24 -10— �,i I "'1 37 j CLAY (CH), light yellowish brown, brown and gray, / with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely 15 /f P a 5+ weathered shale) WEATHERED LIMESTONE, tan, moderately to highly - 20 —�, toon^ _ weathered with trace of solution cavities, firm to _ RCI moderately hard with few thin, soft shale seams 2o-23a — 100/65 - 25 --� LIMESTONE, gray, moderately hard to hard with Rc2 occasional thin, very hard seams and with thin, firm, - 23s335, dark gray shale seams and argillaceous seams 98/98 - 30 Notes: - 35 1. Water introduced for rock coring - 2. Borehole backf fled at completion with drill cuttings and plugged at surface 0 a COMPLETION DEPTH: 33 5 8 DATE DRILLED: 9-9-04 0 w C'1 WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: LOCATION: SE - PLAN OF BORINGS LAYER rc� o= �� -� C E Z U �a W S S'- ELEV./ i-w �- h1— Pa' i�u °= iwai DEPTH 30 �7 a wQ az as ao z� �3 ix~ u aH z0 817.4 1.0 815.91 10 2.5 7 19 806.41 12.0 18 799.4 19.0 793.} 24.7 784.9 335 51 20 31 33 15 18 110 5.1 147 182.2 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 8 LOG OF BORING NO. B- 9 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704-1219 TYPE: INTERMITTENT SAMPLING ~ J °m .W, o STRATUM DESCRIPTION a y�W O N WmK a SURF. ELEVATION: 806 27 P 4.5+ FILL, CLAY and LIMESTONE FRAGMENTS (CL), P 4.5+ dark brown and orav very stiff P 4.5+ CLAY (CH), dark brown and brown, with few - calcareous nodules, very stiff j CLAY (CL), light yellowish brown and brown, with 5 ,j P q 5+ some calcareous nodule and occasional weathered limestone fragments, very stiff P 4.5+ LOCATION: SEE PLAN OF BORINGS o It �•-: ci LAYER �� o, �;t w� z z �a °= i� cc ELEV.1 aw O~ Hv us o�~ DEPTH 3 0 I a g o 2 w U a 2 2 ry 3 j N r 805.8 I 05 18 802.3 4.0 11 CLAY (CH), light yellowish brown, brown and gray, - 10 -/ P q P5 with few calcareous nodules and occasional _ weathered limestone seams, very stiff. (completely weathered shale) I ,v 10011" WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, flan to RC1 moderately hard with few thin, soft shale seams and - 15 �-EA-13-20' clay layers LIMESTONE, gray, moderately hard to hard with 85/68 occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams - 20 RC2 20-30' _ noted high angle slickensided fracture at 22' 1001100 - 25 797.3 9.0 795.3 21 11.01 591 21 381 111 2.6 790.5 15.8 5 1 1 11491 66.7 10 I 1331 7.4 776.3 -30 - - - — - - - - - - - - - - - - - - - - - - - - - - - — 30.0 Notes: 1. Water introduced for rock coring 2. Borehole backfilled at completion with drill cuttings " and plugged at surface j a 0 N COMPLETION DEPTH: 30.0 $ DATE DRILLED: 9-13-04 M 0 w 0 WATER LEVEL/SEEPAGE: DRY UPON COMPLETION: KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 9 LOG OF BORING NO. B-10 EAGLE MOUNTAIN WTP 36 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704.1219 TYPE: INTERMITTEN" SAMPLING o 7 e n °d STRATUM DESCRIPTION i LL rc O N UmW a SURF. ELEVATION: 819.00 P4.5+ FILL, CLAY and LIMESTONE FRAGMENTS (CL), brown, yellowish brown and gray, very stiff 10 - 15 - 20 o n' (9 - COMPLETION DEPTH: 38.0 WATER LEVEL I SEEPAGE: DRY 8 DATE DRILLED: 9-15-04 UPON COMPLETION: 0 w FUGRO CONSULTANTS LP LOCATION: SEE PLAN OF BORINGS ci LL O LAYER o: � Wz c� �_ F ua z ui c7> rc a o z- LL LL ELEV./ « ar_' a= �— zw r-= zww DEPTH 30 Zi g7 go Na nw Q°:~ U 12 6r r. sN P 3 0 808.5 CLAY (CL), light yellowish brown and brown, with 10.5 some calcareous nodules and occasional weathered limestone fragments, very stiff P 4.25 P 4.5+ CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) 802.0 17.0 794.5 24.5 11 21 49 201 29 89 15 20 41 181 23 117 1.9 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. PLATE 10a LOG OF BORING NO. B-10 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING S m-W+ a o STRATUM DESCRIPTION w a < ycV O N H a 0 W SURF. ELEVATION: 819.00 10015.25" WEATHERED LIMESTONE, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams and - clay layers ,i toon^ —_ LIMESTONE, gray and light gray, moderately hard to hard with occasional thin, very hard seams and with _ thin, firm, dark gray shale seams and argillaceous - 30 -, seams RC1 — 98198 - 35 — LOCATIO J: SE : PLAN OF BORINGS LAYER e y "t C1 � z ui LL it d O z ELEV./ aw g o� N_ N; z'�' �= ZZO DEPTH 30 -+7 a go �W U ME <'o a N 3 z~ M N 791.0 28.0 781.0 --- ---------------------------- 38.0 Notes: 40 - 1. Water introduced for rack coring 2. Borehole backfilled at completion with drill cuttings and plugged at surface -45- a P COMPLETION DEPTH: 38.0 8 DATE DRILLED: 9-15-04 0 w§ WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: 6 147 135.3 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. J FUGRO CONSULTANTS LP PLATE 10b LOG OF BORING NO. B-11 EAGLE MOUNTAIN WTP 35 MGD Plant Expanslon TARRANT COUNTY, TEXAS PROJECT NO. 0704.1219 TYPE: INTERMITTENT SAMPLING e mn I a STRATUM DESCRIPTION a S WOK K a SURF. ELEVATION: 819.01 P 4.5+ FILL, CLAY and LIMESTONE FRAGMENTS (CL), brown, yellowish brown and gray, very stiff - 5 - 10 15 m / / 0 0 u ; m COMPLETION DEPTH: 38.0 WATER LEVEL I SEEPAGE: DRY a DATE DRILLED: 9-14-04 UPON COMPLETION: M 0 i+ FUGRO CONSULTANTS LP P 45+ P 4.5+ CLAY (CH), dark brown and brown, with few calcareous nodules, very stiff P 4.5+ CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered limestone fragments, very stiff P 45+ CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely P 4.5+ weathered shale) 54 LOCATIO 4: SEE PLAN OF BORINGS LAYER W : o. t�. �� d. xw a Z� ELEV/ « dt Nr i g� �a w iw rn r7i =Wy °K� DEPTH 3z O 7� gc aS z� Zw =w 7 a i a n > 10 813.5 21 48 18 30 5.5 812.0 70 L_ 16 108 2.2 806.0 13.0 27 51 20 31 12 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. PLATE 11a LOG OF BORING NO. B-11 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING m m i a i o STRATUM DESCRIPTION W wrl W 0 a SURF. ELEVATION: 819.01 _ 50r3 25' CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional - 1 weathered limestone seams, very stiff. (completely weathered shale) - WEATHERED LIMESTONE, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin. soft shale seams Rcr LIMESTONE, gray and light gray, moderately hard to 28-38- hard with occasional thin, very hard seams and with 30 - id 99/99 thin, firm, dark gray shale seams and argillaceous seams - 35 Notes: - 40 - 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings and plugged at surface -45- a m COM 'LETION DEPTH: 38.0 S DATE DRILLED: 9.14-04 0 w i WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: LOCATION: SEE PLAN OF BORINGS LAYER zF oe v2 � ze >a wF ELEVJ r w ter_' H� F a' z w �'' a: DEPTH 3o tlj yj go he 2w $�~ t� nz a$ 3 n'n 793.0 26.0 I 791.5 I 275 781.0 38.0 8 144 1 61.4 KEY. P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 11b LOG OF BORING NO. B-12 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704.1219 TYPE: INTERMITTENT SAMPLING " o a o STRATUM DESCRIPTION W a O N u! U m W a SURF. ELEVATION: 804.20 P 4.0 CLAY (CH), dark brown and brown, with few calcareous nodules, very stiff 5 - 10 15 P 3.5 CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered P 4.5+ limestone fragments, very stiff P 3.5 WEATHERED LIMESTONE, moderately to highly weathered with trace of solution cavities, fine to RC1 moderately hard with few thin, soft shale seams 10-IT 10on9 RC2 17-23' loans - 20 25 RC3 23-30' 99/99 W LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams - high angle slickensided fracture at 22.5' Notes: a 1 Water introduced for rock coring 2. Borehole back011ed at comoletion with drill cuttings - and plugged at surface COMPLETION DEPTH: 30.0 WATER LEVEL I SEEPAGE: DRY s DATE DRILLED: 9-2-04 UPON COMPLETION: 0 w LOCATIOA: SE? PLAN OF BORIP'GS e d .° LAYER o o 2 ;e -; Z'd rc a ?'_' U 6 f7z> f Z ELEV./ rw 3 � N� �" W °= zWw DEPTH 30 �� a� ai an 53ru ?N, 23 800.7 3.5 15 117 1.9 13 795.2 9.0 4 152 134.0 791.3 12.9 774.2 30.0 11 132 9.3 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 12 LOG OF BORING NO. B-13 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTEN" SAMPLING ' It mi o STRATUM DESCRIPTION a p N y UmW rc a SURF. ELEVATION: 806.37 / P 4.5+ CLAY (CH), dark brown and brown, with few -// calcareous nodules, very stiff - 5 10 15- P 4.5+ CLAY (CL), light yellowish brown and brown, with P 4.5+ some calcareous nodules and occasional weathered limestone fragments, very stiff P 4.5+ CLAY (CH), light yellowish brown, brown and gray, with few calcareous nodules and occasional P 2.0 weathered limestone seams, very stiff. (completely weathered shale) WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to 100ro.25" moderately hard with few thin, soft shale seams and clay layers LIMESTONE, gray, moderately hard to hard with Rol occasional thin, very hard seams and with thin, firm, 13-19.5• dark gray shale seams and argillaceous seams 95/94 - 20 RC2 19 5-25' oaloo weathered joint at 22 9' - 25 2 RC3 n 2530' � 94/94 0 w 0 a COMPLETION DEPTH: 50.0 $ DATE DRILLED: 9-2-04 0 w c� WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: LOCATIO 4: SE = PLAN OF BORINGS LAYER rcr oo tie^ Zui �a z� ELEVI « a� w_ iwH DEPTH 30 �j a7 go �2 Mw �x~ u az a2 3 ON 17 802.4 4.0 13 797.a 8.5 29 70 24 46 97 0.8 794.0 11.5 792.1 14.3 I 6 150 I 165.8 6 140 15.9 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. i FUGRO CONSULTANTS LP PLATE 13a LOG OF BORING NO. B-13 EAGLE MOUNTAIN WTP 35 MOD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704.1219 TYPE: INTERMITTENT SAMPLING LOCATIO"4: SEE PLAN OF BORINGS LL w i '� LAYER �� ue � zw �a zX = m a a d STRATUM DESCRIPTION ELEV./ w_ o;A w a i w °° = i w w w H a xm� DEPTH 3o ag g3 go ag 2w o y u w u aS ar 3 ZNr- o. SURF, ELEVATION: 806.37 LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams — RC4 — 30-40' — 100/100 35 - 40 _ RC5 — 40.59 — 1001100 45 - noted high angle slickensided fracture at 48.8' 756.4 -50--- 50.0 Notes: 1. Water introduced for rock coring 2. Borehole backfilled at completion with drill cuttings and plugged at surface -55- a w m COMPLETION DEPTH: 50.0 E DATE DRILLED: 9-2-04 0 w WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: 8 133 14.9 KEY. P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 13b LOG OF BORING NO. B-14 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING 0 W p � a l d STRATUM DESCRIPTION d m N N V W a SURF. ELEVATION: 808.30 4.5 CLAY (CH), dark brown and brown, with few jP / calcareous nodules, very stiff 5 10 - 15 20 P 45+ CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered limestone fragments, very stiff P 3.5 P 2.5 CLAY (CH), light yellowish brown, brown and gray, P 4.0 with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with RCI occasional thin, very hard seams and with thin, firm, 15-24• dark gray shale seams and argillaceous seams 98193 25 RC2 24-30' 98198 LOCATION: SEE PLAN OF BORINGS Zu yU WS LAYER rc~ 0-t ue L° za ELEV./ Ww 5: w: 0 ug 0W 0 i Z. w DEPTH 30 �7 g7 gp ¢c Zw 83 0 az 6H 3 =M~ �y 805.8I 15 2.5 14 28 799.3 9.0 23 794.3 14.0 792.5 15.8 778.3 - 30— — — — — — — — — — — — — — — — — — — — — — — — — — — — 30.0 Notes: 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings w and plugged at surface u m COMPLETION DEPTH: 30.0 WATER LEVEL / SEEPAGE: DRY 8 DATE DRILLED: 8-31-04 UPON COMPLETION: 0 o' 5 E] 57 19 37 101 1.6 145 38.3 133 18.5 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 14 LOG OF BORING NO. B-15 EAGLE MOUNTAIN WTP 35 MGD Plant Expanslon TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING o a o' STRATUM DESCRIPTION a O N N 0 x a SURF. ELEVATION: 802.91 P 4.5+ CLAY (CH), dark brown and brown, with few j / P 4 5+ calcareous nodules, very stiff P45+ - 5 10 -15 P 45+ CLAY (CL), light yellowish brown and brown, with P 4.5+ some calcareous nodules and occasional weathered limestone fragments, very stiff WEATHERED LIMESTONE, tan, moderately to highly 10010.25" weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with RC1 occasional thin, very hard seams and with thin, firm, 1o.19.8' dark gray shale seams and argillaceous seams 100/84 LOCATIO 4: BE- PLAN OF BORINGS ^ LAYER o: � o � � _ Z ui a Z � DEPTH 3a �j gj go <c w SIM a2 3 ?i Z�~ U an Jy 15 796.91 21 50 18 32 6.0 12 793.4 9.5 789.9 13.01 8 12 -20- RC2 Y 19.8'-30' 97197 - high angle slickensided fracture 24.3' - 24.45' - 25 • high angle slickensided fracture 28.6' - 28.85' 772.9 30 — - - - - - — - - - 30.01 eNotes: 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings and plugged at surface a COMPLETION DEPTH: 30.0 WATER LEVEL / SEEPAGE: DRY 3 DATE DRILLED: 8-30-04 UPON COMPLETION: 0 w 141 53.2 132 12.6 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 15 TYPE: INTERMITTENT SAMPLING � w S X nf yw. ei QQ CW N Ym'1' —��� _SURF. ELE' P 4.5+ CLAY (CH), LOG OF BORING NO. B-16 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704.1219 - LO TI 4: BE- PLAN OF B-qZb"INGS LAYER STRATUM DESCRIPTION dA zW �- ELEV./ 3 g� a o W DEPTH a g a 8 0 TION: 804.71 P 4.5+ calcareous nodules, very stiff P 4.5+ CLAY (CL), light yellowish brown and brown, with P 4 5+ some calcareous nodules and occasional weathered limestone fragments, very stiff 36 10010.75' WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to RCt moderately hard with few thin, soft shale seams 10-2Y MR$ - 15 LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams - 20 / RC2 20-W �— 98198 - 25 t— -30--- ---------------------------- Notes: 1. Water introduced for rock coring u 2. Borehole backfilled at completion with drill cuttings and plugged at surface m - COMPLETION DEPTH: 30.0 WATER LEVEL f SEEPAGE: DRY 8 DATE DRILLED: 8-31-04 UPON COMPLETION: w FUGRO CONSULTANTS LP i9 800.7 4.0 I tt 794.71 10.0 ISO I 374.9 790.21 14----� 14.5 . 10 141 39.8 774.7 30.0 KEY: P : Pocket Penetrometer Note: All depths are measured in feet. PLATE 16 LOG OF BORING NO. B-17 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704.1219 TYPE: INTERMITTENT SAMPLING LOCATIO 4: SE: PLAN OF BORINGS LL= wwd !9 It LAYER t 2t .t p It a? 0 X o m a aO STRATUM DESCRIPTION u w z � To LL zzvELEV/ o a N X,0 DEPTH 3z 07 a7 go w Mw =�~ o rc az aw 3 Zo a SURF. ELEVATION' 807.68 P 4.5+ CLAY (CH), dark brown and brown, with few j jP 4.5+ calcareous nodules, very stiff P45+ 18 5 CLAY (CL), light yellowish brown and brown, with 15 some calcareous nodules and occasional weathered limestone fragments, very stiff �.� 1e - 10,il 23 WEATHERED LIMESTONE, tan, moderately to highly 15 20 100194 25 RC2 1ooro.s^ weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams ,— LIMESTONE, gray, moderately hard to hard with _ occasional thin, very hard seams and with thin, firm, Rc1 dark gray shale seams and argillaceous seams �- 1624 5' 803.7 401 15 18 793.7 14.0 791.0 16.7 1 1 9 24.5-30 5' 100/100 8 -30 ------ 777.2 e — —— 30.5 Notes: - 1. Water introduced for rock coring o - 2. Borehole backfilled at completion with drill cuttings and plugged at surface a m COMPLETION DEPTH: 30.5 WATER LEVEL / SEEPAGE: DRY S DATE DRILLED: 8-31-04 UPON COMPLETION: a w m 134 22.2 136 21.7 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 17 LOG OF BORING NO. B-18 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING 8 `. m i i a STRATUM DESCRIPTION W Q Y2U N N VmK a SURF. ELEVATION: 801.04 P 3.5 CLAY (CH), dark brown and brown, with few j P425 calcareous nodules, very stiff j P 4.5i - 5 - 10 - 15 LOCATION: SEE PLAN OF BORINGS LAYER QF d ni 0 H 2 O ZWN DEPTH 3= �j _ LL J N =?i U 6 H z 22 P40 795.5' 25 64 23 41 CLAY (CL), light yellowish brown and brown, with 5.5 some calcareous nodules and occasional weathered 794.0 5' ,� limestone fragments. very stiff _ 7.01 I WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams 100/0.5" 790.4 LIMESTONE, gray, moderately hard to hard with 10.6 occasional thin, very hard seams and with thin, firm, 14 RC1 dark gray shale seams and argillaceous seams 10.19, 98193 -very thin weathered joint at 14' I I I I 17I I I - 20 RC2 I I I 19-29 98l98 I I I - 25 772.0 --- ------------------------------ 29.0 v 30 Notes 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings and plugged at surface V� COM'LETION DEPTH: 29.0 cx- DATE DRILLED: 8-30-04 � WATER 104 2.7 131 8.7 I I I 143 42.4 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 18 LOG OF BORING NO. B-19 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING m W n a 1 o STRATUM DESCRIPTION O u! N V mW rc a P 3 25 SURF. ELEVATION: 802.68 CLAY (CH), dark brown and brown, with few calcareous nodules, very stiff 5 P 375 CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered 18 limestone fragments, very stiff 10 - _ - 100/0.5- WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams Rcl 15 ats.a ' thin slightly weathered seam 12.0 -13.0' 100/98 LOCATION: SEE PLAN OF BORINGS LAYER o: � o .' Q g ZWz ui LL rc a C Z� DEPTH 3= �� J g� aJ y gZ yv, E2 oW� zy 3 251 661 22 44 797.2 171 5.5� 131 793.2 9.5 3 790.7 12.0 20 -6 RC2 19.4-29.4 97197 - 25 - 773.3 -- - - — - - - - - - - - - - - - - - - - — - 30 - 29.4 N a Notes: _ 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings - and plugged at surface a m COMPLETION DEPTH: 29.4 WATER LEVEL / SEEPAGE: DRY $ DATE DRILLED: 8-30-04 UPON COMPLETION: M 0 i+ FUGRO CONSULTANTS LP 107 2.4 161 1 163.3 144 37.3 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. PLATE 19 LOG OF BORING NO. B-20 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING LOCATION: SEE PLAN OF BORINGS o c LAYER z o;t F, Qe LL a G z = m a a STRATUM DESCRIPTION ELEV.I w ww S_ �� a �" zw o zzLLy o N y xmW DEPTH 30 g go ag nw =�~ z °a u az a« i Z' SURF. ELEVATION: 808.23 P 4 5+ FILL, Clay (CL), light yellowish brown, brown and light P 4 5+ brown with some calcareous nodules and weathered 806.7 limestone fraaments, very stiff 1.5 P 4.5+ CLAY (CH), dark brown and brown, with few 805.7 17 / I calcareous nodules. very stiff I 2.5 CLAY (CL), light yellowish brown and brown, with 5 — j P 4 5. some calcareous nodules and occasional weathered 13 45 17 28 j limestone fragments, very stiff j P4.0 I 19 799.2 CLAY (CH), light yellowish brown, brown and gray, 9.0 10 —� P 4 5. with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) - 15 - 10016.25- 791.2 WEATHERED LIMESTONE, tan, moderately to highly 17.0 i y0010-5r weathered with trace of solution cavities, firm to 790.0 Rct l moderately hard with few thin, soft shale seams I 18.2 20 182-195 LIMESTONE, gray, moderately hard to hard with — 1o0no0 occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams RC2 �— 19 5-28.5 97197 - 25 -- 779.7 ------------- 28.5 - 30 - Notes a 1. Water introduced for rock coring o 2. Borehole backfilled at completion with drill cuttings S and plugged at surface ii c� m COMPLETION DEPTH: 28.5 a DATE DRILLED: 8.27-04 0 w WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: 27 66 22 44 10 a 145 169.0 145 30.7 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. J FUGRO CONSULTANTS LP PLATE 20 LOG OF BORING NO. B-21 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704.1219 TYPE: INTERMITTENT SAMPLING LOCATION: SEE PLAN OF BORINGS m 9 i o STRATUM DESCRIPTION LAYER w z a o a a orc ELEV./ aF a. a. N" zw Ex o w �g DEPTH 3 z :I S z� �W a SURF. ELEVATION: 805.50 a z P 45+ FILL, Clay (CL), light yellowish brown, brown and light - brown with some calcareous nodules and weathered 804.0 P 4 5+ limestone fracments. very stiff �� 151 P 2.5 CLAY (CH), dark brown and brown, with few I 25 calcareous nodules, very stiff 5 -10 15 - 20 P 45+ CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered P 3.0 limestone fragments, very stiff P 4.5+ WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to too/o 25° moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams RC1 15-24 5' 99/98 800.0 21 5.5 201 521 181 34 I 96 111 121 792.51 1 1 1 13.01 1 1 1 715..8 4 -25--- - RC2 _ 24 5-30' 98198 775.5 - 30 30.0 e Notes: 0 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings and plugged at surface 'a C COMPLETION DEPTH: 30.0 $ DATE DRILLED: 8-27-04 0 w WATER LEVEL/SEEPAGE: DRY UPON COMPLETION: i� Z Z O 0 z ~ �N 2.0 149 168.2 J KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 21 LOG OF BORING NO. B-22 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704-1219 TYPE: INTERMITTENT SAMPLING o a o STRATUM DESCRIPTION a a f � W oz O V! N UmW C a SURF. ELEVATION: 800.04 P 4 5+ CLAY (CH), dark brown and brown, with few calcareous nodules, very stiff - 5 P 4.5+ CLAY (CL), light yellowish brown and brown, with 73 some calcareous nodules and occasional weathered limestone fragments, very stiff 58110" WEATHERED LIMESTONE, tan, moderately to highly Rc1 weathered with trace of solution cavities, firm to - 10 8-13.e, moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with 100183 occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams - 15 Rc2 13.8-23-8' t00/100 - 20 25 Notes - 1. Water introduced for rock coring 2. Borehole backflled at completion with drill cuttings o and plugged at surface 0 w u a O COMPLETION DEPTH: 23.8 S DATE DRILLED: 8-25.04 0 w WATER LEVEL I SEEPAGE: DRY UPON COMPLETION: LOCATION: SEE PLAN OF BORINGS � ci LAYER g0 �;e zW �a zX ELEV./ a W 0- N_ g� NX 2 fe W wr FO= =W N o'er DEPTH 3 J aJ QW JaZ i 0 �W Qo 2N 19 795.5 4.5 13 792.0 23 8.0 789.01 1 11.01 5 1 148 99.0 776.2 23.8 7 1 148 63.6 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 22 LOG OF BORING NO. B-23 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704-1219 TYPE: INTERMITTENT SAMPLING ae _ °m i °o STRATUM DESCRIPTION a O N M V m W a SURF. ELEVATION: 802.30 -� P 4.5+ FILL, Clay (CL), brown and light brown with some P 4.5+ I calcareous nodules and weathered limestone I j fragments, very stiff /P 4.5+ CLAY (CH), dark brown and brown, with few / calcareous nodules, very stiff _ 5 CLAY (CL), light yellowish brown and brown, with P a.s+ some calcareous nodules and occasional weathered limestone fragments, very stiff P4.0 - 10 —X�//—.Z 5013.75" WEATHERED LIMESTONE, tan, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams LIMESTONE, gray, moderately hard to hard with RC1 occasional thin, very hard seams and with thin, firm, - 15 1n 5-1s 5 dark gray shale seams and argillaceous seams 98193 - high angle slickensided, weathered fracture @ 14.8' . low angle weathered joint @ 14.9' - 20 RC2 19.6-29.5 98/98 - 25 —---- -30- v_ a. Notes: 1. Water introduced for rock coring _ 2. Borehole backfilled at completion with drill cuttings and plugged at surface c LL COMPLETION DEPTH: 29 5 WATER LEVEL I SEEPAGE: DRY DATE DRILLED: 8-25-04 UPON COMPLETION: LOCATION: SE PLAN OF BORINGS LAYER rcr: o:e ue� =ui 6 at rca =� ELEV./ « o~ v~i� �a zw °= zwm DEPTH io :3 gj go ye �w �W~ u az aR 3 5N 801.8 0.5 i 18 797.8 4.5 18 20 56 21 35 791 8 10.5 789.41 7 12.9 772.8 29.5 4 99 2.0 145 76.2 151 159.8 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 23 LOG OF BORING NO. B-24 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO.0704.1219 TYPE: INTERMITTENT SAMPLING A m W i °o STRATUM DESCRIPTION � a O N (Yj m W K a SURF. ELEVATION: 796.97 P 4.5. CLAY (CH), dark brown and brown, few calcareous nodules, very stiff P4.5 - WEATHERED LIMESTONE, moderately to highly - 5 � IDOro.5° weathered with trace of solution cavities, firm to - -- moderately hard with few thin, soft shale seams �— 100ro.s^ 10 v_ RC1 �J 8-13' 70/21 LIMESTONE, gray and light gray, moderately hard to hard with occasional thin, very hard seams and with - 15 thin, firm, dark gray shale seams and argillaceous seams RC2 13-2V 100/100 -20- RC3 - 25 2330' 100/1D0 LOCATION: SEE PLAN OF BORINGS LAYER x c= U e � = ui ¢ a z� ELEV.I �w 5� y� �a i�u ��' zz,LLn DEPTH 30 ga �e 20 ��~ U LLZ ary i D 25 793.0 4.01 1 1 1 784.0 13.0 I 767.0 -30--- — — — — — —— 30.01 Notes: _ 1. Water introduced for rock coring 2. Borehole backfilled at completion with drill cuttings - and plugged at surface a C'1 N COMPLETION DEPTH: 30.0 WATER LEVEL I SEEPAGE: DRY S DATE DRILLED: 9-14.04 UPON COMPLETION: 0 w c^ 5 151 103.9 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 24 LOG OF BORING NO. B-25 EAGLE MOUNTAIN WTP 35 MGD Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704-1219 TYPE: INTERMITTENT SAMPLING mi z °a STRATUM DESCRIPTION a O N N UmW s a SURF. ELEVATION: 798.96 jP 3 25 CLAY (CH), dark brown and brown, silty with few ,j calcareous nodules, very stiff P45i - 5 - 10 -15 P 375 P 2.75 tt CLAY (CL), light yellowish brown and brown, with some calcareous nodules and occasional weathered 13 limestone fragments, very stiff CLAY (CH), Shaly, light yellowish brown, brown and P 4.25 gray, with few calcareous nodules and occasional weathered limestone seams, very stiff. (completely weathered shale) 50/6" LOCATION: SEE PLAN OF BORINGS LAYER z� Opt V=t O T' za a �a i� ELEV./ �w �L= w� �a �� =zy DEPTH 30ga No zw c°i�~ u a3 ar 3 �^ 8 �r w 793.0 6.01 LIMESTONE, gray and light gray, moderately hard to - 20 — — — 100/0 55"- hard with occasional thin, very hard seams and with t II thin, firm, dark gray shale seams and argillaceous _seams ____________________ Notes: a - 1. Borehole backfilled at completion with drill cuttings r and plugged at surface 0 c 2. After 24 hours, water at 6' (coved to 10.5') 0 w a m COMPLETION DEPTH: 20.0 DATE DRILLED: 9-10-04 0 w WATER LEVEL I SEEPAGE: 6.0 UPON COMPLETION: 5.5 789.5 9.5 780.0 19.0 779.0 20.0 8 19 26 14 12 72 241 106 2.0 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 25 LOG OF BORING NO. B-26 EAGLE MOUNTAIN WTP 35li Plant Expansion TARRANT COUNTY, TEXAS PROJECT NO. 0704.1219 TYPE: INTERMITTEN" SAMPLING z e STRATUM DESCRIPTION a F 0 N y V m W rc a P 4.5+ SURF. ELEVATION: UNKNOWN CLAY (CH), dark brown and brown, with few calcareous nodules, very stiff P 4.5+ - 5 P 4.5+ CLAY (CL), light yellowish brown and brown, with _ some calcareous nodules and occasional weathered _ limestone fraaments very stiff 5013" WEATHERED LIMESTONE, moderately to highly weathered with trace of solution cavities, firm to moderately hard with few thin, soft shale seams 15 WEATHERED SHALE, slightly to moderately AR5013.5" weathered, dark gray and brown, soft to firm with few thin mnderately hard to hard limestone seams LIMESTONE, gray, moderately hard to hard with occasional thin, very hard seams and with thin, firm, dark gray shale seams and argillaceous seams LOCATION: SEE PLAN OF BORINGS e LAYER z� °. u;t Oe zw U za WS z� ELEV./ Ww 5� �� Z3 F6 z�i °� iZ' DEPTH 3w Sl aj N <r �w ILZ =Nt- 3 Z 2.5 3.5 14.5 15.0 - 20 X toon-e-- --- 20.0 Notes: g 1. Borehole backfilled at completion with drill cuttings and plugged at surface c:{ c�u N Ci COMPLETION DEPTH: 20.0 WATER LEVEL I SEEPAGE: DRY d DATE DRILLED: 9-10-04 UPON COMPLETION: DRY c' FUGRO CONSULTANTS LP 13 31 141 17 13 107 2.0 KEY: P = Pocket Penetrometer Note: All depths are measured in feet. PLATE 26 j j rrrr� TERMS AND SYMBOLS USED ON BORING LQ FORS L SOIL TYPES ® CLAY (CH) (//,I SHALY CLAY (CH) ® CLAY (CL) ® SANDY C `AY (CL) Well -Graded Poorly -Graded ff SAND (SW) ❑ SILTY SANDSM SAND (SP) ( ) CLAYEY SAND (SC) Well -Graded Poorly -Graded SILTY GRAVEL (GM) FILL '§ GRAVEL(GW) GRAVEL (GP) Material SOIL GRAIN SIZE U.S.STANOARD SIEVE 1 6" T. 3/4" 4 10 40 200 BOULDERS I COBBLE? GRAVEL _I COARSE I FINE SAND SILT I CLAY COARSE I MEDIUM I FINE i 1 SI 12 76.2 19.1 4.76 2.00 0.420 0.074 0.002 SOIL GRAIN SIZE IN MILIMETERS STRENGTH OF COHESIVE SOILS (�) DENSITY OF GRANULAR SOILS ( ) UNDRAINED CONSISTENCY COMPRESSIVE STRENGTH NUMBER OF BLOWS RELATIVE Tons Per Sq. Ft. PER FT., N DENSITY Very Soft Less Than 0.25 0-4 Very Loose Soft 0.25 to 0.50 4-10 Loose Firm 0.5 to 1.00 10-30 Medium Stiff 1.00 to 2.00 30-50 Dense Very Stiff 2.00 to 4.00 Over 50 Very Dense Hard greater than 4.00 DESCRIPTIVE TERMS FOR SOIL(') DESCRIPTION CRITERIA MOISTURE Stratified Alternating layers of varying Dry No water evident in sample; fines material or color with layers than plastic limit. less at least 6 mm thick. Moist Srample feels damp; fines near the plastic Laminated Alternating layers of varying material or color with the Very Moist Water visible on sample; fines greater plastic limit and less than liquitl lirltit layers less than 6 mm thick. Wet Sample ieliquid arslimfree water; lines greater than Fissured Breaks along definite planes of fracture with little resistance to fracturing. INCLUSIONS Ir) Slickensided Fracture planes appear polished Parting samples <1/6" thick extending through or glossy, sometimes striated. Seam Inclusion 118" to 3" thick extending Blocky Cohesive soil that can broken through sample. Layer Inclusion 4" thick extending lhrou9h which resist further breakdown. Trace <5% of sample. Lensed Inclusions of small pockets of Few 5% to 10% of sample. different soils. Some 10 to 25% of sample. With 30% to 45% of sample. REFERENCES: NOTE: Information on each boring log is a compilation of subsurface 1) ASTM D 2468 and soil raynd rockconditions classifications obtained from the field as well as from strakumllinesvobeen pfoscedu�es. the by 2) Peck, Hanson and Thornburn, (1974), accepts The 101s mreted commonly approximate in nature. Water level measurements refer on, transitional and Foundation Encineerinc, observed at the times and places indicated, and may vary with those geologic condition or construction activity. FUGRO CONSULTANTS LP PLATE 27a TERMS AND SYMBOLS USED ON BORING LOGS FOR ROCK ROCK TYPES SAMPLER TYPES LIMESTONE SHALE ❑ SANDSTONE I walleck FA Core WEATHERED 8 HEALWEATHERED ERED TE LIMESTONE T SAND ONE Standard Panel a on Auger Sample Test HIGHLY WEATHERED ARGILLACEOUS LIMESTONE LIMESTONE ® MARL THD Cone Bag III.11 Penetration Sample W Test SOLUTION & VOID CONDITIONS WEATHERING GRADES OF ROCKMASS 0) Void Interstice; a general term for pore Slightly Discoloration indicates space or other openings in rock. weathering of rock material and discontinuity surfaces. Cavities Small solutional concavities. Moderately Less than half of the rock Vuggy Containing small cavities, usually material is decomposed or lined with a mineral of different disintegrated to a soil. composition from that of the surrounding rock. Highly More than half of the rock material is decomposed or Vesicular Containing numerous small, unlined disintegrated to a soil. cavities, formed by expansion of gas bubbles or steam during solidification Completely All rock material is of the rock. decomposed and/or disintegrated to soil.The Porous Containing pore, interstices, or original mass structure is other openings which may or may not still largely intact. interconnect. Residual Soil All rock material is Cavernous Containing cavities or caverns, converted to soil.The sometimes quite large. Most frequent mass structure and material in limestones and dolomites. fabric are destroyed. HARDNESS BEDDING THICKNESS (2) Very Thick >4' Friable Crumbles under hand pressure Thick 2'-4- Low Hardness Can be carved with a knife Thin 2"-2- Moderately Hard Can be scratched easily with a knife Very Thin 1/2"-2" Very Hard Cannot be scratched with a knife Laminated 0.08"-1/2" Thinly -Laminated <0.08" JOINT DESCRIPTION SPACING INCLINATION SURFACES Very Close <2" Horizontal 0-5 Slickensided Polished, grooved Close 2"-12" Shallow 5-35 Smooth Planar Medium Close 12"-3' Moderate 35-65 Irregular Undulating or granular Wide >3' Steep 65-85 Rough Jagged or pitted Vertical 85-90 REFERENCES: NOTE: 1) British Standard(1981) Information on each boring log is a compilation of subsurface conditions Code of Practice for Site Investicalion and soil and rock classifications obtained from the field as well as from BS 5930. laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and 2) The Bridge Division, Texas Highway Dept. Foundation Exoloration & Desian Manual approximate in nature. Water level measurements refer only to those observed at the times and places indicated, and may vary with time, 2nd Edition,revised June,1974. geologic condition or construction activity. FUGRO CONSULTANTS LP PLATE 27b Report No. 0704-1219 �PaRO The following boring log is for a previously -drilled boring at the site (Boring B-4, Southwestern Laboratories Report No. 88-301-4, dated January 27, 1989). LOG OF BORING N 434284 SwL Report No. 88-301-4 E 2025222 PROJECT proposed Water Treatment Plant BORING NO.. B — 4 CLIENT: Camp Dresser & McKee LOCATION Tarrant County, Texas OAT 11/2/88 TYPE: Air Rotary CASED TO. N/A GROUND ELEVATION: 820.85 z r I WATER INFORMATION -a LEGEND: o2_o ? w w ■ SAMPLE I Dry at completion; dry on 11/4/88 xw co a o=u\iW w X STANDARD PENETRATION a� } ZF 3E3 Q. w rn N <W OJ L a V WATER NamU es = DESCRIPTION OF STRATUM (USCS) -5- -15-1 -25-{ -35-1 -40- RC1: 5-10' Rec:50i, 3.0 RQD:NA 4.5 RC2: 10-15' Rec:90% ZQD: NA RC3: 15-20' Rec:100 ROD:100A 4: -30' c:65; D:657, 5: -40' c:97% D:97e 50' :100i :1007 Stiff dark brown CLAY (CH) Soft to medium, moderately weathered, tan aphanic LI'vIESTONE with tan clay layers tan silty clay layer 8'-9.2' tan silty clay layer 12'-13.2' Medium, fresh, light -gray aphanic LIMESTONE with gray shale layers Soft, fresh, gray SHALE with shaly limestone seams and layers up to 6" thick Medium, fresh, light -gray aphanic LIMESTONE with occasional gray shale seams and layers generally less than 4" thick - gray shale 22'-23.3' low angle fracture at 39.1' Bottom of Exploration at 50' SOUTHWESTERN LABORATORIES B-6 PLATE 28 0,62 0.58 0.54 0.50 0.46 � I I G "-- - - i i I i j i i i Ij —i i j -I 0.42 0.0 0.1 1.0 10.0 Vertical Stress, tsf 100.0 I Boring: B-2 I Depth: 15'-16' Material Description: CLAY, light yellowish brown & brown Initial Sample Condition Li quid Plasticity max. Swell 9 y Preconsol. Cc Cs Moisture ISaturationl YDRY I Gs I eD Llmit Index Pressure Pressure 21.4% I 95.3% 1103.7 pcf1 2.65 10.580 I 64 1 40 I NA I 2.8 tsf I NA I 0.07 SWELL -CONSOLIDATION TEST REPORT FUGRO EAGLE MOUNTAIN WTP TARRANT COUNTY, TEXAS CONSULTANTS LP Date: Calculations By: Project No: PLATE 29 2-16-05 ma 0704.1219 0.54 . 0.50 I ' I i III I I 0.46 i I > 0.42 - - - j 0.38 I � ; I , ; I 0.34 0.0 0.1 1.0 10.0 100.0 Boring: B-7 I Depth: 15'-16' Intial Sample Condition Moisture ISaturationl yoav I Gs I eo 1 17.6% I 91.7% 1102.4 pcf 12.65 10.500 Vertical Stress, tsf Material Description: CLAY, light yellowish brown, brown & gray Li uid 4 Plasticit y rvrax. Swell Preconsol. Cc CS Limit Index Pressure Pressure 40 I 24 I NA I 2.2 tsf I NA I 0.06 SWELL -CONSOLIDATION TEST REPORT FUGRO EAGLE MOUNTAIN WTP TARRANT COUNTY, TEXAS — CONSULTANTS LP Date: Calculations By: Project No: PLATE 30 2-16-05 ma 0704-1219 , Sample Liquid Plastic Plasticity Moisture Content (%) Applied Surcharge percent Boring No. Depth Limit Limit Index Pressure Verical (feet) feet (%) (%) (%) Initial Final (psi Swell (%) B-3 2-3 30 16 14 12 21 375 1.3 B-4 2-3 47 18 29 10 20 375 3.4 B-6 15 - 16 55 20 35 18 22 2,000 0.9 B-7 7-8 61 21 40 24 27 1,000 1.3 B-8 15 - 16 33 15 18 18 18 2,000 0.0 B-10 20-21 41 18 23 20 21 2,625 0.0 B-11 5-6 48 18 30 11 23 750 2.5 B-11 15 - 16 51 20 31 27 27 2,000 0.0 B-14 10 - 11 57 19 37 23 25 1,375 0.7 B-20 10 - 11 66 22 44 27 28 1,375 1.3 B-22 5-6 - - - 13 17 750 0.9 SUMMARY OF FREE SWELL TEST RESULTS FUGRO CONSULTANTS EAGLE MOUNTAIN WTP LP Date: Calculations By: 2-16-OSI TARRANT COUNTYr TEXAS Project No: PLATE 31 0704-1219 ISample B-1: 0-1' Composite Sample: 13-7: 10'-11' & B-7: 15'-16' Composite Sample: B-15:0'-V & 13-15:0-2' Composite Sample: B-21: 1.5'-2' & B-21:2'-3' B-22:0-1' Notes on test methods Electrical 3Soluble 3Soluble 4Soluble 5Redox Resistivity 2PH Chlorides Sulfates Sulfides Potential (ohm -cm) (mg/kg) (mg/kg) (mg/kg) (mVolt) < 100 2,452 8.2 < 30 < 100 < 0.5 286 - - 370 - - 1,308 9.3 < 30 310 < 0.5 286 - - - <100 - - 1. TxDOT Tex-129-E 2. TxDOT Tex 128-E 3. TxDOT Tex-620-J extraction (dry weight basis) 4 EPA 9031 5. AWWAC105-72 FUGRO I CONSULTANTS (EAGLE MOUNTAIN WTP LP Date: Calculations By: 2-16.05I RESULTS OF SOIL CORROSIVITY TESTS TARRANT COUNTY, TEXAS Project No: PLATE 32 0704-1219 14 12- 10• 8 x a 6 4 2 9 0 1 1 0 2 4 6 8 10 Hydrated Lime, % Boring I Depth Liquid I Plastic Plasticity Soil Description Limit Limit Index B-15 10-2' I 50 I 23 I 27 I Dark brown and brown CLAY FUGRO CONSULTANTS LP EAGLE MOUNTAIN Will Date: Calculations By: 2-16-05 RESULTS OF LIME -pH SERIES TARRANT COUNTYjTEXAS Project No: PLATE 33 0704-1219 � 2.0 1 SITE AND SUBSURFACE CONDITIONS Appendix B - CDM Smith Investigation Test Boring Logs Smith EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE B-1 Z�' Sheet 1 of 3 Boring Number: CDVA B-100 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 808.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NE Lat: 32.8606750 Long:-97.4221060 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/6/2024 End: 5/6/2024 Logged By: Jenna Song, EIT C L 2 N y d•� 0.N �v 7 O d J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 00 `� to 000.0 0 - ST ST-1 24 - ST ST-2 24 - 803.0 5 - ST ST-3 24 -798.0 10 - ST ST-4 24 - ST ST-5 24 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT Moist, soft, reddish brown, SILT and CLAY, trace Grass \ a fine gravel and roots (CL). ground Urfared e. round surface. 6 N/A 0.5 \' 0 TOP (3.6"): Moist, stiff, brown, SILT and CLAY, \ trace fine qravel (CL). / 9 N/A 3.5 BOTTOM (20.4"): Moist, stiff, brown, CLAY, trace \ silt (CH). a Moist, medium stiff, dark brown, CLAY, trace L) calcareous nodules (CH). 14 N/A 2.0 TOP (6"): Moist, stiff, brown, CLAY, trace calcareous nodules (CH). i 17 N/A 3.0 BOTTOM (18"): Moist, stiff, tan, CLAY, some fine sand (CL). 19 N/A 2.5 a \ J U } Z Q Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 8/14/2024 Boring Number: B-100 Sheet 2 of 3 awlgp Boring Number: CDMi B-goo Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 y - 3 CD a 0 J m E E E E o= E o y a y Material Description Remarks w o �T <n U) z U) c in CO <n z J a° - 193.0 1 b - - See next page for rock material descriptions - 788.0 20 - - 783.0 25 - - 778.0 30 - - 773.0 35 - Boring Number: B-100 Sheet 3 of 3 a�' Boring Number: CDVA B-1oo Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks CL w m p �n~ inz' rn a�iv �` J d' _ E O" 3` 0 a y G7 t93.0 15 See previous page for soil material descriptions. J 6.0 NR Soft, slightly weathered, slightly fractured, dark gray LIMESTONE. 6.0 NR - 16.3'-19.4': Moderately hard, moderately weathered, moderately fractured, gray NX RC-1 60 83 60 6.0 NR 6.0 NR 6.0 NR - 788.0 20 - 20'-20.3': Medium, light gray 6.0 NR - 20.3'-21.8': Soft, highly weathered, highly to - moderately fractured, gray 6.0 NR w z NX RC-2 60 100 52 6.0 NR 0 vi w J 6.0 NR - 23.3'-24.5': Moderately hard, highly fractured 6.0 NR - 783.0 25 - 25'-26.3': Moderately weathered, gray 6.0 NR 6.0 NR - 26.3'-26.7': Shale seam - 27'-27.1': Shale seam NX RC-3 60 87 33 6.0 NR - 27.1'-28.2': Highly fractured, light gray to gray 6.0 NR - 28.2'-28.3': Shale seam - 28.3'-29.2': Medium 6.0 NR - 29.2'-30': Shale seam 778.0 30 Test boring terminated at 30.0 feet bgs. - 773.0 35 - Boring Number: B-100 Z�' Sheet 1 of 3 Boring Number: CDVA B-101 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 807.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 9.5 5/6/2024 14:17 Lat: 32.8602750 Long:-97.4218060 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/6/2024 End: 5/6/2024 Logged By: Jenna Song, EIT C L N N y d•� 0.N �v 7 O d J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 00 `� to 007.0 0 - ST ST-1 24 - ST ST-2 24 - 802.0 5 - ST ST-3 24 - ST ST-4 24 - ST ST-5 24 1 -797.0 10 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT Moist, very stiff, brown to tan, CLAY, trace fine Grass encountered on gravel and roots (CH). ground surface. 7 N/A 4.0 Moist, medium stiff, tan to brown, CLAY, trace fine \� sand and fine gravel (CH). 16 N/A 1.5 Moist, stiff, brown, CLAY, trace fine gravel (CH). 19 N/A 2.5 TOP (9.6"): Moist, stiff, brown, CLAY, trace fine gravel (CH). 14 N/A 3.0 BOTTOM (14.4"): Moist, stiff, tan, CLAY, some fine sand, trace fine gravel and calcareous nodules (CL). -Moist to wet (CL). 16 N/A 4.0 \ J } 0 Z U) Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 8/14/2024 Boring Number: B-101 Sheet 2 of 3 2WIgP Boring Number: CDMi B-101 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 `m a aNi °� V y T 3 CD a 0 J m E �T E E E c o= E o y a y Material Description Remarks W o <n U) z rn J in CO <n z a° - 192.0 15- -Moist to wet (CL). Rock encountered at 15 feet below ground surface. -787.0 20- ---------------------------------- See next page for rock material descriptions. - 782.0 25 - - 777.0 30 - - 772.0 35 - Boring Number: B-101 a�' Sheet 3 of 3 Boring Number: CDVA B-101 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" (D a) y > E0.£ E m E w o o v o �_ � d a a J t `�° Material Description Remarks wm �n~ inz' rn a�iv 0: _ E 3` a y p J 0 G7 t92.0 1 b - See previous page for soil material descriptions. 787.0 20 Soft to medium, highly to moderately weathered, 6.0 NR highly to moderately fractured, dark gray SHALE. - Moderately hard, moderately weathered, slightly 6.0 NR fractured, light gray LIMESTONE. NX RC-1 60 80 7 6.0 NR w z 6.0 NR O n - 23.2'-24': Highly to moderately weathered, highly to - - Ui J moderately fractured shale seam 6.0 NR -782.0 25 - 25'-25.2': Slightly weathered LIMESTONE 6.0 NR - 25.2'-25.4': Slightly weathered, slightly fractured shale seam 6.0 NR LL - 26.4'-26.6': Soft, highly weathered, highly fractured shale eam I LIMESTONE I NX RC-2 60 100 22 6.0 NR 7 - 26 8525': Medimmodeera ely weathered SHALE - \ 6.0 NR \ a _ Cn - 28.3'-28.5': Slightly weathered, slightly fractured \ - 29.1'-30': Soft, moderately weathered, moderately 6.0 NR �\ fractured - 777.0 30 Test boring terminated at 30.0 feet bgs. - 772.0 35 - Boring Number: B-101 a�' Sheet 1 of 5 Boring Number: CDVA B-102 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 805.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 60.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 10.0 5/8/2024 8:28 Lat: 32.8600420 Long:-97.4221780 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/8/2024 End: 5/9/2024 Logged By: Jenna Song, EIT C L N N y d•� 0.N �v 7 d O J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 00 `� to °' a c� 000.0 0 ST ST-1 6 5 N/A 4 0 Moist, verystiff, brown to tan, CLAY, some fine Grass - ST ST-2 24 - 800.0 5 - ST ST-3 24 -7957 10- SS SPT- 9 28 1 50/2.5' SS SPT- 8 32 2 50/1.5" SPT- 17 SS 3 18 20 26 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT \ encountered on \\ sand, trace fine gravel, calcareous nodules, and ground surface. a roots (CL). \ J U } Moist, very stiff, brown to tan, CLAY, some fine sand, trace fine gravel and calcareous nodules 9 N/A 4.25 (CL). Moist, very stiff, brown, CLAY, little fine sand, trace fine gravel (CH). 19 N/A 4.5 a J ` U 7 >50\) z Dry, very dense, white, weathered LIMESTONE, o trace clay and fine sand. U) = w uJ 7> -------------------------------- 12 >50 \ Moist to wet, hard, tan to brown, CLAY, some fine sand, trace fine gravel (CL). a J U z -------------------------------- w Wet, dense, dark gray, SHALE. co 22 46 \ Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 8/14/2024 Boring Number: B-102 a�' Sheet 2 of 5 Boring Number: CDVA B-102 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 cm w m d y m� ymaa w rnm dE£ E E E� Material Description Remarks w CL U)izU) U� c � a f9U.0 1b ss `/.Y1 4 50/3.5' 9 >50 \ \ w Q N See next page for rock material descriptions. - 785.0 20 - - 780.0 25 - - 775.0 30 - 1 - 770.0 35 - -LT- Boring Number: B-102 a�' Sheet 3 of 5 Boring Number: CDVA B-102 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v v d a) y N > EQ EE Ew oo vo m �� .E Vi d_ ay a J `-' !E Material Description m � ` lL fn N Z fn _ p '-' 3 a ly6 rn 0 J Qp (7 iyu.0 5 \\ See previous page for soil material descriptions. `� Soft, moderately weathered, slightly fractured, dark 3.o NR \ gray SHALE. ° \ - 16.7'-16.8': Highly weathered 3.0 NR w z - 16.9'-17': Limestone fragment NX RC-1 56 74 27 T 1 J Moderately hard, moderately weathered, moderately fractured, gray LIMESTONE. 3.0 NR \ - 17.9'-18': Highly weathered, highly fractured I LIMESTONE u, Moderately weathered SHALE 3.0 NR \ _ - 18.6-18.6': Highly weathered, highly fractured -785.0 20 \ U) - 18.7'-18.8': Limestone fragment 6.0 NR \ - 18.8'-19.6': Slightly weathered, moderately fractured \ - 20.4'-20.5': Limestone fragment 6.0 NR - 20.5'-21': Moderately to highly weathered I - 21'-21.1': Limestone fragment Moderately weathered, slightly fractured NX RC-2 60 68 13 6.0 NR LIMESTONE - 21.6'-21.8': Shale seam 6.0 NR - 21.8'-23': Washed out soil - 23'-23.1': Moist to wet, dark brown CLAY (CH) - 23.3'-23.6': Slightly weathered, light gray 6.0 NR LIMESTONE -780.0 25 - 23.6'-23.7': Shale seam - 23.9'-24': Shale seam 5.0 NR - 25.3'-25.6': Highly weathered LIMESTONE and - moderately weathered, slightly fractured shale seam 5.0 NR - 25.6'-26.4': Slightly weathered - 26.4'-26.7': Shale seam NX RC-3 60 68 33 5.0 NR - 27.2'-27.4': Shale seam z - 27.5'-27.7': Shale seam 0 5.0 NR 2 J - 28.4'-28.5': Highly weathered, highly fractured 5.0 NR - 775.0 30 5.0 NR 5.0 NR - 31.3'-31.4': Highly weathered - 31.5'-31.8': Slightly weathered, moderately fractured NX RC-4 60 83 7 5.0 NR - 31.9'-32.3': Shale seam - 32.4'-32.8': Fossiliferous 5.0 NR - 32.9'-33': Shale seam - 33.6'-33.7': Shale seam - 34.1'-34.2': Shale seam 5.0 NR - 770.0 35 1 i i Boring Number: B-102 Remarks II ISoft soil seam encountered at approximately 22 feet below ground surface. Rock coring was resumed at 23 feet below ground surface. a�' Sheet 4 of 5 Boring Number: CDVA B-102 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 d m > E0. £ E E w o o v o �_ � a a t `�° Material Description Remarks wm tn~ nz' rn a�iv _ s 3` a rn 0 J V 0 i 6.0 NR - 35.3'-35.5': Shale seam - 35.5'-36.1': Highly fractured 6.0 NR - 36.1'-36.3': Shale seam - 36.5'-36.7': Medium, moderately fractured NX RC-5 60 65 13 6.0 NR - 37.4'-38.3': Medium to soft, moderately to highly weathered, moderately to highly fractured shale 6.0 NR � seam 6.0 NR 765.0 40 Moderately hard, cream LIMESTONE. Sopped on 5.0 NR - 40.1'-40.4': Highly weathered, highly fractured, gray 05/08/24 due to pump issues. - 40.4'-40.7': Shale seam The augers were - 40.7'-41.3': Slightly weathered taken out of the 5.0 NR hole and coring - 41.6'-41.8': Highly weathered, highly fractured was resumed in the same - 41.8'-43.6': Potential soil seam borehole on NX RC-6 60 63 13 5.0 NR 05/09/24 at 8:00 A.M. 5.0 NR - 43.6'-44': Shale seam, some clay - 44'-44.4': Shale seam and fine to coarse GRAVEL 5.0 NR z - 44.4'-45': Slightly weathered, light gray - 760.0 45 0 U - 45'-45.3': Shale seam 4.2 NR UJ - 45.3'-45.9': Moderately fractured, gray J - 45.9'-46.4': Sightly weathered, light gray 4.2 NR - 46.4'-46.5': Shale seam - 46.7'-46.8': Fossiliferous NX RC-7 60 97 60 4.2 NR - 46.8'-47': Shale seam - 48'-48.6': Shale seam 4.2 NR 4.2 NR-49.4'-50': Fossiliferous - 755.0 50 5.0 NR - 50.1'-50.3': Shale seam - 50.3'-51.9': Moderately fractured, fossiliferous, gray 5.0 NR - 52'-53': Light gray NX RC-8 60 80 17 5.0 NR 5.0 NR - 53.1'-53.2': Shale seam - 53.2'-53.4': Highly fractured 5.0 NR - 55'-55.3: Slightly weathered, fossiliferous -750.0 55 1 - 55.3'-56': Slightly weathered, slightly fractured <w SHALE Boring Number: B-102 Sheet 5 of 5 a�' Boring Number: CDVA B-102 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks CL n~'n d0w iza E "CL 0J y G7 4.4 NR \ - 55.3'-56': Slightly weathered, slightly fractured SHALE 4.4 NR \ . \ - 56'-57': Moderately weathered, moderately fractured NX RC-9 60 93 80 4.4 NR w - 57.4'-57.6': Limestone seam 4.4 NR 4.4 NR \ - 745.0 60 Test boring terminated at 60.0 feet bgs. - 740.0 65 - - 735.0 70 - - 730.0 75 - Boring Number: B-102 a�' Sheet 1 of 3 Boring Number: CDVA B-103 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 802.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 2.4 5/8/2024 8:55 Lat: 32.8592140 Long:-97.4219780 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/7/2024 End: 5/7/2024 Logged By: Jenna Song, EIT C L N N y d•� 0.N �v 7 O d J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 00 `� to 002.0 0 i - ST ST-1 24 - ST ST-2 24 - 797.0 5 - ST ST-3 24 -792.0 10 - ST ST-4 24 - ST ST-5 24 - ST ST-6 24 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT Moist, medium stiff, brown to tan, CLAY, trace fine Grass encountered on sand and roots (CH). ground surface. 10 N/A 1.25 -Brown (CH). 12 N/A 1.5 Moist, medium stiff, brown, CLAY, some fine sand, little fine gravel (CH). 14 N/A 1.25 \., Moist, stiff, brown, CLAY, trace fine sand (CH). a 15 N/A 2.25 \. -Brown to tan, little fine sand (CH). 18 N/A 2.0 TOP (6"): Moist, very stiff, brown, CLAY (CH). } BOTTOM (18"): Moist, very stiff, tan, CLAY, little 14 N/A 4.5 , z J fine sand (CL). UU Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 8/14/2024 Boring Number: B-103 Sheet 2 of 3 a�' Boring Number: CDVA B-103 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v w, d d y d ':E C_ N d FZ cm J m > L E£ E E 3 E� Y w v t Material Description Remarks w d o U) in z' rn c� to Z m c CL rn � a tbi.0 15 BOTTOM (18"): Moist, very stiff, tan, CLAY, little Driller indicated fine sand (CL). hard drilling and presence of rock at 19 feet below w Z ground surface. O w J Q w lY w 2 a w - 782.0 20 - See next page for rock material descriptions. - 777.0 25 - - 772.0 30 - - 767.0 35 - Boring Number: B-103 Sheet 3 of 3 a�' Boring Number: CDVA B-103 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v " > m at y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks CIL m n~'n�v_w E aizrn p J 0 G7 tb [.0 l b - See previous page for soil material descriptions. -782.0 20 Moderately hard, slightly weathered, slightly 2.0 NR fractured, light gray LIMESTONE. - - 20.2'-20.5': Medium, moderately weathered, highly fractured 2.0 NR - 20.5'-21': Shale seam - 21'-21.4': Moderately fractured NX RC-1 60 73 73 2.0 NR - 21.4'-21.5': Shale seam - 21.7'-21.8': Shale seam - 21.8'-22.3': Moderately weathered 2.0 NR - 22.3'-22.7': Shale seam - 22.7'-22.9': Highly fractured - 22.9-23.1': Shale seam 2.0 NR z O - 23.1'-23.2': Moderately fractured -777.0 25 u~i - 23.2'-23.7': Shale seam 8.0 NR 2 - 25'-25.4': Shale seam J - 25.4'-26': Highly fractured - - Rock coring stopped and 8.0 NR - 26.4'-26.5': Shale seam resumed at 26 - 26.5'-26.8': Highly weathered, highly fractured feet below ground surface NX RC-2 60 88 40 8.0 NR . - 27'-271': Shale seam due to hard plug encountered. - 27.1'-27.7': Moderately weathered, moderately fractured 8.0 NR - 27.7'-27.9': Shale seam - 27.9'-28.2': Shale seam 8.0 NR -772.0 30 Test boring terminated at 30.0 feet bgs. - 767.0 35 - Boring Number: B-103 Z�' Sheet 1 of 4 Boring Number: CDVA B-104 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 804.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 45.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 3.6 5/8/2024 8:56 Lat: 32.8594640 Long:-97.4222080 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/7/2024 End: 5/7/2024 Logged By: Jenna Song, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� rY 001.0 0 \ Grass Moist, medium stiff, brown to tan, CLAY and fine encountered on SAND CL ( )• ground surface.e. ST ST-1 24 12 N/A 2.0 -Soft (CL). ST ST-2 24 11 N/A 0.75 i \ Moist, medium stiff, brown and tan, CLAY and fine SAND, trace fine gravel (CL). 799.0 5 - ST ST-3 24 12 N/A 1.25 a J U \'' Z Z CO ST ST-4 24 16 N/A 1.75 \ -Stiff (CL). ST ST-5 24 16 N/A 3.0 -794.0 10 -------------------------------- i Moist to wet, stiff, brownish tan, CLAY, little fine sand, trace fine gravel (CH). - - ST ST-6 24 15 N/A 2.5 Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 8/14/2024 Boring Number: B-104 Sheet 2 of 4 a�' Boring Number: CDVA B-104 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v w m d y m� y ma E E E� cm a w Material Description Remarks dE£ w U)izU) U� � CL c a rnm f89.0 15 Moist to wet, stiff, brownish tan, CLAY, little fine \ a sand, trace fine gravel (CH). J U w Z O U) ' w 7 o Dry, very dense, gray, weathered LIMESTONE. SS SPT- 18 8 4 >58 50/11, w w _ a w 784.0 20- See next page for rock material descriptions. - 779.0 25 - T- -774.0 30- - 769.0 35 - � Boring Number: B-104 Sheet 3 of 4 a�' Boring Number: CDVA B-104 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks p CL 4) n~'n�v_w J E 0 aiz y G7 f89.0 1b- \ See previous page for soil material descriptions. -784.0 20 Moderately hard, slightly weathered, slightly 2.0 NR fractured, light gray LIMESTONE. - - 20.7'-21': Shale seam 2.0 NR - 21'-21.3': Moderately weathered - 21.3'-21.4': Shale seam - 21.7'-21.9': Shale seam NX RC-1 60 58 20 2.0 NR 2.0 NR w z 0 2.0 NRCn - 779.0 25 w J 3.0 NR - 25.3'-25.5': Shale seam 3.0 NR - 26.2'-26.4': Highly weathered, highly fractured - 26.4'-26.9': Moderately weathered - 26.9'-27.7': Shale seam NX RC-2 60 90 30 3.0 NR - 27.7'-27.9': Highly weathered, highly fractured 3.0 NR 3.0 NR \ \ - 29.1'-29.3': SHALE -774.0 30 4.0 NR - 4.0 NR \ \ - 30.8'-31.8': Shale seam NX RC-3 60 98 88 4.0 NR \ \ w a U) - 32'-34': Shale seam 4.0 NR .\ - 34 -34.4 . Gray 4.0 NR \ - 34.4'-34.6': Shale seam - 34.9'-35': Shale seam -769.0 35 �\ - 35'-35.1': Shale seam Boring Number: B-104 Sheet 4 of 4 a�' Boring Number: CDVA B-104 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks CL n~'n d0w iza E "CL 0J y G7 4.0 NR \\ \ - 36'-36.7': Shale seam 4.0 NR - 36.8'-37.5': Shale seam NX RC-4 60 100 82 4.0 NR - 37.7'-38.2': Shale seam 4.0 NR \ - 38.4'-39.4': Shale seam 4.0 NR \ w 764.0 40 39.9'-40': Shale seam 4.0 NR \ `� - 40.4'-40.6': Shale seam 4.0 NR NX RC-5 60 80 55 4.0 NR - 42.9'-43.1'. Moderately weathered, light gray 4.0 NR - \ - 44.3'-44.5': Shale seam 4.0 NR - 759.0 45 Test boring terminated at 45.0 feet bgs. -754.0 50- - 749.0 55 - Boring Number: B-104 a�' Sheet 1 of 3 Boring Number: CDVA B-105 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 805.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 26.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 13.5 5/9/2024 11:56 Lat: 32.8597830 Long:-97.4218080 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/9/2024 End: 5/9/2024 Logged By: Jenna Song, EIT C L N N y d•� 0.N �v 7 O d J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 00 `� to OOL.0 0 - ST ST-1 24 - ST ST-2 24 - 800.0 5 - ST ST-3 24 -795.0 10 i - ST ST-4 24 - ST ST-5 24 SPT- 43 SS 1 18 26 30 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT Moist, stiff, brownish tan, CLAY, little fine gravel, Grass encountered on trace coarse gravel and calcareous nodules (CH). ground surface. 13 N/A 3.5 Moist, very stiff, brownish tan, CLAY, little silt, trace fine gravel (CH). 11 N/A 4.5 Moist, very stiff, tan to brown, CLAY, trace fine gravel (CH). 10 N/A 4.0 \., Moist, stiff, brown, CLAY (CH). ,a J 15 N/A 2.5 Moist, medium stiff, brown, CLAY, trace coarse gravel and calcareous nodules (CH). 8 N/A 2.0 TOP (3.6"): Wet, hard, brown, CLAY, trace silt and Z fine qravel (CH). — Z BOTTOM (20.4"): Dry, very dense, light gray to 26 56 O. gray, interbedded LIMESTONE and SHALE. Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 8/14/2024 Boring Number: B-105 a�' Sheet 2 of 3 Boring Number: CDVA B-105 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 cm w m d y m� mymaa w rnm dE£ E E E� Material Description Remarks w CL U)izU) U� c -J a f9U.0 15 7\ BOTTOM (20.4"): Dry, very dense, light gray to SPT 17 1 gray, interbedded LIMESTONE and SHALE. ' ss 2 8 50i15, 8 >50 ; Dry, very dense, gray, SHALE, some clay, trace \ fine gravel. See next page for rock material descriptions. - 785.0 20 - w J - 780.0 25 - - 775.0 30 - -770.0 35- Boring Number: B-105 CDVA11P Client: City of Fort Worth, TX Project Location: Fort Worth, Texas d d d V N m d J > E0. EE Ew oo vo 0� 0. LU 0 fn N Z fA J p" Qp ly6 (7 -/yU.0 lb- 2.0 NR NX RC-1 60 67 45 2.0 NR 2.0 NR 785.0 20 LL 2.0 NR �\ 3.0 NR 3.0 NR NX RC-2 60 97 23 3.0 NR 3.0 NR - 780.0 25 - 3.0 NR - 775.0 30 - -770.0 35- Sheet 3 of 3 Boring Number: B-105 Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Number: 294565 Material Description See previous page for soil material descriptions. - 16.7'-16.9': Moderately hard, slightly weathered, slightly fractured, light gray LIMESTONE. Medium, slightly weathered, slightly fractured, dark gray SHALE. - 17.8'-18.5': LIMESTONE - 19.2'-20': Soft, highly weathered, moderately fractured - 21.1'-21.4": Limestone seam - 22.1'-22.5': Limestone seam - 22.5'-23.2': Moderately weathered - 23.2'-23.4': Limestone fragment - 23.4'-24.6': Highly to moderately weathered, highly fractured - 24.6'-24.8': Limestone fragment - 25'-25.1': Limestone fragment - 25.4'-25.6': Limestone fragment - 25.6'-26': Highly weathered Test boring terminated at 26.0 feet bgs. Remarks Boring Number: B-105 Z�' Sheet 1 of 3 Boring Number: CDVA B-1os Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 808.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NE Lat: 32.8598890 Long:-97.4213670 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/9/2024 End: 5/9/2024 Logged By: Jenna Song, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� 000.0 0 \ Grass Moist, very stiff, brownish tan, CLAY, little silt, trace encountered on fine gravel (CL). ground surface. ST ST-1 24 9 N/A 4.5 Moist, stiff, brownish tan, CLAY, little silt, trace fine sand, fine gravel, and calcareous nodules (CL). ST ST-2 24 9 N/A 3.5 U Moist, stiff, brown, CLAY, some fine sand and silt, little fine gravel (CL). - 803.0 5 - ST ST-3 24 7 N/A 2.5 TOP (14.4"): Moist, stiff, brown to tan, CLAY, some \ silt, little fine gravel, trace fine sand (CL). - - ST ST-4 24 15 N/A 3.5 i > Z BOTTOM (9.6"): Moist, medium dense, tan, CLAY d and fine SAND (SC). Moist, very stiff, tan, CLAY, trace calcareous nodules (CL). ST ST-5 24 9 N/A 4.5 798.0 10 J Z a rn Q J U TOP (9.6"): Moist, very dense, tan, CLAY and fine SPT o \ SAND, trace fine qravel (SC). / SS 3 50/2.5" 10 >50 L W BOTTOM (14.4"): Dry, very dense, tan, weathered LIMESTONE. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 8/14/2024 Boring Number: B-106 Sheet 2 of 3 a�' Boring Number: CDVA B-1os Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v w m d y m� ma a cm E E E� w Material Description Remarks dE£ w my U)izn U� c CL inm -J a t93.0 1b — BOTTOM (14.4"): Dry, very dense, tan, weathered Rock coring 1 LIMESTONE. stopped at 15 ' feet below See next page for rock material descriptions. ground surface to wait out the . lightning. - 788.0 20 - - 783.0 25 - - 778.0 30 - - 773.0 35 - Boring Number: B-106 Sheet 3 of 3 a�' Boring Number: CDVA B-1os Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks CL wm �n~ inz' rn a�iv �` _ E O" 3` a y p J d' 0 G7 t93.0 15 See previous page for soil material descriptions. 4.0 NR Moderately hard, slightly weathered, slightly fractured, light gray LIMESTONE. - 15.3'-16.1': Medium, moderately weathered, slightly 4.0 NR fractured, dark gray SHALE. - 16.1'-16.5': Fossiliferous NX RC-1 60 100 70 4.0 NR - 16.5'-16.7': Shale seam - 16.7'-17.1': Moderately weathered, moderately fractured, gray to light gray 4.0 NR - 17.1'-17.4': Shale seam - 17.9'-18.4': Shale seam - 18.6'-19.3': Moderately fractured shale seam 4.0 NR - 19.4'-20.2': Shale seam - 788.0 20 3.6 NR - - 20.9'-21.2': Moderately weathered, slightly fractured 3.6 NR shale seam �L w - 21.5'-21.7': Shale seam 1 0 - 21.9'-22.7': Slightly weathered, slightly fractured NX RC-2 60 82 22 3.6 NR i shale seam 2-1 w - 22.7'-23.4': Moderately weathered, moderately 3.6 NR J fractured shale seam - - 23.9'-24.2': Shale seam 3.6 NR - 783.0 25 - 25'-25.1': Fossiliferous 3.0 NR - 25.1'-25.2': Shale seam - - 25.5'-25.6': Shale seam - 25.9'-26': Shale seam 3.0 NR - 26.4'-26.5': Shale seam NX RC-3 60 90 25 3.0 NR - 27.8'-28': Moderately weathered, highly fractured 3.0 NR - 285'-28.7': Shale seam - 29'-29.3': Shale seam 3.0 NR - 29.3'-29.5': Fossiliferous 778.0 30 Test boring terminated at 30.0 feet bgs. - 773.0 35 - Boring Number: B-106 a�' Sheet 1 of 4 Boring Number: CDVA B-107/PZ-A Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 806.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 45.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 8.5 5/10/2024 8:47 Lat: 32.8605080 Long:-97.4224920 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/10/2024 End: 5/10/2024 Logged By: Jenna Song, EIT C L N N y d•� 0.N �v 7 d O J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 00 `� to °' rY a c� 000.0 0 \ Moist, very stiff, brown, CLAY, little silt, trace fine to Grass encountered on coarse gravel, calcareous nodules, and roots (CH). ground surface. ST ST-1 24 9 N/A 4.5 Moist, medium stiff, brown, CLAY, trace silt, fine to \\ coarse gravel, calcareous nodules, and roots (CH). } ST ST-2 24 8 N/A 1.5 U \X Moist, medium stiff, brown, CLAY, trace fine to coarse gravel and calcareous nodules (CH). 801.0 5 - ST ST-3 24 19 N/A 2.0 Moist, medium stiff, brown, CLAY, some silt, little a \` fine gravel, trace coarse gravel and calcareous ST ST-4 24 9 N/A 1.75 nodules (CL). 1 wZ TOP (9.6"): Wet, very dense, tan, CLAY and fine SPT- 25 SS 8 8 >50 SAND (SC). 1 50/1.5" \ BOTTOM (14.4"): Wet, very dense, dark gray, SHALE. - 796.0 10 \ - Q \ x Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular 9 p (Sand): Fine Grained (Clay): and 50 - 35% 35 20 /o SS - Split Spoon CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: some - 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% N- 1.9" Rock Core WS - Wash Sample Loose: NX - 2.2" Rock Core 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-107/PZ-A Sheet 2 of 4 a�' Boring Number: CDVA B-107/PZ-A Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v w dE£ m d y m� ma E E E� cm a w CL Material Description Remarks rnm w my U)izU) U� -J c a t9l.0 I5 SPT- 3 50/3" 6 >50 SS 2 \ \ See next page for rock material descriptions. - 786.0 20 - \ cn - - -781.0 25- - 776.0 30 - -771.0 35- Boring Number: B-107/PZ-A a�' Sheet 3 of 4 Boring Number: CDVA B-107/PZ-A Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 CDa) d d r U)m d 0-0 d : > D.C. EE Ew oo vo �� aw `-' m 4)m H a a rn LU 0 U) U)Z U)J p" Qp ly6 (7 -/y1.0 1b SS S ZT 3 200 4.2 NR 4.2 NR NX RC-1 56 98 62 4.2 NR 4.2 NR 4.2 NR - 786.0 20 3.0 NR 3.0 NR \ w NX RC-2 60 100 32 3.0 NR \ U) 3.0 NR 3.0 NR -781.0 25 3.2 NR 3.2 NR NX RC-3 60 98 47 3.2 NR 3.2 NR 3.2 NR - 776.0 30 3.0 NR w 3.0 NR o U) w NX RC-4 60 95 32 3.0 NR J 3.0 NR 1 1 oz. 3.0 NR_ mom w -771.0 35 zo< Material Description See previous page for soil material descriptions. Soft, moderately weathered, moderately fractured, dark gray SHALE. - 15.9'-16': Limestone fragment - 16'-16.9': Slightly weathered, slightly fractured - 17.5'-17.6': Limestone fragment Moderately hard, slightly weathered, slightly fractured, light gray fossiliferous LIMESTONE. - 18.7'-19': Moderately weathered LIMESTONE - 19.3'-19.4': Limestone fragment - 19.4'-19.6': Medium - 19.6'-20': Highly fractured - 20'-20.2': Moderately weathered LIMESTONE - 20.2'-20.5': Slightly weathered LIMESTONE - 21.2'-21.5': Moderately fractured LIMESTONE - 21.9'-22.2': Slightly fractured - 22.9'-23.6': Highly weathered, highly fractured - 23.6'-24.2': Highly weathered, highly fractured LIMESTONE - 25.2'-25.6': Slightly weathered, slightly fractured LIMESTONE - 26'-26.2': Fossiliferous LIMESTONE - 29.5'-29.8': Moderately to highly weathered, highly fractured LIMESTONE - 30'-30.4': Medium, gray - 30.7'-31.1': Slightly fractured - 31.1'-32.2': Moderately weathered - 32.2'-32.5': Shale seam - 32.5'-33.3': Slightly fractured - 33.3'-33.7': Shale seam - 33.7'-34': Moderately weathered - 34'-34.5': Medium, moderately weathered, moderately fractured SHALE Remarks Boring Number: B-107/PZ-A Sheet 4 of 4 a�' Boring Number: CDVA B-107/PZ-A Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > CD a) y m E£ E E w o o v o 0:_ 2 d a a J t `�° Material Description Remarks CL w O" a y p -J d' 0 4.6 NR - 35.4'-35.8': Soft SHALE - 35.8'-36.3': Slightly weathered, slightly fractured 4.6 NR LIMESTONE - 36.4'-36.9': Slightly fractured SHALE NX RC-5 60 88 27 4.6 NR Ui -37'-37.2': LIMESTONE - 37.2'-37.4': Shale seam 4.6 NR -_ o - 38.4'-38.9': Moderately fractured, gray to light gray T Q LIMESTONE 4.6 NR — — z - 38.4'-38.9': Highly weathered, highly fractured LIMESTONE 766.0 40 w - 38.9'-39.2': Shale seam 4.2 NR - 39.5'-40': Slightly weathered SHALE _ _ Z 0 4.2 NR _ _—_ LLOU- 41.2'-41.6': Shale seam it - 41.6'-41.9': Moderately weathered LIMESTONE Ui - 41.9'-42': Shale seam NX RC-6 60 97 58 4.2 NR -- Z -42'-42.3': LIMESTONE - 42.3'-42.9': Soft to medium, highly to slightly — _ weathered SHALE 4.2 NR - — - - 43'-43.4': LIMESTONE - 43.5'-43.7': Shale seam 4.2 NR = _ -44.1'-45': Fossiliferous LIMESTONE - 761.0 45 - T_ Test boring terminated at 45.0 feet bgs. - 756.0 50 - - 751.0 55 - Boring Number: B-107/PZ-A a�' Sheet 1 of 3 Boring Number: CDVA B-108 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 804.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 25.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 6.5 5/10/2024 14:01 Lat: 32.8607810 Long:-97.4228310 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/10/2024 End: 5/10/2024 Logged By: Jenna Song, EIT d N iO N 0.N d J O. d G. M L a � V.3EpEE .R. Material Description Remarks C v 0— CL oZllN Z A y 0J 00 °' a c� O0a.0 o \ Moist, medium stiff, brown, CLAY, some silt, little Grass encountered on ,\` fine to coarse gravel and calcareous nodules, trace ground surface. ST ST-1 24 4 N/A 1.5 \ roots (CL). Moist, medium stiff, brown, CLAY, little silt, trace fine to coarse gravel and calcareous nodules (CH). ST ST-2 24 12 N/A 1.25 J U Moist, medium stiff, brown, CLAY, trace coarse gravel and calcareous nodules (CH). 799.0 5 - ST ST-3 24 8 N/A 1.5 i-------------------------------- Wet, very dense, tan, fine to coarse GRAVEL, trace clay and fine sand (GC). SS SPT 2 50/2" 2 >50 e� _ a 0 d, W Split spoon d, J No Recovery. sample broke and was le SS SPT- 18 33 e e 0 >50 U to be 2 50/2.5" dl from the ground. The driller - 794.0 10 moved the drill \See next page for rock material descriptions. rig \ approximately 1 \ to \ feet to the east t and blank \drilled to \ depth of approximately \ 10 feet below ground surface. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-108 a�' Sheet 2 of 3 Boring Number: CDVA B-108 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 (D a) d d r d m > E0. £ E E w o o v o �_ � a a t `�° Material Description Remarks CL w m �n~ inz' rn a0iv �` _ E 3` a y 0 J 00-1.0 0 See previous page for soil material descriptions. - 799.0 5 - a. a� -794.0 10 v� � 2.6 NR \ Soft, slightly weathered, slightly fractured, dark gray \ SHALE. Moderately hard, slightly weathered, slightly 2.6 NR \ fractured, light gray LIMESTONE. \ - 10.6-11.4': Highly weathered, highly fractured - 11.4'-12': Moderately weathered NX RC-1 60 60 43 2.6 NR \ - 12'-12.9': Tan CLAY and fine SAND (SC) \ Q - 12.9'-13': Moderately weathered, moderately 2.6 NR \ U) fractured 2.6 NR -789.0 15 \ - 16.3'-16.5': Very soft, highly weathered, little coarse �. gravel 3.0 NR \ _ 165-16.7': Moderately hard, slightly weathered, I slightly fractured, light gray LIMESTONE I 3.0 NR - 16.8'-16.9': Moderately weathered, moderately fractured - 17.4'-17.5': Shale seam NX RC-2 60 72 38 3.0 NR - 17.9'-18.3': Medium, slightly to highly weathered, o slightly to highly fractured SHALE - 18.5'-18.7': Shale seam 3.0 NR w - 18.8'-18.9': Shale seam - 18.9'-19.4': Moderately fractured 3.0 NR - 19.6'-19.7': Shale seam - 20'-20.2': Moderately weathered, gray 784.0 20 - 20.2'-20.3': Shale seam Boring Number: B-108 Sheet 3 of 3 a�' Boring Number: CDVA B-1os Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0. £ E E w o o v o �_ � d a a J t `�° Material Description Remarks CL wm p �n~ inz' rn a0iv J d' _ E O" 3` 0 a y G7 2.6 NR o 4- U) L w w 2.6 NR - 21.2'-21.4': Shale seam 21.5'-21.7': Fossiliferous - 21.8'-22.6': Soft, moderately weathered, moderately NX RC-3 60 63 33 2.6 NR \ fractured SHALE Ui - 22.9'-23.2'. Medium 2.6 NR \ U) 2.6 NR -779.0 25 Test boring terminated at 25.0 feet bgs. -774.0 30- - 769.0 35 - - 764.0 40 - Boring Number: B-108 a�' Sheet 1 of 3 Boring Number: CDVA B-109/Pz-B Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 800.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 0.0 5/14/2024 9:00 Lat: 32.8588970 Long:-97.4224360 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/13/2024 End: 5/14/2024 Logged By: G. Chen, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. � V a E p E E 3 Y w a .`@. Material Description Remarks llJ d fn N Z N J C y v Z 00 to 00 °' (L c� 0007 0 Moist to \ wet, medium stiff, gray, CLAY, trace roots Grass encountered on (CH )• ground surface. ST ST-1 24 14 N/A 1.2 } -Very soft (CH). a J U ST ST-2 24 9 N/A 0.4 -Very soft (CH). - 795.0 5 - ST ST-3 24 9 N/A 0.3 w Dry, very loose, gray, weathered LIMESTONE, little o clay. F_ - W Hard material 5; encountered and 0 drilled 8 feet ground p below ground Lu surface for split Of uJ spoon sample. 2 Q W Moist, loose, gray, SHALE, little clay. a SS SPT- 18 12 13 28 a 16 = -790.0 10 \ Wet, hard, tan, CLAY, some fine to coarse gravel - SS S2T 18 50/2" 15 >50 \ � (CH). U See next page for rock material descriptions. 7 Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-109/PZ-B a�' Sheet 2 of 3 Boring Number: CDVA B-109/Pz-B Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 CDa) d d r d m > E£ E E w o o v o �_ � a a t `�° Material Description Remarks wm U) inz' rn a�iv �` _ 3` a y 0 J V 0 i 000.0 0 \ See previous page for soil material descriptions. - 795.0 5 - -790.0 10- Medium, moderately weathered, moderately 5.0 NR fractured, gray to light gray SHALE. _ - 13'-13.4': Slightly fractured SHALE NX RC-1 36 61 11 5.0 NR w J - 13.4'-14': Moderately weathered, extremely 5.0 NR o fractured LIMESTONE -785.0 15 _ — Q - 14'-14.5': Slightly fractured SHALE T z - 14.5'-15': Slightly weathered, moderately fractured 3.0 NR i o LIMESTONE -- Cn --- w 2 3.0 NR g J _ _ o Medium to very hard, slightly weathered, moderately o fractured, gray SHALE. NX RC-2 60 40 23 3.0 NR m - 18'-18.6': Slightly weathered, slightly fractured Lu w LIMESTONE ? - 18.5'-19': Slightly fractured SHALE 3.0 NR - 19'-19.5': Slightly weathered, moderately fractured LIMESTONE 3.0 NR - 195-19.6': Slightly fractured SHALE / Hard, slightly weathered, moderately fractured, gray \ -780.0 20woZ LIMESTONE. Boring Number: B-109/PZ-B Sheet 3 of 3 a�' Boring Number: CDVA B-109/Pz-B Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > CD a) y m E£ E E w o o v o �_ � d a a J t `�° Material Description Remarks wm p U) inz' rn a�iv �` J d' _ e O" 3` 0 a y 6.0 NR Hard, slightly weathered, moderately fractured, gray LIMESTONE. 6.0 NR w z NX RC-3 60 33 0 6.0 NR O CD - - w g 6.0 NR J 6.0 NR -775.0 25 I Hard, highly weathered, extremely fractured, tan to 5.0 NR gray LIMESTONE. - w z 5.0 NR o co w NX RC-4 60 17 0 5.0 NR J o w Ui - 5.0 NR w x Q w 5.0 NR -770.0 30 Test boring terminated at 30.0 feet bgs. - 765.0 35 - - 760.0 40 - Boring Number: B-109/PZ-B a�' Sheet 1 of 2 Boring Number: CDVA B-110 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 799.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 15.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NE Lat: 32.8584890 Long:-97.4223060 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/14/2024 End: 5/14/2024 Logged By: G. Chen, EIT C L O 2 N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� rY 7Vc.G O Grass Moist, soft, dark gray, CLAY, trace fine sand (CH). encountered on ground surface. ST ST-1 24 12 N/A 0.5 \\t Moist, soft, dark gray and tan, CLAY, little fine sand, trace coarse gravel (CH). ST ST-2 24 9 N/A 0.5 Moist, soft, dark gray, CLAY, trace fine sand and fine gravel (CH). 794.0 5 - ST ST-3 24 8 N/A 0.8 Moist, medium stiff, dark gray, CLAY, trace fine sand and fine to coarse gravel (CH). ST ST-4 24 6 N/A 1.4 a U TOP (12"): Moist, hard, dark gray, CLAY, trace SS SPT 18 e 18 35 roots (CH). - - 1 19 BOTTOM (12"): Dry, hard, light tan, CLAY (CL). -789.0 10- - --------------------------------- TOP (6"): Moist, hard, dark gray, CLAY, trace fine SS SPT 18 50/5.5° 13 >50 gravel (CH). i 2 \ BOTTOM (6"): Dry, hard, tan, CLAY (CL). Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-110 Sheet 2 of 2 a�' Boring Number: CDVA B-110 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v w m d y m� y ma E E E� a cm dE£ w Material Description Remarks CL rnm w U)izU) U� c � a f84.0 I5- BOTTOM (6"): Dry, hard, tan, CLAY (CL). Test boring terminated at 15.0 feet bgs. - 779.0 20 - -774.0 25- - 769.0 30 - -764.0 35- Boring Number: B-110 a�' Sheet 1 of 3 Boring Number: CDVA B-111 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 803.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 25.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 6.0 5/14/2024 13:30 Lat: 32.8604280 Long:-97.4228470 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/14/2024 End: 5/15/2024 Logged By: G. Chen, EIT C L O N N y d•� 0.N �v 7 d J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 `� 00 to 000.0 0 - ST ST-1 24 - ST ST-2 24 - 798.0 5 - ST ST-3 24 -793.0 10- SS SPT 6 50/5.5 SPT- 26 SS 2 10 50/4" SS SPT- 12 29 3 50/5.5 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT Moist, soft, brown, CLAY, little coarse gravel, trace Grass encountered on roots (CH). ground surface. 5 N/A 0.6 Moist, medium stiff, dark gray, CLAY, little fine to coarse gravel, trace roots (CH). 11 N/A 1.9 a L) Moist, soft, dark gray, CLAY, little fine to coarse gravel, trace roots (CH). 12 N/A 1.0 Wet, hard, tan and dark gray, CLAY, some fine 2 >50 sand and fine to medium gravel (CH). \ Moist, very dense, tan, weathered SHALE, little 12 >50 clay. w J \a m w Lu Lu --------------------------------- \ Moist, very dense, gray, SHALE. 17 >50 \ a N Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 7/30/2024 Boring Number: B-111 Sheet 2 of 3 a�' Boring Number: CDVA B-111 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 > L E£ E E 3 E� Y w cm t Material Description Remarks w d o U) in z' U) c� U) Z m c v CL rn � a f8b.0 15- � Moist, very dense, gray, SHALE. See next page for rock material descriptions. - 783.0 20 - - 778.0 25 - �- - 773.0 30 - - 768.0 35 - Boring Number: B-111 Sheet 3 of 3 a�' Boring Number: CDVA B-111 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 v" > (D a) y m E0.£ E E w o o v o �_ � d a a J t `�° Material Description Remarks wm p �n~ inz' rn a�iv 0: J d' _ E O" 3` 0 a y G7 f8b.0 15 �_ See previous page for soil material descriptions. 6.0 NR — Medium to hard, slightly weathered, moderately fractured, gray SHALE. 6.0 NR =- —r — — - 17.1'-17.6': Slightly weathered, slightly fractured NX RC-1 60 78 25 6.0 NR w LIMESTONE J _ - 17.6'-17.9': SHALE 6.0 NR o - 17.9'-18.6': Moderately fractured LIMESTONE a - 18.6'-19.3': SHALE 6.0 NR w o - 19.3'-19.6': LIMESTONE 783.0 20 w - 19.6'-20': SHALE Hard, gray LIMESTONE. 3.0 NR J 0 w 3.0 NR 0 m — — Ui z_ Medium, slightly weathered, moderately fractured, NX RC-2 60 77 14 3.0 NR gray SHALE. 3.0 NR - 23.4'-25': Moderately fractured LIMESTONE 3.0 NR -778.0 25 Test boring terminated at 25.0 feet bgs. - 773.0 30 - - 768.0 35 - Boring Number: B-111 a�' Sheet 1 of 3 Boring Number: CDVA B-112 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 804.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 8.0 5/15/2024 11:00 Lat: 32.8601330 Long:-97.4225530 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/15/2024 End: 5/15/2024 Logged By: G. Chen, EIT d N O N C.N IL J C. d G. M L C. (� V3EpEE .R. Material Description Remarks C v 0— CL oZllN Z A y 0J 00 °' a c� rY 001.0 0 Grass Moist, soft, brown, CLAY, trace roots and encountered on calcareous nodules (CH). ground surface. ST ST-1 24 7 N/A 0.9 Moist, soft, dark gray, CLAY, trace coarse gravel, roots, and calcareous nodules (CH). ST ST-2 24 12 N/A 0.9 Moist, medium stiff, dark gray, CLAY, trace roots (CH). 799.0 5 - ST ST-3 24 17 N/A 1.2 Moist, medium stiff, dark gray to light tan, CLAY, a little fine to coarse gravel (CH). J ST ST-4 24 11 N/A 1.3 v _ 1 Wet, hard, brown, CLAY, little medium gravel, trace SS SPT 2 50/2" 5 >50 fine sand (CH). -794.0 10 u, Moist, very dense, gray, SHALE, trace clay. SPT- 46 J SS 2 7 50/11, 8 >50 CO Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-112 Sheet 2 of 3 a�' Boring Number: CDVA B-112 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 > L E£ E E 3 E� Y w cm t Material Description Remarks w d o U) in z' U) c� U) Z � m c v a CL rn iay.0 15� Moist, very dense, qray, SHALE, trace clay. See next page for rock material descriptions. -784.0 20- i i i - 779.0 25 - —_- 3 -774.0 30- - 769.0 35 - Boring Number: B-112 a 11P CDVA Client: City of Fort Worth, TX Project Location: Fort Worth, Texas d d V N m J > d E0. EE Ew oo vo 0� d 0. lL fn N Z fA p" ly6 0 J Qp (7 f89.0 1b 6.0 NR — 6.0 NR =- NX RC-1 60 68 30 6.0 NR_ 6.0 NR -784.0 20 - 779.0 25 -774.0 30 6.0 NR Sheet 3 of 3 Boring Number: B-112 Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Number: 294565 w 6.0 NR U) _ o z 6.0 NR Q w z o NX RC-2 60 82 25 6.0 NR —_ LU J 6.0 NR -- o o 0 i-- - m 6.0 NR Lu- z 6.0 NR 6.0 NR i NX RC-3 60 100 7 6.0 NR 6.0 NR 6.0 NR Material Description See previous page for soil material descriptions. Medium to hard, slightly weathered, moderately fractured, gray to light gray SHALE. - 16.9'-18': Slightly fractured SHALE - 18'-18.1': Slightly weathered, slightly fractured LIMESTONE - 18.1'-18.6': SHALE - 18.6'-18.7': LIMESTONE - 18.7'-19.2': Slightly fractured SHALE Medium to hard, slightly to moderately weathered, moderately fractured, gray to light gray LIMESTONE - 21.1'-21.3': Slightly fractured SHALE - 21.3'-21.6': Slightly weathered, slightly fractured LIMESTONE - 21.6'-21.9': Slightly fractured SHALE - 21.9'-22.1': Slightly weathered, slightly fractured LIMESTONE - 22.1'-22.6': Slightly fractured SHALE - 22.6'-25': Slightly weathered LIMESTONE Medium to hard, slightly weathered, moderately fractured, gray to light gray SHALE. - 26.4'-28': Slightly weathered LIMESTONE - 28'-29.1': SHALE - 29.1'-30': Slightly fractured LIMESTONE Test boring terminated at 30.0 feet bgs. Remarks - 769.0 35 - Boring Number: B-112 a�' Sheet 1 of 3 Boring Number: CDVA B-113 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 803.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NE Lat: 32.8597190 Long:-97.4224580 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/15/2024 End: 5/15/2024 Logged By: G. Chen, EIT C L O N N y d•� 0.N �v 7 d J R aE p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 `� 00 to 000.0 0 - ST ST-1 24 - ST ST-2 24 - 798.0 5 - ST ST-3 24 -793.0 10 - ST ST-4 24 - ST ST-5 24 - ST ST-6 24 Sample Types AS -Auger/Grab Sample HP - Hydro Punch CS - California Sampler SS - Split Spoon NQ - 1.9" Rock Core ST - Shelby Tube NX - 2.2" Rock Core WS - Wash Sample GP - Geoprobe Reviewed by: Jenna Song, EIT \ Moist, stiff, dark brown, CLAY, trace roots and Grass encountered on medium gravel (CH). ground surface. 8 N/A 2.8 Moist, stiff, brown to dark brown, CLAY, trace medium gravel, roots, and calcareous nodules 8 N/A 3.5 (CH). Moist, stiff, dark brown, CLAY, trace roots and calcareous nodules (CH). 9 N/A 2.7 Moist, stiff, dark brown, CLAY, trace fine gravel and roots (CH). 17 N/A 2.2 a U Moist, medium stiff, dark brown, CLAY, trace fine gravel (CH). 16 N/A 2.0 Moist, medium stiff, tan to brown, CLAY, little weathered shale, trace medium gravel and 14 N/A 1.3 calcareous nodules (CH). Consistency vs Blowcount/Foot Burmister Classification Granular (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20% V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Date: 7/30/2024 Boring Number: B-113 a�' Sheet 2 of 3 Boring Number: CDVA B-113 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 cm vw, d d y d '.� C_ N d d J m > L E£ E E 3 E� Y w t ;° Material Description Remarks w d U) in z' U) c� U) Z c v CL rn o � m a f8b.0 I \ Moist, medium stiff, tan to brown, CLAY, little weathered shale, trace medium gravel and calcareous nodules (CH). a J _ _ U w Moist, very dense, gray to tan gray, SHALE. SPT- SS 4 50/4" 7 >50 U) 783.0 20 \ See next page for rock material descriptions. - 778.0 25 - - 773.0 30 - - 768.0 35 - Boring Number: B-113 a�' Sheet 3 of 3 Boring Number: CDVA B-113 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 (D a) d d r d m > E0.£ E E w o o v o �_ � a a t `�° Material Description Remarks wm �n~ inz' rn a�iv 0: _ E 3` a y 0 J f8b.0 1b- \ See previous page for soil material descriptions. -7 83 0 20 Medium, slightly weathered, moderately fractured, 6.0 NR gray SHALE. 6.0 NR Nx RC-1 60 83 32 6.0 NR Hard, slightly weathered, moderately fractured, light gray LIMESTONE. 6.0 NR 6.0 NR z 0 778.0 25 LU Medium to hard, gray to light gray LIMESTONE. 5.0 NR J 5.0 NR NX RC-2 60 62 17 5.0 NR 5.0 NR - - 28.3'-29.3': Slightly fractured SHALE 5.0 NR - 29.3'-30': Slightly fractured LIMESTONE -773.0 30 Test boring terminated at 30.0 feet bgs. - 768.0 35 - Boring Number: B-113 a�' Sheet 1 of 3 Boring Number: CDVA B-114 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 800.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 5.0 5/17/2024 10:01 Lat: 32.8592440 Long:-97.4224530 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/17/2024 End: 5/17/2024 Logged By: G. Chen, EIT d N O N C.N it —1C. d G. M L C. (� V3EpEE .R. Material Description Remarks C v 0— CL oZllN Z A y 0J 00 °' (L c� rY 000.0 0 \ Moist, very soft, dark brown, CLAY, trace roots Grass encountered on (CH )• ground surface. - ST ST-1 24 13 N/A 0.2 -Soft (CH). Spoon refusal encountered at 2 feet below - ST ST-2 24 8 N/A 0.6 >a ground surface. \\ � U Moist, medium stiff, tan, CLAY, trace fine sand and SS SPT 18 4 11 6 fine gravel (CH). -7957 5- 1 2 -------------------------------- Moist to wet, dense, tan and orange, weathered SS SPT 12 18 15 10 32 \ SHALE, little clay. 2 17 Moist to wet, very dense, brown to tan, weathered SS S 3T 6 50/5.5" 3 >50 \ SHALE, little clay. uJ a_ 790.0 10 \ 0 w Lu Lu SPT- 12 -Dense. SS 4 18 15 18 32 17 Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-114 Sheet 2 of 3 a�' Boring Number: CDVA B-114 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 > L E£ E E 3 E� Y w cm t Material Description Remarks w d o U) in z' U) c� U) Z m c v CL rn � (L /85.0 15 -Dense. W Q U) \ Of \, W Q W \, \. Moist to wet, very dense, gray, SHALE, trace clay. SPT- SS 5 3 50/3" 4 >50 \ W = - 780.0 20 See next page for rock material descriptions. — _ - 775.0 25 - —_- - 770.0 30 - - 765.0 35 - Boring Number: B-114 CDVA11P Client: City of Fort Worth, TX Project Location: Fort Worth, Texas d d d V N m d J > E0. EE Ew oo vo 0� 0. LU 0 fn N Z fA J p" Qp ly6 (7 -7 80 0 20 6.0 NR 6.0 NR NX RC-1 60 98 50 6.0 NR LL 6.0 NR 9 — — LL 6.0 NR c - 775.0 25 u 5.0 NR - c u — c 5.0 NR T LL -- LL NX RC-2 60 83 28 5.0 NR 5.0 NR 5.0 NR - 770.0 30 Sheet 3 of 3 Boring Number: B-114 Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Number: 294565 Material Description See previous page for soil material descriptions. Medium to hard, slightly weathered, moderately fractured, dark gray to gray SHALE. - 21'-23.2': Slightly weathered, moderately fractured LIMESTONE - 23.2'-24': Slightly fractured SHALE - 24'-25': Slightly fractured LIMESTONE SHALE - 26.9'-28.2': LIMESTONE - 28.2'-29': Slightly fractured SHALE - 29'-30': Slightly fractured LIMESTONE Test boring terminated at 30.0 feet bgs. Remarks - 765.0 35 - Boring Number: B-114 a�' Sheet 1 of 2 Boring Number: CDVA B-115 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 802.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 15.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NE Lat: 32.8584580 Long:-97.4234440 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/17/2024 End: 5/17/2024 Logged By: G. Chen, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' (L c� rY 002.0 0 Moist, very soft, dark brown, CLAY, trace roots Grass encountered on (CH )• ground surface. - - ST ST-1 24 14 N/A 0.3 -Soft (CH). \\ ST ST-2 24 8 N/A 0.7 U \X Dry, stiff, brown, CLAY, little fine to coarse gravel, SS SPT 18 s 11 11 21 trace roots (CH). -797.0 5- 1 6 -------------------------------- o Dry, very dense, brown, weathered SHALE, little SS S ZT 4 5o/a° 10 >50 \ w J clay. Lu ai - -------------------------------- Dry, hard, brown to gray, CLAY, some weathered SS SPT 3 50/3" 6 >50 shale (CH). -792.0 10- a J U Moist, hard, tan and brown, CLAY and weathered SS SPT 5 50/51, 6 >50 \ SHALE (CH). 0 Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-115 Sheet 2 of 2 a�' Boring Number: CDVA B-115 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 cm > L E£ E E 3 E� Y w v t Material Description Remarks w d o U) in z' U) c� U) Z m c CL rn � a iai.0 15 Moist, hard, tan and brown, CLAY and weathered 1 SHALE {CH). ' test boring terminated at 15.0 feet bgs. - 782.0 20 - - 777.0 25 - - 772.0 30 - - 767.0 35 - Boring Number: B-115 a�' Sheet 1 of 1 Boring Number: CDVA B-116 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 802.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 10.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 10.0 5/17/2024 11:24 Lat: 32.8594310 Long:-97.4238580 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/17/2024 End: 5/17/2024 Logged By: G. Chen, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� 002.0 0 Grass Moist, soft, dark brown, CLAY, trace roots (CH). encountered on ground surface. ST ST-1 24 11 N/A 0.7 Moist, medium stiff, brown, CLAY, trace fine gravel (CH). - ST ST-2 24 12 N/A 1.7 Dry, medium stiff, tan to brown, CLAY, little silt and L) fine to medium gravel (CH). 797.0 5 - ST ST-3 24 17 N/A 1.6 \ Dry, hard, tan, orange, and brown, CLAY and SS SPT- 5 50/4.5" 10 >50 weathered SHALE, trace fine gravel (CH). ui W Dry, very dense, tan, weathered SHALE. W J SS S ZT 5 50/5" 10 >50 a T- 792.� 10 \ � � Test boring terminated at 10.0 feet bgs. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% N- 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-116 Sheet 1 of 1 a�' Boring Number: CDVA B-117 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Tyler Ritcherson Surface Elevation (ft): 806.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 10.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NE Lat: 32.8609330 Long:-97.4251060 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/17/2024 End: 5/17/2024 Logged By: G. Chen, EIT C L N N y d•� 0.N �v 7 O d J R aE p E E 3 Y w a .`@. Material Description Remarks Lu d to N Z rn J C y v Z 00 00 `� to °' rY a c� 000.0 0 Moist, medium stiff, dark brown and gray, CLAY, Grass encountered on little coarse gravel (CH). ground surface. ST ST-1 24 8 N/A 1.8 Q J U � � Dr medium dense, brown and gray, medium to Y� 9 Y� - 16 SS SPT- 18 9 8 14 i' w coarse GRAVEL, some clay (GW-GC). 1 5 j• 0 Moist to AN61t, medium dense, brown, weathered -801.0 5- SPT- \ SHALE, little clay and silt, trace fine to medium SS 18 5 16 19 2 14 \ gravel. \ a 0 w w Dry, very dense, brown and gray, weathered SPT- 20 \ = SHALE. SS 18 20 15 51 3 Lu 31 \ --------------------------------- Wet, dense, brown and gray, SHALE, little clay. SS S4T 18 9 17 31 22 \, \ CO - 796.0 10 Test boring terminated at 10.0 feet bgs. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): 9 p SS - Split Spoon Fine Grained (Clay): and 50 - 35% some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: No - 1.9" Rock Core 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% WS - Wash Sample Loose: NX - 2.2" Rock Core GP - Geoprobe M. Dense: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/30/2024 Boring Number: B-117 a�' Sheet 1 of 1 Boring Number: CDVA B-118 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Jesse Surface Elevation (ft): 805.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 10.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time NR Lat: 32.8591560 Long:-97.4246390 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/21/2024 End: 5/21/2024 Logged By: G. Chen, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� 00L.0 0 Grass Moist, very stiff, brown, CLAY, trace roots (CH). encountered on ground surface. ST ST-1 24 10 N/A 4.5 Moist, soft, brown, CLAY, trace silt, coarse gravel, \� - ST ST-2 24 11 N/A 0.7 \ a and roots (CH). \\\, O Dry, medium stiff, brown, CLAY, little silt, trace roots (CL). 800.0 5 - ST ST-3 24 8 N/A 1.4 -------------------------------- Dry, very dense, tan and brown, weathered ROCK, SS SPT- 3 50/2.5" 1 >50 !' Y trace silt. O O l\� 0 0 Lu w Dry, very dense, tan, weathered ROCK. \\ a SS SPT- 2 6 50/5.5" 9 >50 w 3: 795.0 10 Test boring terminated at 10.0 feet bgs. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/25/2024 Boring Number: B-118 a 111i B CDVA B Client: City of Fort Worth, TX Proj Project Location: Fort Worth, Texas Proj Drilling Contractor/Driller: CoreCo USA, Inc./Jesse Drilling Method/Bore Hole Diameter: HSAA in. Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in Bore Hole Location: Lat: 32.8598280 Long:-97.4243530 Drilling Date: Start: 5/21/2024 End: 5/21/2024 C L O _N N y d•� C.a) �v j tl J R t C. Q G. & t ,n t C. > cEa p E E Ern 3 c �> > Y w a w w cn wz rn o� yz 0- 0 R y o � in „ a � 0oa.0 0 ST ST-1 24 15 N/A 4.5 a U ST ST-2 24 11 N/A 1.5 799.0 5 - ST ST-3 24 8 N/A 2.0 \ w a o W w x SPT SPT 18 0 N/A \ Lu -794.0 10- Sheet 1 of 1 oring Number: -119 ect Name: Eagle Mountain Water Treatment Plant Phase 4 ect Number: 294565 Surface Elevation (ft): 804.0 Total Depth (ft): 8.0 Depth to Initial Water Level (ft): Depth Date Time NR Abandonment Method: Backfilled with soil cuttings. Logged By: G. Chen, EIT Material Description Remarks Moist, very stiff, dark brown to brown, CLAY, trace Grass encountered on silt and roots (CH). ground surface. Moist, medium stiff, dark brown, CLAY, trace fine to medium coarse gravel and roots (CH). TOP (5"): Moist, medium stiff, brown, CLAY (CH). BOTTOM (4"): Dry, loose, tan, weathered SHALE. No Recovery.Slit s sampleoon attempted at 6.5 to 8 feet below ground surface. Weathered shale ----------------------et—bgs ---- encountered. Test boring terminated at 8.0 feet bgs. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/25/2024 Boring Number: B-119 a�' Sheet 1 of 1 Boring Number: CDVA B-120 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Jesse Surface Elevation (ft): 801.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 10.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 2.0 5/21/2024 10:58 Lat: 32.8595470 Long:-97.4230390 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/21/2024 End: 5/21/2024 Logged By: G. Chen, EIT C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� 001.0 0 Moist, very stiff, dark brown, CLAY, trace coarse Grass encountered on gravel and roots (CH). ground surface. - - ST ST-1 24 11 N/A 4.5 1 Moist, medium stiff, dark brown, CLAY, trace roots (CH). ST ST-2 24 8 N/A 1.1 a J v -Soft (CH). 796.0 5 - ST ST-3 24 10 N/A 1.0 \ TOP (5"): Moist, hard, dark brown, CLAY (CH). SS SPT- 12 18 27 11 45 \ w Dry, dense, tan, weathered SHALE. 1 18 \ \ _ o -Wet, very dense. \ w Of w x SS S 2T 10 50 4„ 11 >50 w - 791.0 10 Test boring terminated at 10.0 feet bgs. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/25/2024 Boring Number: B-120 a�' Sheet 1 of 1 Boring Number: CDVA B-121 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: CoreCo USA, Inc./Jesse Surface Elevation (ft): 803.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 10.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 2.0 5/21/2024 11:32 Lat: 32.8600330 Long:-97.4234750 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 5/21/2024 End: 5/21/2024 Logged By: C. Rauss, PE C L O N N y d•� C.N �v 7 d J R C. d G. M O. L C. (� V a E p E E 3 Y w a .`@. Material Description Remarks llJ d to N Z rA J C y v Z 00 to 00 °' a c� 000.0 0 Moist, very stiff, dark brown, CLAY, trace roots Grass encountered on (CH). ground surface. ST ST-1 24 8 N/A 4.5 1 -Medium stiff (CH). ST ST-2 24 11 N/A 1.5 g Moist, medium stiff, dark brown, CLAY, trace fine L) gravel and roots (CH). 798.0 5 - ST ST-3 24 12 N/A 1.5 Moist, medium stiff, dark brown to brown, CLAY, trace coarse to fine gravel and silt (CH). - - ST ST-4 24 14 N/A 1.3 w \\\, W Y Wet very dense tan weathered ROCK trace clay. SPT 21 ��' = o SS 16 24 6 >74 � � 1 50/3.5" \ ui o - 793.0 10 Test boring terminated at 10.0 feet bgs. Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% No - 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 7/25/2024 Boring Number: B-121 Sheet 1 of 3 Z�' Boring Number: CDVA B-122 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: Terracon Consultants, Inc./Scott Campbell Surface Elevation (ft): 804.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 12.0 11/12/2024 13:06 Lat: 32.8598908 Long:-97.4221664 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 11/12/2024 End: 11/12/2024 Logged By: G. Chen, EIT L = 0 O. Q C. M0. O. t L C. iT U t ,n Q E >, E E E 3 c E j t Material Description Remarks N R H N 7 N C O— O U- fq lL r7 to N Z rn J m N 0 Z R Y 001.0 0 Blank drilled to 13.5 feet below ground surface. - 799.0 5 - -794.0 10- Wet, very dense, gray to brown, SHALE, little clay. SS SS-1 12 5035.5" 12 >50 Q Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% N- 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 12/3/2024 Boring Number: B-122 a�' Sheet 2 of 3 Boring Number: CDVA B-122 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 0 d `- :ice Q J > £ 3 E > t `�° Material Description Remarks m o- 0 in lL 0 N N Z fA J m N Z tb9.0 I5 - \ Wet, very dense, gray to brown, SHALE, little clay. _ _ _ _ _ J See next page for rock material descriptions. - 784.0 20 - - 779.0 25 - \_ -774.0 30- — - - 769.0 35 - Boring Number: B-122 a�' Sheet 3 of 3 Boring Number: CDVA B-122 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 > E£ E E r o o v o �_ a s t a Material Description Remarks W C tq~ fqZ 1 Nv 0: _ O" 3v to N p J d' G tb9.0 15 See previous a e for soil material descriptions. NR NR \ Medium, slightly weathered, slightly fractured, gray to NR NR light gray SHALE. NX RC-1 60 78 78 NR NR NR NR - 18'10" to 19'1": Limestone seam NR NR w 784.0 20 a \ � Soft to moderately hard, slightly weathered, slightly NR NR \ fractured, gray to light gray SHALE. - 20'2" to 207": Limestone seam NR NR NX RC-2 60 97 83 NR NR NR NR NR NR \ \_ - 24'4" to 24'9": Limestone seam ` - 779.0 25 - w ---------------------------------- - 25' to 25'3":, slightly weathered , moderately NR NR = fractured LIMESTONE . —= o Soft to moderately hard, slightly weathered, —T a moderately fractured, gray to light gray LIMESTONE NR NR w and SHALE. _ = o -25'3" to 25'5":, slightly weathered , slightly fractured NX RC-3 60 98 52 NR NR UJ SHALE. J - 25'5" to 25'6":, slightly weathered , slightly fractured — o LIMESTONE. NR NR i o - 25'6" to 27'5":, moderately weathered , moderately = Ui fractured SHALE . m Of w - 27'5" to 28'4":, slightly weathered , moderately NR NR z fractured LIMESTONE . - 774.0 30 -28'4" to 29'2":, slightly weathered , slightly fractured SHALE. - 29'2" to 30':, slightly weathered , slightly fractured SHALE. Test boring terminated at 30.0 feet bgs. - 769.0 35 - Boring Number: B-122 Sheet 1 of 3 Z�' Boring Number: CDVA B-123 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: Terracon Consultants, Inc./Scott Campbell Surface Elevation (ft): 803.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 30.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 12.0 11/12/2024 10:30 Lat: 32.8604188 Long:-97.4227996 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 11/12/2024 End: 11/12/2024 Logged By: G. Chen, EIT L = 0 O. Q C. M0. O. t L C. iT U t ,n Q E >, E E E 3 c E j t Material Description Remarks N R H N 7 N C O— O U- fq lL r7 to N Z rn J m N 0 Z R Y 000.0 0 Blank drilled to 13.5 feet below ground surface. - 798.0 5 - -793.0 10- 32 5„ 12 >5o J Wet, very dense, gray, SHALE, trace clay. SS SS-1 9 50 a Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular (Sand): Fine Grained (Clay): and 50 - 35% 9 p SS - Split Spoon some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% N- 1.9" Rock Core WS - Wash Sample Loose: 4-10 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% NX - 2.2" Rock Core GP - Geoprobe M. Dense: 10-30 M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 12/3/2024 Boring Number: B-123 Sheet 2 of 3 a�' Boring Number: CDVA B-123 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 > m d Q N v 7 £ 3 E > 0 J A t `�° Material Description Remarks lL 0 o- 0 N N Z fA J m N Z in tbb.0 1 b " �� Wet, ver)� dense, _gray, SHALE, trace clay. _ _ _ _ _ _ _ _ _ _ J - - See next page for rock material descriptions. - 783.0 20 - - 778.0 25 - —_- - 773.0 30 - — - - 768.0 35 - Boring Number: B-123 CDVA11P Client: City of Fort Worth, TX Project Location: Fort Worth, Texas s ay o '0 a .N 13) V > E E E E o c7 a oCL s s LU p J d' O" G tbb.0 1 b NR NR --- NR NR =- -r NX RC-1 60 83 63 NR NR NR NR — - T i NR NR - 783.0 20 - - -_ u NR NR T i NR NR L � a u -- C NX RC-2 60 93 59 NR NR u NR NR c c u NR NR T F L - 778.0 25 — — NR NR NR NR Z NX RC-3 60 100 54 NR NR NR NR NR NR r� - 773.0 30 - 768.0 35 - Sheet 3 of 3 Boring Number: B-123 Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Number: 294565 Material Description See previous page for soil material descriptions. - J Soft to moderately hard, slightly weathered, slightly fractured, gray to light gray SHALE. - 15'9" to 17':, slightly weathered LIMESTONE . Soft to moderately hard, slightly weathered, slightly fractured, gray to light gray LIMESTONE and SHALE. Soft to moderately hard, slightly weathered, moderately fractured, gray to light gray LIMESTONE and SHALE. ---------------- Test boring terminated at 30.0 feet bgs. Remarks Boring Number: B-123 Sheet 1 of 3 Z�' Boring Number: CDVA B-124 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 Drilling Contractor/Driller: Terracon Consultants, Inc./Scott Campbell Surface Elevation (ft): 803.0 Drilling Method/Bore Hole Diameter: HSAA in. Total Depth (ft): 25.0 Hammer Style/Weight/Drop Height/Spoon Size: Automatic/140 Ib/30 in./2 in. Depth to Initial Water Level (ft): Bore Hole Location: Depth Date Time 7.5 11/12/2024 10:51 Lat: 32.8615421 Long:-97.4233480 Abandonment Method: Backfilled with soil cuttings. Drilling Date: Start: 11/12/2024 End: 11/12/2024 Logged By: G. Chen, EIT C L V T d d d•� 0.N 2v j d O J R c E a £ E E 3 m Y w 15 Material Description Remarks LU d to ~ N Z rn J C to v Z 00 OO v CL to °' rY a c� 000.0 0 Moist, very stiff, brown, CLAY, little coarse gravel, \ trace coarse sand (CH). ST ST-1 24 10 N/A 4.5 } Moist, very stiff, brown, CLAY, trace coarse gravel (CH). U ST ST-2 24 8 N/A 4.5 Moist, medium stiff, brown, CLAY, trace coarse ST ST-3 12 6 N/A 1.0 \ gravel (CH). 798.0 5 4 : Moist, very dense, brown to light tan, fine to coarse 29 SS SS-4 18 35 11 >85 GRAVEL, some clay GW-GC = w y ( )' 50/5.5" .� • ' C7 • i Wet, very dense, brown, WEATHERED ROCK, SS SS-5 12 50/5.5" 13 >50 little clay. SS SS-6 3 50/3" 3 >50 Wet, very dense, brown, WEATHERED SHALE, Y little clay. \, U O -793.0 10- '' w W w LU Wet, very dense, gray, SHALE. 16 w SS SS-7 18 29 21 71 \ 42 cn Sample Types Consistency vs Blowcount/Foot Burmister Classification AS - Au Auger/Grab Sample HP - Hydro Punch Granular 9 p SS - Split Spoon (Sand): Fine Grained (Clay): and 50 - 35% some 35 - 20 /o CS - California Sampler ST - Shelby Tube V. Loose: N- 1.9" Rock Core 0-4 Dense: 30-50 V. Soft: <2 Stiff: 8-15 little 20 - 10% WS - Wash Sample Loose: NX - 2.2" Rock Core GP - Geoprobe M. Dense: 4-10 10-30 V. Dense: >50 Soft: 2-4 V. Stiff: 15-30 trace < 10% M. Stiff: 4-8 Hard: >30 moisture, density, color Reviewed by: Jenna Song, EIT Date: 12/3/2024 Boring Number: B-124 Sheet 2 of 3 a�' Boring Number: CDVA B-124 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 s a (D v E£ E E E d a 0 m `�° > w d 3 r in~ c� in 0 Y N t Material Description Remarks C in o nz' rn Z � m o" a tbb.0 1 b ==��` Wet, very dense, _gray, SHALE. See next page for rock material descriptions. --r - 783.0 20 - - 778.0 25 - �- - 773.0 30 - - 768.0 35 - Boring Number: B-124 Sheet 3 of 3 a�' Boring Number: CDVA B-124 Client: City of Fort Worth, TX Project Name: Eagle Mountain Water Treatment Plant Phase 4 Project Location: Fort Worth, Texas Project Number: 294565 > E£ E E r o o v o �_ a s 13) t a Material Description Remarks w C p in~ inz0 rn dv 0: J d' _ O" 3v G a N fbs.0 15 = See previous page for soil material descriptions. - J NR NR - — - Soft to moderately hard, slightly weathered, slightly fractured, gray to light gray LIMESTONE and SHALE. NR NR =— T i NX RC-1 60 95 68 NR NR w Q NR NR — - i a NR NR -- w o 783.0 20 'Ui _ _ Soft to moderately hard, slightly weathered, slightly NR NR T o fractured, gray to light gray LIMESTONE and o SHALE. NR NR 0 m Ll= Of z NX RC-2 60 97 91 NR NR — — �� z_ NR NR NR NR - 778.0 25 Test boring terminated at 25.0 feet bgs. - 773.0 30 - - 768.0 35 - Boring Number: B-124 2.0 1 SITE AND SUBSURFACE CONDITIONS Appendix C - Geophysical Exploration Report at the Eagle Mountain Water Treatment Plant Smith EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE C-1 961HRIG inc 212 N. Main PO Box 46 Muenster, TX 76252 940-759-2915 Fax: 940-759-2916 www.gehriginc.com TBPE Firm Reg. #F-10736 TBPG Firm Reg. #50305 Geophysical Exploration Report at the Eagle Mountain Water Treatment Plant Fort Worth, Texas September 26, 2024 Prepared for. Smith Prepared inc Michael D. Gehrig, P.G., P.E. President --NNI% . low 00 /....:........................... MICHAEL D. GEHRIG rl q: 9.2628• rrt�ofi•• ��c Eo.: �w��: �l� SSIpNAL��'G, r �t ��PqE OF rF���iJ 10r, * i� Michael D. Gehrig j rr Geophysics j pT 10098 OOe r L�CE�y�E� . �l �NAt sr The engineering and geoscientist seals appearing on this document were authorized by Michael D. Gehrig, P.E., P.G. #92628 and #10098 on September 26, 2024 employed by Gehrig, Inc. (TBPE Firm Reg. # F10736, TBPG Firm Reg. #50305). Record copy is on file. This document may not be changed without written permission from Michael D. Gehrig, P.G., P.E. Geoscience 0 Geophysics 0 Forensics 0 Consulting @GEHRIG inc REPORTINDEX Smith A. INTRODUCTION....................................................................... 3 B. DOCUMENTATION REVIEW ..................................................... 3 C. NEAR SURFACE GEOPHYSICAL EXPLORATION TECHNIQUES... 3 D. SEISMIC EXPLORATION METHODS .......................................... 4 E. INTERPRETATION OF GEOPHYSICAL RESULTS ........................ 6 F. REFERENCES....................................................................... 8 G. LIMITATIONS.......................................................................... 9 APPENDIX A — GEOPHYSICAL DATA Figure 1 — Overall Layout Figure 2 — SRT Line 1 Figure 3 — SRT Line 2 Figure 4 — SRT Line 3 Figure 5 — SRT Line 4 Figure 6 — Geophysical Summary Sheet Project No. 24-10-036 Page 2 @G[HnIGinc smith Geophysical Exploration Report Eagle Mountain Water Treatment Plant Fort Worth, Texas A. INTRODUCTION Gehrig, Inc. is pleased to submit this geophysical exploration report for the Eagle Mountain Water Treatment Plant in Fort Worth, Texas. Gehrig, Inc. was retained by CDM Smith to conduct seismic refraction tomography (SRT) surveys. The main objective is to provide depth estimations to the top of competent rock (TOR) and top of weathered rock (TOWR) based on the SRT surveys aided by geotechnical well control information. Four field personnel from Gehrig, Inc. conducted the geophysical field investigation on September 10, 2024. Seismic acquisition was performed using SmartSolo nodal data acquisition units for recording seismic waves. Fixed length spreads were deployed. B. DOCUMENTATION REVIEW I. Regional Geologic Conditions According to the geologic atlas of Texas (Dallas Sheet) and our experience with the geologic formations in this area, this site is underlain by Fort Worth Limestone and Duck Creek Formation undivided of the Lower Cretaceous geologic age. The Fort Worth Limestone consists of limestone and clay. The limestone beds become thicker and more massive southward. Marine megafossils are present. Thickness is approximately 25 to 35 feet. The Duck Creek Formation generally consists of surficial dark gray clay weathered from limestone grading to yellowish gray to yellowish brown clays. The clays are typically underlain by thin beds of limestone containing marine megafossils. Thickness varies between 30 to 100 feet and thins southwards. II. Site Specific Geotechnical Testing The site specific geotechnical boring logs [3] were reviewed to provide lithological control. Geotechnical boring locations are superimposed on Figure 1. C. NEAR SURFACE GEOPHYSICAL EXPLORATION TECHNIQUES Near surface geophysical exploration techniques are typically defined as exploratory techniques for the upper 100+ feet of the subsurface profile. Geophysical testing provides relatively non-destructive means of assessing subsurface conditions below ground level. There are several near surface geophysical techniques which can be implemented, namely seismic reflection and refraction, multi -channel analysis of surface waves (MASW), ground penetrating radar, electrical resistivity tomography (ERT) and induced polarization (IP), electromagnetic mapping, gravity, and magnetic surveying. Each technique has its pros and cons based on given subsurface geologic conditions, project scope, Project No. 24-10-036 Page 3 cReDGEHRIG inn Smith economics, etc. Geophysical techniques can also be used to better identify points or areas of interest for further invasive testing, i.e. test pits, geotechnical borings, etc. Pertinent information regarding material differences of various sites was obtained using the seismic refraction tomography (SRT) technique. SRT profiling was performed in general accordance with the guidelines set forth in ASTM-5777 [4]. These methods are non-invasive. The main advantage of this technique is the relatively rapid characterization of the subsurface in a 2D survey area, albeit at a resolution lower in comparison to invasive characterization via 1 D exploratory borings. By the very nature of geophysical exploration techniques, acquired data has an inherit depth uncertainty in comparison to more destructive exploration techniques such as geotechnical borings or test pit excavation. It should be stated that estimated depths with geophysical exploration techniques cannot be construed as exact depth measurements. Figure 1 plots the overall SRT layout along with the nearby geotechnical borings. The geophysical lines were surveyed using a Stonex 900A GNSS receiver capable of tracking both GPS and GLONASS satellites. The GPS uses Atlas GNSS Global Correction Service technology to deliver sub -decimeter (i.e. 4-inch accuracy) spatial accuracy in the field. D. SEISMIC EXPLORATION METHODS Seismic exploration methods involve generating acoustic energy into the subsurface by means of an energy source. A 16-pound sledgehammer striking a 12"x12" steel plate was used as the energy source. Geophones are laid out in linear array on the surface recording the incoming acoustic waves such as direct arrivals, refracted waves, reflected waves, and surface waves. The acoustic waves propagate into the subsurface at a velocity dependent upon the elastic properties of the material that they travel through. When the waves reach a contact interface, where the density and/or velocity changes significantly, a portion of the energy is reflected to the surface, and the remainder is transmitted into the lower layer. Where the velocity of the lower layer is higher than that of the upper layer, a portion of the energy is also critically refracted along the interface. Critically refracted waves travel along the interface at the velocity of the lower layer and continually refract energy back to surface. Background or cultural noise (i.e. road traffic, heavy construction equipment, etc.) is also recorded during data collection. I. Seismic Refraction The refraction method consists of measuring the travel times of compressional waves (P-wave) generated by an energy source. The energy is detected, amplified, and recorded by a seismograph. The instant of the impact, or "zero - time," is recorded on the record of arriving pulses. The raw data, therefore, consists of travel times and distances, and this time -distance information is then manipulated to convert it into the format of velocity variations with depth. Project No. 24-10-036 Page 4 @G[HRIG inc smith Gehrig, Inc. utilizes Rayfract to invert the data. This software allows us to pick the P-wave first breaks based on the seismic traces. The first break is the fastest travel time of seismic waves between source and receiver. The seismic tomography method then allows the imaging of seismic wave velocity distribution in the subsurface as based on these first breaks and the recording geometry. The method iteratively improves a subsurface velocity model and models how seismic waves propagate through the model. The computation ends once the modeled first breaks optimally fit the measured and picked first breaks. For this site, the main purpose of seismic refraction processing is to estimate top of rock using time -to - depth wavefront conversion. Diagram 1 provides the seismic refraction survey scale bar in feet per second along with generalized interpretation key associated with the scale bar. This key is also located in the seismic refraction dataset figures. Higher P-wave velocities are represented by the dark brown and tan colors indicative of the Cretaceous age limestone and shales. The lower P-wave velocities are represented by the dark blue colors indicative of the overlaying residual soils. The modeled transition velocity representing weathered top of rock is 4,400 feet per second as represented by the hashed white line. This is based on the main refractor documented in the refraction surveys. The modeled transition velocity representing top of competent rock is 6,000 feet per second. This is represented by the solid white line. Diagram 1. Seismic Refraction Tomography (SRT) Scale Bar and Interpretation Key Estimated Top of Competent Rock Estimated Top of Weathered Rock (Main Refractor) Project No. 24-10-036 Page 5 cReDGEHRIG inc IAtn E. INTERPRETATION OF GEOPHYSICAL RESULTS The primary objective of this study was to estimate top of weathered rock (TOWR) and top of rock (TOR) using seismic refraction methods. Based primarily on seismic refraction results, weathered rock and top of competent rock designations were delineated on the geophysical datasets. Weathered rock is defined as bulk rock material where original mass matrix is largely intact. Weathered rock designation typically includes moderate, severe, to completely weathered rock as typically defined by the geotechnical engineering community. Weathered rock may also include interbedded (fine to massive) soil layers and/or thin interbedded competent rock layers. Competent rock is normally classified as rock with moderate, slight to no degree of weathering. These designations are based strictly off geophysical datasets with the aid of geotechnical boring control [3]. Depth variations of weathered (TOWR) and competent rock (TOR) should be anticipated. I. Top of Rock Designations and Estimations A two refractor model was chosen to provide geophysical guidance between the residual soils, weathered rock, and the fast velocity geology. Typically, a notable increase in P-wave velocity occurs between residual soil deposits and the underlying Cretaceous aged rock formations. Based on boring ties, the dominate main refractor occurred at or near the top of weathered rock. In each of the SRT profiles, the estimated top of weathered rock and top of competent rock is delineated by the dashed and solid white lines, respectively. The P-wave geophysical contrasts are nominal between the residual soil and top of weathered rock. This may be attributed to the highly weathered state of the rock and/or interbedded soil layers found in several of the geotechnical borings. A slight increase in P-wave velocity occurred when the bulk geology predominately consists of weathered rock. This is represented by the yellow and orange colors in the SRT profiles. In comparison, a slight decrease in P-wave velocity occurred when the bulk geology predominately consists of residual soil. This is represented by the deeper green colors. In general, the geophysical rock estimations comport reasonably well with boring control information. Figure 6 provides a statistical summary between the TOWR and TOR encountered in the geotechnical borings in comparison to the SRT profiles. Boring offsets greater than 15 feet from the geophysical lines were not included in this analysis. The average absolute elevation difference between "ground truth" geotechnical control borings and the geophysical response was approximately 2.5 and 3 feet for the TOWR and TOR, respectively. The maximum discrepancy of 6 feet was documented for the TOR in B-108. B-108 encountered a shale between 787.5 to 794 ft msl with varying degrees of weathering, RQD less than 50%, and an interbedded —1 foot clayey sand (SC) layer. Gehrig, Inc. believes the geophysical TOR more closely tracks with the underlying limestone stratum in B-108 beginning at an elevation of 787.5 ft msl. Project No. 24-10-036 Page 6 @G[HRIG inc smith II. Rippability Caterpillar produced material rippability charts for a variety of heavy equipment [4]. As stated in the Caterpillar publication, seismic evaluation should be used in concert with geological site inspection and rock mechanics analysis. The actual rippability of the subsurface materials will also be dependent upon many other factors including efficiency of the equipment, operator skill, and rock mechanics (i.e. fracture planes and the frequency and orientation thereof, stratification and lamination, weathering, etc.) P-wave velocities can be used in rippability analysis, which is the ease of which soil and/or rock can be mechanically excavated with conventional excavation equipment. Figures 2 to 5 provide profile view of P-wave seismic refraction velocities. As an example, the 6,000 and 8,000 feet per second (ft/sec) contours were delineated with solid white and red lines, respectively. As previously stated, solid white line also represents competent top of rock (TOR). Caterpillar [4] designated limestone and shale rock with values at or below 6,000 ft/sec as rippable using a multi or single shank D8R ripper. Marginally rippable limestone and shale using same equipment occurs when velocities range between 6,000 and 8,000 ft/sec. Non- rippable limestone and shale rock occurs above 8,000 ft/sec using same equipment. Caterpillar also references other rippers (i.e. D9R, D1 OR, etc.) in the handbook [4]. For instance, non-rippable limestone and shale rock occurs at or above 9,200 ft/sec for a D9R ripper. This velocity contour is delineated by the solid yellow line. III. General Comments on Geophysical Exploration It should be emphasized that all formation contacts and boundaries are not exact due to the inherent nature and limitations of geophysical exploration and imaging. Subsurface features that do not produce a measurable geophysical response or those masked by other features may not be detectable. Our interpretations should be considered a general assessment of the subsurface conditions at this site based on prior geotechnical information, documentation review, and geophysical datasets. This geophysical report should be used in conjunction with all other relevant subsurface information acquired across this project area in establishing surface and subsurface conditions. This report should not be construed as a warranty of surface or subsurface conditions. Project No. 24-10-036 Page 7 §(DGEHRIG inc F. REFERENCES Smith 1. Bureau of Economic Geology, Geologic Atlas of Texas, Dallas Sheet. 2. American Society for Testing and Materials (ASTM) D 5777 — Standard Guide for Using the Seismic Refraction Method for Subsurface Investigation. 3. CDM Smith, Geotechnical Exploration, Fort Worth, Eagle Mountain Water Treatment Plant Phase 4, May 2024. 4. Caterpillar Handbook of Ripping, 12t" Edition, February 2000. Project No. 24-10-036 Page 8 @G[HRIG inc smith G. LIMITATIONS This investigation was performed in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. Gehrig, Inc. analyses are based on geophysical data collection completed at the time of our investigation. There is no warrant, expressed or implied, with regards to this geophysical report. This report does not constitute a guarantee or warranty as to future life, performance, future need for repair or suitability, but for informational purposes only and is not intended to be a rigorous technical evaluation of this property and the underlying subsurface conditions. This report is prepared for the exclusive use of our client. Gehrig, Inc denies permission for use of this report by any other persons for any purpose or by the client for any other purpose unless otherwise obtained and stated in writing. If any additional information becomes available, then Gehrig, Inc. reserves the right to evaluate the impact of this information on our analysis and to revise our analysis if necessary and warranted after review of the new information. Any use made of this investigation and any reliance thereon shall be specifically subject to the following limitation of liability: In recognition of the relative risk and benefits of the project to user and Gehrig, Inc., the risks have been allocated such that user agrees, to the fullest extent permitted by law, to limit the liability of Gehrig, Inc. to user for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorney's fees and costs and expert witness fees and costs, so that the total aggregate liability of the Gehrig, Inc. to user shall not exceed our billing fee, unless otherwise specifically agreed to in writing. It is intended that this limitation apply to any and all liability or causes of action however alleged or arising, unless otherwise prohibited by law. For the purpose of this provision, Gehrig, Inc. shall include the officers, directors, shareholders, partners, and employees of Gehrig, Inc. This limitation is applicable to Gehrig, Inc. negligence or other fault in whole or in part. Project No. 24-10-036 Page 9 M f goy 212 N. Main St. — Notes: �i; OVERALL LAYOUT 1. Aerial: TNRIS 661HRIG inc P.O. Box 46 0 50 100 200 Muenster, TX 76252 SRT LINES & CDM SMITH BORINGS 2. Datum: Nad 83 SPC 4202 -Texas North Central Office: (940) 759-2915�'� 3. Survey Dates: 9/10/24 www.gehriginc.com ( IN FEET) Eagle Mountain Water Treatment Plant 4. SRT Lines conducted with 3 meter geophone spacing. TX Firm Re No.: F-10736 Fax: (940) 759-2916 g• 1 inch = 100 Pt. Horiz. Fort Worth, Texas Spp _ r v o cc SID 800 E 790 C M ai 780 w N E 770 .r- 51 LU FDIC' 750 0 SRT LINE I n1% 'I di 800 790 780 770 760 750 50 100 150 200 250 300 350 400 450 500 550 600 650 Distance, ft inc 212 N. Main St. o +o so Leo (9GEHRIG P.O. Box 46 Muenster, TX 76252 ( IN FEET ) www.gehriginc.com Office: (940) 59-29115 1 inch = 80 ft. Horiz. TX Firm Re No.: F-10736 Fax: (940) 759-2916 g• 1 inch = 20 ft. Vert. SRT RESULTS LINE 1 PLAN & PROFILE Eagle Mountain Water Treatment Plant Fort Worth, Texas 600 1200 ■ °\ 1800 E 2400 3000 Estimated Top of 3600 Weathered Rock u a 4200 3 (Main Refractor) 4800 U) J 5500 U) Z 6000 w Estimated Top of 6600 z Competent Rock Q 7200 f° 7800 a 8400 0 9000 U 960071 10200 108001 w i1111MI : 12000 E 12600 0 U U PLAN LEGEND O SRT LINE / N O N B-112 N CDM SMITH BORING LOCATION -& .21 o d Notes: CDM 1. Aerial: TNRIS Figure 2. Datum: Nad 83 SPC 4202 - Texas North Central No. Smith 3. Survey Dates: 9/10/24 4. SRT Lines conducted with 3 meter geophone spacing. 2 .3 0 ■ 4 810 800 0 ;_ 4'- 790 780 w 770 w 760 750 0 SRT LINE 2 50 100 150 200 250 300 350 400 450 500 550 600 Distance, ft 212 N. Main St. o +o so ego (95G[HnIG inc P.O. Box 46 Muenster, TX 76252 ( IN FEET ) www.gehriginc.com Office: (940) 59-29115 1 inch = 80 ft. Horiz. TX Firm Re No.: F-10736 Fax: (940) 759-2916 g• 1 inch = 20 ft. Vert. SRT RESULTS LINE 2 PLAN & PROFILE Eagle Mountain Water Treatment Plant Fort Worth, Texas Smith 600 010 1200 1800 2400 800 3000 Estimated Top of 3600 Weathered Rock 400 (Main Refractor) 790 a8o0 5500 'o 6000 4( Estimated Top of 780 6600 Competent Rock a 7200 7800 a 8400 770 9000 9600 10200 760 10800 11400 12000 750 12600 PLAN LEGEND SRT LINE B-112 CDM SMITH BORING LOCATION Notes: 1. Aerial: TNRIS 2. Datum: Nad 83 SPC 4202 - Texas North Central 3. Survey Dates: 9/10/24 4. SRT Lines conducted with 3 meter geophone spacing. Figure No. 3 E c 0 m y V aU rfl E N y SRT LINE 3 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 80D 850 900 950 1000 1050 Distance, ft 212 N. Main St. o +o ea 160 P.O. Box 46 dG[HnIG inc Muenster, TX 76252 ( IN FEET ) www.gehriginc.com Office: (940) 59-29115 1 inch = 80 ft. Horiz. TX Firm Re No.: F-10736 Fax: (940) 759-2916 g• 1 inch = 20 ft. Vert. SRT RESULTS LINE 3 PLAN & PROFILE Eagle Mountain Water Treatment Plant Fort Worth, Texas Smith 810 600 1200 800 1800 2400 3000 Estimated Top of 3600 Weathered Rock 790 a 4200 (Main Refractor) 4800 as00 , 5500 mi Z 780 6000 1( Estimated Top of 6600 Competent Rock 7200 7800 770 d 9400 9000 9600 10200 760 10800 11400 12000 12600 750 PLAN LEGEND SRT LINE B-112 CDM SMITH BORING LOCATION Notes: 1. Aerial: TNRIS 2. Datum: Nad 83 SPC 4202 - Texas North Central 3. Survey Dates: 9/10/24 4. SRT Lines conducted with 3 meter geophone spacing. Figure No. 4 810 800 7A E 790 0 r� a 780 Q1 770 y [�►r�; 750 0 SRT LINE 4 50 100 150 200 250 300 350 400 450 S00 550 600 650 700 750 800 850 900 950 1000 1050 Distance, ft inc 212 N. Main St. o +o ao >leo P.O. Box 46 §GEHHIGMuenster, TX 76252 ( IN FEET ) www.gehriginc.com Office: (940) 59-29115 1 inch = 80 ft. Horiz. TX Firm Re No.: F-10736 Fax: (940) 759-2916 g• 1 inch = 20 ft. Vert. SRT RESULTS LINE 4 PLAN & PROFILE Eagle Mountain Water Treatment Plant Fort Worth, Texas 810 600 1200 1800 800 2400 3000 Estimated Top of 3600 Weathered Rock 790 4200 (Main Refractor) 4800 5500 6000 Estimated Top of 780 6600 Competent Rock m 7 7200 7800 d. 8400 770 9000 9600 10200 10800 760 11400 12000 12600 750 PLAN LEGEND SRT LINE B-112 CDM SMITH BORING LOCATION Notes: 1. Aerial: TNRIS 2. Datum: Nad 83 SPC 4202 - Texas North Central 3. Survey Dates: 9/10/24 4. SRT Lines conducted with 3 meter geophone spacing. Figure No. 5 (92)6': 116 inc FIGURE 6 - GEOPHYSICAL SUMMARY SHEET Client: CDMSmith Project Name: Eagle Mountain Water Treatement Plant Project Number: 24-10-036 County: Tarrant State: Texas SRT Seismograph: SmartSolo SRT Equipment Check: Daily SRT PROCESSING SUMMARY Model Wavepath Inversion Inversion Inversion SRT Survey Name Initial Model Frequency, Hz Width, % Cycles RMS Error, % RMS Error, msec Line 1 Wavefront 50 3.5 20 2.3 0.81 Line 2 Wavefront 50 4 20 2.6 0.90 Line 3 Wavefront 50 4 20 3.1 1.09 Line 4 Wavefront 50 3.5 20 3.7 1.26 TOP OF ROCK STATISTICAL ANALYSIS Boring Offset Absolute Boring Name from SRT/ERT, ft Boring TOWR, ft Geophysical TOWR, ft Difference, ft Boring TOR, ft Geophysical TOR, ft B-101 9 792.0 793.5 1.5 787.0 791.5 B-104 12 787.5 789.5 2.0 784.0 787.5 B-105 1 NE 792.5 791.7 790.6 B-108 9 NE 789.7 794.0 788.0 B-110 15 N E 784.4 N E 781.9 B-111 5 795.0 791.1 3.9 790.0 788.0 B-112 5 NE 790.4 790.5 788.6 TOWR Average 2.5 TOR Average TOWR Standard Deviation 1.3 TOR Standard Deviation Notes: 1. Boring TOWR & TOR based on CDM Smith excel spreadsheet provided to Gehrig, Inc. 2. NE = Not Encountered Inversion Output File LN1_VELOIT20.GRD LN2_VELOIT20.GRD LN3_VELOIT20.GRD LN4_VELOIT20.GRD Absolute Difference, ft 4.5 3.5 1.1 6.0 2.0 1.9 3.2 1.9 2.0 1 SITE AND SUBSURFACE CONDITIONS Appendix D - CDM Smith Investigation Geotechnical laboratory Results smith EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE D-1 TEAM Consultants, Inc. Geotechnical, Environmental, Construction Materials Testing July 15, 2024 CDM Smith 12400 Coit Road, Suite 400 Dallas, TX 75251 Attn: Jess Van Pelt, P.E. Re: Laboratory Testing Services Eagle Mountain Water Treatment Plant We are pleased to submit this proposal to provide laboratory testing services. We understand the scope of services to include completing a series of laboratory tests on soil samples submitted to TEAM Consultants, Inc. for analysis. We also understand the project may require the following geotechnical parameters be determined: Moisture Content Atterberg Limits Sieve Analysis Percent Passing No. 200 Sieve Unconfined Compressive Strength (Soil) Unconfined Compressive Strength (Rock) Unconsolidated-Undrained Triaxial (Soil) Consolidation Test with Hysteresis Corrosion Series* Soil pH Lime One -Dimensional Swell *Test results were provided to TEAM Consultants by a subcontracted laboratory (Reports attached). We have attached a copy of our current fees to determine these parameters along with our cost estimate based upon the anticipated testing quantities. We are prepared to provide these services upon receipt of samples. Should you have any questions, or if we may assist you with other needs, please call. Sincerely, "mj- W t&"La on Ed Gomez, P.E. Jeremy Williamson. E.13 Senior Project Engineer Staff Engineer 4087 Shilling Way Dallas, TX 75237 (214) 331-4395 Fax (214) 331-4458 3101 Pleasant Valley, Suite 101 Arlington, TX 76015 (817) 467-5500 Fax (817) 468-9920 TEAM Consultants, Inc. GEOTECHNICAL - ENVIRONMENTAL - CONSTRUCTION MATERIALS TESTING L❑❑❑R❑❑❑R❑ ❑❑S❑ D❑❑❑ S❑ WR❑ S❑❑❑❑ ❑R❑❑❑❑❑E ❑❑gl❑ M❑❑❑[1[1[[[] W❑E[Ir ❑r❑❑Lii ❑❑❑❑❑❑i-L ❑❑❑M ❑❑❑ ❑❑M❑❑RC ❑❑❑❑❑❑ ❑ o Gr❑❑SqM ❑❑d❑sIt ❑ ❑❑ ❑❑ ❑r❑ssS�❑❑am g ❑L❑u❑❑E ❑DM S❑ � ❑ ❑ ❑R❑❑❑❑❑ ❑❑❑ ❑❑❑❑�❑❑❑❑❑ PCs❑ ❑❑ o ❑ ❑ ElEl o ❑a-❑❑❑❑❑❑ss❑g S❑❑❑ ❑ ❑❑ ❑ El❑❑ o g 110mr1lorg L❑ 119 o El o ® o E 7 7 H ❑C�❑d D❑sa-❑MM❑ ❑❑❑mod S❑m❑I❑ss�❑MI❑ � El o 0 0 0 0 0 0 0 0 0 0 0 0 0 o y � ❑ ❑ ❑ ❑ ❑ ❑ o v� El G LL A ❑❑ ❑❑ ❑ ❑ ❑❑ c111 o El CO) B-100 ST-3 4.0 - 6.0 Dark brown fat clay with calcareous nodules CH 67 24 43 20.8 105.2 --- --- --- --- --- --- --- --- 3.25 10.1 --- 5 ST-5 8.0 - 10.0 Tan and gray lean clay with calcareous nodules CL 46 18 28 16.4 111.1 --- --- --- --- --- --- --- 92.0 1.56 9.90 0.56 RC-1 16.8 - 17.8 Dark gray shale N/A --- --- --- 5.8 141.0 --- --- --- --- --- --- --- --- 4.87 5.66 --- RC-2 21.0 - 21.5 Gray weathered limestone N/A --- --- --- 8.5 137.9 --- --- --- --- --- --- --- --- 5.64 2.17 --- RC-2 22.1 - 22.5 Dark gray shale N/A --- --- --- 10.4 130.2 --- --- --- --- --- --- --- --- 3.64 3.03 --- RC-3 29.0 - 29.6 Dark gray shale N/A --- --- --- 10.9 123.3 --- --- --- --- --- --- --- --- 4.39 4.83 --- B-101 ST-2 2.0 - 4.0 Tan and dark brown fat clay CH 60 21 39 19.9 100.8 --- --- --- --- --- --- --- --- 2.01 3.10 0.19 1 ST-4 6.0 - 8.0 Tan and brown fat clay CH 66 19 47 18.1 111.1 --- --- --- --- --- --- --- 54.0 2.01 10.6 --- 4 RC-1 20.3 - 20.7 Dark gray shale N/A --- --- --- 15.3 114.3 --- --- --- --- --- --- --- --- 2.60 4.02 --- RC-1 25.3 - 25.6 Gray limestone N/A --- --- --- 3.7 149.7 --- --- --- --- --- --- --- --- 253 1.78 --- RC-2 29.9 - 30.4 Dark gray shale N/A --- --- --- 11.2 123.0 --- --- --- --- --- --- --- --- 4.13 5.53 --- B-102 ST-3 4.0 - 6.0 Dark brown fat clay CH 87 24 63 30.1 91.2 --- --- --- --- --- --- --- --- 1.60 4.40 --- 5 SPT-2 8.0 - 10.0 Tan and brown sandy lean clay CL 31 12 19 14.9 --- --- --- --- --- --- --- --- 52.2 --- --- --- RC-1 17.0 - 17.6 Dark grayshale N/A --- --- --- 15.5 120.8 --- --- --- --- --- --- --- --- 4.38 3.08 --- RC-3 27.2 - 27.7 Gray limestone N/A --- --- --- 12.9 130.1 --- --- --- --- --- --- --- --- 3.39 3.04 --- RC-6 40.7 - 41.0 Gray limestone N/A --- --- --- 6.4 146.6 --- --- --- --- --- --- --- --- 87.3 0.66 --- RC-7 46.0 - 46.4 Dark gray shale N/A --- --- --- 6.5 143.5 --- --- --- --- --- --- --- --- 246 0.73 --- RC-9 55.3 - 56.4 Dark gray shale N/A --- --- --- 10.6 116.0 --- --- --- --- --- --- --- --- 6.74 2.79 --- B-103 ST-4 6.0 - 8.0 Tan and dark brown fat clay CH 70 22 48 28.7 96.9 --- --- --- --- --- --- --- 93.1 1.93 12.7 0.44 ST-5 8.0 - 10.0 Tan and brown clay CL --- --- --- 22.2 107.7 --- --- --- --- --- --- --- 91.5 3.09 12.4 0.56 ST-6 13.0 - 15.0 Tan and gray lean clay CL 41 17 24 13.5 120.7 --- --- --- --- --- --- --- --- 3.78 6.14 --- B-104 ST-2 2.0 - 4.0 Tan and dark brown fat clay CH 73 23 50 28.1 90.1 99.9 99.1 97.7 96.6 95.3 94.6 94.0 91.7 1.47 4.77 0.19 2 ST-5 8.0 - 10.0 Tan and dark brown fat clay CH 53 20 33 18.0 110.1 --- --- --- --- --- --- --- --- 2.76 9.61 --- ST-6 13.0 - 15.0 Tan and gray lean clay CL 44 18 26 17.6 115.0 --- --- --- --- --- --- --- --- 3.19 15.0 0.87 RC-1 20.0 - 20.7 Gray limestone N/A --- --- --- 4.4 152.1 --- --- --- --- --- --- --- --- 4.37 2.75 --- RC-3 32.6 - 33.0 Gray limestone N/A --- --- --- 3.9 153.5 --- --- --- --- --- --- --- --- 173 1.08 --- RC-5 42.5 - 43.0 Gray limestone N/A --- --- --- 6.9 141.5 --- --- --- --- --- --- --- --- 213 1.01 --- B-105 ST-3 4.0 - 6.0 Dark brown fat clay CH 79 25 1 54 22.4 100.5 1 --- I --- I --- I --- I --- I --- I --- I --- 1 4.81 15.0 --- TEAM Consultants, Inc. GEOTECHNICAL - ENVIRONMENTAL - CONSTRUCTION MATERIALS TESTING L❑❑❑R❑❑❑R❑ ❑❑S❑ D❑❑❑ S❑ WR❑ S❑❑❑❑ ❑R❑❑❑❑❑E ❑❑gl❑ M❑❑❑[1[1[[[] W❑E[Ir ❑r❑❑Lii ❑❑❑❑❑❑i-L ❑❑❑M ❑❑❑ ❑❑M❑❑RC ❑❑❑❑❑❑ ❑ o Gr❑❑SqM ❑❑d❑sIt ❑ ❑❑ ❑❑ ❑r❑ssS�❑❑am g ❑L❑u❑❑E ❑DM S❑ � ❑ ❑ ❑R❑❑❑❑❑ ❑❑❑ ❑❑❑❑�❑❑❑❑❑ PCs❑ ❑❑ o ❑El ❑ Elo ❑a-❑❑❑❑❑❑ss❑g S❑❑❑ ❑ ❑❑ ❑ El❑❑ -�e o g 110mr1lorg L❑ 119 o El o ® o E 7 7 H ❑C�❑d D❑sa-❑MM❑ ❑❑❑mod S❑m❑I❑ss�❑MI❑ � El o 0 0 0 0 0 0 0 0 0 0 0 0 0 o y � ❑ ❑ ❑ ❑ ❑ ❑ o v� ElLL A ❑❑ ❑❑ ❑ ❑ ❑❑ c111 o COElo co ST-5 8.0 - 10.0 Dark brown fat clay CH 83 24 59 26.8 94.8 --- --- --- --- --- --- --- --- 2.60 10.5 0.56 RC-1 16.9 - 17.8 Dark gray shale N/A --- --- --- 9.4 128.3 --- --- --- --- --- --- --- --- 7.02 4.93 --- RC-1 17.8 - 18.4 Gray limestone N/A --- --- --- 3.0 143.8 --- --- --- --- --- --- --- --- 377 0.92 --- RC-2 22.8 - 23.2 Gray limestone N/A --- --- --- 4.6 149.6 --- --- --- --- --- --- --- --- 210 1.18 --- RC-2 23.3 - 23.8 Dark gray limestone N/A --- --- --- 10.4 126.0 --- --- --- --- --- --- --- --- 6.45 7.50 --- B-106 ST-2 2.0 - 4.0 Dark brown lean clay CL 47 16 31 21.5 107.5 --- --- --- --- --- --- --- --- 0.82 15.00 --- 5 ST-4 6.0 - 8.0 Dark brown fat clay CH --- --- --- 23.4 99.8 --- --- --- --- --- --- --- 92.0 3.45 12.0 0.44 4 SPT-1 13.5 - 15.0 Tan lean clay CL --- --- --- 7.0 --- 99.8 98.4 96.5 94.7 93.2 92.3 91.6 89.2 --- --- --- 2 RC-1 16.0 - 16.6 Gray limestone N/A --- --- --- 6.4 146.3 --- --- --- --- --- --- --- --- 175 0.57 --- RC-1 16.8 - 17.5 Dark gray shale N/A --- --- --- 8.3 130.5 --- --- --- --- --- --- --- --- 7.26 3.95 --- RC-2 22.0 - 22.6 Dark gray shale N/A --- --- --- 11.7 126.6 --- --- --- --- --- --- --- --- 5.67 4.56 --- RC-2 25.3 - 26.1 Gray limestone N/A --- --- --- 7.9 144.6 --- --- --- --- --- --- --- --- 188 0.66 --- B-107/PZ-A ST-2 2.0 - 4.0 Tan and brown lean clay CL 47 19 28 18.4 108.3 --- --- --- --- --- --- --- --- 2.39 9.05 0.19 SPT-1 8.0 - 10.0 Tan and gray clayey sand SC --- --- --- 12.3 --- 74.3 65.4 59.8 56.1 53.4 51.9 50.8 47.6 --- --- --- 2 RC-1 16.0 - 16.9 Dark gray shale N/A --- --- --- 14.8 118.5 --- --- --- --- --- --- --- --- 4.16 4.48 --- RC-2 21.5 - 22.0 Gray limestone N/A --- --- --- 5.7 150.2 --- --- --- --- --- --- --- --- 225 0.87 --- RC-4 30.7 - 31.1 Gray limestone N/A --- --- --- 3.9 153.1 --- --- --- --- --- --- --- --- 278 0.97 --- RC-5 35.9 - 36.2 Dark gray shale N/A --- --- --- 6.9 131.1 --- --- --- --- --- --- --- --- 4.94 4.45 --- RC-6 44.2 - 45.0 Gray limestone N/A --- --- --- 6.9 140.2 --- --- --- --- --- --- --- --- 204 0.98 --- B-108 ST-3 4.0 - 6.0 Dark brown fat clay CH 79 29 50 29.1 --- --- --- --- --- --- --- --- --- --- --- --- 5 ST-4 4.0 - 7.0 Tan and brown fat clay CH --- --- --- 15.2 --- 90.4 88.3 87.1 86.2 85.7 85.3 85.0 83.7 --- --- --- 2 RC-1 11.4 - 12.0 Dark gray limestone N/A --- --- --- 10.1 128.4 --- --- --- --- --- --- --- --- 2.97 3.32 --- RC-2 16.9 - 17.6 Gray limestone N/A --- --- --- 5.4 147.8 --- --- --- --- --- --- --- --- 84.9 0.88 --- RC-2 19.3 - 20.0 Gray limestone N/A --- --- --- 8.7 138.5 --- --- --- --- --- --- --- --- 8.70 2.39 --- RC-3 20.5 - 20.8 Gray limestone N/A --- --- --- 4.0 152.5 --- --- --- --- --- --- --- --- 272 0.84 --- B-109/PZ-B ST-1 0.0 - 2.0 Tan and dark brown clay CH 70 26 44 35.7 85.4 --- --- --- --- --- --- --- --- 1.72 7.27 0.11 ST-2 2.0 - 4.0 Tan and brown fat clay CH 69 29 40 12.4 124.7 --- --- --- --- --- --- --- --- 1.98 15.00 --- 5 ST-3 4.0 - 6.0 Dark brown fat clay CH --- --- --- 17.2 --- 99.4 98.3 97.4 96.7 95.9 95.3 94.8 92.6 --- --- --- 2,4 SPT-2 8.0 - 10.0 Tan and brown lean clay CL 44 16 28 12.6 --- --- --- --- --- --- --- --- --- --- --- --- TEAM Consultants, Inc. GEOTECHNICAL - ENVIRONMENTAL - CONSTRUCTION MATERIALS TESTING L❑❑❑R❑❑❑R❑ ❑❑S❑ D❑❑❑ S❑MM❑R❑ S❑❑❑❑ ❑R❑❑❑❑❑E uuglu Mu❑um a Wu❑r uruulu uuLLILLA1u ❑❑❑M ❑❑❑ ❑❑M❑❑RC ❑❑❑❑❑❑ ❑L❑❑❑E ❑DM S❑ ® n Gr❑E Sm ❑❑d❑sC ❑❑❑ ❑r❑ss❑❑Scr❑❑g0 ❑ R ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑®❑❑❑❑❑ ®❑s ❑ ❑❑ ii � ❑ ❑ n ❑❑r❑❑❑❑❑uss❑g S❑❑❑ ❑ ❑❑ ❑ ❑Ll o g TTr❑ rg LTI As El� ❑ � � � � H �❑ L ❑ ® L m NW El ❑ El �L ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑❑ ❑ ❑ LL 8 H ❑CS❑d D❑sCrTTrn-1 F- F-❑TTd SF-4 -11-ssTMFIFFTI 0 0 0 0 0 0 ❑ ❑ ❑❑ o ❑� - N ❑ ❑ LL C1 ❑ T ❑ ❑ 2 ❑❑ M o ❑ ❑ in o u U) M ❑ co RC-1 14.1 - 14.5 Dark gray shale N/A --- --- --- 12.1 133.1 --- --- --- --- --- --- --- --- 8.50 2.40 --- RC-2 19.5 - 20.0 Gray limestone N/A --- --- --- 5.0 151.0 --- --- --- --- --- --- --- --- 134 1.01 --- B-110 ST-2 2.0 - 4.0 Dark brown clay --- --- --- --- 31.3 --- --- --- --- --- --- --- --- --- --- --- --- ST-4 6.0 - 8.0 Dark brown fat clay CH 59 17 42 20.7 102.4 --- --- --- --- --- --- --- --- 1.37 14.8 0.44 SPT-2 13.0 - 15.0 Tan clayey sand SC 42 15 27 23.5 --- --- --- --- --- --- --- --- 37.0 --- --- --- B-111 ST-2 2.0 - 4.0 Tan and dark brown lean clay CL 37 16 21 16.4 106.2 --- --- --- --- --- --- --- --- 0.58 15.0 0.19 ST-3 4.0- 6.0 Dark brown fat clay CH 72 26 46 --- --- --- --- --- --- --- --- --- --- --- --- --- RC-1 17.1 - 17.6 Gray limestone N/A --- --- --- 4.8 144.2 --- --- --- --- --- --- --- --- 101 0.91 --- RC-2 23.3 - 23.7 Gray limestone N/A --- --- --- 5.3 146.4 --- --- --- --- --- --- --- --- 130 0.51 --- RC-2 24.4 - 24.7 Gray limestone N/A --- --- --- 3.2 158.6 --- --- --- --- --- --- --- --- 161 0.88 --- B-112 ST-2 2.0 - 4.0 Dark brown fat clay CH 80 24 56 --- --- --- --- --- --- --- --- --- --- --- --- ST-3 4.0 - 6.0 Brown and gray fat clay CH 82 29 53 37.8 86.4 --- --- --- --- --- --- --- --- 2.43 15.0 0.35 4 ST-4 6.0 - 8.0 Brown and tan fat clay CH 63 19 44 --- --- --- --- --- --- --- --- --- --- --- --- --- RC-1 18.9 - 19.3 Dark gray limestone N/A --- --- --- 10.2 131.6 --- --- --- --- --- --- --- --- 13.4 1.62 --- RC-2 22.1 - 22.7 Dark gray limestone N/A --- --- --- 10.9 127.3 --- --- --- --- --- --- --- --- 6.09 3.40 --- RC-2 24.7 - 25.0 Gray limestone N/A --- --- --- 4.8 151.8 --- --- --- --- --- --- --- --- 265 1.14 --- RC-3 26.8 - 27.1 Gray limestone N/A --- --- --- 3.2 156.7 --- --- --- --- --- --- --- --- 435 1.22 --- B-113 ST-3 4.0- 6.0 Dark brown fat clay CH 55 21 34 23.4 94.1 --- --- --- --- --- --- --- --- 1.64 4.50 --- 5 ST-6 13.0 - 15.0 Tan and gray fat clay CH 57 19 38 18.8 109.9 --- --- --- --- --- --- --- --- 3.32 15.0 0.87 RC-1 21.6 - 22.1 Dark gray limestone N/A --- --- --- 11.5 129.0 --- --- --- --- --- --- --- --- 8.85 5.32 --- RC-1 22.7 - 23.1 Gray limestone N/A --- --- --- 4.9 149.8 --- --- --- --- --- --- --- --- 70.6 0.73 --- RC-1 24.3 - 24.7 Gray limestone N/A --- --- --- 3.5 157.0 --- --- --- --- --- --- --- --- 292 1.12 --- RC-2 26.9 - 27.4 Gray limestone N/A --- --- --- 3.6 156.1 --- --- --- --- --- --- --- --- 338 0.66 --- B-114 ST-2 2.0 - 4.0 Dark brown fat clay CH 76 25 51 34.6 86.9 --- --- --- --- --- --- --- --- 0.98 13.4 0.19 RC-1 21.9 - 22.2 Gray limestone N/A --- --- --- 3.8 155.4 --- --- --- --- --- --- --- --- 360 1.38 --- RC-1 22.8 - 23.2 Gray limestone N/A --- --- --- 4.4 154.0 --- --- --- --- --- --- --- --- 249 0.66 --- RC-1 24.0 - 24.5 Gray limestone N/A --- --- --- 3.6 156.7 --- --- --- --- --- --- --- --- 407 0.90 --- RC-1 24.5 - 25.0 Gray limestone N/A --- --- --- 3.2 157.0 --- --- --- --- --- --- --- --- 229 0.63 --- TEAM Consultants, Inc. GEOTECHNICAL - ENVIRONMENTAL - CONSTRUCTION MATERIALS TESTING Lill] ❑R❑❑❑R❑ ❑❑S❑ D❑❑❑ S❑WiAii S❑❑❑❑ ❑R❑❑❑❑❑❑ ❑❑gl❑ M❑❑❑QM]W❑EDr ❑r❑❑[Tll ❑❑❑❑❑❑d]-L ❑❑❑M ❑❑❑ ❑❑M❑❑R❑ ❑❑❑❑❑❑ ❑L❑❑❑❑ ❑DM S❑ Fmt] ❑ R ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑®❑❑❑❑❑ ®❑s ❑ ❑❑ El ❑ ❑ H ❑Cs❑d D❑sLr❑FH❑ ❑ ❑❑®d S❑m ❑I❑ss®❑ ML ❑` ❑ ❑ ❑ Cn o B-115 ST-1 0.0 - 2.0 Dark brown fat clay ST-2 2.0 - 4.0 Dark brown fat clay ❑ ❑ Gr❑❑Sqm ❑ Lill [is is ❑❑❑ ❑r❑ss❑❑SIt❑❑gEL ❑ ❑ El Ll ❑ ❑a-❑❑❑❑❑❑ss❑g S❑❑❑ ❑ o o ❑ ❑ El ❑ ❑ q U) ❑ ❑ U) ❑�❑ag Lill] Is El El o El El o I- LlL o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o o ❑ a ❑ N m LL ❑L ❑❑ ❑ ❑ co Li m N 0 co CH 65 23 42 17.5 110.4 --- --- --- --- --- --- --- --- 1.16 12.9 --- CH75 31 44 --- --- --- --- --- --- --- --- --- --- --- --- E B-116 ST-2 2.0 - 4.0 Tan and dark brown clay CL --- --- --- 23.4 99.8 --- --- --- --- --- --- --- --- 1.34 5.20 --- B-117 ST-1 0.0 - 2.0 Tan and brown lean clay CL 49 22 27 19.7 --- --- --- --- --- --- --- --- --- --- --- --- B-118 ST-3 4.0 - 6.0 Tan lean clay CL 35 17 18 12.4 68.7 --- --- --- --- --- --- --- --- 1.72 7.40 0.31 B-119 ST-3 4.0 - 6.0 Dark brown fat clay CH 83 26 57 25.7 101.2 --- --- --- --- --- --- --- --- 1.98 7.60 0.31 B-120 ST-3 4.0 - 6.0 Dark brown fat clay CH 82 27 55 33.1 87.3 --- --- --- --- --- --- --- --- 0.87 4.60 --- B-121 ST-2 2.0 - 4.0 Dark brown fat clay CH 78 26 52 30.5 86.1 --- --- --- --- --- --- --- --- 1.22 6.00 0.19 LLLI❑❑dd®❑d ❑❑s❑d❑Llj ❑❑❑ ❑❑ LIL❑❑d ❑❑ LLLI❑ ❑=❑❑❑d s❑❑❑I❑❑ ❑❑❑a-❑d❑ems❑❑ ❑ DrEs❑❑❑LL ET]❑Gr❑❑❑mod r❑❑r❑s❑❑TI®❑ ❑❑gr❑1111 sFM ❑❑d[IS Ct EIr❑ ❑TM❑❑❑d❑ IT]❑R❑s❑ICS 11❑❑❑❑❑❑s❑ICd❑❑❑dE111❑dr❑1F11[1d T®❑A ❑❑sTTg FITId❑dFTI]g s[I7❑ssC9Er❑Fl] Er❑ ❑MM❑❑❑d❑ L1j❑R❑s❑ICS ❑❑❑❑❑❑dam ❑❑smi❑d ❑❑❑s❑ICd❑MM❑ ❑❑s®g a-❑ ❑FM❑❑❑d❑ L11❑R❑s❑ICS ❑❑❑❑❑❑dam ❑❑smi❑d sWdlL11❑II❑❑s❑ ❑❑s®g L]r❑ ❑FFI❑❑❑d❑ TEAM Consultants, Inc. GEOTECHNICAL - ENVIRONMENTAL - CONSTRUCTION MATERIALS TESTING L❑❑❑R❑❑❑R❑ ❑❑S❑ D❑❑❑ S❑MM❑R❑ S❑❑❑❑ ❑R❑❑❑❑❑E DdlLis ❑I❑❑dw❑❑ ❑❑L110sMI❑ ❑L❑❑ d' L❑❑❑❑ ❑❑❑s❑ ❑ ❑❑❑M ❑❑❑ ❑❑M❑❑R❑ ❑❑❑❑❑❑ R❑s19®® EEIS❑M G❑❑❑ El u❑ ❑L❑❑❑❑ ❑DM Sri ® El ❑ o o ❑R❑❑❑❑❑ ❑❑❑ ❑❑❑❑®❑❑❑❑❑ ®❑S❑ ❑❑ LisR❑❑❑®❑d S❑®r❑QDd o ❑ ❑ El ❑❑ ❑❑ El El ❑ ❑ L❑ t9G ❑ ❑ o ® ❑C8❑d D❑sa-❑®❑ ❑ ❑❑®d S❑m ❑I❑sSFW❑®❑ ❑rg❑❑®❑❑❑�❑❑ ❑E U ❑o ❑E 0 N ❑8 o oEF ❑ ❑` o o iS❑M D❑❑❑❑❑®❑ ❑ �❑❑ ❑ M C ❑ ❑ �❑❑ C U) ❑ ❑ CO) ❑❑ ❑ m o OC ❑ El N B-101 ST-2 2.0 - 4.0 Tan and dark brown fat clay CH --- 19.8 95 32.6 305 7.98 <100 40.1 82.1 295.0 1 B-112 ST-2 2.0 - 4.0 Dark brown fat clay (0% Lime Additive) CH --- --- --- --- --- 8.01 --- --- --- --- --- Dark brown fat clay (2% Lime Additive) CH --- --- --- --- --- 11.21 --- --- --- --- --- Dark brown fat clay (4% Lime Additive) CH --- --- --- --- --- 11.49 --- --- --- --- --- Dark brown fat clay (6% Lime Additive) CH --- --- --- --- --- 11.59 --- --- --- --- --- Dark brown fat clay (8% Lime Additive) CH --- --- --- --- --- 11.62 --- --- --- --- --- Dark brown fat clay (10% Lime Additive) CH --- --- --- --- --- 11.68 --- --- --- --- --- I U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 3" 2" 1" 3/4" 1/2" #4 #10 #20 #40 #60 #100 #200 100 95 _ _ _ � 90 f1 O 85 7 In 80 r 75 � 70 tn m 65 n 60 55 Z m 50 p0 45 40 ^� 35 = 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES I GRAVEL SAND coarse I fine coarse I medium I fine Specimen Data D90 D60 D-10 D30 D10 B-104 (ST-2) 2.0-4.0' N/A N/A N/A N/A N/A Unified Soil Classification (ASTM D2487/2488) Tan and dark brown fat clay (CH) GRAIN SIZE DISTRIBUTION (ASTM D-422) SILT OR CLAY I Gravel I % 829 Sand I % Silt & Clay I N/ 0A I N/A ILL PL PI II 73 I 23 I 50 Client: CDM Smith Date: 7/3/2024 Project: Eagle Mountain Water Treatment Facility Performed By: J. Williamson Project No.: 0515-294565-Task 9 TEAM Project Number: 242012 TEAM Consultants, Inc. 3101 Pleasant Valley Ln, Suite 101 Arlington, TX 76015 Telephone: (817) 467-5500 Fax: (817) 468-9920 I U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I i/4 #240_#60_#100_#200 m 100 -�2 _1/�;#1 90- f1 O 85 7 C 80 r 75 70 r+ in m 65 n 60 55 Z m 50 p0 45 40 ^� 35 = 30 25 20 15 10 5 0 100 10 1 0.1 GRAIN SIZE IN MILLIMETERS COBBLES I GRAVEL SAND coarse I fine coarse I medium I fine Specimen Data D90 D60 D-10 D30 D10 B-106(SPT-1)13.5-15.00.09 N/A N/A N/A N/A Unified Soil Classification (ASTM D2487/2488) Tan lean clay GRAIN SIZE DISTRIBUTION (ASTM D-422) HYDROMETER 0.01 SILT OR CLAY Gravel I % Sand I % Silt & Clay 0.2 10.6 89.2 Client: CDM Smith Date: 7/3/2024 Project: Eagle Mountain Water Treatment Facility Performed By: J. Williamson Project No.: 0515-294565-Task 9 TEAM Project Number: 242012 LL N/A TEAM Consultants, Inc. 3101 Pleasant Valley Ln, Suite 101 Arlington, TX 76015 Telephone: (817) 467-5500 Fax: (817) 468-9920 Cc N/A PL N/A 0.001 Cu N/A PI N/A I U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 100 3.�2i/4" 1/2#4 #10 #20 #40_#60_#100_#20� ` ' 95 90 85 ``4 80 75 \ k, m 70 n 65 60 55 50 M p0 45 40 ^� 35 = 30 25 20 15 10 5 0 100 30 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL COBBLES I I SILT OR CLAY coarse fine coarse I medium I fine Specimen Da D90I D80I D50I D� 0 D� 0 % Gravel % Sand % Silt & Clay S I 0 e 0.12 I I I 4 A I�I/P-10%PA(PT-8O10.0' A Unified Soil Classification (ASTM D2487/2488) IL PL PI Tan and gray clayey sand (SC) N/A N/A N/A GRAIN SIZE DISTRIBUTION (ASTM D-422) TEAM Consultants, Inc. Client: CDM Smith Date: 7/3/2024 3101 Pleasant Valley Ln, suite 101 Arlington, TX 76015 Project: Eagle Mountain Water Treatment Facility Performed By: J. Williamson Telephone: (817)467-5500 Project No.: 0515-294565-Task 9 TEAM Project Number: 242012 Fax: (817) 468-9920 I U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I i/4 10 #20 #40_#60_#100_#20-J m100 -�2 _1/�Ea; > 95 90 f1 O 85 7 C 80 r 75 70 r+ in m 65 n 60 55 Z m 50 p0 45 40 ^� 35 = 30 25 20 15 10 5 0 100 10 1 0.1 GRAIN SIZE IN MILLIMETERS COBBLES I GRAVEL SAND coarse I fine coarse I medium I fine Specimen Data D90 D60 D-10 D30 D10 B-109 (ST-3) 4.0-6.0' N/A N/A N/A N/A N/A Unified Soil Classification (ASTM D2487/2488) Dark brown fat clay (CH) GRAIN SIZE DISTRIBUTION (ASTM D-422) HYDROMETER 0.01 SILT OR CLAY Gravel I % Sand I % Silt & Clay 0.6 6.8 92.6 Client: CDM Smith Date: 7/3/2024 Project: Eagle Mountain Water Treatment Facility Performed By: J. Williamson Project No.: 0515-294565-Task 9 TEAM Project Number: 242012 LL N/A TEAM Consultants, Inc. 3101 Pleasant Valley Ln, Suite 101 Arlington, TX 76015 Telephone: (817) 467-5500 Fax: (817) 468-9920 Cc N/A PL N/A 0.001 Cu N/A PI N/A TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-100 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay with calcareous nodules Moisture Content (%): 20.8 Average Height (in): 5.361 Before Shear: After Shear: X Average Diameter (in): 2.705 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.982 Initial Dry Density (pcf): 105.2 Avg Rate of Strain (%/min): 0.56 *Void Ratio (e ): 0.603 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 93.0% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 3.25 "Strain at Failure (%): 10.1 55' Angular Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.75 1.2 0.01 0.01 0.01 0.020 0.4 5.77 108.4 1.36 1.35 0.68 0.120 2.2 5.88 216.2 2.71 2.65 1.32 0.160 3.0 5.92 230.8 2.89 2.81 1.40 0.200 3.7 5.97 242.7 3.04 2.93 1.46 0.240 4.5 6.02 252.1 3.16 3.02 1.51 0.280 5.2 6.06 259.4 3.25 3.08 1.54 0.320 6.0 6.11 265.5 3.33 3.13 1.56 0.340 6.3 6.14 268.2 3.36 3.15 1.57 0.380 7.1 6.19 273.6 3.43 3.18 1.59 0.420 7.8 6.24 278.6 3.49 3.22 1.61 0.460 8.6 6.29 282.6 3.54 3.24 1.62 0.500 9.3 6.34 285.7 3.58 3.24 1.62 0.540 10.1 6.39 288.5 3.61 3.25 1.62 0.580 10.8 6.44 290.7 3.64 3.25 1.62 0.620 11.6 6.50 292.7 3.67 3.24 1.62 0.660 12.3 6.55 293.1 3.67 3.22 1.61 0.700 13.1 6.61 291.3 3.65 3.17 1.59 0.740 13.8 6.67 288.6 3.62 3.11 1.56 0.780 14.6 6.73 285.3 3.57 3.05 1.53 0.850 15.9 6.83 273.6 3.43 2.88 1.44 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-100 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay with calcareous nodules W 3.0 2.5 LL � H 2.0 LM FU 41 v 1.5 u O1 O U ' 1.0 I I 0.5 I 1 II I 0.0 2.0 4.0 Remarks: Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Strain (%) 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-100 (ST-5) 8.0-10.0' Material Description: Tan and gray lean clay with calcareous nodules Moisture Content (%): 16.4 Average Height (in): 5.467 Before Shear: After Shear: X Average Diameter (in): 2.726 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.005 Initial Dry Density (pcf): 111.1 Avg Rate of Strain (%/min): 0.55 I *Void Ratio (e ): 0.517 Chamber Pressure (initial) (tsf): 0.56 / I I * o Saturation (/o): o 85./o 4 Chamber Pressure (final) (tsf): 0.56 Maximum Compressive Stength (TSF): 1.56 "Strain at Failure (%): 9.9 Horizontal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.001 0.0 5.84 0.3 0.00 0.00 0.00 0.020 0.4 5.86 36.4 0.45 0.45 0.22 0.040 0.7 5.88 57.5 0.71 0.70 0.35 0.090 1.6 5.94 82.4 1.02 1.00 0.50 0.200 3.7 6.06 110.9 1.37 1.32 0.66 0.240 4.4 6.11 117.8 1.45 1.39 0.69 0.280 5.1 6.15 122.7 1.51 1.44 0.72 0.320 5.9 6.20 127.1 1.57 1.47 0.74 0.340 6.2 6.22 129.1 1.59 1.49 0.75 0.380 7.0 6.27 132.1 1.63 1.52 0.76 0.420 7.7 6.32 135.3 1.67 1.54 0.77 0.460 8.4 6.37 137.4 1.69 1.55 0.78 0.500 9.1 6.43 138.4 1.71 1.55 0.77 0.540 9.9 6.48 140.0 1.73 1.56 0.78 0.580 10.6 6.53 140.3 1.73 1.55 0.77 0.620 11.3 6.58 140.9 1.74 1.54 0.77 0.660 12.1 6.64 141.4 1.74 1.53 0.77 0.700 12.8 6.70 141.0 1.74 1.51 0.76 0.740 13.5 6.75 140.5 1.73 1.50 0.75 0.780 14.3 6.81 138.1 1.70 1.46 0.73 0.820 15.0 6.87 137.1 1.69 1.44 0.72 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-100 (ST-5) 8.0-10.0- Material Description: Tan and gray lean clay with calcareous nodules Stress -Strain 1.8 1.6 �t I 1.4 I I 1.2 I � / I I 1.0 I 41 / I / I I 1 0.8 u / I � I I i � I v 0.6 / I / I / I I I 0.4 ► I ► I ► I 0.2 ► I ► ► I ► I 0.0 (} 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ❑❑❑❑❑❑LL]LID ❑❑M❑R❑SSA❑ S❑R❑❑G❑❑ ❑❑ R❑❑❑ LIIS❑M DMI❑❑❑❑ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EU ❑❑❑❑❑❑mom ❑❑❑M ❑r❑llil❑❑❑❑[[[] ❑❑❑❑❑❑ D❑Eio❑ ❑1FITT11❑ ❑❑Cg❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑M❑❑ D[[[][EI❑ ❑LE]❑❑ -r - 3.217 ❑ ❑[g ❑❑❑❑ ❑®❑❑ " D [[[]®❑ ❑FM❑❑ „ W❑Fg❑❑g❑ ❑❑❑TI SCd❑® R❑®❑ ❑❑IM ®❑❑❑smA®❑®❑ Wet y (pcq: 149.2 SLr❑LL] R❑ED 0.50 Ll mllLHI❑®❑ Dry y (pcfl: 141.0 L lug [E]IDI[[]❑ ❑Eirr R❑mm❑ 1.962 _S❑❑❑❑❑❑ ■ ■ ■ 11111111 ■ ■� ■ ■ n1� m ■ ■■■■11111�� ■ ■■ ■ ■, 111■ 111111111 ❑ F1111❑ S ❑❑ ❑I ❑ ❑ M❑rErA❑ Da-❑gr❑❑s❑d❑ M ❑19 LEr❑ ❑ ❑❑LI]❑❑®S❑M D ❑❑❑❑❑ ®° ❑ ❑ter❑ LED =gs ❑ ❑ ❑ LEIr W ❑❑W ® [S ❑I ❑❑❑ ❑❑ Dr❑W®❑S❑I❑❑❑❑❑ =1 W®❑❑❑❑❑❑ WEii❑❑Dr❑S❑m❑ WE11❑❑W❑1HI'❑ ❑ M❑C8®r❑❑ Dili] D❑m❑❑®❑ S r rl I �❑ 0.001 0.014 3.217 0.002 0.048 3.217 0.005 0.124 3.217 0.008 0.199 3.217 0.011 0.275 3.217 0.014 0.351 3.217 0.029 0.728 3.217 0.037 0.930 3.217 0.045 1.131 3.217 0.053 1.333 3.217 0.061 1.534 3.217 0.069 1.736 3.217 0.077 1.937 3.217 0.081 2.038 3.217 0.089 2.240 3.217 0.097 2.441 3.217 0.105 2.643 3.217 0.113 2.844 3.217 0.121 3.045 3.217 0.129 3.247 3.217 0.137 3.448 3.217 0.145 3.650 3.217 0.153 3.851 3.217 0.161 4.053 3.217 0.169 4.255 3.217 0.201 5.060 3.217 0.209 5.262 3.217 0.217 5.463 3.217 0.225 5.665 3.217 0.256 6.459 3.217 0.280 7.052 3.217 0.303 7.622 3.217 3.217 SCE❑LL FU❑❑❑s®❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ SlLiSS ❑ D❑LLr❑ ❑®❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIsS Fn❑❑❑sue ■■m ■■ ■ ■■ ■ ■. m■ L ■■• ■L ■LI■E ■ S li ■111 ■ m ■■m ■■ s If ■■• SF] ■ L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 281.5 16.3 5.8 - ■ ■� . ■■111■ ■■111111■111■ GR❑❑❑iiii❑LD❑S❑R[E[i❑iiii❑ ❑❑ ❑❑iL❑R❑ millmommillpill NETNEWS ■■■ W1W• Ii one III 111■■■ 111■■ 0.0 0.000 0.005 0.000 5.8 0.129 1.796 0.065 12.8 0.287 3.983 0.143 19.3 0.430 5.973 0.215 24.7 0.551 7.647 0.275 29.7 0.663 9.213 0.332 52.8 1.172 16.279 0.586 66.8 1.482 20.584 0.741 83.4 1.846 25.634 0.923 102.3 2.258 31.361 1.129 124.1 2.735 37.979 1.367 147.1 3.234 44.916 1.617 165.4 3.630 50.411 1.815 173.0 3.793 52.675 1.896 187.4 4.099 56.934 2.050 196.7 4.295 59.653 2.148 202.7 4.417 61.339 2.208 204.9 4.456 61.878 2.228 206.3 4.476 62.164 2.238 208.9 4.523 62.810 2.261 212.2 4.586 63.693 2.293 214.8 4.631 64.317 2.316 217.0 4.670 64.859 2.335 218.2 4.685 65.063 2.342 220.0 4.714 65.474 2.357 221.8 4.712 65.438 2.356 225.0 4.770 66.240 2.385 228.4 4.833 67.121 2.417 230.5 4.867 67.589 2.433 227.8 4.769 66.228 2.384 226.6 4.713 65.449 2.356 200.3 4.141 57.516 2.071 ❑H❑❑❑❑ ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ ❑ MP ❑TI❑❑ ❑RH❑E11L ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑11 ❑❑R❑❑ ❑r❑LHI❑LL Eagle Mountain Water Treatment Facilit, ❑❑I❑ ❑❑® B-100 S❑❑ ❑I❑ ❑❑m RC-1 D❑❑®L 16.8-17.8' ❑❑❑M ❑r❑®❑❑❑❑H 242012 M❑LIO-A❑ Dark gray shale D ❑iiL❑ 7/2/23 S -VISS FIS S Ft-7 ■m■■ ■m■■ ❑FIP❑❑ y ❑�❑❑ � �r U f ❑F[P❑❑ ❑EUI❑❑ ❑FIP❑❑ ■ I■ ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■ ■I■ RLvI I�■I■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.210 ❑° ❑❑Cg❑❑❑❑ ❑ 1=1 " D[d]®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 149.7 SCd❑® R❑LD❑ 0.81 ® mA[E]❑rm❑ Dry y (pcf): 137.9 L❑❑g[111LDL[1❑ ❑❑ r R❑MM❑ 1.826 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■• ■ ■■ ■ ■_ m■ 111111111 ❑ FrI❑❑ s ❑❑ ❑I ❑ ❑ muErA❑ Gr❑❑w❑❑iTFa-❑d In nsFi❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® rs ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑rSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SCd❑rl rl II I I I 0.004 0.111 3.210 0.008 0.219 3.210 0.012 0.327 3.210 0.016 0.436 3.210 0.020 0.544 3.210 0.024 0.652 3.210 0.028 0.761 3.210 0.032 0.869 3.210 0.036 0.978 3.210 0.040 1.086 3.210 0.044 1.194 3.210 0.048 1.303 3.210 0.052 1.411 3.210 0.056 1.519 3.210 0.060 1.628 3.210 0.064 1.736 3.210 0.068 1.845 3.210 0.072 1.953 3.210 0.076 2.061 3.210 0.080 2.170 3.210 0.084 2.278 3.210 0.088 2.387 3.210 0.092 2.495 3.210 0.096 2.603 3.210 0.100 2.712 3.210 0.104 2.820 3.210 0.108 2.928 3.210 0.112 3.037 3.210 0.116 3.145 3.210 0.120 3.254 3.210 0.124 3.362 3.210 0.128 3.470 3.210 0.132 3.579 3.210 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ s [I ■11 ■ m ■■■1 ■■ s [It ■■ • ■■ ■ L❑❑d ❑❑❑❑ds 22.6 44.7 61.9 79.0 96.2 113.9 131.6 149.8 166.4 180.9 196.7 210.8 222.8 232.1 239.7 246.0 250.8 253.9 256.0 257.2 257.2 256.2 255.5 253.9 252.1 250.4 248.6 245.0 241.3 238.6 235.4 231.9 227.7 ❑®❑❑❑❑ ❑EL❑❑❑ ❑FF❑ ❑TI❑❑ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 73.9 6.3 8.5 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑ Ell ❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ■ 11307,1170• ■1■ ■■ ill ■■■> m■■ 0.507 7.038 0.253 1.001 13.904 0.501 1.384 19.214 0.692 1.764 24.502 0.882 2.146 29.804 1.073 2.538 35.247 1.269 2.930 40.696 1.465 3.330 46.250 1.665 3.696 51.336 1.848 4.015 55.757 2.007 4.359 60.535 2.179 4.666 64.800 2.333 4.926 68.418 2.463 5.128 71.218 2.564 5.289 73.455 2.645 5.423 75.316 2.712 5.521 76.677 2.761 5.583 77.539 2.792 5.624 78.110 2.812 5.643 78.374 2.822 5.638 78.303 2.819 5.609 77.902 2.805 5.588 77.613 2.794 5.546 77.026 2.773 5.501 76.393 2.750 5.459 75.818 2.730 5.413 75.178 2.707 5.330 74.017 2.665 5.242 72.801 2.621 5.177 71.904 2.589 5.103 70.869 2.551 5.022 69.749 2.511 4.925 68.396 2.462 ■■. ■11• ■■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-100 Sr - ilEi ❑❑❑n RC-2 Dr-7- 21.0-21.5' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray weathered limestone D❑mu 7/2/23 ■m■■ ❑H❑❑ co ■m■■ ■m■■ ❑FM❑❑ ❑711 TEAM Consultants, Inc. milli �■�nn milli r ■� ■� Ii ■ 111 ❑171 ❑ S[It FIFE] i■um ■mr ti i■i■n ■um ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■ ■WRLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑II- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ r 3.203 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " DUE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 143.7 SCd❑® R❑LD❑ 0.79 ® mA[E]❑rm❑ Dry y (pcf): 130.2 L❑❑g[II]LDL[I❑ ❑❑ r R❑MM❑ 1.875 �]❑s❑❑m❑❑ ■N gy• ■m ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ FII❑❑ S ❑❑ ❑I ❑ C M❑rErA❑ Da-❑gr❑❑s❑d❑ M ❑CS fir❑ ❑ ❑❑LI]❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑ LEI W ❑❑W ® ES ❑1 ❑❑❑ ❑❑ ® ❑❑❑T11 Dr❑W®❑S❑1❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T11 W®❑❑Dr❑S❑m❑ 102.3 WIIII❑❑W❑ITIr❑ 10.6 ❑ M❑r81111r❑❑ 10.4 DLLI ❑ D❑I❑❑®❑ SIVIN rl II I I I 0.000 0.005 3.203 0.010 0.259 3.203 0.015 0.391 3.203 0.020 0.524 3.203 0.025 0.655 3.203 0.030 0.788 3.203 0.035 0.920 3.203 0.040 1.052 3.203 0.045 1.184 3.203 0.050 1.316 3.203 0.055 1.448 3.203 0.060 1.580 3.203 0.065 1.712 3.203 0.070 1.844 3.203 0.075 1.976 3.203 0.080 2.109 3.203 0.085 2.241 3.203 0.090 2.372 3.203 0.095 2.505 3.203 0.100 2.637 3.203 0.105 2.769 3.203 0.110 2.901 3.203 0.115 3.033 3.203 0.120 3.165 3.203 0.125 3.297 3.203 0.130 3.429 3.203 0.135 3.561 3.203 0.140 3.693 3.203 0.145 3.825 3.203 0.150 3.958 3.203 0.155 4.090 3.203 0.160 4.222 3.203 0.188 4.962 3.203 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■s■I■ SIVIlIg ■I ■■ ■■■ ■ s [I ■I■ ■ m ■■■1 ■■ s [I ■■ • ■1 ■ L❑❑d ❑❑❑❑ds 1.4 23.1 29.7 35.4 41.3 47.5 54.0 60.9 67.9 75.4 83.1 90.9 99.2 107.7 116.3 125.1 134.3 143.8 150.8 156.5 161.6 165.2 167.1 167.1 164.9 162.9 160.3 157.8 155.1 152.0 149.5 147.0 131.5 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑FI❑ ❑TI❑❑ ■ 111 . ■■m■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ ❑❑ ❑❑LL❑R❑ D❑❑LLIILIL]r SILIss ❑❑S❑❑ S❑❑a'❑g SCr❑❑g® ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.033 0.452 0.016 0.519 7.208 0.260 0.665 9.230 0.332 0.792 11.000 0.396 0.923 12.816 0.461 1.060 14.717 0.530 1.202 16.693 0.601 1.354 18.810 0.677 1.509 20.962 0.755 1.672 23.222 0.836 1.841 25.572 0.921 2.010 27.920 1.005 2.193 30.452 1.096 2.378 33.021 1.189 2.563 35.600 1.282 2.753 38.234 1.377 2.952 40.998 1.476 3.155 43.822 1.578 3.306 45.916 1.653 3.425 47.573 1.713 3.532 49.050 1.766 3.607 50.100 1.804 3.644 50.606 1.822 3.637 50.518 1.819 3.584 49.779 1.792 3.538 49.130 1.769 3.476 48.269 1.738 3.417 47.449 1.708 3.353 46.570 1.677 3.283 45.594 1.642 3.224 44.779 1.612 3.165 43.951 1.582 2.810 39.025 1.405 ■■.111• ■■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-100 S❑❑ '-i1❑ ❑❑❑n RC-2 DF-nr- 22.1-22.5' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ LIFTED �. -IFTF- ❑FITI❑F 1 ❑L- TEAM Consultants, Inc. u r ■� ■� Ii ■ 111 Dark gray shale milli milli ■um ■■■■■■11111■• ■■ ! ■-■■ ■■ ■■ -■■■ ■WRIllI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑[111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑ll ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.230 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 111111111 ❑ 71111❑ S ❑❑ ❑I ❑ C M❑rErA❑ Da-❑gr❑❑s❑d❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑Lmr W❑r0❑❑g❑ ❑'❑❑l] SO❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri rS Ell Don ❑❑ Wet y (pcf): 136.7 SIDE R❑LI❑ 0.85 ® mA❑❑r❑❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 123.3 L❑❑glll]DLI]❑ ❑LLr R❑MM❑ 1.750 W®❑❑❑❑❑❑ W ®❑❑Dr❑ S ❑[t❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑Ls® D❑m❑❑®❑ SCd❑u N ri q ''I L❑❑d ❑❑❑L ids 0.000 0.012 3.230 0.007 0.209 3.230 0.015 0.435 3.230 0.023 0.660 3.230 0.031 0.886 3.230 0.039 1.111 3.230 0.047 1.336 3.230 0.055 1.562 3.230 0.063 1.787 3.230 0.067 1.900 3.230 0.075 2.125 3.230 0.083 2.351 3.230 0.091 2.576 3.230 0.099 2.802 3.230 0.107 3.027 3.230 0.115 3.252 3.230 0.123 3.478 3.230 0.131 3.703 3.230 0.139 3.928 3.230 0.147 4.154 3.230 0.155 4.379 3.230 0.163 4.605 3.230 0.171 4.830 3.230 0.179 5.057 3.230 0.187 5.281 3.230 0.195 5.507 3.230 0.203 5.732 3.230 0.211 5.957 3.230 0.219 6.183 3.230 0.227 6.408 3.230 0.229 6.465 3.230 0.231 6.521 3.230 3.230 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ■■m ■■ 17111171 ■ ■sm■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑171 ❑❑LL 57.1 6.2 10.9 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SPIN"" WS-11IL: 2 ❑r❑s❑❑d m❑❑❑ S❑❑Lr®g SLil ®❑❑❑s®❑❑ 1.6 0.035 0.485 0.017 23.4 0.520 7.217 0.260 39.5 0.878 12.188 0.439 53.1 1.175 16.323 0.588 64.9 1.435 19.927 0.717 75.7 1.668 23.170 0.834 85.8 1.887 26.213 0.944 95.0 2.085 28.961 1.043 103.8 2.273 31.572 1.137 107.9 2.360 32.782 1.180 116.2 2.536 35.220 1.268 124.4 2.708 37.611 1.354 132.2 2.872 39.885 1.436 140.0 3.034 42.135 1.517 147.9 3.197 44.398 1.598 155.8 3.359 46.651 1.680 163.6 3.519 48.874 1.760 171.0 3.671 50.979 1.835 178.2 3.817 53.004 1.908 185.6 3.966 55.084 1.983 193.0 4.113 57.119 2.056 200.2 4.257 59.126 2.129 207.1 4.394 61.029 2.197 154.8 3.277 45.512 1.639 150.4 3.176 44.108 1.588 147.9 3.116 43.274 1.558 144.8 3.044 42.271 1.522 141.3 2.962 41.132 1.481 136.7 2.859 39.703 1.429 128.6 2.683 37.268 1.342 126.2 2.631 36.543 1.316 123.6 2.575 35.759 1.287 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑ LL]d ❑❑❑ ❑FI❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-100 S❑❑ '-i1❑ ❑❑❑n RC-3 DF-nr- 29.0-29.6' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑TIrA❑ Dark gray shale D❑mu 7/2/23 r ■� ■� Ii ■ 111 ■Illll■I■ ❑TI❑❑ ❑FITI❑❑ 1■IIIII■I■■ ❑® ❑IT[] ❑® ❑ S I❑FE] TEAM Consultants, Inc. f I I �. . . . I I I I I ❑[ID ❑® ■11111 TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-101 (ST-2) 2.0-4.0' Material Description: Tan and dark brown fat clay Moisture Content (%): 19.9 Average Height (in): 5.470 Before Shear: After Shear: X Average Diameter (in): 2.732 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.002 Initial Dry Density (pcf): 100.8 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.673 Chamber Pressure (initial) (tsf): 0.19 *Saturation (%): 79.8% Chamber Pressure (final) (tsf): 0.19 Maximum Compressive Stength (TSF): 2.01 "Strain at Failure (%): 3.1 30* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.86 0.2 0.00 0.00 0.00 0.020 0.4 5.89 50.0 0.61 0.61 0.31 0.030 0.5 5.90 72.2 0.89 0.88 0.44 0.040 0.7 5.91 94.1 1.16 1.15 0.57 0.050 0.9 5.92 110.2 1.35 1.34 0.67 0.060 1.1 5.93 122.2 1.50 1.48 0.74 0.070 1.3 5.94 131.9 1.62 1.60 0.80 0.080 1.5 5.95 139.5 1.71 1.69 0.84 0.090 1.6 5.96 145.9 1.79 1.76 0.88 0.100 1.8 5.97 151.1 1.85 1.82 0.91 0.110 2.0 5.98 155.5 1.91 1.87 0.94 0.120 2.2 6.00 159.3 1.96 1.91 0.96 0.130 2.4 6.01 162.5 2.00 1.95 0.97 0.140 2.6 6.02 165.2 2.03 1.98 0.99 0.150 2.7 6.03 167.1 2.05 2.00 1.00 0.160 2.9 6.04 168.3 2.07 2.01 1.00 0.170 3.1 6.05 168.9 2.07 2.01 1.00 0.180 3.3 6.06 163.5 2.01 1.94 0.97 0.190 3.5 6.07 158.7 1.95 1.88 0.94 0.200 3.7 6.09 150.3 1.85 1.78 0.89 0.210 3.8 6.10 140.2 1.72 1.66 0.83 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-101 (ST-2) 2.0-4.0' Material Description: Tan and dark brown fat clay Stress -Strain W1 2.0 n H 1.5 41 L / �+ 1.0 y �r O V / r 0.5 / 0.0 (� 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-101 (ST-4) 6.0-8.0' Material Description: Tan and brown lean clay Moisture Content (%): 18.1 Average Height (in): 5.468 Before Shear: After Shear: X Average Diameter (in): 2.743 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.993 Initial Dry Density (pcf): 111.1 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.516 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 94.6% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 2.01 "Strain at Failure (%): 10.6 55' Angular Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.91 5.7 0.07 0.07 0.03 0.031 0.6 5.94 56.7 0.69 0.69 0.34 0.120 2.2 6.04 117.1 1.43 1.39 0.70 0.160 2.9 6.09 130.4 1.59 1.54 0.77 0.200 3.7 6.13 140.4 1.71 1.65 0.82 0.240 4.4 6.18 148.5 1.81 1.73 0.86 0.280 5.1 6.23 155.8 1.90 1.80 0.90 0.320 5.9 6.28 161.7 1.97 1.85 0.93 0.340 6.2 6.30 164.4 2.00 1.88 0.94 0.380 7.0 6.35 169.3 2.06 1.92 0.96 0.420 7.7 6.40 173.3 2.11 1.95 0.97 0.460 8.4 6.45 176.7 2.15 1.97 0.99 0.500 9.1 6.50 179.9 2.19 1.99 0.99 0.540 9.9 6.56 182.5 2.22 2.00 1.00 0.580 10.6 6.61 184.4 2.25 2.01 1.00 0.620 11.3 6.67 185.2 2.26 2.00 1.00 0.660 12.1 6.72 185.1 2.25 1.98 0.99 0.700 12.8 6.78 184.1 2.24 1.95 0.98 0.740 13.5 6.83 181.0 2.21 1.91 0.95 0.780 14.3 6.89 175.3 2.14 1.83 0.91 0.820 15.0 6.95 166.2 2.02 1.72 0.86 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0' Material Description: Tan and brown lean clay Stress -Strain W1 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 2.0 �G H 1.5 N 41 Gl L / �+ 1.0 O V 0.5 0.0 0.0 2.0 4.0 6.0 8.0 10.0 Strain (%) Remarks: 2of2 I I I I I I I I I I 12.0 14.0 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■ 1WRLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑II- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.043 ®° ❑❑[g❑❑❑] ❑®❑❑ " DUE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 131.7 SCd❑® R❑LD❑ 0.97 ® mA[E]❑❑❑❑ Dry y (pcf): 114.3 L❑❑gLI1DL[I❑ ❑LLr R❑MM❑ 1.568 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■� ■ ■■ ■ ■. m■ 111111111 ❑ EFI❑❑ S ❑❑ ❑I ❑ ❑ R ❑ FTI D ❑❑iiii❑ ❑❑®ET❑ET❑ M❑rErA❑ Da-❑gr❑❑s❑d❑ M❑CSLIOr❑ ❑❑❑LI]❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑IIDA❑ ❑❑[IT] ❑❑❑ W ❑❑W ® [$ ❑1 ❑❑❑ ❑❑ ® ❑❑❑11 Dr❑W®❑S❑1❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T11 W ®❑❑Dr❑ S ❑[tL] 38 WEII❑❑W❑ITIr❑ 5.8 ❑ M❑C81111r❑❑ 15.3 ❑a'Fnd DLIJ ❑ D❑❑LLIILIL]r SCI LIsS ❑❑S❑❑ S❑❑a ❑g SLraig® D❑m❑❑®❑ SFFII rl 9 1 1 1 L❑❑d ❑❑❑❑ds ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.000 0.001 3.043 2.2 0.052 0.723 0.026 0.001 0.034 3.043 14.2 0.336 4.670 0.168 0.014 0.455 3.043 39.7 0.936 12.998 0.468 0.019 0.618 3.043 46.2 1.085 15.074 0.543 0.024 0.780 3.043 51.9 1.219 16.935 0.610 0.029 0.942 3.043 57.4 1.346 18.696 0.673 0.034 1.104 3.043 62.9 1.471 20.433 0.736 0.039 1.266 3.043 67.7 1.582 21.976 0.791 0.044 1.427 3.043 72.7 1.696 23.548 0.848 0.049 1.589 3.043 77.1 1.794 24.920 0.897 0.054 1.752 3.043 81.1 1.885 26.183 0.943 0.059 1.914 3.043 85.0 1.973 27.407 0.987 0.064 2.076 3.043 88.9 2.060 28.615 1.030 0.069 2.238 3.043 92.7 2.145 29.785 1.072 0.074 2.400 3.043 96.1 2.220 30.833 1.110 0.079 2.562 3.043 99.5 2.295 31.873 1.148 0.084 2.724 3.043 102.6 2.361 32.788 1.180 0.089 2.886 3.043 105.3 2.419 33.595 1.209 0.094 3.048 3.043 107.6 2.469 34.295 1.235 0.099 3.210 3.043 109.6 2.509 34.852 1.255 0.104 3.372 3.043 111.5 2.550 35.410 1.275 0.109 3.534 3.043 112.5 2.568 35.670 1.284 0.114 3.696 3.043 113.4 2.583 35.874 1.292 0.119 3.858 3.043 114.0 2.594 36.021 1.297 0.124 4.020 3.043 114.3 2.597 36.061 1.298 0.129 4.182 3.043 114.1 2.586 35.917 1.293 0.134 4.344 3.043 113.0 2.559 35.534 1.279 0.139 4.506 3.043 109.9 2.483 34.490 1.242 0.144 4.668 3.043 106.7 2.407 33.432 1.204 0.149 4.830 3.043 104.0 2.341 32.515 1.171 0.154 4.992 3.043 101.1 2.274 31.575 1.137 0.159 5.154 3.043 97.7 2.193 30.460 1.097 0.164 5.316 3.043 94.6 2.120 29.441 1.060 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ rn N ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-101 S❑❑ ❑1❑ ❑❑a❑ RC-1 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 ■111■■ ■111■■ ■111■■ r ❑FT1❑❑ ❑FT1❑❑ / ❑FITI❑❑ ❑® ❑FITI TEAM Consultants, Inc. 1■11111 r ■� ■� Ii ■ 111 Dark gray shale milli DF--7- 20.3-20.7' ❑❑❑❑ ❑❑LLI❑D ❑❑M❑R❑SSA❑ S❑R❑❑G❑❑ ❑ ❑ R❑ ❑❑ LILS❑M DLIL❑❑❑❑ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑MEH W❑❑ r ❑r❑❑EI1 ❑❑❑❑❑❑mMF 111111111 ❑TI❑❑ s❑❑ ❑10 ❑ R❑FTI D❑❑o❑ ❑❑ITIFT111® ❑❑❑M ❑r❑iii❑❑❑❑ai ❑❑❑❑❑❑ D❑m❑ ❑ETIE1111 M❑❑IrAii GrEll] I® [is ue❑❑ ❑❑[g❑❑❑❑ ❑rM❑❑ D®®❑ ❑FM❑❑ 'M❑CSaur❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ Li Li ❑❑IL❑R❑ ❑❑rO❑❑❑❑ ❑ MLL D®®❑ ❑LE❑❑ _r 3.319 ®° ❑❑fir❑ LI[I❑®gs❑ ❑ ❑LM11' ❑❑Cg❑❑❑❑ ❑ ME " D1111®❑ ❑FM❑❑ „ ❑❑❑IDAF1 ❑❑1111 w❑ll ❑'❑❑EM SrV❑® R❑®❑ ❑FF❑❑ -TiolE ll®❑®❑ W❑❑wFri FS Ell Don ❑❑ Wet y (pcf): 155.3 SIDE R❑LLI❑ 0.99 ® [MHLI❑LI❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 149.7 L❑❑gIIDDLI❑ ❑LOr R❑MM❑ 1.224 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑ 11d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q i ''I L.❑❑d ❑❑❑❑ds 0.006 0.232 3.319 0.009 0.352 3.319 0.012 0.471 3.319 0.015 0.590 3.319 0.018 0.709 3.319 0.021 0.829 3.319 0.024 0.948 3.319 0.027 1.067 3.319 0.030 1.186 3.319 0.033 1.305 3.319 0.036 1.425 3.319 0.039 1.544 3.319 0.042 1.663 3.319 0.045 1.782 3.319 0.048 1.901 3.319 0.051 2.021 3.319 0.054 2.140 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 3.319 SCE❑ILL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D ❑LLr❑ ❑=❑ ❑ ❑❑❑ M ❑❑LLL ❑❑ S Lill =❑❑❑s ue ■■m ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑1M 267.3 10 3.7 SPIN"" WS-11IL: S❑❑ir®g SLil ®❑❑❑s®❑❑ 719.0 15.563 216.141 7.782 769.3 16.632 230.987 8.316 1067.0 23.041 319.990 11.520 1436.3 30.976 430.199 15.488 2013.0 43.364 602.235 21.682 2814.0 60.545 840.847 30.272 3667.5 78.814 1094.568 39.407 4692.1 100.709 1398.653 50.355 5850.9 125.430 1741.975 62.715 7056.8 151.101 2098.489 75.550 8403.9 179.726 2496.040 89.863 9709.8 207.405 2880.435 103.702 10585.3 225.832 3136.350 112.916 11906.7 253.715 3523.588 126.857 9475.0 201.655 2800.583 100.827 8642.6 183.715 2551.434 91.858 7612.6 161.624 2244.628 80.812 ❑®❑❑❑❑ ❑LL]❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-101 S❑❑ '-i1❑ ❑❑❑n RC-1 D❑nr- 25.3-25.6 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ❑❑❑IM❑❑ co ■■m■■ ❑FM❑❑ ❑711 TEAM Consultants, Inc. r ■� ■� Ii ■ 111 ❑T11 ❑1171 �■�nn ■um ■■■■■■III ■• ■■ ! ■-■■ ■■ ■■ -■■■ ■WRIllI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑I]- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FIM❑❑ ❑❑rO❑❑❑❑ ❑IFM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.224 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 111111111 ❑ FII❑❑ S ❑❑ ❑I ❑ C M❑rErA❑ Da-❑gr❑❑s[1d❑ M ❑CS fir❑ ❑ ❑❑LI]❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑Lmr W❑r0❑❑g❑ ❑'❑❑l] SrV❑® R❑®❑ ❑TF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 136.7 SIDE R❑LI❑ 0.85 ® mA❑❑r❑❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 123.0 L❑❑gLilDLI]❑ ❑LOr R❑MM❑ 1.454 W®❑❑❑❑❑❑ W ®❑❑Dr❑ S ❑[tL] L❑s❑❑m❑❑ ❑❑❑❑❑ 11d ❑❑❑ ❑r❑ss®❑ WEII❑❑W❑IT111i❑ ❑ M❑CSE[Or❑❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q ''I L❑❑d ❑❑❑L ids 0.001 0.032 3.224 0.007 0.235 3.224 0.015 0.507 3.224 0.023 0.778 3.224 0.031 1.050 3.224 0.039 1.321 3.224 0.047 1.593 3.224 0.055 1.865 3.224 0.063 2.137 3.224 0.067 2.272 3.224 0.075 2.544 3.224 0.083 2.815 3.224 0.091 3.087 3.224 0.099 3.358 3.224 0.107 3.630 3.224 0.115 3.902 3.224 0.123 4.173 3.224 0.131 4.445 3.224 0.139 4.716 3.224 0.147 4.988 3.224 0.155 5.259 3.224 0.163 5.531 3.224 0.171 5.803 3.224 0.179 6.074 3.224 0.187 6.346 3.224 0.195 6.618 3.224 0.203 6.889 3.224 0.211 7.161 3.224 0.219 7.432 3.224 0.227 7.704 3.224 0.229 7.772 3.224 0.230 7.806 3.224 3.224 SCE❑ILL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LILL ❑❑ SILIss =❑❑❑5L111 ■■m ■■ 17111171 ■ ■_ m■ II ■■• ■■ ■■ ■■■ ■ SOVIIIII ■ MEIEIFI1 ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 113.8 12.7 11.2 R❑FTI D❑❑o❑ ❑❑ITIFT111® GR❑❑❑®❑LD❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑❑❑❑g1❑ DLILILLIILIL]r SILIssm ■■ SLILILrLilig SLrLILIgLIL1 m, ■■ m m EFFIE m■■ 7.0 0.156 2.166 0.078 26.4 0.589 8.175 0.294 45.5 1.011 14.044 0.506 61.8 1.370 19.020 0.685 76.4 1.689 23.462 0.845 89.5 1.973 27.404 0.987 101.6 2.234 31.020 1.117 112.8 2.472 34.328 1.236 122.9 2.686 37.302 1.343 127.7 2.787 38.711 1.394 136.6 2.972 41.281 1.486 145.2 3.153 43.786 1.576 153.3 3.318 46.080 1.659 160.2 3.458 48.024 1.729 167.2 3.599 49.978 1.799 174.0 3.734 51.862 1.867 180.0 3.852 53.492 1.926 185.4 3.957 54.955 1.979 189.9 4.040 56.113 2.020 192.9 4.093 56.847 2.047 194.8 4.121 57.237 2.061 195.6 4.127 57.318 2.064 195.3 4.109 57.063 2.054 193.3 4.056 56.332 2.028 189.6 3.965 55.069 1.983 183.7 3.832 53.218 1.916 176.8 3.678 51.076 1.839 169.6 3.516 48.835 1.758 163.1 3.373 46.840 1.686 154.7 3.189 44.291 1.595 152.1 3.133 43.511 1.566 150.7 3.102 43.087 1.551 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ _W ❑FF❑ ❑TI❑❑ co ❑FM❑❑ FITTED ❑TI❑❑ LIFTED LIFTED FITTED FITTED ■m■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-101 S❑❑ '-i1❑ ❑❑❑n RC-2 DF-nr- 29.9-30.4 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 L L ❑® TEAM Consultants, Inc. r ■� ■� Ii ■ 111 A Dark gray shale ❑® ❑® ❑® i■um i■um ■um TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-102 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Moisture Content (%): 30.1 Average Height (in): 5.477 Before Shear: After Shear: X Average Diameter (in): 2.720 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.014 Initial Dry Density (pcf): 91.2 Avg Rate of Strain (%/min): 0.55 l *Void Ratio (e ): 0.849 Chamber Pressure (initial) (tsf): 0.00 I *Saturation (%): 95.8% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 1.60 "Strain at Failure (%): 4.4 Horizontal/Vertical Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.81 6.7 0.08 0.08 0.04 0.020 0.4 5.83 28.6 0.36 0.35 0.18 0.045 0.8 5.86 77.8 0.96 0.96 0.48 0.065 1.2 5.88 105.4 1.31 1.29 0.65 0.100 1.8 5.92 124.1 1.54 1.51 0.76 0.240 4.4 6.08 135.4 1.68 1.60 0.80 0.280 5.1 6.12 136.2 1.69 1.60 0.80 0.320 5.8 6.17 136.9 1.70 1.60 0.80 0.340 6.2 6.19 137.1 1.70 1.59 0.80 0.380 6.9 6.24 137.4 1.70 1.58 0.79 0.420 7.7 6.29 136.9 1.70 1.57 0.78 0.460 8.4 6.34 136.1 1.69 1.54 0.77 0.500 9.1 6.39 135.2 1.68 1.52 0.76 0.540 9.9 6.45 134.2 1.66 1.50 0.75 0.580 10.6 6.50 132.7 1.65 1.47 0.73 0.620 11.3 6.55 131.1 1.62 1.44 0.72 0.660 12.1 6.61 129.2 1.60 1.41 0.70 0.700 12.8 6.66 127.6 1.58 1.38 0.69 0.740 13.5 6.72 125.4 1.55 1.34 0.67 0.780 14.2 6.77 122.8 1.52 1.30 0.65 0.820 15.0 6.83 119.9 1.49 1.26 0.63 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-102 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Stress -Strain 1.8 1.6 i 1.4 1.2 LL 1.0 1 G1 L 0.8 u d � v 0.6 0.4 1 i 0.2 i 0.0 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 0.0 2.0 4.0 6.0 8.0 10.0 12.0 Strain (%) Remarks: 14.0 242012 7/3/2024 16.0 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■ 1WRLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑II- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.410 ®° ❑❑Cg❑❑❑❑ ❑ 1=1 " DUE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 147.0 SCd❑® R❑LD❑ 0.76 ® mA[E]❑❑❑❑ Dry y (pcf): 130.1 L❑❑g[II]LDL[I❑ ❑❑ r R❑MM❑ 1.898 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ EFI❑❑ S ❑❑ ❑I ❑ ❑ R ❑ FTI D ❑❑o❑ ❑❑®ET❑ET❑ M❑rErA❑ Da-❑gr❑❑s❑d❑ M❑CSLIOr❑ ❑❑❑LI]❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑IIDA❑ ❑❑[IT] ❑❑❑ W ❑❑W ® [S ❑1 ❑❑❑ ❑❑ ® ❑❑❑11 Dr❑W®❑S❑1❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T11 W®❑❑Dr❑S❑m❑ 246.4 WEII❑❑W❑ITIr❑ 31.9 ❑ M❑C81111r❑❑ 12.9 1111g111 DLEI ❑ D❑❑LLIILIL]r SCI LIsS ❑❑S❑❑ S❑❑a ❑g SLraig® D❑m❑❑®❑ SIVIN rl 9 1 1 1 L❑❑d ❑❑❑❑ds ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.001 0.014 3.410 0.3 0.006 0.078 0.003 0.008 0.191 3.410 3.4 0.072 1.006 0.036 0.015 0.384 3.410 15.5 0.325 4.516 0.163 0.020 0.511 3.410 29.1 0.611 8.489 0.306 0.025 0.637 3.410 42.7 0.895 12.435 0.448 0.030 0.764 3.410 55.1 1.155 16.040 0.577 0.035 0.890 3.410 66.6 1.394 19.353 0.697 0.040 1.017 3.410 77.5 1.620 22.497 0.810 0.045 1.143 3.410 87.2 1.821 25.290 0.911 0.050 1.269 3.410 96.4 2.010 27.915 1.005 0.055 1.396 3.410 105.1 2.188 30.382 1.094 0.060 1.522 3.410 112.9 2.348 32.614 1.174 0.065 1.649 3.410 120.7 2.507 34.812 1.253 0.070 1.775 3.410 128.0 2.656 36.881 1.328 0.075 1.901 3.410 134.8 2.793 38.787 1.396 0.080 2.028 3.410 141.1 2.919 40.534 1.459 0.085 2.154 3.410 146.7 3.031 42.088 1.515 0.090 2.280 3.410 151.9 3.134 43.523 1.567 0.095 2.407 3.410 156.6 3.228 44.829 1.614 0.100 2.533 3.410 160.4 3.301 45.845 1.651 0.105 2.660 3.410 162.3 3.336 46.329 1.668 0.110 2.786 3.410 164.0 3.367 46.763 1.684 0.115 2.913 3.410 165.3 3.389 47.071 1.695 0.120 3.039 3.410 165.7 3.392 47.111 1.696 0.125 3.165 3.410 164.8 3.370 46.806 1.685 0.130 3.292 3.410 162.4 3.315 46.045 1.658 0.135 3.418 3.410 159.2 3.248 45.103 1.624 0.140 3.545 3.410 157.4 3.206 44.524 1.603 0.145 3.671 3.410 156.0 3.173 44.065 1.586 0.150 3.798 3.410 154.4 3.137 43.564 1.568 0.155 3.924 3.410 152.9 3.101 43.067 1.550 0.160 4.050 3.410 151.0 3.060 42.498 1.530 0.165 4.177 3.410 125.7 2.543 35.310 1.271 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ rn co ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ ❑FTI❑❑ - - ❑7 ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-102 S❑❑ ❑I❑ ❑❑a❑ RC-3 D❑❑❑- 27.2-27.7' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑TIrA❑ Dark gray shale D❑mu 7/2/23 TEAM Consultants, Inc. milli r ■� ■� Ii ■ 111 1■11111 milli milli ❑F-1 ❑-1 ■■■■■■111■• ■ ■-■11 1yiI•111■■■■ ❑r❑IIII❑IIII ❑❑gl❑ M❑❑❑IIIIIE W❑❑ r ❑r❑❑111 ❑❑❑❑❑❑mom 111111111 ❑1111❑❑ S❑❑ [I❑ ❑ R❑FTI D❑❑o❑ ❑❑®111❑IT11❑ ❑❑❑M ❑r❑uo❑❑❑❑a] ❑❑❑❑❑❑ D❑iii❑ ❑TITT1111 muErA❑ GrEll] 11111 ❑sue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ D®®❑ ❑FM❑❑ ' M❑CSLL]r❑ ❑❑❑E11111MS❑M D ❑❑❑❑❑ GR❑❑❑®❑LD❑S❑R®❑®❑ ❑❑ ❑❑1❑R❑ ❑❑rO❑❑❑❑ ❑U❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.182 ®° ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Iffi- ❑❑[g❑❑❑❑ ❑®❑❑ " DIIII®❑ ❑FM❑❑ 1 1 W010❑❑g❑ ❑❑Em SrV❑® R❑®❑ ❑TF❑❑ ®❑❑❑smll®❑E[D❑ W❑❑W® [S Ell ❑❑❑❑❑ Wet y (pcf): 156.0 SCd❑io Rani 0.87 [E] rnn❑rl Dr❑w®❑S❑I❑❑❑❑❑ [1] Dry y (pcf): 146.6 L❑❑glll]DLI]❑ ❑E[Lr R❑MM❑ 1.434 W®❑❑❑❑❑❑ W ®❑❑Dr❑ S ❑[t❑ LI❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ssTI❑ WEII❑❑W❑[Tlr❑ ❑ M❑CSETr❑❑ ❑❑❑MMLLDg Did ❑ ❑r❑ss❑r❑ 1Ms® D❑m❑❑®❑ SCd❑LI rl I L❑❑d ❑❑❑L Ids 0.000 0.002 3.182 0.001 0.037 3.182 0.003 0.106 3.182 0.005 0.176 3.182 0.007 0.245 3.182 0.009 0.314 3.182 0.011 0.384 3.182 0.013 0.453 3.182 0.015 0.522 3.182 0.017 0.591 3.182 0.019 0.661 3.182 0.021 0.730 3.182 0.023 0.799 3.182 0.025 0.868 3.182 0.027 0.938 3.182 0.029 1.007 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 3.182 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ S[rlss ❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑sue ■■m ■■ ■[I■ ■ ■sm■ STITIg ■l] ■I ■■M ■ S [I■■1 ■ m ■■■1 ■■ S [It■■• ■i ■ ❑❑❑ �� 86 5.5 6.4 S❑❑mr❑d • LILILLIILIL]r S r LIss ELIS ■■ SLILILrLilig SLrLILIgLIL1 MET] m m EFFIE m■■ 87.4 1.978 27.477 0.989 132.2 2.991 41.545 1.496 212.3 4.800 66.661 2.400 424.9 9.600 133.325 4.800 739.4 16.694 231.850 8.347 1070.5 24.151 335.411 12.076 1525.8 34.400 477.748 17.200 2119.5 47.752 663.185 23.876 2784.3 62.686 870.579 31.343 3446.1 77.532 1076.771 38.766 3883.3 87.306 1212.505 43.653 3707.8 83.302 1156.899 41.651 3697.2 83.006 1152.789 41.503 3639.4 81.651 1133.974 40.826 3608.9 80.912 1123.707 40.456 3297.3 73.873 1025.943 36.936 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑❑IF[]❑ ❑TTI❑ ■■.111• ■■■ ■ ca ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑❑❑ Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-102 S❑❑ ❑I❑ ❑❑ai RC-6 D❑❑r❑F ❑❑❑M ❑r❑u❑❑❑❑❑❑ 242012 D❑LIL❑ 7/2/23 MINIMUM ■■m■■ ❑❑®❑❑ �. ❑❑n❑❑ ❑u TEAM Consultants, Inc. ❑n ■i■ S ILISS C5 S TLIM ■ III ❑ S [It ❑1111 Gray limestone ■1■ 40.7-41.0' ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom 111111111 ❑TI❑❑ S❑❑ ❑I❑ ❑ R❑FTI D❑❑o❑ ❑❑®E111❑IT11❑ ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ D❑ii❑ ❑1FITT11❑ miiaral❑ GrEll] I FIE [Is ue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ D®®❑ ❑FM❑❑ ' M❑CSL111r❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ Li Li ❑❑rO❑❑❑❑ ❑ MLL D®®❑ ❑LE]❑❑ r 3.203 ®° ❑❑fir❑ LILI❑®gs❑ ❑ ❑LM11- ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 1 1 W010❑❑g❑ ❑❑❑ Sr1❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri rS Ell ❑❑❑❑❑ Wet y (pcf): 152.9 SLraz R❑Li❑ 0.75 ® mA❑❑rMFI Dr❑W®❑S❑l❑❑❑❑❑ Ell Dry y (pcf): 143.5 L❑❑glll]DLI]❑ ❑LLr R❑MM❑ 1.973 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ WE11❑❑W❑IT111i❑ ❑ M❑CSE[Or❑❑ ❑r❑ss❑r❑ 1Ms® D❑m❑❑®❑ STUN ri q ''I L❑❑d ❑❑❑L ids 0.000 0.001 3.203 0.001 0.024 3.203 0.003 0.074 3.203 0.005 0.124 3.203 0.007 0.175 3.203 0.009 0.225 3.203 0.011 0.275 3.203 0.013 0.325 3.203 0.015 0.375 3.203 0.017 0.426 3.203 0.019 0.476 3.203 0.021 0.526 3.203 0.023 0.576 3.203 0.025 0.626 3.203 0.027 0.677 3.203 0.029 0.727 3.203 0.031 0.777 3.203 0.033 0.827 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 3.203 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑5L111 ■■m ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T 124.1 8.1 6.5 S❑❑mr❑d •■■mmr SIL]ss m ■■ SLILILrilig SLrL1L1gL1L1 m, ■■ m m m■■■> m■■ 96.9 2.179 30.261 1.089 146.8 3.300 45.834 1.650 224.0 5.033 69.896 2.516 399.1 8.963 124.475 4.481 784.1 17.599 244.418 8.800 1144.1 25.664 356.428 12.832 1669.8 37.439 519.955 18.720 2361.0 52.909 734.803 26.455 3184.2 71.322 990.525 35.661 4156.9 93.061 1292.438 46.531 5180.1 115.910 1609.758 57.955 6267.9 140.180 1946.815 70.090 7402.5 165.472 2298.074 82.736 8392.1 187.499 2603.980 93.749 9738.5 217.470 3020.229 108.735 11048.7 246.603 3424.819 123.301 7322.1 163.343 2268.507 81.671 6159.5 137.338 1907.352 68.669 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-102 S❑❑ ❑I❑ ❑❑ai RC-7 DCCFIFF 46.0-46.4' ❑❑❑M r-uLL❑❑❑ 242012 M❑TIrA❑ Gray limestone D❑LLI❑ 7/2/23 0 ❑❑❑rm❑❑ 14 U) ■■m■■ ❑FITI❑❑ ❑o TEAM Consultants, Inc. STCsS Cs SCr❑FFH will ■11■ i■um i■um ■um ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■ 1WRLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑II- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.363 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " DUE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 128.3 SCd❑® R❑LD❑ 0.76 ® mA[E]❑❑❑❑ Dry y (pcf): 116.0 L❑❑g[II]LDL[I❑ ❑❑ r R❑MM❑ 1.919 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ EFI❑❑ S ❑❑ ❑I ❑ ❑ R ❑ FTI D ❑❑o❑ ❑❑®ET❑ET❑ M❑rErA❑ Da-❑gr❑❑s❑d❑ M❑CSLIOr❑ ❑❑❑LI]❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑IIDA❑ ❑❑[IT] ❑❑❑ W ❑❑W ® [$ ❑1 ❑❑❑ ❑❑ ® ❑❑❑11 Dr❑W®❑S❑1❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T W®❑❑Dr❑S❑m❑ 187.6 WEII❑❑W❑ITIr❑ 19.8 ❑ M❑C81111r❑❑ 10.6 ❑ErFnd DLEI ❑ D❑❑LLIILIL]r SCI LIsS ❑❑S❑❑ S❑❑a ❑g SLraig® D❑m❑❑®❑ SIVIN rl 9 1 1 1 L❑❑d ❑❑❑❑ds ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.001 0.016 3.363 1.7 0.035 0.492 0.018 0.007 0.172 3.363 40.7 0.869 12.075 0.435 0.011 0.273 3.363 57.3 1.224 17.001 0.612 0.015 0.373 3.363 72.4 1.545 21.454 0.772 0.019 0.474 3.363 86.6 1.846 25.634 0.923 0.023 0.575 3.363 100.4 2.137 29.683 1.069 0.027 0.676 3.363 114.1 2.427 33.702 1.213 0.031 0.776 3.363 127.4 2.705 37.574 1.353 0.035 0.877 3.363 140.4 2.979 41.370 1.489 0.039 0.978 3.363 153.5 3.254 45.185 1.627 0.043 1.078 3.363 165.8 3.512 48.777 1.756 0.047 1.179 3.363 179.1 3.789 52.624 1.895 0.051 1.280 3.363 192.0 4.059 56.367 2.029 0.055 1.381 3.363 204.1 4.309 59.840 2.154 0.059 1.481 3.363 215.7 4.549 63.183 2.275 0.063 1.582 3.363 227.1 4.785 66.449 2.392 0.067 1.682 3.363 238.5 5.019 69.710 2.510 0.071 1.783 3.363 249.8 5.253 72.949 2.626 0.075 1.884 3.363 261.8 5.498 76.362 2.749 0.079 1.985 3.363 272.9 5.727 79.531 2.863 0.083 2.086 3.363 283.7 5.948 82.608 2.974 0.087 2.186 3.363 293.7 6.151 85.431 3.076 0.091 2.287 3.363 302.5 6.328 87.879 3.164 0.095 2.388 3.363 309.2 6.463 89.756 3.231 0.099 2.488 3.363 314.0 6.555 91.040 3.278 0.103 2.589 3.363 318.7 6.647 92.314 3.324 0.107 2.690 3.363 321.9 6.705 93.124 3.353 0.111 2.791 3.363 323.8 6.739 93.598 3.370 0.115 2.891 3.363 323.6 6.727 93.428 3.364 0.119 2.992 3.363 320.1 6.648 92.330 3.324 0.123 3.093 3.363 313.6 6.505 90.348 3.253 0.127 3.193 3.363 298.6 6.190 85.960 3.095 0.131 3.294 3.363 236.5 4.898 68.017 2.449 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-102 S❑❑ '-iI❑ ❑❑❑n RC-9 DF-nr- 55.3-56.4' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑TIrA❑ Dark gray shale D❑mu 7/2/23 ■m■■ ■m■■ ❑"❑❑ ❑M❑❑ i■i■n TEAM Consultants, Inc. r ■� ■� Ii ■ 111 i■i■n ■um i■i■n i■i■n u TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-103 (ST-4) 6.0-8.0' Material Description: Dark brown fat clay Moisture Content (%): 28.7 Average Height (in): 5.472 Before Shear: After Shear: X Average Diameter (in): 2.702 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.025 Initial Dry Density (pcf): 96.9 Avg Rate of Strain (%/min): 0.55 - *Void Ratio (e ): 0.739 Chamber Pressure (initial) (tsf): 0.44 *Saturation (%): 104.7% Chamber Pressure (final) (tsf): 0.44 Maximum Compressive Stength (TSF): 1.93 "Strain at Failure (%): 12.7 20* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.035 0.6 5.77 98.0 1.23 1.22 0.61 0.075 1.4 5.82 129.5 1.63 1.60 0.80 0.115 2.1 5.86 139.7 1.75 1.72 0.86 0.155 2.8 5.90 145.7 1.83 1.78 0.89 0.195 3.6 5.95 149.8 1.88 1.81 0.91 0.235 4.3 5.99 153.5 1.93 1.84 0.92 0.275 5.0 6.04 156.4 1.96 1.86 0.93 0.315 5.8 6.09 159.2 2.00 1.88 0.94 0.335 6.1 6.11 160.3 2.01 1.89 0.94 0.375 6.9 6.16 162.1 2.03 1.89 0.95 0.415 7.6 6.21 164.4 2.06 1.91 0.95 0.455 8.3 6.26 166.5 2.09 1.92 0.96 0.495 9.0 6.31 168.5 2.11 1.92 0.96 0.535 9.8 6.36 170.4 2.14 1.93 0.96 0.575 10.5 6.41 171.6 2.15 1.93 0.96 0.615 11.2 6.46 173.2 2.17 1.93 0.96 0.655 12.0 6.52 174.7 2.19 1.93 0.96 0.695 12.7 6.57 176.3 2.21 1.93 0.97 0.735 13.4 6.63 177.5 2.23 1.93 0.96 0.775 14.2 6.68 178.6 2.24 1.92 0.96 0.815 14.9 6.74 179.8 2.26 1.92 0.96 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-103 (ST-4) 6.0-8.0' Material Description: Dark brown fat clay W1 2.0 0.5 0.0 0.0 Remarks: 2of2 Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Strain (%) 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-103 (ST-5) 8.0-10.0' Material Description: Tan and brown clay Moisture Content (%): 22.2 Average Height (in): 5.465 Before Shear: After Shear: X Average Diameter (in): 2.732 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.000 Initial Dry Density (pcf): 107.7 Avg Rate of Strain (%/min): 0.55 - *Void Ratio (e ): 0.564 Chamber Pressure (initial) (tsf): 0.56 *Saturation (%): 106.2% Chamber Pressure (final) (tsf): 0.56 Maximum Compressive Stength (TSF): 3.09 "Strain at Failure (%): 12.4 20* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.87 2.6 0.03 0.03 0.02 0.060 1.1 5.93 170.5 2.10 2.07 1.04 0.115 2.1 5.99 203.7 2.50 2.45 1.22 0.200 3.7 6.08 230.1 2.83 2.72 1.36 0.255 4.7 6.15 242.3 2.98 2.84 1.42 0.350 6.4 6.26 257.0 3.16 2.95 1.48 0.475 8.7 6.42 271.7 3.34 3.05 1.52 0.500 9.1 6.45 273.9 3.36 3.06 1.53 0.525 9.6 6.48 276.2 3.39 3.07 1.53 0.550 10.1 6.52 278.1 3.42 3.07 1.54 0.575 10.5 6.55 280.0 3.44 3.08 1.54 0.600 11.0 6.58 281.6 3.46 3.08 1.54 0.625 11.4 6.62 283.5 3.48 3.08 1.54 0.650 11.9 6.65 285.4 3.51 3.09 1.54 0.675 12.4 6.69 287.2 3.53 3.09 1.55 0.700 12.8 6.72 288.4 3.54 3.09 1.54 0.725 13.3 6.76 289.7 3.56 3.09 1.54 0.750 13.7 6.79 290.9 3.57 3.08 1.54 0.775 14.2 6.83 291.8 3.59 3.07 1.54 0.800 14.6 6.87 292.4 3.59 3.06 1.53 0.825 15.1 6.90 293.6 3.61 3.06 1.53 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-103 (ST-5) 8.0-10.0- Material Description: Tan and brown clay Stress -Strain 3.5 3.0 --� —CJ-- .r ram' N 2.0 / v / 4 / v 1.5 u / v / O / U / 1.0 / 0.5 / / 0.0 ~ 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-103 (ST-6) 13.0-15.0' Material Description: Tan and gray lean clay Moisture Content (%): 13.5 Average Height (in): 5.460 Before Shear: After Shear: X Average Diameter (in): 2.704 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.019 Initial Dry Density (pcf): 120.7 Avg Rate of Strain (%/min): 0.92 *Void Ratio (e ): 0.396 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 92.2% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 3.78 "Strain at Failure (%): 6.14 Crushed Top Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.74 0.5 0.01 0.01 0.00 0.010 0.2 5.75 49.1 0.62 0.62 0.31 0.015 0.3 5.76 66.5 0.83 0.83 0.42 0.020 0.4 5.76 80.5 1.01 1.01 0.50 0.025 0.5 5.77 92.9 1.16 1.16 0.58 0.030 0.6 5.77 104.1 1.30 1.30 0.65 0.035 0.6 5.78 114.2 1.43 1.42 0.71 0.075 1.4 5.82 170.2 2.13 2.10 1.05 0.115 2.1 5.87 210.9 2.64 2.59 1.29 0.155 2.8 5.91 245.3 3.08 2.99 1.49 0.195 3.6 5.96 271.4 3.40 3.28 1.64 0.235 4.3 6.00 291.9 3.66 3.50 1.75 0.275 5.0 6.05 307.9 3.86 3.67 1.83 0.315 5.8 6.09 319.7 4.01 3.78 1.89 0.335 6.1 6.12 321.6 4.03 3.78 1.89 0.375 6.9 6.17 323.3 4.05 3.77 1.89 0.415 7.6 6.22 313.1 3.93 3.63 1.81 0.455 8.3 6.26 308.7 3.87 3.55 1.77 0.495 9.1 6.32 298.5 3.74 3.40 1.70 0.535 9.8 6.37 281.1 3.52 3.18 1.59 0.575 10.5 6.42 260.2 3.26 2.92 1.46 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-103 (ST-6) 13.0-15.0' Material Description: Tan and gray lean clay Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 4.0 3.5 i 3.0 N 2.5 P or VI VI 41 2.0 G1 � u � 1.5 o U f j" 1.0 �1 0.5 0.0 (y 0.0 2.0 4.0 6.0 8.0 Strain (%) Remarks: 2of2 10.0 242012 7/3/2024 12.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.256 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " DHE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 158.9 SCd❑® R❑LD❑ 0.75 ® mA[E]❑rm❑ Dry y (pcf): 152.1 L❑❑g[111LDL[1❑ ❑LLr R❑MM❑ 1.952 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑u-ui❑ Gr❑❑ I®❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑CSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.000 0.010 3.256 0.004 0.106 3.256 0.009 0.232 3.256 0.014 0.358 3.256 0.019 0.483 3.256 0.024 0.609 3.256 0.029 0.735 3.256 0.034 0.861 3.256 0.039 0.987 3.256 0.044 1.113 3.256 0.049 1.238 3.256 0.054 1.364 3.256 0.059 1.490 3.256 0.064 1.616 3.256 0.069 1.742 3.256 0.074 1.867 3.256 0.079 1.993 3.256 0.084 2.119 3.256 0.089 2.245 3.256 0.094 2.371 3.256 0.099 2.496 3.256 0.104 2.622 3.256 0.109 2.748 3.256 0.114 2.874 3.256 0.119 3.000 3.256 0.124 3.126 3.256 0.129 3.252 3.256 0.134 3.377 3.256 0.139 3.503 3.256 0.144 3.629 3.256 0.149 3.755 3.256 3.256 3.256 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑L Ids ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 265.6 11.8 4.4 ■ 111 • ■■■■■ ■■111111■111 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 2.7 0.059 0.815 0.029 19.9 0.439 6.097 0.219 38.8 0.855 11.877 0.428 53.8 1.185 16.457 0.592 67.4 1.482 20.588 0.741 79.3 1.743 24.210 0.872 90.1 1.977 27.461 0.989 99.6 2.184 30.327 1.092 108.9 2.384 33.112 1.192 118.3 2.588 35.939 1.294 127.5 2.784 38.667 1.392 135.4 2.954 41.021 1.477 142.7 3.109 43.182 1.555 150.7 3.279 45.539 1.640 157.9 3.432 47.667 1.716 164.8 3.577 49.683 1.789 171.5 3.718 51.640 1.859 178.4 3.861 53.625 1.931 185.0 4.001 55.559 2.000 191.2 4.128 57.327 2.064 196.1 4.229 58.736 2.115 200.3 4.313 59.900 2.157 203.4 4.374 60.750 2.187 203.5 4.370 60.694 2.185 200.5 4.301 59.737 2.151 178.7 3.828 53.158 1.914 159.4 3.410 47.358 1.705 144.3 3.083 42.816 1.541 133.1 2.842 39.464 1.421 120.7 2.573 35.740 1.287 106.0 2.256 31.327 1.128 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑FI❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-104 S❑❑ '-i1❑ ❑❑❑n RC-1 ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ❑H❑❑ ❑FTI❑❑ ❑FTI❑❑ ❑FTI❑❑ ❑FM❑❑ ❑H❑❑ U) ❑TI❑❑ ❑TI❑❑ ❑IM❑❑ ❑FITI❑❑ i i ❑FITI❑❑ LILL TEAM Consultants, Inc. r ■� ■� Ii ■ 111 i■i■i i■um D❑ 7- 20.0-20.7 milli i■um ■um ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.208 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[d]®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 159.5 SCd❑® R❑LD❑ 0.88 ® mA[E]❑rm❑ Dry y (pcf): 153.5 L❑❑g[111LDL[1❑ ❑LLr R❑MM❑ 1.692 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑u-ui❑ Gr❑❑ I®❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ W E11❑❑W❑❑I11-❑ ❑ M❑CSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.000 0.000 3.208 0.000 0.003 3.208 0.001 0.032 3.208 0.003 0.091 3.208 0.005 0.149 3.208 0.007 0.208 3.208 0.009 0.266 3.208 0.011 0.325 3.208 0.013 0.383 3.208 0.015 0.441 3.208 0.017 0.500 3.208 0.019 0.558 3.208 0.021 0.617 3.208 0.023 0.675 3.208 0.025 0.734 3.208 0.027 0.792 3.208 0.029 0.851 3.208 0.031 0.910 3.208 0.033 0.968 3.208 0.035 1.026 3.208 0.037 1.085 3.208 0.039 1.143 3.208 0.041 1.203 3.208 0.043 1.261 3.208 0.045 1.319 3.208 0.047 1.377 3.208 0.049 1.444 3.208 0.051 1.501 3.208 3.208 3.208 3.208 3.208 3.208 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 n❑❑[T 150.6 5.9 3.9 ■ 111 • ■■■■■ ■■111111■111 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 1.3 0.030 0.412 0.015 15.6 0.349 4.852 0.175 36.9 0.828 11.506 0.414 118.6 2.660 36.937 1.330 300.4 6.732 93.497 3.366 504.8 11.306 157.021 5.653 678.7 15.193 210.994 7.596 957.6 21.425 297.555 10.713 1334.8 29.845 414.494 14.923 1823.2 40.743 565.833 20.371 2420.9 54.067 750.886 27.034 3054.2 68.171 946.758 34.085 3697.0 82.470 1145.341 41.235 4366.6 97.350 1351.996 48.675 5099.5 113.624 1578.011 56.812 5735.4 127.716 1773.721 63.858 6278.5 139.728 1940.536 69.864 6696.1 148.933 2068.376 74.466 6978.4 155.120 2154.309 77.560 7545.5 167.628 2328.022 83.814 7780.5 172.747 2399.116 86.374 7667.1 170.127 2362.725 85.064 7510.5 166.552 2313.078 83.276 7185.8 159.257 2211.763 79.629 7074.0 156.689 2176.098 78.345 7255.8 160.619 2230.682 80.310 6411.3 141.828 1969.714 70.914 5189.4 114.731 1593.388 57.366 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ■■. ■11• ■■■ ■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-104 S❑❑ '-i1❑ ❑❑❑n RC-3 DF-nr- 32.6-33.0 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 r ■� ■� Ii ■ 111 Innrmnn TEAM Consultants, Inc. -1E L-1 ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑[111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑il ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.189 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ Maud Gr❑❑ I®❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑Lmr W❑r0❑❑g❑ ❑7EM SO❑® R❑®❑ ❑ TID ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 151.3 SCd❑® R❑Li❑ 0.87 ® mALLLI❑LI]❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 141.5 L❑❑gL11DL11❑ ❑LOr R❑MM❑ 1.425 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ WE[1❑❑W❑[Tlr ❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q ''I L❑❑d ❑❑❑L ids ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 138.6 9.6 6.9 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plo olilli• r ■■• m ■■> m■■ 0.000 0.001 3.189 18.5 0.418 5.809 0.209 0.001 0.036 3.189 543.6 12.270 170.411 6.135 0.003 0.105 3.189 834.2 18.817 261.335 9.409 0.005 0.175 3.189 1365.7 30.783 427.519 15.392 0.007 0.245 3.189 2183.2 49.177 682.964 24.588 0.009 0.314 3.189 3140.0 70.679 981.584 35.339 0.011 0.384 3.189 4192.1 94.293 1309.544 47.147 0.013 0.453 3.189 5333.0 119.873 1664.797 59.937 0.015 0.523 3.189 6473.1 145.397 2019.279 72.699 0.017 0.593 3.189 7483.4 167.971 2332.776 83.985 0.019 0.663 3.189 8119.4 182.120 2529.283 91.060 0.021 0.732 3.189 8813.9 197.559 2743.695 98.779 0.023 0.802 3.189 9286.5 208.006 2888.792 104.003 0.025 0.874 3.189 9234.4 206.689 2870.498 103.345 0.027 0.941 3.189 9165.0 204.995 2846.976 102.498 0.029 1.011 3.189 9570.2 213.909 2970.765 106.954 0.031 1.085 3.189 9354.1 208.924 2901.530 104.462 0.033 1.153 3.189 9008.4 201.062 2792.347 100.531 0.035 1.223 3.189 8538.0 190.430 2644.687 95.215 0.037 1.296 3.189 7866.2 175.316 2434.794 87.658 0.039 1.362 3.189 7302.3 162.641 2258.753 81.320 0.041 1.439 3.189 6609.8 147.099 2042.916 73.550 0.043 1.502 3.189 6028.1 134.069 1861.946 67.034 0.045 1.568 3.189 5416.4 120.383 1671.883 60.192 3.189 3.189 3.189 3.189 3.189 3.189 3.189 3.189 3.189 SCE❑M] =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ ❑W M ❑❑F11 ❑❑ ❑ ❑❑ Fill ®❑ S it❑❑g Ell] ETIS ❑T71 ❑❑❑®❑ ❑ S Ct❑1111 71 M ❑❑F11 ❑❑ S Cf❑❑g ITF] ❑ ❑TI❑❑ N N 1■1■I■11111■1■ ■■111■■ ■111■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-104 S❑❑ ❑1❑ ❑❑a❑ RC-5 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 ❑® C TEAM Consultants, Inc. C 1■11111 r ■� ■� Ii ■ 111 1■11111 Gray limestone milli DF--7- 42.5-43.0 1■11111 1■11111 TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-104 (ST-2) 2.0-4.0' Material Description: Tan and dark brown fat clay Moisture Content (%): 28.1 Average Height (in): 5.470 Before Shear: After Shear: X Average Diameter (in): 2.712 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.017 Initial Dry Density (pcf): *Void Ratio (e ): 90.1 0.871 Avg Rate of Strain (%/min): Chamber Pressure (initial) (tsf): 0.91 0.19 *Saturation (%): 87.1% Chamber Pressure (final) (tsf): 0.19 Maximum Compressive Stength (TSF): 1.42 "Strain at Failure (%): 4.77 35* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.001 0.0 5.78 1.6 0.02 0.02 0.01 0.021 0.4 5.80 69.9 0.87 0.87 0.43 0.041 0.7 5.82 88.3 1.10 1.09 0.55 0.061 1.1 5.84 97.7 1.22 1.20 0.60 0.081 1.5 5.86 103.7 1.29 1.27 0.64 0.101 1.8 5.89 107.5 1.34 1.31 0.66 0.121 2.2 5.91 110.3 1.37 1.34 0.67 0.141 2.6 5.93 112.7 1.40 1.37 0.68 0.161 2.9 5.95 114.6 1.43 1.39 0.69 0.181 3.3 5.98 115.9 1.44 1.40 0.70 0.201 3.7 6.00 116.6 1.45 1.40 0.70 0.221 4.0 6.02 118.1 1.47 1.41 0.71 0.241 4.4 6.04 118.9 1.48 1.42 0.71 0.261 4.8 6.07 119.3 1.49 1.42 0.71 0.281 5.1 6.09 119.7 1.49 1.41 0.71 0.301 5.5 6.11 119.4 1.49 1.41 0.70 0.321 5.9 6.14 119.1 1.48 1.40 0.70 0.341 6.2 6.16 118.4 1.48 1.38 0.69 0.361 6.6 6.19 116.2 1.45 1.35 0.68 0.381 7.0 6.21 111.9 1.39 1.30 0.65 0.401 7.3 6.23 106.8 1.33 1.23 0.62 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-104 (ST-2) 2.0-4.0' Material Description: Tan and dark brown fat clay Stress -Strain 1.6 1.4 _ 1.2 / I rT I f I / I N 1.0 i I � � I V) --[� � I 0.8 / � ► I � ► I 1 / I � 1 I 01 0.6 I I i I I O I U I I 0.4 1 I ► 1 I 1 I I 0.2 I 1 I ► I I 0.0 t I Remarks: 2of2 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Strain (%) UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-104 (ST-5) 8.0-10.0' Material Description: Tan and dark brown fat clay Moisture Content (%): 18.0 Average Height (in): 5.464 Before Shear: After Shear: X Average Diameter (in): 2.711 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.015 Initial Dry Density (pcf): 110.1 Avg Rate of Strain (%/min): 0.92 *Void Ratio (e ): 0.532 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 91.5 % Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 2.76 "Strain at Failure (%): 9.61 45* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.025 0.5 5.80 101.9 1.27 1.27 0.63 0.050 0.9 5.83 150.9 1.88 1.86 0.93 0.075 1.4 5.85 169.9 2.12 2.09 1.04 0.100 1.8 5.88 181.9 2.27 2.23 1.11 0.125 2.3 5.91 191.3 2.39 2.33 1.17 0.150 2.7 5.94 198.5 2.48 2.41 1.20 0.175 3.2 5.96 204.2 2.55 2.46 1.23 0.200 3.7 5.99 209.1 2.61 2.51 1.26 0.225 4.1 6.02 213.1 2.66 2.55 1.27 0.250 4.6 6.05 216.6 2.70 2.58 1.29 0.275 5.0 6.08 220.3 2.75 2.61 1.30 0.300 5.5 6.11 223.6 2.79 2.63 1.32 0.325 6.0 6.14 226.7 2.83 2.66 1.33 0.350 6.4 6.17 229.6 2.86 2.68 1.34 0.375 6.9 6.20 232.1 2.89 2.70 1.35 0.400 7.3 6.23 234.4 2.92 2.71 1.35 0.425 7.8 6.26 236.5 2.95 2.72 1.36 0.450 8.2 6.29 238.4 2.97 2.73 1.36 0.475 8.7 6.32 240.6 3.00 2.74 1.37 0.500 9.2 6.36 242.6 3.03 2.75 1.37 0.525 9.6 6.39 244.6 3.05 2.76 1.38 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-104 (ST-5) 8.0-10.0- Material Description: Tan and dark brown fat clay 3.0 2.5 2.0 LL N YYY VV) / / 41 1.5 vi / a u J d 1.0 v 0.5 0.0 0.0 Remarks: 2of2 2.0 4.0 Stress -Strain 6.0 Strain (%) Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 I I I I I I I I I I I I I I I I I I I I I I I I I I I 8.0 10.0 12.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-104 (ST-6) 13.0-15.0' Material Description: Tan and gray lean clay Moisture Content (%): 17.6 Average Height (in): 5.464 Before Shear: After Shear: X Average Diameter (in): 2.734 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.998 Initial Dry Density (pcf): 115.0 Avg Rate of Strain (%/min): 0.92 I *Void Ratio (e ): 0.465 Chamber Pressure (initial) (tsf): 0.87 *Saturation (%): 102.4% Chamber Pressure (final) (tsf): 0.87 Maximum Compressive Stength (TSF): 3.19 "Strain at Failure (%): 15.0 60* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.040 0.7 5.92 86.0 1.05 1.05 0.52 0.080 1.5 5.96 113.3 1.39 1.37 0.68 0.120 2.2 6.00 135.2 1.66 1.62 0.81 0.160 2.9 6.05 155.4 1.91 1.85 0.92 0.200 3.7 6.10 174.3 2.14 2.06 1.03 0.240 4.4 6.14 191.3 2.35 2.24 1.12 0.280 5.1 6.19 206.2 2.53 2.40 1.20 0.320 5.9 6.24 219.8 2.70 2.54 1.27 0.340 6.2 6.26 226.0 2.77 2.60 1.30 0.380 7.0 6.31 236.8 2.90 2.70 1.35 0.420 7.7 6.36 246.9 3.03 2.79 1.40 0.460 8.4 6.41 255.4 3.13 2.87 1.43 0.500 9.2 6.46 262.9 3.22 2.93 1.46 0.540 9.9 6.52 269.9 3.31 2.98 1.49 0.580 10.6 6.57 276.0 3.38 3.02 1.51 0.620 11.3 6.62 281.8 3.45 3.06 1.53 0.660 12.1 6.68 286.9 3.52 3.09 1.55 0.700 12.8 6.74 292.6 3.59 3.13 1.56 0.740 13.5 6.79 297.7 3.65 3.15 1.58 0.780 14.3 6.85 302.3 3.71 3.18 1.59 0.820 15.0 6.91 306.6 3.76 3.19 1.60 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-104 (ST-6) 13.0-15.0' Material Description: Tan and gray lean clay W 3.0 2.5 LL N H H 2.0 LM v 41 +; 1.5 FU 0 U 1.0 0.5 0.0 0.0 Remarks: 2of2 Stress -Strain �+J lam. �/. f' Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-105 (ST-3) 6.0-8.0' Material Description: Dark brown fat clay Moisture Content (%): 22.4 Average Height (in): 5.475 Before Shear: After Shear: X Average Diameter (in): 2.741 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.997 Initial Dry Density (pcf): 100.5 Avg Rate of Strain (%/min): 0.91 I *Void Ratio (e ): 0.677 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 89.3 % Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 4.81 "Strain at Failure (%): 2.19 60* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.002 0.0 5.90 2.7 0.03 0.03 0.02 0.020 0.4 5.92 202.4 2.47 2.46 1.23 0.030 0.6 5.93 276.4 3.37 3.35 1.68 0.040 0.7 5.95 315.9 3.85 3.83 1.91 0.050 0.9 5.96 342.5 4.18 4.14 2.07 0.060 1.1 5.97 361.2 4.41 4.36 2.18 0.070 1.3 5.98 375.5 4.58 4.52 2.26 0.080 1.5 5.99 386.3 4.71 4.64 2.32 0.090 1.6 6.00 394.2 4.81 4.73 2.36 0.100 1.8 6.01 399.6 4.87 4.79 2.39 0.110 2.0 6.02 402.6 4.91 4.81 2.41 0.120 2.2 6.03 403.6 4.92 4.81 2.41 0.130 2.4 6.05 402.0 4.90 4.79 2.39 0.140 2.6 6.06 397.7 4.85 4.73 2.36 0.150 2.7 6.07 391.5 4.78 4.64 2.32 0.160 2.9 6.08 384.0 4.68 4.55 2.27 0.170 3.1 6.09 374.7 4.57 4.43 2.21 0.180 3.3 6.10 364.7 4.45 4.30 2.15 0.190 3.5 6.11 353.5 4.31 4.16 2.08 0.200 3.7 6.13 340.8 4.16 4.00 2.00 0.210 3.8 6.14 326.7 3.99 3.83 1.92 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-105 (ST-3) 6.0-8.0' Material Description: Dark brown fat clay Stress -Strain 6.0 5.0 1 /+ 4.0 VI VI 41 3.0 ,r -a a u d v 2.0 1.0 l 0.0 CS 0.0 0.5 1.0 1.5 2.0 2.5 3.0 IS 4.0 4.5 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-105 (ST-5) 8.0-10.0' Material Description: Dark brown fat clay Moisture Content (%): 26.8 Average Height (in): 5.470 Before Shear: After Shear: X Average Diameter (in): 2.742 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.995 Initial Dry Density (pcf): 94.8 Avg Rate of Strain (%/min): 0.91 *Void Ratio (e ): 0.778 Chamber Pressure (initial) (tsf): 0.56 *Saturation (%): 93.2% Chamber Pressure (final) (tsf): 0.56 Maximum Compressive Stength (TSF): 2.60 "Strain at Failure (%): 10.5 Vertical/Horizontal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.91 0.6 0.01 0.01 0.00 0.010 0.2 5.92 66.1 0.81 0.80 0.40 0.025 0.5 5.93 110.8 1.35 1.34 0.67 0.060 1.1 5.97 150.6 1.84 1.82 0.91 0.195 3.6 6.12 205.8 2.51 2.42 1.21 0.235 4.3 6.17 212.0 2.58 2.47 1.24 0.275 5.0 6.22 216.2 2.64 2.50 1.25 0.315 5.8 6.27 220.5 2.69 2.53 1.27 0.335 6.1 6.29 222.0 2.71 2.54 1.27 0.375 6.9 6.34 225.8 2.75 2.56 1.28 0.415 7.6 6.39 229.4 2.80 2.58 1.29 0.455 8.3 6.44 231.9 2.83 2.59 1.30 0.495 9.0 6.49 234.2 2.86 2.60 1.30 0.535 9.8 6.55 236.2 2.88 2.60 1.30 0.575 10.5 6.60 238.7 2.91 2.60 1.30 0.615 11.2 6.65 240.5 2.93 2.60 1.30 0.655 12.0 6.71 241.8 2.95 2.59 1.30 0.695 12.7 6.77 242.5 2.96 2.58 1.29 0.735 13.4 6.82 242.3 2.95 2.55 1.28 0.775 14.2 6.88 242.4 2.96 2.53 1.27 0.815 14.9 6.94 242.1 2.95 2.51 1.25 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-105 (ST-5) 8.0-10.0- Material Description: Dark brown fat clay Stress -Strain 3.0 2.5� r 2.0 V 41 1.5 vi / a u v / v 1.0 0.5 I I 1 I I 0.0 0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.336 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[d]®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 140.4 SCd❑® R❑LD❑ 0.63 ® mA[E]❑rm❑ Dry y (pcf): 128.3 L❑❑gL11DL[1❑ ❑❑ r R❑MM❑ 1.921 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑u-ui❑ Gr❑❑ I®❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® ES ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑rSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.001 0.014 3.336 0.015 0.384 3.336 0.023 0.586 3.336 0.031 0.788 3.336 0.039 0.990 3.336 0.047 1.193 3.336 0.055 1.395 3.336 0.063 1.597 3.336 0.067 1.698 3.336 0.075 1.900 3.336 0.083 2.102 3.336 0.091 2.304 3.336 0.099 2.506 3.336 0.107 2.708 3.336 0.115 2.910 3.336 0.123 3.112 3.336 0.131 3.314 3.336 0.139 3.516 3.336 0.147 3.719 3.336 0.155 3.921 3.336 0.163 4.122 3.336 0.171 4.325 3.336 0.179 4.527 3.336 0.187 4.729 3.336 0.195 4.931 3.336 0.203 5.133 3.336 0.211 5.335 3.336 0.219 5.537 3.336 0.227 5.739 3.336 0.235 5.942 3.336 0.243 6.144 3.336 0.251 6.346 3.336 0.259 6.548 3.336 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑❑ds 2.3 74.9 98.5 119.8 139.1 156.2 172.0 187.2 194.7 209.4 223.9 237.6 250.6 263.2 276.1 287.9 298.7 307.8 316.3 323.7 330.1 334.8 338.5 340.9 341.9 341.9 339.5 333.2 324.1 315.3 304.7 293.1 280.5 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑FI❑ ❑TI❑❑ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 190.3 17.9 9.4 ■ 111 • ■■■■■ ■■111111■111 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ■■ m■■ m■ m■■m ill ■■■> m■■ 0.051 0.702 0.025 1.610 22.359 0.805 2.114 29.353 1.057 2.565 35.623 1.283 2.973 41.296 1.487 3.332 46.273 1.666 3.661 50.838 1.830 3.975 55.211 1.988 4.131 57.368 2.065 4.434 61.586 2.217 4.731 65.701 2.365 5.011 69.592 2.505 5.274 73.239 2.637 5.528 76.771 2.764 5.786 80.353 2.893 6.020 83.610 3.010 6.232 86.555 3.116 6.411 89.031 3.205 6.573 91.291 3.287 6.713 93.232 3.357 6.830 94.854 3.415 6.914 96.024 3.457 6.976 96.884 3.488 7.011 97.365 3.505 7.015 97.428 3.508 7.000 97.215 3.500 6.936 96.329 3.468 6.794 94.354 3.397 6.594 91.584 3.297 6.401 88.893 3.200 6.172 85.714 3.086 5.925 82.289 2.963 5.658 78.580 2.829 ■■. ■11• ■■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-105 S❑❑ '-i1❑ ❑❑❑n RC-1 ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ❑H❑❑ ❑H❑❑ ❑H❑❑ ❑H❑❑ ❑H❑❑ co ❑I❑]❑❑ ❑FTI❑❑ ❑FITI❑❑ ❑FITI❑❑ EL - TEAM Consultants, Inc. J❑J r ■� ■� Ii ■ 111 1■11111 DF-7- 16.9-17.8 ❑❑❑❑❑❑ld❑D ❑❑M❑R❑SSA❑S❑R❑❑G❑❑ [HI R❑III] LES❑M DLE❑❑❑❑ ❑r❑[111❑oD ❑❑gl❑ M❑❑❑EU1111 W❑❑ r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r ❑[[[] ❑❑❑❑❑❑ D❑Eio❑ [][[[]Elul] ❑❑Co❑❑❑❑ ❑IM❑❑ DIID®❑ ❑FM❑❑ ❑❑LO❑❑❑❑ ❑IM❑❑ D®®❑ ❑E❑❑ _r 3.548 u' ❑❑[g❑❑❑❑ ❑rM❑❑ " D[[[]®❑ ❑FM❑❑ „ W❑Cg❑❑gr ❑❑❑11 SCr❑® R❑®❑ ❑[U]❑❑ ®❑❑Cs[Mnomoo Wet y (pcf): 148.1 SCr❑L[L1 R❑li❑ 0.62 ❑P FMIFTI Dry y (pcf): 143.8 L❑❑gilliLDLI❑ ❑Eur R❑MM❑ 1.888 -I❑s❑❑m❑❑ ❑ ❑❑mmolig ❑rugs❑r❑ o❑s[Tll ❑ ❑❑❑❑®❑d 111111 11r❑9sFE1❑ 111111111 1111111111 S ❑❑ ❑I ❑ C M❑0r-A❑ Gr❑❑ I1111 ❑sue❑❑ M ❑Cg[Er❑ ❑ ❑❑111❑❑ MS❑M D ❑❑❑❑❑ ❑ ❑fir❑ LILI❑=gs ❑ ❑ ❑ EMr ❑❑❑DC9❑ ❑❑QD W ❑❑W ® CS ❑I ❑❑❑ ❑❑ Tl Dr❑W=1❑S❑I❑❑❑❑❑ =1 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ W E10❑❑W ❑oTII-❑ ❑ M❑CSE[Or❑❑ DIJ ❑ D❑m❑❑®❑ Srfu I rI I 0.001 0.022 3.548 0.003 0.072 3.548 0.005 0.122 3.548 0.007 0.172 3.548 0.009 0.222 3.548 0.011 0.272 3.548 0.013 0.322 3.548 0.015 0.371 3.548 0.017 0.421 3.548 0.019 0.471 3.548 0.021 0.521 3.548 0.023 0.571 3.548 0.025 0.621 3.548 0.027 0.671 3.548 0.029 0.720 3.548 0.031 0.770 3.548 0.033 0.820 3.548 0.035 0.870 3.548 0.037 0.920 3.548 0.039 0.971 3.548 0.041 1.020 3.548 0.043 1.070 3.548 0.045 1.119 3.548 0.047 1.169 3.548 0.049 1.220 3.548 0.051 1.269 3.548 0.055 1.360 3.548 0.057 1.423 3.548 0.057 1.423 3.548 0.060 1.483 3.548 0.062 1.550 3.548 0.065 1.611 3.548 0.067 1.661 3.548 SCE❑= =❑❑❑sTM❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ SCUIss ❑ D❑fir❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCit❑ss =❑❑❑sue ■■■1 ■■ ■ ■■ ■ ■s111■ sivilig 111 III ■III 11 S Ifi ■111 11 m ■■111 ■■ S Ifi ■■• III ■ L❑❑d ❑❑❑L Ids 82.1 257.8 475.8 769.3 1460.7 2486.7 3583.3 4780.5 6203.3 7755.6 9272.8 10723.4 12160.3 13655.2 15044.5 16199.8 17277.1 17894.2 18780.6 18593.6 18235.4 17979.8 17850.2 17754.8 17694.3 17443.7 16600.8 15871.4 15871.4 15115.4 14176.4 13200.6 12343.0 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑❑❑T11❑ ❑FI❑❑ ❑❑T11 286.3 8.5 3.0 ' ■ 111 � ■■111■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R[Ell ❑ll[]❑ Li Li ❑❑IL❑R❑ ffillimidn"", wl,IIIL: 1.666 5.229 9.645 15.587 29.581 50.334 72.495 96.665 125.373 156.669 187.223 216.402 245.277 275.291 303.148 326.264 347.784 360.026 377.671 373.719 366.334 361.020 358.237 356.143 354.749 349.549 332.352 317.546 317.546 302.235 283.268 263.607 246.356 ■■T1 1-1, -9 Fol■■ 23.144 72.614 133.951 216.472 410.821 699.039 1006.807 1342.489 1741.181 2175.818 2600.155 3005.395 3406.402 3823.246 4210.118 4531.152 4830.030 5000.046 5245.094 5190.204 5087.644 5013.841 4975.190 4946.119 4926.758 4854.532 4615.711 4410.073 4410.073 4197.440 3934.032 3660.980 3421.391 ■ ■ 11111 ■. monolill-0 1110011-111 0.833 2.614 4.823 7.793 14.791 25.167 36.247 48.333 62.687 78.334 93.612 108.201 122.638 137.646 151.574 163.132 173.892 180.013 188.835 186.859 183.167 180.510 179.118 178.072 177.375 174.774 166.176 158.773 158.773 151.118 141.634 131.804 123.178 ❑❑❑IM❑❑ co ■■111■■ ■111■■ ❑0 ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑® B-105 S❑❑ ❑I❑ ❑❑ai RC-1 ❑❑❑M r-ullL❑❑❑ 242012 D❑LIL❑ 7/2/23 TEAM Consultants, Inc. ■ ■1 FETE-1 ■ 1■ ■ 111 111 ■ STCsS Cs SCE❑ M milli ■ r ■111 milli Gray limestone milli DCCIFFF 17.8-18.4' milli milli milli ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.205 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[d]®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 156.6 SCd❑® R❑LD❑ 0.72 ® mA[E]❑❑❑❑ Dry y (pcf): 149.6 L❑❑g[111LDL[1❑ ❑LLr R❑MM❑ 1.723 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■lilil■. ■ ■■ ■ ■_ 1110 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑u-ui❑ Gr❑❑ I®❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ W E11❑❑W❑❑I11-❑ ❑ M❑CSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SCd❑1l rl II I I I 0.000 0.005 3.205 0.001 0.031 3.205 0.003 0.089 3.205 0.005 0.146 3.205 0.007 0.203 3.205 0.009 0.261 3.205 0.011 0.318 3.205 0.013 0.376 3.205 0.015 0.433 3.205 0.017 0.491 3.205 0.019 0.548 3.205 0.021 0.606 3.205 0.023 0.663 3.205 0.025 0.721 3.205 0.027 0.778 3.205 0.029 0.835 3.205 0.031 0.893 3.205 0.033 0.951 3.205 0.035 1.008 3.205 0.037 1.065 3.205 0.039 1.123 3.205 0.041 1.180 3.205 0.043 1.238 3.205 0.045 1.295 3.205 0.047 1.353 3.205 0.049 1.410 3.205 0.051 1.468 3.205 0.053 1.526 3.205 0.055 1.587 3.205 3.205 3.205 3.205 3.205 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 109.7 5.1 4.6 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 32.1 0.722 10.030 0.361 175.7 3.945 54.794 1.973 360.4 8.089 112.344 4.045 460.7 10.335 143.531 5.167 603.9 13.541 188.054 6.770 848.7 19.019 264.135 9.509 1146.0 25.666 356.447 12.833 1451.6 32.493 451.261 16.246 1863.4 41.685 578.923 20.843 2359.8 52.760 732.735 26.380 2965.1 66.256 920.167 33.128 3596.0 80.305 1115.280 40.153 4310.6 96.209 1336.150 48.104 5105.2 113.879 1581.551 56.939 5944.2 132.516 1840.375 66.258 6732.0 149.993 2083.100 74.996 7537.5 167.841 2330.972 83.920 8272.9 184.110 2556.922 92.055 8780.0 195.283 2712.085 97.641 8978.0 199.571 2771.645 99.786 9221.2 204.858 2845.065 102.429 9457.5 209.985 2916.272 104.993 8849.2 196.364 2727.106 98.182 8384.6 185.947 2582.433 92.974 8028.5 177.946 2471.308 88.973 7715.8 170.916 2373.676 85.458 7433.9 164.575 2285.614 82.287 7221.9 159.788 2219.132 79.894 7143.0 157.943 2193.511 78.971 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ N N ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-105 S❑❑ ❑1❑ ❑❑a❑ RC-2 ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 1■1■I■11111■1■ ■■111■■ ❑FITI❑❑ - ❑® ❑® C TEAM Consultants, Inc. 1■11111 r ■� ■� Ii ■ 111 1■11111 milli DF--ram- 22.8-23.2' 1■11111 1■11111 ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.243 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " DHE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 139.1 SCd❑® R❑LD❑ 0.92 ❑❑ AFFn❑❑❑❑ Dry y (pcf): 126.0 L❑❑g[111LDL[1❑ ❑❑ r R❑MM❑ 1.332 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑E-A❑ Da-❑ gr❑❑ IET❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑LmlI- W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑CSE[Or❑❑ DUA ❑ D❑m❑❑®❑ SIVIN rl 9 I ®°❑ 0.001 0.024 3.243 0.015 0.558 3.243 0.023 0.853 3.243 0.031 1.149 3.243 0.039 1.444 3.243 0.047 1.740 3.243 0.055 2.035 3.243 0.063 2.331 3.243 0.067 2.479 3.243 0.075 2.774 3.243 0.083 3.070 3.243 0.091 3.365 3.243 0.099 3.661 3.243 0.107 3.956 3.243 0.115 4.252 3.243 0.123 4.548 3.243 0.131 4.843 3.243 0.139 5.139 3.243 0.147 5.434 3.243 0.155 5.730 3.243 0.163 6.026 3.243 0.171 6.321 3.243 0.179 6.617 3.243 0.187 6.913 3.243 0.195 7.208 3.243 0.203 7.503 3.243 0.211 7.799 3.243 0.219 8.094 3.243 0.227 8.390 3.243 0.235 8.686 3.243 0.243 8.981 3.243 0.251 9.276 3.243 0.259 9.572 3.243 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑L Ids 3.7 61.7 84.5 106.2 126.6 145.5 163.5 180.2 188.3 204.1 220.5 235.4 250.5 263.3 274.7 283.8 290.7 296.6 300.3 302.2 305.7 307.7 309.3 311.3 312.8 314.0 314.7 315.1 314.9 313.3 313.0 295.7 278.4 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑FI❑ ❑TI❑❑ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 252.7 26.2 10.4 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 0.081 1.127 0.041 1.362 18.909 0.681 1.860 25.838 0.930 2.331 32.367 1.165 2.770 38.465 1.385 3.174 44.079 1.587 3.556 49.385 1.778 3.907 54.267 1.954 4.076 56.614 2.038 4.407 61.203 2.203 4.745 65.895 2.372 5.050 70.135 2.525 5.359 74.424 2.679 5.616 77.989 2.808 5.840 81.105 2.920 6.015 83.530 3.007 6.141 85.292 3.071 6.248 86.773 3.124 6.305 87.559 3.152 6.326 87.849 3.163 6.378 88.580 3.189 6.401 88.895 3.200 6.414 89.073 3.207 6.435 89.365 3.217 6.445 89.509 3.223 6.449 89.569 3.225 6.443 89.485 3.222 6.429 89.289 3.215 6.406 88.963 3.203 6.353 88.228 3.176 6.326 87.855 3.163 5.956 82.712 2.978 5.590 77.635 2.795 ■■. ■11• ■■■ co ■m■■ ■m■■ ■m■■ ■m■■ ■UNN* ■m■■ ■■,.■ Omni ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-105 S❑❑ ❑I❑ ❑❑ai RC-2 DCCFIFF 23.3-23.8' ❑❑❑M r-ul❑❑❑❑ 242012 D❑LIL❑ 7/2/23 TEAM Consultants, Inc. ■ ■ I■ S ILISS C5 S TLIM ■ III ❑ S [It ❑1111 Dark gray limestone .,■ --LL -❑I TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-106 (ST-2) 2.0-4.0' Material Description: Dark brown lean clay Moisture Content (%): 21.5 Average Height (in): 5.504 Before Shear: After Shear: X Average Diameter (in): 2.727 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.018 Initial Dry Density (pcf): 107.5 Avg Rate of Strain (%/min): 0.91 *Void Ratio (e ): 0.568 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 101.9% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 0.82 "Strain at Failure (%): 15.00 Internal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.040 0.7 5.88 9.5 0.12 0.12 0.06 0.080 1.5 5.93 14.1 0.17 0.17 0.09 0.120 2.2 5.97 18.2 0.22 0.22 0.11 0.160 2.9 6.02 22.9 0.28 0.27 0.14 0.200 3.6 6.06 27.2 0.34 0.32 0.16 0.240 4.4 6.11 31.8 0.39 0.37 0.19 0.280 5.1 6.15 35.9 0.44 0.42 0.21 0.320 5.8 6.20 39.8 0.49 0.46 0.23 0.360 6.5 6.25 44.4 0.55 0.51 0.26 0.400 7.3 6.30 48.5 0.60 0.55 0.28 0.440 8.0 6.35 52.5 0.65 0.59 0.30 0.480 8.7 6.40 55.8 0.69 0.63 0.31 0.520 9.5 6.45 58.6 0.72 0.65 0.33 0.560 10.2 6.50 62.2 0.77 0.69 0.34 0.600 10.9 6.56 65.1 0.80 0.71 0.36 0.640 11.6 6.61 67.9 0.84 0.74 0.37 0.680 12.4 6.66 70.1 0.86 0.76 0.38 0.720 13.1 6.72 72.0 0.89 0.77 0.38 0.760 13.8 6.78 74.5 0.92 0.79 0.39 0.800 14.5 6.83 76.8 0.95 0.81 0.40 0.840 15.3 6.89 78.8 0.97 0.82 0.41 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-2) 2.0-4.0' Material Description: Dark brown lean clay Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 0.9 0.8 — —A r 0.7 r 0.6 r{r VLL1 fJ H 0.5 i=r 1 L Ln 0.4 u v 0.3 1% 0.2 0.1 �J 0.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Remarks: 2of2 Strain (%) 16.0 242012 7/3/2024 18.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-106 (ST-4) 6.0-8.0' Material Description: Dark brown fat clay Moisture Content (%): 23.4 Average Height (in): 5.469 Before Shear: After Shear: X Average Diameter (in): 2.703 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.024 Initial Dry Density (pcf): 99.8 Avg Rate of Strain (%/min): 0.55 I *Void Ratio (e ): 0.688 Chamber Pressure (initial) (tsf): 0.44 *Saturation (%): 91.9% Chamber Pressure (final) (tsf): 0.44 Maximum Compressive Stength (TSF): 3.45 "Strain at Failure (%): 12.0 Top Crushed Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.74 0.6 0.01 0.01 0.00 0.010 0.2 5.75 51.5 0.65 0.64 0.32 0.035 0.6 5.77 163.6 2.05 2.04 1.02 0.075 1.4 5.82 201.4 2.53 2.49 1.25 0.115 2.1 5.86 221.9 2.79 2.73 1.36 0.155 2.8 5.90 237.6 2.98 2.90 1.45 0.195 3.6 5.95 250.4 3.14 3.03 1.52 0.235 4.3 5.99 260.7 3.27 3.13 1.57 0.275 5.0 6.04 268.7 3.37 3.20 1.60 0.315 5.8 6.09 275.6 3.46 3.26 1.63 0.335 6.1 6.11 278.5 3.50 3.28 1.64 0.375 6.9 6.16 284.5 3.57 3.33 1.66 0.415 7.6 6.21 289.9 3.64 3.36 1.68 0.455 8.3 6.26 294.6 3.70 3.39 1.69 0.495 9.1 6.31 298.9 3.75 3.41 1.70 0.535 9.8 6.36 302.3 3.79 3.42 1.71 0.575 10.5 6.41 306.0 3.84 3.43 1.72 0.615 11.2 6.46 309.7 3.89 3.45 1.72 0.655 12.0 6.52 312.4 3.92 3.45 1.72 0.695 12.7 6.57 315.0 3.95 3.45 1.72 0.734 13.4 6.63 316.3 3.97 3.43 1.72 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0' Material Description: Dark brown fat clay 4.0 3.5 3.0 N 2.5 N VI H 2.0 1.5 U � 1 1.0 ► (I 1 0.5 S I 0.0 U 0.0 Remarks: 2of2 Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Strain (%) 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom 111111111 ❑TI❑❑ s❑❑ ❑I❑ ❑ R❑FTI D❑❑o❑ ❑❑®E111❑IT11❑ ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ D❑ii❑ ❑1FITT11❑ miiaral❑ GrEll] I FIE [Is ue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ D®®❑ ❑FM❑❑ ' M❑CSL111r❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑LLA D❑S❑R®❑®❑ Li Li ❑❑rO❑❑❑❑ ❑ MLL D®®❑ ❑LE]❑❑ r 3.209 ®° ❑❑fir❑ LILI❑®gs❑ ❑ ❑LM11- ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 1 1 W010❑❑g❑ ❑'❑❑EM SO❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri rS Ell Don ❑❑ Wet y (pcf): 155.6 SCd❑® R❑Li❑ 0.63 ® mA❑❑rMFI Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 146.3 L❑❑gLED1111❑ ❑LOr R❑MM❑ 1.963 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ WE11❑❑W❑❑I111i❑ ❑ M❑CSE[Or❑❑ ❑r❑ss❑r❑ 1Ms® D❑m❑❑®❑ SCd❑u N ri q i ''I 1.1111d ❑❑❑❑ds 0.000 0.004 3.209 0.001 0.020 3.209 0.003 0.070 3.209 0.005 0.120 3.209 0.007 0.171 3.209 0.009 0.221 3.209 0.011 0.272 3.209 0.013 0.322 3.209 0.015 0.373 3.209 0.017 0.423 3.209 0.019 0.473 3.209 0.021 0.524 3.209 0.023 0.574 3.209 0.025 0.624 3.209 0.027 0.675 3.209 0.029 0.725 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 3.209 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑5L111 ■■m ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T 236 15 6.4 S❑❑mr❑d •■■mmr SIL]ss m ■■ SLILILrilig SLrL1L1gL1L1 m, ■■ m m m■■■> m■■ 111.2 2.495 34.646 1.247 255.3 5.727 79.543 2.864 560.5 12.568 174.539 6.284 874.9 19.609 272.326 9.804 1308.2 29.305 406.987 14.652 1857.7 41.591 577.614 20.795 2556.7 57.212 794.561 28.606 3347.9 74.879 1039.921 37.440 4193.2 93.738 1301.837 46.869 5071.0 113.305 1573.583 56.653 6013.5 134.295 1865.086 67.147 6967.2 155.514 2159.784 77.757 7862.0 175.400 2435.954 87.700 5835.8 130.128 1807.224 65.064 4776.8 106.461 1478.528 53.230 4030.9 89.792 1247.031 44.896 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ■■111■■ ■■111■■ ❑❑®❑❑ ❑❑®❑❑ ❑FM❑❑ El ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-106 S❑❑ '-i1❑ ❑❑❑n RC-1 DF-nr- 16.0-16.6' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 r� I ❑ETI FIT TEAM Consultants, Inc. r ■� ■� Ii ■ 111 ❑171 ❑ S [I'❑11T] ■IIIII milli ZI ■IIIII ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■ ■WRLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.223 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " DHE®❑ ❑FM❑❑ W010❑❑g❑ ❑-LL] SCd❑® R❑CID❑ ❑[F[1❑❑ ®❑❑❑s[MCID❑CID❑ Wet y (pcf): 141.2 SLf❑® R❑LD❑ 0.87 ® mACID❑1111❑ Dry y (pcf): 130.5 L❑❑g[111CmL[1❑ ❑LLr R❑MM❑ 1.425 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑7TEld 111111 ❑r❑ss®❑ 111111111 ❑ F1111❑ S ❑❑ ❑I ❑ ❑ M❑rErA❑ Da-❑gr❑❑s❑d❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑LmlI- ❑❑❑GCS❑ ❑[TT] W ❑❑W CID CS ❑1 ❑❑❑ ❑❑ CID Dr❑WC❑❑S❑1❑❑❑❑❑ CID W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑CSC❑r❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.000 0.006 3.223 0.009 0.314 3.223 0.014 0.487 3.223 0.019 0.660 3.223 0.024 0.834 3.223 0.029 1.007 3.223 0.034 1.180 3.223 0.039 1.353 3.223 0.044 1.527 3.223 0.049 1.700 3.223 0.054 1.873 3.223 0.059 2.047 3.223 0.064 2.220 3.223 0.069 2.393 3.223 0.074 2.566 3.223 0.079 2.739 3.223 0.084 2.913 3.223 0.089 3.086 3.223 0.094 3.259 3.223 0.099 3.433 3.223 0.104 3.606 3.223 0.109 3.779 3.223 0.114 3.952 3.223 0.119 4.126 3.223 0.124 4.299 3.223 0.129 4.472 3.223 0.134 4.645 3.223 0.139 4.819 3.223 0.144 4.992 3.223 0.149 5.165 3.223 0.154 5.339 3.223 0.159 5.512 3.223 0.164 5.685 3.223 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ S [I ■111 ■ m ■■■1 ■■ S [It ■■ • ■■ ■ L❑❑d ❑❑❑L Ids 3.7 70.2 97.2 122.1 145.2 167.5 189.3 209.3 228.3 245.7 260.7 274.5 286.6 297.0 306.3 313.6 319.5 325.2 330.0 333.5 335.9 337.3 338.3 338.1 337.3 335.3 332.6 327.5 320.3 308.2 296.3 275.6 265.6 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑FI❑ ❑TI❑❑ ❑❑❑ ❑❑❑T11 ❑❑❑T11 n❑❑[T 158.5 13.1 8.3 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 0.082 1.134 0.041 1.563 21.704 0.781 2.162 30.029 1.081 2.709 37.623 1.355 3.217 44.671 1.608 3.706 51.463 1.853 4.180 58.056 2.090 4.613 64.059 2.306 5.023 69.765 2.512 5.396 74.933 2.698 5.717 79.392 2.858 6.007 83.425 3.004 6.262 86.963 3.131 6.478 89.965 3.239 6.668 92.607 3.334 6.814 94.630 3.407 6.930 96.241 3.465 7.041 97.788 3.521 7.133 99.067 3.567 7.195 99.929 3.598 7.234 100.469 3.617 7.251 100.700 3.625 7.260 100.832 3.630 7.242 100.583 3.621 7.211 100.150 3.606 7.157 99.392 3.578 7.086 98.415 3.543 6.965 96.724 3.482 6.799 94.423 3.399 6.531 90.702 3.265 6.267 87.031 3.133 5.819 80.817 2.910 5.598 77.742 2.799 ■■.]■11• ■■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-106 S❑❑ '-iI❑ ❑❑❑n RC-1 DF-nr- 16.8-17.5' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑TIrA❑ Dark gray shale D❑mu 7/2/23 ❑FTI❑❑ co ■m■■ ❑IHI❑❑ ❑E❑❑ ❑FITI❑❑ ❑I TEAM Consultants, Inc. milli milli r ■� ■� Ii ■ 111 ❑171 ❑ SCE'FIFE] ■►■1 ■ ■1 ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■ 1WRLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑I]- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.229 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " DUE®❑ ❑FM❑❑ W010❑❑g❑ -CCJ SIB❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑smll®❑®❑ Wet y (pcf): 141.4 SILf❑® R❑LD❑ 0.67 ® mA❑r❑r❑❑ Dry y (pcf): 126.6 L❑❑g[II]CmL[I❑ ❑❑ r R❑CM❑ 1.850 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■� ■ ■■ ■ ■. m■ 111111111 ❑ EFI❑❑ S ❑❑ ❑I ❑ ❑ R ❑ FTI D ❑❑iiii❑ ❑❑EEII-TI❑® M❑rErA❑ Da-❑gr❑❑s❑d❑ M❑CSLIOr❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑GCS❑ ❑❑[IT] ❑❑❑ W ❑❑W CID CS ❑1 ❑❑❑ ❑❑ CID ❑❑❑� Dr❑ W I❑❑S ❑I ❑❑❑ ❑❑ CID ❑❑❑� I W ®❑❑❑ ❑❑❑ ❑❑❑� �� W®❑❑Dr❑S❑m❑ 232.5 W1111❑❑W❑ITIr❑ 27.2 ❑ M❑CSC❑r❑❑ 11.7 ❑ErFnd DLIJ ❑ D❑❑CmCIDrSILIsS❑❑S❑❑ S❑❑aLLugSLraig® D❑IIETIT E] SCd❑LI rl 9 1 1 1 L❑❑d ❑❑❑L Ids C❑S❑❑ C❑S® CID❑❑❑s®❑❑ 0.001 0.017 3.229 3.7 0.081 1.132 0.041 0.015 0.405 3.229 37.6 0.835 11.591 0.417 0.023 0.619 3.229 50.7 1.125 15.617 0.562 0.031 0.832 3.229 63.2 1.397 19.407 0.699 0.039 1.045 3.229 76.0 1.676 23.275 0.838 0.047 1.258 3.229 88.6 1.951 27.090 0.975 0.055 1.472 3.229 100.9 2.217 30.785 1.108 0.063 1.685 3.229 114.0 2.500 34.721 1.250 0.067 1.792 3.229 120.5 2.640 36.660 1.320 0.075 2.005 3.229 133.3 2.914 40.465 1.457 0.083 2.219 3.229 146.1 3.185 44.234 1.593 0.091 2.432 3.229 158.7 3.453 47.957 1.727 0.099 2.645 3.229 170.9 3.710 51.523 1.855 0.107 2.858 3.229 183.2 3.969 55.123 1.985 0.115 3.072 3.229 195.1 4.216 58.550 2.108 0.123 3.285 3.229 206.7 4.457 61.896 2.228 0.131 3.498 3.229 218.1 4.692 65.167 2.346 0.139 3.712 3.229 229.1 4.920 68.326 2.460 0.147 3.925 3.229 239.6 5.133 71.281 2.566 0.155 4.138 3.229 249.5 5.334 74.081 2.667 0.163 4.351 3.229 258.7 5.517 76.624 2.759 0.171 4.565 3.229 266.2 5.666 78.689 2.833 0.179 4.778 3.229 265.8 5.643 78.376 2.822 0.187 4.991 3.229 266.1 5.637 78.288 2.819 0.195 5.205 3.229 266.2 5.628 78.162 2.814 0.203 5.418 3.229 264.9 5.588 77.604 2.794 0.211 5.631 3.229 262.7 5.528 76.767 2.764 0.219 5.844 3.229 258.5 5.428 75.385 2.714 0.227 6.058 3.229 251.3 5.263 73.095 2.632 0.235 6.271 3.229 239.1 4.998 69.409 2.499 0.243 6.484 3.229 225.2 4.696 65.214 2.348 0.251 6.697 3.229 209.9 4.368 60.657 2.184 0.259 6.911 3.229 192.5 3.995 55.486 1.998 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑S❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-106 S❑❑ '-1❑ ❑❑❑n RC-2 Dr-7- 22.0-22.6 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑SEA❑ D❑LLI❑ 7/2/23 ❑FM❑❑ ❑IHI TEAM Consultants, Inc. r ■� ■� Ii ■ 111 ❑171 ❑ S[It ❑11T] Dark gray shale y u ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑[111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑ll ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.251 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ Maud Gr❑❑ I®❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill ❑❑❑IDAF1 ❑❑1111 W010❑❑g❑ ❑'❑❑l] SO❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 156.0 SCd❑® R❑Li❑ 0.72 ® mA❑❑r❑❑ Dr❑w®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 144.6 L❑❑gL11DL11❑ ❑LOr R❑MM❑ 1.710 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q i ''I L❑❑d ❑❑❑❑ds 0.001 0.027 3.251 0.003 0.084 3.251 0.005 0.142 3.251 0.007 0.199 3.251 0.009 0.256 3.251 0.011 0.314 3.251 0.013 0.372 3.251 0.015 0.429 3.251 0.017 0.486 3.251 0.019 0.544 3.251 0.021 0.601 3.251 0.023 0.660 3.251 0.027 0.775 3.251 0.027 0.775 3.251 0.030 0.851 3.251 0.032 0.933 3.251 0.036 1.029 3.251 0.036 1.029 3.251 0.039 1.113 3.251 0.042 1.208 3.251 0.042 1.208 3.251 0.045 1.289 3.251 0.048 1.365 3.251 0.048 1.365 3.251 0.050 1.438 3.251 3.251 3.251 3.251 3.251 3.251 3.251 3.251 3.251 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ■■E ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 157.1 12.4 7.9 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plloilons> m■■ 3.6 0.081 1.121 0.040 161.4 3.571 49.590 1.785 391.3 8.654 120.187 4.327 900.6 19.904 276.426 9.952 1579.3 34.885 484.488 17.443 2278.0 50.289 698.412 25.144 3123.6 68.917 957.118 34.458 4135.7 91.194 1266.497 45.597 5511.0 121.450 1686.694 60.725 7067.5 155.662 2161.838 77.831 8548.1 188.162 2613.194 94.081 8557.3 188.253 2614.464 94.127 8008.0 175.966 2443.821 87.983 8008.0 175.966 2443.821 87.983 7633.8 167.614 2327.827 83.807 7224.8 158.504 2201.301 79.252 6736.1 147.639 2050.406 73.819 6736.1 147.639 2050.406 73.819 6303.6 138.042 1917.123 69.021 5815.6 127.234 1767.019 63.617 5815.6 127.234 1767.019 63.617 5401.1 118.069 1639.738 59.034 5002.7 109.273 1517.588 54.637 5002.7 109.273 1517.588 54.637 4622.0 100.883 1401.070 50.442 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ■■. ■11• ■■■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-106 S❑❑ '-iI❑ ❑❑❑n RC-3 DF-nr- 25.3-26.1 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ■■111■■ ■■111■■ ■■111■■ I■1■IIIII■I■ ❑FITI❑❑ ❑111 TEAM Consultants, Inc. ■■ ■IIIII r ■� ■� Ii ■ 111 M ❑171 ❑ S [It FIFE] 1■IIIII mini 6 ■IIIII TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-107/PZ-A (ST-2) 2.0-4.0' Material Description: Tan and brown lean clay Moisture Content (%): 18.4 Average Height (in): 5.470 Before Shear: After Shear: X Average Diameter (in): 2.727 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.006 Initial Dry Density (pcf): 108.3 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.557 Chamber Pressure (initial) (tsf): 0.19 *Saturation (%): 89.2% Chamber Pressure (final) (tsf): 0.19 Maximum Compressive Stength (TSF): 2.39 "Strain at Failure (%): 9.05 Vertical Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.85 2.7 0.03 0.03 0.02 0.075 1.4 5.92 85.7 1.06 1.04 0.52 0.115 2.1 5.97 130.2 1.60 1.57 0.79 0.155 2.8 6.01 147.8 1.82 1.77 0.88 0.195 3.6 6.06 162.8 2.01 1.93 0.97 0.235 4.3 6.10 174.5 2.15 2.06 1.03 0.275 5.0 6.15 183.2 2.26 2.14 1.07 0.315 5.8 6.20 191.1 2.36 2.22 1.11 0.335 6.1 6.22 195.1 2.40 2.26 1.13 0.375 6.9 6.27 203.0 2.50 2.33 1.16 0.415 7.6 6.32 208.1 2.56 2.37 1.18 0.455 8.3 6.37 211.1 2.60 2.38 1.19 0.495 9.0 6.42 213.2 2.63 2.39 1.19 0.535 9.8 6.48 214.3 2.64 2.38 1.19 0.575 10.5 6.53 214.3 2.64 2.36 1.18 0.615 11.2 6.58 208.2 2.57 2.28 1.14 0.655 12.0 6.64 194.3 2.39 2.11 1.05 0.695 12.7 6.69 180.2 2.22 1.94 0.97 0.735 13.4 6.75 172.0 2.12 1.83 0.92 0.775 14.2 6.81 168.2 2.07 1.78 0.89 0.815 14.9 6.86 166.3 2.05 1.74 0.87 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-107/PZ-A (ST-2) 2.0-4.0' Material Description: Tan and brown lean clay Stress -Strain 3.0 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 2.5 _ 2.0 -kY-� V1 ~ �J 41 1.5 u � v / v 1.0 0.5 0.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Strain (%) Remarks: 2of2 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■MMLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑I]- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.261 ❑ ❑Cg ❑❑❑❑ ❑®❑❑ " D UE®❑ ❑FM❑❑ „ W010❑❑g❑ --I❑EM S[it ❑® R❑®❑ ❑TF❑❑ ®❑❑❑smll®❑®❑ Wet y (pcf): 136.0 SIDE R❑LI❑ 0.63 ® mA❑❑rm❑ Dry y (pcf): 118.5 L❑❑glll]DLI]❑ ❑LLIr R❑MM❑ 1.961 �]❑s❑❑m❑❑ ■N gy• ■m ■ ■■■■m■■� ■ ■■ ■ ■. m■ ❑❑1❑❑ ❑FTI❑❑ET]❑ETI S❑❑❑I❑❑ R❑FTI D❑❑iiii❑ ❑❑®E[II❑ET❑ M❑rErA❑ DFir ❑gr Ell] s❑d❑ M❑CSLIOr❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ®° ❑ ❑fir❑ LILI❑®gs ❑ ❑ ❑ LEI W ❑❑W ® ES ❑I ❑❑❑ ❑❑ ® ❑❑❑T11 Dr❑W®❑S❑I❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T W®❑❑Dr❑S❑m❑ 226 WEII❑❑W❑ITIr❑ 33.4 ❑ M❑r81111r❑❑ 14.8 ❑ErFnd DLIJ ❑ D❑❑LLIILIL]rSILIsS❑❑S❑❑ S❑❑aLLugSLraig® D❑m❑❑®❑ SCd❑rl rl 9 1 1 1 L❑❑d ❑❑❑L Ids ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.003 0.066 3.261 5.4 0.118 1.641 0.059 0.007 0.181 3.261 35.6 0.784 10.884 0.392 0.023 0.582 3.261 70.5 1.547 21.490 0.774 0.031 0.782 3.261 83.8 1.836 25.497 0.918 0.039 0.982 3.261 95.3 2.084 28.939 1.042 0.047 1.182 3.261 105.6 2.305 32.013 1.153 0.055 1.382 3.261 116.2 2.531 35.148 1.265 0.063 1.582 3.261 125.8 2.733 37.955 1.366 0.067 1.683 3.261 130.3 2.829 39.283 1.414 0.075 1.883 3.261 139.0 3.011 41.821 1.506 0.083 2.083 3.261 146.7 3.172 44.046 1.586 0.091 2.283 3.261 154.1 3.324 46.166 1.662 0.099 2.483 3.261 161.0 3.467 48.143 1.733 0.107 2.683 3.261 167.7 3.603 50.035 1.801 0.115 2.883 3.261 173.9 3.728 51.781 1.864 0.123 3.084 3.261 179.5 3.841 53.347 1.921 0.131 3.284 3.261 184.1 3.931 54.593 1.965 0.139 3.484 3.261 188.0 4.007 55.650 2.004 0.147 3.684 3.261 191.1 4.065 56.453 2.032 0.155 3.885 3.261 193.8 4.113 57.122 2.057 0.163 4.084 3.261 195.7 4.144 57.554 2.072 0.171 4.285 3.261 196.8 4.159 57.763 2.080 0.179 4.485 3.261 197.3 4.161 57.794 2.081 0.187 4.685 3.261 197.2 4.151 57.648 2.075 0.195 4.885 3.261 196.2 4.120 57.214 2.060 0.203 5.085 3.261 194.3 4.072 56.557 2.036 0.211 5.285 3.261 192.4 4.024 55.891 2.012 0.219 5.486 3.261 190.0 3.965 55.064 1.982 0.227 5.686 3.261 187.3 3.899 54.156 1.950 0.235 5.886 3.261 183.8 3.819 53.039 1.910 0.243 6.086 3.261 180.2 3.737 51.897 1.868 0.251 6.287 3.261 174.0 3.600 50.001 1.800 0.259 6.487 3.261 167.8 3.465 48.123 1.733 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑S❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑I❑ Li Lim B-107/PZ-A S❑❑ '-I❑ ❑❑❑n RC-1 ❑❑❑M ❑r❑oD❑❑❑❑❑ 242012 M❑mob❑ Dark gray shale D❑mu 7/2/23 ❑FT1❑❑ ❑ETI❑❑ / I ❑TI❑❑ I 1 ❑FITI❑❑ ❑® TEAM Consultants, Inc. i■i■n r ■� ■� Ii ■ 111 D❑ 7- 16.0-16.9' IX ti i■i■n ■um i■i■n i■i■n ■um ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑[111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑ll ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.197 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 111111111 ❑ 111❑❑11T]❑ETI S❑❑ ❑I❑ ❑ mrimil GrEll] IET [Is ue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill W❑r0❑❑g❑ ❑'❑❑l] SO❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 158.8 SCd❑® R❑Li❑ 0.67 ® mA❑❑r❑❑ Dr❑w®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 150.2 L❑❑gL11DL11❑ ❑LOr R❑MM❑ 1.861 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q i ''I L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 80.2 4.6 5.7 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plloilons> m■■ 0.000 0.003 3.197 7.7 0.172 2.394 0.086 0.001 0.014 3.197 124.6 2.805 38.961 1.403 0.003 0.067 3.197 451.9 10.171 141.250 5.085 0.005 0.121 3.197 693.7 15.602 216.684 7.801 0.007 0.174 3.197 1150.0 25.854 359.056 12.927 0.009 0.227 3.197 1862.5 41.848 581.184 20.924 0.011 0.281 3.197 2703.8 60.719 843.267 30.360 0.013 0.334 3.197 3535.3 79.349 1101.996 39.674 0.015 0.387 3.197 4354.5 97.684 1356.629 48.842 0.017 0.440 3.197 5223.1 117.108 1626.398 58.554 0.019 0.494 3.197 6126.5 137.288 1906.659 68.644 0.021 0.547 3.197 6895.1 154.429 2144.707 77.214 0.023 0.600 3.197 7680.6 171.930 2387.764 85.965 0.025 0.653 3.197 8474.3 189.595 2633.098 94.798 0.027 0.707 3.197 9220.7 206.184 2863.481 103.092 0.029 0.760 3.197 9682.4 216.392 3005.251 108.196 0.031 0.813 3.197 9972.3 222.751 3093.570 111.376 0.033 0.866 3.197 10102.8 225.545 3132.375 112.773 0.035 0.920 3.197 9615.7 214.553 2979.718 107.277 0.037 0.973 3.197 9136.1 203.743 2829.585 101.872 0.039 1.029 3.197 8593.4 191.533 2660.013 95.767 0.041 1.081 3.197 8142.4 181.386 2519.094 90.693 0.043 1.135 3.197 7753.1 172.619 2397.335 86.310 0.045 1.187 3.197 7438.0 165.517 2298.704 82.759 0.047 1.239 3.197 7337.4 163.192 2266.409 81.596 3.197 3.197 3.197 3.197 3.197 3.197 3.197 3.197 SCE❑E11 =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SIESS ❑ ❑®❑❑❑❑ D❑fir❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑sue ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ ❑W M ❑❑E] ❑❑ ❑ ❑❑ Fill ®❑ S it❑❑g Ell] ETIS ❑1TF1 ❑❑❑®❑ ❑ S Cjt❑[T11 ❑ M ❑❑1F] ❑❑ S Cr❑❑g ITF] ❑ ❑TI❑❑ U) i■i■i■imi■i■ ■■m■■ ❑❑n❑❑ ❑u ❑r❑LO❑❑❑ Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑[iii B-107/PZ-A S❑❑ ❑I❑ ❑❑ai RC-2 D❑❑7F 21.5-22.0' ❑❑❑M ❑r❑u❑❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑L111❑ 7/2/23 TEAM Consultants, Inc. ❑❑u SI❑sS CS SCE❑FFH [7] ❑1111 11:111 ❑1111 ❑ S [It ❑1111 ❑= ❑® ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.224 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[d]®❑ ❑FM❑❑ W010❑❑g❑ r❑❑ SCd❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 159.2 SCd❑® R❑LD❑ 0.69 ® mA[E]❑rm❑ Dry y (pcf): 153.1 L❑❑g[]IIDL[I❑ ❑LLr R❑MM❑ 1.792 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ 111❑❑11T]❑ETI S❑❑ ❑I❑ ❑ M❑u-ui❑ GrEll] IET [Is ue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® ES ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑rSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.000 0.005 3.224 0.001 0.035 3.224 0.003 0.090 3.224 0.005 0.145 3.224 0.007 0.201 3.224 0.009 0.256 3.224 0.011 0.311 3.224 0.013 0.366 3.224 0.015 0.421 3.224 0.017 0.476 3.224 0.019 0.531 3.224 0.021 0.586 3.224 0.023 0.641 3.224 0.025 0.696 3.224 0.027 0.751 3.224 0.029 0.806 3.224 0.031 0.861 3.224 0.033 0.917 3.224 0.035 0.972 3.224 0.037 1.027 3.224 0.039 1.082 3.224 0.041 1.137 3.224 0.043 1.192 3.224 0.045 1.247 3.224 0.047 1.303 3.224 0.050 1.372 3.224 0.052 1.442 3.224 0.054 1.481 3.224 0.055 1.524 3.224 3.224 3.224 3.224 3.224 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑11 ❑❑C❑ 91.5 3.6 3.9 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 2.7 0.059 0.823 0.030 471.6 10.530 146.243 5.265 721.7 16.104 223.656 8.052 1176.0 26.227 364.246 13.114 1929.0 42.998 597.154 21.499 2760.1 61.491 853.987 30.746 3605.5 80.281 1114.936 40.140 4534.2 100.903 1401.335 50.451 5479.1 121.862 1692.414 60.931 6463.2 143.670 1995.288 71.835 7470.7 165.974 2305.046 82.987 8465.3 187.967 2610.486 93.984 9487.2 210.541 2923.997 105.271 10336.1 229.252 3183.855 114.626 11170.8 247.629 3439.076 123.815 11242.7 249.083 3459.269 124.542 11846.4 262.313 3643.005 131.157 12191.9 269.813 3747.168 134.907 12581.7 278.286 3864.841 139.143 12450.2 275.224 3822.313 137.612 11982.5 264.738 3676.677 132.369 11541.0 254.841 3539.233 127.421 11293.0 249.226 3461.256 124.613 11027.8 243.237 3378.078 121.619 10430.3 229.928 3193.234 114.964 10151.6 223.628 3105.740 111.814 9842.4 216.665 3009.038 108.332 9547.6 210.089 2917.722 105.045 9037.6 198.781 2760.677 99.391 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ■■. ■11• ■■■ ❑RMI❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[[] ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑® B-107/PZ-A S❑❑ ❑I❑ ❑❑ai RC-4 DC -IMF ❑❑❑M r-ullL❑❑❑ 242012 D❑LIL❑ 7/2/23 ❑❑❑rM❑❑ U) ■■111■■ ❑FITI❑❑ -etc ❑® TEAM Consultants, Inc. ■1 ■ 1■ M ---r A - S-rCsS CS SCr❑FFH milli ■ r ■111 Gray limestone ■1111 1■11111 30.7-31.1' 1■11111 ■11111 ■■■■■■IIIII■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑IIr ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑❑rO❑❑❑❑ ❑rM❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.160 ®° ❑❑Cg❑❑❑❑ ❑ 1=1 " DUE®❑ ❑FM❑❑ W010❑❑g❑ --I❑EM S[it ❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 140.1 SCd❑® R❑LD❑ 0.83 ® m11❑r❑r❑❑ Dry y (pcf): 131.1 L❑❑g[II]LDL[I❑ ❑LLr R❑MM❑ 1.501 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■� ■ ■■ ■ ■. m■ ❑❑1❑❑ ❑FTI❑❑ET]❑ETI S❑❑❑I❑❑ R❑FTI D❑❑iiii❑ ❑❑®ET❑ET❑ M❑rErA❑ DFir ❑gr Ell] s❑d❑ M❑CSLIOr❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑IIDA❑ ❑❑[IT] ❑❑❑ W ❑❑W ® CS ❑l ❑❑❑ ❑❑ ® ❑❑❑11 Dr❑W®❑S❑I❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T W®❑❑Dr❑S❑m❑ 79.4 WEII❑❑W❑ITIr❑ 5.5 ❑ M❑C81111r❑❑ 6.9 ❑❑gl❑ DLEI ❑ D❑❑LLIILIL]r SILIss ❑❑S❑❑ S❑❑a'LLug SCr❑❑g® D❑m❑❑®❑ SCd❑I ❑r❑❑ ®°❑ L❑❑d ❑❑❑L ids ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.000 0.005 3.160 2.1 0.047 0.653 0.024 0.009 0.300 3.160 15.7 0.356 4.949 0.178 0.014 0.466 3.160 22.4 0.508 7.058 0.254 0.019 0.632 3.160 29.3 0.663 9.211 0.332 0.024 0.798 3.160 36.2 0.819 11.374 0.409 0.029 0.964 3.160 43.4 0.980 13.608 0.490 0.034 1.130 3.160 50.7 1.143 15.873 0.571 0.039 1.296 3.160 58.4 1.314 18.252 0.657 0.044 1.462 3.160 66.3 1.489 20.678 0.744 0.049 1.628 3.160 74.6 1.672 23.223 0.836 0.054 1.794 3.160 83.1 1.859 25.820 0.930 0.059 1.960 3.160 91.6 2.046 28.409 1.023 0.064 2.126 3.160 100.9 2.250 31.249 1.125 0.069 2.292 3.160 110.9 2.469 34.294 1.235 0.074 2.458 3.160 121.5 2.699 37.490 1.350 0.079 2.624 3.160 132.6 2.941 40.847 1.471 0.084 2.790 3.160 144.1 3.192 44.331 1.596 0.089 2.956 3.160 156.1 3.451 47.930 1.726 0.094 3.122 3.160 167.9 3.706 51.464 1.853 0.099 3.288 3.160 180.0 3.966 55.080 1.983 0.104 3.454 3.160 191.0 4.200 58.336 2.100 0.109 3.620 3.160 200.3 4.398 61.078 2.199 0.114 3.786 3.160 207.8 4.556 63.268 2.278 0.119 3.952 3.160 214.4 4.691 65.145 2.345 0.124 4.118 3.160 220.2 4.810 66.806 2.405 0.129 4.284 3.160 224.5 4.896 67.997 2.448 0.134 4.450 3.160 226.8 4.937 68.569 2.469 0.139 4.616 3.160 227.1 4.936 68.546 2.468 0.144 4.782 3.160 223.6 4.850 67.351 2.425 0.149 4.948 3.160 215.4 4.664 64.778 2.332 0.154 5.114 3.160 208.3 4.503 62.543 2.252 0.159 5.280 3.160 198.0 4.272 59.335 2.136 0.164 5.446 3.160 183.7 3.958 54.968 1.979 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑ALL]d ❑❑❑ W M ❑❑F11 ❑❑ ❑ ❑❑ ❑r❑ss ®❑ S CIr❑❑g Ell] FIIS ❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S [It ❑❑g ITFI ❑ ❑TI❑❑ ❑r❑LHI❑L11 Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑® B-107/PZ-A S❑❑ '-I❑ ❑❑❑n RC-5 Dr-7- 35.9-36.2' ❑❑❑M ❑r❑111711711111❑ 242012 M❑EDrA❑ Dark gray shale D❑aii❑ 7/2/23 ■m■■ ■m■■ ❑FM❑❑ ❑® FIT] TEAM Consultants, Inc. i■u■i r ■� ■� Ii ■ 111 ❑171 ❑ SCE'FIFE] milli ■um ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑[111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ D®®❑ ❑FM❑❑ ❑ ❑ ll ❑rM❑❑ D ®®❑ ❑LE]❑❑ r 3.166 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ " D[[[]®❑ ❑FM❑❑ 111111111 ❑ 111❑❑11T]❑ETI S❑❑ ❑I❑ C mrimil GrEll] IET [Is ue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill W❑r0❑❑g❑ ❑'❑❑l] SO❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 149.9 SIDE R❑LI❑ 0.63 ® mA❑❑r❑❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 140.2 L❑❑gL11DL11❑ ❑LOr R❑MM❑ 1.985 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q i ''I L❑❑d ❑❑❑❑ds 0.001 0.027 3.166 0.003 0.077 3.166 0.005 0.127 3.166 0.007 0.177 3.166 0.009 0.228 3.166 0.011 0.278 3.166 0.013 0.328 3.166 0.015 0.378 3.166 0.017 0.428 3.166 0.019 0.478 3.166 0.021 0.529 3.166 0.023 0.579 3.166 0.025 0.629 3.166 0.027 0.679 3.166 0.029 0.729 3.166 0.031 0.780 3.166 0.033 0.830 3.166 0.035 0.880 3.166 0.037 0.930 3.166 0.039 0.980 3.166 0.041 1.030 3.166 0.043 1.081 3.166 0.045 1.131 3.166 0.047 1.181 3.166 0.049 1.232 3.166 0.051 1.283 3.166 3.166 3.166 3.166 3.166 3.166 3.166 3.166 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ■■E ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 258.2 17.9 6.9 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plloilons> m■■ 107.0 2.432 33.783 1.216 215.7 4.903 68.092 2.451 372.2 8.455 117.422 4.227 550.9 12.508 173.711 6.254 772.1 17.522 243.346 8.761 1090.0 24.724 343.364 12.362 1525.9 34.593 480.432 17.297 2005.5 45.443 631.108 22.721 2548.2 57.712 801.501 28.856 3111.7 70.437 978.229 35.218 3694.9 83.595 1160.973 41.798 4275.0 96.672 1342.579 48.336 4858.2 109.806 1524.984 54.903 5483.8 123.881 1720.464 61.941 6115.7 138.086 1917.743 69.043 6722.0 151.701 2106.821 75.850 7338.8 165.536 2298.958 82.768 7986.9 180.064 2500.725 90.032 8611.3 194.044 2694.880 97.022 9042.5 203.657 2828.392 101.829 8478.8 190.863 2650.701 95.431 7991.7 179.807 2497.165 89.904 7364.0 165.601 2299.873 82.801 6919.9 155.535 2160.071 77.768 6278.0 141.035 1958.692 70.517 5038.0 113.119 1571.003 56.560 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑r❑LO❑❑❑ Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑[iii B-107/PZ-A S❑❑ ❑I❑ ❑❑ai RC-6 D❑❑7F 44.2-45.0' ❑❑❑M ❑r❑u❑❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑L111❑ 7/2/23 SI❑sS CS SCE❑FFH ❑❑❑rM❑❑ N 14 U) ■■m■■ ❑❑n❑❑ TEAM Consultants, Inc. ■um ■■■■■■IIIII■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑IIr ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ _r 3.290 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ DUE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑® S[it ❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 141.3 SCd❑® R❑LD❑ 0.63 ® mA[E]❑❑❑❑ Dry y (pcf): 128.4 L❑❑g[II]LDL[I❑ ❑LLr R❑MM❑ 1.931 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■� ■ ■■ ■ ■. m■ 111111111 ❑ EFI❑❑ S ❑❑ ❑I ❑ ❑ R ❑ FTI D ❑❑iiii❑ ❑❑®ET❑ET❑ M❑E-A❑ DFir ❑ grEll] IET ❑sue❑❑ M❑CSLIOr❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑IIDA❑ ❑❑[IT] ❑❑❑ �� W ❑❑W ® [$ ❑1 ❑❑❑ ❑❑ ® ❑❑❑11 I I I I Dr❑W®❑S❑1❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T W®❑❑Dr❑S❑m❑ 212.7 W1111❑❑W❑ITIr❑ 21.5 ❑ M❑C81111r❑❑ 10.1 [Ir❑s❑❑d m❑❑❑ DLIJ ❑ D❑❑LLIILIL]r SILIss ❑❑S❑❑ S❑❑Lrug SCr❑❑g® D❑m❑❑®❑ SFFII rl 9 1 1 1 L❑❑d ❑❑❑❑ds ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.001 0.017 3.290 2.4 0.052 0.716 0.026 0.015 0.382 3.290 27.1 0.592 8.220 0.296 0.023 0.584 3.290 35.4 0.769 10.685 0.385 0.031 0.787 3.290 43.8 0.952 13.221 0.476 0.039 0.989 3.290 52.7 1.141 15.849 0.571 0.047 1.191 3.290 61.5 1.329 18.461 0.665 0.055 1.394 3.290 71.1 1.534 21.298 0.767 0.063 1.596 3.290 80.3 1.730 24.022 0.865 0.067 1.698 3.290 85.0 1.829 25.399 0.914 0.075 1.900 3.290 94.1 2.021 28.061 1.010 0.083 2.102 3.290 102.8 2.202 30.576 1.101 0.091 2.305 3.290 110.5 2.364 32.827 1.182 0.099 2.507 3.290 117.7 2.512 34.886 1.256 0.107 2.710 3.290 124.3 2.647 36.760 1.323 0.115 2.912 3.290 130.3 2.768 38.445 1.384 0.123 3.114 3.290 135.6 2.876 39.944 1.438 0.131 3.317 3.290 140.3 2.968 41.224 1.484 0.139 3.519 3.290 138.8 2.931 40.703 1.465 0.147 3.722 3.290 138.5 2.918 40.525 1.459 0.155 3.924 3.290 138.7 2.916 40.497 1.458 0.163 4.127 3.290 139.0 2.916 40.493 1.458 0.171 4.329 3.290 138.9 2.909 40.395 1.454 0.179 4.532 3.290 138.5 2.894 40.195 1.447 0.187 4.734 3.290 137.2 2.861 39.738 1.431 0.195 4.937 3.290 135.7 2.823 39.209 1.412 0.203 5.139 3.290 134.0 2.783 38.644 1.391 0.211 5.341 3.290 131.8 2.731 37.925 1.365 0.219 5.544 3.290 129.8 2.683 37.264 1.342 0.227 5.746 3.290 127.6 2.632 36.548 1.316 0.235 5.949 3.290 124.9 2.571 35.712 1.286 0.243 6.151 3.290 122.6 2.519 34.986 1.260 0.251 6.354 3.290 120.1 2.462 34.190 1.231 0.259 6.556 3.290 117.9 2.411 33.477 1.205 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑ LL]d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-108 S❑❑ nl❑ ❑❑iHi RC-1 DCCFIFF 11.4-12.0' ❑❑❑M r-UL❑❑❑❑ 242012 M❑TArA❑ Dark gray limestone D❑LLI❑ 7/2/23 ■m■■ I ❑FTI❑❑ ❑o TEAM Consultants, Inc. --u 9 i■i■n STCsS Cs SCr❑FFH i■mn ■m i■i■n ■um ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.100 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ C Maud Gr❑❑ I®❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill ❑❑❑IDAF1 ❑❑❑J W010❑❑g❑ ❑❑® SO❑® R❑®❑ ❑UI❑❑ ®❑❑❑smA®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 155.7 SIDE R❑LI❑ 0.63 FP 111Am nmin Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 147.8 L❑❑gLED1111❑ ❑LOr R❑❑ID❑ 2.012 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ LI❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ IMs® D❑m❑❑®❑ SCd❑u N ri q i ''I 1.1111d ❑❑❑❑ds 0.000 0.004 3.100 0.001 0.029 3.100 0.003 0.080 3.100 0.005 0.129 3.100 0.007 0.180 3.100 0.009 0.230 3.100 0.011 0.280 3.100 0.013 0.330 3.100 0.015 0.380 3.100 0.017 0.430 3.100 0.019 0.480 3.100 0.021 0.530 3.100 0.023 0.580 3.100 0.025 0.630 3.100 0.027 0.680 3.100 0.029 0.730 3.100 0.031 0.780 3.100 0.033 0.830 3.100 0.035 0.880 3.100 0.037 0.930 3.100 0.039 0.985 3.100 0.041 1.032 3.100 3.100 3.100 3.100 3.100 3.100 3.100 3.100 3.100 3.100 3.100 3.100 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ■■E ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 187.9 10.1 5.4 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: p ■■■> m■■ 52.2 1.212 16.828 0.606 115.1 2.673 37.119 1.336 265.2 6.156 85.489 3.078 389.1 9.025 125.345 4.513 525.7 12.190 169.290 6.095 658.9 15.270 212.072 7.635 814.4 18.864 261.987 9.432 995.6 23.050 320.112 11.525 1214.1 28.094 390.176 14.047 1470.6 34.012 472.359 17.006 1739.1 40.204 558.347 20.102 2012.2 46.494 645.702 23.247 2300.5 53.126 737.815 26.563 2601.5 60.049 833.960 30.024 2898.1 66.860 928.557 33.430 3187.0 73.489 1020.615 36.745 3432.3 79.106 1098.624 39.553 3678.9 84.746 1176.955 42.373 3687.6 84.903 1179.128 42.451 3419.2 78.685 1092.774 39.342 2752.6 63.308 879.219 31.654 2205.7 50.706 704.208 25.353 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑FI❑ ❑TI❑❑ ■■. ■11• ■■■ ■ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑❑❑ Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-108 S❑❑ ❑I❑ ❑❑ai RC-2 D❑❑r❑F 16.9-17.6' ❑❑❑M ❑r❑u❑❑❑❑❑❑ 242012 M❑TIrA❑ Gray limestone D❑LLI❑ 7/2/23 MINIMUM ❑❑®❑❑ ❑❑n❑❑ r ❑u TEAM Consultants, Inc. m i■um STLISS Cs SCE❑FFH ❑1111 ❑ S [It ❑1111 []Ell ❑1111 ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.193 ❑° ❑❑Cg❑❑❑❑ ❑ 1=1 D[d]®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑® S[it ❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 148.5 SCd❑® R❑LD❑ 0.63 ® mALHI❑1111❑ Dry y (pcf): 138.5 L❑❑g[111LDL[1❑ ❑LLr R❑MM❑ 1.974 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑u-ui❑ GrEll] I®[Is ue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑CSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.000 0.004 3.193 0.003 0.077 3.193 0.007 0.178 3.193 0.011 0.278 3.193 0.015 0.379 3.193 0.019 0.479 3.193 0.023 0.580 3.193 0.027 0.680 3.193 0.031 0.781 3.193 0.035 0.881 3.193 0.039 0.982 3.193 0.043 1.082 3.193 0.047 1.183 3.193 0.051 1.283 3.193 0.055 1.384 3.193 0.059 1.484 3.193 0.063 1.585 3.193 0.067 1.685 3.193 0.071 1.786 3.193 0.075 1.886 3.193 0.079 1.987 3.193 0.083 2.087 3.193 0.087 2.188 3.193 0.091 2.288 3.193 0.095 2.389 3.193 0.099 2.489 3.193 0.103 2.590 3.193 0.107 2.690 3.193 0.111 2.791 3.193 0.115 2.892 3.193 0.119 2.992 3.193 3.193 3.193 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ SOV11111 ■ METIF11 ■■ SlItErigirl ■ L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 246.5 17.8 7.2 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 2.2 0.049 0.678 0.024 12.7 0.285 3.960 0.143 24.0 0.540 7.506 0.270 35.7 0.802 11.141 0.401 47.9 1.077 14.959 0.539 61.0 1.368 19.000 0.684 74.8 1.677 23.284 0.838 89.5 2.005 27.851 1.003 105.4 2.359 32.759 1.179 122.3 2.733 37.959 1.367 140.6 3.139 43.592 1.569 159.4 3.555 49.374 1.778 178.9 3.986 55.351 1.993 200.1 4.454 61.856 2.227 221.8 4.932 68.498 2.466 243.0 5.399 74.985 2.700 265.1 5.884 81.718 2.942 287.9 6.383 88.646 3.191 314.6 6.967 96.752 3.483 339.3 7.507 104.259 3.754 353.5 7.813 108.507 3.907 369.4 8.157 113.286 4.079 384.9 8.489 117.890 4.244 394.5 8.692 120.711 4.346 395.3 8.700 120.830 4.350 393.8 8.658 120.244 4.329 388.2 8.527 118.418 4.263 373.5 8.197 113.835 4.098 328.1 7.191 99.870 3.596 273.5 5.988 83.164 2.994 224.8 4.917 68.293 2.459 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑FI❑ ❑TI❑❑ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-108 S❑❑ ❑I❑ ❑❑ai RC-2 D❑❑❑❑F 19.3-20.0' ❑❑❑M r-uLL❑❑❑ 242012 M❑TIrA❑ Gray limestone D❑LLI❑ 7/2/23 ■m■■ ■m■■ ■m■■ i■imi■i■■ ■m■■ ■m■■ ■m■■ i■u■i■i■■ ❑FFI❑❑ - ❑['T1 TEAM Consultants, Inc. --u [7] i STCsS Cs SCr❑FFH ❑1111 01] ❑1111 []IT[] ■um ■■■■■■111■• ■ ■-■11 1yiI•111■■■■ ❑r❑IIII❑IIII ❑❑gl❑ M❑❑❑IIDllII W❑❑I]- ❑r❑❑111 ❑❑❑❑❑❑mom 111111111 ❑1111❑❑ S❑❑ ❑I❑ ❑ R❑FTI D❑❑o❑ ❑❑®1111❑ITTI❑ ❑❑❑M ❑r❑uo❑❑❑❑a] ❑❑❑❑❑❑ D❑iii❑ ❑1FITT11❑ maErA❑ GrEll] 11111 ❑sue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ " D®®❑ ❑FM❑❑ M❑ALLr❑ ❑❑❑E11111MS❑M D ❑❑❑❑❑ GR❑❑❑®❑LD❑S❑R®❑®❑ ❑❑ ❑❑1❑R❑ ❑❑rO❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑E[]D _r 3.180 ❑° ❑❑fir❑ LI[I❑®gs❑ ❑ ❑ImlI- ❑❑Cg❑❑❑❑ ❑®❑❑ DIIII®❑ ❑FM❑❑ 1 1 1111111D111❑❑1111 ❑❑❑ �� W❑Cg❑❑g❑ -❑❑® SCd❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑E[D❑ W❑❑WFri CS ❑I❑❑❑[in ® ❑❑❑� Wet y (pcf): 158.7 SCd❑LL] R❑LD❑ 0.78 ❑P FMFFFi Dr❑W®❑S❑I❑❑❑❑❑ [1] ❑❑❑T11 Dry y (pcfl: 152.5 L❑❑g[]IIDL[I❑ ❑E[Lr R❑MM❑ 1.597 W®❑❑❑❑❑❑ ❑❑❑F11 W®❑❑Dr❑S❑m❑ 62.1 LI❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ssTI❑ W[III❑❑W❑IT]r❑ 2.5 ❑ M❑C91111r❑❑ 4.0 S❑❑mir❑d ❑❑❑MM❑❑g Did ❑ D❑❑LL[ILIL]rSILlss❑❑S❑❑ S❑❑LrIlEgSCr❑❑gam ❑r❑ss❑r❑ ❑Ls® D❑m❑❑®❑ SCd❑u ri I L❑❑d ❑❑❑❑ds ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.001 0.031 3.180 153.0 3.463 48.094 1.731 0.003 0.093 3.180 405.0 9.161 127.226 4.580 0.005 0.155 3.180 681.4 15.402 213.907 7.701 0.007 0.217 3.180 1137.1 25.687 356.743 12.844 0.009 0.279 3.180 1846.4 41.685 578.915 20.842 0.011 0.342 3.180 2681.5 60.501 840.240 30.251 0.013 0.404 3.180 3584.1 80.814 1122.348 40.407 0.015 0.466 3.180 4506.3 101.545 1410.264 50.773 0.017 0.529 3.180 5503.4 123.938 1721.246 61.969 0.019 0.591 3.180 6628.7 149.185 2071.877 74.592 0.021 0.653 3.180 7864.5 176.887 2456.609 88.444 0.023 0.715 3.180 9111.2 204.799 2844.252 102.400 0.025 0.777 3.180 10506.7 236.020 3277.846 118.010 0.027 0.840 3.180 12118.2 272.048 3778.204 136.024 0.030 0.928 3.180 7565.0 169.681 2356.525 84.840 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 3.180 SCE❑ILL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ S[rlss ❑ ❑[[[]❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LIE ❑❑ SILIss =❑❑❑sue ❑LLL❑❑❑ ❑❑ LLid ❑❑❑ dW M ❑❑T11 ❑❑ ❑ ❑❑ ❑r❑ss [Hill S CIr❑❑g Ell] IIIS ❑ITFI ❑❑❑®❑ ❑ S CIt❑1111 7 M ❑❑F11 1111 S [I❑❑g ITF] 11 ❑TTI❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-108 S❑❑ '-iI❑ ❑❑❑n RC-3 DF-nr- 20.5-20.8' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ❑❑❑IM❑❑ co ❑FITI❑❑ ❑IFF TEAM Consultants, Inc. i■i■n r ■� ■� Ii ■ 111 i■i■n ❑171 ❑ S[It FIFE] i■i■n �■�nn milli ■um TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-109 (ST-1) 0.0-2.0' Material Description: Tan and dark brown clay Moisture Content (%): 35.7 Average Height (in): 4.975 Before Shear: After Shear: X Average Diameter (in): 2.688 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.850 Initial Dry Density (pcf): 85.4 Avg Rate of Strain (%/min): 0.60 *Void Ratio (e ): 0.973 Chamber Pressure (initial) (tsf): 0.11 *Saturation (%): 99.0% Chamber Pressure (final) (tsf): 0.11 Maximum Compressive Stength (TSF): 1.72 "Strain at Failure (%): 7.27 30° Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.010 0.2 5.69 7.1 0.09 0.09 0.04 0.020 0.4 5.70 34.0 0.43 0.43 0.21 0.030 0.6 5.71 56.4 0.72 0.71 0.36 0.060 1.2 5.75 95.0 1.21 1.19 0.60 0.091 1.8 5.78 112.5 1.43 1.40 0.70 0.121 2.4 5.82 121.4 1.54 1.50 0.75 0.151 3.0 5.85 127.8 1.62 1.57 0.79 0.181 3.6 5.89 132.9 1.69 1.62 0.81 0.211 4.2 5.93 136.6 1.73 1.66 0.83 0.241 4.8 5.97 139.5 1.77 1.68 0.84 0.271 5.5 6.00 141.6 1.80 1.70 0.85 0.301 6.1 6.04 143.5 1.82 1.71 0.85 0.331 6.7 6.08 145.2 1.84 1.72 0.86 0.361 7.3 6.12 146.4 1.86 1.72 0.86 0.391 7.9 6.16 147.0 1.86 1.72 0.86 0.421 8.5 6.20 146.5 1.86 1.70 0.85 0.452 9.1 6.24 145.6 1.85 1.68 0.84 0.482 9.7 6.29 143.8 1.82 1.65 0.82 0.512 10.3 6.33 140.4 1.78 1.60 0.80 0.542 10.9 6.37 138.1 1.75 1.56 0.78 0.572 11.5 6.41 130.6 1.66 1.46 0.73 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109 (ST-1) 0.0-2.0' Material Description: Tan and dark brown clay Stress -Strain 2.0 1.8 1.6 1.4 H 1.2 ; 7 H , Gl � H 1.0 Gl (� U 0.8 , O J� v 0.6 ; 0.4 , 0.2 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 0.0 0.0 2.0 4.0 6.0 8.0 10.0 Remarks: 2of2 Strain (%) 12.0 242012 7/3/2024 14.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-109 (ST-2) 2.0-4.0' Material Description: Tan and brown fat clay Moisture Content (%): 12.4 Average Height (in): 5.016 Before Shear: After Shear: X Average Diameter (in): 2.803 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.789 Initial Dry Density (pcf): 124.7 Avg Rate of Strain (%/min): 0.60 *Void Ratio (e ): 0.352 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 95.4% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 1.98 "Strain at Failure (%): 15.00 Vertical Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.010 0.2 6.18 23.9 0.28 0.28 0.14 0.020 0.4 6.20 44.8 0.52 0.52 0.26 0.040 0.8 6.22 62.2 0.73 0.72 0.36 0.080 1.6 6.27 86.6 1.01 0.99 0.50 0.121 2.4 6.32 107.5 1.25 1.22 0.61 0.161 3.2 6.37 122.3 1.43 1.38 0.69 0.201 4.0 6.43 133.7 1.56 1.50 0.75 0.241 4.8 6.48 142.1 1.66 1.58 0.79 0.281 5.6 6.54 148.8 1.74 1.64 0.82 0.321 6.4 6.59 154.4 1.80 1.68 0.84 0.361 7.2 6.65 159.1 1.86 1.72 0.86 0.401 8.0 6.71 163.7 1.91 1.76 0.88 0.441 8.8 6.77 168.3 1.96 1.79 0.89 0.481 9.6 6.83 172.6 2.01 1.82 0.91 0.521 10.4 6.89 177.2 2.07 1.85 0.93 0.562 11.2 6.95 181.7 2.12 1.88 0.94 0.602 12.0 7.01 185.6 2.17 1.90 0.95 0.642 12.8 7.08 190.1 2.22 1.93 0.97 0.682 13.6 7.14 193.8 2.26 1.95 0.98 0.722 14.4 7.21 197.4 2.30 1.97 0.99 0.752 15.0 7.26 200.2 2.34 1.98 0.99 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109 (ST-2) 2.0-4.0' Material Description: Tan and brown fat clay Stress -Strain W1 2.0 LL H 1.5 41 Gl L 1.0 0 .00' 0.5{ 0.0 0.0 2.0 4.0 6.0 8.0 Strain (%) Remarks: 2of2 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 10.0 12.0 14.0 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ■■■■■■IIIIIM• ■■ ■-■■ ■■ ■■ -■■■MMLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑II- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ _r 3.006 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ DUE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑® S[it ❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 149.1 SCd❑® R❑LLI❑ 1.00 ® mA[E]❑❑❑❑ Dry y (pcf): 133.1 L❑❑g[II]LDL[I❑ ❑LLr R❑MM❑ 1.282 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ ❑❑1❑❑ ❑EF❑❑F11❑FTI S❑❑❑I❑❑ R❑FTI D❑❑iiii❑ ❑❑®ET❑ET❑ M❑rErA❑ Da-❑gr❑❑s❑d❑ M❑CSLIOr❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑ LEI ❑❑❑IIDA❑ ❑❑[IT] ❑❑❑ 1000�� W ❑❑W ® [S ❑1 ❑❑❑ ❑❑ ® ❑❑❑11 Dr❑W®❑S❑1❑❑❑❑❑ Ell ❑❑❑T11 W ®❑❑❑ ❑❑❑ ❑❑❑T W®❑❑Dr❑S❑m❑ 144.1 WEII❑❑W❑ITIr❑ 17.4 ❑ M❑C81111r❑❑ 12.1 1111g111 DLEI ❑ D❑❑LLIILIL]r SCI LIsS ❑❑S❑❑ S❑❑a ❑g SLraig® D❑m❑❑®❑ SIVIN rl 9 1 1 1 L❑❑d ❑❑❑❑ds ❑❑S❑❑ ®S® ®❑❑❑s®❑❑ 0.001 0.026 3.006 1.3 0.031 0.437 0.016 0.006 0.249 3.006 15.7 0.374 5.195 0.187 0.009 0.369 3.006 32.2 0.768 10.671 0.384 0.012 0.488 3.006 57.2 1.364 18.950 0.682 0.015 0.608 3.006 84.8 2.018 28.024 1.009 0.018 0.728 3.006 110.5 2.629 36.510 1.314 0.021 0.848 3.006 135.4 3.215 44.651 1.608 0.024 0.967 3.006 159.6 3.786 52.583 1.893 0.027 1.087 3.006 182.8 4.332 60.164 2.166 0.030 1.206 3.006 206.9 4.897 68.008 2.448 0.033 1.326 3.006 231.7 5.477 76.058 2.738 0.036 1.446 3.006 257.1 6.069 84.282 3.034 0.039 1.565 3.006 281.9 6.647 92.319 3.324 0.042 1.685 3.006 305.3 7.191 99.869 3.596 0.045 1.804 3.006 326.1 7.670 106.528 3.835 0.048 1.924 3.006 343.1 8.060 111.933 4.030 0.051 2.044 3.006 355.1 8.332 115.716 4.166 0.054 2.164 3.006 362.7 8.501 118.062 4.250 0.057 2.283 3.006 362.3 8.480 117.768 4.240 0.060 2.403 3.006 363.7 8.502 118.081 4.251 0.063 2.522 3.006 363.2 8.481 117.782 4.240 0.066 2.642 3.006 361.2 8.423 116.976 4.211 0.069 2.761 3.006 356.9 8.312 115.444 4.156 0.072 2.881 3.006 351.0 8.165 113.398 4.083 0.075 3.001 3.006 342.7 7.962 110.580 3.981 0.078 3.120 3.006 334.4 7.760 107.764 3.880 0.081 3.240 3.006 322.6 7.476 103.833 3.738 0.084 3.359 3.006 311.4 7.209 100.116 3.604 0.087 3.479 3.006 298.8 6.910 95.960 3.455 0.090 3.599 3.006 285.3 6.587 91.486 3.294 0.093 3.718 3.006 273.4 6.304 87.557 3.152 0.096 3.838 3.006 261.8 6.030 83.744 3.015 0.099 3.958 3.006 251.4 5.784 80.331 2.892 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLu B-109/PZ-B S❑❑ ❑I❑ ❑❑ai RC-1 D❑❑7F 14.1-14.5' ❑❑❑M r-uLlL❑❑❑ 242012 M❑EDrA❑ Dark gray shale D❑L111❑ 7/2/23 ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ ■AINE= ■111■■ ❑FITI❑❑ -w ❑1111 TEAM Consultants, Inc. ■n1 VA ■1 1 ■ 1■ SILISS C5 SCE❑FFH 1■11111 milli ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■ ■IW RLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.039 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ DHE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑® S[it ❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 158.6 SCd❑® R❑LD❑ 0.76 ® mA[E]❑rm❑ Dry y (pcf): 151.0 L❑❑gL11DL[1❑ ❑❑ r R❑MM❑ 1.670 �]❑S❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■• ■ ■■ ■ ■_ m■ 111111111 ❑ EFI❑❑EF]❑IT S❑❑ ❑I❑ ❑ M❑u-ui❑ Gr❑❑ IET ❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑CSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SCd❑1l rl II I I I 0.000 0.002 3.039 0.000 0.005 3.039 0.001 0.036 3.039 0.003 0.096 3.039 0.005 0.157 3.039 0.007 0.218 3.039 0.009 0.279 3.039 0.011 0.340 3.039 0.013 0.401 3.039 0.015 0.462 3.039 0.017 0.522 3.039 0.019 0.583 3.039 0.021 0.644 3.039 0.023 0.705 3.039 0.025 0.766 3.039 0.027 0.827 3.039 0.029 0.888 3.039 0.031 0.949 3.039 0.033 1.010 3.039 0.035 1.071 3.039 0.037 1.131 3.039 0.039 1.193 3.039 0.041 1.253 3.039 0.043 1.314 3.039 0.045 1.375 3.039 0.047 1.436 3.039 0.049 1.498 3.039 0.051 1.558 3.039 0.053 1.619 3.039 3.039 3.039 3.039 3.039 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ S [I ■111 ■ m ■■■1 ■■ S [It ■■ • ■■ ■ L❑❑d ❑❑❑L Ids ❑❑❑ ❑❑❑T11 ❑❑❑T11 n❑❑[T 131.7 6.6 5.0 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 2.6 0.063 0.871 0.031 35.7 0.846 11.754 0.423 134.7 3.190 44.305 1.595 201.3 4.765 66.183 2.383 263.3 6.230 86.516 3.115 427.3 10.102 140.297 5.051 661.9 15.641 217.225 7.821 939.3 22.182 308.069 11.091 1277.1 30.140 418.583 15.070 1663.9 39.245 545.030 19.622 2124.8 50.085 695.580 25.042 2648.6 62.393 866.509 31.196 3165.7 74.528 1035.041 37.264 3664.0 86.207 1197.242 43.103 4179.4 98.274 1364.829 49.137 4713.1 110.754 1538.157 55.377 5157.4 121.121 1682.128 60.560 5591.2 131.229 1822.508 65.614 5731.4 134.436 1867.047 67.218 5543.7 129.954 1804.797 64.977 5490.8 128.634 1786.466 64.317 5108.9 119.612 1661.178 59.806 4924.2 115.218 1600.152 57.609 4081.6 95.443 1325.517 47.722 3832.4 89.560 1243.808 44.780 3705.8 86.549 1201.999 43.275 3508.4 81.886 1137.234 40.943 3281.6 76.546 1063.075 38.273 2969.6 69.227 961.420 34.613 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑[iii B-109/PZ-B S❑❑ nl❑ ❑❑ai RC-2 DFr-7F 19.5-20.0' ❑❑❑M r-UL❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑L111❑ 7/2/23 ■■m■■ ❑FITI❑❑ -r ❑o TEAM Consultants, Inc. ■m ■■1 ■ I■ SICSS CS SCE❑FFH i■um ■um milli ilium ilium ■um TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-110 (ST-4) 6.0-8.0' Material Description: Dark brown fat clay Moisture Content (%): 20.7 Average Height (in): 4.452 Before Shear: After Shear: X Average Diameter (in): 2.710 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.643 Initial Dry Density (pcf): 102.4 Avg Rate of Strain (%/min): 0.67 *Void Ratio (e ): 0.645 Chamber Pressure (initial) (tsf): 0.44 *Saturation (%): 86.4% Chamber Pressure (final) (tsf): 0.44 Maximum Compressive Stength (TSF): 1.37 "Strain at Failure (%): 14.8 No Break Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.77 1.2 0.01 0.01 0.01 0.020 0.4 5.79 4.5 0.06 0.06 0.03 0.025 0.6 5.80 18.7 0.23 0.23 0.12 0.040 0.9 5.82 49.4 0.62 0.61 0.31 0.080 1.8 5.87 78.6 0.98 0.96 0.48 0.120 2.7 5.93 88.9 1.11 1.08 0.54 0.160 3.6 5.98 95.7 1.19 1.15 0.58 0.200 4.5 6.04 101.0 1.26 1.20 0.60 0.240 5.4 6.10 105.1 1.31 1.24 0.62 0.280 6.3 6.16 108.1 1.35 1.26 0.63 0.320 7.2 6.21 110.7 1.38 1.28 0.64 0.340 7.6 6.24 111.9 1.40 1.29 0.64 0.380 8.5 6.31 114.6 1.43 1.31 0.65 0.420 9.4 6.37 117.4 1.47 1.33 0.66 0.460 10.3 6.43 119.5 1.49 1.34 0.67 0.500 11.2 6.50 121.4 1.52 1.34 0.67 0.540 12.1 6.56 123.1 1.54 1.35 0.67 0.580 13.0 6.63 125.0 1.56 1.35 0.68 0.620 13.9 6.70 127.1 1.59 1.36 0.68 0.660 14.8 6.77 128.6 1.61 1.37 0.68 0.700 15.7 6.84 129.8 1.62 1.36 0.68 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-110 (ST-4) 6.0-8.0' Material Description: Dark brown fat clay 1.6 1.4 1.2 a 1.0 0.8 0.6 I 0.4 0.2 0.0 Remarks: 2of2 Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: A 1 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) 242012 7/3/2024 18.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-111 (ST-2) 2.0-4.0' Material Description: Tan and dark brown clay Moisture Content (%): 16.4 Average Height (in): 4.728 Before Shear: After Shear: X Average Diameter (in): 2.502 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.889 Initial Dry Density (pcf): 106.2 Avg Rate of Strain (%/min): 0.63 *Void Ratio (e ): 0.587 Chamber Pressure (initial) (tsf): 0.19 *Saturation (%): 75.3% Chamber Pressure (final) (tsf): 0.19 Maximum Compressive Stength (TSF): 0.58 "Strain at Failure (%): 15.0 Internal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.009 0.2 4.93 2.6 0.04 0.04 0.02 0.019 0.4 4.94 12.0 0.18 0.17 0.09 0.039 0.8 4.96 15.3 0.22 0.22 0.11 0.079 1.7 5.00 20.2 0.30 0.29 0.15 0.119 2.5 5.05 24.1 0.35 0.34 0.17 0.159 3.4 5.09 26.8 0.39 0.38 0.19 0.199 4.2 5.13 29.3 0.43 0.41 0.20 0.240 5.1 5.18 31.6 0.46 0.44 0.22 0.280 5.9 5.23 33.3 0.49 0.46 0.23 0.320 6.8 5.27 35.0 0.51 0.48 0.24 0.340 7.2 5.30 35.7 0.52 0.48 0.24 0.380 8.0 5.35 36.8 0.54 0.49 0.25 0.420 8.9 5.40 37.6 0.55 0.50 0.25 0.460 9.7 5.45 39.5 0.58 0.52 0.26 0.500 10.6 5.50 40.6 0.59 0.53 0.27 0.540 11.4 5.55 42.2 0.62 0.54 0.27 0.580 12.3 5.61 43.2 0.63 0.55 0.28 0.620 13.1 5.66 44.3 0.65 0.56 0.28 0.660 14.0 5.72 45.5 0.67 0.57 0.29 0.710 15.0 5.79 46.9 0.69 0.58 0.29 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-111 (ST-2) 2.0-4.0' Material Description: Tan and dark brown clay Stress -Strain 0.7 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney 0.6 0.5 N 0.4 FU 41 0.3 FU 0 0.2 1 0.1 1 1 1 TEAM Project Number: 242012 Date: 7/3/2024 0.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom 111111111 ❑TI❑❑ S❑❑ ❑I❑ ❑ R❑FTI D❑❑o❑ ❑❑®E111❑IT11❑ ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ D❑ii❑ ❑1FITT11❑ miiaral❑ GrEll] I FIE [Is ue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ " D®®❑ ❑FM❑❑ M❑CSL111r❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑LLA D❑S❑R®❑®❑ Li Li ❑❑rO❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑LE]❑❑ r 3.223 ®° ❑❑fir❑ LILI❑®gs❑ ❑ ❑LM11- ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 1 1 ❑❑❑IDAF1 ❑❑1111 W010❑❑g❑ ❑❑❑u S11❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri rS Ell ❑❑❑❑❑ Wet y (pcf): 151.1 SIB❑® R❑LD❑ 0.77 ® mA❑❑rMFI Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 144.2 L❑❑gLED1111❑ ❑LI]r R❑MM❑ 1.601 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ WE11❑❑W❑IT111i❑ ❑ M❑CSE[Or❑❑ ❑r❑ss❑r❑ 1Ms® D❑m❑❑®❑ STUN ri it ''I 1l ❑❑❑L ids 0.000 0.001 3.223 0.001 0.016 3.223 0.002 0.047 3.223 0.004 0.109 3.223 0.006 0.171 3.223 0.008 0.232 3.223 0.010 0.294 3.223 0.012 0.355 3.223 0.014 0.417 3.223 0.016 0.479 3.223 0.018 0.541 3.223 0.020 0.602 3.223 0.022 0.664 3.223 0.024 0.726 3.223 0.026 0.787 3.223 0.028 0.849 3.223 0.030 0.911 3.223 0.032 0.973 3.223 0.034 1.036 3.223 0.036 1.105 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 3.223 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑5L111 ■■m ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T 113.1 5.4 4.8 S❑❑mr❑d •■■mmr SIL]ss m ■■ SLILILrilig SLrL1L1gL1L1 m, ■■ m m m■■■> m■■ 3.7 0.082 1.134 0.041 19.8 0.442 6.140 0.221 81.0 1.809 25.125 0.905 152.3 3.399 47.204 1.699 219.2 4.890 67.912 2.445 330.4 7.365 102.279 3.682 462.4 10.300 143.051 5.150 648.5 14.438 200.511 7.219 917.9 20.422 283.620 10.211 1291.6 28.720 398.866 14.360 1789.9 39.774 552.384 19.887 2400.2 53.303 740.273 26.652 3001.4 66.614 925.138 33.307 3588.1 79.586 1105.296 39.793 4109.2 91.088 1265.031 45.544 4383.8 97.115 1348.728 48.557 4549.5 100.721 1398.818 50.361 4176.6 92.408 1283.362 46.204 3497.2 77.328 1073.931 38.664 2768.8 61.179 849.655 30.590 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ■■. ■11• ■■■ ■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-111 S❑❑ '-i1❑ ❑❑❑n RC-1 DF-nr- 17.1-17.6' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 ❑❑®❑❑ ❑® ❑ET] ❑® TEAM Consultants, Inc. r ■� ■� Ii ■ 111 i■i■i Gray limestone milli L-1 ■■■■�W■ ■-■11 1yiI•111■■■■ ❑r❑IIII❑IIII ❑❑gl❑ M❑❑❑IID1111 W❑❑I1r ❑r❑❑11 ❑❑❑❑❑❑mom 111111111 ❑1111❑❑ S❑❑ [I❑ ❑ R❑FTI D❑❑Eio❑ ❑❑ITIFT111® ❑❑❑M ❑r❑uo❑❑❑❑a] ❑❑❑❑❑❑ D❑iii❑ ❑TITT1111 miiiErA❑ GrEll] 11111 ❑sue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ " D®®❑ ❑FM❑❑ M❑CSLL]r❑ ❑❑❑E11111MS❑M D ❑❑❑❑❑ GR❑❑❑®❑LD❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑rO❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑E❑❑ _r 3.009 ®° ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Iffi- ❑❑[g❑❑❑❑ ❑®❑❑ DIIII®❑ ❑FM❑❑ 1 1 W010❑❑g❑ L❑ SrI❑® R❑®❑ ❑ET❑❑ ®❑❑❑smll®❑[ili❑ W❑❑wFri FS Ell ❑❑❑❑❑ Wet y (pcf): 154.1 S[I❑LILI R❑LEI❑ 0.67 7 FMITI Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 146.4 L❑❑glll]DLI]❑ ❑E[Lr R❑MM❑ 1.913 W®❑❑❑❑❑❑ W ®❑❑Dr❑ S ❑[t❑ LI❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ssTI❑ WEII❑❑W❑[Tlr❑ ❑ M❑ISE[Or❑❑ ❑❑❑MMLLLig Did ❑ ❑r❑ss❑r❑ [Ms® D❑m❑❑®❑ S1111 ri I L❑❑d ❑❑❑❑ds 0.000 0.001 3.009 0.000 0.001 3.009 0.001 0.028 3.009 0.003 0.081 3.009 0.005 0.135 3.009 0.007 0.188 3.009 0.009 0.241 3.009 0.011 0.295 3.009 0.013 0.348 3.009 0.015 0.402 3.009 0.017 0.455 3.009 0.019 0.508 3.009 0.021 0.562 3.009 0.023 0.615 3.009 0.025 0.671 3.009 0.027 0.724 3.009 0.029 0.780 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 3.009 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ S[rlss ❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCiViss =❑❑❑sue ■■m ■■ ■■■ ■ ■sm■ STITIg ■l] ■I ■■M ■ SOVIIIII ■ MEIEIFI1 ■■ sIfFIFigFri ■ ❑❑❑ �� 92.5 4.9 5.3 S❑❑mr❑d • LILILLIILIL]r S r LIss ELIS ■■ SLILILrLilig SLrLILIgLIL1 MET] m m EFFIE m■■ 1.3 0.030 0.421 0.015 30.6 0.732 10.170 0.366 130.2 3.115 43.259 1.557 394.2 9.427 130.916 4.713 609.2 14.558 202.183 7.279 953.9 22.785 316.434 11.392 1609.6 38.425 533.652 19.213 2389.7 57.018 791.863 28.509 3218.6 76.752 1065.927 38.376 4120.2 98.199 1363.788 49.100 5056.1 120.441 1672.678 60.220 5463.7 130.082 1806.575 65.041 4895.7 116.496 1617.893 58.248 4411.2 104.910 1456.983 52.455 3795.4 90.214 1252.895 45.107 3268.3 77.643 1078.310 38.822 2789.1 66.223 919.703 33.111 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑FTI❑ ■■.111• ■■■ ■ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑rn Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑® B-111 S❑❑ ❑I❑ ❑❑ai RC-2 ❑❑❑M r-UL❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑LLI❑ 7/2/23 I■I■IIIII■I■ ■■111■■ ■■111■■ ❑FITI❑❑ s ❑0 TEAM Consultants, Inc. ■n1 FETE-1 milli SICsS Cs SCE❑FFH ■ 1■ ■11111 milli DCCIFFF 23.3-23.7 ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.089 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ Maud Gr❑❑ 1®❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill W❑r0❑❑g❑ ❑'❑❑® SO❑® R❑®❑ ❑UI❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 163.7 SIDE R❑LI❑ 0.78 ® mALLLI❑LI]❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 158.6 L❑❑gLED1111❑ ❑LOr R❑MM❑ 1.614 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ WE[1]❑W❑1T]r ❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q ''I 1.1111d ❑❑❑L ids 0.002 0.065 3.089 0.004 0.127 3.089 0.006 0.190 3.089 0.008 0.252 3.089 0.010 0.315 3.089 0.012 0.377 3.089 0.014 0.440 3.089 0.016 0.502 3.089 0.018 0.565 3.089 0.020 0.627 3.089 0.022 0.690 3.089 0.024 0.752 3.089 0.026 0.814 3.089 0.028 0.877 3.089 0.030 0.939 3.089 0.032 1.002 3.089 0.034 1.064 3.089 0.036 1.127 3.089 0.038 1.189 3.089 0.040 1.252 3.089 0.042 1.314 3.089 3.089 3.089 3.089 3.089 3.089 3.089 3.089 3.089 3.089 3.089 3.089 3.089 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ■■E ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑1M 102.3 3.3 3.2 GR❑❑❑LLAD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: ploillons� m■■ 232.5 5.416 75.214 2.708 491.0 11.428 158.715 5.714 770.3 17.919 248.853 8.959 1199.9 27.896 387.423 13.948 1692.0 39.310 545.937 19.655 2313.4 53.713 745.972 26.857 3038.7 70.511 979.254 35.255 3823.9 88.674 1231.509 44.337 4628.2 107.260 1489.621 53.630 5415.2 125.419 1741.817 62.709 6097.7 141.137 1960.104 70.568 6549.7 151.503 2104.076 75.752 6944.7 160.540 2229.577 80.270 6982.6 161.313 2240.310 80.656 6736.1 155.521 2159.875 77.760 6686.2 154.271 2142.516 77.136 6476.2 149.332 2073.923 74.666 6194.4 142.742 1982.406 71.371 5517.9 127.075 1764.812 63.537 4778.7 109.981 1527.419 54.991 4027.7 92.639 1286.572 46.320 ❑®❑❑❑❑ ❑EL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-111 S❑❑ '-i1❑ ❑❑❑n RC-2 DF-nr- 24.4-24.7' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 r ■� ■� Ii ■ 111 Gray limestone ❑❑❑rM❑❑ t a ❑❑❑IF11❑❑ s N N ❑❑®❑❑ ❑FITI❑❑ ❑® ❑® -ILL ❑® ❑® ❑ S I❑FE] TEAM Consultants, Inc. 1■11111 TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-112 (ST-3) 4.0-6.0' Material Description: Brown and gray clay Moisture Content (%): 37.8 Average Height (in): 5.564 Before Shear: After Shear: X Average Diameter (in): 2.659 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.093 Initial Dry Density (pcf): 86.4 Avg Rate of Strain (%/min): 0.54 *Void Ratio (e ): 0.951 Chamber Pressure (initial) (tsf): 0.35 *Saturation (%): 107.1% Chamber Pressure (final) (tsf): 0.35 Maximum Compressive Stength (TSF): 2.43 "Strain at Failure (%): 15.0 Internal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.001 0.0 5.55 5.7 0.07 0.07 0.04 0.006 0.1 5.56 35.7 0.46 0.46 0.23 0.040 0.7 5.59 72.9 0.95 0.94 0.47 0.080 1.4 5.63 94.3 1.22 1.20 0.60 0.120 2.2 5.67 108.5 1.41 1.38 0.69 0.160 2.9 5.72 119.9 1.55 1.51 0.75 0.200 3.6 5.76 130.3 1.69 1.63 0.81 0.240 4.3 5.80 140.2 1.82 1.74 0.87 0.280 5.0 5.85 150.1 1.95 1.85 0.92 0.320 5.8 5.89 157.6 2.04 1.93 0.96 0.360 6.5 5.94 164.3 2.13 1.99 1.00 0.400 7.2 5.98 171.1 2.22 2.06 1.03 0.440 7.9 6.03 178.4 2.31 2.13 1.06 0.480 8.6 6.08 185.4 2.40 2.20 1.10 0.520 9.4 6.12 191.1 2.48 2.24 1.12 0.560 10.1 6.17 195.4 2.53 2.28 1.14 0.600 10.8 6.22 200.1 2.59 2.31 1.16 0.640 11.5 6.27 205.3 2.66 2.35 1.18 0.680 12.2 6.32 210.4 2.73 2.39 1.20 0.720 12.9 6.38 214.0 2.77 2.41 1.21 0.840 15.1 6.54 220.7 2.86 2.43 1.21 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0' Material Description: Brown and gray clay Stress -Strain 3.0 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 2.5 2.0 1 V) r 1.5 -a JCT' a u d v 1.0 0.5 I I 0.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 Strain (%) Remarks: 2of2 14.0 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.109 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 111111111 ❑ ETI❑❑ S ❑❑ ❑I ❑ ❑ M❑all Da-❑gr❑❑IET❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑Lmr W❑r0❑❑g❑ ❑'❑❑® SO❑® R❑®❑ ❑UI❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 145.1 SIDE R❑LI❑ 0.82 ® [M❑❑❑❑❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 131.6 L❑❑gLED1111❑ ❑LOr R❑MM❑ 1.220 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q i ''I 1.1111d ❑❑❑❑ds 0.001 0.022 3.109 0.001 0.049 3.109 0.003 0.132 3.109 0.005 0.214 3.109 0.007 0.297 3.109 0.009 0.379 3.109 0.011 0.461 3.109 0.013 0.544 3.109 0.015 0.626 3.109 0.017 0.709 3.109 0.019 0.791 3.109 0.021 0.874 3.109 0.023 0.956 3.109 0.025 1.038 3.109 0.027 1.121 3.109 0.029 1.203 3.109 0.031 1.286 3.109 0.033 1.368 3.109 0.035 1.450 3.109 0.037 1.533 3.109 0.039 1.615 3.109 0.041 1.698 3.109 0.043 1.780 3.109 0.045 1.863 3.109 0.047 1.945 3.109 0.049 2.028 3.109 0.051 2.110 3.109 0.053 2.192 3.109 0.055 2.275 3.109 3.109 3.109 3.109 3.109 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑sue ■■E ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ s [I ■■1 ■ m ■■■1 ■■ s [It ■■ • ■■ ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 113.6 11.6 10.2 GR❑❑❑LLAD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plloil ■■■> m■■ 2.0 0.047 0.650 0.023 13.0 0.301 4.180 0.150 27.1 0.627 8.705 0.313 42.0 0.970 13.468 0.485 59.0 1.363 18.925 0.681 78.5 1.811 25.155 0.906 101.1 2.330 32.359 1.165 128.5 2.959 41.092 1.479 159.2 3.665 50.894 1.832 193.6 4.451 61.813 2.225 230.1 5.286 73.414 2.643 268.4 6.162 85.584 3.081 309.6 7.100 98.610 3.550 349.5 8.010 111.238 4.005 386.2 8.842 122.804 4.421 425.0 9.724 135.044 4.862 463.8 10.602 147.241 5.301 501.0 11.443 158.924 5.722 539.0 12.302 170.845 6.151 569.1 12.976 180.217 6.488 589.8 13.439 186.635 6.719 584.6 13.308 184.828 6.654 556.8 12.665 175.894 6.333 527.1 11.979 166.363 5.989 497.2 11.291 156.805 5.645 464.6 10.541 146.400 5.271 430.2 9.753 135.453 4.877 402.2 9.110 126.519 4.555 372.8 8.438 117.187 4.219 ❑®❑❑❑❑ ❑EL❑❑❑ ❑❑FI❑ ❑TI❑❑ co ■m■■ ■m■■ ❑ MIT ❑I❑❑ -" ❑® ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-112 S❑- -11❑ ❑❑❑n RC-1 D❑❑❑- 18.9-19.3 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑SEA❑ D❑LLI❑ 7/2/23 TEAM Consultants, Inc. r ■� ■� Ii ■ 111 i■i■n milli Dark gray limestone �■�nn ■um ■■■■■■IIIII■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•���■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑IIDI❑ W❑❑I]- ❑r❑❑III ❑❑❑❑❑❑mom ❑❑❑M ❑r❑IIII❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑TITT1111 ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ _r 3.216 ®° ❑❑Cg❑❑❑❑ ❑ 1=1 DUE®❑ ❑FM❑❑ W010❑❑g❑ - LLJ SIB❑® R❑®❑ ❑[F[1❑❑ ®❑❑❑smll®❑®❑ Wet y (pcf): 141.2 SILf❑® R❑LD❑ 0.50 ® mA❑r❑r❑❑ Dry y (pcf): 127.3 L❑❑gLI1CmL[I❑ ❑❑ r R❑CM❑ 1.961 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■m■■� ■ ■■ ■ ■. m■ 111111111 ❑ EFI❑❑ S ❑❑ ❑I ❑ ❑ R ❑ FTI D ❑❑iiii❑ ❑❑®ET❑ET❑ M❑E-A❑ DFir ❑ grEll] IET ❑sue❑❑ M❑CSLIOr❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑IL❑R❑ ❑❑LLr❑ LILI❑®gs❑ ❑ ❑LEI ❑❑❑GCS❑ ❑❑[IT] ❑❑❑ W ❑❑W CID CS ❑1 ❑❑❑ ❑❑ CID ❑❑❑11 Dr❑ W I❑❑S ❑I ❑❑❑ ❑❑ CID ❑❑❑I / W ®❑❑❑ ❑❑❑ ❑❑❑II W®❑❑Dr❑S❑m❑ 214.4 WEII❑❑W❑ITIr❑ 23.4 ❑ M❑CSC❑r❑❑ 10.9 ❑ErFnd DLIJ ❑ D❑❑CmCIDrSILIsS❑❑S❑❑ S❑❑aLLugSLraig® D❑IETIT E] SCd❑LI rl 9 1 1 1 L❑❑d ❑❑❑❑ds C❑S❑❑ C❑S® CID❑❑❑s®❑❑ 0.001 0.013 3.216 3.3 0.073 1.015 0.037 0.010 0.253 3.216 31.4 0.700 9.727 0.350 0.015 0.379 3.216 41.1 0.917 12.730 0.458 0.020 0.506 3.216 50.5 1.125 15.618 0.562 0.025 0.632 3.216 59.4 1.322 18.361 0.661 0.030 0.758 3.216 68.7 1.526 21.193 0.763 0.035 0.884 3.216 78.0 1.732 24.052 0.866 0.040 1.010 3.216 87.8 1.946 27.026 0.973 0.045 1.136 3.216 98.0 2.168 30.108 1.084 0.050 1.262 3.216 107.4 2.375 32.978 1.187 0.055 1.387 3.216 117.2 2.588 35.947 1.294 0.060 1.513 3.216 127.8 2.817 39.124 1.409 0.065 1.640 3.216 139.5 3.071 42.656 1.536 0.070 1.765 3.216 151.4 3.330 46.243 1.665 0.075 1.892 3.216 163.7 3.594 49.920 1.797 0.080 2.018 3.216 176.2 3.865 53.677 1.932 0.085 2.144 3.216 188.7 4.134 57.407 2.067 0.090 2.269 3.216 201.2 4.403 61.145 2.201 0.095 2.396 3.216 214.0 4.675 64.928 2.338 0.100 2.522 3.216 226.0 4.932 68.495 2.466 0.105 2.648 3.216 237.3 5.173 71.836 2.586 0.110 2.774 3.216 248.5 5.408 75.109 2.704 0.115 2.899 3.216 258.5 5.620 78.049 2.810 0.120 3.026 3.216 267.7 5.811 80.705 2.906 0.125 3.152 3.216 274.7 5.956 82.713 2.978 0.130 3.278 3.216 279.4 6.051 84.034 3.025 0.135 3.404 3.216 281.8 6.093 84.623 3.047 0.140 3.530 3.216 274.7 5.933 82.402 2.967 0.145 3.656 3.216 264.2 5.699 79.153 2.850 0.150 3.782 3.216 248.9 5.362 74.473 2.681 0.155 3.907 3.216 230.8 4.966 68.968 2.483 0.160 4.033 3.216 207.6 4.460 61.944 2.230 0.165 4.160 3.216 185.1 3.972 55.165 1.986 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ❑LLL❑❑❑ ❑❑S❑❑d ❑❑❑ W M❑❑F11 ❑❑ ❑❑❑ ❑r❑ss®❑Slit❑❑gEll] FIIS❑ITFI ❑FI❑ ❑ S [It FIT ❑ M ❑❑F11 ❑❑ S lit❑❑g ITFI ❑ ❑TI❑❑ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑❑❑ Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-112 S❑❑ ❑I❑ ❑❑iHi RC-2 D❑❑❑❑F 22.1-22.7' ❑❑❑M ❑r❑u❑❑❑❑❑❑ 242012 M❑TArA❑ Dark gray limestone D❑LLI❑ 7/2/23 ■111■■ ■111■■ ■111■■ ■111■■ ■111■■ ❑FITI❑❑ ,- ❑m] TEAM Consultants, Inc. �I 11111111 ST❑sS Cs SCr❑FFH ❑® ❑10 ❑ S Ct[TTJ ■ 1■ milli] ■ 1 ■ ■ 1■ ❑❑❑❑❑❑ld❑D ❑❑M❑R❑SSA❑S❑R❑❑G❑❑ [HI R❑III] LES❑M DLE❑❑❑❑ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑EU1111 W❑❑ r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r ❑[[[] ❑❑❑❑❑❑ D❑Eio❑ [][[[]Elul] ❑❑Co❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑LO❑❑❑❑ ❑rm❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.233 u' ❑❑[g❑❑❑❑ ❑rM❑❑ D[[[]®❑ ❑FM❑❑ „ W❑Cg❑❑gr r❑❑ SCr❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M[E[1❑[111❑ Wet y (pcf): 159.1 SIit❑LL] R❑LD❑ 0.61 ❑❑ rnn❑rl Dry y (pcf): 151.8 L❑❑gilliLDLI❑ ❑❑ r R❑MM❑ 1.606 -I❑s❑❑m❑❑ ❑ ❑❑mmolig ❑rugs❑r❑ FT]s[Tll ❑ ❑❑❑❑®❑d 111111 11r❑9sFE1❑ 111111111 1111111111 S ❑❑ ❑I ❑ ❑ M❑irrA❑ Gr❑❑I1111 ❑sue❑❑ M ❑Cg[Er❑ ❑ ❑❑111❑❑ MS❑M D ❑❑❑❑❑ ❑ ❑fir❑ LILI❑=gs ❑ ❑ ❑ EMr W ❑❑W ® CS ❑I ❑❑❑ ❑❑ Tl Dr❑W=1❑S❑I❑❑❑❑❑ =1 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE1011❑W❑ITII'❑ ❑ M❑CSE[Or❑❑ DIJ ❑ D❑m❑❑®❑ Srfu I rl I 0.000 0.001 3.233 0.001 0.029 3.233 0.001 0.032 3.233 0.003 0.093 3.233 0.005 0.155 3.233 0.007 0.216 3.233 0.009 0.277 3.233 0.011 0.339 3.233 0.013 0.400 3.233 0.015 0.461 3.233 0.017 0.523 3.233 0.019 0.584 3.233 0.021 0.646 3.233 0.023 0.707 3.233 0.025 0.768 3.233 0.027 0.830 3.233 0.029 0.891 3.233 0.031 0.953 3.233 0.033 1.014 3.233 0.035 1.075 3.233 0.037 1.137 3.233 0.039 1.199 3.233 0.041 1.261 3.233 0.043 1.321 3.233 0.045 1.385 3.233 0.047 1.445 3.233 0.049 1.506 3.233 0.051 1.566 3.233 0.053 1.628 3.233 0.055 1.690 3.233 0.057 1.752 3.233 0.059 1.812 3.233 0.061 1.873 3.233 SCE❑= =❑❑❑sTM❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ SCUIss ❑ D❑fir❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCit❑ss =❑❑❑sue ■■■1 ■■ ■ ■■ ■ ■s111■ sivilig 111 III ■III 11 S Ifi ■111 11 m ■■111 ■■ S Ifi ■■• III ■ L❑❑d ❑❑❑L Ids 2.3 75.2 144.0 559.6 1000.2 1801.6 2794.2 3827.5 4911.9 6042.2 7123.9 8050.8 8618.6 9207.7 10045.3 10589.1 10812.5 11070.3 11348.6 11698.2 12037.6 11708.3 11347.4 10984.1 10587.3 10219.2 9961.3 9824.0 9649.7 9370.0 8817.7 8408.9 8463.1 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑❑❑T11❑ ❑FI❑❑ 59.8 2.9 4.8 ' ■ 111 � ■■111■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R[Ell LEE ❑ Li Li ❑❑IL❑R❑ ffillimidn"", wl,IIIL: 0.052 1.673 3.206 12.451 22.240 40.035 62.052 84.948 108.946 133.936 157.815 178.238 190.690 203.599 221.984 233.856 238.641 244.178 250.164 257.710 265.021 257.610 249.513 241.375 232.507 224.284 218.491 215.346 211.394 205.137 192.923 183.867 184.936 ■■T1 1-1, -9 Fol■■ 0.716 23.240 44.525 172.913 308.863 556.000 861.778 1179.757 1513.047 1860.098 2191.731 2475.365 2648.306 2827.581 3082.907 3247.789 3314.241 3391.150 3474.274 3579.070 3680.612 3577.688 3465.231 3352.217 3229.056 3114.852 3034.399 2990.725 2935.840 2848.943 2679.308 2553.551 2568.389 ■ ■ 11111 ■. monolill-0 1110011-111 0.026 0.837 1.603 6.225 11.120 20.017 31.026 42.474 54.473 66.968 78.907 89.119 95.345 101.799 110.992 116.928 119.320 122.089 125.082 128.855 132.510 128.805 124.756 120.688 116.253 112.142 109.245 107.673 105.697 102.569 96.461 91.934 92.468 ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-112 S❑❑ ❑1❑ ❑❑a❑ RC-2 ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ❑❑❑IM❑❑ co ■■m■■ ❑FM❑❑ -*,- ❑Fff] TEAM Consultants, Inc. i■i■n i■i■n r ■� ■� Ii ■ 111 i■i■n i■mi i■i■n DF--ram- 24.7-25.0' �■�nn u ❑❑❑❑❑❑ld❑D ❑❑M❑R❑SSA❑S❑R❑❑G❑❑ [HI R❑III] LES❑M DLE❑❑❑❑ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑EU1111 W❑❑ r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r ❑[[[] ❑❑❑❑❑❑ D❑Eio❑ [][[[]Elul] ❑❑Co❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑LO❑❑❑❑ ❑rm❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.239 ❑❑[g❑❑❑❑ ❑rM❑❑ D[[[]®❑ ❑FM❑❑ „ W❑[g❑❑gr ❑11717 SCt❑® R❑®❑ ❑UI❑❑ ®❑❑❑s[Mlill❑illi❑ Wet y (pcf): 161.7 Srr❑LILI R❑LI❑ 0.57 ❑❑ rnn❑rl Dry y (pcf): 156.7 L❑❑gilliLDLI❑ ❑[Eir R❑MM❑ 1.737 -I❑s❑❑m❑❑ ❑ ❑❑mmaig ❑rugs❑r❑ FT]s[Tll ❑ ❑❑❑❑®❑d 111111 11r❑9sFE1❑ 111111111 1111111111 S ❑❑ ❑I ❑ ❑ M❑irrA❑ Gr❑❑I1111 ❑sue❑❑ M ❑Cg[Er❑ ❑ ❑❑E[]❑❑FmS❑M D ❑❑❑❑❑ ❑❑fir❑ L[[]❑=gs❑ ❑ ❑EMr W ❑❑W ® IS ❑I ❑❑❑ ❑❑ Dr❑W=1❑S❑I❑❑❑❑❑ =1 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE1011❑W❑ITII'❑ ❑ M❑CSE[Or❑❑ DIJ ❑ D❑m❑❑®❑ Srfu I rl I 0.001 0.024 3.239 0.003 0.081 3.239 0.005 0.138 3.239 0.007 0.195 3.239 0.009 0.251 3.239 0.011 0.308 3.239 0.013 0.365 3.239 0.015 0.421 3.239 0.017 0.478 3.239 0.019 0.535 3.239 0.021 0.591 3.239 0.023 0.648 3.239 0.025 0.705 3.239 0.027 0.762 3.239 0.029 0.818 3.239 0.031 0.875 3.239 0.033 0.932 3.239 0.035 0.988 3.239 0.037 1.045 3.239 0.039 1.102 3.239 0.041 1.159 3.239 0.043 1.222 3.239 0.047 1.322 3.239 0.049 1.403 3.239 0.049 1.403 3.239 0.053 1.496 3.239 0.057 1.610 3.239 0.057 1.610 3.239 0.060 1.698 3.239 0.060 1.698 3.239 0.064 1.815 3.239 0.064 1.815 3.239 0.068 1.915 3.239 SCE❑= =❑❑❑sTM❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ SCUIss ❑ D❑fir❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCit❑ss =❑❑❑sue ■■■1 ■■ ■ ■■ ■ ■s111■ sivilig 111 III ■III 11 S Ifi ■111 11 m ■■111 ■■ S Ifi ■■• III ■ L❑❑d ❑❑❑L Ids 465.2 764.6 1150.5 1829.6 2903.3 4214.1 5666.7 7218.3 8798.7 10330.2 11826.2 13117.5 14107.2 15048.5 15987.9 16778.6 17686.4 18430.3 18473.7 18938.6 19384.5 19821.6 18954.8 18229.7 18229.7 17390.8 16352.2 16352.2 15545.7 15545.7 14466.2 14466.2 13540.4 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑❑❑T11❑ ❑FI❑❑ 119.7 3.8 3.2 ' ■ 111 � ■■111■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R1] LEE ❑ Li Li ❑❑IL❑R❑ ffillimidn"", wl,IIIL: 10.341 16.986 25.543 40.599 64.386 93.402 125.528 159.807 194.684 228.440 261.374 289.747 311.431 332.020 352.546 369.771 389.554 405.706 406.429 416.416 425.978 435.302 415.847 399.609 399.609 380.859 357.700 357.700 339.754 339.754 315.786 315.786 295.277 ■■T1 1-1, -9 Fol■■ 143.619 235.898 354.746 563.837 894.199 1297.168 1743.330 2219.395 2703.765 3172.573 3629.968 4024.002 4325.153 4611.100 4896.160 5135.381 5410.131 5634.444 5644.479 5783.192 5915.984 6045.474 5775.280 5549.765 5549.765 5289.372 4967.734 4967.734 4718.503 4718.503 4385.629 4385.629 4100.810 ■ ■ 11111 ■. monolill-0 1110011-111 5.171 8.493 12.772 20.299 32.193 46.701 62.764 79.903 97.342 114.220 130.687 144.873 155.715 166.010 176.273 184.886 194.777 202.853 203.214 208.208 212.989 217.651 207.923 199.804 199.804 190.430 178.850 178.850 169.877 169.877 157.893 157.893 147.639 ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑❑- Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-112 S❑❑ ❑I❑ ❑❑ai RC-3 D❑❑IMF 26.8-27.1' ❑❑❑M r-uLL❑❑❑ 242012 M❑TIrA❑ Gray limestone D❑LLI❑ 7/2/23 ❑❑❑rM❑❑ ❑❑❑IM❑❑ U) ❑❑❑IF11❑❑ ❑❑❑IF11❑❑ ❑❑❑LLI❑❑ ❑❑®❑❑ ❑u TEAM Consultants, Inc. FA f -uL r r /r--r P ■m i■i■n ■um TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-113 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Moisture Content (%): 23.4 Average Height (in): 5.337 Before Shear: After Shear: X Average Diameter (in): 2.751 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.940 Initial Dry Density (pcf): 94.1 Avg Rate of Strain (%/min): 0.56 *Void Ratio (e ): 0.792 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 79.9% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 1.64 "Strain at Failure (%): 4.50 Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.95 1.3 0.02 0.02 0.01 0.010 0.2 5.96 39.6 0.48 0.48 0.24 0.020 0.4 5.97 63.3 0.77 0.76 0.38 0.040 0.8 5.99 93.0 1.13 1.12 0.56 0.080 1.5 6.03 118.3 1.43 1.41 0.71 0.120 2.3 6.08 129.2 1.57 1.53 0.76 0.160 3.0 6.13 135.9 1.65 1.60 0.80 0.200 3.8 6.18 140.1 1.70 1.63 0.82 0.240 4.5 6.22 142.2 1.72 1.64 0.82 0.280 5.2 6.27 143.2 1.74 1.64 0.82 0.320 6.0 6.32 144.1 1.75 1.64 0.82 0.360 6.7 6.37 145.5 1.76 1.64 0.82 0.400 7.5 6.43 144.7 1.75 1.62 0.81 0.440 8.2 6.48 143.7 1.74 1.60 0.80 0.480 9.0 6.53 142.0 1.72 1.56 0.78 0.520 9.7 6.59 141.1 1.71 1.54 0.77 0.560 10.5 6.64 140.8 1.71 1.52 0.76 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-113 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 1.8 1.6 r� i - 0 l 1.4 IV i 1.2 LL �' N H 1.0 G1 / 41 / V1 / -° 0.8 a u v 0.6 I 0.4 I I 0.2 0.0 A 0.0 2.0 4.0 6.0 8.0 10.0 Strain (%) Remarks: 2of2 242012 7/3/2024 12.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-113 (ST-6) 13.0-15.0' Material Description: Tan and gray fat clay Moisture Content (%): 18.8 Average Height (in): 5.472 Before Shear: After Shear: X Average Diameter (in): 2.726 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.007 Initial Dry Density (pcf): 109.9 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.533 Chamber Pressure (initial) (tsf): 0.87 *Saturation (%): 95.1% Chamber Pressure (final) (tsf): 0.87 Maximum Compressive Stength (TSF): 3.32 "Strain at Failure (%): 15.0 Horizontal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.84 1.2 0.01 0.01 0.01 0.015 0.3 5.85 85.0 1.05 1.05 0.52 0.030 0.5 5.87 112.9 1.39 1.38 0.69 0.065 1.2 5.91 142.3 1.76 1.73 0.87 0.105 1.9 5.95 164.1 2.02 1.99 0.99 0.145 2.7 6.00 182.0 2.25 2.19 1.09 0.235 4.3 6.10 216.0 2.66 2.55 1.27 0.580 10.6 6.53 286.7 3.54 3.16 1.58 0.620 11.3 6.58 292.9 3.61 3.20 1.60 0.660 12.1 6.64 298.0 3.68 3.23 1.62 0.700 12.8 6.69 302.5 3.73 3.25 1.63 0.740 13.5 6.75 307.1 3.79 3.27 1.64 0.780 14.3 6.81 311.4 3.84 3.29 1.65 0.820 15.0 6.87 316.5 3.90 3.32 1.66 0.860 15.7 6.92 320.2 3.95 3.33 1.66 0.900 16.4 6.99 323.5 3.99 3.33 1.67 0.940 17.2 7.05 326.5 4.03 3.33 1.67 0.980 17.9 7.11 329.0 4.06 3.33 1.66 1.020 18.6 7.17 333.0 4.11 3.34 1.67 1.060 19.4 7.24 335.6 4.14 3.34 1.67 1.100 20.1 7.30 336.9 4.16 3.32 1.66 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-113 (ST-6) 13.0-15.0' Material Description: Tan and gray fat clay Stress -Strain 4.0 3.5 3.0 , I N 2.5 � I V) � I I 41 2.0 I I 01 1.5 I I I I O Y I I 1 I I 1.0 I I I I I I 1 I I 0.5 1 I I 1 I 1 I I 1 I I 0.0 S I I 0.0 5.0 10.0 15.0 20.0 25.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.106 ❑° ❑❑Cg❑❑❑❑ ❑ 1=1 DHE®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑® S[it ❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 143.9 SCd❑® R❑LD❑ 0.50 ® mA[E]❑rm❑ Dry y (pcf): 129.0 L❑❑g[111LDL[1❑ ❑❑ r R❑MM❑ 1.996 �]❑s❑❑m❑❑ N■gym•■■1111 ❑ ❑❑❑❑®❑d 111111 ❑r❑ss®❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ M❑E-A❑ Da-❑ gr❑❑ IET❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑LmlI- W ❑❑W ® ES ❑1 ❑❑❑ ❑❑ Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE11❑❑W❑IT11-❑ ❑ M❑rSE[Or❑❑ DLLI ❑ D❑1❑❑®❑ SIVIN rl II I I I 0.007 0.181 3.106 0.015 0.383 3.106 0.023 0.584 3.106 0.031 0.786 3.106 0.039 0.987 3.106 0.047 1.189 3.106 0.055 1.391 3.106 0.063 1.592 3.106 0.067 1.693 3.106 0.075 1.895 3.106 0.083 2.096 3.106 0.091 2.298 3.106 0.099 2.499 3.106 0.107 2.701 3.106 0.115 2.902 3.106 0.123 3.104 3.106 0.131 3.305 3.106 0.139 3.507 3.106 0.147 3.709 3.106 0.155 3.910 3.106 0.163 4.112 3.106 0.171 4.313 3.106 0.179 4.515 3.106 0.187 4.716 3.106 0.195 4.918 3.106 0.203 5.119 3.106 0.211 5.321 3.106 0.219 5.523 3.106 0.227 5.724 3.106 0.235 5.926 3.106 0.243 6.127 3.106 0.251 6.329 3.106 3.106 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ S [I ■111 ■ m ■■■1 ■■ S [I ■■ • ■■ ■ L❑❑d ❑❑❑L Ids ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 232.4 26.8 11.5 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 22.4 0.517 7.184 0.259 35.8 0.826 11.474 0.413 47.8 1.101 15.288 0.550 59.6 1.371 19.040 0.685 69.3 1.590 22.089 0.795 80.8 1.851 25.704 0.925 94.3 2.155 29.930 1.078 108.7 2.480 34.445 1.240 116.2 2.649 36.783 1.324 131.2 2.984 41.447 1.492 145.7 3.306 45.914 1.653 160.9 3.645 50.620 1.822 177.3 4.006 55.640 2.003 194.2 4.380 60.824 2.190 211.9 4.770 66.241 2.385 230.5 5.177 71.898 2.588 249.1 5.584 77.545 2.792 267.7 5.989 83.176 2.995 287.4 6.415 89.092 3.208 307.1 6.841 95.007 3.420 326.5 7.259 100.807 3.629 345.1 7.656 106.323 3.828 361.9 8.010 111.244 4.005 377.1 8.329 115.671 4.164 389.7 8.590 119.299 4.295 399.3 8.783 121.975 4.391 403.4 8.855 122.975 4.427 403.8 8.843 122.816 4.422 399.8 8.738 121.351 4.369 389.2 8.487 117.864 4.243 376.6 8.196 113.822 4.098 363.6 7.895 109.651 3.948 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑ LL]d ❑❑❑ -W ❑FI❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-113 S❑- ❑I❑ ❑❑a❑ RC-1 D❑❑❑- 21.6-22.1' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑TIrA❑ Dark gray limestone D❑mu 7/2/23 ■■111■■ ■111■■ ■111■■ ■111■■ ❑FM❑❑ CO ■111■■ ■111■■ I■I1111■I■■ ❑FITI❑❑ ❑IHI TEAM Consultants, Inc. r ■� ■� Ii ■ 111 ❑® ❑IT[] ❑® ❑ SIFIFE] ■um i■i■n i■i■n ■um ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.230 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ Maud Gr❑❑ 1®❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill W❑r0❑❑g❑ ❑'❑❑® SO❑® R❑®❑ ❑UI❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 157.1 SIDE R❑LI❑ 0.50 ® [M❑❑❑❑❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 149.8 L❑❑gLED1111❑ ❑LOr R❑MM❑ 1.955 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ SCd❑u N ri q ''I 1.1111d ❑❑❑L ids ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 162.7 8 4.9 GR❑❑❑LLAD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plloilons> m■■ 0.000 0.001 3.230 3.7 0.081 1.131 0.041 0.000 0.003 3.230 52.3 1.165 16.175 0.582 0.001 0.022 3.230 968.9 21.594 299.899 10.797 0.003 0.073 3.230 1248.9 27.819 386.350 13.909 0.005 0.123 3.230 1534.6 34.166 474.499 17.083 0.007 0.173 3.230 1814.0 40.367 560.618 20.184 0.009 0.224 3.230 2086.7 46.410 644.548 23.205 0.011 0.274 3.230 2286.6 50.831 705.939 25.415 0.013 0.325 3.230 2428.9 53.968 749.504 26.984 0.015 0.375 3.230 2577.0 57.230 794.807 28.615 0.017 0.426 3.230 2696.1 59.843 831.093 29.921 0.019 0.476 3.230 2844.8 63.113 876.516 31.557 0.021 0.527 3.230 2979.2 66.061 917.458 33.031 0.023 0.577 3.230 3087.7 68.432 950.386 34.216 0.025 0.628 3.230 3071.8 68.043 944.988 34.022 0.027 0.678 3.230 3106.3 68.774 955.135 34.387 0.029 0.729 3.230 3190.6 70.604 980.552 35.302 0.031 0.779 3.230 3188.4 70.519 979.373 35.260 0.033 0.829 3.230 3106.4 68.672 953.714 34.336 0.035 0.880 3.230 2986.7 65.992 916.492 32.996 0.037 0.930 3.230 2830.2 62.501 868.011 31.250 0.039 0.981 3.230 2703.2 59.666 828.646 29.833 3.230 3.230 3.230 3.230 3.230 3.230 3.230 3.230 3.230 3.230 3.230 SCE❑E11 =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ ❑W M ❑❑F11 ❑❑ ❑ ❑❑ Fill ®❑ S it❑❑g Ell] ETIS ❑1TF1 ❑❑F11171 ❑ S Ct❑1111 ❑ M ❑❑F11 ❑❑ S Cf❑❑g ITF] ❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-113 S❑❑ ❑1❑ ❑❑a❑ RC-1 ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 ❑C ❑ ❑F ❑ f ❑F ❑ ❑FTI❑❑ I ❑® TEAM Consultants, Inc. i■i■n I i■u■i r ■� ■� Ii ■ 111 Gray limestone milli DF--ram- 22.7-23.1' milli ■um ■■■■■■11111■• ■■ ■-■■ ■■ ■■ -■■■MMLviI•■�■■■■■ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑OD❑❑❑❑nD ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.256 ❑° ❑❑Cg❑❑❑❑ ❑®❑❑ D[d]®❑ ❑FM❑❑ W010❑❑g❑ ❑'❑❑® S[it ❑® R❑®❑ ❑[U]❑❑ ®❑❑❑s[M®❑®❑ Wet y (pcf): 162.6 SCd❑® R❑LD❑ 0.72 ❑❑ AFFn❑❑n❑ Dry y (pcf): 157.0 L❑❑g[111LDOD❑ ❑LLr R❑MM❑ 1.360 �]❑s❑❑m❑❑ N■gym•■■1111 ■ ■■■■lilil■. ■ ■■ ■ ■_ 1110 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ C M❑u-ui❑ Gr❑❑ I®❑sue❑❑ M ❑CS fir❑ ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LI[I❑®gs❑ ❑ ❑Lmr ❑❑❑ DAF1 ❑❑OD W ❑❑W ® CS ❑1 ❑❑❑ ❑❑ FTI Dr❑W®❑S❑1❑❑❑❑❑ Ell W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ W E11❑❑W❑❑I11-❑ D Ob ❑ D❑1❑❑®❑ SCd❑n rl II I I I 0.000 0.000 3.256 0.001 0.038 3.256 0.003 0.111 3.256 0.005 0.183 3.256 0.007 0.255 3.256 0.009 0.327 3.256 0.011 0.399 3.256 0.013 0.472 3.256 0.015 0.544 3.256 0.017 0.616 3.256 0.019 0.688 3.256 0.021 0.760 3.256 0.023 0.833 3.256 0.025 0.905 3.256 0.027 0.977 3.256 0.029 1.049 3.256 0.031 1.121 3.256 0.033 1.194 3.256 0.035 1.266 3.256 0.037 1.338 3.256 0.039 1.410 3.256 0.041 1.484 3.256 0.043 1.555 3.256 0.045 1.627 3.256 0.047 1.699 3.256 0.049 1.772 3.256 0.051 1.844 3.256 0.053 1.916 3.256 3.256 3.256 3.256 3.256 3.256 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCt❑ss =❑❑❑ LU ■■m ■■ ■ ■■ ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ s [I ■111 ■ m ■■■1 ■■ s [It ■■ • ■■ ■ L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 142.3 5 3.5 ■ 111 • ■■■■■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ • ■■mm W1-111L: ■■. ■ ■ ill ■■■> m■■ 5.7 0.125 1.737 0.063 575.9 12.732 176.825 6.366 903.0 19.949 277.056 9.975 1399.8 30.903 429.178 15.451 2059.1 45.423 630.831 22.711 2862.1 63.092 876.217 31.546 3745.5 82.507 1145.858 41.254 4701.7 103.495 1437.333 51.747 5662.3 124.548 1729.728 62.274 6692.6 147.106 2043.003 73.553 7801.1 171.344 2379.627 85.672 8961.5 196.690 2731.631 98.345 10069.7 220.851 3067.176 110.425 11120.8 243.727 3384.878 121.863 12081.7 264.592 3674.660 132.296 13108.0 286.861 3983.928 143.431 13374.5 292.479 4061.955 146.240 13337.0 291.445 4047.595 145.723 12797.2 279.445 3880.933 139.723 12312.0 268.653 3731.055 134.327 12119.4 264.258 3670.018 132.129 11786.3 256.803 3566.475 128.401 11434.2 248.950 3457.424 124.475 11049.8 240.406 3338.761 120.203 10709.6 232.834 3233.592 116.417 10724.5 232.982 3235.660 116.491 9608.3 208.584 2896.817 104.292 7875.0 170.830 2372.494 85.415 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ■■. ■11• ■■■ ■ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-113 S❑❑ ❑1❑ ❑❑a❑ RC-1 Dr-7- 24.3-24.7' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 M❑SEA❑ D❑LLI❑ 7/2/23 ■■m■■ ❑FM❑❑ 4 ❑® TEAM Consultants, Inc. r ■� ■� Ii ■ 111 i■i■n milli Gray limestone i■um ■um ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.250 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ ❑ Maud Gr❑❑ 1®❑sue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill W❑r0❑❑g❑ ❑❑❑ Sr1❑® R❑®❑ ❑FF❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 161.8 Sri❑® R❑LD❑ 0.69 ® mnLHI❑LI❑ Dr❑W®❑S❑l❑❑❑❑❑ Ell Dry y (pcf): 156.1 L❑❑gLED1111❑ ❑LOr R❑MM❑ 1.425 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑ ❑❑s® D❑m❑❑®❑ STUN ri q i ''I L❑❑d ❑❑❑❑ds ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 128.33 4.67 3.6 GR❑❑❑LLAD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: 1000�1 p ■■■> m■■ 0.001 0.036 3.250 324.4 7.184 99.774 3.592 0.003 0.105 3.250 667.3 14.768 205.093 7.384 0.005 0.174 3.250 1291.7 28.565 396.713 14.283 0.007 0.243 3.250 2826.0 62.451 867.324 31.226 0.009 0.312 3.250 4678.0 103.307 1434.721 51.653 0.011 0.381 3.250 6681.1 147.440 2047.653 73.720 0.013 0.450 3.250 9010.9 198.718 2759.794 99.359 0.015 0.519 3.250 11283.0 248.652 3453.274 124.326 0.017 0.588 3.250 13349.4 293.985 4082.863 146.992 0.019 0.657 3.250 15372.4 338.303 4698.355 169.152 0.021 0.726 3.250 13331.0 293.174 4071.601 146.587 0.023 0.795 3.250 12614.5 277.223 3850.072 138.611 0.025 0.864 3.250 12172.7 267.327 3712.639 133.664 0.027 0.933 3.250 11423.0 250.688 3481.556 125.344 0.029 1.003 3.250 10985.3 240.913 3345.801 120.457 0.031 1.081 3.250 10462.1 229.258 3183.933 114.629 0.033 1.155 3.250 10462.1 229.087 3181.561 114.544 0.037 1.273 3.250 9997.0 218.640 3036.468 109.320 0.039 1.342 3.250 9468.1 206.929 2873.834 103.465 0.041 1.423 3.250 8954.0 195.533 2715.557 97.766 0.041 1.423 3.250 8522.0 186.099 2584.541 93.049 0.043 1.495 3.250 8109.9 176.969 2457.749 88.485 3.250 3.250 3.250 3.250 3.250 3.250 3.250 3.250 3.250 3.250 3.250 SCE❑E11 =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ ❑®❑❑❑❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑sue ❑LLL❑❑❑ ❑❑s❑❑d ❑❑❑ ❑W M ❑❑F11 ❑❑ ❑ ❑❑ Fill ®❑ S it❑❑g Ell] ETIS ❑1TF1 ❑❑❑®❑ ❑ S Ct❑1111 ❑ M ❑❑F11 ❑❑ S Cf❑❑g ITF] ❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-113 S❑❑ '-i1❑ ❑❑❑n RC-2 D❑❑❑- 27.4-27.8' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 ❑❑❑P❑❑ ❑❑❑IM❑❑ co milli TEAM Consultants, Inc. i■um /I milli r ■� ■� Ii ■ 111 i■um -"w i■um ■um ❑❑❑❑❑❑ld❑D ❑❑M❑R❑SSA❑S❑R❑❑G❑❑ [HI R❑III] LES❑M DLE❑❑❑❑ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑EU1111 W❑❑ r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r ❑[[[] ❑❑❑❑❑❑ D❑Eio❑ [][[[]Elul] ❑❑Co❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑LO❑❑❑❑ ❑rm❑❑ D®®❑ ❑LE]❑❑ _r 3.237 ❑❑rg❑❑❑❑ ❑rM❑❑ D[[[]®❑ ❑FM❑❑ „ W❑[g❑❑gr ❑❑LJ SCr❑® R❑®❑ ❑UI❑❑ ®❑❑❑srMlill❑illi❑ Wet y (pcf): 161.4 Srr❑LL] R❑LD❑ 0.59 ❑❑ FM❑Fl Dry y (pcf): 155.4 L❑❑gilliLDLI❑ ❑Eur R❑MM❑ 1.680 -I❑s❑❑m❑❑ ❑ ❑❑mmaig ❑rugs❑r❑ FT]s[Tll ❑ ❑❑❑❑®❑d 111111 11r❑9sFE1❑ 111111111 1111111111 S ❑❑ ❑I ❑ ❑ M❑irrA❑ Gr❑❑I1111 ❑sue❑❑ M ❑Cg[Er❑ ❑ ❑❑E[]❑❑FmS❑M D ❑❑❑❑❑ ❑❑fir❑ L[[]❑=gs❑ ❑ ❑EMr W ❑❑W ® IS ❑I ❑❑❑ ❑❑ Dr❑W=1❑S❑I❑❑❑❑❑ =1 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ WE1011❑W❑ITII'❑ ❑ M❑rSE[Or❑❑ DIJ ❑ D❑m❑❑®❑ Srd❑II rl I 0.001 0.029 3.237 0.003 0.088 3.237 0.005 0.147 3.237 0.007 0.205 3.237 0.009 0.264 3.237 0.011 0.323 3.237 0.013 0.381 3.237 0.015 0.440 3.237 0.017 0.498 3.237 0.019 0.557 3.237 0.021 0.616 3.237 0.023 0.674 3.237 0.025 0.733 3.237 0.027 0.792 3.237 0.029 0.850 3.237 0.031 0.909 3.237 0.033 0.968 3.237 0.035 1.026 3.237 0.037 1.085 3.237 0.039 1.144 3.237 0.041 1.202 3.237 0.043 1.261 3.237 0.045 1.320 3.237 0.047 1.378 3.237 0.050 1.463 3.237 0.052 1.520 3.237 0.054 1.588 3.237 0.057 1.670 3.237 0.060 1.752 3.237 0.060 1.752 3.237 0.062 1.820 3.237 0.064 1.891 3.237 0.066 1.946 3.237 SCE❑= =❑❑❑sTM❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ SCUIss ❑ D❑fir❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCit❑ss =❑❑❑sue ■■■1 ■■ ■ ■■ ■ ■s111■ sivilig 111 III ■III 11 S Ifi ■111 11 m ■■111 ■■ S Ifi ■■• III ■ L❑❑d ❑❑❑r Ids 109.4 229.0 412.7 579.2 792.6 1151.3 1713.8 2390.1 3175.3 4024.8 4946.6 5987.8 7097.0 8263.7 9378.1 10548.0 11423.3 12261.0 12822.7 13970.3 14936.7 15672.3 16133.4 16384.8 15796.8 15238.5 14563.0 13704.8 12800.7 12800.7 12000.5 11099.7 10336.8 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑❑❑T11❑ ❑FI❑❑ 109.9 4.2 3.8 ' ■ 111 � ■■111■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R[Ell LEE ❑ Li Li ❑❑IL❑R❑ ffillimidn"", wl,IIIL: 2.434 5.091 9.167 12.859 17.587 25.530 37.983 52.938 70.290 89.042 109.372 132.314 156.732 182.391 206.864 232.531 251.678 269.975 282.175 307.248 328.307 344.271 354.189 359.495 346.295 333.865 318.842 299.803 279.793 279.793 262.120 242.271 225.492 ■■T1 1-1, -9 Fol■■ 33.807 70.707 127.311 178.580 244.248 354.557 527.503 735.209 976.183 1236.615 1518.959 1837.578 2176.689 2533.042 2872.933 3229.396 3495.311 3749.417 3918.853 4267.056 4559.526 4781.238 4918.972 4992.669 4809.344 4636.721 4428.083 4163.659 3885.763 3885.763 3640.321 3364.655 3131.627 ■ ■ 11111 ■. monolill-0 1110011-111 1.217 2.546 4.583 6.429 8.793 12.765 18.991 26.469 35.145 44.521 54.686 66.157 78.366 91.195 103.432 116.266 125.839 134.988 141.088 153.624 164.153 172.136 177.094 179.748 173.147 166.933 159.421 149.901 139.896 139.896 131.060 121.135 112.746 ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-114 S❑❑ '-i1❑ ❑❑❑n RC-1 ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 r ■� ■� Ii ■ 111 TEAM Consultants, Inc. milli DF--ram- 21.9-22.2' ti 1■11111 ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ Dam ❑1FITT11❑ ❑❑C0❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑rg❑❑❑❑ ❑rM❑❑ D®®❑ ❑LE]❑❑ r 3.248 ®° ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 111111111 ❑ TI❑❑ S ❑❑ ❑I ❑ C Maud Gr❑❑ 1®[Isue❑❑ M ❑CS Mill ❑ ❑❑LI❑❑®S❑M D ❑❑❑❑❑ ❑❑fir❑ LILI❑®gs❑ ❑ ❑ Mill W❑r0❑❑g❑ --]❑® SO❑® R❑®❑ ❑UI❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri FS Ell ❑❑❑❑❑ Wet y (pcf): 160.9 SIDE R❑LI❑ 0.57 ® mA❑❑r❑❑ Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 154.0 L❑❑glll]LDLI]❑ ❑LLr R❑MM❑ 1.723 W®❑❑❑❑❑❑ W ®❑❑Dr❑ S ❑[t❑ LI❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ ❑r❑ss❑r❑❑❑s® D❑m❑❑®❑ SCd❑I, ri q i ''I L❑❑d ❑❑❑❑ds 0.000 0.003 3.248 0.001 0.030 3.248 0.003 0.087 3.248 0.005 0.144 3.248 0.007 0.201 3.248 0.009 0.258 3.248 0.011 0.315 3.248 0.013 0.372 3.248 0.015 0.430 3.248 0.017 0.487 3.248 0.019 0.544 3.248 0.021 0.601 3.248 0.023 0.658 3.248 0.025 0.715 3.248 0.027 0.773 3.248 0.029 0.829 3.248 0.031 0.886 3.248 0.033 0.943 3.248 0.035 1.009 3.248 0.037 1.062 3.248 0.039 1.118 3.248 3.248 3.248 3.248 3.248 3.248 3.248 3.248 3.248 3.248 3.248 3.248 3.248 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SLill =❑❑❑5L111 ■■E ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑T11 122 5.4 4.4 GR❑❑❑®❑LD❑S❑R®❑®❑ Li Li ❑❑LL❑R❑ SIMON"" WO -MIL: plloilons> m■■ 2.2 0.048 0.667 0.024 63.8 1.414 19.635 0.707 162.2 3.591 49.877 1.796 393.4 8.709 120.951 4.355 791.2 17.504 243.098 8.752 1277.1 28.236 392.138 14.118 2185.8 48.300 670.794 24.150 3377.3 74.586 1035.848 37.293 4629.6 102.184 1419.130 51.092 6007.5 132.522 1840.470 66.261 7588.0 167.290 2323.318 83.645 9294.4 204.794 2844.178 102.397 11296.7 248.769 3454.909 124.385 9730.3 214.151 2974.124 107.075 8818.5 193.971 2693.871 96.986 8255.2 181.478 2520.362 90.739 7900.3 173.576 2410.617 86.788 7925.1 174.019 2416.775 87.009 7327.5 160.791 2233.060 80.395 6787.4 148.860 2067.371 74.430 6235.1 136.670 1898.079 68.335 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-114 S❑❑ '-i1❑ ❑❑❑n RC-1 DF-nr- 22.8-23.2' ❑❑❑M ❑r❑iFii❑❑❑❑❑ 242012 D❑L111❑ 7/2/23 ❑❑❑rM❑❑ U) ■■m■■ i■i■n TEAM Consultants, Inc. i■u■i r ■� ■� Ii ■ 111 i■mi Gray limestone Y ❑® ❑FM ■um ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑1111111 W❑❑ 1r ❑r❑❑EII ❑❑❑❑❑❑mom 111111111 ❑TI❑❑ S❑❑ ❑I❑ ❑ R❑FTI D❑❑o❑ ❑❑®E111❑IT11❑ ❑❑❑M ❑r❑1111❑❑❑❑[[[] ❑❑❑❑❑❑ D❑ii❑ ❑1FITT11❑ miiaral❑ GrEll] I FIE [Is ue❑❑ ❑❑[0❑❑❑❑ ❑rM❑❑ " D®®❑ ❑FM❑❑ M❑CSL111r❑ ❑❑❑LI❑❑®S❑M D ❑❑❑❑❑ GR❑❑❑LLA D❑S❑R®❑®❑ Li Li ❑❑rO❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑LLE❑❑ r 3.265 ®° ❑❑fir❑ LILI❑®gs❑ ❑ ❑LM11- ❑❑Cg❑❑❑❑ ❑®❑❑ D[[[]®❑ ❑FM❑❑ 1 1 W010❑❑g❑ ❑'❑❑® SO❑® R❑®❑ ❑UI❑❑ ®❑❑❑smll®❑®❑ W❑❑WFri rS Ell ❑❑❑❑❑ Wet y (pcf): 162.3 SCd❑® R❑Li❑ 0.58 ® mA❑❑rMFI Dr❑W®❑S❑I❑❑❑❑❑ Ell Dry y (pcf): 156.7 L❑❑gLED1111❑ ❑LOr R❑MM❑ 1.698 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ L❑s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ WE11❑❑W❑IT111i❑ ❑ M❑CSE[Or❑❑ ❑r❑ss❑r❑ 1Ms® D❑m❑❑®❑ SCd❑u N ri q ''I 1l ❑❑❑L ids 0.001 0.031 3.265 0.003 0.089 3.265 0.005 0.147 3.265 0.007 0.204 3.265 0.009 0.262 3.265 0.011 0.320 3.265 0.013 0.378 3.265 0.015 0.435 3.265 0.017 0.493 3.265 0.019 0.551 3.265 0.021 0.609 3.265 0.023 0.666 3.265 0.025 0.724 3.265 0.027 0.782 3.265 0.029 0.840 3.265 0.031 0.898 3.265 0.033 0.955 3.265 0.035 1.013 3.265 0.037 1.072 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 3.265 SCE❑LLL =❑❑❑s=❑❑❑❑ ❑❑❑ M❑❑® ❑❑ SILISS ❑ D❑LLr❑ ❑M❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SILIss =❑❑❑5L111 ■■m ■■ 17111171 ■ ■_ m■ SIVIlIg ■■ ■■ ■■■ ■ ST1711111 ■ MEIETFII ■■ SlItErigirl ■ ❑❑❑ ❑❑❑T11 ❑❑❑T11 ❑❑❑L 127.8 4.6 3.6 S❑❑mr❑d •■■mmr SIL]ss m ■■ SLILILrilig SLrL1L1gL1L1 m, ■■ m m m■■■> m■■ 319.5 7.043 97.806 3.521 526.1 11.591 160.981 5.796 805.9 17.745 246.440 8.872 1253.4 27.583 383.078 13.792 1944.5 42.768 593.956 21.384 2852.5 62.700 870.777 31.350 3920.5 86.126 1196.115 43.063 5214.1 114.478 1589.877 57.239 6743.8 147.978 2055.114 73.989 8394.1 184.082 2556.529 92.041 10072.8 220.767 3066.013 110.384 11841.1 259.373 3602.177 129.687 13755.0 301.121 4181.963 150.560 15286.6 334.455 4644.906 167.227 17087.3 373.635 5189.039 186.817 18600.9 406.495 5645.404 203.248 18087.1 395.036 5486.261 197.518 17640.9 385.066 5347.791 192.533 16180.8 352.985 4902.254 176.492 ❑®❑❑❑❑ ❑LLL❑❑❑ ❑❑❑®❑ ❑TI❑❑ ❑RE❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑iiii ❑❑R❑❑ ❑r❑LO❑❑❑ Eagle Mountain Water Treatment Facility ❑❑I❑ ❑❑LLD B-114 S❑❑ ❑I❑ ❑❑ai RC-1 D❑❑r❑F 24.0-24.5' ❑❑❑M ❑r❑u❑❑❑❑❑❑ 242012 M❑TIrA❑ Gray limestone D❑LLI❑ 7/2/23 ❑❑❑OT1❑❑ ❑❑❑OT1❑❑ ❑❑n❑❑ ❑u ❑n ❑111 TEAM Consultants, Inc. ❑1111 ❑ SIV11111 ■E■ ■m ❑❑❑❑❑❑ld❑D ❑❑M❑R❑SSA❑S❑R❑❑G❑❑ [HI R❑III] LES❑M DLE❑❑❑❑ ❑r❑[111❑1111 ❑❑gl❑ M❑❑❑EU1111 W❑❑ r ❑r❑❑EII ❑❑❑❑❑❑mom ❑❑❑M ❑r ❑[[[] ❑❑❑❑❑❑ D❑Eio❑ [][[[]Elul] ❑❑Co❑❑❑❑ ❑Fp❑❑ " D®®❑ ❑FM❑❑ ❑❑LO❑❑❑❑ ❑rm❑❑ D®[L[I❑ ❑LE]❑❑ _r 3.240 ❑❑[g❑❑❑❑ ❑rM❑❑ D[[[]®❑ ❑FM❑❑ „ W❑[g❑❑gr ❑11717 SCt❑® R❑®❑ ❑UI❑❑ ®❑❑❑s[Mlill❑illi❑ Wet y (pcf): 162.0 SIFf❑LILI R❑LI❑ 0.51 ❑❑ rnn❑rl Dry y (pcf): 157.0 L❑❑gilliLDLI❑ ❑[Eir R❑MM❑ 1.946 -I❑s❑❑m❑❑ ❑ ❑❑mmaig ❑rugs❑r❑ FT]s[Tll ❑ ❑❑❑❑®❑d 111111 11r❑9sFE1❑ 111111111 1111111111 S ❑❑ ❑I ❑ ❑ M❑irrA❑ Gr❑❑I1111 ❑sue❑❑ M ❑Cg[Er❑ ❑ ❑❑E[]❑❑FmS❑M D ❑❑❑❑❑ ❑❑fir❑ L[[]❑=gs❑ ❑ ❑EMr W ❑❑W ® IS ❑I ❑❑❑ ❑❑ Dr❑W=1❑S❑I❑❑❑❑❑ =1 W®❑❑❑❑❑❑ W®❑❑Dr❑S❑m❑ W E10❑❑W❑❑III'❑ ❑ M❑CSE[Or❑❑ Dim ❑ D❑m❑❑®❑ Srfu I rl I 0.000 0.002 3.240 0.001 0.020 3.240 0.002 0.046 3.240 0.003 0.071 3.240 0.004 0.096 3.240 0.005 0.122 3.240 0.006 0.147 3.240 0.007 0.172 3.240 0.008 0.198 3.240 0.009 0.223 3.240 0.010 0.248 3.240 0.011 0.274 3.240 0.012 0.299 3.240 0.013 0.324 3.240 0.014 0.349 3.240 0.015 0.375 3.240 0.016 0.400 3.240 0.017 0.425 3.240 0.018 0.451 3.240 0.019 0.476 3.240 0.020 0.501 3.240 0.021 0.526 3.240 0.022 0.552 3.240 0.023 0.577 3.240 0.024 0.602 3.240 0.025 0.628 3.240 0.026 0.653 3.240 0.027 0.679 3.240 0.028 0.706 3.240 0.029 0.730 3.240 0.030 0.754 3.240 0.031 0.779 3.240 3.240 SCE❑= =❑❑❑sTM❑❑❑❑ ❑❑❑ M❑❑LLL ❑❑ SCUIss ❑ D❑fir❑ ❑=❑ ❑ ❑❑❑ M❑❑LLL ❑❑ SCit❑ss =❑❑❑sue ■■■1 ■■ ■ ■■ ■ ■s111■ sivilig 111 III ■III 11 S Ifi ■111 11 m ■■111 ■■ S Ifi ■■• III ■ L❑❑d ❑❑❑L Ids ❑❑❑ET ❑❑1T 220.7 7 3.2 ' ■ 111 � ■■111■ ■■111111■111■ GR❑❑❑®❑LD❑S❑R[Ell LEE ❑ Li Li ❑❑IL❑R❑ ffillimidn"", wl,IIIL: ■ ■ 11111 ■. monolill-0 1110011-111 16.8 0.373 5.182 0.187 59.8 1.330 18.466 0.665 113.5 2.521 35.010 1.260 174.5 3.876 53.829 1.938 252.5 5.606 77.858 2.803 387.0 8.591 119.311 4.295 553.8 12.290 170.685 6.145 722.8 16.038 222.732 8.019 949.3 21.057 292.441 10.529 1272.8 28.226 391.998 14.113 1618.0 35.871 498.174 17.935 1941.9 43.042 597.769 21.521 2429.6 53.837 747.690 26.919 3007.4 66.624 925.278 33.312 3666.0 81.193 1127.605 40.596 4383.7 97.064 1348.020 48.532 5182.3 114.718 1593.200 57.359 5985.3 132.459 1839.595 66.230 6830.3 151.122 2098.784 75.561 7517.6 166.286 2309.386 83.143 8304.5 183.646 2550.477 91.823 8956.0 198.004 2749.881 99.002 9177.9 202.856 2817.271 101.428 9709.3 214.549 2979.650 107.274 10115.9 223.476 3103.633 111.738 10376.7 229.179 3182.836 114.589 10109.3 223.217 3100.040 111.609 9205.5 203.207 2822.145 101.604 7687.8 169.659 2356.225 84.830 6703.7 147.906 2054.121 73.953 5908.1 130.320 1809.884 65.160 5872.7 129.506 1798.585 64.753 ❑[[[]❑❑❑❑ ❑LLL❑❑❑ ❑ ❑s ❑❑d ❑ ❑❑ -W ❑❑❑T11❑ ❑FI❑❑ ❑Rn❑iiiiL ❑❑M❑R❑SSA ❑ ❑❑S❑ S❑R❑SS❑S❑R❑E[O ❑❑R❑❑ ❑r❑Lz❑aii Eagle Mountain Water Treatment Facility ❑❑1❑ ❑❑® B-114 S❑❑ '-i1❑ ❑❑❑n RC-1 DF-nr- 24.0-24.5' ❑❑❑M ❑r❑T11❑❑❑❑❑ 242012 M❑EDrA❑ Gray limestone D❑mu 7/2/23 NETNEWS ❑❑❑rM❑❑ rn co ---- f TEAM Consultants, Inc. ❑-1 r ■� ■� Ii ■ 111 1■11111 milli milli milli TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-114 (ST-2) 2.0-4.0' Material Description: Dark brown fat clay Moisture Content (%): 34.6 Average Height (in): 5.497 Before Shear: After Shear: X Average Diameter (in): 2.761 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.991 Initial Dry Density (pcf): 86.9 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.940 Chamber Pressure (initial) (tsf): 0.19 *Saturation (%): 99.3% Chamber Pressure (final) (tsf): 0.19 Maximum Compressive Stength (TSF): 0.98 "Strain at Failure (%): 13.4 No Break Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.99 0.0 0.00 0.00 0.00 0.010 0.2 6.00 23.0 0.28 0.28 0.14 0.025 0.5 6.01 44.4 0.53 0.53 0.27 0.045 0.8 6.04 59.3 0.71 0.71 0.35 0.065 1.2 6.06 65.7 0.79 0.78 0.39 0.090 1.6 6.09 70.1 0.84 0.83 0.41 0.160 2.9 6.17 77.2 0.93 0.90 0.45 0.315 5.7 6.35 85.1 1.02 0.96 0.48 0.335 6.1 6.37 85.9 1.03 0.97 0.48 0.375 6.8 6.42 86.9 1.05 0.97 0.49 0.415 7.5 6.47 87.7 1.05 0.97 0.49 0.455 8.3 6.53 88.5 1.07 0.98 0.49 0.495 9.0 6.58 89.4 1.08 0.98 0.49 0.535 9.7 6.63 90.3 1.09 0.98 0.49 0.575 10.5 6.68 90.9 1.09 0.98 0.49 0.615 11.2 6.74 91.3 1.10 0.97 0.49 0.655 11.9 6.80 92.0 1.11 0.97 0.49 0.695 12.6 6.85 93.0 1.12 0.98 0.49 0.735 13.4 6.91 94.4 1.14 0.98 0.49 0.775 14.1 6.97 94.4 1.14 0.97 0.49 0.815 14.8 7.03 94.0 1.13 0.96 0.48 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-114 (ST-2) 2.0-4.0' Material Description: Dark brown fat clay Stress -Strain 1.2 1.0 0.8 ^' V +� 0.6 41 v r u 0.4 1 0.2 1 1 1 I 0.0 C2 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-115 (ST-1) 0.0-2.0' Material Description: Dark brown fat clay Moisture Content (%): 17.5 Average Height (in): 5.794 Before Shear: After Shear: X Average Diameter (in): 2.864 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.023 Initial Dry Density (pcf): 110.4 Avg Rate of Strain (%/min): 0.52 *Void Ratio (e ): 0.526 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 89.9% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 1.16 "Strain at Failure (%): 12.96 Internal Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.010 0.2 6.45 14.2 0.16 0.16 0.08 0.020 0.3 6.47 21.3 0.24 0.24 0.12 0.030 0.5 6.48 26.9 0.30 0.30 0.15 0.040 0.7 6.49 31.3 0.35 0.35 0.17 0.060 1.0 6.51 39.0 0.44 0.43 0.22 0.080 1.4 6.53 45.8 0.51 0.50 0.25 0.100 1.7 6.56 52.0 0.58 0.57 0.29 0.150 2.6 6.62 65.3 0.73 0.71 0.36 0.200 3.5 6.67 75.7 0.85 0.82 0.41 0.251 4.3 6.73 84.0 0.94 0.90 0.45 0.300 5.2 6.80 90.8 1.01 0.96 0.48 0.401 6.9 6.92 100.6 1.12 1.04 0.52 0.450 7.8 6.99 104.4 1.17 1.07 0.54 0.501 8.6 7.05 107.8 1.20 1.10 0.55 0.551 9.5 7.12 110.7 1.24 1.12 0.56 0.601 10.4 7.19 113.2 1.26 1.13 0.57 0.651 11.2 7.26 115.2 1.29 1.14 0.57 0.701 12.1 7.33 117.3 1.31 1.15 0.58 0.751 13.0 7.40 119.0 1.33 1.16 0.58 0.801 13.8 7.48 120.0 1.34 1.15 0.58 0.851 14.7 7.55 120.4 1.35 1.15 0.57 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-115 (ST-1) 0.0-2.0' Material Description: Dark brown fat clay Stress -Strain 1.4 1.2 1.0 LL Ln / 1 H 0.8 LM G1 1 +; 0.6 K u �,_ Ol O U 0.4 0.2 0.0 0.0 2.0 4.0 6.0 8.0 Strain (%) Remarks: 2of2 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 10.0 12.0 14.0 242012 7/3/2024 16.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D2850) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-116 (ST-2) 2.0-4.0' Material Description: Tan and dark brown clay Moisture Content (%): 24.3 Average Height (in): 5.244 Before Shear: After Shear: X Average Diameter (in): 2.678 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.958 Initial Dry Density (pcf): 99.8 Avg Rate of Strain (%/min): 0.57 *Void Ratio (e ): 0.689 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 95.2% Chamber Pressure (final) (tsf): 0.00 I Maximum Compressive Stength (TSF): 1.34 "Strain at Failure (%): 5.2 Vertical Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.63 0.8 0.01 0.01 0.00 0.010 0.2 5.64 20.7 0.26 0.26 0.13 0.040 0.8 5.67 68.4 0.87 0.87 0.43 0.080 1.5 5.72 91.8 1.17 1.16 0.58 0.190 3.6 5.84 108.1 1.38 1.33 0.67 0.230 4.4 5.89 109.8 1.40 1.34 0.67 0.270 5.2 5.94 110.9 1.42 1.34 0.67 0.310 5.9 5.99 111.6 1.43 1.34 0.67 0.350 6.7 6.03 111.4 1.42 1.33 0.66 0.390 7.4 6.08 110.1 1.41 1.30 0.65 0.430 8.2 6.13 107.9 1.38 1.26 0.63 0.470 9.0 6.19 106.8 1.37 1.24 0.62 0.510 9.7 6.24 105.5 1.35 1.22 0.61 0.550 10.5 6.29 103.2 1.32 1.18 0.59 0.590 11.3 6.35 100.9 1.29 1.14 0.57 0.630 12.0 6.40 98.7 1.26 1.11 0.55 0.670 12.8 6.46 97.4 1.24 1.08 0.54 0.710 13.5 6.51 96.3 1.23 1.06 0.53 0.750 14.3 6.57 94.6 1.21 1.03 0.52 0.790 15.1 6.63 92.3 1.18 1.00 0.50 0.830 15.8 6.69 90.3 1.15 0.97 0.48 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-116 (ST-2) 2.0-4.0' Material Description: Tan and dark brown clay Stress -Strain 1.6 1.4 1.2 J 1.0 I 0.8 ; v � I I 0.6 1 I O I I V � I 1 I 0.4 ► I 1 1 I 1 I I 0.2 I 1 i � I 0.0 Q 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Strain (%) Remarks: 2of2 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-118 (ST-3) 4.0-6.0' Material Description: Tan lean clay Moisture Content (%): 12.4 Average Height (in): 4.321 Before Shear: After Shear: X Average Diameter (in): 2.729 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.584 Initial Dry Density (pcf): 113.3 Avg Rate of Strain (%/min): 0.69 *Void Ratio (e ): 0.488 Chamber Pressure (initial) (tsf): 0.31 *Saturation (%): 68.7% Chamber Pressure (final) (tsf): 0.31 Maximum Compressive Stength (TSF): 1.72 "Strain at Failure (%): 7.4 Horizontal/Vertical Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.85 2.6 0.03 0.03 0.02 0.025 0.6 5.88 46.2 0.57 0.57 0.28 0.060 1.4 5.93 78.7 0.97 0.96 0.48 0.085 2.0 5.97 93.9 1.16 1.13 0.57 0.200 4.6 6.13 134.8 1.66 1.58 0.79 0.240 5.6 6.19 142.5 1.75 1.66 0.83 0.280 6.5 6.25 148.2 1.82 1.71 0.85 0.320 7.4 6.32 150.8 1.86 1.72 0.86 0.340 7.9 6.35 150.9 1.86 1.71 0.86 0.380 8.8 6.41 151.4 1.86 1.70 0.85 0.420 9.7 6.48 151.2 1.86 1.68 0.84 0.460 10.6 6.54 149.7 1.84 1.65 0.82 0.500 11.6 6.61 147.6 1.82 1.61 0.80 0.540 12.5 6.68 143.2 1.76 1.54 0.77 0.580 13.4 6.75 136.7 1.68 1.46 0.73 0.620 14.3 6.83 131.3 1.62 1.38 0.69 0.660 15.3 6.90 126.5 1.56 1.32 0.66 0.700 16.2 6.98 122.9 1.51 1.27 0.63 0.740 17.1 7.06 119.5 1.47 1.22 0.61 0.780 18.1 7.14 117.7 1.45 1.18 0.59 0.820 19.0 7.22 117.3 1.44 1.17 0.58 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-118 (ST-3) 4.0-6.0' Material Description: Tan lean clay Stress -Strain Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 2.0 1.8 1.6 ,4 � -0 _ 6-0 � �T\ 1.4 . H 1.2 ri VI / G1 41 1.0 a 0.8 i L 1 O v 0.6 0.4 0.2 0.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) Remarks: 2of2 242012 7/3/2024 18.0 20.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-119 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Moisture Content (%): 25.7 Average Height (in): 5.468 Before Shear: After Shear: X Average Diameter (in): 2.743 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.994 Initial Dry Density (pcf): 101.2 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.666 Chamber Pressure (initial) (tsf): 0.31 *Saturation (%): 104.4% Chamber Pressure (final) (tsf): 0.31 Maximum Compressive Stength (TSF): 1.98 "Strain at Failure (%): 7.6 Horizontal/Vertical Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.91 1.7 0.02 0.02 0.01 0.035 0.6 5.95 86.2 1.05 1.04 0.52 0.075 1.4 5.99 123.5 1.50 1.48 0.74 0.115 2.1 6.03 139.0 1.69 1.66 0.83 0.155 2.8 6.08 149.3 1.82 1.77 0.88 0.195 3.6 6.13 157.0 1.91 1.84 0.92 0.235 4.3 6.17 162.7 1.98 1.90 0.95 0.275 5.0 6.22 167.0 2.03 1.93 0.97 0.315 5.8 6.27 170.4 2.08 1.96 0.98 0.335 6.1 6.29 171.8 2.09 1.96 0.98 0.375 6.9 6.34 174.2 2.12 1.98 0.99 0.415 7.6 6.39 176.2 2.15 1.98 0.99 0.455 8.3 6.44 177.2 2.16 1.98 0.99 0.495 9.1 6.50 177.8 2.17 1.97 0.98 0.535 9.8 6.55 178.3 2.17 1.96 0.98 0.575 10.5 6.60 178.5 2.18 1.95 0.97 0.615 11.2 6.66 178.6 2.18 1.93 0.96 0.655 12.0 6.71 178.6 2.18 1.91 0.96 0.695 12.7 6.77 178.4 2.17 1.90 0.95 0.735 13.4 6.83 178.2 2.17 1.88 0.94 0.775 14.2 6.88 176.7 2.15 1.85 0.92 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-119 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Stress -Strain W1 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 2.0 -0 1.5 1 / /- VI 41 G1 L 4 1.0 L 0 I 0.5 0.0 Remarks: 2of2 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Strain (%) UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-120 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Moisture Content (%): 33.1 Average Height (in): 5.470 Before Shear: After Shear: X Average Diameter (in): 2.678 Entire Specimen: Trimmings: X Height/Diameter Ratio: 2.043 Initial Dry Density (pcf): 87.3 Avg Rate of Strain (%/min): 0.55 *Void Ratio (e ): 0.930 Chamber Pressure (initial) (tsf): 0.00 *Saturation (%): 96.0% Chamber Pressure (final) (tsf): 0.00 Maximum Compressive Stength (TSF): 0.87 "Strain at Failure (%): 4.6 60* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.000 0.0 5.63 1.2 0.02 0.02 0.01 0.015 0.3 5.65 27.9 0.36 0.36 0.18 0.035 0.6 5.67 49.0 0.63 0.62 0.31 0.100 1.8 5.74 65.3 0.84 0.82 0.41 0.125 2.3 5.76 67.4 0.86 0.84 0.42 0.150 2.7 5.79 68.7 0.88 0.85 0.43 0.175 3.2 5.82 69.8 0.89 0.86 0.43 0.200 3.7 5.85 70.5 0.90 0.87 0.43 0.225 4.1 5.87 70.9 0.91 0.87 0.43 0.250 4.6 5.90 71.3 0.91 0.87 0.43 0.275 5.0 5.93 71.6 0.92 0.87 0.43 0.300 5.5 5.96 71.7 0.92 0.87 0.43 0.325 5.9 5.99 71.6 0.91 0.86 0.43 0.350 6.4 6.02 71.5 0.91 0.85 0.43 0.375 6.9 6.05 71.2 0.91 0.85 0.42 0.400 7.3 6.08 70.8 0.91 0.84 0.42 0.425 7.8 6.11 70.2 0.90 0.83 0.41 0.450 8.2 6.14 69.6 0.89 0.82 0.41 0.475 8.7 6.17 68.9 0.88 0.80 0.40 0.500 9.1 6.20 67.8 0.87 0.79 0.39 0.525 9.6 6.23 66.5 0.85 0.77 0.38 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-120 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay 1.0 0.9 0.8 i 0.7 i H 0.6 VI , VI � 0.5 -a ► 41 v ► 0.4 ' v ► L C ► v 0.3 ► 0.2 ► ► 0.1 i 0.0 0.0 2.0 4.0 Remarks: 2of2 Stress -Strain 6.0 Strain (%) Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 8.0 10.0 242012 7/3/2024 12.0 UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-121 (ST-2) 2.0-4.0' Material Description: Dark brown fat clay Moisture Content (%): 30.5 Average Height (in): 4.952 Before Shear: After Shear: X Average Diameter (in): 2.719 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.821 Initial Dry Density (pcf): 86.1 Avg Rate of Strain (%/min): 0.61 *Void Ratio (e ): 0.959 Chamber Pressure (initial) (tsf): 0.19 *Saturation (%): 85.8% Chamber Pressure (final) (tsf): 0.19 Maximum Compressive Stength (TSF): 1.22 "Strain at Failure (%): 6.0 35* Angle Strain Corrected Stress (TSF) Shear Strength Deflection (in) N Area (in2) Load (lbs) Uncorrected Corrected" (s„) (TSF) 0.005 0.1 5.81 2.7 0.03 0.03 0.02 0.035 0.7 5.85 54.2 0.67 0.67 0.33 0.055 1.1 5.87 67.3 0.83 0.82 0.41 0.075 1.5 5.90 73.2 0.91 0.89 0.45 0.095 1.9 5.92 77.6 0.96 0.94 0.47 0.115 2.3 5.94 82.7 1.03 1.00 0.50 0.135 2.7 5.97 87.6 1.09 1.06 0.53 0.155 3.1 5.99 91.9 1.14 1.10 0.55 0.175 3.5 6.02 95.5 1.18 1.14 0.57 0.195 3.9 6.04 98.4 1.22 1.17 0.59 0.215 4.3 6.07 100.7 1.25 1.19 0.60 0.235 4.8 6.10 102.1 1.27 1.21 0.60 0.255 5.2 6.12 103.4 1.28 1.22 0.61 0.275 5.6 6.15 104.1 1.29 1.22 0.61 0.295 6.0 6.17 105.1 1.30 1.22 0.61 0.315 6.4 6.20 105.4 1.31 1.22 0.61 0.335 6.8 6.23 105.2 1.30 1.21 0.61 0.355 7.2 6.26 105.3 1.31 1.21 0.61 0.375 7.6 6.28 104.7 1.30 1.20 0.60 0.395 8.0 6.31 103.9 1.29 1.18 0.59 0.415 8.4 6.34 102.6 1.27 1.16 0.58 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **A membrane correction has been applied per ASTM D2850. Thickness=0.012 in. Young's Modulus = 11.56 tsf **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson loft Unconsolidated-Undrained Triaxial Compression on Cohesive Soils (ASTM D285O) TEAM Consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-121 (ST-2) 2.0-4.0' Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 Stress -Strain 1.4 1.2 pr 1.0 ' LL H H 0.8 FU41 / v 0.6 FU / o / U / 0.4 0.2 / 0.0 0.0 1.0 2.0 3.0 4.0 Remarks: 2of2 5.0 6.0 7.0 8.0 9.0 Strain (%) UnconsolidatEd-UndrainEd Triaxial Compression on CohesivE Soils (ASTM D285O) TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Faciliy Date: 7/1/2023 Sample Identification: B-100 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay with calcareous nodules SwElI Dan Vertical Pressure (psf) Change in Height (%) 750 -0.60 500 0.43 250 0.63 0.8 0.6 0.4 0.2 'R -0.4 -0.6 -0.8 ' 100 Liquid Limit: Plasticity Index: Percent Passing No.200 Moisture Content (Initial) Moisture Content (Final) Unit Dry Weight (Initial) 1,000 Vertical Pressure (psf) R❑❑ 11 ❑s1 Soil specimen was tested at as -received moisture and unit weight conditions. 67 43 --- % 27.6 % 30.5 % 105.2 Ibs/ft3 10,000 ❑❑❑iD1E ❑❑SIZ❑d Swdl EiiS❑M DEio❑❑❑ Mi=i❑d ❑C TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Faciliy Date: 7/1/2023 Sample Identification: B-102 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay SwElI Dan Vertical Pressure (psf) Change in Height (%) 750 -0.33 500 0.75 250 0.91 0 1.0 0.8 0.6 0.0 -0.2 -0.4 100 Liquid Limit: Plasticity Index: Percent Passing No.200 Moisture Content (Initial) Moisture Content (Final) Unit Dry Weight (Initial) 1,000 Vertical Pressure (psf) R❑❑ 11 ❑s1 Soil specimen was tested at as -received moisture and unit weight conditions. 87 63 --- % 29.1 % 30.5 % 91.2 Ibs/ft3 10,000 ❑❑❑iD1E ❑❑SIZ❑d Swdl EiiS❑M DEio❑❑❑ Mi=i❑d ❑C TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Faciliy Date: 7/1/2023 Sample Identification: B-106 (ST-2) 2.0-4.0' Material Description: Dark brown lean clay Swill D❑no Vertical Pressure (psf) Change in Height (%) 500 0.95 250 1.77 125 3.53 4.0 I I I 3.5 3.0 2.5 'R 1.0 I I I 0.5 I I I 0.0 100 N ti Liquid Limit: Plasticity Index: Percent Passing No.200 Moisture Content (Initial) Moisture Content (Final) Unit Dry Weight (Initial) 1,000 Vertical Pressure (psf) R❑❑ 11 ❑s1 Soil specimen was tested at as -received moisture and unit weight conditions. 47 31 --- % 7.0 % 19.4 % 107.5 Ibs/ft3 10,000 ❑❑❑iD1E ❑❑SIZ❑d Swill EiiS❑M DEio❑❑❑ Mi=i❑d ❑C TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Faciliy Date: 7/1/2023 Sample Identification: B-108 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay SwElI Dan Vertical Pressure (psf) Change in Height (%) 750 0.19 500 0.61 250 0.75 0.8 0.7 0.6 0.5 0 0.2 0.1 0.0 ' 100 Liquid Limit: Plasticity Index: Percent Passing No.200 Moisture Content (Initial) Moisture Content (Final) Unit Dry Weight (Initial) 1,000 Vertical Pressure (psf) R❑❑ 11 ❑s1 Soil specimen was tested at as -received moisture and unit weight conditions. 79 50 --- % 30.3 % 29.0 % 91.4 Ibs/ft3 10,000 ❑❑❑iD1E ❑❑SIZ❑d Swdl EiiS❑M DEio❑❑❑ Mi=i❑d ❑C TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas / Arlington / McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Faciliy Date: 7/1/2023 Sample Identification: B-109 (ST-1) 0.0-2.0' Material Description: Tan and brown fat clay Swill D❑no Vertical Pressure (psf) Change in Height (%) 500 -3.03 250 0.29 125 1.25 1.5 I 1.0 I ' I I 0.5 I I I I 0.0 I I I I o -0.5 t I qo I Z I -1.0 MO I C I I I I -2.0 I I I I -2.5 I I I I -3.0 I I I I -3.5 100 Liquid Limit: Plasticity Index: Percent Passing No.200 Moisture Content (Initial) Moisture Content (Final) Unit Dry Weight (Initial) 1,000 Vertical Pressure (psf) R❑❑ 11 ❑s1 Soil specimen was tested at as -received moisture and unit weight conditions. 70 44 --- % 32.8 % 44.1 % 85.4 Ibs/ft3 10,000 ❑❑❑iD1E ❑❑SIZ❑d Swill EiiS❑M DEio❑❑❑ Mi=i❑d ❑C TEAMGeotechnical, environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project: Eagle Mountain Water Treatment Faciliy Date: 7/1/2023 Sample Identification: B-113 (ST-3) 4.0-6.0' Material Description: Dark brown fat clay SwElI Dan Vertical Pressure (psf) Change in Height (%) 750 -0.51 500 0.40 250 0.80 1.0 0.8 0.6 0.4 0 -0.2 -0.4 -0.6 ' 100 Liquid Limit: Plasticity Index: Percent Passing No.200 Moisture Content (Initial) Moisture Content (Final) Unit Dry Weight (Initial) 1,000 Vertical Pressure (psf) R❑❑ 11 ❑s1 Soil specimen was tested at as -received moisture and unit weight conditions. 55 34 --- % 28.8 % 30.8 % 94.1 Ibs/ft3 10,000 ❑❑❑iD1E ❑❑SIZ❑d Swdl EiiS❑M DEio❑❑❑ Mi=i❑d ❑C TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-101 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Specific Gravity: 2.700 Liquid Limit: 66 Plastic Limit: 19 Percent Passing No. 200: 54.0 0.640 0.620 0.600 0.580 t C� 0.560 T` 0.540 0.520 0.500 0.480 ❑ �. W 0.460 7 ❑ 0.440 0.420 0.400 0.380 1 0.360 , 0.340 0.320 0.300 0.1 1 10 100 ❑❑L11 ❑ LFULSTLISS LMS❑❑ ❑=1 ❑7A ❑r❑❑❑❑s❑ A11FU❑ ❑r❑ss[Ir❑ ®E:]❑❑❑S❑❑ ❑❑ M❑CS❑r❑ ❑❑❑❑❑❑®❑ ❑❑❑❑❑ ❑❑®❑❑ ❑❑❑ ❑r[Iss❑❑ ❑d❑❑ ❑ ❑ ❑❑❑❑ S❑®r❑®❑ ® ® ❑❑®❑ ❑❑®❑ Swill ®d❑❑ ®S❑ ❑❑❑❑ [][lid R❑® IL, ® ❑❑❑❑❑ ❑®❑❑❑ R❑❑❑❑ ❑r[Iss❑❑ ❑d❑❑❑R❑ ❑®❑❑ Dr❑D❑❑s®1td❑❑❑❑® ❑❑❑❑ ❑® RCI rl sl ❑E1r❑r❑ ❑d ❑m ❑❑Wm❑❑ s-- Rm-Flw❑d FT ❑❑Wm❑C s❑❑ One -Dimensional Consolidation (ASTM D2435, Method B) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-101 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Specific Gravity: 2.700 Liquid Limit: 66 Plastic Limit: 19 Percent Passing No. 200: 54 E »> -OOg -1 r- - --V -i D-1 R- dF 9 rr -1 -]nFg-n -IFFg-i-iF -iFC ds - CrCssCrO SS-E E=-=- = H - C H- L-_' -_ (A - -I:- IO S OOO ID >Cd REED 0 - =O - -S- _ 0.1 Zero Point 2000 2000 0 1836.5 0.5787 N/A 0.5 Initial Load 2006 2006 0 1836.5 0.5787 N/A 0.5 1320 2006 2006 0 1836.5 0.5787 N/A 1 1440 2027.6 2014 -13.6 1822.9 0.5744 0.53 2 1440 2113.9 2027 -86.9 1749.6 0.5513 1.63 4 1440 2279.1 2040 -239.1 1597.4 0.5034 0.62 8 1440 2448.6 2058 -390.6 1445.9 0.4556 0.39 16 1440 2644.4 2077 -567.4 1269.1 0.3999 0.27 4 1440 2550 2064 -486 1350.5 0.4256 N/A 2 1440 2430 2038 -392 1444.5 0.4552 N/A 4 1440 2458.5 2045 -413.5 1423.0 0.4484 2.05 8 1440 2530 2059 -471 1365.5 0.4303 1.22 16 1440 2650 2076 -574 1262.5 0.3978 0.76 32 1440 2895.3 2100 -795.3 1041.2 0.3281 0.25 4 1440 2775 2067 -708 1128.5 0.3556 N/A 1 1440 2675 2040 -635 1201.5 0.3786 N/A 0.25 1440 2580 2016 -564 1272.5 0.4010 N/A 0.70 0.60 I I I I 0.50 0.40 0 41 2 0.30 0.20 0.10 0.00 0.1 1 Coefficient of Consolidation (Cv) (10-4 cm2/sec) 10 One -Dimensional Consolidation (ASTM D2435, Method B) TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date IIII �\ M` w B ❑ ❑❑C III 7 ❑❑F III 1111 ❑Z ❑lm ❑❑ ❑❑❑ ❑❑C ❑T ❑ IT TF_ Coefficient of Consolidation (CV) (cm2/sec): Load (TSF): ❑ Thickness (in): d50 (inches): ❑T❑❑❑❑ Remarks: t50 (minutes): ❑❑® 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date w ❑ #` w ❑❑❑❑ ❑-L- ❑EII ❑ ❑❑ ❑❑C ❑❑C ❑-M❑IT-FF Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay --I❑❑ —z— ■■11 ❑■ Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑ ❑❑F ❑❑❑ ❑HI❑1111❑1C 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ Ll L-L Load (TSF): ❑ Thickness (in): ❑®❑❑ d50 (inches): ❑LF❑❑❑❑ Remarks: t50 (minutes): ❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date -I III ® ❑❑❑❑ \ 0 ❑❑❑❑ ❑-M❑LT -FF Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑❑❑ `*r N4 ❑ ❑❑❑❑11 �«y ❑❑❑❑ 14 ❑ W❑❑❑❑ ��► ❑❑❑❑ 11111111 ❑❑❑❑ ❑ I- ❑EII ❑ ❑❑ ❑❑❑ ❑❑C [ILE]❑[11 [III❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date o � ® ❑❑❑❑ as � ❑❑❑❑ p �\ Z_ ❑® ❑ ❑❑ ❑❑C ❑❑C ❑OE❑Ell❑]C Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): 117 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑ 1� 11 � ❑❑❑❑ ® ❑❑❑❑ 7 �r 0 1'` ,sue --I❑❑ -z- ❑EII ❑ ❑❑ ❑❑F ❑❑E ❑H]❑Ell IIIE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay ■■■■ ■■■■ ❑❑❑❑ ❑-L- ■■1 ❑■ Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date w1 T�r ❑❑ ❑❑F ❑❑❑ n-n n LT -FF 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): ❑®❑❑ d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-101 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑ ❑❑❑❑ 11 ❑❑❑❑ ❑❑❑❑ ❑ �k G ❑❑❑❑ ❑❑❑❑ ❑� 111:11 ❑ ❑❑ ❑❑❑ ❑❑C- LIED ❑[10❑1E Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-106 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Specific Gravity: 2.700 Liquid Limit: 66 Plastic Limit: 19 Percent Passing No. 200: 54.0 0.640 0.620 0.600 0.580 r . 0.560 0.540 0.520 0.500 ❑ 0.480 0.460 0.440 \ 0.420 !� ❑a, 0.380 0.360 1 0.340 0.320 �i t 0.300 0.280 0.260 0.240 0.220 0.1 1 10 100 ❑ ❑LL[I ❑ ®❑®❑ S [r LISS LES ❑ ❑ ❑=1 ❑®il DrEFFIlls A A11FU❑ ❑r❑ss[Ir❑ ®E:]❑❑❑S❑❑ ❑❑ M❑CtE[lr❑ ❑❑❑®❑❑® ® ❑❑❑❑❑ ❑❑®❑❑ ❑❑❑ ❑r[Iss❑❑ ❑d❑❑ iiiEii ❑❑❑❑ S❑®r❑®❑ ® ® ❑❑❑❑ ❑❑❑®❑ Swill ❑d❑❑ ®S❑ ❑❑❑❑ ❑❑A R❑® Co ® ❑❑❑❑❑ ❑®❑❑❑ R❑❑❑❑ ❑rE]ss❑❑ ❑d❑❑[I]RE11 ❑❑❑❑ Dr❑D❑❑s®1td❑E11❑❑® ❑❑❑❑ ❑® R❑❑ Firlisl ❑E1r®r❑ ❑d ❑m ❑❑Wm®❑s❑❑ RmT-w❑d ❑m ❑❑Wm❑❑s❑❑ One -Dimensional Consolidation (ASTM D2435, Method B) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-106 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Specific Gravity: 2.700 Liquid Limit: 66 Plastic Limit: 19 Percent Passing No. 200: 54 ❑ 000OOOg❑ O® O ®Orm mO DA R_A[Mg ❑Orr=Ll FM OOfgOO ❑agLjooOOOQds O, OrassOrO ®SE10 ❑® ® 070 Md' OID ®EF 07❑ (AOOZO' ®❑ ®-O®EF 07❑ OOSd RE Fn ®O ®EP OO' =s000 0.1 Zero Point 2000 2000 0 1836.5 0.5787 N/A 0.5 Initial Load 2005 2005 0 1836.5 0.5787 N/A 0.5 1320 2006 2008 2 1838.5 0.5793 N/A 1 1440 2043.2 2016 -27.2 1809.3 0.5701 0.66 2 1440 2141 2029 -112 1724.5 0.5434 0.24 4 1440 2351.5 2041 -310.5 1526.0 0.4809 0.31 8 1440 2605 2054 -551 1285.5 0.4051 0.16 16 1440 2900.8 2067 -833.8 1002.7 0.3160 0.14 4 1440 2765 2050 -715 1121.5 0.3534 N/A 2 1440 2605.5 2035 -570.5 1266.0 0.3989 N/A 4 1440 2650.9 2032 -618.9 1217.6 0.3837 0.26 8 1440 2786.2 2044 -742.2 1094.3 0.3448 0.12 16 1440 2980.5 2056 -924.5 912.0 0.2942 0.10 32 1440 3125 2076 -1049 787.5 0.2481 0.10 4 1440 2880 2053 -827 1009.5 0.3181 N/A 1 1440 2700 2033 -667 1169.5 0.3685 N/A 0.25 1440 2580 2016 -564 1272.5 0.4010 N/A 0.60 _ d n 0.50 0.40 v 0 0.3041 ,f tY 0 0.20 0.10 0.00 0.1 1 Coefficient of Consolidation (Cv) (10-4 cm2/sec) One -Dimensional Consolidation (ASTM D2435, Method B) TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date F] ❑❑❑❑` o❑❑❑❑ W Y 7 in ❑❑❑❑ JI -❑❑ -Z- ❑EII ❑ ❑❑ ❑❑F ❑❑E ❑H] 111111 IIIE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑® 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay ❑❑❑❑ ❑❑❑❑ ❑ ❑❑❑❑ El ❑❑❑❑ ❑❑❑❑ W ❑❑❑❑ 0 ❑❑❑❑ ❑ I- ■■11 ❑■ Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 1 lot, 94, ❑❑ ❑❑F ❑❑❑ ❑1E]❑1111 1111❑ 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): ❑®❑❑ d50 (inches): ❑LL[]❑❑❑❑ Remarks: t50 (minutes): ❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ® ❑❑❑❑ w,' 7 --I❑❑ Z_ ❑® ❑ ❑❑ ❑❑❑ ❑❑C ❑[III ❑ Ell III❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ Ll L-L Load (TSF): ❑ Thickness (in) d50 (inches): ❑LL[]❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0' Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 1III FJ TA ® ❑❑❑❑ ` 7 7 ❑❑❑❑ ` c --I❑❑ -z- ❑EE ❑ ❑❑ ❑❑F ❑❑❑ ❑11 ❑ Ell ❑IE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay ❑ ❑❑❑❑ o❑❑❑❑ W 7 ❑❑ -❑❑❑ -z- ■m ❑■ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L d50 (inches): ❑LF❑❑❑❑ Remarks: t50 (minutes): ❑❑ Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 ❑HI111111❑IE Load (TSF): ❑❑ Thickness (in): ❑®❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay ■■1 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑ ❑❑C ❑❑E ❑1E]❑1111 1111E 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ El Load (TSF): ❑ Thickness (in): ❑®❑❑ d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 0-4 ® ❑❑❑❑ ❑ G \k --I❑❑ -Z- ❑® ❑ ❑❑ ❑❑❑ ❑❑C ❑H] 111111 III❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ Ll L-L Load (TSF): ❑ Thickness (in) d50 (inches): ❑LF❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay El ® ❑❑❑❑ ❑❑❑❑ o Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date --I❑❑ -z- ❑® ❑ ❑❑ ❑❑F ❑❑❑ ❑11❑Ell III❑ 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): ❑®❑❑ d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-106 (ST-4) 6.0-8.0- Material Description: Tan and brown sandy fat clay 1III 1 'J'Lo�_ I ❑❑❑❑ I" 6�d, ❑ ❑❑❑❑ o❑❑❑❑ W 7 —"-I❑❑ ❑❑ -Z- ■111 ❑■ Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): ❑®❑❑ d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Specific Gravity: 2.700 Liquid Limit: N/A Plastic Limit: N/A Percent Passing No. 200: N/A 0.950 0.900 0.850 n �l El 0.800 \ 79 o 0.750 0.700 0.650 0.1 1 10 100 ❑ ❑L11 ❑ FM❑®❑ S LL ❑SS mS ❑ ❑ ®=1 ❑®il ❑r❑❑❑❑s❑ A11FU❑ ❑r❑ss[Ir❑ ®E:]❑❑❑S❑ET ❑ED] M❑[S[Ilr❑ ❑❑❑®❑❑® ® ❑❑n❑❑ ❑❑®❑❑ ❑❑❑ ❑r[Iss®❑ ®d❑❑ iiiEii ❑1111❑❑ S❑®r❑®❑ ® ® ❑❑❑1171❑ ❑❑®❑ Swill ®d❑❑ ®SiiT ❑ED❑❑ [][lid R❑®IL, ® ❑®❑❑❑ ❑®❑❑❑ R❑❑❑❑ ❑rE]ss®❑ nd❑❑[I]RE11 ❑®❑❑ Dr❑D❑❑s®qd❑Ell❑LIEU ❑❑® ❑® R❑❑ FirCsl ❑E1r®r❑ ❑d ❑m ❑❑Wm[HI❑ s-- Rm-Flw❑d FT ❑❑WEVEC s❑❑ One -Dimensional Consolidation (ASTM D2435, Method B) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay Specific Gravity: 2.700 Liquid Limit: N/A Plastic Limit: N/A Percent Passing No. 200: N/A 11111111 o00g0 O®❑ ®Orm mO DOA RmdL]jg OOrr=Ll FM ❑OfgOO O000OOOOOOQds LI❑ OrassOrO ®SOO O® ®®0 =J' 11111 ®EF ®O (A ®O ®❑O®EF ®O OOCsd RO® ®O ®EP OD ❑19= 0.1 Zero Point 2000 2000 0 3539.0 0.8912 N/A 0.25 Initial Load 2003 2003 0 3539.0 0.8912 N/A 0.25 3980 2009 2003 -6 3533.0 0.8897 N/A 0.5 1365 2052 2007 -45 3494.0 0.8799 N/A 1 1450 2133 2017 -116 3423.0 0.8620 4.88 2 1405 2267.5 2030 -237.5 3301.5 0.8314 2.59 4 1430 2474.5 2046 -428.5 3110.5 0.7833 1.61 8 1500 2693.8 2061 -632.8 2906.2 0.7318 1.44 4 2865 2667 2053 -614 2925.0 0.7366 N/A 1 1410 2574.8 2030 -544.8 2994.2 0.7540 N/A 2 1470 2590 2036 -554 2985.0 0.7517 8.02 4 2880 2635 2048 -587 2952.0 0.7434 2.56 8 4260 2721.5 2061 -660.5 2878.5 0.7249 2.57 16 1515 2926.5 2076 -850.5 2688.5 0.6770 1.15 4 1440 2840 2056 -784 2755.0 0.6938 N/A 1 1440 2712 2033 -679 2860.0 0.7202 N/A 0.25 1440 2600.8 2012 -588.8 2950.2 0.7429 N/A 0.90 0.85- 0.80 r 0.750.70 0 - m 0.65 0.60 0 0.55 0.50 0.45 1 10 Coefficient of Consolidation (Cv) (10-4 cm2/sec) One -Dimensional Consolidation (ASTM D2435, Method B) TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay ❑❑❑ --I❑❑ —z— ■m ❑■ Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): S❑❑ ❑❑® Load (TSF): ❑Ell] Thickness (in): ❑®❑❑ d50 (inches): S❑❑ ❑❑UE Remarks: I]s❑®❑❑❑❑❑1❑❑ ❑ ❑❑❑❑g rn ❑d❑❑l❑EU ❑, ❑d❑❑❑ t50 (minutes): S❑❑ ❑❑® TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑� ❑❑❑❑ .. ® ❑❑❑❑ as � ® R o❑❑❑❑ 7 ti in ❑❑❑❑ 'I-- --I❑❑ -z- ❑EII ❑ ❑❑ ❑❑F ❑❑E ❑H] 111111 ❑IE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in) d50 (inches): ❑LF❑❑❑❑ Remarks: t50 (minutes): 117 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date w ❑ I �6 ® ❑❑❑❑ 7 7 ❑❑❑❑ `\ « G `!L ❑❑ -Z- ❑® ❑ ❑❑ ❑❑❑ ❑❑C ❑01] 111111 III❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ Ll L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑❑❑ v► ® R o❑❑❑❑ W c ❑❑❑❑ ❑-M ❑ FF -FF Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑C III � I Ll as ® ❑❑❑❑ � ❑❑❑❑ ❑-L❑ ❑EII ❑❑ ❑❑❑ ❑❑C- ❑11D❑1111 IIII❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ ❑l Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay 1III �\ r ❑❑❑❑ -I❑❑ --I❑❑ —z— ■m Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney ❑11❑Ell ❑IE TEAM Project Number: Date 242012 7/3/2024 Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): ❑®❑❑ d50 (inches): ❑LL[]❑❑❑❑ Remarks: t50 (minutes): 117 TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0' Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date !d ❑ o❑❑❑❑ ` ❑❑❑❑ ❑OE❑IID❑II❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay ■■■■ ■■■■ ❑❑❑❑ ❑a- ■■1 ❑■ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L d50 (inches): ❑LL[]❑❑❑❑ Remarks: t50 (minutes): 117 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: 242012 Date: 7/3/2024 ►9 1 ❑11❑ Ell ❑IE Load (TSF): ❑ Thickness (in): ❑®❑❑ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-109/PZ-B (ST-3) 4.0-6.0- Material Description: Dark brown fat clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑C III - , , � I ® ❑❑❑❑ 7 ❑❑❑❑ ❑a- 11:11 ❑❑ ❑❑❑ ❑❑C- ❑11D❑1111 IIII❑ Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ ❑l Load (TSF): ❑❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ Geotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-112 (ST-3) 4.0-6.0' Material Description: Dark brown and fat gray clay Specific Gravity: 2.700 Liquid Limit: 82 Plastic Limit: 29 Percent Passing No. 200: N/A 0.800 0.780 0.760 \ i� 0.740 �L\ 0.720 0.700 0.680 0.660 _ 0.640 Ll 0.620 _ �..1 \, 0.600 0.580 0.560 1 ❑ 0.540 , 0.520 0.500 -1 L 0.480 0.460 0.440 _ \ 0.420 1 • \ 0.400 - _ \, 0.380 �F 0.360 0.1 1 10 100 ❑❑L11 ❑ LFULSTLISS LES❑❑ ❑=1 ❑®d ❑r❑❑❑❑s❑ A11FU❑ ❑r❑ss❑r❑ ®E:]❑❑S❑❑ ❑❑ M❑Ct❑r❑ ❑❑❑❑❑❑®❑ ❑❑❑❑❑ ❑❑®❑❑ ❑❑❑ ❑r[Iss❑❑ ❑d❑❑ ❑ Eii ❑❑❑❑ S❑®r❑®❑ ® ® ❑❑❑❑❑ ❑❑®❑ Swill ❑d❑❑ ®SFT ❑❑❑❑ ❑❑A R❑® IL, ® ❑❑❑❑❑ ❑®❑❑❑ R❑❑❑❑ ❑rE]ss❑❑ ❑d❑❑❑RE11 ❑❑❑❑ Dr❑D❑❑s®1td❑❑❑❑® ❑❑❑ ❑® R❑❑ FirCsl One -Dimensional Consolidation (ASTM D2435, Method B) TEAMGeotechnical, Environmental, Construction Materials Testing Consultants Dallas /Arlington /McKinney Client: CDM Smith TEAM Project Number: 242012 Project Eagle Mountain Water Treatment Facility Date: 7/3/2024 Sample Identification: B-112 (ST-3) 4.0-6.0' Material Description: Dark brown and fat gray clay Specific Gravity: 2.700 Liquid Limit: 82 Plastic Limit: 29 Percent Passing No. 200: N/A 11111111 o00g0 O®❑ ®Orm mO Did Rmdog OOrr=L FM ❑OfgOO O000OOOOOOQds LI❑ OrassOrO ®SOO O® ®®0 =J' 11111 ®EF ®O (A ®O ®❑O®EF ®O OOCsd RO® ®O ®EP OD ❑19= 0.1 Zero Point 2000 2000 0 2175.4 0.7675 N/A 0.5 Initial Load 2005 2005 0 2175.4 0.7675 N/A 0.5 1320 2006 2005 -1 2174.4 0.7671 N/A 1 1440 2115.2 2012 -103.2 2072.2 0.7311 1.86 2 1440 2251 2025 -226 1949.4 0.6877 1.79 4 1440 2452 2039 -413 1762.4 0.6218 1.30 8 1440 2701.5 2055 -646.5 1528.9 0.5394 1.14 16 1440 2976 2065 -911 1264.4 0.4461 0.50 4 1440 2795 2046 -749 1426.4 0.5032 N/A 2 1440 2630.5 2028 -602.5 1572.9 0.5549 N/A 4 1440 2766.5 2032 -734.5 1440.9 0.5283 1.63 8 1440 2842 2044 -798 1377.4 0.4909 0.87 16 1440 2962 2056 -906 1269.4 0.4478 0.80 32 1440 3208 2076 -1132 1043.4 0.3681 0.51 4 1440 2950 2053 -897 1278.4 0.4510 N/A 1 1440 2750 2033 -717 1458.4 0.5145 N/A 0.25 1440 2500 2016 -484 1691.4 0.5967 N/A 0.80 0.70 0.60 0.50 r i 0.40 41 , m 0.30 0 > 0.20 0.10 0.00 { 0.1 1 10 Coefficient of Consolidation (Cv) (10-4 cm2/sec) One -Dimensional Consolidation (ASTM D2435, Method B) TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0' Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑C II I ® ❑❑❑❑ ❑� 11:11 ❑❑ ❑❑C ❑❑C ❑11D❑1111 IIIIC Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ El Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): 117 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date IIII �'�I ❑❑❑❑ 7 !♦ -I❑❑ -z- 11EI1 ❑ ❑❑ ❑❑F ❑❑E ❑DII❑JIFF Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑❑❑ I III �w ❑ ❑❑❑❑ . ❑ W ❑❑❑❑ �� ❑❑❑❑ -W ❑❑❑❑ ❑'I- ❑EII ❑ ❑❑ ❑❑C ❑❑E [ILE]❑[11 [IIIC Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0' Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 1III --LILI V— - - Lilo-1, ❑ ❑❑❑❑ INN R\ ® ❑❑❑❑ y o "L\ 7 ❑❑❑❑ -❑❑❑ -Z ❑EE ❑ ❑❑ ❑❑C ❑❑C Coefficient of Consolidation (CV) (cm2/sec) d50 (inches): ❑1111❑❑❑❑ t50 (minutes): 117 ❑®❑ LL I_L I Remarks: Load (TSF): ❑ Thickness (in) 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑❑ ❑ ® ❑❑❑❑ u 7 \ o � _❑uu � ❑❑ ❑z❑ ❑® ❑ ❑❑ ❑❑❑ ❑❑❑❑ ❑[III 111111 ILE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 1III L.] F-1 ❑❑❑❑ ❑❑❑❑ 7 in ❑❑❑❑ �� - -Inn -z- ❑® ❑ ❑❑ ❑❑F ❑❑E ❑11❑ 1111 ❑IE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ LL L-L Load (TSF): ❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date I°I � ❑❑❑❑ V ® ❑❑❑❑ 7 ❑ Nk -❑❑❑ ❑z❑ 11EI1 ❑ ❑❑ ❑❑❑ ❑❑❑ ❑OE ❑ Ell ❑IE Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑ Thickness (in) d50 (inches): ❑LL[]❑❑❑❑ Remarks: t50 (minutes): ❑❑ 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date 1III I o❑❑❑❑ 7 ❑❑ Z_ 11EI1 ❑ ❑❑ ❑❑C ❑❑C ❑011❑1111❑IC Coefficient of Consolidation (CV) (cm2/sec): ❑®❑ ❑ L-L Load (TSF): ❑❑ Thickness (in): d50 (inches): ❑1111❑❑❑❑ Remarks: t50 (minutes): ❑❑® 242012 7/3/2024 ■111■■ TEAM consultants Client: CDM Smith Project: Eagle Mountain Water Treatment Facility Sample Identification: B-112 (ST-3) 4.0-6.0- Material Description: Dark brown and fat gray clay Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date ❑. ❑❑ ❑ N, W N, ❑z❑ 11EI1 -1 ❑❑ ❑❑❑ ❑❑❑ ❑OE❑Ell❑IE Coefficient of Consolidation (CV) (cm2/sec): ❑LU❑ ❑ I 1 Load (TSF): ❑❑ Thickness (in): d50 (inches): ❑11❑❑❑11 Remarks: t50 (minutes): ❑❑® 242012 7/3/2024 ■111■■ RL ��''�n, � � � � nor•`' Friday, June 21, 2024 Team Consultants, Inc Jeremy Williamson 3101 Pleasant Valley Lane, Ste. 101 Arlington, TX 76015 Tel: (817) 600-5508 Fax: Re: Project Name: Eagle Mountain WTP Project Number: 242012 SPL Inc received 1 solid sample(s). The analysis performed were as follows: Sample SamDle ID Matrix Collected 24060201-001 B-101 (ST-2) 2.0-4.0- Solid 6/3/2024 08:00 Analysis Chloride, Dry Weight, Sulfate, Solid Order ID:24060201 Date: 6/21 /2024 Page 1 of 8 To the best of my knowledge, all problems/ anomalies, observed by the laboratory as having the potential to affect the quality of the data, have been identified via associated flags and/or in the case narrative. The analyses and data met requirements of NELAP except where noted. All non-NELAP methods are identified accordingly and all estimated uncertainties of test results are within method or EPA specifications. Respectfully submitted, Chad Cooper Laboratory Manager Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 Order ID: 24060201 Date: 6/21 /2024 F L Page 2 of 8 qw, Team Consultants, Inc Jeremy Williamson Analytical Report Project Name: Eagle Mountain WTP Customer Sample ID: B-101 (ST-2) 2.0-4.0' SPL Sample ID: 24060201-001 Matrix: Solid Sample Received: 6/12/2024 Sample Collected: 6/3/2024 08:00 Parameter MQL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 12.2 40.1 mg/Kg 06/17/2411:57 9056 W.S. R-3 % Solids 0.1 0.1 82.1 % 06/14/24 13:40 Dry Weight K.V. R-3 Sulfate 10 12.2 295 mg/Kg 06/17/24 11:57 9056 W.S. R-3 Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 Order ID: 24060201 Date: 6/21 /2024 F1 L Page 3 of 8 Team Consultants, Inc Jeremy Williamson Sample Cross Reference Project Name: Eagle Mountain WTP Customer ID: Lab ID: Test Method QCBatchlD: B-101 (ST-2) 2.0-4.0' 24060201-001 Dry Weight Dry Weight DW19443_S Sulfate, Solid 9056 IC 00528 S Chloride 9056 IC 00528 S Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 110 Team Consultants, Inc Jeremy Williamson QC Summary Project Name: Eagle Mountain WTP Order ID:24060201 Date: 6/21 /2024 Page 4 of 8 Reference Rec RPD QC Type Parameter Result Value Spike Conc Rec Limits RPD Limits QCBatchlD DW_19443_S Replicate % Solids 82.8 % 82.1 % 0.9% 0-20% QCBatchlD IC_00528_S Blank Chloride ND mg/Kg Sulfate ND mg/Kg LCS Chloride 2.8 mg/Kg 3 mg/Kg 93% 90-110% Sulfate 14.6 mg/Kg 15 mg/Kg 97% 90-110% LCSD Chloride 2.8 mg/Kg 3 mg/Kg 92% 90-110% 1.1% 0-20% Sulfate 14.6 mg/Kg 15 mg/Kg 98% 90-110% 0.1% 0-20% MS Chloride 3.0 mg/Kg ND 3 mg/Kg 100% 80-120% Sulfate 16.0 mg/Kg ND 15 mg/Kg 107% 80-120% MSD Chloride 2.9 mg/Kg ND 3 mg/Kg 97% 80-120% 3.4% 0-20% Sulfate 15.5 mg/Kg ND 15 mg/Kg 103% 80-120% 3.2% 0-20% Flags Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 Order ID:24060201 Date: 6/21 /2024 FIL Page 5 of 8 Team Consultants, Inc Jeremy Williamson Case Narrative Project Name: Eagle Mountain WTP R-3 Sample received outside method required temperature specification. ppm Parts per million = mg/Kg or mg/L ppb Parts per billion = ug/Kg or ug/L MQL Method quantitation limit SDL Sample detection limit (reflects any laboratory adjustments made to the sample during analysis such as dry weight or dilutions) SQL Sample quantitation limit (reflects any laboratory adjustments made to the sample during analysis such as dry weight or dilution ND Analyte not detected at or above SQL LCS/LCSD Laboratory control spike / Laboratory control spike duplicate MS/MSD Matrix spike / Matrix spike duplicate RPD Relative percent difference Sub Analysis performed by subcontract laboratory Solid samples submitted to the laboratory for analysis by SW-846 Method 8260 should be collected by SW-846 Method 5035. Those samples in which concentrations are less than or equal to 200 ug/kg should be collected in accordance with SW-846 Method 5035, Section 6.2.1. For samples with higher concentrations (> 200 ug/kg), collect samples by SW-846 Method 5035, Section 6.2.2 or 6.2.3. Sample results may not accurately reflect volatile concentrations if collection is not performed according to the referenced methodologies. Solid samples submitted to the laboratory for analysis by TNRCC Method 1005 should be collected in accordance to the methodology. Those samples in which concentrations of C6 to C12 are known to be absent, or fall under the Petroleum Storage Tank (PST) rule, may be collected in bulk sample jars in accordance with TNRCC Method 1005, Revision 3 clarifications. For samples with concentrations of C6 to C12, or where knowledge of the site does not exist, collect samples by TNRCC Method 1005, Section 6.1. Sample results may not accurately reflect TPH concentrations if collection is not performed according to the referenced methodologies. Solid sample results reported on a dry weight basis for all applicable analysis, unless otherwise noted. Dry weight calculations based upon % solids obtained as outlined in EPA method 5035 section 7.5. This report is intended only for the use of Team Consultants, Inc and may contain information that is privileged and confidential. It may not be reproduced in full (or in part) without the expressed written permission of Team Consultants, Inc and Southern Petroleum Laboratories, Inc. Southern Petroleum Laboratories, Inc. certifies to the best of its knowledge that all results contained in this report are consistent with the National Environmental Laboratory Accreditation Program, except where otherwise noted. Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 Team Consultants, Inc Jeremy Williamson Sample Preservation Verification Project Name: Eagle Mountain WTP Receipt temp: 28.9 °C Ambient Receipt method: Client Custody seal intact: Not Present Customer Sample ID: B-101 (ST-2) 2.0-4.0' SPL Sample ID: 24060201-001 Collected: 06/03/24 08:00 Bottle Tvpe Count Collection Method Plastic Bag 1 Order ID:24060201 Date: 6/21 /2024 Page 6 of 8 All samples / labels received intact: Yes Collected By: Collector Affiliation: Matrix: Solid Indicated / Observed Parts / Interval Preservation PH None Sample conditions at time of receipt at laboratory verified in part or in whole by: ET Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 `�,lll ll lrlir/ RL Documentation PROJECT DESCRIPTION: Eagle Mountain WTP v E01 7825 East Plano Parkway S P Custody Record Cody a Suite 160 Piano, Tx 75074 * P:(9721424-6422 en v i ro n m en tal. c u stomeme r i c e @SP L-i n c- corm Page t of ll To P act 1 Re rriemlatipd Camel Name TEAMS Consultants, Inc. Circle Requested Tom Around Tamp Mess shun 2 Days must be verified with lab) l' 7-10 Days RUSH 9-7 Days 3-4 Clays I^ . y 17ays r 1_lSyp Project Name -- _ 3101 Pleasant Valley Lane, Ste. 101 Eagle Mountain WTP City State Zip Prolegt Lpoill Arlington TX 76015 Contact Name Project 4 PO 4 iiii WilNdmsun 242012 Contact Email Sampler Name Sampler Company Jwiuiamspn@teamconsultants net Phone Fax Sampler Signature 817 600-55W Sold hwoloe To O d Di}feram hem above Matrix Codes Si Instructions' Company Name L-Liquid 5-Solid TEAM Consultants, Inc. ry. wines A -Air EPA 9066 Atldress Presexetipn Codes 4057 Shilling Way 1 - None 4 - i City state Dallas 21p 2 - HNO, 5 - NaOH 'Please conrtml wnditional ra casts riw to additional anal sis TX Contact Name 75237 3 - H,so. 6. Ica -1 - Other per,, "W uested Melysls Kathy Whitley AOpnleiner Codes � Phone Pax P-Pi b G-Glass $ 214-331-4395 214-331-4458 O -Other - s F SPL a g& f z N N ; ; o o Order ID Sample Info d Customer Sample ID a m o s M Refne ed i A 0.. Tme Recemed by Ali—, Data Tme W ►tlzrz4 3z6,,l x R¢ -xtashed by A1ei.tion gale Time Received by AlAliation pate T . i=ermguehepnr Ares nnn Dale r.ne ea.�earasPLny }�oalbb ll�Zrmgr Order ID:24060201 Date: 6/21 /2024 Page 7 of 8 SubmitMl of samples signises acceptance of 3PL's Sfantlartl Tenn.d rn0 Gtllttlltlma. 09111t -Raw 5 0 SPL ca 1 acxpt verbal changes loth-, docvmanl. Please faxoramailw tin meddxalions. Temp all i Re� 4C PLA-t?o( Southern Petroleum Laboratories, Inc. a 1825 E. Plano Parkway #160 e Plano, TX 75074 e Tel: (972) 424-6422 a NELAP# T104704227 x^ . 15iff Documentation PROJECT DESCRIPTION: Eagle Mountain WTP =!9 Supplemental Sample Receipt Checklist Client: Date Received: C) ff l` -12_V Project: Cr~- IV) Lz,tfa,,l ram^^! Received By: SPL Project ID: Q 4-CC o 2_0 1 c Thermometer ID: ��- L7 C> Correction Factor: C ' 3 'C Observed cooler Corrected cooler Temperature: -C Temperature: x -C Samples Received on Ice: C% Proper bottles received in good condition: N Samples received match COC: N Bottles filled with adequate volume: N Samples appropriately preserved*: eo GI 112'I Samples received within hold time: Y 'N VOA vials filled properly: Y N NA} Custody Seal Present: Y Custody Sea IIntact: Y N DNA Note: '"Samples needing thermal preservation that are sampled within 2 hours of receipt and received on ice are acceptable even if the measured temperature is higher than the allowable. Comments: P14 6il-- 0, ssRc vo.o Effecrrrve 1/04/24 SPI_ - Piano bevy G Page 1 of 1 Order ID:24060201 Date: 6/21 /2024 Page 8 of 8 Southern Petroleum Laboratories, Inc. • 1825 E. Plano Parkway #160 • Plano, TX 75074 • Tel: (972) 424-6422 • NELAP# T104704227 TEAM Consultants, Inc. Geotechnical, Environmental, Construction Materials Testing December 20, 2024 TEAM Project No. 242031 CDM Smith 12400 Coit Road, Suite 400 Dallas, Texas 75251 Attn: Mr. Jeffrey Van Pelt, P.E. Re: Geotechnical Laboratory Testing Services Eagle Mountain Water Treatment Facility Dear Mr. Van Pelt: Submitted here is our report of laboratory testing services completed on soil samples received at our materials testing laboratory in Arlington, Texas for the above referenced project. The testing program was completed in accordance with testing instructions received, utilizing the following test methodologies: Atterberg Limits Classification of Soils Moisture Content Unconfined Compressive Strength (Soil) Unconfined Compressive Strength (Rock) Soil Resistivity ASTM D4318 ASTM D2487 & 2488 ASTM D2216 ASTM D2166 ASTM D7012, Method C ASTM G57 The results of the soil testing program are summarized in the following tables which also serve as an index to the attached additional testing (strength, swell, compressibility, etc.). We appreciate the opportunity to be of assistance to you with this project. Should you have any questions, or if we may be of further assistance, please call the undersigned at (817) 467-5500. Sincerely, "mj, W P.2i.a mA,o-n, Jeremy Williamson, EIT Staff Engineer 4087 Shilling Way Dallas, TX 75237 (214) 331-4395 Fax (214) 331-4458 3101 Pleasant Valley, Suite 101 Arlington, TX 76015 (817) 467-5500 Fax (817) 468-9920 B-122 B-123 B-124 B-101 TEAM Consultants, Inc. GEOTECHNICAL - ENVIRONMENTAL - CONSTRUCTION MATERIALS TESTING LDOORDDORo ❑OSo Do0❑ SL WRo 5oLiO❑ olx00000E ❑LgIDM000®W0111r Or00® DOBL(� 000M mo ooMooRo ® ❑ o 000 aces®SrrocgEll REs3n==SEM G000 oLo®o= oR00000 oom= ❑DM SD ® ® o ❑ °❑ ❑ o ❑ o Lis R000®d S0�®d o o®� o0 ® ❑=roog L®EES ❑ o El ® ®®® ®❑ ❑ El ® ❑El E,1 o[sed D�a®®oo oo®dS�7l ❑ICss r�,.. ❑d D ET N °d o a M cl a q 8 LL OL ❑❑ o ❑ o [9 2 f f ❑ N o K o K RC-1 17'5" - 18'2" Dark gray shale N/A --- --- --- 7.1 143.5 --- 51.97 0.66 0.00 --- --- --- --- RC-2 21'3" - 23'2" Dark gray shale N/A --- --- --- 7.6 137.0 --- 11.83 2.02 0.00 --- --- --- --- RC-3 28.0' - 28'5" Gray limestone N/A --- --- --- 7.6 159.6 --- 372.78 0.94 0.00 --- --- --- --- RC-1 16.0' - 17.0' Dark gray weathered limestone N/A --- --- --- 6.1 140.8 --- 15.02 1.33 0.00 --- --- --- --- RC-2 20'10" - 21'3" Dark gray weathered limestone N/A --- --- --- 6.4 139.3 9.75 1.26 0.00 --- --- --- --- ST-2 2.0' - 4.0' Dark brown sandy clay with limestone fragments N/A 51 23 28 21.9 104.3 --- 0.99 8.20 0.00 --- --- --- --- RC-1 17'9" - 19'8" Dark gray shale with weathered limestone N/A --- --- --- 9.8 130.4 --- 13.78 1.44 0.00 --- --- --- --- ST-1 0.0' - 2.0' --- --- --- --- --- --- --- --- --- 25.8 690 40.2 1150 Dark brown sandy clay CL ST-2 2.0' - 4.0' --- --- --- --- --- --- --- ❑ ❑ ❑ rn °❑� ° ❑ ❑ @ ®° rn ❑❑ of E ® H ® ® ° N o ❑ ■■■■■■mRE I ■■i'�f■1ZTElz.m■ �i0:■■ ■■ ■■:■■■ m'iEI,II■■■■■■ ❑r❑®❑® ❑DMS❑®❑❑gl❑M❑❑❑®®Will] ❑❑1❑❑ ❑®❑❑ S❑❑❑1❑❑ R❑Ell D❑❑®❑ ❑❑FV'®❑Er' ❑❑❑M ❑r❑®❑❑❑❑® ❑❑❑❑❑❑ D❑®❑ ❑❑®®❑ M❑mru❑ Da❑gr❑❑s❑d❑ ❑❑LOoom ❑®❑❑ " D® ❑®❑❑ M❑CS®r❑ ❑❑❑®❑❑®Slut D mOm GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑DLOR❑ ❑AIIIIM ❑®❑n D® ❑®❑❑ ❑IDOL 3.335 ®° ❑❑®r❑®❑®gs❑ ❑ ❑®r ❑oLgoom ❑FMFIFI " D® ❑®❑❑ W=gLI-g- n❑❑ SCd❑® R®❑ ❑®❑❑ ®❑❑as[M®❑® W❑❑W® [S❑Im❑m ® ❑❑❑® Wet y (pct): 153.6 sr:l® R®❑ 0.50 ® III®❑® Dr❑W®osd❑❑❑❑❑ ® ❑❑❑LLI Dry y (pc0: 143.5 L❑❑g®D®❑ ❑TV R❑®❑ 1.938 W®❑❑❑❑❑❑ ❑❑❑® W®❑❑Dr❑S❑m❑ 283.3 1 s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ W®❑❑W❑ollr❑ 20 ❑ M❑1971r❑❑ 7.1 g DTI n DF Tr SrF-SS TSnn SF rTg S r- gT r ss r s Dill- Tl- Sr❑® ❑r❑❑®°❑ L-1-d nF--nds TSFF TST F-- --s-r- 0.001 0.032 3.335 84.8 1.830 25.420 0.915 0.002 0.057 3.335 254.2 5.486 76.188 2.743 0.004 0.107 3.335 514.4 11.095 154.086 5.547 0.006 0.157 3.335 802.8 17.306 240.351 8.653 0.008 0.207 3.335 1044.2 22.497 312.440 11.249 0.010 0.257 3.335 1274.1 27.437 381.040 13.718 0.012 0.307 3.335 1503.8 32.367 449.516 16.184 0.014 0.357 3.335 1721.7 37.039 514.392 18.519 0.016 0.407 3.335 1917.3 41.227 572.560 20.613 0.018 0.457 3.335 2010.6 43.211 600.109 21.605 0.020 0.507 3.335 2156.6 46.325 643.358 23.162 0.022 0.558 3.335 2238.0 48.048 667.296 24.024 0.024 0.608 3.335 2374.8 50.961 707.746 25.481 0.026 0.658 3.335 2423.0 51.968 721.737 25.984 0.028 0.708 3.335 2390.8 51.252 711.788 25.626 0.030 0.758 3.335 2323.8 49.792 691.505 24.896 0.032 0.808 3.335 2222.0 47.586 660.872 23.793 0.034 0.858 3.335 2163.7 46.314 643.206 23.157 0.036 0.908 3.335 2108.9 45.118 626.601 22.559 0.038 0.958 3.335 2060.5 44.060 611.899 22.030 0.040 1.008 3.335 2002.1 42.790 594.268 21.395 0.042 1.058 3.335 1944.2 41.531 576.781 20.765 0.044 1.108 3.335 1883.6 40.217 558.528 20.108 0.046 1.159 3.335 1825.8 38.962 541.105 19.481 3.335 3.335 3.335 3.335 3.335 3.335 3.335 3.335 3.335 SCd❑® ®❑❑❑s®❑❑❑❑ FILL MLI,LL Ju SILJSS a ❑®❑❑❑❑ D❑®r❑ ❑®❑ ❑ ❑❑❑ M❑❑® ❑❑ SlItEss ®❑❑❑sue ❑®❑❑❑ ❑❑s®d ❑m M❑❑® ❑❑ ❑❑❑ ❑r❑ss®SCI?❑❑g®Q❑S❑® ❑❑ ED ❑ SCV❑®❑ M❑❑® ❑❑ SCd❑❑g®❑ ❑®❑❑ LIR®❑®L ❑❑M❑R❑SS®❑ ❑❑S❑S❑R❑SSCS❑R❑® ❑❑R❑❑ oro®o® CDM Smith Eagle Mountain WTF ❑A11 ❑oQ B-122 Soo mo ❑o® RC-1 D 17-Y-182" ❑ooM oro®0000m 242031 MoInrUIE Dark gray shale Do®o 12/4/24 S[d❑SS CIS SCd❑1111 ❑o®❑❑ oo®oo / 1 � oo®oo oo®oo / oo®oo f , 1 ❑HOO ❑� ❑� ❑� ❑� ❑� ❑® ❑ SIOU TEAM Consultants, Inc. ■■■■■■mRE I ■■i'�f■1ZTElz.m■ �i0:■■ ■■ ■■:■■■ ■IMEI,II■I■■■■■ ❑r❑®o® ❑DMS❑®❑❑gl❑M❑❑❑®®Will] oolo❑ ❑®❑❑ S000loo R❑Ell Doo®o ❑❑FV'®❑Er' ❑o❑M ❑r❑®oo❑❑® ❑❑❑❑❑❑ D❑®o ❑❑®®❑ Momruo Da❑gr❑❑s❑d❑ ❑LL$LILIm ❑®❑❑ " D® ❑®❑❑ " M❑CS®r❑ ❑❑❑®❑❑®SLM D mo0] GRoo❑®oL DOSOR®o®o 00 ❑LI LOR❑ ❑AIIIIM ❑®❑❑ D® ❑®❑❑ ❑IDOL 3.253 ®° ❑❑®r❑®❑®gs❑ ❑ ❑®r ❑LLgLILIm ❑®❑❑ " D® ❑®❑❑ 0 00�o [][]Ell ❑❑❑ W=gLI-g- nnnT SBo® R®o ❑®❑❑ ®000s[M®❑® WooW® [Solm❑m ® ❑❑❑® Wet y (pct): 147.4 sr:l® R®o 0.51 ® ill®❑® DroW®osd00000 ® ❑❑❑LLI Dry y (pcf): 137.0 L❑❑g®D®❑ ❑TV R❑®❑ 1.945 W®❑❑❑❑❑❑ ❑❑❑® W®❑❑Dr❑S❑m❑ 274.9 1 s❑❑m❑❑ ❑❑❑❑0®❑d ❑0❑ ❑r❑ss®❑ W®❑❑W❑ollr❑ 20.9 ❑ M❑1971r❑❑ 7.6 g DTI n DF Tr SrF-SS TSnn SF rTg S r--]lgEE] r ss r s Dill- T1- Sro® oroo®°o L-1-d nF--nds S TST F-- --s- 0.001 0.026 3.253 9.7 0.215 2.988 0.108 0.004 0.102 3.253 32.9 0.728 10.111 0.364 0.008 0.203 3.253 52.2 1.152 16.001 0.576 0.012 0.304 3.253 78.7 1.737 24.120 0.868 0.016 0.405 3.253 101.2 2.232 31.001 1.116 0.020 0.506 3.253 136.9 3.016 41.879 1.508 0.024 0.607 3.253 176.0 3.874 53.796 1.937 0.028 0.708 3.253 215.7 4.741 65.841 2.370 0.032 0.809 3.253 254.0 5.578 77.463 2.789 0.036 0.910 3.253 291.5 6.394 88.804 3.197 0.040 1.011 3.253 325.9 7.142 99.193 3.571 0.044 1.112 3.253 361.2 7.906 109.804 3.953 0.048 1.213 3.253 395.2 8.643 120.029 4.321 0.052 1.315 3.253 427.2 9.334 129.631 4.667 0.056 1.416 3.253 457.5 9.985 138.667 4.992 0.060 1.517 3.253 486.4 10.606 147.290 5.303 0.064 1.618 3.253 511.3 11.135 154.648 5.568 0.068 1.719 3.253 525.5 11.434 158.790 5.717 0.072 1.820 3.253 535.9 11.647 161.760 5.824 0.076 1.921 3.253 544.8 11.829 164.278 5.914 0.080 2.022 3.253 545.4 11.829 164.281 5.915 0.084 2.123 3.253 535.9 11.612 161.268 5.806 0.088 2.224 3.253 506.8 10.970 152.358 5.485 0.092 2.325 3.253 469.0 10.141 140.844 5.071 0.096 2.426 3.253 437.3 9.446 131.192 4.723 0.100 2.527 3.253 405.1 8.741 121.390 4.370 3.253 3.253 3.253 3.253 3.253 3.253 3.253 SCd❑® ®❑❑❑s®❑❑❑❑ FILL MLI,LL Ju SILJSS a ❑®❑❑❑❑ D❑®r❑ ❑®❑ ❑ ❑❑❑ M❑❑® ❑❑ STE SS ®❑❑❑sue ❑®❑❑❑ ❑❑S®d ❑LL M❑❑® ❑❑ ❑❑❑ ❑r❑ss®SCI?❑❑g®®S❑® ❑❑®❑ ❑ SCV❑®❑ M❑❑® ❑❑ SCd❑❑g®❑ ❑®❑❑ ❑R®❑®L ❑❑M❑R❑SS®❑ ❑❑S❑S❑R❑SS❑S❑R❑® ❑❑R❑❑ ❑r❑®❑® CDM Smith Eagle Mountain WTF ❑olo ❑❑Q B-122 Soo ❑I❑ ❑❑® RC-2 D ❑❑❑M ❑r❑®❑❑❑❑m 242031 MoUrElE Dark gray shale Do®❑ 12/4/24 ❑❑❑❑❑ ❑❑®❑❑ ❑❑❑❑❑ H ❑❑❑❑ N N ❑®❑❑ ❑❑❑❑ LIELIE l ❑❑❑❑ ❑❑ TEAM Consultants, Inc. ❑❑ ❑® S[d❑SS US S[d❑1111 ❑® ❑ S[d❑® ❑❑ 21'3"-23'2" ❑❑ ❑❑ ■■■■■■mRE M ■■i'�f■1ZTElz.m■ �i0:■■ ■■ ■■:■■■ BIIME!,II■■■■■■ ❑r❑®❑® ❑DMS❑®❑❑gl❑M❑❑❑®®Will] ❑❑1❑❑ ❑®❑❑ S❑❑❑1❑❑ R❑® D❑❑®❑ ❑❑®❑Er' ❑❑❑M ❑r❑®❑❑❑❑® ❑❑❑❑❑❑ D❑®❑ ❑❑®®❑ M❑EuirEii❑ Gr❑❑I® Cs®❑❑ ❑❑LOoom ❑®❑❑ " D® ❑®❑❑ " M LIES ®r❑ ❑❑❑®❑❑®Slut D mOm GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑DLOR❑ ❑Arnim ❑®❑❑ D® ❑®❑❑ ❑rmC 3.092 ®° ❑❑®r❑®❑®gs❑ ❑ ❑=' ❑LLg DDm ❑®❑❑ " D® ❑®❑❑ W=SJ❑=g❑ ❑❑❑® SCd❑® R®❑ ❑®❑❑ ®❑1109IM®❑® W❑❑W® [S❑Im❑m ® ❑❑❑® Wet y (pct): 171.8 Sri® R®❑ 0.59 ® IM®❑® Dr❑W®❑S❑❑❑❑❑❑ ® ❑❑❑1Ll Dry y (pc9: 159.6 L❑❑g®D®❑ ❑TV R❑®❑ 1.717 W®❑❑❑❑❑❑ ❑❑❑® W®❑❑Dr❑S❑m❑ 274.9 1 s❑❑m❑❑ ❑❑❑❑0®❑d ❑0❑ ❑r❑Ss7]0 W®❑❑W❑ollr❑ 20.9 ❑ M❑C§®r❑❑ 7.6 g DTI F D❑ouEnrS[ross 1uS❑Fi SF rTg S r- gfT r ss r s Dill- Ti- Sr❑® ❑r❑❑®°❑ L❑❑d ❑❑❑❑ds EUS❑❑ ®S® F-- --s-r- 0.001 0.026 3.092 327.8 7.632 105.991 3.816 0.004 0.114 3.092 752.2 17.500 243.047 8.750 0.008 0.232 3.092 1469.3 34.143 474.175 17.071 0.012 0.349 3.092 3139.1 72.857 1011.845 36.429 0.016 0.467 3.092 5690.4 131.916 1832.055 65.958 0.020 0.584 3.092 8602.0 199.178 2766.181 99.589 0.024 0.702 3.092 11442.6 264.638 3675.299 132.319 0.028 0.819 3.092 14239.9 328.944 4568.381 164.472 0.032 0.936 3.092 16156.8 372.784 5177.228 186.392 0.036 1.054 3.092 15908.2 366.613 5091.527 183.307 0.040 1.171 3.092 16124.9 371.166 5154.750 185.583 0.044 1.289 3.092 16084.3 369.790 5135.645 184.895 0.048 1.406 3.092 15525.6 356.522 4951.374 178.261 0.052 1.524 3.092 15004.2 344.137 4779.373 172.068 0.056 1.647 3.092 14515.4 332.509 4617.883 166.254 0.060 1.764 3.092 13963.2 319.478 4436.912 159.739 0.064 1.877 3.092 13536.8 309.369 4296.511 154.684 0.068 1.996 3.092 13220.9 301.782 4191.144 150.891 0.072 2.111 3.092 12828.1 292.470 4061.827 146.235 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 3.092 SCd❑® ®❑❑❑s®❑❑❑❑ FILL ML1,LL Ju SILJSS a ❑®❑❑❑❑ D❑®r❑ ❑®❑ ❑ ❑❑❑ M❑❑® ❑❑ STEss ®❑❑❑sue ❑®❑❑❑ ❑❑s®d ❑m M❑❑® ❑❑ ❑❑❑ ❑r❑ss®SCI?❑❑g®®S❑® ❑❑❑®❑ ❑ SCt❑®❑ M❑❑® ❑❑ SCd❑❑g®❑ ❑®❑❑ 000®oo ❑R®❑®L ❑❑M❑R❑SS®❑ ❑❑S❑S❑R❑SS❑S❑R❑® ❑❑R❑❑ oro®o® CDM Smith Eagle Mountain WTF ❑ol❑ ❑oQ B-122 Soo mo ❑o® RC-3 D 28'-28'5" ❑ooM oro®0000m 242031 MoUrElE Gray limestone Do®❑ 12/4/24 S[d❑SS US S[d❑1111 Id ❑EE ❑M ❑® o® o® ❑ S[d❑® TEAM Consultants, Inc. ■■■■■■mRE I ■■i'�f■1ZTElz.m■ �i0:■■ ■■ ■■:■■■ m'iEI,II■■■■■■ ❑r❑®❑® ❑DMS❑®❑❑g1❑M❑❑❑®®Will] ❑❑1❑❑ ❑®❑❑ S❑❑❑1❑❑ R❑Ell D❑❑®❑ ❑❑®❑❑ ❑❑❑M ❑r❑®❑❑❑❑® ❑❑❑❑❑❑ D❑®❑ ❑❑®®❑ M❑mru❑ Da❑gr❑❑w❑❑EIDo❑d 11111 ❑sue❑❑ ❑❑C$oom ❑®❑❑ " D® ❑®❑❑ " M LIES ®r❑ ❑❑❑®❑❑®SLM D m❑m GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑L❑R❑ ❑❑r oom ❑®❑❑ D® ❑®❑❑ ❑ LEL 3.346 ❑° ❑❑®r❑®❑®gs❑ ❑ ❑®r ❑LLgLILIm ❑®❑❑ " D® ❑®❑❑ ❑❑❑[DCg❑ ❑❑® ❑❑❑ W=gLI-g- ❑❑❑T SBA® R®❑ ❑®❑❑ ®❑❑as[M®❑® W❑❑W® [S❑Im❑m ® ❑❑❑® Wet y (pct): 149.4 sr:l® R®❑ 0.50 ® III®❑® Dr❑W®❑S❑❑❑❑❑❑ ® ❑❑❑® Dry y (pcf): 140.8 L❑❑g®D®❑ ❑TV R❑®❑ 1.933 W®❑❑❑❑❑❑ ❑❑❑® W®❑❑Dr❑S❑m❑ 242.8 i s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ W®❑❑W❑OIKI 14.9 ❑ M❑CV®r❑❑ 6.1 g DTI - DF Tr Sr -SS TS❑❑ S ri ig S r g r ss r s Dill- Tl- S r- ❑r❑❑®°❑ L-1-d Fir-❑ds TSF- TST F-- --s- 0.001 0.027 3.346 14.9 0.320 4.443 0.160 0.002 0.052 3.346 26.4 0.567 7.881 0.284 0.004 0.102 3.346 54.8 1.178 16.357 0.589 0.006 0.153 3.346 84.6 1.818 25.244 0.909 0.008 0.203 3.346 107.2 2.303 31.989 1.152 0.010 0.253 3.346 124.1 2.664 37.003 1.332 0.012 0.303 3.346 154.5 3.315 46.039 1.658 0.014 0.353 3.346 181.9 3.902 54.186 1.951 0.016 0.403 3.346 207.0 4.437 61.624 2.219 0.018 0.453 3.346 232.7 4.985 69.238 2.493 0.020 0.504 3.346 257.6 5.516 76.601 2.758 0.022 0.554 3.346 282.0 6.035 83.820 3.018 0.024 0.604 3.346 307.2 6.571 91.255 3.285 0.026 0.654 3.346 334.6 7.153 99.348 3.577 0.028 0.704 3.346 361.7 7.730 107.351 3.865 0.030 0.754 3.346 389.8 8.325 115.619 4.163 0.032 0.804 3.346 417.8 8.919 123.862 4.459 0.034 0.855 3.346 452.1 9.647 133.974 4.823 0.036 0.905 3.346 485.9 10.362 143.912 5.181 0.038 0.955 3.346 518.8 11.059 153.589 5.530 0.040 1.005 3.346 552.2 11.764 163.378 5.882 0.042 1.055 3.346 585.9 12.475 173.259 6.238 0.044 1.105 3.346 614.7 13.082 181.682 6.541 0.046 1.155 3.346 641.3 13.642 189.466 6.821 0.048 1.205 3.346 667.8 14.197 197.173 7.099 0.053 1.331 3.346 707.4 15.020 208.600 7.510 0.055 1.381 3.346 683.1 14.498 201.350 7.249 0.060 1.506 3.346 659.4 13.976 194.102 6.988 0.065 1.632 3.346 629.8 13.332 185.154 6.666 0.070 1.757 3.346 581.7 12.298 170.793 6.149 0.075 1.882 3.346 484.1 10.221 141.953 5.111 3.346 3.346 SCd❑® ®❑❑❑s®❑❑❑❑ ❑❑❑ M❑❑1li J❑ SILAss ❑ ❑®❑❑❑❑ D❑®r❑ ❑®❑ ❑ ❑❑❑ M❑❑® ❑❑ SlItEss ®❑❑❑sue ❑®❑❑❑ ❑❑s®d ❑❑- M❑❑® ❑❑ ❑❑❑ ❑r❑ss®SCI?❑❑g®Q❑S❑® ❑❑®❑ ❑ SCE❑®❑ M❑❑® ❑❑ SCd❑❑g®❑ ❑®❑❑ ❑R®❑®L ❑❑M❑R❑SS®❑ ❑❑S❑S❑R❑SS❑S❑R❑® ❑❑R❑❑ ❑r❑®❑® CDM Smith Eagle Mountain WTF F1 A 1111111 B-123 Soo ❑I❑ ❑❑® RC-1 D 16'-17' ❑❑❑M ❑r❑®❑❑❑❑m 242031 MoInrElE Dark gray weathered limestone Do®❑ 12/5/24 S[d❑SS CIS S[d❑1111 ■emu / k ❑❑®m ❑❑®❑❑ ❑®❑❑ l ❑®❑❑ /* f � ❑®❑❑ 1 / ❑E10❑❑ ❑10 ❑m ❑® ❑® ❑® ❑® ❑® ❑® ❑® ❑® ❑® ❑ S[d❑® TEAM Consultants, Inc. ■■■■■■mRE I ■■i'�f■1ZTElz.m■ �i0:■■ ■■ ■■:■■■ m'iEI,II■■■■■■ ❑r❑®❑T ❑DMS❑®❑❑gl❑M❑❑❑®®Will] ❑❑1❑❑ ❑T❑❑ S❑❑❑1❑❑ R❑T D❑❑T❑ ❑❑TTT'T❑FV' ❑❑❑M ❑r❑®❑❑❑❑® ❑❑❑❑❑❑ D❑®❑ ❑❑TT❑ M❑mru❑ Da❑gr❑❑w❑❑To❑d I® ❑sT❑❑ ❑❑ LILIM ❑®❑❑ " D® ❑®❑❑ " M❑CS Tr❑ ❑❑❑T❑❑TSLM D mOm GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑L❑R❑ ❑ALILIM ❑®❑❑ D® ❑®❑❑ ❑rmL 3.319 ®° ❑❑Tr❑T❑®gs❑ ❑ ❑®r ❑LLgLILIm ❑®❑❑ " D® ❑®❑❑ ❑❑❑[DCg❑ ❑❑® ❑❑❑ W=gLI-g- ❑❑❑ml SBA® R®❑ ❑T❑❑ T❑❑as[M®❑® W❑❑WT [S❑1m❑m T ❑❑❑® Wet y (pct): 148.2 Sri® R®❑ 0.50 ® IM®❑® Dr❑WT❑S❑❑❑❑❑❑ ® ❑❑❑® Dry y (pc0: 139.3 L❑❑gTD®❑ ❑TV R❑T❑ 1.941 W®❑❑❑❑❑❑ ❑❑❑® W®❑❑Dr❑S❑m❑ 131.1 1 s❑❑T❑❑ ❑❑❑❑❑T❑d ❑❑❑ ❑r❑ss®❑ W®❑❑W❑OIKI 8.4 ❑ M❑CV®r❑❑ 6.4 g DTI F DF Tr SrF-SS TSnn SF rTg S ringT r ss r s Dill- Ti- S r- ❑r❑❑T°❑ L -d ❑❑Finds S TST T---s-r- 0.002 0.055 3.319 13.6 0.295 4.102 0.148 0.004 0.105 3.319 24.0 0.521 7.238 0.261 0.006 0.155 3.319 36.4 0.790 10.965 0.395 0.008 0.205 3.319 50.6 1.095 15.214 0.548 0.010 0.256 3.319 66.4 1.436 19.950 0.718 0.012 0.306 3.319 83.9 1.814 25.198 0.907 0.014 0.356 3.319 101.6 2.196 30.492 1.098 0.016 0.406 3.319 121.1 2.617 36.345 1.309 0.018 0.456 3.319 142.6 3.079 42.759 1.539 0.020 0.506 3.319 165.3 3.569 49.567 1.785 0.022 0.556 3.319 187.2 4.039 56.093 2.019 0.024 0.606 3.319 210.9 4.548 63.161 2.274 0.026 0.656 3.319 235.6 5.078 70.521 2.539 0.028 0.707 3.319 258.4 5.566 77.295 2.783 0.030 0.757 3.319 280.6 6.042 83.909 3.021 0.032 0.807 3.319 305.4 6.573 91.286 3.287 0.034 0.857 3.319 329.0 7.077 98.280 3.538 0.036 0.907 3.319 353.7 7.605 105.616 3.802 0.038 0.957 3.319 377.1 8.104 112.546 4.052 0.040 1.007 3.319 401.2 8.616 119.654 4.308 0.042 1.057 3.319 424.9 9.121 126.668 4.560 0.044 1.107 3.319 440.3 9.447 131.201 4.724 0.046 1.158 3.319 449.4 9.637 133.843 4.819 0.048 1.208 3.319 453.2 9.714 134.912 4.857 0.050 1.258 3.319 455.0 9.748 135.378 4.874 0.052 1.308 3.319 454.0 9.720 134.996 4.860 0.054 1.358 3.319 437.4 9.361 130.011 4.681 0.056 1.408 3.319 410.0 8.770 121.802 4.385 0.058 1.458 3.319 391.8 8.377 116.334 4.188 0.060 1.509 3.319 378.1 8.079 112.197 4.039 0.062 1.559 3.319 365.3 7.802 108.359 3.901 0.064 1.609 3.319 354.8 7.573 105.176 3.787 0.066 1.659 3.319 343.5 7.330 101.795 3.665 SCd❑T T]❑❑❑s®❑❑❑❑ ❑❑❑ M❑❑n JLJ SILAss LJ ❑T❑❑❑❑ D❑Tr❑ ❑TT ❑ ❑❑❑ M❑❑T ❑❑ SlItEss T]❑❑❑sT ❑T❑❑❑ ❑❑suLd u- M❑❑T ❑❑ ❑❑❑ ❑r❑ss®SC?❑❑gT TS❑T ❑T❑ ❑ SCV❑T ❑ M❑❑T ❑❑ SCd❑❑gT ❑ ❑T❑❑ ❑R®❑®L ❑❑M❑R❑SS®❑ ❑❑S❑S❑R❑SS❑S❑R❑® ❑❑R❑❑ ❑r❑®❑® CDM Smith Eagle Mountain WTF ❑olo ❑❑Q B-123 Soo ❑I❑ ❑❑® RC-2 D❑07iF 20'10"-21'3" ❑❑❑M ❑r❑®❑❑❑❑m 242031 MoUrElE Dark gray weathered limestone Do®❑ 12/5/24 SIVISS US SCd❑1111 ❑❑®❑❑ ❑❑®❑❑ ❑®❑❑ ❑ MLL ❑®❑❑ LULL ❑HOO ❑P ❑® ❑® ❑ SIVII TEAM Consultants, Inc. ■■■■■■mRE I ■■i'�f■1ZTElz.m■ �i0:■■ ■■ ■■:■■■ ■IMEI,II■I■■■■■ ❑r❑®❑® ❑DMS❑®❑❑g1❑M❑❑❑®®Will] ❑❑I❑❑ ❑®❑❑ S❑❑❑1❑❑ R❑® D❑❑®❑ ❑❑FV'®❑Er' ❑❑❑M ❑r❑®❑❑❑❑® ❑❑❑❑❑❑ D❑®❑ ❑❑®®❑ M❑mru❑ Dori] gr❑❑s❑d❑w®w❑❑®E]r❑d 11111❑s®❑❑ ❑❑ LILIM ❑®❑❑ " D® ❑®❑❑ " M❑CS®r❑ ❑❑❑®❑❑®SLM D m❑m GR❑❑❑®❑L D❑S❑R®❑®❑ ❑❑ ❑❑L❑R❑ ❑AIIIIM ❑®❑❑ D® ❑®❑❑ ❑rmL 3.320 ®° ❑❑®r❑®❑®gs❑ ❑ ❑®r ❑LALILIm ❑®❑❑ " D® ❑®❑❑ ❑❑❑[DCg❑ ❑❑® ❑❑❑ W=gLI-g- ❑❑❑T SBA® R®❑ ❑®❑❑ ®❑❑as[M®❑® W❑❑W® [S❑Im❑m ® ❑❑❑® Wet y (pct): 143.2 sr:l® R®❑ 0.50 ® Ill®❑® Dr❑W®❑S❑❑❑❑❑❑ ® ❑❑❑® Dry y (pc0: 130.4 L❑❑g®D®❑ ❑TV R❑®❑ 1.960 W®❑❑❑❑❑❑ ❑❑❑® W®❑❑Dr❑S❑m❑ 213.1 1 s❑❑m❑❑ ❑❑❑❑❑®❑d ❑❑❑ ❑r❑ss®❑ W®❑❑W❑OIKI 20.9 ❑ M❑CV®r❑❑ 9.8 g DTI F DF Tr SrF-SS TSnn SF rTg S r- gT r ss r s Dill- Tl- S r- ❑r❑❑®°❑ L-1-d nF--❑ds TSFF TST F-- --s-F- 0.002 0.050 3.320 43.3 0.939 13.041 0.470 0.004 0.100 3.320 76.2 1.652 22.941 0.826 0.006 0.149 3.320 108.0 2.338 32.473 1.169 0.008 0.199 3.320 140.8 3.048 42.334 1.524 0.010 0.248 3.320 170.5 3.689 51.236 1.845 0.012 0.298 3.320 199.2 4.308 59.830 2.154 0.014 0.348 3.320 225.2 4.868 67.603 2.434 0.016 0.397 3.320 251.1 5.424 75.327 2.712 0.018 0.447 3.320 273.9 5.914 82.132 2.957 0.020 0.496 3.320 295.4 6.376 88.545 3.188 0.022 0.546 3.320 315.8 6.811 94.592 3.406 0.024 0.596 3.320 335.8 7.239 100.539 3.620 0.026 0.645 3.320 355.6 7.662 106.412 3.831 0.028 0.695 3.320 375.0 8.077 112.168 4.038 0.030 0.745 3.320 395.3 8.510 118.182 4.255 0.032 0.794 3.320 415.2 8.934 124.075 4.467 0.034 0.844 3.320 435.0 9.355 129.928 4.678 0.036 0.894 3.320 455.3 9.787 135.927 4.894 0.038 0.943 3.320 475.6 10.218 141.903 5.109 0.040 0.993 3.320 496.2 10.655 147.983 5.328 0.042 1.042 3.320 518.1 11.119 154.421 5.559 0.044 1.092 3.320 540.5 11.593 161.010 5.797 0.046 1.142 3.320 563.4 12.081 167.774 6.040 0.048 1.191 3.320 584.3 12.520 173.883 6.260 0.050 1.241 3.320 605.3 12.964 180.045 6.482 0.052 1.291 3.320 624.2 13.363 185.584 6.681 0.054 1.340 3.320 636.1 13.612 189.042 6.806 0.056 1.390 3.320 642.7 13.745 190.887 6.872 0.058 1.439 3.320 644.6 13.779 191.361 6.889 0.060 1.489 3.320 631.3 13.489 187.334 6.744 0.062 1.539 3.320 602.5 12.867 178.698 6.434 0.064 1.589 3.320 524.2 11.188 155.377 5.594 0.066 1.638 3.320 390.5 8.330 115.694 4.165 SCd❑® ®❑❑❑s®❑❑❑❑ ❑❑❑ M❑❑ L JLJ SILAss LJ ❑®❑❑❑❑ D❑®r❑ ❑®❑ ❑ ❑❑❑ M❑❑® ❑❑ STE SS ®❑❑❑sue ❑®❑❑❑ u❑suLd u- M❑❑® ❑❑ ❑❑❑ ❑r❑ss®SCI?❑❑g®Q❑S❑® ❑❑®❑ ❑ SCV❑®❑ M❑❑® ❑❑ SCd❑❑g®❑ ❑®❑❑ LIR®❑®L ❑❑M❑R❑SS®❑ ❑❑S❑S❑R❑SSCS❑R❑® ❑❑R❑❑ oro®o® CDM Smith Eagle Mountain WTF ❑A11 ❑oQ B-124 Soo mi ❑[mRC-1 D 17'9"-19'8" ❑oEM oro®0000m 242031 MoUrElE Dark gray shale with weathered limestone Do®o 12/5/24 SEd❑SS Els SrF1- oo®oo oo®oo I I x oo®oo I I� oo®oo ❑ I a� � I ✓ — — — — — — — / -- -- I / o®oo I I o®oo o®oo t 010 o® ❑IT] o® o® ❑n] oU Sr TEAM Consultants, Inc. TEAMGeotechnical, Environmental, Construction Materials Testing Dallas / Consultants Arlington / McKinney Client: Corsair Consulting TEAM Project Number: 242031 Project: Eagle Mountain Water Treatment Facility Date: 12/4/2024 Sample Identification: B-124 ST-2 2'-4' Material Description: Dark brown sandy clay with limestone fragments Moisture Content (%): 21.9 Average Height (in): 5.371 Before Shear: X After Shear: Average Diameter (in): 2.764 Entire Specimen: Trimmings: X Height/Diameter Ratio: 1.943 Initial Dry Density (pcf): 104.3 Avg Rate of Strain (%/min): 0.93 *Void Ratio (e ): 0.616 *saturation (%): 95.9% Maximum Unconfined Compressive Stength (q„) (TSF): 0.99 "Strain at Failure (%): 8.2 55 Degrees Angular Strain Corrected Shear Strength (s„) Deflection (in) N Area (in2) Load (Ibs) Stress (TSF) (TSF) 0.010 0.2 6.01 19.9 0.24 0.12 0.040 0.7 6.05 49.7 0.60 0.30 0.080 1.5 6.09 63.0 0.76 0.38 0.120 2.2 6.14 69.3 0.83 0.42 0.160 3.0 6.19 73.5 0.88 0.44 0.200 3.7 6.23 76.4 0.92 0.46 0.240 4.5 6.28 78.4 0.94 0.47 0.280 5.2 6.33 79.5 0.95 0.48 0.320 6.0 6.38 80.1 0.96 0.48 0.360 6.7 6.43 81.2 0.97 0.49 0.400 7.5 6.48 81.9 0.98 0.49 0.440 8.2 6.54 82.5 0.99 0.49 0.480 8.9 6.59 82.3 0.99 0.49 0.520 9.7 6.65 81.0 0.97 0.49 0.560 10.4 6.70 79.5 0.95 0.48 0.600 11.2 6.76 77.7 0.93 0.47 0.640 11.9 6.81 75.4 0.90 0.45 0.680 12.7 6.87 71.5 0.86 0.43 0.720 13.4 6.93 69.5 0.83 0.42 0.740 13.8 6.96 68.5 0.82 0.41 Remarks: *A specific gravity of 2.70 is assumed for the calculation of these values. **No decrease in stress to 15% strain. Performed By: D. Bush Reviewed By: J. Williamson 1 of 2 Unconfined Compressive Strength of Cohesive Soil (ASTM D2166) TEAM Consultants Client: Corsair Consulting Project: Eagle Mountain Water Treatment Facility Sample Identification: B-124 ST-2 2'-4' Material Description: Dark brown sandy clay with limestone fragments Stress -Strain 1.2 Geotechnical, Environmental, Construction Materials Testing Dallas / Arlington / McKinney TEAM Project Number: Date: 1.0 0.8 `� 'O Ln V / v i 0.6 v / u 0.4 0.2 0.0 0.0 Remarks: 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Strain (%) 242031 12/4/2024 16.0 2 of 2 Unconfined Compressive Strength of Cohesive Soil (ASTM D2166) 2.0 1 SITE AND SUBSURFACE CONDITIONS Appendix E - Monitoring Well Installation Logs and Monitoring Data smith EAGLE MOUNTAIN WATER TREATMENT PLANT PHASE IV EXPANSION GEOTECHNICAL DATA REPORT I PAGE E-1 Smith Client: City of Fort Worth Project Name: Eagle Mountain WTP Project Location: Fort Worth, Texas Project Number: 294565 GROUND SURFACE Remarks: Monitoring Well Installation Log Contractor: CoreCo USA Boring/Well No. Driller: Tyler Ritcherson Date Installed: Ground EL: 804 Logged By: Riser EL: 803.8 Page: ROADWAY BOX 12400 Coit Rd #400 Dallas, TX 75243 (214)-346-2800 B-107/PZ-A 5/15/2024 Guanjie Chen, EIT 1 of 2 SURFACE SEAL: Steel Cover and Concrete Pad (2' x 2' x 1') (Thickness & Type) BACKFILL MATERIAL: Bentonite Chips/Plug (Type) TOP OF SEAL: 1' SEAL CONSTRUCTION: Bentonite Chips/Plug (Thickness & Type) TOP OF SANDPACK: 3' RISER CONSTRUCTION: 2" O.D. PVC Pipe, 10 Slot (Type, Diameter Material) TOP OF SCREEN: 4.5' SANDPACK TYPE: 20-40 Silica Sand SCREEN MATERIAL: 2" O.D. PVC Pipe, 10 Slot (Type, Slot, Diameter Material) BOTTOM OF SCREEN: 14.5' BOTTOM OF BOREHOLE: 15' BOREHOLE DIAMETER: 7' 7/8" NOTE: All depths are in feet below ground surface, unless noted otherwise. Smith 12400 Coit Road Suite 400 Dallas, TX 75251 Monitoring Well Report (214)346-2800 Client: City of Fort Worth, TX Project Name: Eagle Mountain WTP Ground Surface EL: 804 Boring/Well No. B-107/PZ-A Project Location: Fort Worth, TX Riser EL: 803.8 (Page: 1 of 2 Project Number: 294565 Elapsed Time Depth of Water From Elevation of Water (ft) Remarks Read B y Date Time (days) Top of Riser (ft) 5/15/2024 11:00 AM 0 0 803.8 GC 5/17/2024 8:00 AM 1 3 800.8 GC 5/20/2024 8:00 AM 3 3.5 800.3 GC 11/12/2024 11:00 AM 181 12.5 791.3 GC Remarks Updated On: 04/09/01 Smith Client: City of Fort Worth Project Name: Eagle Mountain WTP Project Location: Fort Worth, Texas Project Number: 294565 GROUND SURFACE Remarks: Monitoring Well Installation Log Contractor: CoreCo USA Boring/Well No. Driller: Tyler Ritcherson Date Installed: Ground EL: 798 Logged By: Riser EL: 797.8 Page: ROADWAY BOX 12400 Coit Rd #400 Dallas, TX 75243 (214)-346-2800 B-109/PZ-B 5/14/2024 Guanjie Chen, EIT 1 of 2 SURFACE SEAL: Steel Cover and Concrete Pad (2' x 2' x 1') (Thickness & Type) BACKFILL MATERIAL: Bentonite Chips/Plug (Type) TOP OF SEAL: 1' SEAL CONSTRUCTION: Bentonite Chips/Plug (Thickness & Type) TOP OF SANDPACK: 5' RISER CONSTRUCTION: 2" O.D. PVC Pipe, 10 Slot (Type, Diameter Material) TOP OF SCREEN: 6.5' SANDPACK TYPE: 20-40 Silica Sand SCREEN MATERIAL: 2" O.D. PVC Pipe, 10 Slot (Type, Slot, Diameter Material) BOTTOM OF SCREEN: 16.5' BOTTOM OF BOREHOLE: 17' BOREHOLE DIAMETER: 7' 7/8" NOTE: All depths are in feet below ground surface, unless noted otherwise. Smith 12400 Coit Road Suite 400 Dallas, TX 75251 Monitoring Well Report (214)346-2800 Client: City of Fort Worth, TX Project Name: Eagle Mountain WTP Ground Surface EL: 798 Boring/Well No. B-109/PZ-B Project Location: Fort Worth, TX Riser EL: 797.8 (Page: 2 of 2 Project Number: 294565 Elapsed Time Depth of Water From Elevation of Water (ft) Remarks Read B y Date Time (days) Top of Riser (ft) 5/14/2024 11:00 PM 0 0 797.8 GC 5/15/2024 8:00 AM 1 0 797.8 GC 5/17/2024 8:00 AM 3 0 797.8 GC 5/20/2024 8:00 AM 6 0 797.8 GC 11/12/2024 11:00 AM 182 2 795.75 GC Remarks Updated On: 04/09/01 SC-4.02.2 Subsurface Utility Engineering Report CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 SC-4.02.3 Eagle Mountain Record Drawings CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK. 21-inch Sanitary CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sewer Eagle Mountain WTP Phase IV Expansion City Project No. 105176 THIS PAGE INTENTIONALLY LEFT BLANK. FORT WORTH. ""r WATER BETSY PRICE MAYOR DAVID COOKE CITY MANAGER DOUG W. WIERSIG Ph.D., P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT KARA L. SHUROR INTERIM DIRECTOR, WATER DEPARTMENT D.O.E. NO. 7214 FILE NO. X-24023 THE CITY OF FORT WORTH, TEXAS WATER DEPARTMENT MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASE I SANITARY SEWER REPLACEMENT - PART II /I PROJECT LOCATION LOCATION MAP N.T.S. SANITARY SEWER IMPROVEMENTS RECORD DRAWINGS X- 24023 FORT WORTH P!lt�A-�1!417S MSI TFm NE GENE— OON—OR PM E a oe RE�a. P on Office (6J2) 152-4604 F (7 -IS MENT 'S NOT To BE USED OR SSUED R i3) 4J2-3261 02/21/2020 CITY -PROVIDED STATIONS SHOWN IN RED TEXT THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED FOR RECORDING. THE ENGINEER ASSUMES NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS. CHRIS HARDER, P.E. DATE: ASSISTANT DIRECTOR, WATER DEPARTMENT RIAD NUSRALLAH, P.E. DATE: STREET PROGRAM MANAGER TONY SHOLOLA, P.E. DATE: ENGINEERING MANAGER SEWER PROJECT NO. 59607-070430-CO2223-CO1787 2019 ROBERT SAUCEDA, P.E. DATE: CITY PROJECT NO. 02223 PROJECT MANAGER 0 N X- 24023 REVISIONS N0. A DESCRIPTION 1 A RECORD DRAWINGS DATE 09/27/19 't SHEETINDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 SHEETINDEX 3 OVERALL SITE LAYOUT MAP AND CONTROL POINTS 4 GENERAL NOTES I 5 GENERAL NOTES II 6 LEGEND UNIT I WATER AND SANITARY SEWER IMPROVEMENTS 1 PLAN AND PROFILE STA. 0+00 STA. 5+50 2 PLAN AND PROFILE STA. 5+50 STA. 10+00 3 PLAN AND PROFILE STA. 10+00 STA. 14+50 4 PLAN AND PROFILE STA. 14+50 STA. 19+00 5 PLAN AND PROFILE STA. 19+00 STA. 23+50 6 PLAN AND PROFILE STA. 23+50 STA. 28+00 7 PLAN AND PROFILE STA. 28+00 STA. 32+50 8 PLAN AND PROFILE STA. 32+50 STA. 37+00 9 PLAN AND PROFILE STA. 37+00 STA. 41+50 10 PLAN AND PROFILE STA. 41+50 STA. 46+00 11 PLAN AND PROFILE STA. 46+00 STA. 50+50 12 PLAN AND PROFILE STA. 50+50 STA. 55+00 13 PLAN AND PROFILE STA. 55+00 STA. 57+62.20 14 EROSION CONTROL PLAN (1 OF 3) 15 EROSION CONTROL PLAN (2 OF 3) 16 EROSION CONTROL PLAN (3 OF 3) 17 EROSION CONTROL DETAILS 18 EROSION CONTROL DETAILS 19 TRAFFIC CONTROL PLAN - CROMWELL MARINE CREEK ROAD 20 TRAFFIC CONTROL PLAN - REDEAGLE CREEK DRIVE 21 TRAFFIC CONTROL PLAN - BOAT CLUB ROAD 22 TRAFFIC CONTROL DETAILS 23 CITY OF FORT WORTH STANDARD DETAILS 1 24 CITY OF FORT WORTH STANDARD DETAILS 11 25 CITY OF FORT WORTH STANDARD DETAILS III 26 CITY OF FORT WORTH STANDARD DETAILS IV 27 CITY OF FORT WORTH STANDARD DETAILS V `EROSION CONTROL AND TRAFFIC CONTROL SHEETS NOT INCLUDED IN RECORD DRAWING. CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT OF PROPOSED RIGHT OF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T (817)-338-6202 FORT WORTH WATER DEPT.—FIELD OPERATIONS (817) 871-8296 ATM OS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800—DIG—TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED FE IGOWRID USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED + CONDITIONS TO THE EXTENT THAT THI 1-11T 11 FIR 11 DOCUMENTED CHANGES WERE PROVIDED crvcau corrtrucroR FOR RECORDING. THE ENGINEER ASSUMES a HM, LP P3asnain�nH RIC NO LIABILITY FOR UNDOCUMENTED CHANGES o& AND CERTIFIES ONLY THAT THE ro (ai j zsz-aeaa "E (zn) azz-szez DOCUMENTED CHANGES ARE ACCURATELYR ISSUE DEPICTED ON THESE DRAWINGS. DOE #7214 K—XXXX CITY PROJECT #02223 MAPSC0-32(T/U/X/Y) SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II SHEETINDEX DRADESIGNWN:ED. DB MAB I SCALE: A I DATE: 09/27�19 I 2 SOFT 6 0.i -SIERRA MADRE DRIVE -�; L -- -- ¢ � ♦ I 00 0 12" PV - - _N 6" PVC 8" ROBERTSON ROAD -- -- -- -- - x A S ROBERTS SURVEYABS 1262 BOAT CLUB RD o1111 STATE" Lacuna D aT o AN D aoaFais suavFYa-, DALLASX.2190. D1I-07- VLMC INC B L4C-NDROAD - - - - - FORT 0� O 1 m N r - � r U � av SEWER LINE QUANTITIES: m ABANDON APPROXIMATELY 1,045 LF OF EXISTING 15" SS REPLACE APPROXIMATELY 4150 LF OF 795.9oz EXISTING 15" SS WITH 21 " SS BY PIPE CP 119 "5/8 CIRS RED CAP" ENLARGEMENT Surface Coords: N:6997691 .531 E:2299783.882 INSTALL APPROXIMATELY 1550 LF 21" SS Grid State Plane Coords: N:6996774.051 BY OPEN CUT :2299482.354 cr cr LU I r l I Z a 1 O FERNCREEKLANE 9 IIIIIIIIIIITT \a 1 786.052 CP 117 "5/8 CIRS RED CAP" - Surface Coords: N:6996684 253 E:2300129.344 Grid State Plane Coords: N:6995766 906 E:2299827.77 ill N wl I I I I I I I T p l 001 41 YI I I -I I =1 I -- -- ---Sri IIOF I wI TI I I "I I 805.392 120 "5/8 CIRS RED CAP" Y zz-Surface Coords: N:6998826.264 Su E:2299690.500500 Grid State Plane Coords: N:6997908.636 1 E:2299388.984 �� II II I II I J LOT11 BLOCK1 MBWRDCITY OF FORT WORTH -- I»I w A1000 THROCKMORTON STREET FORT WORT, TX 76102 D2BD, 793.412 CP 118 "5/8 CIRS RED CAP" Si - Surface Coords: N:6997199.185 - - E:2299926.418 d Grid State Plane Coords: N:6997199.185 E:2299926.418 OCr 0 AMES IT C 6- CROMWELL MARINE CREEK RD THE AN D 36 sRWo2ozo4ofii4]BSR " 1 LOTEK ANC A MARINE CREEK RANCH ADDITION 67 21 C MARINE CREEK RANCH E Z_ D214u46B6 0 '9" wr: " lllL II'I�II p�I�/yIr/y/�� MARINE ASSOCIATION. / H3-CAYERSASSOCIATION, INC 0 31020AK LAWN AVE SUITE 202 DALLAB, TX 75218 U) W 771.760 CP 113 "5/8 CIRS RED CAP" - TRACTS 1B,czc -Surface Coords: - JAMESHCONWILL SURVEY ABS 343 Z I. N:6995739.149 - 9 B_ CROMWELL MARINE CREEK RD Q E:2301133.730 - y� INTERNATIONAL UNION OF >� Grid State Plane Coords: - OPERATING ENGINEERS H178 > N:6994821.925 4026 RUSE SNOW DR Q E:2300832.024 - FORT WORTH, TX ]6180 m T - - D- 614 -- 760.690 0 1 783.112 CP 109 "5/8 CIRS RED CAP" CP 116 "5/8 CIRS RED CAP" SURFACE COORDS: Surface Coords: N:6995101.457 N:6996214.438 � E:2301898.437 E:2300361.403 1% GRID STATE PLANE COORDS. Grid State Plane Coords: - V N:6994184.317 N:6995297.152 00 �71� E:2301596.631 E:2300059.799- _ I _ �CROMW_EL_L MARINE C_F c_ER BOAC CROMWELL MARINE CREEK ROAD TI 774.442 BM 87154 COFW BRASS DISC Surface Coords. N:6995688.176 E:2301019.073 Grid State Plane Coords: N:6994770.959 E:2300717.382 ` 1 a ld Tl 1 rD I - - - - - - - - I I I 1766.860 - 753.300 CP 108 "5/8 CIRS RED CAP" SURFACE COORDS: N:6994997.285 E:2302354.088 GRID STATE PLANE COORDS: N:6994080.158 E:2302052.222 1 REVISIONS NO. A DESCRIPTION DATE A RECORD DRAWINGS 09/27/19 `1- N W 0 A M N N H w CONSTRUCTION NOTES w NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO , EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATM Os ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED FE4'lIt'>� USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED ENEKCDONW AcroR FOR RECORDING. THE ENGINEER ASSUMES " RE HM, LP. NO LIABILITY FOR UNDOCUMENTED CHANGES o& AND CERTIFIES ONLY THAT THE a (e.] j 2s2- 1 v p1R a]z-e2e2 DOCUMENTED CHANGES ARE ACCURATELY THIS E T IS HOT TO BE uBED I-ED FOR DEPICTED ON THESE DRAWINGS ANB THE ENcwEER RcsroNSlB,c FOR SA&Nc THIB D-E. DOE #7214 K-XXXX CITY PROJECT #02223 MAPSC0-32(T1U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II v �c� OVERALL SITE LAYOUT MAP AND CONTROL POINTS DRAWN:ED: MAB I SCAN/A I DATE:09/27/19 I 3 SOFT 6 REVISIONS N0. A DESCRIPTION 1 A RECORD DRAWINGS DATE 09/27/19 't GENERAL NOTES DIVISION 01 - GENERAL REQUIREMENTS GENERAL: 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WORK, THE COST OF WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. a. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW.TEXAS811.ORG) TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. b. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION • ONCOR 817-215-6288 • TXU 1-800-233-2133 c. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT ATMOS GAS 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A GAS LINE (COLLIN YARBROUGH: 214-695-4808) d. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: • AT&T (GARY TILLORY) 817-338-6202 CHARTER COMMUNICATIONS 817-246-5538 e. CAUTIONI WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH T/PW, 72 HOURS PRIOR TO EXCAVATION (JIM WALKER: 817-392-8100). THE CONTRACTOR SHALL PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT THE INTERSECTION. f. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 HOURS PRIOR TO THE START OF ANY EXCAVATION (ROBERT SAUCEDA: 817-392-4477) 2. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. 3. PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED IN THE DRAWINGS. DIVISION 33 - UTILITIES GENERAL: 1. FOR UTILITY WORK WITHIN UTILITY EASEMENTS, ONCE PIPE OR APPURTENANCES HAVE BEEN INSTALLED OR REHABILITATED, IMMEDIATELY COMMENCE TEMPORARY SURFACE RESTORATION. COMPLETE SURFACE RESTORATION TO THE OWNER'S SATISFACTION WITHIN SEVEN (7) DAYS OF WORK FINISHING ON -SITE. FAILURE TO MAINTAIN SURFACE RESTORATION, AS NOTED ABOVE, MAY RESULT IN SUSPENSION OF WORK UNTIL RESTORATION IS COMPLETE. 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND HAVE NOT BEEN FIELD VERIFIED, UNLESS OTHERWISE NOTED. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. IF FIELD CONDITIONS VARY FROM THOSE SHOWN ON DRAWINGS CONTRACTOR SHALL NOTIFY CITY. 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 4. ESTABLISH AND MAINTAIN A TRENCH SAFETY SYSTEM IN ACCORDANCE WITH THE EXCAVATION SAFETY PLAN AND FEDERAL, STATE OR LOCAL SAFETY REQUIREMENTS. 5. PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES. 6. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. SANITARY SEWER: 1. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. 2. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH OPENING CLEAN OUTS. 3. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH THE DETAILS. STORM DRAIN: 1 MAINTAIN THE EXISTING STORM DRAINAGE SYSTEM DURING CONSTRUCTION. IN NO CASE SHOULD THE CONTRACTOR LEAVE THE EXISTING STORM DRAIN OUT OF SERVICE WHEREBY RUNOFF WOULD CAUSE DAMAGE TO ADJACENT PROPERTY. 2. TAKE APPROPRIATE MEASURES TO PRESERVE WILDLIFE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES. DIVISION 34 - TRANSPORTATION TRAFFIC CONTROL: 1 THE CONTRACTOR SHALL SUBMIT A WORK SCHEDULE, THE TRAFFIC CONTROL PLAN INCLUDED IN THIS DRAWING SET, AND ACQUIRE A STREET USE PERMIT FROM STREET MANAGEMENT, AT 311 W. 10TH STREET. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PEDESTRIANS AND MOTORISTS IN THE AREA OF THE TRAFFIC SIGNAL CONSTRUCTION SITE. 3. CONTRACTOR SHALL ARRANGE CONSTRUCTION TO FOLLOW TRAFFIC CONTROL PLAN AS PROVIDED IN DRAWINGS. 4. ALL CONSTRUCTION OPERATIONS SHALL BE CONDUCTED TO PROVIDE MINIMAL INTERFERENCE TO TRAFFIC. ALL TRAFFIC SIGNAL EQUIPMENT INSTALLATIONS SHALL BE ARRANGED SO AS TO PERMIT CONTINUOUS MOVEMENT OF TRAFFIC IN ALL DIRECTIONS AT ALL TIMES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNAGE NECESSARY DURING CONSTRUCTION. 6. UNLESS OTHERWISE NOTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SIGNAL INDICATIONS AND TIMING ARE ADJUSTED AND MAINTAINED TO ENSURE SAFETY IN WORK ZONE AT ALL TIMES 7. ANY TRAFFIC SIGNAL MODIFICATIONS DURING CONSTRUCTION ARE SUBSIDIARY TO TRAFFIC CONTROL PLAN (TCP) PAY ITEM. 8. ANY TRAFFIC SIGNAL MODIFICATIONS SHOULD BE IN COMPLIANCE WITH THE LATEST VERSION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) AND THE CITY OF FORT WORTH STANDARDS. 9. THE CONTRACTOR SHALL SUBMIT ANY PROPOSED TRAFFIC SIGNAL MODIFICATIONS TO THE TRAFFIC SIGNAL SECTION FOR THEIR APPROVAL TEN (10) DAYS PRIOR TO ANY CHANGES. CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT OF PROPOSED RIGHT OF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED FOR RECORDING. THE ENGINEER ASSUMES NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS FEE GUE2+D DltA l �(e ) zsz- 1 r (71) 47 -iz6z S DO —ENT S T To BE USED OR I—ED FOR DOE #7214 K-XXXX C17-Y PROJECT #02223 MAPSCO-32(T1U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II GENERAL NOTES - I DESIGNED. DB I SCALE: DATE: SHEET DRAWN: MAB 1 09/27/19 4 OF 6 0.i DATE GENERAL NOTES SANITARY SEWER CONSTRUCTION NOTES GENERAL i. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY TRAFFIC ENGINEER FOR APPROVAL PRIOR TO THE PRE —CONSTRUCTION MEETING. TWO—WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAVEL AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE ON MINOR STREETS ONLY. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES AND ETC. FOR THE GUIDANCE AND PROTECTION OF OFF TRAFFIC AND PEDESTRIANS, MUST CONFORM TO THE INSTALLATION SHOWN IN THE MOST CURRENT VERSION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION. THE COST FOR TRAFFIC CONTROL SHALL BE SUBSIDIARY TO THE UNIT PRICES FOR THIS PROJECT. 2. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR THIS PROJECT. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE PRE —CONSTRUCTION MEETING. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF FORT WORTH WATER DEPARTMENT STANDARD SPECIFICATIONS AND DETAILS, EXCEPT WHERE MODIFIED IN THE PLANS OR IN THE SPECIAL CONDITIONS OF THE CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THE LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTORS CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE CITY INSPECTORS. THE CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE CONSIDERS AS SUBSIDIARY TO THE COST OF PROJECT AND NOT ADDITIONAL COMPENSATION SHALL BE ALLOWED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY, NOT A SEPARATE PAY ITEM. 6. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK IN PRIVATE PROPERTY, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION, SURFACE RESTORATION MUST BE COMPLETED TO THE OWNERS SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATION ACTIVITIES. 7. THE CONTRACTOR MAY ELECT TO VIDEO ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND MAIN.LATERAL NAME. THIS PRE —CONSTRUCTION VIDEO TAPING OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY WORK. 8. CONTRACTORS PERSONNEL SHALL HAVE IDENTIFYING CLOTHING OR HATS AT ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. 9. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. AND 6:00 P.M UNLESS APPROVED OR DIRECTED BY THE ENGINEER. 10. THE LOCATION OF ALL SANITARY SEWER, WATER, TELEPHONE, GAS, ELECTRIC, CABLE TELEVISION UTILITIES, DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC., WHICH MAY BE SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATIONS, AND CONFIGURATION OF ALL UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND PROPERTY OWNERS TO MARK AND LOCATE ALL UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 11. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPE SLOPES WERE ADJUSTED TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY UNLESS OTHERWISE NOTED. 12. THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND, THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE CABLES, SANITARY SEWER LINES, WATER LINES, TU CABLES, DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. THE CONTRACTORS IS LIABLE FOR ALL DAMAGES DONE TO SUCH EXISTING FACILITIES AS A RESULT OF THE CONTRACTORS OPERATIONS. 13. CONTRACTOR SHALL CONDUCT A PRE —CONSTRUCTION TELEVISION INSPECTION OF ALL EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED OR REHABILITATED VIA TRENCHLESS METHODS, TO VERIFY LOCATIONS OF ALL SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. 14 CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED TO NEW SEWER MAIN/LATERAL. CONTRACTOR SHALL NOTIFY THE CITY OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION SO MODIFICATIONS TO THE PLANS CAN BE MADE IF NECESSARY. NOT A SEPARATE PAY ITEM, THIS WORK SHALL BE SUBSIDIARY TO PRE —CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER LINES. 15 CONTRACTORS SHALL VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. CONTRACTOR SHALL NOTIFY CITY OF ALL KNOWN ILLICIT CONNECTIONS. 16 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER CONNECTIONS TO ALL HOMES AND BUSINESSES IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS ON THE SERVICE FOR SEWER SERVICES TO BE REINSTALLED, IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 17 THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS, FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF THE NEW PIPE AND/OR ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH OPENING CLEAN OUTS. 18 THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF CITY PARKS AND COMMUNITY SERVICES AND/OR AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES, RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC. IN OR NEAR PROPOSED CONSTRUCTION AREA. AN URBAN FORESTRY PERMIT IS NOT REQUIRED FOR TREE REMOVAL AND/OR REPLACEMENT. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM. 19. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN THE EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES, WOODEN OR CHAINLINK, SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCING. ALL AFFECTED PROPERTY OWNERS SHALL BE NOTICED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICES FOR VARIOUS ITEMS LISTED IN THE PROPOSAL. 20. CONTRACTOR SHALL SAWCUT EXISTING CURB AND GUTTER, PAVEMENT, DRIVEWAYS, AND SIDEWALKS AT AREAS WHERE PAVEMENT OR CONCRETE IS TO BE REMOVED. SAWCUTS WILL BE CONSIDERED SUBSIDIARY TO THE PRICE BID FOR LINEAR FEET OF SANITARY SEWER. 21. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE RE—ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADES SHALL BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM, BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE. 22. ALL EMBEDMENT SHALL BE IN ACCORDANCE WITH CITY OF FOR WORTH WATER DEPARTMENT SPECIFICATIONS. ALL PAVEMENT REPAIR SHALL BE PER CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS PAVEMENT REPAIR FIGURES STR-028 TO STR-031. PAVEMENT AREAS SHALL RECEIVE BACKFILL. NONPAVED AREAS SHALL RECEIVE TYPE "B" OR "C" BACKFILL PER CITY OF FORT WORTH WATER DEPARTMENT SPECIFICATIONS. 23. ALL DRIVEWAYS, WHICH ARE OPEN CUT, SHALL HAVE AT LEAST A TEMPORARY RIDING SURFACE AT THE END OF EACH DAY. THE TEMPORARY SURFACE WILL BE CONSIDERED A NON —PAY ITEM. 24. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTIONS OF PIPE PRIOR TO BEING REPLACED OR REHABILITATED. NOT A SEPARATE PAY ITEM. PAYMENT SHALL BE INCIDENTAL TO REPLACEMENT OF SEWER. 25. NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS AND WATERTIGHT MANHOLE INSERTS SHALL BE PROVIDED WITH ALL NEW MANHOLES, AS REQUIRED FOR THIS PROJECT. FOR STANDARD MANHOLES, USE ARMOROCK OR APPROVED EQUAL. FOR DROP MANHOLES, A HIGH —BUILD EPDXY INTERIOR COATING SYSTEM (SPECTRASHIELD OR APPROVED EQUAL) SHALL BE APPLIED. 26. THE CONTRACTORS IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. 27. THE CONTRACTOR SHALL CLEANUP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD AS OR BETTER THAN WHICH EXISTED PRIOR TO REPLACEMENT OR REHABILITATION OF THE PIPE. 28. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT ALL SURPLUS MATERIAL THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTORS SHALL PROVIDE A LETTER STATING SO. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST. REVISIONS NO. A DESCRIPTION 1 A RECORD DRAWINGS CONSTRUCTION NOTES 09/27/19 't NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT OF PROPOSED RIGHT OF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T (817)-338-6202 FORT WORTH WATER DEPT.—FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800—DIG—TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED FOR RECORDING. THE ENGINEER ASSUMES NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS RX;C;U Z�DJ p¢�y D�Li lNffc a sn m OR iM ON°oNRrr; NRic°nir°` "�' " ora (eiz7 zsz-aeo+ vo= (�r) nz-3zszCONSULTAT ON AND Ap"MAL By "- DOE #7214 K—XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—0O2223—001787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II GENERAL NOTES II DRAWN DESIGNED: MAB I SCAN/A I DATE:09/27/19 I 5 SOFT 6 0.i REVISIONS NO. A DESCRIPTION DATE A RECORD DRAWINGS 09/27/19 't ANTENNA AERIAL T ® BOX TARG BORE LOC o BRACE PO o,CLEANOUT 0 CABLE TV ❑© CABLE TV FAUCET O FIRE HYD ® GAS METE O GUY POLE ,&GPS MONU GUY ANCH TA ®HIGH VOL TRANS TO (0 ELEC. JU ( TELE JU • LIGHT PO LUMINARE MAILBOX --7 WIRE FEN TOW EXISTING STANDARDS LEGEND TOPOGRAPHIC ® ELEC. MANHOLE PROPOSED SEWER EASEMENT BOUNDARY © TRAVERSE POINT ■ TYPE I CONCRETE MONUMENT FOUND ■ TYPE II MONUMENT SET ■ TYPE II MONUMENT FOUND 1/2 IRON PIPE FOUND UNLESS NOTED 1/2 IRON ROD SET W/ PLATIC CAP 1/2 IRON ROD FOUND UNLESS NOTED • 1/2 IRON ROD FOUND CAPPED 60 D NAIL SET UNLESS NOTED 60 D NAIL FOUND UNLESS NOTED CALCULATED POINT AXLE FOUND FENCE POST R PROPERTY LINE CL CENTER LINE RECORD INFORMATION O.BPOINT OF BEGINNING O.RPOINT OF REFERENCE P.C.POINT OF CURVATURE P.T. POINT OF TANGENCY SMT.FASFMFNT D.E.DRAINAGE EASEMENT U.E. PUBLIC UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT — — — — PROPERTY LINES ABBREVIATIONS: APPROX. APPROXIMATE ARV AIR RELEASE VALVE ASSY. ASSEMBLY BEV BUTTERFLY VALVE BOV BLOW OFF VALVE C&G CURB AND GUTTER CL CENTERLINE CR COUNTY ROAD CARV COMBINATION AIR VALVE COMM COMMUNICATIONS DEFL DEFLECTION DIA. DIAMETER D.I.P. DUCTILE IRON PIPE E EASTING ECC ECCENTRIC EL ELEVATION ESMT EASEMENT EXIST EXISTING FH FIRE HYDRANT FM FARM TO MARKET HIGHWAY FOC FIBER OPTIC CABLE GB GRADE BREAK HWY. HIGHWAY IE INVERT ELEVATION IH INTERSTATE HIGHWAY INV INVERT LF LINEAR FEET LOC LIMITS OF CONSTRUCTION LT LEFT MH MANHOLE MW MONITORING WELL N NORTHING NG. NATURAL GROUND N.F.V. NOT FIELD VERIFIED N.I.T.C. NOT IN THIS CONTRACT (BY OTHERS) OH OVERHEAD OHE OVERHEAD ELECTRIC PERM. PERMANENT PROP PROPOSED PP POWER POLE OR PRESSURE PLANE DUE PUBLIC UTILITY EASEMENT OWL POTABLE WATERLINE RCCP REINFORCED CONCRETE CYLINDER PIPE ROW RIGHT—OF—WAY RT RIGHT SD STORM DRAIN SH STATE HIGHWAY SS SANITARY SEWER SST STAINLESS STEEL STA STATION SW SIDEWALK TCE TEMPORARY CONSTRUCTION EASEMENT TEMP TEMPORARY UT UNDERGROUND TELEPHONE WE WATERLINE WEE WATERLINE EASEMENT WW WASTEWATER WWL WASTEWATER LINE N CA N F_ z W CONSTRUCTION NOTES w U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, Q RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE pa., 5' UNLESS OTHERWISE NOTED. W NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT (� OF PROPOSED RIGHT OF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 on FORT WORTH WATER DEPT.—FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800—DIG—TESS z HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED ?� fo CONDITIONS TO THE EXTENT THAT THIS RB c or >xE DOCUMENTED CHANGES WERE PROVIDED cENNE CDOM TOR FOR RECORDING. THE ENGINEER ASSUMES PM CONSTRUCT ON & REHAB, LP NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE orrxa (eat) 2s2-4e04 F (71) 472-32e2 DOCUMENTED CHANGES ARE ACCURATELY T'S D`CUENT IS NOT TO BE USED OR ISSUED FOR DEPICTED ON THESE DRAWINGS nNo SSE ENcwEER REsvorvSiBrc FOR Scwuc TBIS o UMENT DOE #7214 K—XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II LEGEND DRAWN DESIGNED: MAB I SCAN/A 1 DATE:09/27/19 I 6 SOFT 6 TRACTS SURVEY 2c j - / QJNV i \ \ REVISIONS JAMES H TRACTSL SURVEV ABS 343 J x — 6300 CROMWELL MARINE CREEK RD L erg �Pp — --- --- NO. Q DESCRIPTION CITY -PROVIDED STATION. 128+92.26 ' O 1 RECORD DRAWINGS INTERNATIONAL UNION OF STA 2+68.45. MH-24 .I PP�'� / III `1�1ARNING I I I OPERATING ENGINEERS#178 REMOVE: EXISTING SS MH + f / �P 6Dl \ EXISTING OVERHEAD/UNDERGROUND 4025 RUFE SNOW DR CONSTRUCT: 4' DIA P P 5Q d 9� TELEPHONE, ELECTRIC AND UNDERGROUND FORT WORTH, TX 76180 STD ARMOROCK SS MIT G P b 4'D �— D202040614 / N: 6995640.69 D d / 9 61" V / GAS AND FIBER OPTIC UTILITIES IN THE AREA. l 6995640.69 / SSMH 128 1.55 \ CONTACTUTILITY 48HOURSPRIORTO - - / y� '� \ CONSTRUCTION AT AT DIG-TESS, 811: I r O FL(15" n�765.61' /- / B-6 CITY -PROVIDED STATION: 127+24.62 6+ Ea FL "but)=765.50' / \ �� \ 2 —STA 1+0000 MH-18 \ = �T 'c CONNECT TO PHASE I PART I (EX. STA 1+00) 4' DIA STD ARMOROCK SS MM N: 6995616.70 2 / E: 2301162.46 STA 1+84.41. MIT -23 CONSTRUCT: 4' DIA STD ARMOROCK SS MH1 TaD N: 6995651.18 E: 2301087.85 CITY -PROVIDED STATION: 128+08.23 'T,x 6n�E �tg 5 SUD/ 'dO / PPE, 785 780 775 770 765 760 755 750 745 0+75 ' Dl1,Ld�dyS aca ,cs 5� l Dv Dka asa .csSD SD 5D / / dJtl 96 SD CITY -PROVIDED STATION: 127+6620 STA 1+42 50. MH-22 r �j// REMOVE: EXISTING SS MHi /I -/ CONSTRUCT: 4' DIA 1 STD ARMOROCK SS MIT N 6995642.78 E: 2301.12B 90 -. 15' SANITARY \ '-SEWER EASEMENT l� aOR+ 4 LF 3 OON ENC CQ`1 G� VOL 6690-PG -82910 O \ 771 769 3 �� `�� \ \`�21 SS \ ' IT '768— u° 774.442 / COFW \ 15 -SANITARY SEW(R�MQTT \ U7 BM 87fi84 BRASS DISC — ` Surfoce Coords, 7 VOL. 6690„ PG. 829 1019.073 \ D179512758 \ \ \ 9 / y —E2 770— Grid State Plan C-111— N'6477C. 59 \ \ -l- --C�300717382 _ _ \ \ IJI 141 _ TRACTS 1B 1C2C _ JAMES H CONWILL SURVEY ABS 343 _ 6300 CROMWELL MARINE CREEK RD Q INTERNATIONAL UNION OF OPERATING ENGINEERS#178 4025 RUFE SNOW DR \ / FORT WORTH, TX 76180 / D202040614 M-365* REMOVE EXISTING 15" SEWER LINE AND INSTALL 21" I.D. PVC SEWER LINE BY OPEN CUT 15'-21 " I. H S ilkENF 1 r rr,nirgrn-_ SANITARY �')EWER Rf 1 tMl_NT — `-NCASI: PIPE F'Ak I I (M-365; X-226 Z) P(. 3�R —D-HDLE EX. (vGAS — — — i ~ -HOL IA I a L=84 JCI PS SL�1.002� . EXISTI G GR DE _ — — — 9.6 MGD ?VIDE\U = 11.61 MGD 1 1 < r. I r EX. t4"-W DIA 21" w m 1 1,482% N ON C S W I + U Qu 1=4.,J SS N + wM m, 77 ¢ co tom. n Q4 v (�❑ n ^^ z.❑-gym^n ow WIC H�ON� Hv �N ~ M+^ ❑N NI�W .OED w ^w I _¢ o_-s-<� �. p w3 'z — ❑ s w O¢ > to tr a— o -- o v U ^ in _ \ o — ro N a II II II II II II II II — 1+b0 2+00 2+b0 3+00 3+b0 4+00 4+b0 5+00 DATE 09/27/19 't N W 0 A KEY NOTES: Ol EXISTING GAS CROSSINGS, 36" RCP STORM CROSSING, 53" RCP NC CULVERT CROSSING, AND CONCRETE HEADWALL THIS AREA. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) N TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION CONTACT ATMOS ENERGY (COLLIN YARBROUGH: 214-695-4808) FOR COORDINATION ON GAS LINES. O EXISTING OVERHEAD ELECTRIC LINES AND POWER POLES THIS AREA. CONTRACTOR TO BRACE AND SUPPORT EXISTING POWER POLES DURING CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. O3 EXISTING COMMUNICATION AND 24" (X-09380) WATER CROSSING THIS AREA. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION F (D-HOLE) TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO C4 CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF Q DAMAGED DURING CONSTRUCTION. CONTACT AT&T (GARY TILLORY: a" 817-338-6202) FOR COORDINATION ON COMMUNICATION LINES. H W CONSTRUCTION NOTES w U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE CLA 5' UNLESS OTHERWISE NOTED. L1.1 NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO 85 EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS 80 HORIZONTAL & VERTICAL CONTROL 775 THESE RECORD DRAWINGS WERE PREPARED ICEUOEUD USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED 77O CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED cencRr� corrtRncroR FOR RECORDING. THE ENGINEER ASSUMES " RE HM, LP NO LIABILITY FOR UNDOCUMENTED CHANGES . AND CERTIFIES ONLY THAT THE —�(—) 2s2-aeoa — (1r) a72- 62 DOCUMENTED CHANGES ARE ACCURATELY FOR DEPICTED ON THESE DRAWINGS nHo,HE ENGINEER Rcsvo°rvsa�Po°vscwc ruHa�oocuueur 765 DOE #7214 K—XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—0O2223—001787 MAP NO. 2024-428 760 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS 755 MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASEI 750 SANITARY SEWER REPLACEMENT - PART II PLAN AND PROFILE 1+00 to 5+50 745 DESIGNED: --- SCALE: DATE: 5+50 DRAWN MAB 1"=20' 09/27/19 SHEET 1 OF 27 I REVISIONS TRACTS 1B 1C 2C I N0. Q DESCRIPTION DATE JAMES H CONWILL SURVEY ABS 343 1 RECORD DRAWINGS 09/27/19 6300 CROMWELL MARINE CREEK RD III WARNING III V O \ \ IN SING EXISTING OVERHEAD/UNDERGROUND I n H- \ OPERATING ENGINEERS #178 TELEPHONE, ELECTRIC AND UNDERGROUND Q \ \ 4025 RUFE SNOW DR GAS AND FIBER OPTIC UTII.ITIES IN THE AREA. \ Z W \ CONTACT UTILITY 48 HOURS PRIOR TO N \ FORT WORTH, TX 76180 \ D202040614 \ CONSTRUCTION AT AT DIG-TESS, 811. \ \ ? A Z \ — — — �z U0 \ \ _ \ C) 4 LLJ \ \ / W C STA 133+00_Nrn SSMH — — — \ WRI-776. 37'N_ FE(15" out)=768.15' aW- — — — —� — �Ho� — — — — —\ — — — — — — — — — — — 9+90—-t21"SS-- — — — — —+ \ \ \ 777 — — --—InF pF —69.93. MH-25 \_ 15' SANITARY SEWER EASEMENTa: EXISTING SS MH- \ — VOL. 6690, PG. 829 -776�W \ UCT: 4' DIA D179512758Z \ MOROCK SS MH —-778_ 93 734.8W 734.58 — _OVIDED STATION: 132+93.86 1EE ___ _ _ -__ _ _ � — Q — — — — — — 776— — Gi TRACTS 1 B 1 C 2C "77A / JAMES H CONWILL SURVEY ABS 343 6300 CROMWELL MARINE CREEK RD /-� —777_ _ _ — — — � CONSTRUCTION NOTES W INTERNATIONAL UNION OF �. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, u OPERATING ENGINEERS #178 RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. a _775 _ i 4025 RUFE SNOW DR NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE / FORT WORTH, TX 76180 \ 5' UNLESS OTHERWISE NOTED. [r� D202040614 NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG V OF PROPOSED RIGHT OF WAY. R! M-365* THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO 785 785 EXCAVATING AT EACH LOCATION: W AT&T (817)202 Ln 15 — I rt DR— i i 5tJ✓ER LiXIE i hlrt tivi.wKu Mtivi FORT WORTH WATER DEFT. -FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS 780 780 EXaTING GRADE — — — — _ — — ' — - — - HORIZONTAL & VERTICAL CONTROL 775 — — — — — — — — - - — — DIA 21 775 Q r L= 184.b O-(PVVIDE ) a J =401 MI' THESE RECORD DRAWINGS WERE PREPARED SLL ram" Fi'1� 1 USING INFORMATION PROVIDED BY OTHERS �'. +71oTr DI =O.SL' J% 111 M 11cn 77O � = AND REPRESENT THE AS CONSTRUCTED au oT 11 F.R = 9.68-�GD 770 CONDITIONS TO THE EXTENT THAT rm CHANGES AE RECORDED v M00E GENERA_ 01 ro"WRA ioR Z MI DOCUMENTED CHANGES WERE PROVIDED R FOR RECORDING. THE ENGINEER ASSUMES W NO LIABILITY FOR UNDOCUMENTED CHANGES P3asnDEn�ARTXX 11 AND CERTIFIES ONLY THAT THE ro (siN zsz-aeon _E ""R azz-sza DOCUMENTED CHANGES ARE ACCURATELY W DEPICTED ON THESE DRAWINGS. o�nPPRov�' ev�TM oa PR OR 765 765 DOE #7214 o E ER RED R6 oK-XXXX TMa oo MEM O CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) R! SEWER PROJECT # 59607-070430-CO2223-CO1787 p.. z MAP NO. 2024-428 n a/ 760 0 ° C ' 760 CITY OF FORT WORTH, TEXAS C ° w l WATER DEPARTMENT U SANITARY SEWER IMPROVEMENTS a W 755 755 MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI WW 750 750 SANITARY SEWER REPLACEMENT - PART II U W PLAN AND PROFILE 5+50 to 10+00 II II II II II II II II 745 745 DESIGNED. -- - SCALE: DATE: SHEET 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 DRAWN: MAR I 1"=20' I 09/27/19 12 OF 27 783.112 / o CP 116 "5/8 CIRS RED CAP" Surface Coords: / N. 6996214.438 - B-5 E2300361 .403 Grid State Plane Coords 2 1 0 N. 6995297.152 37+90.5 6 / E2300059.799 0+00-E- : v> 4` 1 +00 n — — _ _ / / \ / \ I !!! WARNING!!! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CITY -PROVIDED STATION: 137+78.70 -� \ CONSTRUCTION AT AT DIG-TESS, 811� S%� c STA 11+54.71. MH-26 RIm=780.69' REMOVE: EXISTING SS MH ; �a 82 ZO / / K(15" in)-7Z1 44' 4ry CONSTRUCT: 4' DIA I[(10" in)=7H%3 4' °i STD ARMOROCK SS MH .ryg �� N: 6996295.97 ti a ,per- �' Q FL(b„ in)=7 E: 2300407.75 vv <�zr`'�e`X 4 '�`hh ho — dt / FL(15' ut Pi hd•—'— � o e a� �� � ,g�� z STAgbOO ; U SSMH U V- \ o � a Yug \' ; b 2� �� z� �' I •Al1=T`e^e�i �;"y\ � ;�'II I � r�`'O,o ,h4 .c, -1 �O LEJ N V) _, 2 j\ ry�h y� _�_4� 80�u �::- 1OB— — _ W 2 � h J \ _ \ W i i aman, 29"° ,ro o •M'-,� \ � � s �'' �n2\ ��� �" � h 15' SANITARY SEW�R-EASE '8=-PUG-Sanito�Se �bTT" ytr A� ty"1 ">fH^ h'� .teSiBirTq �ug� A A VOL 66 G. 829 ti LO 4— 141 SS LINE it ; X-21770 ,N " ! ' ry er`� \ \ D 1 7� 1 75 ^; + .1tie STA 1 +1 1 .IF 71 SSA' y� __SSMH " — — 78•—� V / // �y o ."`u�\\ N Ri1n_780.84' �h k� �L{}0 a 7P3.54' \ \ N GtF�P�\' �i� -� 779 — — 5� SANITARY SEER EASEp�FNT— _ y K Q 1 790 785 EX. 60" STORM I RUH) I n u^ 780 775 770 765 760 755 DIAI2,.. 750 10+00 10+50 11+00 M-365* PE UK- I / }j-...1 r'II PIPE _N _-J T EN EXISTI G GR F � Q N wv�moZ Z a= a g w z 3 A�i A�T�J o II LI? II o II II II 11+bU 12+UU 12+bU 13+UU IJ+bU 790 785 DE] — — 780 775 770 765 760 755 I II 750 14+00 14+50 REVISIONS NO. Q DESCRIPTION 1 Q RECORD DRAWINGS DATE 09/27/19 Itt KEY NOTES: OEXISTING 60" (W-1295) STORM CROSSING AND CONCRETE HEADWALL THIS AREA. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. O2 CONTRACTOR TO RECONNECT EXISTING 8" SANITARY SEWER LINES TO NEW MANHOLE PER SECTION 33 31 50 CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT OF PROPOSED RIGHT OF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATM OS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL CP 116 5/8" CIRS RED CAP N: 6996214.438 E: 2300361.403 ELEV: 783.112 THESE RECORD DRAWINGS WERE PREPARED 1E1��y USING INFORMATION PROVIDED BY OTHERS ERLL �d AND REPRESENT THE AS CONSTRUCTED ff- CONDITIONS TO THE EXTENT THAT o sEr DOCUMENTED CHANGES WERE PROVIDED �� HrNUNRc� asac oROE we: r c ccncau coin�R FOR RECORDING. THE ENGINEER ASSUMES & REHM LP Ringo NO LIABI LIN FOR UNDOCUMENTED CHANGES 13, NOUE AND CERTIFIES ONLY THAT THE orr� (ei j zsz-aeE* v p) a z-azez DOCUMENTED CHANGES ARE ACCURATELY THIS DEPICTED ON THESE DRAWINGS CONS ULTAT 0, AD APPROV_ By 'OE. All THE ENIREER RESPEN11 c Ell I— THIS oocuuERT DOE #7214 K-XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II PLAN AND PROFILE 10+00 to 14+50 DRAWN:ED: MAB I SC1LE:20 I DAT09/27/19 I 3 SOFHEET27 0.i 786.052 \ / CP 117 "5/8 CI2gd RED CAP' _ III WARNING 111 \ Surface Coords: \ N:6996684.253 \ EXISTINGOVERHEAD/UNDERGROUND E:2300129.344 TELEPHONE, ELECTRIC AND UNDERGROUND z0 \ No GAS AND FIBER OPTIC UTILITIES IN THE AREA. \ Grid State Plane Coords: \ N6995766.906 r� \III CONTACT UTILITY 48 HOURS PRIOR TO z ^l CONSTRUCTION AT AT DIG-TESS, 811. O Q E:2299827.77 \ \ r r V / — -784� _ tT Z O o N \ / STA 144+00 RGP 5T R z U oe4' (� SSMH 3D rT9 v O Of RIm=786. 47' o�= S �3 \ i(15" D)=77a.27' o W ��yet \ \ o r 4ry�_ ,a ��a ,'3T, I PL(15" ou)-778.37' CITY -PROVIDED STATION: 143+88.72 Ip MIry,°'� j o ` �g' x' �e I� .po`� \ J, o` STA 17+64.96. MH �L7 Qj ro" �^% /$(I ` , '� .�0 � • "' / SANITARTTT���SEWER EASE ENT \ �i : / REMOVE: EXISTING SS MIT �86 LID y�`"0' 783— '��R' VUL. �680, PG. 84-5�� \b CONSTRUCT: 4' DIA W \ ,, 1 ,ry h 1 \ jP \ / / \ 95127�7 6 Sip STD ARMOROCK SS MIT w N: 6996849.98 \ W N e '� a yd� e� E 2300151.87 N \ f21 "SS— y-5+ate — — a '� h 71? �� — — — — — — — + 21 "SS —IyT` W i W �A + \/ /� 780— cn — — I I LLIz ry — "9.713 s°ry" �I ,e "j w s"W LI1VE >8z — / \ — — — g — _ ,� ti /// \✓ �- _\ g7 50' SANI\F`E83 R EASEMENT — — _ — K U 64* — �N5\1 800 795 790 785 780 775 770 765 760 14+50 M-365* i5 T I L.yPE DR— 17 3EWER LlNrlFIFIE _... NIZG€IvlEiv EX. 36" STORM In � D.2 009 I I � 1 - ' MCC !\ toX. 30 STOFiM 2� > oa ' u � -rn c 0 aN n- II II II II II II JI L� 1b+UU 1b+bU Ib+UU 16+bu 1/+UU 1/+bu 1S+Uu 800 795 790 -- J 785 {780 775 770 765 REVISIONS NO. Q DESCRIPTION DATE A RECORD DRAWINGS 09/27/19 't N W 0 A KEY NOTES: lO EXISTING 36" (W-1295) AND 30" (W-1297) STORM CROSSINGS. RF-� CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) Q TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO CONSTRUCTION. a+ PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING F' CONSTRUCTION. ,z W CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, U RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE CLA 5' UNLESS OTHERWISE NOTED. NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 rn FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATM OS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL CP 117 5/8" CIRS RED CAP IN: 6996684.253 E: 2300129.344 ELEV: 786.052 THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS ERLL �d AND REPRESENT THE AS CONSTRUCTED ff- CONDITIONS TO THE EXTENT THAT o sEr s°n Eo �rnaec*ri"*` °s"BEE."M oivi o IR01 NE onciry DOCUMENTED CHANGES WERE PROVIDED °'°u".cEsuas RE oc ROEowe: me ccnEau coinR oR FOR RECORDING. THE ENGINEER ASSUMES & REHM LP. P3�REM, NO LIABILITY FOR UNDOCUMENTED CHANGES ��nso AND CERTIFIES ONLY THAT THE (airy 2s2-4ea ro. prq 472-326 DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS CONSULTAT ON AN 0n.o — EN, IEER RESPo. _ E,, sews APPROVAL BYTHis oocuuE.r DOE #7214 K-XXXX CITY PROJECT //02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II PLAN AND PROFILE 14+50 to 19+00 II 760 DESIGNED: -- SCALE: DATE: 18+50 19+00 DRAWN: MAR 1"=20' 09/27/19 SHEET 4 OF 27 I / STA 0+10 L-126�1* RIm=790L75' Q _ \ I FL( 0" in)=78 .O5' q Z I FL(1 "out)=78.85' \ \ 1 U_ d' \ + w. I I 21"SS In 2 46+/ 88 M-365-i - 0+ 0 L-J-2-69 N iT{4 III — U3 - — PPP SSMH — ' R'm=790 81 �I� Z J FL 15" in)=780.81 E( in)=78L40' I FL(1 out)=780.86' — 5ANYARY/rW', R SEMENT /� 800 L ti a' "5/8 CIRS RED CAP" Su _/— _------- ��� WARNING !II \ \ Surface ace Coords: N:6997199.185 / EXISTING OVERHEAD/UNDERGROUND \ Grid S 926.418 / TELEPHONE, ELECTRIC AND UNDERGROUND \ Grid State Plane Coords: / GAS AND FIBER OPTIC UTILITIES IN THE AREA. N:6997199.118 CONTACT UTILITY 48 HOURS PRIOR TO 7 E:2299926.418 f / CONSTRUCTION CITY -PROVIDED STATION: 146+23.77 AT AT DIG-TESS, 811. � / � / , r� STA 19+99.75. MH-28 792 REMOVE: EXISTING SS MIT CONSTRUCT: 4' DIA 1I , £ \ / O STD ARMOROCK SS MIT i� �I \ N: 6997063.46 Z E: 23 0054.18 15 SANITARY SEWER EASEMENT g �n Z VO 6680, PG. 825 e z ^ D1 9512757 /� g� 0 LJ 4��� —� — 1n �e-o�Yrw L0 I g/ 17' SANITARY SEWER EASEMENT 4, N TRACTS 1B 1C 2C \ 1 JAMES H CONWILL SURVEY ABS 343 _ =aT 1 w I — — 6300 CROMWELL MARINE CREEK RD 792 — Z \/ 0 THE CROSS FAMILY TRUST 2 H 6501 BOWMAN ROBERTS ROAD I B-4 - — — FORT WORTH, TX 76135 < / D202040614 ,I M-365* 800 2 I " d;. HDPE DR- 17,S€WER-tigEjr lJlIrt Ell MEN r 795 �----------------- ----------------- '--------- E)ISTING GRADI� ---- 790 / / 1 �I CIA 214 785 _ -- ---- UTA Q jPR3 Mau- l 795 — 790 — 785 780 775 770 765 1760 23+50 NO. Q 1 Q RECORD DRAWINGS N 4 0 REVISIONS DESCRIPTION DATE 09/27/19 Itt N W 0 r- M N KEY NOTES: CA N 1O CONTRACTOR TO RECONNECT EXISTING 8" SANITARY SEWER LINES TO NEW MANHOLE PER SECTION 33 31 50 O2 EXISTING COMMUNICATION, ELECTRIC, AND MAJOR STORM CROSSINGS THIS AREA. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. O EXISTING SCHOOL THIS AREA. CONTRACTOR TO COORDINATE CONSTRUCTION SCHEDULE AND HOURS WITH CITY AND SCHOOL TO ENSURE MINIMAL DISRUPTION TO SCHOOL SCHEDULE. O4 EXISTING 8" (X-18534) WATER LINE CROSSING. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) TO VERIFY p..i EXACT DEPTH AND LOCATION PRIOR TO CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. W CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 En FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATM OS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL CP 118 5/8" CIRS RED CAP IN: 6997199.185 E: 2299926.418 ELEV: 793.412 THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT s°n Eo �rnaec*�i" DOCUMENTED CHANGES WERE PROVIDED nroi.N.NGEsusR END-COONWR croR E FOR RECORDING. THE ENGINEER ASSUMES R HM LP. P31E"o n RIC NO LIABILITY FOR UNDOCUMENTED CHANGES o�' AND CERTIFIES ONLY THAT THE 2s2- 110 prq 472-32e DOCUMENTED CHANGES ARE ACCURATELY NOT THIS DOCU= IS TO BE USED ISSUED FOR DEPICTED ON THESE DRAWINGS CONSULT'T 0, AND APPR—L BY ANo SHE EN.I.— RrsPau l— raft Srwuc TH., oocuurNr DOE #7214 K-XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 li MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II PLAN AND PROFILE 19+00 to 23+50 DESIGNDRAWN:ED: MAB I SCALE: 20 I DAT09/27/19 I 5 SOFT27 l 805 I �r_ I 8001 \ STA 150+00 \ ss \ Rim=794.17' \ FL(15" in)=784.92' 15" / !!! WARNING"ER out)=784.92' p EXISTING OVERHEAD/UND TELEPHONE, ELECTRIC AND U GAS AND FIBER OPTIC UTILITIECONTACT UTILITY 48HOUR-795— CONSTRUCTION AT AT DI o J I � 21" N ^Y h CITY -PROVIDED STATION. 149+86.16- - STA-23+G2.86.s° \ \ REMOVE: EXISTING-SS-MH'_ CONSTRUCT: 4' DIA o o g3 Io STD ARMOROCK SS MH N: 6997415.74 E: 2299966.64 ,- _ c ,78��_8 j 0+10 SSMH a Rim=795.5 _(15" in)=786.23' _(10" in)=787.18' 15" out)=786.34' \1 `SANITARY SEWER EASEMENT VOL. b680, PG 825 D179512757 — — — — —793 0 0 —793- `/ STA 153+00 M-365 aW + -STA 0+00 L-12679* / SSMH h 5 d� — 5�00— 21"SS '1777 — 21 "SS— I 17' SANITARY \ 1 SEWER EASEMENT ` y -9 n � J � 4� I 795.902 / 1 / OR "5/8 CIR Surface RED CAP' / Z Surfaceace Caords: 0 N:6997691.531 / / Q E:2299783.882 / 7 Grid State Plane Coords: Z N:6996774.051 �E:2299482.354 /_j o CI PTY ROVIDED STATION: 153+62.28 r STA 27+38.82. MH-31 IF r° h k CITY -PROVIDED STATION: 152+84.44 794— STA-28*61-53. M. - _�!�� — _ REMOVE: EXISTING SS MHy" y`r CONSTRUCT: 4' DIA R STD ARMOROCK SS MH ia N: 6997695.95 E: 2299867 3 TRACTS 1B IC21D Mh ES H CONWILL SURVEY ASS 343 00 CROMWELL MARINE CREEK RD THE CROSS FAMILY TRUST 6501 BOWMAN ROBERTS ROAD �ry" FORT WORTH, TX 76135 a D202040614 h/ M 365* 15*' — — i" 1Y. " 1-- - Ulm— 17 � E EivL.,RG�MF_Iq REMOVE: EXISTING SS MH -W h - CONSTRUCT: 4' DIA = _�} g STD ARMOROCK SS MIT U1 " ty" N: 6997765.53 W y � aT� E: 2299833.86 W " I + 00 2 - n/ LO STA 15 5'94 Z SSMH-F -18647 J t� x / JAMES H. CONWILL SURVEY ABS 343 I / 6801 BOWMAN ROBERTS RD \ CITY OF FORT WORTH / I ' 1000 THROCKMORTON ST. N FORT WORTH, TX 76102 � D200124684 � f 805 J 800 REVISIONS NO. Q DESCRIPTION DATE A RECORD DRAWINGS 09/27/19 'l- N W C) r- KEY NOTES: 1O EXISTING FENCE CROSSING. CONTRACTOR TO PROTECT IN PLACE Gi OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. H W CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. L1.1 NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 rn FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATM OS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL I iT LXI: IING I HAUL _ ' -- _ —I CP 119 5/8" CIRS RED CAP 795 — — f — — -- — — — - 795 IN: 6997691.531 E: 2299783.882 ELEV: 795.902 �N MA 21 THESE RECORD DRAWINGS WEREBY PREPARESD USING INFORMATION PROVIDED OTR HE�yy DIA 21 r L=/-7.3 I I Sl�=0.65!'% AND REPRESENT THE AS CONSTRUCTED 's 790 C DIA 2"' `L=711l18 L", I-; \ \ SL= 699� I� O (,ROWED) 790 CONDITIONS TO THE EXTENT THAT RE x nxx coxsmuc�r TOx."xccsuas n�F% SL=0.�33% - n w Oc(I'ROVID-D) = (P Pr:ILEO .9F5 MGD 74 tliC DOCUMENTED CHANGES WERE PROVIDED hox ECOORDED P E oMa x FOR RECORDING. THE ENGINEER ASSUMES Ei3�no%RURCIT ON COc (P(OV�ED1 C �PRlfloCoJ = R BF MOD = F188 f NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE °rr� (airy zsz-aeoE ro. prq 4ZE3D26 1/ _ 8. 8 v1G — O DOCUMENTED CHANGES ARE ACCURATELY �o H°sR auaao°s°wini ouE °a°oa I DEPICTED ON THESE DRAWINGS Axo TME Ex°�NEER R6�xxr� — REwNa TxIs x°.xE. 785 rn I / ) 7$5 DOE #7214 K-XXXX CITY PROJECT MAPSCO-32(T/U/X/Y) r + = P STA 27+31 {.82 N s i #02223 SEWER PROJECT // 59607-070430-0O2223-001787 vi °O d MAP NO. 2024-428 v N z z ) z N °0 �, — I<p_ Z- ��pDe zo o 780 F ` y a a n a <� ¢prom ` ^z 780 CITY OF FORT WORTH, TEXAS NNN.a-^w O— W �W >— z' `Up OW m W w Z w WATER DEPARTMENT Qp cOm W pM NIA— W me, nm�z dry �V �0=bR?3 1/ SANITARY SEWER IMPROVEMENTS NrW W �1 `—��—� / 775= a n z �-� . /U 775 MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI 770 770 SANITARY SEWER REPLACEMENT - PART II m 7 16 PLAN AND PROFILE 23+50 to 28+00 7 II II II II II II I II 5 DAT09/27/19 I SCALE:20 1 -1 1 s O ET 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 DRAWN:ED: 6 to \ \ -� ,o Amn s 15' SANITARY SEWER EASEMENT / STA 156+00 SSMH / Rim=799.29' FL(15" in)=788. L9"( / FL(15" out)-- Ss / V / / 30+00 VOL. 6687, PG. 744 D179511716 /-Y-22ss2 F21,. SS_ 9 / / CITY -PROVIDED STATION: 155+89 51 -STA 29+66.42 MH-32 � REMOVE: EXISTING SS MH CONSTRUCT: 4' DIA STD ARMOROCK SS MH N. 6997951.67 / 1 / / E: 2299704.64 N\ / JAMES H. CONWILL SURVEY ASS 343 Q - 6801 BOWMAN ROBERTS RD N CITY OF FORT WORTH 1000 THROCKMORTON ST. FORT WORTH, TX 76102 Z / D200124684 \ / U 9 805 M-365* I I" — 2 r. W. muiI I)R— I i P'T r IIPE I_iXL--_�GEphEiv 800r / �/ �/ �/ �/ —\ I L— ---- ---- ----- ---- — % --- --< 795 l I < I > I I 7901 I _ I 785 I I 7801 1 7751 p 8419 — a — IAi < PT STA ;P +66.42 ( m _ < < \ o rn � po M H ¢ ^ O L1 - cO M j r +� <>N-mmw 1-Q+�inz !!! WARNING !!! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT AT DIG-TESS, 811. — � — B-3 9� REVISIONS NO. Q DESCRIPTION 1 Q RECORD DRAWINGS a (J ti J� 2 CITY -PROVIDED STATION: 157+95.42 STA 31+72 40. MH-33 Q REMOVE: EXISTING SS MH CONSTRUCT 4' DIA STD ARMOROCK SS MH N: 6998156.02 �O E: 2299678.79 �m SSMH-5, X-22962J /� I Rim=800.72' FL(15" iD)=79402' FL(15" out)=794 12' I I I I I I I I I I I REMOVE EXISTING 15" SEWER LINE AND INSTALL 21" I.D. PVC SEWER LINE BY OPEN CUT E:JSTINC GRAD-� — — — DIA ",. L=zuS.v tea% 2 / +0p \ lT w w __ _J 805 I 800 U4 21 SL- 0.171 J> 795 Q (FTOVID/b) �1 LIIC 790 785 780 775 DATE 09/27/19 't N 7 N KEY NOTES: OCUT AND PLUG EXISTING 15" SANITARY SEWER LINE. REMOVE EXISTING MANHOLES FROM ABANDONED SEWER LINE AND GROUT PER SECTION 02 41 14. O2 EXISTING FENCE PARALLEL TO PROPOSED SEWER LINE REPLACEMENT THIS AREA. CONTRACTOR TO PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. 0.i O CONTRACTOR TO REMOVE EXISTING 4" PVC SANITARY SEWER LINE. PROVIDE LATERAL SEWER LINE AND CONNECT TO PROPOSED%. MANHOLE ALONG PROPOSED 21" SEWER LINE. r� CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. a NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 En FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS ERLL �d AND REPRESENT THE AS CONSTRUCTED lf" CONDITIONS TO THE EXTENT THAT o sEr DOCUMENTED CHANGES WERE PROVIDED hory TOrvorvccsrvas R crvcau coimuOroR FOR RECORDING. THE ENGINEER ASSUMES a HM LP. P3�QERA NO LIABILITY FOR UNDOCUMENTED CHANGES �Ri�n° o& AND CERTIFIES ONLY THAT THE (airy 2s2- 1 v prq 472-32e DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS All — EN, SULTATIEER REsAN 0__ FOR sE_Nl THIS oo rvMEM DOE #7214 K-XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI 770 770 SANITARY SEWER REPLACEMENT - PART II o 7 7 PLAN AND PROFILE 28+00 to 32+50 II II II I II II II II 728+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+505 DRAWNI:ED: -MAB I sc1Le20 1 DATE: SHE I 7 SOFT27 �I W _ !n W / In _ — — 33+00 — O / SS / SS Ncq I I M H (n W Z J J / U Q 810 805 800 795 790I 7851 780 7751 770 32+50 m II 33+00 II 33+50 !!! WARNING!!! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT AT DIG-TESS, 811. ,. t21 "SS— 3r+-GD — — — — — — a v 35+00 V 3 11 SS I SS SS Sil~\ _ SS SS 1d_ 3 E6998642.12 D STATION: 162 1 .S0. MH-34 XISTING SS MH �— T: 4' DIA \ ROCK SS MH / 2.12 \ 0.30 1 / JAMES H. CONWILL SURVEY ABS 343 I / 6801 BOWMAN ROBERTS RD CITY OF FORT WORTH r 1000 THROCKMORTON ST. I FORT WORTH, TX 76102 I \ I D200124684 V EAGLE MOUNTAIN WATER TREATMENT PLANT Cab. A SI. 5913 M-365* REMOVE EXISTING 15" SEWER LI �E AND INSTALL 21" I.D. PVC SEWER LINE BY OPEN CUT FYI--- —An—� IIA 2111 CI -n 171 Q �PROVIE[ J.uo l 0� II 34+00 II 34+50 10 II 35+00 II 35+50 36+00 W I � � 1 I �I I 810 805 � 1 I � I 800 U 12 .4 L=O. 7% ttb (3 05 MGD 795 �N 790 N vs 785 780 m 775 m r II 770 36+50 37+00 REVISIONS NO. Q DESCRIPTION DATE Q RECORD DRAWINGS 09/27/19 't N O A KEY NOTES: N O OEXISTING FENCE PARALLEL TO PROPOSED SEWER LINE REPLACEMENT THIS AREA. CONTRACTOR TO PROTECT IN PLACE OR N REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. O2 CONTRACTOR TO REMOVE EXISTING 4" PVC SANITARY SEWER LINE. PROVIDE LATERAL SEWER LINE AND CONNECT TO PROPOSED MANHOLE ALONG PROPOSED 21" SEWER LINE. O EXISTING ASPHALT PARKING AREA. CONTRACTOR TO PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. COORDINATE WITH EAGLE MOUNTAIN WATER TREATMENT PLANT FOR ACCESS AND SCHEDULE. O EXISTING ASPHALT ACCESS DRIVE. CONTRACTOR TO REPAIR IN F KIND FOLLOWING OPEN CUT CONSTRUCTION OPERATIONS. Q�y COORDINATE WITH EAGLE MOUNTAIN WATER TREATMENT PLANT FOR ACCESS AND SCHEDULE. W CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. a NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE P. 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED � ��d°°o � CONDITIONS TO THE EXTENT THAT THIS sn DOCUMENTED CHANGES WERE PROVIDED ENEau marrI FOR RECORDING. THE ENGINEER ASSUMES N HM, LP P1311 RI NO LIABILITY FOR UNDOCUMENTED CHANGES o& Noon AND CERTIFIES ONLY THAT THE IS j zsz-aeE DOCUMENTED CHANGES ARE ACCURATELY NOT TO USEOR ISSUED FOR DEPICTED ON THESE DRAWINGS CONS ULTAT 0, AND APPROVAL By 'DE. DOE #7214 K—XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II PLAN AND PROFILE 32+50 to 37+00 DRAWN:ED: -MAB I SCALE: I DAT09/27/19 I 8 SOFT27 FOR OONT�NOPj�ON / / 8 / ZP 31k� / \ PI 37+79 87 JAMES H. CONWILL SURVEY ABS 343 \ 6801 BOWMAN ROBERTS RD CIjt4bT T WORTH 1000ORTON STFO, TX 7610237+7 .87. H-35TRUCT: 4' DIA ARMOROCK SS MH 98763.48 99682.19 ROVIDED STATION: 164-H03.01 1 / !!! WARNING!!! �TGO EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND \ GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT AT DIG-TESS, 811. r� LF 0 U GPS �9+0 IT i W 2 / EX (X 22952) GAS Gp,S (X ,ry WAiE� \k TRACT 1 .805392 _/ \ A S ROBERTS SURVEY A-1262 CP 120 "5/8 CIRS RED CAP" —AND WILLIAM E. CONWELL SURVEY A-342 Surface Coords: N:6998826.264 VLMC INC E 2299690.500 _/ 3R WORTH, S ROAD Grid State Plane Coords: -- FORT WORTH, TEXA N:6997908.636 D214113033 E 2299388.984 815 M-365* I I I REMOVE =XISTING 15" 3EW =R LINE ANDI I VSTAILLI 21I" I.D.I PVCI SEWERI I LINEI BYI OPEN CUT — — — 810 — — — — — — - 805� ---- -- l� 800 � I < L= ^121 .4 7951 5.05 IZD 790 785 o T�o I� I 4780 E (ISTINC GRAL 1� REVISIONS NO. Q DESCRIPTION DATE 1 Q RECORD DRAWINGS 09/27/19 N W N A 815 810 800 -------- SLA.719 P 20V Q ID I —�1 795 790 785 KEY NOTES: lO EXISTING FENCE CROSSING AND PARALLEL TO PROPOSED SEWER LINE REPLACEMENT THIS AREA. CONTRACTOR TO PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. O2 EXISTING GRAVEL DRIVE CONTRACTOR TO COORDINATE WITH EAGLE MOUNTAIN WATER TREATMENT PLANT FOR ACCESS AND SCHEDULE. O3 EXISTING GAS AND LARGE DIAMETER WATER LINES PARALLEL TO PROPOSED SEWER LINE REPLACEMENT THIS AREA. CONTRACTOR TO PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. H W CONSTRUCTION NOTES W U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE p`o 5' UNLESS OTHERWISE NOTED. [�1 NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT p� OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 En FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL CP 120 5/8" CIRS RED CAP N: 6998826.264 E: 2299783.882 ELEV: 805.392 THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED crvcau coimuOroR FOR RECORDING. THE ENGINEER ASSUMES R HM, LP. NO LIABILITY FOR UNDOCUMENTED CHANGES E3 QENn�Ri�n° o& AND CERTIFIES ONLY THAT THE o (airy 2s2- 1 v prq 472-32e2 DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS CONSULTAT ON AN 0BY All T EN, NE R RTsraR _ raR APPROVAL_1 THis oocuuervT DOE #7214 K-XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI 780 SANITARY SEWER REPLACEMENT - PART II ---- PLAN AND PROFILE 37+00 to 41+50 7751 775 DESIGNED: - - - SCALE: DATE: SHEET 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 DRAWN: MAR I 1"=20' I 09/27/19 I 9 OF 27 1 EX. 15" SANITARY SEWfR CITY -PROVIDED STATION 169+26 STA 43+05.10. MH-36 CONSTRUCT: 4' DIA STD ARMOROCK SS MH N: 6998765.35 Q E: 2299156.97 A A �P 2 / !!! WARNING!!! EXISTING OVERHEAD /UNDERGROUND 1 / 3 / TELEPHONE, ELECTRIC AND UNDERGROUND / GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO iF 4 CITY -PROVIDED STATION:170+59.77 CONSTRUCTION AT AT DIG-TESS,811. STA 44+37.99. MH-37 REMOVE: EXISTING SS MH CONSTRUCT: 4' DIA STD ARMOROCK SS MH �7 \ N: 6998898.21 E: 2299159.60 -STA 44+81 73. MH-38 REMOVE: EXISTING SS MH \ x CONSTRUCTS 4' DIA /- / STD ARMOROCK SS MH O N: 6998941.96 A / S E: 22991 60.00 CITY -PROVIDED STATION: 171-H03.63 P /- \ \ STA 168+00 00 \ SSMH Rim- �i a Rim=805.7T � FL(15" in)=795.17' !G� FL(15" out 795.07' .� 1 �} \ 9x00 x 15' SANITARY SEWER EASEMENT \ VOL. 6681, PG. 411 \ DI79010124 TRACT A S ROBERTS SURVEY A-1262 \ \ AND WILLIAM E. CONWELL SURVEY A-342 VLMC INC 3045 LACKLAND ROAD \ \ \ FORT WORTH, TEXAS \ \ \ D214113033 \ \ \ /C jF 1(e 4- C9 815 M-365* 815 REMOVE EXISTING 15" SEWER LINE AND INSTALL 21" I.D. PVC SEWER LINE BY OPEN CUT J i 5" Zi i.U. HDIPE DR- i 7 SEVV'-_N LINt by iF E EivLARGEi i 1 810 + 810 w w �o w �+ — FASTING GRAD E=. 2"- ;AS- 805 Z _ > — — — 805 D4 OLE -N' s` m 800 ( 1 F 800 f 2I" 1 DIN 21" _ 4,L F C(INCREy- I =132.9 (> I SL�.379`, NCAS, PIPE .M. (�, I �F-,OVIDED) 7 0�(P,ROVID D) I 1 T 4 MGUD C - 1_32 MD - 1 795 7 �> J / 795 790 Z l r~ N^ / (/ 790 F- tp4 n m vi 1J -+ C) 8 z >" coo z - _ >� LE EX. 54"-N ¢n goo a� aroww +rot 785 a O_arooww_ �EX 72"-W � _ �� �m �ct__ `�, 785 19LIVA .9(4)2f. NO, Q DESCRIPTION DATE 1 Q RECORD DRAWINGS 09/27/19 .may N N o M N O 7 KF' NOTES; O CUT AND PLUG EXISTING 15" SANITARY SEWER LINE. REMOVE EXISTING MANHOLES FROM ABANDONED SEWER LINE AND GROUT PER SECTION 02 41 14. O2 EXISTING GRAVEL DRIVE. CONTRACTOR TO COORDINATE WITH EAGLE MOUNTAIN WATER TREATMENT PLANT FOR EMPLOYEE ACCESS TO PARKING AREA. OEXISTING 2" GAS, 72" (X-22962), 54" (X-14182), AND 36" (X-14182) LARGE DIAMETER WATER LINE CROSSINGS THIS AREA. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) OF EXISTING UTILITIES TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. P. H 0 EXISTING FENCE CROSSING. CONTRACTOR TO PROTECT IN PLACE 'z, OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. W� CONSTRUCTION NOTES W U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE p`4.� 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 En FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED RMUORD USING INFORMATION PROVIDED BY OTHERS I DERLL AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT s°n eo �rnaec*�i"*` °s"ecc.sODIFIED r o R°TMc onclry DOCUMENTED CHANGES WERE PROVIDED "'ou"Nccs as Re oc ROEDWeEr c ocncau CDONW nc oR FOR RECORDING. THE ENGINEER ASSUMES & REHM LP. Ringo NO LIABILITY FOR UNDOCUMENTED CHANGES 131 Noon AND CERTIFIES ONLY THAT THE (airy zsz-gaga ro. prq azz-izs DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS CONSULTAT ON ANo — EN, IEER Res PaAN 0u _ r,, sE_APPROVALNl B'yrHis oocuueur DOE #7214 K—XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI 780 780 SANITARY SEWER REPLACEMENT - PART II m m PLAN AND PROFILE 41+50 to 46+00 II II II II II II II II 7 45+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 5 DRAWNED: —MAB I SCALE:20 I DAr09/27/19 110s of r27 I \ REVISIONS N0. Q DESCRIPTION DATE !!! WARNING!!! 1 A RECORD DRAWINGS 09/27/19 \ EXISTING OVERHEAD/UNDERGROUND N n Q TELEPHONE, ELECTRIC AND UNDERGROUND TRACT2 H= GAS AND FIBER OPTIC UTILITIES IN THE AREA. WILLIAM CONWILL SURVEY ABS 342 MAT�N w CONTACT UTILITY 48 HOURS PRIOR TO 6984 BOAT CLUB RD CONSTRUCTION AT AT DIG-TESS, 811. A Z LONGSPAUGH JEAN Z 17120 MARINE DR D212201793 ��SO STANWOOD, WA 98292 U \ �eE FOR CvT/OV i )0 \ \ 47+00 I -'-- PI 50+22.29 A Lj 48+00 O��SF�SF- I IQ=- — / / I I r J J — _ _ _ %SF -SF ✓ -SF _ J 7 _ _ _ I I I ^ 15' SANITARY SEWER EASEMENT Z — — — J/ — — — _ — — — VOL. 6681, PG. 411 — /I _ D179010124 ETA �3+36.54 BK SF 'SSA REMOVE: E IS G SS J _ — \ = ` — — — — — — - TRACT 1 % ( ) J REMOVE: EXISTING SS MIT 2 — _ AS ROBERTS SURVEY A-1262 / ETA 174+03.18 H -- / CONSTRUCT: 4' DIA — — — — — — — — AND WILLIAM E. CONWELL SURVEY A-342- — — — STD ARMOROCK SS MH Rim=812.86' ,N: 6999482.47 [� VLMC INC — — — — — — _ _ �L( " i') 798 51 i E: 2?9916P.83 KEY NOTES: 3045 LACKLAND ROAD _ — _ — _ Yt(1a- it 797.56 Q I CITY -PROVIDED STATION 176,44.001 EXISTING FENCE PARALLEL TO PROPOSED SEWER LINE \ / FORT WORTH, TEXAS \ — F�15"hut)=797.6&E D214113033 \ -7 -� — EeTnc od - REPLACEMENT. CONTRACTOR TO PROTECT IN PLACE OR REPAIR IN — — — -w�4 QUO e P I KIND IF DAMAGED DURING CONSTRUCTION. F" Pe W — — — — — — — — — — — \ _ \ — — — CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. a NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE _ 5' UNLESS OTHERWISE NOTED. NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT OF PROPOSED RIGHT OF WAY. R! 815 8101 8051 800 795 790 7851 780 I I I I M I � 775 46+00 46+50 M-365* 47+00 47+50 48+00 48+50 49+00 49+50 815 1 1 I 1 V 810 805 IV=46�-4 L=0.� 45% �� F �nnI � 800 GI 795 N I\ m O4 rn rn + N O Z urnp� \Rd 785 THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 Ln FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 �Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED I MKIMUMMID�y USING INFORMATION PROVIDED BY OTHERS ]DltLLd AND REPRESENT THE AS CONSTRUCTED lf" CONDITIONS TO THE EXTENT THAT o sEr DOCUMENTED CHANGES WERE PROVIDED crvcau coimuOroR FOR RECORDING. THE ENGINEER ASSUMES RE HM, LP. i3 NO LIABILITY FOR UNDOCUMENTED CHANGES DEM, �Ri�n° o& AND CERTIFIES ONLY THAT THE (airy 2s2 "' Fo prq 472-326 DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS L BY nno THE ENcwEER RESPau1— E11 1E 1 THis oocuuERT DOE #7214 K—XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI 780 SANITARY SEWER REPLACEMENT - PART II PLAN AND PROFILE 46+00 to 50+50 II DESIGNED: - - - - SCALE: DATE: SHEET j I 775 50+00 50+50 DRAWN: MAP I 1"=20' I 09/27/19 111 OF 27 REVISIONS N0. Q DESCRIPTION DATE 111 WARNING I I I I 1 Q RECORD DRAWINGS 09/27/19 EXISTING OVERHEAD /UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND CITY -PROVIDED STATION. 181+13.38 GAS AND FIBER OPTIC UTILITIES IN THE AREA. TRACT 1 k STA 54+91 .66. M H-40 W TRACT2 CONTACT UTILITY 48 HOURS PRIOR TO WILLIAM CONWILL SURVEY ABS 342 z REMOVE: EXISTING SS MH 0 WILLIAM CONWILL SURVEY ABS 342 CONSTRUCTION AT AT DIG-TESS, 811. 6954 BOAT CLUB RD CONSTRUCT: 4' DIA �I A STD ARMOROCK SS MIT 0 6984 BOAT CLUB RD ,'� KUNEKUNEINC N: 6999486.05 Q LONGSPAUGHJEAN 6954 BOAT CLUB RD Q E: 2298697.48 J 17120 MARINE DR FORT WORTH, TX 76179 STANWOOD, WA 98292 D212201793 D212201793 STA 178+74.76 O I N SSMH V/ Rim=809 92' 0 FL(15" in)=799.50' FL(15" out)=799.49' O 29 `— \ — — — — — — — — — PI 54+91.66 � \ — — — — — — — — — — — — \ — — — — — — — — — � — — -3+063 ^T J V v ^ - - �c 54 UO q _ �t --I — Rmas ol,Rse sly ------ — ------ -- \------- x N ------------------ _ _ _ _ 15' SANITAf'�'Y SEWER EASEMENT r VOL. 6690 PG. 822 \ D1795127�6 — _ 2 / X j\x KEY NOTES: > \ / n J '(G�4��C� 1� EXISTING FENCE PARALLEL O REPLACEMENT. CONTRACTOR OTOP SEWERROPOSED PROTECT INPLACE OR REPAIR IN c') -7 / /C3 � KIND IF DAMAGED DURING CONSTRUCTION. O2 EXISTING 16" GAS CROSSING. CONTRACTOR TO PERFORM Z / EXPLORATORY EXCAVATION (D-HOLE) TO VERIFY EXACT DEPTH [✓, AND LOCATION PRIOR TO CONSTRUCTION. PROTECT IN PLACE OR i REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. CONTACT ATMOS ENERGY (COLLIN YARBROUGH: 214-695-4808) p" FOR COORDINATION. AS / x W CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. [� NOTE: OF PROPOSED RIGHT OF WAY. SHALL EXISTING FENCES AS NOTED TO ONE FOOT * THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO 815 M-365 815 EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 Fn 15" - 2 I � - LVVLK LHIE _yT' F IPE DqLir FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 AT OS ENERGY (214) 695-4808 FTQy ONCOR GAS & ELECTRIC (817) 215-6288 EXISTING GRADE ALL OTHER FACILITIES 1-800-DIG-TESS 810 — — - - - -- - _- — — — — _ — D--HOLE _ _ 810 -' - — _---+ J7 vi HORIZONTAL & VERTICAL CONTROL 805 E>� 16 GAS J j I 805 r% UIH L I 4 ----- E------� 1-• =0.45% \ I THESE RECORD DRAWINGS WERE PREPARED (1 �PKUV ULU) } USING AND REPRESENT ION OASIDCONSTRUCTEDS DELLL cn 800 a I 800 CONDITIONS TO THE EXTENT THAT sum �o o°uu* DOCUMENTED CHANGES WERE PROVIDED rm wrvccsc"s reccoreoco"'er me ccnc""reci minpreac�rore FOR RECORDING. THE ENGINEER ASSUMES a. REHM, LP. W I NO LIABILITY FOR UNDOCUMENTED CHANGES PasnRin�nna°iCH ao AND CERTIFIES ONLY THAT THE eo�.,m„ bmro (ei j 2s2.1e r (71) a72-a2e2 DOCUMENTED CHANGES ARE ACCURATELY co�NSTRU-N"OR�SANY° ER PUR .EE°winiouEPai°°a W---------------------------- ______ __ ___ I DEPICTED ON THESE DRAWINGS. All COSIREM nNo nPPRovaE . 795 CITY -PROVIDED ` II 79j DOE f/7274 ""o ,HE E"ci"Ev+ REs KS111E Ell XXXXsrw"c �H�s oo��MEM O S..i4.nV: CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) p4 J SEWER PROJECT # 59607-070430-CO2223-CO1787 p.. IA o4 9 1.66 MAP NO. 2024-428 ---- ,..0E--- ---------------------------------- oEl E OUT 799.F!5 F--r -------------------------------------- �NW:W: IF IN 799.L Q 790 790 CITY OF FORT WORTH, TEXAS ------------------------------------------- 0 WATER DEPARTMENT W -------------------------------------------� SANITARY SEWER IMPROVEMENTS W 785 785 MARINE CREEK INTERCEPTOR -------------------------------------------� IMPROVEMENTS - PHASE I WW 780------------------------------------------- 780 SANITARY SEWER REPLACEMENT - PART II U c� c� PLAN AND PROFILE ------------------------------------------- 50+50 to 55+00 II II II II II II 11 II 750+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+005 DRAWNED. —MAB I sc1" 20 1 DATE: 09/27/19 I 2sO ET 6 � !!! WARNING !!! q EXISTING OVERHEAD/UNDERGROUND J TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES8OURIN THE AREA. c� \ k - 7t I CONTACT UTILITY 48 HOURS PRIOR TO '�\* CONSTRUCTION AT AT DIG-TESS, 811. F Z ZO 15 66, o,- g. U } _ Sewer Easement �nl`66�7 Pg. 744 0I \ 56+00 21 "SS 57+00\ \ W / EE N W \ N 15' SANITARY SEWER EASEMENT STA 181+45.96 M-365 VOL. 6690, PG. 822 D179512756 \ SSMH Rim-808.52' Lr) FL(15" out)=800. 63 U7 H (n W Z TRACT5AO1 J A S ROBERTS SURVEY ABS 1262 EE BOAT CLUB RD U ~ ONCOR ELECTRIC DELIVERY CO LLC STATE & LOCAL TAX DEPT 815 810 8051 8001 7951 790I 785 7801 PO BOX 219071 DALLAS, TX 75221 D15/3070229 M-365* LU. 11Ur il�— I � �- I �tnl iv i EXIST NG G(\'A,DE DI2/ .4 0 (PRO-IDED) 7s41 MG o N a Be Be II II 775 55+00 55+50 56+00 Be Be 56+50 a m 57+00 EX �6£bl-X C \ a5 S 3 \ ip � s \ SO I \ / �A, F+' STA 57+65.04. MH-41 \ REMOVE: EXISTING SS MH \ CONSTRUCT: 4' DIA STD ARMOROCK SS MH N: 6999718.30 F: 2298553.26 CC� F CITY -PROVIDED STATION: 18346.71 \GC � 1 N X ,rye F L 171 + ftia, �o �o I �9' A 0 0� tea, co�z I s m 57+50 I I I I 1 1 58+00 58+50 REVISIONS N0. Q DESCRIPTION DATE 1 Q RECORD DRAWINGS 09/27/19 .may N N o N 7 N KEY NOTES: 1O EXISTING FENCE CROSSING. CONTRACTOR TO PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. O EXISTING UTILITY CROSSINGS AT END CONNECTION. CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION (D-HOLE) OF EXISTING UTILITIES TO VERIFY EXACT DEPTH AND LOCATION PRIOR TO H CONSTRUCTION. PROTECT IN PLACE OR REPAIR IN KIND IF DAMAGED DURING CONSTRUCTION. CONTACT AT&T (GARY TILLORY: 817-338-6202) FOR COORDINATION WITH COMMUNICATION LINES. p" W W CONSTRUCTION NOTES U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. W NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! 815 THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 Fn _ FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 FTQy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS 810 HORIZONTAL & VERTICAL CONTROL 805 Q a THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS DELLL r j. AND REPRESENT THE AS CONSTRUCTED o sn _ CONDITIONS TO THE EXTENT THAT 800 sMm w o gR tl,c* DOCUMENTED CHANGES WERE PROVIDED im —DES As RECORDED D: me GEND u roinRRa OR FOR RECORDING. THE ENGINEER ASSUMES a. RE— LP. W "I Nin�nRixRi U NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE ro (siN 2s2-4ea4 r (nq 472-ate DOCUMENTED CHANGES ARE ACCURATELYA.Y W ANK—XXXX AL ev haft Nc DEPICTED ON THESE DRAWINGS. ACONSULTATRo iRe i_ FOR _N. — .—ME. El, IEER Reswus 795 DOE #7214 Q CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) R! SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 C 790 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT W SANITARY SEWER IMPROVEMENTS W 785 MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI WW 780 SANITARY SEWER REPLACEMENT - PART II U W PLAN AND PROFILE 55+00 to 57+62.20 1 775 DESIGNED. --- SCALE: DATE: SHEET I I 113 59+00 DRAWN: MAB 1"=20' 09/27/19 OF 27 REVISIONS NO A DESCRIPTION DATE jj�� &NVRCE IIPIIR T�Ly, NOR TO OFiOiU: N1 Tt .• '•'•','•'-'•`•'•`�NK4L nLa ANI W1H s�i�ipi 3i i�•� �i61! CUpnCnuE� �.� a Tri se m .sz of mrrur, 9wRfyJ, , [ V UNDER 'AK T ru PePTNs FOR eH1°ortn CGM.(N6f I16➢ rif11E NdSiuRE [xYIYHT ' H[a>-P�vEO o,w" aIr cnnmvw twiner 1•' aP.anu wN�Tm�a R1 ce�µc�.,H T� '.•.•.'. 11a••• O+em�rNi FoR� H I CITY OF FORT WORTH, TEXAS I REVISED: 1-2012 ACCEPTABLE BACKFILL I[ 33 05 10-D001 9Rlf{[S RC nF I I aax aRrPncrirn _sa io .secovnwuw _ usiuK TFFr _ FMRL JMEXa IV `Pl NTR RTH I CITY OF FORT WORTH, TEXAS REVISED: REVISED: 0&31.2012 ORT WD SELECT BACKFILL 133051O-DO02 alMnf2 NFfeA! HOiF id oiFm4i N �. Rcmmwa wm asrmn . ,we w sP,a For cuPRCHON iwo//c�niE �C D ❑ D ❑ p ❑ D R t ieII BwCiTLL ❑Qp�❑pp0 ❑Q❑�OQO . iREyEN 5FRICKiITy vpvp Qp Op OpO❑Op� GRESDpDo❑o❑o OQ p00 pC FwK .ware 13p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ p Ste. o o a n o . oII u aIEc1Ea eT an. i'r ❑ ❑ ❑ G eyRamLL ++Es �R�.■IIn I CITY OF FORT WORTH, TEXAS ��o CEMENT STABILIZED SAND (CSS) BACKFILL 1 A RECORD DRAWINGS 09/27/19 V N t` W c Q l z W CONSTRUCTION NOTES W NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. a NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT [� OF PROPOSED RIGHT OF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 QO FORT WORTH WATER DEPT.—FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Q5 ORCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800—DIG—TESS QO HORIZONTAL & VERTICAL CONTROL THESE RECOP,D DRAWINGS WERE PREPARED WEG0M12 USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED 101%LL r7p7r �� I CONDITIONS TO THE EXTENT THAT u o sn or ixE rs REVISED' 1MIN2012 OOCVHIEHRED CHANGES WERE PROVIDED FOR RECORDING. THE ENGINEER ASSUMES n N tax PM Tco NSTRU SNC%E TN NECDUU�E as RECORD HM P coaeRu conrwiTOR NO LIABIULY FOR UNDOCUMENTED CHANGES 131 NORTH i� on 33 05 10-0003 AND CERTIFIES ONLY THAT THE GESTHE ARE ACCURATELY iY aocuHEPICM THIS �. (_) zs __ _ prT IS NOT TO BE USED R __"E E ISSUED FOR ON DEPICTED ON THESE DRAWINGS CO TME ENANEEO NZyDOTHp FON sPO,ND,N,s OUR, EN. ODE ,I F4 CITY PROJECT #02223 K—XXXX MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430—CO2223—CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II CITY OF FORT WORTH STANDARD CITY DETAILS I DRAWN DESIGNED: D 6 I SCAN/A 1 DATE:09/27/19 123 OFT27 REVISIONS NO. A DESCRIPTION 1 A RECORD DRAWINGS DATE 09/27/19 't .^WFMEF AR �v hole m Dmo ; w ,w ` rM 11 OA tn. 0.5Y WILL b�Y 1•I ntl ntlnnnvnn9v0vn BE urn 11:11 iw 1111�r v c v L9STAlIn11G[ CiMARS 1N[ v HEW POR W Rnw¢ TIC SAC HG d[ AspPEC[m �1y1]�• p p� v p gym' dloa o..... 000'va o9 Bvmis E'FO� I CITY L ED WORTH,TRE sF CONTROLLED LOW STRENGTH MATERIAL (CLSM) 6ACKFILL Pi AN lAFW - FRAMF AND COVFR 1tEVISED=1oA8-20I2 33 05 10-DO04 PROFILE NEW - COVER PROFILE VIEW - FRAME_ R1PfAC[ REPMR Nl IS INAT Yt��iRWiq[ CWN y • _ _ _ _ �WRF4 MYa us ARVrAHIE BAp1RLy •-an 4 ff E IJW Md�� iW eAc�m.L N .aaAewri rM. _ . FORT ►►ouii I CITY OF FORT WORTH, TEXAS DEEP TRENCH BACKFILL I. PAE. SilMOIRo Fliw•E �w0 [O4IIt E� Aoi 3=04 E T0-1 EO - JO CH UE OR CN Pf MIAii 2 ODS SNIa BE AfIE;RwiY uwMEo TAS 02SOrATEo ONC WnH RcreT "WRrR ww PER sEOcnoN a FOR WAnR AHD S TM SEWER, 11 MINHUM .]0-HOI WEMNn, I MUM AANh6S A. FIR 5*WA[ ER-N AEy -ES of m.WCS SR_ w MwNUW 24-Ixp� E�PfNA.6 FFp STT.A A OS T], Rmt. OFK9 IN Lw •x PMESPC HE DRAWWCS d WX Cd AS Fk;OLOFEy PER v H[WF —E �Rm1�lIX On n asscN�r oirAWs roP BELOW MIMhd.0 71..T..:l' ..1. . . '- 01 PaMEiVp 5;q AAJEAuo� T Wi90E (F FlIlA1[ , ANp L[� rHAx OR EWK W Oui9oE CME CF - le[1C3 SHwi �EACDSNLR[�iE. `•I' �E OCRE oR TOP -ti ik : CM[nAAx AS ORO PW + ORAWINW iH&CE DiNWEIER `d�FLL BE PER �w n Cf FRAME Ate[ �WE,ER PLAN +nEW — GRADF PING' `- �RTWFORTH CITY OF FORT WORTH, TEXAS i 3EVISfD: 1Ui&2012 i MANHOLE FRAME, COVER AND GRADE RINGS 33 OS 13-D009 NOOM NT for Ea1,AL IIPk R EFPTH C1 = W_ 15' nfm fiEVCO RTMRTii 33 05 10-DOOS �Eb'iAw �Ruw10 TYPICAL PROFILE 9.C+'Fa rcRncw. r ENBTh6 CRWHD `iAFNa. iPFhLfI I 'IULi N'/V.L L TYP1f:Al SFrTii7N CITY OF FORT WORTH, TEXAS TRENCH WATER STOP z w CONSTRUCTION NOTES W U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE P. 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: w AT&T (817)-338-6202 rn REVISED: 0891-YO FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 >; ATMOS ENERGY (214) 695-4808 Qy 33 05 10-D0 01 ONCOR CAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED��"" �T+/,{.�/AJ CONDITIONS TO THE EXTENT THAT TNIS ll DOCUMENTED CHANGES WERE PROVIDED cENEP.LL CONnucroR FOR RECORDING. THE ENGINEER ASSUMES HE HM, LP P3 NO LIABILITY FOR UNDOCUMENTED CHANGES DENA TRi�H 06 AND CERTIFIES ONLY THAT THE a (Airy) 2s2-4eo4 v p1R 472-e2e DOCUMENTED CHANGES ARE ACCURATELY DEPICTED ON THESE DRAWINGS CON SULTATON AND APPR-AL ByANN LHF El, TEEN NESPan,_ F _Nl THIB ....ENT DOE #7214 K-XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II CITY OF FORT WORTH STANDARD CITY DETAILS II DESIGNED: DB I SCALE: DATE: SHEET DRAWN: MAB N/A 1 09/27/19 24 OF 27 REVISIONS NO A DESCRIPTION DATE PLAN NEW P•>aE.T r.vAR rc -� •: T F SECTION VIEW s WEAy EMS ARE rvnCuo me +uA ANY pE7✓AI� �.�rQL. CITY OF FORT WORTH, TEXAS eEx� REVESED: U&31-2017 ►►��{{ll TH MANHOLE LID ASSEMBLY • EXISTING HMAC PAVEMENT (FLAT TOP) 133 05 13-DOI I -'.. ' . . '` E cP v4A.i PI irvE sNAc x' A°MLu.oea u+ YEO a x mpw Oac wr.ua .IL nvr Ire a F w�"0`EOimEerrs ARE �sEa TrvEr / 0 9F u��1 rs• �w IWAL ww. w rnec nwI a mrA1 .,N, AQE q.,a sr,.. x Akcxm. EASE Aerial ARE FOR - AP'nE" - + uArixp.ErFUT mP sxxl EZTEiaD C • % GIAN.E! Is vN_1. ME PSCaOE PFJwG+GEuGIr rm� TO rwWEE. Umm -4 ANO Ew/.rt of aIn WLY OAST — ELAT A4 OMER rail u OOC'w'Ero EATERESET aE G HAUL Eo . E _Fw. RAISED SFCTION VFW CONCRETE �hfA[ !wo Ca2r AS - ETUAR rL�CJ1Eu N irN pk+�IRlai .` Ewai (+WE FA[c Tr .A:. wwln I �xDF•y'd' • ORLt- =i Eunw.i.Yi IT Y uN LT wBE AnTws PEn er.AowwEm p; N r• MN. �-C a JPL!. fiL M Oa e WI C% Fi.USH sFsnDxL ti� �E � A= �ErEN� A .� P" p.p'al CITY OF FART WORTH, TEXAS kEVISED: 0&31-2111 R! i MANHOLE LID ASSEMBLY - lr UNIMPROVED SURFACE (FLAT TOP) 33 05 13-D015 1 A4 rE -f wnEeiRE E'a A YeEtxxo u CITY OF FORT WORTH, TE7(AS MANHOLE LID ASSEMBLY • EXISTING CONCRETE PAVEMENT (FLAT TOP) JATVN, R A rma A K s [ WOATpu. Tv FILL—pF n ru sE NO USSS Ap s fotAi WAx US, TRm 10 q*s O[0. RfO,Ax ..x REVISED0&11-x17 33 05 13-DO13 UTILITY COLOR TABLE I _•. UTILITY COLOR C P POTABLE U WATER BLUE A T P RECLAIMED PURPLE U I E WATER SANITARY T L L GREEN SEWER I I ( STORM T DRAIN RED O Y E 1�N Sx ORTMb RTH (817) 302-4477 rPVE •m ewce w AEx umrr .'. ,aF„o, I817} + - case AT�. eua[ecw 392-8296 1 x UTILITY WARNING LABEL N.T.S. +r yAaREnS �w.t B< IreWa[D IUI AEL vdNA wn101. *E=ED ..Tea PNO 5WIAF1 a R LINES WATDR ERSr. Am m ME GRRlNS_ � NGS DI T�ryryxn CITY OF FORT WORTH, TEXAS I REVI Sf:d: [I&31 -2011 T�VVIl1l��ff UTILITY MARKER POLE I[ 33 05 26-DO16 .-� • S urn l.]+ +NiL amE• M'E�uuRws� mwnwN1 PM PAR. .uRVOSE� 1 A RECORD DRAWINGS 09/27/19 V t` w c Q 5 H z w CONSTRUCTION NOTES w U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, Q RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. a UQTL: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE p.I 5' UNLESS OTHERWISE NOTED. W NOTE: OONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT (� OF PROPOSED RIGHT OF WAY.M/ THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: w AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED E2;EIf�$�j USING INFIRM PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED ENT �osEr COND[TIONS TO THE EXTENT THAT THIN N o DOCUMENTED CHANGES WERE PROVIDED ASE" E aoio rvBY`T E GENERAL co�ACroR FOR RECORDING. THE ENGINEER ASSUMES ory REHAB, LP -0 LIABILITY FOR UNDOCUMENTED CHANGES "I NOR R"So AND CERTIFIES ONLY THAT THE rnrm. ( ?) zsI ODCUMENTEO CHANGES ARE ACCURATELY CSlID BE R S.UEB OCR CON`HRUoN OR ANY OTHER PURPOSE WITHOUT P DEPICTED ON THESE DRAWINGS µo T"E ENGINEER RESPONSIBLE FOR SEAu"c T"is oocurvENT. DOE #7214 K-XXXX C7Y PROJECT J02223 MAP5C0-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO, 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT — PART II CITY OF FORT WORTH CITY OF FORT WORTH, TEXAS REVISED,-1&2113 oxTWnrrla STANDARD CITY DETAILS III CONCRETE ENCASEMENT FOR UTILITY PIPES 33 05 10-DO17 DRAWN:DESIGNED: M a I SCALIVE: I DATEOg/27�1 9 I 25OSHEET r rr YA, ixin.i awffu Fmnwi FoRTWoRTH I CTFY OF FORT WORTH, TEAS SEWER I[ I RF,VISF. D: BR31 �O1p EMBEDMENT FOR SANITARY ALL SIZES 33 05 70-13201 HL-93 LOADING aA;E E.— I Do �1 T fp Cu*fNRU PPE GENE H�� �° ILI G RREi RER°"5:.a°aw� �H RHAA YkT. lam 4H" POLYMER MONOLITHIC MANHOLE SPECIFICATION! rinbxrt;5 6AM �OHis AVNHRW[5 gn XE16Hi�TT APPRO BASE Gisi APW BASE I r T. 4 1. T. �° e� a9. e= ...� 0 48" POLYMER MANHOLE K WIT: BOwO �PEIRu.I� xp�3-8tt! SrtAN k A IJY 0 1 02 Yn Yfs situi l! s cql x RY] SxwEL R swviRY ee uka^xtiLS 9'Uu J[!G eE �WNEp roR u< s� uY sElgt rxuH1�4 wix caxskxnxc u 5 or Y HIM oxEA A. HINGED BE BEwPm ASB I= sEiEr. 1z-flEJ s �o�c .`�nn`�`ri ca a J CAST -IN -PLACE Yruw - - -_ I • E�ew... xe . r Hx Nx. '.•ws I . 9 B wo EEr*.eu.• � • I - �IOI- RueeDR�.ESS I _. : •. IT Au uAsl l •� :�,-, �Haasv I •f� nE I war wlcrwl. /+' I o PIPE _— sEc secQd�EClwx'N�•. -� __._ I •, caxrecnEN ix °HZ I •Joce W"ff m [oR��''711 w w II` 1. r W a M RTR W+Mp[ w oxAY�x a. asr ae ttt evaFu .ssam a�n Flnsk s, xo "G Dui errar°F.c[°s: ON nxEcnc+s ::�;reso�DYeM,AOpRER •xrnax - CITY OF FORT WORTH. TEXAS REVISE0:061 P70[3 CITY OF FORT WORTH, TEXAS REVIS€O Pk06P018 F`�O-'R�T WORTH STANDARD MANHOLE . 33 39 i r STANDARD DIAMETER DROP MANHOLE 3339 10Y1O-17208 7 012 D-D209 1 ex• ahRREL o.o. �v sM3s• 9EU ep. 48• JOINT DETAIL Bum Nrssnc IIE9ER GA9(ET (OPTOHALi 4Ir STACK UP POLYMER MAMRXE SPECIFICATIL�1i6 10. N' �. THCNNEBSf .1001 eOT MIGHT Or THEPEIl ��8• POLYMER MANHOLE JOINT I, µH: Y Lx udI nLO� �IT4}.I A�OEK 4WIC a-a-�e k o 2of2 REVISIONS NO. Q DESCRIPTION DATE A RECORD DRAWINGS 09/27/19 't z w CONSTRUCTION NOTES w U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE NOTED. [� NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: w AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED FtX (00Ftj2 USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED CONDITIONS TO THE EXTENT THAT DOCUMENTED CHANGES WERE PROVIDED cErvExAi C%Nnx cTOx FOR RECORDING. THE ENGINEER ASSUMES EM CDNKRUCT ON & NE —,LP NO LIABILITY FOR UNDOCUMENTED CHANGES AND CERTIFIES ONLY THAT THE 0— Ri32) 2s2-4604 r (7IR 472-3262 DOCUMENTED CHANGES ARE ACCURATELY— PRIOR DEPICTED ON THESE DRAWINGS ArvO TME Erv°rvEER RESROxsIBP FOR sEu,rvO Txls O—ENT DOE #7214 K-XXXX CITY PROJECT #02223 MAPSCO-32(T/U/X/Y) SEWER PROJECT # 59607-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II CITY OF FORT WORTH STANDARD CITY DETAILS IV DRAWN [DESIGNED: MAB I SCAN/A 1 DATE:09/27/19 I 26S OFT27 REVISIONS NO. A DESCRIPTION DATE PLAN_ NEW FR,SM[ 'lip COIaA h5 WwGA3E0 M T1E [RANA^s MuyHgE LU AeFD uNWRO1F1{ AS MRGATEO IN nEH�E ACME Y2 —S NO E DRNXI3$ !ImU R SN E BE riBMC11ET MANHOLE 6M�rAND WII W.OR7 HH-20 LOaDNG IIF iG PEOwHOXn 1� AERG A55 NDNFOKYV FIRE ..HDU i RL AN) 0,10 ENr os to c—O ON THHL ORAwnus$ Np RRw 511 33 Os to E EAeEU=lol - aHw-L eE rn�sHEO m % 10 N 0.1 MZt0 trl _ HHrwAr INTO NamOI,% a. wD nRm wn HOE RuwcE !TR 1 LRUSNEO RON m �c" m ps to, 'MERE GROU—TER IS eRE Rn.m. µwP� s Ao[�N FUR_ _ 7 W 1plo-_ iv - ar xNO NAl1FR ` TO RwE s•x - xv TOW vvE I PROFILE VIEW CITY OF FORT WORTH TFXAS FIBERGLASS MANHOLE NO eE, ME RFR wN1u0.E M AS N DCII Tff' ib THE 2 •LL =ECTIONS L BE FOR NATD1 TISHT SE BAOff41NG ' u�weismOR� 1. eE suis-o rnni 4. F ONLr Pf ff5F9 Ar THE CITY. TraN OF U OUNO MIN1;31 9n"U iMTi 6s EUT. 6 MDRRIE$ NA�puiE µMD cz�i DIITo MMWRE REVISED: 013-31-2012 33 39 30-D212 Fu � ormYc ..I I� ROUNLFA ZD Y.' 9OLMr .I• [x• SAREL AFf1 FACE � ?6' OIA aos� CAL T - Ef�FndL rR /mo FMX t T.'❑RI CITY OF FART WORTH, TEAS f SAWED JOINT DETAIL REVISED: OMI-2012 3213 13-D518 PER 3 13 1]-W E>asNC 1Y6vRxLE .=c�1CH REpAn L...a rMwE 2anc Locnnais n,mas f-H Hues alx• o.cr.w. HO1[ ETE a to YR9 0.1) pXENYOM s—NN,'e' g�ALL RAN0. w1HERE� '�f SHALL 8E 12- 13ApaILI IIIA uL FoR� I CITY FORT WORTH. TEXAS I REVISED 78-31-2pt2 I} CONCRETE PAVEMENT TRENCH REPAIR - 4[ ARTERIAL & INDUSTRIAL STREETS 32 01 29-D522 1 Q RECORD DRAWINGS 09/27/19 N C` W O G1 M 7 N Q z W CONSTRUCTION NOTES W U NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, QI RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE pW.� 51 UNLESS OTHERWISE NOTED. W NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FOOT FG OF PROPOSED RIGHT OF WAY. R! THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: W AT&T (817)-338-6202 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 ATMOS ENERGY (214) 695-4808 �Qy ONCOR GAS & ELECTRIC (817) 215-6288 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL THESE RECORD DRAWINGS WERE PREPARED ` Ituco� USING INFORMATION PROVIDED BY OTHERS AND REPRESENT THE AS CONSTRUCTED 11 CONDITIONS TO THE EXTENT THAT q o sn DOCUMENTED CHANGES WERE PROVIDED ENEa CO NE`T roR FOR RECORDING. THE ENGINEER ASSUMES R HAR, LP. 'a11 NO LIABILITY FOR UNDOCUMENTED CHANGES NE�H RICHtog AND CERTIFIES ONLY THAT THE = (. j zsz-.eaa _ prD _-azez DOCUMENTED CHANGES ARE ACCURATELY E DOCUIS NOT TO BE USED OR ISSUED FOR DEPICTED ON THESE DRAWINGS. DOE #7214 K-XXXX C17-Y PROJECT #02223 MAPSCO-32(T1U/X/Y) SEWER PROJECT # 59507-070430-CO2223-CO1787 MAP NO. 2024-428 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER IMPROVEMENTS MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASEI SANITARY SEWER REPLACEMENT - PART II CITY OF FORT WORTH STANDARD CITY DETAILS V DESIGNED. DB I SCALE: DATE: SHEET DRAwN: MAB 1 09/27/19 27 OF 27 72-inch Raw Water Pipeline CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK. THE CITY OF FORT WORTH, TEXAS WATER DEPARTMENT Plans for: EAGLE MOUNTAIN X-21468 72" RAW WATER TRANSMISSION PIPELINE MICHAEL J. MONCRIEF Mayor CHARLES BOSWELL City Manager � ❑Kimley-Horn and Associates, Inc. 801 Cherry St, Sate 1026 Ft Worth. TX 78102 8V-335-M'n WATER PROJECT NO. P164-060164052005 APPROVED S. FRANK CRUMB, P.E. ` DIRECTOR, WATER DEPAR T Date CHARLY ANGADICHERIL/13t� ASSISTANT DIRECTOR OF WA CTION RECOMMENDED CHRIS P. HARDER. P.E C'l,,L N,...C_._ ��3/06 PROJECT MANAGER, WATER DEPARTMENT Date LOCATION MAP *"o ORT NORTH TMREC KIMLEY- R1E CI AS REC PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR MOOING ORIGINALLY SEALED BY JENIFER TATUM, P.E. 87915 OR GLENN A. CARY. P.E. B059B INC. o\\\\L111 ••• `:N90598 AR: � ✓ X-21468 SET NO. INDEX TO DRAWINGS IJ`.Q. SHEET NAME 1 COVER SHEET 22 2 INDEX OF DRAWINGS, CONTACT LIST AND DRAWING LEGEND 23 3 GENERAL NOTES 24 4 OVERALL LOCATION MAP AND SHEET REFERENCE 25 FOR PROPOSED RAW WATER LINE 26 4A OVERALL EASEMENT AND WETLAND LOCATIONS 27 5 CONTROL POINT LOCATIONS AND DESCRIPTIONS 28 29 6 72" RAW WATER PIPELINE STA. 0+00 TO STA. 9+00 30 7 72" RAW WATER PIPELINE 31 STA. 9+00 TO STA. 19+00 32 8 72" RAW WATER PIPELINE 33 STA. 19+00 TO STA. 29+00 34 9 72" RAW WATER PIPELINE STA. 29+00 TO STA. 39+00 10 72" RAW WATER PIPELINE STA. 39+00 TO STA. 49+00 11 72" RAW WATER PIPELINE STA. 49+00 TO STA. 59+00 12 72" RAW WATER PIPELINE STA. 59+00 TO STA. 69+00 13 72" RAW WATER PIPELINE STA. 59+00 TO STA. 79+00 14 72" RAW WATER PIPELINE STA. 79+00 TO STA. 88+00 15 72" RAW WATER PIPELINE STA. 88+00 TO STA. 98+00 16 72" RAW WATER PIPELINE STA. 98+00 TO STA. 108+00 17 72" RAW WATER PIPELINE STA. 108+00 TO STA. 118+00 18 72" RAW WATER PIPELINE STA. 118+00 TO STA. 128+00 19 72" RAW WATER PIPELINE STA. 128+00 TO STA. 138+00 20 72" RAW WATER PIPELINE STA. 138+00 TO STA. 147+00 21 72" RAW WATER PIPELINE STA. 147+00 TO STA. 151+32.43 PROPOSED 54" RAW WATER PIPELINE CONNECTION STA. 0+00 TO STA. 0+51.98 HYDRAULIC GRADE LINE EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN MISCELLANEOUS STANDARD DETAILS MISCELLANEOUS STANDARD DETAILS MISCELLANEOUS STANDARD DETAILS MISCELLANEOUS STANDARD DETAILS MISCELLANEOUS STANDARD DETAILS MISCELLANEOUS STANDARD DETAILS MISCELLANEOUS STANDARD DETAILS EROSION CONTROL DETAILS CONTACT LIST CHRIS HARDER, P.E. HERMAN FRANKUN JENIFER TATUM. P.E. GLENN GARY. P.E. DOTESS JERRY JACQUES JOHN CRANE KEN NUCKOLS GREG PIATT TED GAY, P.E. JOE TRAMMEL, P.E. DAVID MARSHALL. P.E. CITY OF FORT WORTH - WATER DEPARTMENT CITY OF FORT WORTH - WATER DEPARTMENT KIMLEY-HORN AND ASSOCIATES. INC. KIMLEY-HORN AND ASSOCIATES. INC. DIGTESS SOUTHWESTERN BELL TXU ELECTRIC AND ATMOS GAS CHARTER COMMUNICATIONS MEESE AND NICHOLS, INC. TARRANT COUNTY TARRANT REGIONAL WATER DISTRICT (817) 392-6820 (817) 238-9978 (817) 335-6511 (817) 335-6511 1-800-344-8377 (817) 338-6819 (817) 215-6214 (517) 454-5808 (817) 509-6272 EXT. 3363 (817) 999-9135 (817) 811 -1153 (817) 335-2441 �g 2 N E'o � g Y e '1 ad ❑B i< Tn N It 3 c CATHODIC PROTECTION SHEETS N co W DRAWING LEGEND 01 CATHODIC PROTECTION DETAILS W C. 02 CATHODIC PROTECTION DETAILS EXISTING WATER UNE EXISTING STREET SIGN CL 03 CATHODIC PROTECTION DETAILS m EXISTING SANITARY SEWER UNE EXISTING POWER POE i N 04 CATHODIC PROTECTION DETAILS -m WITH DIRECTION OF ROW ARROW m EASTING POWER TRANSMISSION TOWER i OC •y FISTING STORM SEWER UNE G EXISTING UGHT POLE j _C •• • EXISTNG GAS UNE y PROPOSED AIR RELEASE VALVE ' Y "C x EXISTING OVERHEAD ELECTRIC PROPOSED HYDRANT C ur4 EXISTING UNDERGROUND ELECTRIC T N PROPOSED 0 7 ucT EXISTING UNDERGROUND TELEPHONE WATER WATER VALVE It PROPOSED REDUCER L EXISTING CURB ® PROPOSED CATHODIC PROTECTION TEST STATION S� ` I� —•—•—•— EXISTING WOOD FENCE O E%ISTNC CATHODIC PROTECTION WEST STATION - - - - EXISTING CHAIN UNK FENCE P PROPOSED BLOW OFF VALVE � "—•—"— PROPOSED WATER UNE n T LE ice+ lb EXISTING EDGE OF PAVEMENT EXISTING TREE +_+ LJ"1 2 -- — — — — PROPOSED EASEMENT 6� TREE TO BE REMOVED U J 0 EXISTING AIR RELEASE OR BLOW OFF ELECTRIC MY WIRE VALVE ® CONTROL POINT RE: A/B REFERENCE FIGURE A ON SHEET B 0 GEOTECH BORE LOCATION — — — — — — — EXISTING EASEMENT 0 Z Q W < U) J J o z O U Q 3. H Z Z 0(-) 0 U 8 0 9 RECORD DRAWM �^ o IEYMED TO R31ECT OON91H1CIgN REIDM u IRIS RECORD DRAWING SET IS BASED �z•' ;' i y UPON INFORMATION PROVIDED TO w 1� KIIMLEY-HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL — — — — — AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES y DURING CONSTRUCTION TO TIME PLAN SET BODING ORIGINALLY BY ENI FER SEALED BY J 87915 A. RY. P. W OR GLENN A. CARP, P.E 8059® 98 OF b A[E3 NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE. PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY TIE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN ME FIELD. ME OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ME ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. ME CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES. FOR COORDINATION OF ME WORK WITH ME OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AM FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM ME WORK. ME COST OF ALL WILL HAVE BEEN CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. TIE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTUTY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. A) NOTIFY DIGTESS (1-800-344-8377) TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. B) CAUTIONI BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT TXU 48 HOURS PRIOR TO EXCAVATION (KEN NUCKOIS: 817-454-5808) C) CAUTION] BURIED GAS UNES MAY EXIST ALONG MIS PROJECT. CONTACT ATMOS 48 HOURS PRIOR TO EXCAVATION (JOHN CRANE. 817-215-6214) O) CAUTONI BURIED TELEPHONE CABLES MAY EXIST ALONG MIS PROJECT. CONTACT SOUTHWESTERN BELL 48 HOURS PRIOR TO EXCAVATION (JERRY JACQUES, 817-338-6819). E) ME CONTRACTOR SHALL NOTIFY ME CITY OF FORT WORTH PROJECT MANAGER 48 HOURS PRIOR TO ME START OF ANY CONSTRUCTION (CHRIS HARDER: 817-392-6820). (TED GAY: 817-999-9135). 2) THE CONTRACTOR SHALL REESTABLISH ANY PROPERTY MARKER. BENCHMARK, ETC. DISTURBED DURING CONSTRUCTION TO ITS ORIGINAL LOCATION. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE VERTICAL AND HORIZONTAL CONTROL THROUGHOUT THE PROJECT. 4) ONLY THOSE ITEMS LISTED IN THE BID FORM WILL BE MEASURED AND PAID FOR AT THE UNIT PRICE. ALL OTHER WORK WILL BE CONSIDERED SUBSIDIARY AND WILL BE INCLUDED IN ME UNIT PRICE FOR THE VARIOUS BID ITEMS 5) ME CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, EMISSIONS, TRENCHING, SHORING AND SITE SAFETY. 5) ELEVATION ADJUSTMENTS AT CONNECTIONS MAY BE MADE W W BENDS, OFFSETS. OR JOINT DEFl.ECTONS. JOINT DEFECTIONS SHALL NOT EXCEED 50% MANUFACTURER'S RECOMMENDED DEFLECTION PER JOINT. 7) ME CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINED JOINTS. ALL STEEL PIPE SHALL BE RESTRAINED BY WELDING EVERY JOINT. BAR WRAPPED CONCRETE PIPE SHALL BE RESTRAINED IN ME LOCATIONS SHOWN ON ME PLANS AND AS REQUIRED IN ME SPECIFICATIONS. 8) WHERE WE CONTRACTOR DESIRES TO MOVE EQUIPMENT NOT LICENSED FOR OPERATION ON PUBLIC HIGHWAYS ON OR ACROSS ANY PAVEMENT, HE SHALL PROTECT ME PAVEMENT FROM ALL DAMAGE. 9) POSITIVE DRAINAGE MUST BE REESTABLISHED FOR ALL DRAINAGE SWALES AND CULVERTS AFFECTED BY ME CONSTRUCTION OPERATIONS. ME COST OF TIS WORK SHALL BE SUBSIDIARY TO ME VARIOUS ITEMS LISTED IN ME PROPOSAL 10) ME CONMACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PREVENT WEE DAMAGE. SHOULD A TIME, NOT ALREADY INDICATED ON ME PLANS FOR REMOVAL, NEED TO BE REMOVED IN ORDER TO COMPLETE ME CONSTRUCTION. ME CONTRACTOR SHALL CONTACT WE OWNER PRIOR TO REMOVAL OF ANY WEE AND IN ACCORDANCE WITH ME SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL DAMAGES PAID BY ME CITY TO ME LANDOWNER PER ME EASEMENT AGREEMENTS FOR DAMAGED TREES. IN SUCH EVENT, ME CONMACTOR SHALL REIMBURSE ME CITY FOR THESE COSTS. 11) ME CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE PROPERTY WITHOUT PRIOR WRITTEN AGREEMENT WITH PROPERTY OWNER. 12) NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS, WITHOUT WRITTEN PERMISSION FROM ME CITY OF FORT WORM. IF ME CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT WRITTEN PERMISSION. HE SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTNC FROM SUCH RILL AND HE SHALL REMOVE ME MATERIAL AT HIS OWN COST IF ME OWNER SO DIRECTS. 13) AT PROJECT COMPLETION. 111E CONMACTOR SHALL CLEAN UP AND RESTORE ME AREA OF OPERATIONS TO A CONDITON EQUAL TO, OR BETTER MAN MAT WHICH EXISTED PRIOR TO INSTALLATION OF ME WATER PIPELINE THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ME FINISHED GRADE ELEVATIONS TO ME SAME ELEVATIONS MAT EXISTED PRIOR TO INSTALLATION OR M THOSE SHOWN ON 111E PLANS. A FINAL INSPECTION AND APPROVAL BY ME GTYS ON -SITE REPRESENTATIVE SHALL BE SECURED BEFORE TIRE CONMACTOR MAY LEAVE ME JOB SEE. 14) DAMAGE TO ANY EXISTING CULVERT OR CULVERT HEADWALL SHALL BE REPLACED AT ME EXPENSE OF ME CONTRACTOR. 15) ME CONTRACTOR IS REQUIRED TO SAW CUT ALL PAVED SURFACES PRIOR TO ANY EXCAVATION. 16) CONTRACTOR SHALL REFER TO CITY OF FORT WORM DESIGN CRITERIA STANDARDS FOR WATER DETAILS, UNLESS OTHERWISE SPECIFIED. 17) ALL PIPELINES ARE DIMENSIONED FROM ME R.O.W UNE OR EASEMENT LINE TO ME CENTERLINE OF ME PIPELINE, UNLESS OTHERWISE NOTED. 18) ME CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A STORAGE AREA. ME STORAGE AREA SHALL BE SECURED. BY FENCING OR SOME OTHER METHOD THAT DOES NOT ALLOW ACCESS TO ME STORED PIPE MATERIAL. FITTINGS OR APPURTENANCES. MATERIALS SHALL BE STORED SO IT REMAINS CLEAN AND FREE MGM DEBRIS. 19) ME CONTRACTOR IS RESPONSIBLE FOR SECURING ME CONSMUCTION SITE AT ME END OF EACH DAY. 20) ME CONTRACTOR SHALL NOT BE ALLOWED TO PLACE ANY EXCAVATED MATERIAL ON ME ROADWAY SURFACE OR WITHIN THE COUNTY OR STATE R.O.W. 21) ME CONTRACTOR SHALL NOT BE ALLOWED TO PLACE OR STORE EMBEDMENT OR BACKFILL MATERIAL ON ME ROADWAY SURFACE OR WITHIN ME COUNTY OR STATE R.O.W. 22) DISTURBANCE SHALL BE UNITED TO THE EXISTING PERMANENT EASEMENT FOR ME 54' PIPE LINE AND ME PROPOSED PERMANENT AND TEMPORARY EASEMENTS FOR ME 72' PIPE LINE AS SHOWN IN ME PLANS 23) DURING ME MOVING OF CONSTRUCTION EQUIPMENT OR MATERIAL IN AND OUT OF AREAS MAT ARE CLOSED OR BARRICADED, ME CONMACTOR SHALL PROVIDE A MINIMUM OF TWO FLAG MEN IN ACCORDANCE WITH ME TEXAS MANUAL ON TRAFFIC CONMM DEVICES. 24) ME CONTRACTOR SHALL BE REQUIRED TO FOLLOW ME CONSMUCTION SEQUENCING AS OUTLINED N ME SPECIFICATIONS. ANY DEVIATION TO ME ORDER OF CONSTRUCTOR FOR ME PROPOSED WATER PIPELINE SHALL BE SUBMITTED BY ME CCNTRACTOR IN WRITING AND APPROVED IN WRITING BY ME CITY OF FORT WORM WATER DEPARNENT PROJECT MANAGER PRIOR TO INITIATING CHANGES. 25) UTUIY SERVICES SHALL BE MAINTAINED AT ALL TIMES. ANY CONSTRUCTION WORK NAT CAUSES ME DISRUPTION OF SERVICE MUST BE RESOLVED AS SOON AS POSSSLE. ME CONTRACTOR SHALL NOTIFY CHRIS HARDER AT (817) 392-6820. TED GAY AT (817) 999-9135, AND ME UTILITY SERVICE CONTACT. ME CONTRACTOR'S CREWS SHALL NOT LEAVE ME STE UNTIL ME SERVICE IS RESTORED. 26) IN ME EVENT OF A DISCREPANCY IN ME PLANS, ME CONTRACTOR SHALL IMMEDIATELY NOTIFY ME CITY INSPECTOR, ME CITY PROJECT MANAGER (CHRIS HARDER), AND ME ENGINEER. ME ENGINEER WILL CLARIFY ME DESIGN INTENT AND ADVICE ME CONTRACTOR ON HOW TO PROCEED. 27) ME CONMACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH EXISTING PROPERTY OWNERS FOR ACCESS TO THEIR DRIVEWAYS DURING CONSTRUCTION. 28) IN SOME CASES, INSTALLING ME SIGNAGE FOR ME TRAFFIC CONTROL MAY BE IN CONFLICT NTH OMER CCNSMUCTON ACTIVITIES. ME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING NTH ME CITY AND INSTALLING ME SIGNAGE IN GENERAL ACCORDANCE WITH ME PLANS 29) ME CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL PROPERTY OWNERS AFFECTED OR ADJACENT TO ME PROPOSED CONSTRUCTION PRIOR TO BEGINNING WORK ON EACH PROPERTY. ME LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS. A DESCRIPTION OF ME WORK TO BE DONE. AND ME TIME FRAME FOR DOING ME WORK. ME LETTER SHALL INCLUDE LANGUAGE VERIFYING MAT ME CONTRACTOR WILL COMPLY WITH ALL TERMS AND CONDITIONS SET FORM IN ME EASEMENTS COPIES OF ME LETTER SHALL BE FORWARDED M ME CITY INSPECTOR. ME CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISWiBUTION OF LETTERS SHALL BE CONSIDERED AS SUBSIDIARY TO ME COST OF ME PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. NOTES 30) DUCTILE IRON PIPE SHALL BE RESTRAINED AS SHOWN ON THE PLANS FOR 54-INCH FITTINGS 31) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. NOT A SEPARATE PAY ITEM. 32) ME CONTRACTOR SHALL VIDEO ALL POTENTAMY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND MAIN/LATERAL NAME. THIS PRE -CONSTRUCTION VIDEO TAPING OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY WORK. 33) EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. RIM ELEVATIONS AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. 34) THE PROPOSED PIPELINE MAY, AT TIMES, BE LAID CLOSE TO OTHER EXISTING UTIUTIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTUTY POLES, GAS MAINS, TELEPHONE CABLES, WATER LINES. CABLES. DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE DONE TO SUCH EXISTING FACILITIES AS A RESULT OF THE CONMACTOR'S OPERATIONS. 35) ME CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER CONNECTIONS TO ALL HOMES AND BUSINESSES IN WORKING ORDER AT ALL TIMES. 36) CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS OESIGNATED. AT LOCATIONS WHERE THE CURB AND CUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ME RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADES SHALL BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM, 3]) USE aF DRAGLINES OR OTHER BOOM -TYPE EQUIPMENT IN CONNECTION W TH ANY WORK TO BE PERFORMED ON TAU ELECTRIC DELIVERY CO. 38) ME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ACTIVITY WITH ME EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS CONTRACTOR NEAR STATION 151+32.43 AND MM ME EAGLE MOUNTAIN WATER TREATMENT PLANT CONMACTOR NEAR STATION 0+DO. 39) ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY PLUGS FOR PRESSURE TESTING ME PROPOSED 72-INCH PIPELINE. ME CONTRACTOR SHALL NOT TEST AGAINST ANY VALVES OR OMER FACILITIES CONSMUCMD BY ME PUMP STATION IMPROVEMENTS OR WATER TREANENT PLANT EXPANSION CONTRACTOR. 40) ME CONTRACTOR SHALL REMOVE AND STOCKPILE EXISTING TOP SOIL ALONG PROPOSED PIPELINE TRENCH. ME CONTRACTOR SHALL PLACE A MINIMUM OF 8-INCHES OF TOP SOIL WHEN RESTORING ME PIPELINE TRENCH. 41) ME PROPOSED PIPE CROSSES ENVIRONMENTALLY REGULATED AREAS. ME CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ME 404 PERMIT AS PROVIDED IN ME CONTRACT DOCUMENTS. 42) ME CONMACTOR SHALL COORDINATE WITH TARRANT REGIONAL WATER DISTRICT TO ARRANGE ME TEMPORARY SHUT DOWN OF ME SPILLWAY FOR CONSMUCTION OF THE 72-INCH WATER PIPELINE ACROSS 'WEST FORK OF ME MINITY RIVER FROM STATION 148+00 TO STATION 149+50 (DAVD MARSHALL: 817-335-2491). 43) HORIZONTAL AND VERTICAL CONTROL IS BASED UPON AND 83 DATUM USING CITY OF FORT WORM REFERENCE STATION AT MEACHAM AIRPORT. 44) AT NO TIME SHALL ME CONTRACTOR BE ALLOWED TO STORE MATERIAL OR EQUPMENT ON TOP OF ME EXISTING 54' PIPELINE AT A HEIGHT GREATER MAN 15 FEET ABOVE EXISTING GRADE. 45) LANDOWNER TO CONFIRM SUCH STRUCTURAL NOTES D SUBSIDIARY AND ARE BE PAID. ENGINEER, AND 1) STRUCTURAL DESIGN SHALL CONFORM WITH ACI 318-02 EXCEPT AS OTHERWISE INDICATED BY ACI 35OR-89 AND ALL APPLICABLE LOCAL BUILDING CODES. 2) CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-99. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUROINGS, EXCEPT AS MODIFIED BY ME SPECIFIC RECOMMENDATIONS OF ACI 350R-00 AND ME SUPPLEMENTAL REQUIREMENTS BELOW. 3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 Pei AT 28 DAYS. 4) ALL CONCRETE REINFORCING STEEL SHALL BE OF DOMESTIC MANUFACTURE AND SHALL CONFORM TO ME REQUIREMENTS OF ASN A615, GRADE 60. 5) DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315. 6) AN AIR-ENWAINING ADMIXTURE SHALL BE REQUIRED AND CONFORM TO ASN C 260. 7) A WATER -REDUCING ADMIXTURE SHALL BE REQUIRED AND CONFORM TO ASN C494, TYPE A. 8) COARSE AGGREGATE S12E SHALL BE NO. 467 AND CONFORM TO ASN C33. 9) CONCRETE SHALL HAVE CRUSHED LIMESTONE AGGREGATE. GRAVEL OR OMER TYPE OF AGGREGATE SHALL NOT BE ALLOWED. 10) PORTLAND CEMENT SHALL BE TYPE 1 OR III AND CONFORM TO ASN C150. 11) MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 2' UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE A MINIMUM CONCRETE COVER OF 3'. 12) DO NDI IMPOSE SERVICE LOADS (i.e. ROOF DEAD AND LIVE LOADS. FLOOR DEAD AND UVE LOADS, BACKFILL. ETC.) UNTIL ME CONCRETE HAS REACHED ITS SPECIFIED MINIMUM COMPRESSIVE STRENGTH. 13) SUBMIT ORIGINAL SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. PROVIDE BAR SCHEDULES, STIRRUP SPACING, DIAGRAMS OF BENT BARS, AND ARRANGEMENT OF CONCRETE REINFORCEMENT. RECORD MAVVM REND TO REFLECT DOUITILLIM ROOM THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES. INC. BY ME CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS ME CHANCES DURING CONSTRUCTION TO ME PLAN SET USED FOR SOONG ORIGINALLY SEALED BY JFNIFER TATUM, P.E. 87915 OR GLENN A. GARY, P.E. 80598 m 2 y N N Q � a � Y N = rc 3 1' d LA i Z \ vN GJ X 3 C CIS W r d t N C 2O ^ C J C y CVl 4J G 0 0 to w- ` Ft O N T � N yJ W Nq U a) W O Z J Q cr w Z w a 8 OF x 9WER OF x 9WER IMF L liILI- • 1 ) i t * • £ R l 43.+ jt Y n.� 'Nr,l+u� •ate. ��� 1 ate:. A 41k, I� f 4� � � �'t �' '•� ASS r Y / ° i M.. r � i � �� :s 3Nw 4 A h M�•Y'c.. ' " Y"st.'t°`m' �. aiwa �Vi' y, s._ F.2`W- Si,r kf a oil k 1 t, i4 t r� y f. e 1 n c> N mz� <,Nimm pmz\ Fb<pm may > Um9 4 A D C) C) zltz ztl= ;1 W I I mz� pmza AJ 4D 14 Umy �A yy9 44U,p9 N Nqe wNN� A 1A � C) V I I m Zfli rmmZN <mN bm <Nbm O pJD /y3�A bD PHpp N��p L A N N Cim z\ emz` b<N pOm M<N88�^i y,J O(f rmO my8" pbiANV NO+L A F � N C) n 1 �mgm H% TO�� mO Pp� 1y O01,,G9m QUV J bmO m'p mp .l, A Li VI DATE: JANUARY 20M Q 'DESIGN: JRT/GAG Y all DRAW: KLD/MJM I CHECKED: GAG/KFC uuulh 'KHA N6. 061018027 � xuc Knr wrz ewr � CONTROL POINT LOCATIONS City of Fort Worth, Texas AND DESCRIPTIONS Eagle Mountain 72" Raw Water Transmission Pipeline C]—IJ Kimley-Horn and Associates, Inc. M*� I W1mt."Nnwa is, ao-neHnn nARR61 „m6®[A01IfWDSI JRi IOR /2007� E INSTALL: HORIZONTAL SCALE: 1' = 80' (1) 72�LA CAR , -SEE NOTCH CP TEST STATION TYPE CP 'RE CP SHEETS 01-03 N 6998703.70. E 2298552.]10 0 40 80 120 MAP # 2018-432 EXISTING 12' w.L. BLOW OFF VALVE SHEET NOTES: r--- _ 1. CONNECTION TO OTHER 72' PIPELNE WILL BE BY WATER TREATMENT PLANT W CONTRACTOR. WATER PROJECT NO. P164-0601640523003. PIPELINE CONTRACTOR r IS RESPONSIBLE FOR COORDINATING 0C.P. p CONNECTION OF 72' RAW WATER PIPELINE WITH WATER TREATMENT PLANT CONTRACTOR. 2. TXDOT PERMIT /220-BC-458-05 HAS BEEN ISSUED FOR ME PROPOSED CROSSING STA. 0+20.00- OF FM 1220 (BOAT CLUB ROAD). A COPY OF BEGIN 92' BORE OR TUNNEL THE PERMIT IS INCLUDED IN THE AIM STEEL CASING PIPE OR SPECIFICATIONS THE CONTRACTOR SHALL BE TUNNEL UNER RE: A/29 RESPONSIBLE FOR ADHERENCE TO TIE N 6998703.73, E 2298532.71 REQUIREMENTS ASSOCIATED WITH THIS PERMIT AND SHALL CONTACT JOHN BAXTER EXISTING FORT WORT O (817) 370-6597 48 HOURS PRIOR TO WATER DEPARTMENT 120' STARTING CONSTRUCTION OF TIE ACCESS EASEMENT INSTALUITION. 3. DIAMETER SHOWN IS FOR 1W mcC xUm, Ow y cNMn s4�Aam EL PIPE STEEL PINE TUNNEL BORE FCTi BAR -MAPPED PIPE SHALL BE 98'. E 96'.. U.aiti. 4. CONTRACTOR SHALL FIELD VERIFY EXACT n. WOem Isaux mwswmw TXM DECTUc OUW6r m my ELEVATION, LOCATION, ORIENTATION AND (NTI I--2M UNGswmwe9 MATERIALS OF CONNECTION PIPE PRIOR TO MM M IN ORDERING MATERIALS GENERAL NOTES 1. THE EXISTING 54' RAW WATER 2. PROPOSED CATHOLIC PROTECTION TEST PIPELINE IS SHOW IN THE PROFILE BY STATION LOCATIONS SHOWN ARE FOR STEEL ELEVATION ACCORDING TO TIE RECORD PIPE. IF CONCRETE PIPE IS USED, REFER TO DRAWNGS. THE ACTUAL DEPTH OF TIE CATIOUC PROTECTION (CP) SHEET 03 FOR PIPELINE IS NOT SHOWN. REVISED LOCATIONS. / IPRfI I V V `•--j CAUTION! BUMED FIBER OPTIC CABLE ALONG THE WEST SIDE OF BOAT CLUB ROAD. - GINTEMPORARYCONSTRUCTIONCE ALONC EDGEOFTEMPORARYMATCH LPE STA 9400 STRUCTIONEASEMENT RE: 8/31PR OSgEDO 10' TEMPORARY/1' CO STRUCTON EASEMENTmas TA. +34.60 III H:M},N■IkOVFl07 - D 9 BORE OR TUNNEL ` THIS FOR S EL CASING PIPE OR\TON LINER RE. A/29 j ' N fig98] 50,E 2298418.J1 ST 1+ .00 PROPOS & 1 INSTALL: Y XTO ENFGY CP ST ETS TYPE CP ¢ew. wMDI mwums sr .W ', RE: Cp SHEETS Ot`-03 cu+m lae.als ..aas I e GAS LINE �(BY 0 IERS)� .vl. IoOa r ve 9xT.c.rA PROPOSED EO' PERMANENT "Z0_18 V(pTER LINE EASEMENT STA IN STALL INSTALL: y it 'STI 1n]0.00 TEMPORARY CONSTRUCTION fl FENCE WM 14' GATE ALONG EDGE OF J (1) 72' 90.31J HORIZ BEND RT. CONSTRUCTION EASEMENT RE: 6/31 I ' I f N 6998703.48, E 2298382.71 PROPOSED 10' TEMPORARY 6 I B =STA.2+00 30' RT CONSTRUCTION EASEMENT 15.00' I TALL:"(2) FRAME STRUCTURES PROPOSED 30' PERMANENT PROPOSED M" vM RE:�B/28, 13/29 @ C/29 WATER LINE EASEMENT PERMANENT WATER \I i I / I RoR I 'I d I, LINE EASEMENT "'lll STA. Y+15.00 cXISTINC 30' PERMANENT 6 /5 Y` O UTILITY EASEMENT ggy- O {I INSTALLS STA . 4+52.00 STA. 6+54.38 I ' (1) 12' BLOW OFF VALVE INSTALL: INSTALL R OFFSET MANHOLE 10' RIGHT ///-(1) fi' COMBINATION AIR (1) 72' 90.31' STATIDCI 6+b0.00 �I RE: D/27 / HORI6 BEND LT. -SET 20d35' p� 6998T4&48, E 2296382.92 ,! RELEA8E VALVE RE: 838 N 699918].83, 'f dl N 6999985.4], E 229B3B3.BB E 2298384.]1 I r 1 ONI6 ' �. ARY CONSTRUCTION I - ' .. SCE ONG EDGE aF / M 3Q x 1j}00——(7'�.e� h I ENTIR 2CE ANQI 11�4'rA 3 O 20: \STRU CN EASEMENT RE: B 31 v a.�,_J - • '/' - ' E%IS LOVE ANQER3 CE LF PRbPOSED 5J nJ-___� PROPOSED 72N RAW WATER ( ) TRAN72"SMISSION RAW WATER ~ \ - _ - 5 T STNGA. TB 34 S RT �' RE: y8/30 1 TRANSMISSION PIPELINE - -- el T - - NAnoN Ir UTISnY 30' PERMANENT . 'UTILITY EASEMENT m3 Ei LL �� - v �—v r----- ^• - � ��o� �® Y.WID 1e9.]I] .Wi. --ywr— u�cn s1e EXISTING 54' WATER LINE— . ""0-'• D-HOLE LOGATmT" - T/P - 749.12 CH LR•E STA 4+00 N 6998982.89, E 229B412J8 72• RAW WATER TRAMSMSSIbN PPELrE - w I I I :N .MEN■■■.■.■■■ECT A - MEMO ••••••••••IINNN ..�11 o :.............. ..........INN11 ■■■■■■■■!�■■■■■■■Lli:■■■■■■■■■■■■■■■■■ ■■■E■■EQ=■■a= :I'■iG:::iGiGiCiEiQi ii?iiiiiii?iiiOi IN ■■■M■■■ 1111��'� INS�. �L'IViL7::. �IIIIINI � �■■\Immm9�1■ Via,. —■NEE IN INN! ,...■■... ■■. 1 ... NiAl11�� fLICiLLiilrlliiSL�iJ■.■■ IIINIINNNNN ................ �' ■■■■■■■■ ■■■■INI�I ■■■■■■■■...... ■■■�■n:��►n� 1• a■■7�1 �� ��� �■■■■■■■■■■■■■■■■ �i1i11 ■■■■■■■■ ■■Iii�!!!l,1111! ■IiQ\■■■■■■■■ ■R ■■■■�■■■■■■■■■■■■■ ■■■�■■■■■■■■■■■ ■■ ■■■■■■ : , , ems- I■IN: MENNIMME m�mmos IC•.1_.■=■=.o..■..■.■■■■■■■■■■■.N�IINNNIIINN:■■■■■.Ti■ MINE■■■■■ / lI■■E■E �II.M,�I�I`Ii1Er ■\\\ �■ ■■■�2 INN ■■ ■Q■■G• ■■■■■■ ■■■■■■ EE`[EZIZE'M■■■■I ■ ■ ■■■INN■Q■/!ice/ ■■ ■iwrorm ■■E?N■■■■■■ • ■NIL■ ■LE;;; ..4 rt'irYF■■■I ■ __ . .. .�■. �=�iA :... .=.. . , ...IS .■�....■n .....■■■. .._..rn■EE■■■ IS NNli hlN�N _� ' ,_., �/�i ME • i SOME ' C�!'!!'„��II■■■ !!!■�F■■■ ■INN ■■■ ri313■■■■III■III■■■.I■■■II■■■■■■■111■INN■■ �� ice■ •,h:IA.11 � �"�` ■■■■■ ilYlflii■■1111■IIIMITT■■I-!•_••-----�_• ■■'.I■III■■■■■■■III■■--NUN��_�i�i�■■■■I■■■■■■■■■■■■■■■■■■■■IF EIII�OMEN�i ■ ,Nr.71.�1 ■■■ ■■� JIJ■z. nrQr111I ■■■ILIE�C3I I.■■uaraa�r iI TF�S �F �G�f1'' IN ■■■� CG7■■E■1�7����1����[■■u■■■■■■ ■I�I■■■I/ ,n■■■ ■■ ■■■■•.■■ 151 C N ---_- _-•--•--..._...._,.--- --_=' ' �111 IN :..�......:::...-__ - . . ■■INN■ ■■■■■■■■■■■■■■11■■■�■■�■■■■■■■■MINE■ ■■■■■■.\■■■■1!fi4�i�f�11■■■/�■1_IrGi��Ey{. ■■■OEM ■■■ iME r.■■■iiiiiimmenomi '■NONE ■�\EE■ ��;: :. �� I�EM�`1■IAI�M'y�y �■yI I ' '"■� �■'�■�����IN'i��� �� iiiii�iiiiiiE� NNN 1 IIIIIINII I NI El WIiL•In".1r.BL1�lI:1�I J111 ■IkZ.9iA I IWA AWN II�NINNINII :: N N : IIIIII :::INN!': 1 NNONE ••••••■■■■.. MEN .MENNEN NN.1 ■1 - : ° �, NN �......IS ... ■, ■E■■M■■C■ IN■■�FMEMNO■ . �I �:��5#�■IGGuZi(■.........N... .... 11-... 111111• yil... 19■ MEMORIES ONE E�1■■�■�' .� . ■I n� �Y!11��Y�� t�1 RIL111......■■■■ SEEN ONE Qkf N'I�1: ■■■■■■■■■■■■■ ■■■1 ; ■■ . ■■MINE .......I.■■■■ 111�11 ... MEMO � ■■■■■■! @�■ ■i■:::::::II:::a a IIt>�■ '-N'N .■■■■■....■......!!.■..... ■■■■■■EvtEldt�!1E114E■■■■■ �#FI■ via'am-��_ IS �'R'"x�- IdF Nliii�■iiiiii ;tIN ■ ■ - 7■■■M■E■■■■■■E■■■■'311M■E■na■■■ ■■■ ■■■■■. ��II■■IiiNE■!9'Iai1�■�I�E��Ii■�1��lin����uME1■m■momo1 E �$8 tJ d � � L N - rc � w a � a S X 3 c °' � a Y N C ^ 0 O 0 N > ' Y 0 <0 ro C CO cu N y as m U Lu 3 w o _Z J ++ o W (3) N a d o a F m w o Qo 0 z G O O U 6 a w M m CAUTIpTI OV1BiHEAO ELECTRIC IN THIS AREA STA. 0+00.00 BEGIN 72' RA WATER PIPELIN ROP, 'M ..ARY .P (EASEMENT MU FENC A o fIrr CON U NE.EASEMENT �p 3.PERMANENT RE; /3 09 EXISTING 30 PER ENT UTILITY EA EN ;41TA: �l INSTALl CP TES RE: CP TYPE �- I 03 fiu INS (1 ) E fM� j MAI 2" RAW WATER' I 4 PIPELINE OFF 12, S 18.9400 0 OFF l...lU A2K N;ECT ISnNq INSTALL To T NEW MANHOLE MT.� (1) 6" COMBI A AIR LE IS' RIGHT RELEASE VALVE RE A 27 .2297614.75 N 69 9159 44. E 971 84.93 -7- 54" RAW JNE m OXcm )EL� �my STA. 18+00. In INSTALL 12", �4 P� CP TEST STATION TYPE TS-1 F VALVE D.R.TQM RE: CP SHEETS 01-03 Ift,dirm m m ro.TPIl. gZMy - '- A - 223 M 223 o 7. A� . �ow�y n., 7. 4- RAXN 7 - a-- - ------ --- �A HAL GENERAL ROTES 1. ME EXISTNO Se RAW WATER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTIUTES, WHETHER PUBLIC OR PRIVATE, PRIM TO EXCAVATON. RECORD DRAWING PIPELINE IS SHOWN IN ME PROFILE By ME IN AND DATA SHOWN WTH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO ME SITE REVIEW TO REFLECT CON87FKCM RECORDS EI-EVADON ACCORDING TO ME RECMD IS APPROXIMATE AM BASED ON INFORMATON FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACIUTIES OR ON IC ]XV, iM� IW R� CULMT THIS RECORD DR SET IS BASED DRAWNGS. ME ACTUAL DEPTH OF ME PHYSICAL APPURTENANCES OBSERVED IN ME FIELD. ME OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR R. - .111 1 - w UPON INFMMATION PROVIDED TO PIPELINE IS NOT SHOWN. THE ACCURACY OR COMPLETENESS OF MY S" INFORMATION OR DATA. ME CONTRACTOR SHALL HAVE FULL RESPONSBIUTY FOR REVIEWING AM CHECKING ALL SUCH KIMUEY-HORN AND ASSOCIATES, INC. BY INFORMAnON AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES. FOR COORDINATION OF THE WORK WITH ME OWNERS OF SUCH UNDERGROUND FACIUTES DURING ME CITYS PROJECT INSPECTOR AS WEI-1- 2. PROPOSED CATHODIC PROTECTION CONSTRUCTION, AND FOR ME SAFETY AND PROTECTION THEREOF AND REPAIRING My DAMAGE THERETO RESULTING MOM THE WORK. ME COST OF ALL WILL HAVE BEEN AS RECORD SURVEY DATA. INFORMATION MST STATION LOCATIONS SHOWN ME CONSOMED AS HAVING BEEN INCLUDED IN ME CONTRACT PRICE ME CONTRACTOR SHALL NOTIFY ANY AFFECTED UTUTY COMPANIES OR AGENCIES Ni MIMING AT LEAST 48 HOURS PROVIDED REFLECTS ME CHANGES FOR STEEI- PIPE. IF CONCRETE PIPE IS PRIM TO CONSTRUCTION. DURING CONSTRUCTION TO ME PLAN USED. REFER TO CATHODIC PROTECTION SET USED FOR BIDDING ORIGINALLY (CP) SHEET 03 FOR REVISED LOCATIONS 7r RAW WATM TRANSKISSM PFSffiE SEALED BY JENIFER TAM, P.E. 87915 OR GLENN A. GARY P F R059A E= < u) a) CZ x CZ CL 0 0 3: E HORIZONTAL SCALE: 1. 80 0 0 MAP 2018-432 Ll- :< 0 40 80 120 0 cu CIO m ------------ HORIZONTAL I--- TAL 1 N HORl I VI III I I I I LLj uLj 0 z 0 Boo EL 0 L < 0 Er cl) 795 Lu H 0 0 g < C) c+l 0 790 < 8- 14 Er 0 785 780 0 775 770 SLEET 38 S EE75 OPOSED 10' TEMPORARY //PROPOSED NSTRUCTION EASEMENT ter+ 0 / 35 PERMANENT S EXIST! JER LINE EASEMENT PROPOSED 72 AW WATER TEMPORARY C STRUCTION WETLNb51 ESTCREAMD AIN ACCORD CEwu.tro.ssT -"M,iH 404 ERMIT AND SPECIFI ATOM f W TRANSMISSION IPELINE FENCE ALONG ( OF WA. 1wae, Pn Q S CONSTRUCTIO EASEMENT RE: 9/31 SEC�iIDH 2936 —32 24+ ',—•45,tBO-, 27-6 .—. E%I nNG 54' RAW PROPOSED 12' 5.0 STA. 5+52.89 EXI"N 12 STA. 2 +00.00 W LINE XTO ENERGY 0 m INSTALL: BLOW OFF* INSTALL:" EXISTING 3T PERMANENT (1) 12- BLOW VALVE V LVE CP TE STATION EITS 1 Tw FLCT ILL, Ary PANY GAS UNE (BY OTHERS), E 7, PA a7 UTILITY EASEMENT REMOVEE%ISTNG BL W OFF E: CP SH TS: 01-03 ^° ' MANHOLE, CONNECT E TING - AF lal 14 LOF.TO Fj1'.MA MANH 71- OFFSET 15' HT N 6999185A3, E 229648 .19 CAUTION OVERHEAD ELECTRIC IN THIS; MCPUWRT—ANY =� �.� 7.G'J ACPES 2 GI, PG.,m . ROAD AS AF T Vm— Ae1[ WbTN n.G.W BETENQ NOTES - . 1. THE EXISTING 54' RAW WATER RECORD DRA(ARM PIPELINE IS SHOWN IN THE PROFILE BY III RI REFLECT CCNBTHDCIION RECOU IW Rrr aEWRr 1p RCP CMMtT ELEVATION ACCORDING TO THE RECORD THIS RECORD DRAWING SET IS BASED rt - n41p f<- n4GG' DRAWINGS. THE ACTUAL DEPTH OF THE UPON INFORMATION PROVIDED TO PIPELINE IS NOT SHOWN. KIMLEY-HORN AND ASSOCIATES, INC. BY 72" Steel Pipe (225 psi) 2. PROPOSED CATHODIC PROTECTION THE CITYS AS AS RECORDPROJECT SURVEYIDAATTA. INNFFORMA ON ASTM A 139,42kY Line/Coat. CML,PTC. TEST STATION LOCATIONS SHOWN ARE PROVIDED REFLECTS THE CHANGESFOR TE PIPE IS PIPE. IF CPPROTECTION TO THE N NUSED �1M ♦ •1Zp �I.1 ���� c1VVf111�����, �G1 �� RAW WATER TRANS�SVM,N PF43-M USED• REFER TO CATHODICTEEL SET FOR BIDDIING ORIGINALLY I L (CP) SHEET 03 FOR REVISED LOCATIONS. SEALED BY JENIFER TATUM, P.E. 87915 OR GLENN A. GARY. P.E. W598 f-TE�J 800 795 790 785 780 775 i a8 C* o� $ NE N m G. m g� s 3 ❑� �< N 0 ` .N HORIZONTAL SCALE: 1' - 80' y y 7 C O 00 0 40 80 120 Li < )- ' MAP # 2018-432 0 T b0 +c+ y co Ri U 1J.1 790 W O Z Q HORIZONTAL 1- - B' VERTICAL / J W $ 7855 W N o a 0 L d m w o 780 H p F- a O Z r 775 + o N Q � ~ f� 770 765 p o o � � W yC 760 11755 s T m n p 4 1 N 19— Rr 3R sH¢Ts �2' RAW v - STA. ]INSTA e+Tan A R \ >'� 0 P POSED 10' TEMPORARY ` \ SSA, 32F50. \ \ •\,... (1).i2 LOW �O\F'F NSTRUD ION EASEMENT \ -I[NI L. \ \ .\ \ `RE!: D/Zl O m' PROPOSED 35' PERMAN 1b< TE P,ORARY STRUCTON \. cE Ca EN EDwnaos [* u R MOVE' EXIST BLOW OFF � � WA ISSI_ON �'i C o�ROT COwwEs ,Tg WATER LINE EASEM -0AT�'.ALDNC EDGE \ \ / �j� ve MA HOLE, CONNE T EXISTIMIS, p y D P E - CONSTRUCTION ON EASE NT \- \ a cn TEMPOR CONSTRUCTION T2• BL OFF TO NEW MA,NHbLA M 2 Y zo 1RFENCE�ALO EDTOiEE OF F/i L Fa- %� \ E.H(31 v. T'MANHOLE ' -RIGHT _- % \ —�� CONSTRUCT EgSEMENTRE: B/}t N 6 9183.82 E 22 2243T. J_ _ _ \ i EXISTING 12• BLOW BLOW OFF VALVE we a ❑ i� e STA 31+98 OL. o• _ E% ING 30 PERMAN T E%1971flh6"COMQINATON INSTALL:IN\ ,a PROPOSED'40- '2• ax�c r'coil, µr EXISTING 54 RAW. U LITV Eq$EMENT AIR RELEASEI/ALVE .w CN T ACTIN (1)'8• COMBINATION ql - %i0 ENERGY 01 va. z831, T WATER LINE LEABE VALVE RE 'A 2 ry o GAS NE (BY DTHERS) -`to- - INSTALL ,q 98 18 MST TAP E TS-1 •j6 N 60 // .RE: SCP'-. ETS 01-03 :•• 5184 E 2295841. C\OE Yroww.wr '- _ __ __ __ __ YIt.`,•.. S', �CAUTON�D.C ,,TMB ELECTRIzeia�rc a�a.T I2T�y •.•: 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ® a e+� y7 t ROBF1R g�ZL yJyQ ASPHAl;7 �p p FER ECT AEM RECORDS M-� I, +�•' GENERAL NOTES / r 1 9. i 1 VptlwRE WOIN R.0. \ Q 1. THE EXISTING 54' RAW WATER 0 PIPELINE IS SHOWN IN THE PROFILE BY THIS RECORD DRAWING SET IS BASED ey Ry aAvmT C H ELEVATION ACCORDING TO TILE RECORDPON INFORMATION PROVIDED TO R TessY H DRAWINGS. ME ACTUAL DEPTH OF THE ALL UTILITIES. WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. C.P.0Q KIMLEY-HORN AND ASSOCIATES, INC. BY To TH PRALINE IS NOT SHOWN. E INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED THE CITYS PROJECT INSPECTOR AS WELL �' C BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE AS RECORD SURVEY DATA. INFORMATION Y C N 2. PROPOSED CATHODIC PROTECTION ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBIUTY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION PROVDED REFLECTS THE CHANGES LEST STATION LOCATIONS SHOWN ARE AND DATA, FOR LOCATING ALL UNDERGROUND FACIUTIES. FOR COORDINATION OF THE WORK WITH TIE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AND FOR DURING CONSTRUCTION TO THE PLAN HORIZONTAL SCALE: 1* - SO' 0 0 ct FOR STEEL PIPE. IF CONCRETE PIPE IS THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL HAVE BEEN CONSIDERED AS HAMNG BEEN SET USED FOR BIDDING ORIGINALLY USED, REFER TO CATHODIC PROIECTON INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTIUTY COMPANIES �y p� TCD p �IQ�� e/�� -c SEALED BY JENIFER TATUM, P.E. 87915 MAP �[ 2018-432 ~ (CP) SHEET O3 FOR HONIED LOCATIONS. OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. / G RAW WA a GrL TFIAIF�NSM� MUM OR GLENN A. GARY, P.E. 80598 A 0 40 80 120 0 QJ Ye �W3 780 w 0 z + 0 775 a N a ¢ a H OR 770 ¢ OIt 92 O z O F 765 + CV o N ¢ � 760 ~ cl) g N 755 � 5 k a w <3 750 .T TO 9 C J9 gun .PROPOSED;YS' PERMANENT _ o° p / 'WATER LINE EASEMENT p / /CONSTRU0CT1ON EASEMENT 8+97.INSTA0 p k o va; I09DB. RG 5Ia TE MARY CONSTRUCT o wrcM - - / PROPOSED 72" RAW WATER (1 6• COMBINATION AIR Q c gp Q - Al2o-I6 FE CE ALONG EDGE OF RE LE SE VALVE RE: A/27 W 2 Q W W 4— _ NSTRUCTON EASEM T RE 8/3I Le / ' TRANSMISSION PIPELINE N 69991 2.45. E. 2294142.O8 a T b o �e 09--F_—1-�40±86 44+90 3+8e 0 " �16 43'+90— EXISTING 30' PERMANENT U� aTY- EASEMENT ~ -,5 - r lIM ELECTRIC OF]IYERv w2RARr EXI NG 54' RAW -y EXISTING 6- COMBINATION . STA 46+5Q.D) § PR POSED # 12' cNUFn iWl AC1.5 W R LINE AIR RELEASE VALVE - INSTALL/ "EXISTING fi' COMBNATION XED ENERGY n TDID: RF r L3 'o.RTCM O CP TEST STAT E TS-1 -1,UR RELEASE"VALVE GAS U E (BY OTHERS) wzaa-teI p n - RE,�CP SHEE 01 � a o< a—oc _o< x x—o. x— x— a� / oy,�—��-x—z �— =Iti�41,� •�• r / rm ¢ECTMc pv vmlru1Y __ __ _- CAUTIOIN OVERI(EAO EIECTItlC w, \ \ t� //Y• v,. J �o0.mm eve - - N 7NIB3AREA / ,' /: , //�S' .'ij / N I - x IRE g. RO RTS�-OA ..ASPHALT GENERALNOTES .. '?'- vimAelE xow a. .w. 1 ^ O 1. THE EXISTING 54' RAW WATER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. FIE� DRA 'y PIPELINE IS SHOWN IN THE PROFILE BY THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACIUTIES AT OR CONTIGUOUS TO THE SITE LEY= TO FERBOT CONBIHIMM1 j C y SHALL ELEVATION ACCORDING TO THE RECORD IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACIURES OR ON THIS RECORD DRAWING SET IS BASED HORIZONTAL SCALE: 1- = 80' > th DRAWINGS. THE ACTUAL DEPTH OF THE PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER ALL NOT BE RESPONSIBLE FOR UPON INFORMATION PROVIDED TO Y PIPELINE IS NOT SHOWN. THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH KIMLEY-HORN AND ASSOCIATES. INC. BY i 120 0 <0 V F- 32 0 N 00 cu Y • A co t0 U Lu 815 w 0 z o J Cn 1° 810 Lu 8 CL d ~ m co 805 ¢ O oo Z Boo I- rn W c' CV ¢ a 795 ~ cl) "s 790 p < � m � 785 < yy - O U Y C4 9 T 7W 10 CF Y 91EET5 STA. 53+2500- - Q,g 6CYYD QODDEr1 M6Ex INSTALL: PROPOSED ID' MIAPORARY - mo QQQ cmOY mumi MET AL ' cwm-ADm At>� 1) 12' BLOW OFF CONSTRUCTION-EAS(IAENT STA. 5]+00.00 RD . s.w coon 1ee.au "mE5 'STA. 51+ur1.49 PI�DxTAeiz B15 VALVE OFFSET PROPOSED 35' PERMANEOjT PROPOSED 72' jSAW WA1ER.-'' INsr 6M•raD 1F0 B0 "q" d g m NM..110N. P4 319 R DB.nCi[ - A = 0.3ITLT"ulo-m MANHOLE 10' RIGHT 'WATER GNE EASEMEN TRANSMISSIAN'PIPELINE" 1 6' AIR "a aua A6 81" O ">zn-1e N 6999182.16. RE: D/27 _.. _ . _ w R VALVE RE: A/D en o I c E 229390Z56 N 99181.01,E 2293]14.08 ///f. f 5 5W F y' %" N ( 1]8.4�E 229333.09,E _ "56+�0 i /-`5N• ,'-52+89"--54'+9�-'- — — - --- - \ �9 Y •a rjN _ �- - - - � - / / LIE°IPOR�R CO - YSTR�� / E%ISTINC d0. PERMgNENT FENCE AL G EDGE DF / - _ • --^j:. V d .n UTILITY EASEMLYRT CONSTRUCT EASEMENT RE 8/31„ f iI u[c(MC DtuvTRY ._ _ ✓ EMIT11054 RAW 3]5' fi:B 4,33' !• A, !•— '— \ -2.1 %' §M ® ENLISTING 6' E BRN✓1 ' WATER LINE �."' �7! —ln—In—la—la ❑ cwm, i.m AOIE7 / PRO OSED i4 13 'XTO ENERGY J ixn p[ctglc omw•r cauvrur AIR RELE V. �L u °ucmmc rnnun RECORD DRAWNO Vx. J0a2 Pc. HT GAS LINE BY OTHERS ... cu,•n pw AfAFS YTL hjpy o.6.i.enc ( ) wl. nax Fa 13D2 wo-ln ��p RMIS TO1RD OR WNG SET IS "}30-ie1 I - DRvc.TX THIS RECORD ORAWNC SET E BASED -" d emo-1D1 ns �� UPON INFORMATION PROUD 6wIVC x— KIMLEY-HORN AND q5� �;«IULBYo. ME GTYS PROJECT INSPECTOR AS WELL /• �— nT �. Ng .. —� - v ( N •••? AS RECORD SURVEY DATA INFORMATION PROVIDED REFLECTS THc rt{eurci__ DURING CONSTRUCTION TO ME PUN: 'TW Nmiwlc Dm r m .y "-.. CAU1161 OVERHEAD ELECTRI SET USED FOR BIDDING ORIGINALLY'" / ut�ED • "W°s - - - "-- IN MS AREA ' wain SEALED BY JENIFER TATUN..P.{8] wbt m vc. m cram I M a n apZ h f�Ybl •+.' ; ... /O0. G C DR GLENN A. CARP. PE 80 d,- �i o-1 fft •131 •° f S, °< !s n _ fIBR fP1K Y. - R�6 WTL YMNER X TO _ �.1_( ROBERTSO_ROA�ASPHAL'''!'-- \ vrm wpTH wow. - i N = GENERALS N07E- _ - - i_ ^ 0 1. THE EXISTING 54" RAW WATER 0 PIPELINE IS SHOWN IN TIRE PROFILE BY 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, MAP # 2012-432 TH3 C N ELEVATION ACCORDING TO E RECORD WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND / C DRAWNGS. THE ACTUAL DEPTH OF THE DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR 1°• °W OJLYAi MAP # 2018-432 4�+ C PIPELINE IS NOT SHOWN. CONTIGUOUS TO THE SIZE IS APPROXIMATE AND BASED ON INFORMATION °L' J80.84 FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. ME OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE 2. PROPOSED CATHODIC PROTECTION FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWNG AND CHECKING ALL SUCH HORIZONTAL SCALE: 1' - 80, ILL. cisTEST STATION LOCATIONS SHOWN ARE INFORMATION AND DATA. FOR LOCATING ALL UNDERGROUND FACIURES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACIUBES DURING FOR STEEL PPE IF CONCRETE PIPE IS CONSTRUCTION,ANO FOR TIE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL HAVE BEEN M �♦ 1•Gp rp���c���c��1/��� OpC1 �� w USED, REFER TO CATHODIC PROTECTION CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 7G RAW WATER •RAMS IIISS � PFu.a� (CP) SHEET 03 FOR REVISED LOCATIONS. 4B HOURS PRIOR TO CONSTRUCTION. 0 40 80 120 0 f!) LLI y LC 0 815 0 z o+ J 0 � 810 a `o 0 i' < m cc a ro 0 805 Q O m > 'D > o O Z U 800 0 o N 795 "s 790 7, s k 785 O R o U Y 9XFEi 780 11 W m SHEETS INS - aEauxo 4oeo AOE _ xdunom u' • s AOES '.. cw#o x Au va D.M. FENCE ALONG EDGE OF-."- ' �TEMPORARY CONSTRUCTION D.M.Ii CWSTRUCTION EASEMENT RE B/3- - -GA ... COI RE: \-STA. 59+00.00 INSTALL: R CP 4FGT5 f, CP TEST STATON. TYPE TS-13.2 ®� �t-O] \ ml %uio-ml ( WTIONI OVFRNEAD Il'ECTpIC _ N THISAREA ' VI RAW txu m y oENEIwNo,Es - ROBER ON_ROA AL -- qq —_ _ — _ _ _ —. __ nM. . ow1. � CONSTRUCTION fBC01DS PIPE NE IS SHOWN •INRT EWPROFlLE BY ACCORDING TO THE RECORD 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATNG ALL UTILITIES. WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT THIS RECORD DRAWNG SET IS BASED ELEVATION ITO EXISTING UNDERGROUND AT OR CONTIGUOUS TO THE SIZE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACIUTES UPON INFORMATION PRODDED TO DRAWINGS. THE ACTUAL THE THE PIPELINE I. NOT SHOWN. OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER LL SIB EER SHANOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF MY SUCH KIMLEY-HORN AND ASSOCIATES, INC. BY INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEYANC AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND THE CITYS PROJECT INSPECTOR AS WELL 2. PROPOSED CATHODIC PROTECTION FACILITIES. FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND IDURING CONSTRUCTION, AND FOR THE SAFETY AND PROTECTION THEREOF AND AS RECORD SURVEY DATA. INFORMATION TEST STATED LOCATIONS SHOWN ARE REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL HAVE BEEN CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE PRODDED REFLECTS THE CHANGES FOR STEEL PIPE. IF CONCRETE PIPE I5 CONTRACTOR I HALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST ,Hy RAW `•'ATM p� M DURING CONSTRUCTION TO THE PUN USED, REFER TO CATHWIC PROTECTION 48 HOURS PRIOR TO CONSTRUCTION. f W1 1� !'rGY` SET USED FOR BIDDING ORIGINALLY A. G (CP) SHEET 03 FOR REVISED LOCATIONS. SEALED BY JE TA1UM, P.E. 8]915 OR CLENN AA. ARY, P.E. 80598 HORIZONTAL SCALE: I" - 80' 0 40 80 120 MAP # 2012-432 :1 :1/ ■■ M■■ WEE ■■■ ■■■ ■■■!■A■MA9 ■■■ ... , ■■■ .� ■■■ ■■ ■■ ■■■■■■■■ aO■EN■■E ��l.■ . ■■■ i1l0 ..■■ ■■M ■■■ M■■ ■■■ � ■■■ ■■ ■■■ 1" ZOOS-. .■■■■■■■■■ ■A .■■ . ■■■��■■■■■ ... iYilll- .■i MEE■■ .■■ ■■■ ■■■ ... ' ■■■ ■■■ ... ' ■ ■■■■■■■■■■p�■ ■N - :1 l■ . � ... FM ONE ■ :1 N■■ ... ■■■ ... ■■■ ... ■■■ ... ■■■ ... YiSiWrilFirllfi0 ■ENNEN "NMI ■N ■■■ ... NB 1 ... ■■■ ■■■ ■ N■E' ■'r: 0 .. INN ■■ ON ■ ■ ■ ■ --� - ■■■ ■■■■■■■■ ■■■■�Ii ME■■BEM■■■ �►��MEE mom mom INN i■■ ■■ ■N ■■ iiiliii BEEN ■■■ ■ E ■■■ !*■ :�7iTii■■■■\\.�I■�■■■■■■ ■■ ■■■ ■■■ ■■■ aIF ■ ■ ■■■ ■■■ ■■■ \■■■�■�■ ■■Ei■% ■■�■■ ■i ■i�■■■�■E■ ■■■ ii ■■■ E■■ ■■ ■■■ E ■■■ ■■■ ■■■ ■■E -- — :M� EE■ ■■i'� i mom i`a■T■iii �ii ii�iii■i EiE■■ ■■■ ■■� ■NE■�i■■■�NiC�i■■■go ■■■ i.� iONC ■ Elm u� - mom ■EN=lff■6;m■■ ■T■ nO ■■■ :No ■17■■ ii g - SEE► i ;. : • IN IN mom ■.■ ■E■= ■■■ ON ■■■ ■M■ ■■ ■ ■■■EiME __:ii ••• NEE '■� EN■ ■■■ ■ 0 E■■ oNo 1■■■ ■ ■� . ON ■E .■iiE� `� m ■ �■■ M■E ■■■ :=� ■■■ ON ■■M EE■ii■■ ■■ 0. ' ■ ■■ ■mi■i ���■ ■�.► ii N : ....�� _ �ii�i ..■ ' Elm EEE ■■■ ■■■ ... MENNEN 0 moii■Tiimm ii`bg w . EEE■ uE■M■EE■■■■ ■■ -�W� ii■ M ■ 4�N ■■ MEMO ■■■ ■■ ■■ . ■ ■■■ ■ BEE ■ ■■EOM No ■■■e�M. ■M Em No N■E ; ■■E ■ ■■■ E■■ ..■- : ■ iI ■■ .� ■■■ *■�■ ■ MEE■E ■N■ .. ■■■ . aN■■M■BEE MLn....... FT,. ■■■ NONE E3�WMM■■■■ ■E9M1ly■■■ ME■ _.. .I .. .. _ E S c $ yi� m'Qga ❑ p A, PROPO D '0 . TEMPORARY Raxun .ws uAuxF RfbEf C CTION EASEME c Ise w e ' WAGER L1NE3EASEMENT ENT oesi'o Tx 7R AE EAR RA. S SS OOSED 7N•PP NMI 10 �! 721 cD � - — T— EXISTING 30 PERMANENT UTILITY EASEMENT .. SEM __ _ A EN _ yr—-e�-�o=ws_��o _� �v ._ s o S 70+00.90 I- , 5.91 STALL: i� EXISTING 54 RAW - _ a CTM Y IX AKY / CP .TEST STTATS -03 iS 1 o WATER ME ® RGY j' SE CP; SIIEE'IS O1r03 _ GASUNE « « /^ .PROP FENCE" UTIOIU OVERHEAD ELECTRIC. 4 MmlPu. IN THIS AREA ROBERTSO _ R9AQ_'(ASPHAL. - — — .w•m. GENERAL NOTES: - - 1. THE EXISTING 54' RAW WATER PWEUNE IS SHOWN IN THE-PRDFl BY ELEVATION ACCORDING TO MD IH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. ME INFORMATION AND DATA SHOWN WITH RESPECT DRAWINGS. THE ACTUAL DEPTH OF THE TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE STE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACIUMS PIPELINE IS NOT SHOWN. TO ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH 2. PROPOSED CATHODIC PROTECTION INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND TEST STATION LOCATIONS SHOWN ARE FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FAOU71ES �DDURRIINGpCOONSTRUCTION, TANND FOR THE SAFETY AND PROTECTION THEREOF AND FOR STEEL PIPE. IF CONCRETE PIPE IS REPAIRCONSIDINC MY DAMAGE ERED AS HAVING BEENETO INCLUDEDL ITNG FROM ME WORK. ME COST OF ALL N THE CONTRACT PRICE. ME CONTRACTORWILL HAVE BEEN SHALL NOTIFY /L RAW WATER � KELM USED, REFER TO CATHODIC PROTECTION ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTON. (CP) SHEET 03 FOR REVISED LOCATIONS 770 765 760 755 750 745 740 735 T, T RECORD RY CONSTRUCTION (I41.EY-HORN AND ASSOCIATES, INC. BY ME CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TANK P.E. 87915 OR GLENN A. GARY, P.E. 8050 B/31 T_, J HORIZONTAL SCALE: 1' - 80' 0 Q DO 120 MAP 0 2012-432 ■ SEES ■ ■ ■ IN SEE ■M■ ■■■ ■■■ ■E■ MEN T III ■■■■■■■F9.■■ ■■O■■ ■■E■ NNE■■ SEEN ■E ■ ■■■■mIO■■ ■■E■■■■■ ° wM■■ TIE ME, ■ ■ ■■■ ■■■ iiS *■ ■■■ ■■■ MEN ma ■■■ OEM MSS' ■■■■ ■■■ iYiliii' SEES " ■■ ■ III ■�� ■■■ ■■■ ■■■ E�* ■■N ■■■■■■■■■...■ "wM■M■■■■■■■■ ■■M NNN AEON ""M ■ ■i■■■■ ■�■MZMEM■■■ . . ■■ RI■■ MEN 11 ■M■ EMMM■■ ■■■ E■ M■ SEES SEES■ ■■SEEM■■ ■EEi■■�w ■■■ ■■■ ��11� �� ■■■ ■ aon ■■■ ■■M ■■■■ ■■■■M�iii N 9�eE■ ■■■ 1 ■■■ ■■■NM■■1■■■■ SEE ■■■■R� ■E■■■■E■ M MEN ■■■ NNE ■■M■■■■'M MEMNONr�r� i HE CT■■ MME■■EN■ ■■■■■E■ ME OWN RPOMME■■ , ff■■ .!�� ��...... ■■■. ■�■■■MMl1■■■■■ ■'iiit i�M �,._ ■■■ mom T■MEEIZE■■MEN ■E■■■E■ ■iiv11■■ ■iisa■O■ SEES MM ■■■E ME■MEEi■i�.�■■■■■■■ ■■■■■■E■■ MITT• ■■ - M■�■v-•■■■�E■■NTTTTT �. .T. ..■ TSST QII TTTE�� ■ ■ 'lo om■� "g�Qn '��M■M.ICTT■�• MM ■■O■ ■ ■N E■ ME■ .■� ... MET ■ `z ■■n-•��■■■EOM■■■ . ■Mwl%MENES .■■■ H■E■ ■■E N.:. �::.�... an .....E.� ■.... . S■■ ONE .� I&SURE.� IG . .TIN...,_ � cs*\ . o�: ■ ■ , :� - %��■■■ . .■■ .... ■■E■ ......■■.., longs 1-4 ■■■`�. M ONE TI00 ;.i1�1 ■ ::.. ■ OEN ••NETT II ■M■ II _ Ei`` .. I ... E ■h •..�:TT ' @�N ii� N. �®. ■■maul. 1' zmmm, MENNEN ; sailer M.� ■■.� �:::� ME ■■■■i�i�-Cnwr�■■■ TT: MENNTTTTTMEN ' TTT ' .- I�.�N 111 M■iiiE' OIIIIIN��..�� ■.CIIiM. I■■■ M• -.•.� M■M■ ■■■.1■■■i■II■ ■■■ ■ ■ ■TIN■■■■■■.■ NONE No ... j� ...E E E� . __��E�,■! E■■M ■� , ■E■ OMEN ■ ■ ■■■ ■■ ■MM E■E■■ SEES L�� OF OMEN . ... ... E■■■■■■ iMOOMMMTE■■■■■ .■ = E■■ ■■E=.■■■ ■■■ ■■■ ■■■E3� ■■ .. E_M ■■M■■M MM�T■■ MME ■M■■■■ .... IMEEMTN■E■TME ■■■■ ■■■■ . . %■■M ■E■ N■Or��T■■T�_o • a.4 4 LL T■■■■OMI M� ■EE■Ni■■■TIITEM■■oT■O �I 1 ........�ij . ■TM r31 IJ . F 1 1 4F 740 735 730 725 720 o g N m' c as p g Y m ❑� z� X 3 c W to ce a d .� C 4 C 0 r rn N Y L C O 0 M u- ' 0 N 00 L+ it U `•u 715 zI �a o 710 $EFT 705 13 O J9 4 Em .I STA. 81+1&00 . -..� \ � \ o-r / ` 'ST fi4+ 00 ., / / -INSTALL' 1HxG ID 1 J All x\\ ^� ' f / PROPOSED y0' TEMPORARY / (1) 12'_PO OFF VALVE WL 4 Py., mJ \ �`, . )�I, � MB RTIO MR CONSIRUCTM EASEMENT j :"OFFSET MANHOLE/'� o.RT.0. `- �� . t �)r W PROPOSED 35' ROMgN / 10' T •uHo-H i/ �LT� ASE VALVE WATER LINE EASEMENT 7 �\� TEMPORARY colNSTducnoN `.\ RE: J'A/27/ ROPOSEb 72=; RAW WATER QY / .1 6999162.64, FENCE ALONG EDGE OF \,, N. 99W0.85, TRAN$KIISSION'PIP"E cp p/pyp(�� E 2290914 TRUCTION EASEMENT RE. B/3 ,J E 2 9, 1.15 / 8G •,r`. O� jam �62•F'99- 83+W HORIZONTAL SCALE: 1- 80' PRO C710[! %T� ® / 0 40 eo 120 MAP # 2012-432 %r. .� y, 14 r._ .:. STALL �— _.i.Ts T "T rrr q° z—z E%ISTN °- COMBINATM gE 7 W �:ya O Mo MR ASE VALVE / %T NERGY E%19T 3pSEfA RMA/NENT / EXIS G 54- RAW° Nwk.,o evvwr H10 TEST STATION I*re TI \� /8 HE Un EA ENT ' CAS HE q YCl fi}S, P6, 19a i / WA LINE >.m �� RE CR,S,HEETS 07-03 �,, � /-t' / / m %TO ENERGY 0 c�mo-m .•- '\ � / � j GAS UN6. r N N n i TN flLG1HiC OFLHAY 41Y °` / / / It1 ARE flECiRC va. en4. I5 \ I CiWID;1AW � TR$ AREA pWER11EW �+' vo- \ i♦ -~mm - N N—o[-1-9{NN NON—N——N—p[}N—m�T .•�/N � � N NNN—N o{ I[— —N'—N v \ / r � QILv4RT ROBERTSON ROAD ASPHIL - — - -�VA0A9irWpM 0.0.M GENERAL NOTES Je aHv auem; 1. THE EXISTING SHOWN N I RAW WATER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. PIPELINE IS ACCORDING IN THE PROFILE BY THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE ELEVATION ACCORDING D THE RECORD IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILTIES OR ON DRAWINGS. THE ACTUAL DEPTH OF ME PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR PIPELINE IS NOT SHOWN. THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH 2. PROPOSED CATHODIC PROTECTION INFORMATION AND DATA. FOR LOCATING ALL UNDERGROUND FACIUTIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING LEST STATION LOCATIONS SHOWN ARE CONSTRUCTION, AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RAW FROM! THE WORK. ME COST OF AALLL'M LHAVE Pill FOR STEEL PIPE. IF CONCRETE PIPE IS CONSIDERED CI NOTIFY MY AFFECTED UTILITY AS HAVING BEEN INCLUDED IN ME C MPANIES OR AGENCIES CN WRITIING T LEASTT PRICE. ME ACTOR SHA� 48 HOURS PRIOR IG MW WATM �M�RRl Pill USED. REFER TO CATHODIC PROTECTION TO CONSTRUCTM. (CP) SHEET 03 FOR REVISED LOCATIONSTO 730 725 720 715 710 705 700 695 m o m � m V m � m g �a m g¢R m' 2 t��3EE E IC sR X 3 c - Oe F- ,a _ d L CN RECORD DRAVVM n ISM TO RERET ODIWIRIC=REMM THIS RECORD DRAWING SET IS BASED \ C N N UPON INFORMATION PROVIDED TO 5 •� .� KIMLEY-HORINC. N AND ASSOCIATES, BY It THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION i 7 = PROVIDED REFLECTS THE CHANCES O co DURING CONSTRUCTION TO THE PLAN L0 SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM, P.E. 87915 w OR GLENN A. GMY, P.E. 80598 O J... p NONE ■■■■M■■■■■■■■■M■■■�■M NN:■M■■■E■E■... ■NN iE■ww. wMMEENEM '111�ME" � NNNNI IN � ■■■ . ' r 1111N MM.■■■■ ION■ E■E ■■■■■■■■■OEM . ■■■ OM■■■■ ■E ■■■■■■■■:MEMM IIINlIIN11IN �IIIN111 N'� NIIIN11�1 NN11 IIIMENNINL 1=INEm NN11 II�NN:■■.■■RSE" sonsmomom 0 IN nommomon1� :INN11�■MEM■MM■E=::IIMM in ...��OF . ME ■EEE��IIN ■■M■■M .� ..��! - ■■■ ■■ ■■ IIIINIIIN a'aMEN . ■■■■M■■■ �Ilal■■■ a . !!!..M .. ����_..._..._.::: E.■ ■■■■■■■■h.�■■■■■■■■■■■■■■■■■■■ ■ ■■ ■■■ ■■■�■a� :::: ::mus>�116IIIIIII� N ■ Ion I::mIIIINNN:� III .■■■■■■. MEN ME ■ .. .■■ ■■■ M■■ H 14, NO "ME ■■\MM�n' Nlii�i� :: MEIN NIIN11, It��e�IINN111 IN1�111 1-T!MM - ._ M■■EM■.■� ■E■■■M..,,.•.MMME■■... ... .■ MEM.•_-__-- _-. III NIIlis E ME■.EI° .■■■■.....� ........... ..■ .�..—�___.nn�NINNN�iEe�_._ ENNNNIIIIIII M::■■■■■` \EnM■■■■■■■0��.;�\E■O ■S■MM= —��MiE■M■E■■E■EM■E■■■ ` _%OME■E ■■■M■■■O�aE■■■■■■■■■■■■■MOE NNYYI��IIIII�111 � r::: - 9 - ��� �F,�!_YE.I�i�l�1�LI��N_ ■r��\■■■■■■■■■■■■■■■■■■�■■■■■■■■■■ IINNNNIINININNI MEMO � ■ MEN s \ IN -1■M�:�■■M�s�G=��.� N�I--�■■■■■■�r11CINIHNN111NNIN ((II��.-M■E■■■■■■ INII� NIA � N1111NN ■ ■■■.��',�■��■ ■■■■ ■■a.=="==�A■a•FALfiL"I!��liZ2191iWr■■al�■■/I. ����■■in ._---�Asommoom _ L�1 tmm"mua IN .�i.a■■■■■■■■■tea■■■■■■r1■■■■■■■■ .......EEMEMMEM■MMmom . ..■ ...� ....`11MIN Ill EmM■■■■■MM.` .MMEEE M........ MEMO SEE ■■■I/O■/I■■►!r:�51GI�iiM■.::•■Mi■EM \■■■■EOM ....�e�� ■E■MI��\MG:lO■E■OM■■■ �iN111f1i11N11MENEMNNN NNN i:::::::� :i�ir■ii:::MOO wOOMO:::::::ii■�. iM:SOMMEM0 MEMO in �-,�� rraM■M EEM■ NI ■:■�ME�M=�i ■OI. 7M INIL■■■■■■Mal� ■■M �aO\MO■■■MLa■■■�M■■■ ■■■■■■■:III ■E■ ■■�Mrm■c RIM■■ ■ MEMO■■■ ■■■:�:INNBR��.�ENEENZOM■ ■■■ NNI N N�1. �. 1 IIIIIIIIIIN��`"'="'1 . M:IIII ........ ME -]!I � IAl�i lFa........■■.�■■■■■■E��_ f7 ONE ..■ ■■■�i�i_■............■■■bct. .m.■ IIIII:7F ■■■M■■■■ a�IM l a��➢ �' B:::::: OMEN ■■■■■::::■�:::�:::�::ill M■MMErw■■■ PU::::::ME:::N:O::::N-1 E�9 ::: l T to .J U Lu 730 W 0 Z0 725 W 0 (L EL H m cccl)m 720 F- 0 a j 0 g 715 0 + o N ~ 710 cl) 705 �o p5 �U' O ZY � �a 700 a V < < 0 0 0 695 14 OF m SHEETS g o° n N m' rc 8 N Q I Y R s o m rc e lid / RpIMO 4xoMeAN[ BOMN wPROPO5E0 PAVEMENT REPAIR °eum IWNS AFAES I WID"' PROPOSED - Pa 2FT EASEMENT °�Ijl°°.'.j STA. 92+S48.L000 J - PROPOSED 10 TEMPORARY [t} COMBINATION AIR CONSMUCTIO EASEMENT \ RELEASE VALVE' RE: A/2] N 699155.40, E 2289791.16 PROPOSED 35' PERMANENT WATER LINE EA MENT -¢ ��, C (35} ge E/3o - PROPOSED 72' RAW WATER FTRANSMISSION PIPELINE FgMic Tone Eom OF a` %, CONSTRUCTION EASEMENT E B/31 O; �9 4e4 —9z2 90 3�+0(i-1 ��ea �• —95+G6 -96i�08 Y�F9� �-98f i / —' EXISTING 30' PERMA ENT •� N '.. UTIUTY/EASEMENT i 1 - - - / STA. 88+49.03, OFFSET 11.84 RT , STA.pp8y8��+y.65. OFFSE T lCORffiKCrt&7"=iSs' — -- . .. • \.'/ ,ENTRANCE AND 4 - 1 D,, P� 9 ISLE STA. 92+OOJ - EXISTING 54' RAW , \�\ - - tl W 14 GATE © RE C/35-' tl REMOVE AND REPLACE 'M' rculExv .wr RE: INSTALL CP TEST STATION TYPE TS-1 - CP SHEETS 01-03 WATER LINE EXISTING 6' COMBINATION'Ti�Qe ' S E" I 41°10_ w\ \� ' \ 12 ENERGY ` �f�AS LIN - EXISTING FENCE (60 LF) °j yPA s AIR RELEASE VALVE \ y _RE:J31 k � 41Tio-1� ap$ "^J Z . °]�A v�e.v2ewxrrrr 9 3 c 1..0 CAUMONI OVERHEAD ELECTRIC � rxu pEl l�I� p.tnr mn r �— Aulo-19 IN THIS AREA o< cram 1xuA `� -- ., -`hAT , _le• xTA evwaer RORPRTSON ROAD ASP GENERAL NOTES: 1. THE EXISTING 54' n., ne mn 1Ir a ms 10' xcr WLWIT PIPELINE IS SHOWN IN THE PROFILE BY IT M .T R ELEVATION ACCORDING TO THE RECORD 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT ORAWINTHE ACTUAL DEPTH OF THE TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FAMTES PIPELINEEi IS NOT SHOWN. OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH 2. PROPOSED CATHODIC PROTECTON INFORMATION OR DATA THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDEROUND TEST STATION LOCATIONS SHOWN ARE FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CCONSSTRRUCTION. ANDFORTHE SAFETY AND PPROOMCTTON pTHEERREEOIF SANDD T OF ALL WILL HAW BEEN FOR STEEL PIPE IF CONCRETE PIPE IS CONSIDEPAIRIEREO AS HAVINNG MY G BEENNIINCLUDED IN THTO RESULTING ECONTRACTPRICE TIE M THE WORK. THE CSONTRACTOR SHALL NOTIFY !L RAW WAEGEE 1 RANW MOS M\ PF43M USED, REFER TO CATHODIC PROTECTION ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITNG AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. (CP) SHEET 03 FOR REVISED LOCATIONS SHEET NOTES, V 1. MCNAY ROAD IS A COUNTY ROAD MAINTAINED BY TARRANT COUNTY PRECINCT 4. A COPY OF THE PERMIT FOR CROSSING MCNAY ROAD IS IN THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADHERENCE MAP # 2012_432 TO THE REOUIREMENTS, INCLUDING TRAFFIC CONTROL, ASSMATED WITH THIS PERMIT AND SHALL CONTACT TARRANT COUNTY PRECINT 4 ROAD HORIZONTAL SCALE: 1' - 80- ADMNINISTRATOR, W1WAM RUSSEL. AT (817) 929-2756 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY AT THIS LOCATION. 0 40 OU 120 103+62.Do RECORD DRAWING INST T - PROPOSED 10' PO2ARY INSTALL: IEVBS TOREFLECTDR COING SET IS RECORDS Rwun Am Me RaSENN CONSTRUCTION EASEMENT -. � 11) 12' BLOW OFF VAwF, THIS RECORD DRANINC SET IS BASED °u �... iww .q¢s '�,�\ STA. 103+29..�5 OFFSET MANHOLE 10' RIGHT UPON INFORMATION PROVIDED TO �a. 4ew Rn ua PROPOSED i2' RAW `WATER \ INSTALL: ' KIMLEY-HORN AND ASSOCIATES. INC. BY HORIZONTAL SCALE: 1' = 40' E PROPOBED'JS', PERMANENT RE ` 27 • 0.RT.G,X TRAN�AISSION�PIPELIN (1) 7z' sa.3s•Ir DRIP. BEND RT. Dd WATER LINE EASEMENT 6999147.92. E 42B8689.74 \� N 2288680.47 THE RECORD PROJECT INSPECTOR AS WELL \ \\ E 2288fi8 52 AS RECORD SURVEY DATA INFORMATION Sa \ `. -�" \ _ -STA. 103+ PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION 70 THE PUN 0 80 160 240 F� A` � TAD _�� .IbP TALL SET USED FOR BIDDING ORIdNALLY MAP Z[ 2006-436 �+ 18� _ `� `• +0 3 - RE:'�STSHEETS 01=0J SEALED BY JENIFER TATUM, P.E. 87915 # —°�-�—' - OR GLENN A. GARY, P.E. 80598 W- TEMPORARY I MAP 2012-436 3 k\ \ \ EXISTING 3O MANENT \ OFF V E%(STING rALONGRUCTION FENCE MAP 2012-432 =\ \ nUTLITY EASEMEN \ BLO'N�OFF VALVE STAtl( ALONG P ERtt LINE / HORIZONTAL SCALE: 1• 80' �� - - \ REs, F16tlRE 3/3i�.� R� I STA. 192- B000 �� �. RE: B/31 \ LO a0-F BEGIN TEE BORE OR TUNNEL -\ EXI�`TING 12' BLOW • p4 1 '� OR STEEL CASING PIPE 0 a0 60 120 ,, \\\� OFF VALVE WITH FENCE '� 'P 1Y1Dy 4�=N I i I OR TUNNEL LINER PLATE RE: A/29 �'�� \ _ _ °° �ffi N 8999J48.44. E 2288686.20 N0.. H.M PGere \ - --w pEcmmc odlvR ° AK "� +81 $�ING 30' PERMAN N °RT_° 7 �' �I. I STA. 105+98.64 OFFSET 30' LT MAP nn 2012-432-XAIPORARnSTRUCTION 4nL Tlaa Iq EXI$54' R ^ ^\/� I�T�Itt EASEM Awl 2 X REMOVE EXISTING DTE eRea°g ° tt FE/1FE ALONG -EDGE OF, L'NNID T � �•� STA 100+ E TINGTIN E \ � I / ua v/[ ¢wNan 4( ry ¢ NSTALL MAP 2012-436 CONSTROET�ON EASEMENT \ A.Aa�fa7NSI 12' %TO-ENFf?GY PROPOSED 35' , S 115N+5 ao- w.w AALLLI,.. IJIYYY 2) 10' DOUBLE SWING GATES Vol R°ar. x tsR \RF \ Fr. Ireaaxe' m CP TESi$TATION TYPE iS�L �\'om UNE PERMANENT .,•. �\ CPi T 51.�TIONI IYP CP, II I° WITH CATTLE WARD @ a6T.eIX RE: CP SHCET5,01-03 `�\ -` F� _ 3 \\\ « SEA\ENT' �y \ f CP H�I�'OR�Y3 wa RE: B/31 WAY CULVERTAT.A106+10.00 wl lE'W�ORARY UCTION « « C C G P sm pc.^�FLTY E r /� .i CP ^1EST ST ON TYPE CP S W� \ R(✓ CP TS Ot W INNS xew ANI nu MMY vl. �� ,, II __-- OI WA Mete _ E&MMN0� 4 RA (al7) naa \\ \\ L.�'c Y _ - WAMR UNE-.- -^.MAT T }li < ' .RROTBERRTS�ON ROAD IS A COUNTY ROAD MAINTAINED BY F xD Its OaN,Ir 1IO s 1 + ,.r UE ARR T COUNTY PRECINCT 4. A COPY OF THE PERMIT FOR CROSSING ROBERSTON ROAD IS IN THE SPECIFICATIONS. � W9 _ ---ice- K THE CONTRACTOR IS RESPONSIBLE ORADHETEN D TO THE REQUIREMENTS ASSOCIATED IBTM1 PERMIT AN I �t— _ SHALL ROBER'rso ":RDAD (A HAL CONTACT TARRANT COUNTY PRECINT 4 ROAD ADMINISTRATOR. '� � 7 N�W 'r AM RUSSEL. AT (817) 929-2756 4B HOURS PRIOR TO ANY 2 i ° rnTx 0.O"w' a CONSTRUCTION ACTIVITY AT THIS LOCATION.O STA. 106+10.00 f '� - .END 92' BORE OR TUNNEL Y8 0 2. TUNNEL/BORE DIAMETER SHOWN IS FOR STEEL PIPE. 'STEEL CASING PIPE OR 8' CAS k 4' BRINE 1. THEE NOING }. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTUTIES, WHETHER PUSUC OR PRIVATE. PRIOR TO EXCAVATION. THE INFORMATION TUNNEL/BORE DIAMETER FOR BAR -WRAPPED PIPE SHALL BE 98'. :TUNNEL LINER PIATE To ENERGY LINES 1. THE EXISTING 54• RAW WATER AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION `� eRE A/29 PIPELINE IS SHOWN IN THE HE flI_EEEC BY SHALL NOT BE RESPONSIBLE FONISHED BY THE OWNERS OF R ACCURACYND FACILITIES ORCOMPLETENESS OF ON SUCH INFORAL MATIONS OR OBSERVED THE CONTRACTOR SHALL OWNER ENGINEER 3. ALL�MAINTAINIPEUNE A TRENCH AND NiDiHPIPEUNE NO GREATER THNNECoN SIIOWN ON /Y f N 6999408.43, TEMPOR C STRUCnON ELEVATION ACCORDING ID THE RECORDMACk E 2288885.14 FENCE ALONG EDGE OF DRAWINGS. PIPELINE B HOTACTUAL SHOWN. DEPTH OF THE RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATNG ALL UNDERGROUND FACILITIES, FOR COORDINATION SHEET 30. CONTRACTOR SHALL PROTECT EXISTING Se PIPELINE I: II j CONSTRUCTION EASTOAENT OF THE WORK NTH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AND FOR THE SAFETY AND PROTECTION THEREOF AND DURING CROSSING FROM ANY DEFLECTION. OVE AND CARIRR A WARM RE B/31 2. PROPOSED CATHODIC PROTECTION REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL HAVE BEEN CONSIDERED AS HAVING BEEN INCLUDED IN THE REPLACE 'aLq x ` an TEST STATION LOCATIONS SHOWN ARE CONTRACT PRICE THE CONTRACTOR SHALL NOT" ANY AFFECTED UTILITY COMPANIES OR AGENCIES �)INw�WIaRITING AT LEAST 488HHOOUURS.�PRIM TO CONSTRUCTION. p� -c .:Y I EXISTING FENCE FOR STEEL PIPE IF CONCRETE PIPE IS ICI RAW WATM M RA R %ISSM PF13JM RE 8/31 USED, REFER i0 CATHODIC PROTECTION (OP) SHEET 03 FOR REVISED LOCATIONS. 695 C7:-7 L Kfj 675 670 665 H W 1 1 111■IN 1�INNN IINC... � =-no N=INS IININMENNEN ' • MMENE ■M"' is ARM N 1 H1�ENIN■■■ OEM 1 THIN■��I IIIHINNiN11 EMEP-111 N NN1 INC.....■■■ ■■■ 'N'iii ■'■'F�■■■ ■� ■■■ Ei■ ■INN 'iiiii■■iii0i ■■■F: ■o■■■■■■■Esa ■■■■■■■■■■■■■ ■ MENEM MEN mmomiiiiimmii ii l IN TIN NNINNIIIIIIIIEM N1 . 111uppil1E �q INN MM MENIIIINN _ �■ IN ■■■■ .■■■■■■■■■■■■■■■ ms�■�■■ ■■■ ■■ ■■■ a■■■■�1■■■■■■■�■■■ ■■■■■■■■yNdo wMM ON amp, M ■■■"u■■■■■\Q M ME\■■■■■■■■■■ II�NNNI ■�■■. i1■■■■■■■■■■■ I■■■ ��3"vwM■■■■■E■ ■E■ ■M■�M�E�P-Zid MM■ ■■■I.)■ I MINN:_ IN_ 11. 1. �N I JINN ,, , �."..fM' ■■■• wI1NI,iL�INN11NNE ■ ■i�J■�■■■N■il',Amm■■■■■■■ �■■■ ■■►!,C■r.a■.1■■■��'%;:r■■■■Mr!naa�■■■�iG�■N ■■E_ �I-N0ICM ■■■ ■■■ w MENc:=-= 1111111N1111NMI�:w 1 i 11��'%ofI1 C:1C'1C■��!�` '�II:NIfN1ANyW zvc___---- Ou�■Jiii /" /E�KII�IN ■■■■■ ■■■■■■..=MIN, �NI!I �1■■■ ■11i1 ■■■ 1 ■►�I_,��' IN IIINIIIOIIINn-.___=•..■...... -- ���■■■■■�YWCL".IA /L1/'�p'T1T��'Na1.�� M■■■■■■_—■■■„■■ ���■■■■■■ IR%�%�■■■■■■■■■■■■■■■■■■■,■■ .............N■���...—.■M■■.■E■.�-�;,N■■■■■................■. ■■TINE■■ NIN�JIN1 WW - --�e�e�■■■■■�il.■■■M�■ems■■ �■ lu mom M■ ■■■pt;_;.��■ ■■■■■■■■■■■■■■■■■■■■■►�■ E■% ..�j./..■...�.'•.■■■■■■■■■■.■■■■■..�. ■■■ .� gl G A!lA�l:nEMEM 'N`'. -NZA --- 181■■■■.......�� WOMEN ... . /..■ ■M�M�M■■.i. ... .�. .. ..�..r��� �Gc�r�■■.�.■.NIp•IN .� 1I8 1 INN■IwNI n��II�.�1.111111NII�II�NN ialNaIIINN ■■ ■■i■�■ �•Ni■.i■ w■■■■� ■■■■�■■ ■■■■■■ IIENO ■ NONE ■■■■ =\i■ �■ ■■_■■��■■■■F5■■■■■■■■■NI■■■■■■■■■fit.■■■I.■■■ ' ■ ■G�E■■■■F!■■■■■■■■■ ■■■■■■■■■ b■■■ice■■■ ■�/IIICN. 4o a I MEN N=:�IN M NN:::�IINI MEMO ::�IINNIIIC:::: :II�C N ■■■ ■■■■MEMO\�) T ' W. A7■a1M■■■N■■M■T■■■■N■■■■■■E■■11111M E4■/■M■wMM■w ■� ■ ■■ ■■■■■�■�'a� L ■■■■■■ESE■■■■■■■�■■■■M■■■■■iM�BFaEIti}IaE�4M ■M■■■■I�MJ"■■■MIN■■■9Oat ■ MIA O� M ■■■!Jvl1117 ■■■■■■■■M■■■NE■■EM■■ ONE ■■■■■■ ■■■1■■■■ ■■■■■■■■E■■M■■■■■■■■ME■ � F burmM MI iE a.a �a . a. '.' .I�IWIt . aa r.a a!NNr a!NNr .,a C. . . �g N p d Q b $ E'er s Y Na a oy�y 4 x C F4) a CL L N = O N Y i 7 C L Q f5 O a� T co co U LLA a Wo �w 16 T HORIZONTAL SCALE 1" - 80MI LM STA. 115+00 UNITS OF SUBSURFACE y UTILITY EN NEE STA. 114+14.95 TO 115+64. 0 40 80 120 IN STOAT FOR OFFSET 25' FIT_N LOCATION OF 54' RAW LINE INSTALL: MAP # 2012-436 �R�E) C/333PN LIK OAK iR MAP # 2012-432 __ HORIZONTAL SCALE: 1' . 40' TREES TO 8 RECORD DRAWING B. REMOVED:-. R IMM TO FERECT CONSTR CIM FECORDH STA. 199+EFABB-108+98.74 40 48 OAK, . THIS RECORD DRAWING SET IS BASED (1) OTHER S 4 INSTALL: ® STA. 110+00.00� �' 1 UPON INFORMATION PROVIDED TO (1) 8' DDMBNATDN AIR INSTALL: 0 40 80 120 F KIMIEY-MORN AND ASSOCIATES, INC. BY RELEASE VALVE RE: A/27 CP TEST STATION TYPE TS-I 19 N THE CITYS PROJECT INSPECTOR AS WELL .:- ------ RE: CP SHEETS 01-03V , MAP # 2006-436ASAIANOU N 699969].13•--8 680.04 PROVIDED REFLECTS THE CHGES11w MAP # 2012-436 DURING CONSTRUCTION TO THE PLAN EXISTING 6' COMBINATION NX. sm, Pc ess / MAP # 2012-432 v SET USED FOR BIDDING ORIGINALLY MR RELEASE VALVE. SEALED BY JENIFER TATJN, P.E 879/5 EXISTNG_Jp'-r STA. 109+33.44 . ROPOSED 72' RAW WA II OR GLENN A. GARY. P.E. 80598 PERMANENT OFFSET 25.95' ,(TRANSMISSION -PIPELINE ' • ,i ~ UTUTY EASEMENT Q*T'Ex0 ELEAS oxE smxr • , I g. °p.yry MEVE "VALVE, 9/z] �'-� Nnkm EX n 3+30.15 _ -/ I , /I � INSTAL ,-BLOW OFF VALVE N MANHOLE BLOW OFF VALVE I WM 10'OFFSET ' .. R:DMANHOLE 10' LEFT R : D/2] 11 00 111 0 112+0, .« . +•4�4a'} N 7000053.12. E 228B598.90 p L STA 113+00 30' LT a ���� ._ :.._ dII -••— sa •^F°,. v... INSTALLS.. E ..,,. 'ROPOSEp 10, TEMPORARY STA.112+5532 A. CONCRETE SLAB AND ANCHORS -EXISTING 6' CCMBINATH N AIR RELEASE VALVE. STA. 115+09.19 OFFSET 27.34' LT VENT EXISTING AIR RELEASE VALVE RE: B/27 rSTA. `1 INS () TV PM4L 3J PMQL 3] NCI°E E49NFA .WO NWE °.P°NW NIO W Ww WIRY °NiLVlpf C.WID 8 I.gES `1PLw LMR) °MIIXFR GltEa 4 I.4LLS WL I PQlli Kl. 1.P44 PGO1) oA.R.T.0 oA.).c11L T IXE ro M.R. wws aEEom TO Rx wl. s5s), w ess I 5nL .usi. PG ea5 NO 116+00 •—may .— a• —P� . av )c rtnn STA 117+01."- WATER TRANSMISSION INSTALL: PIPELINE (1) 72.41.39- PROPOSED 10' TEMPORARY NORM BEND ITT. CONSTRUCTION EASEMENT N 7000050.M. E 228822752 PROPOSED 30' PERMANENT TEMPORARY CONSTRUCTION - WATER UNE EASEMENT FENCE ALONG EDGE OF CONSTRUCTION EASEMENT. STA 114+14.95 TO 115+64.95 RE: 3/31 OFFSET 25' FIT °,wTER k WAHn INSTALL q. Dlw PG 5n (11) 3- CALIPER LIVE OAK TAMES D.RT.Cla RE: C/33 RAW (3) (L "- - 8' CAS k 4' BRINE XTO ENERGY ONES 8 STA. 109+2795 TO 109+72.95 CONS C�IVORLE ISEMNT INSTALL: RE SHEET 28A OFFSET 24.64' RT (1) 12' B9.}9' HOR12. BEND LT. .. ., PROPOSED 30' PERMANNT / ERAL NOTES 1. THE EXISTNG 54" RAW WATER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN NTH RESPECT TO EXISTING UNDERGROUND FACLITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND INSTALL: WATER UNE EASEMENT (2) BLUE BALL MANNERS PIPELINE IS SHOWN IN THE PROFILE BY TEMP A N ON-. (4) }' CALIPER LIVE OAK TREES N ]000053.65, E 22886]3.]4 BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON FENCE'ALONG EDGE OF ._ RE: C/33 ELEVATION ACCORDING TO THE RECORD PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE CONSTRUCTION EASEMENT DRAWINGS. THE ACTUAL DEPTH OF THE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA RE: D/29 - TREES TO c• m k mi �- D158. P, 511 PIPELINE IS NOT SHOWN. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH _.... _. BE REMOVED - o.aT.etx�1M INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF 24". 25" @ 28' OAK 2. PROPOSED CATHODIC PROTECTION THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AND �♦ TGp ppG1 WA. �� STAIION SHOWN EIS SAFETYAND REPAIRING L F1/\W �F1 t"rGL•� FORTEST STEEL PIPE..IIF CONCRETE PIPETIONS MGM THE THEPROTECTION OF ALL NiLL HAVE BEEN CONSIDERED AS HAVINGRETO BEENRESULTING INCLUDED USED, REFER TO CATHODIC PROTECTION IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES fCP) SHEET 03 FOR REVISED LOCATIONS. OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. u g o N �E m9;B8� m 5 e § E ?2! Y .F 3 E,S W [I ❑� fr�l 0 ILL. III' 0-5 ININI : ■ ■ ■■ ■■■ NN1N1■IINC N'■ 1 ■■■ ■o 'lIN11 111 IIIINN INN.■=.,.=N . IININIII�C::::11:1D - ' WE N E1 # ■ li■ rf-iF:i/■ ■.■.SEEM ■rl ■■� Now ■■■■ s . , Ea m■mi ME 4UKKIEEEEEEEEE iiic■■:` ■■■■■■■■■al 11 IN 1111'••11111� ME :CII .. ..��. .SOMEONE...... .■ M.IIIINII ■OMEN .■ CC E f ■ ,1..:,,� N .. �N■N■M MNE1■N■■■M■■■NM■I-M■E ■■■■■■■■S7■■■ ■■■■MM■■ EM■ Emig ,tN III■. Mew■�■■ lI�SII■NNNINIIIN■"'�i■■■■■■■■: ■■■11C■■ ■ ■■ .■■S■■■5 3R M■■■iir���■■71 ■E. ■■■■■■■■ C■■ ■■M■■■ SS ■ + ■ �■IGumeLlir71�■■ MIr■i■■■■■■C\ ■r/.Mj ■�■■■■M■■ ■MFENEE■■■M■■■■■M■ ■■ ■■■■M■■■ ' Sou \\SMIS■M■ISM■ERN■ice■■■■■■■■■M�m or/IrSN■■■M■M■■■M ■■�■ 690 ■ - ,/1■■■1 ►`\\■'■■1 ■■W�■■ onoo■■■■■■�1� ■f 1 ; r�■■■■ ■MESS■ NNN e CCCQCCaCCC111'►�'1■�M1111■TMME �1 . .. ' NIN�_ N■Ilra".1 MEN�INNNE E NIIIINII M SrmC2qE■■■\��\■M=■■ S■ ■Mrs 11� N IININI ■■■�■■■■-■■■■■■EI: ■■ ■ �arE■■ ■■�■■Mc■■■ME._-.■�■■ ■■C■■■1C CIN ■�■II■■■■■ ■■E ■■■■■■■■M ■MS■■M■■NE■ M '/INll --�••MIN�1� - � �N •� MM ERN••• ��_•M... II�N� IIII�INN�N �SEr.J ��l�■■■■ MM■M .. M■■■■■■�a �::■■■E■ ■MIM■■IM' ■u■■Mi■i■■■■M■M0■•?�= ■ ■■NM■■■■MMS ■■■M��V■M■■■G\■■M■\��\■■■NEll ■■■ M' ■■■ ■M■Ea���SS■■■■■�a��_o rliC�.■■■■■■■■hM■■ ■■ ■■■■■■M.I m■■■■mo■ ���■■M■■■MM■■■\���■ Mll■M■■■M' ■. ■■■!_s=SAS■■M■■■■■■■■M■■MME.i:�=�I:�S�7GMEC�Mt■■■ NMNII_ .l NNN ��� IINIII! •� - -.. ,r ��_� 11pu _IIIIIINNN�1R,;`•.' ���\■■■�SE9S■■ EMS ■M■��" _ ' '�■�■■■■N■ ■■SEM�� 11 . ._IINNNII��MN. '.•.■■■■.■■ll■■■■■M �'N!NINIINMENI . �����i��!�SMM .�'{K mL IE■■�■■■■■m■■S■CrI�M'.■MM■■E�� ■� ... '_.I ■ON■■■■ ■ON■■■■ .=■■■. =NONE �>•IIBLI .rM•.M7i• Ig21NM..■■EV` --��`►iN--_��■■..M■■I■ .............■� -Eiiiommom■■. oo NI`N�::1'!NINNI�' i■ '�.1� �"I flM�I�EM■■�■�■ ■ M■ ■■■■■■■■■\g:a���C�: iSMICL>F3b3a�S1a r',iii� ■■MOM■■■■ ■■■■■■■■■!�w 1 BIAS ■■M■ ■W■ ■ ■MMEN ■■■■■■■■ SM�/■■NaART11L1i1r ,r117�iK�-lliS■■MMIM■NN1■■■MM■A�INININNIIIIIWa�..l ■■ ■■SEES M■ ■■E■■■E■■S■S\• .................... NMMMS �C■■■■■M■■■■M■■M■■■■■■■■M■w■■■■MM■■■■■ am- sM■■ �P3�I I M�■■■■■■■■■m■■■■ ■■■■■■■■■■.■■■■■■■■■M■i■■■■■■■■■■■■■SSE■■S■ ■■■■■■■■■■■■■■■■■M■■■■ �■ ■ P Miami ■■M■■■■■■ ■■■■665 No M■M■■■■■■■■■■■■■■■■■■■■■E■■S■■■■■■■■■■■■■■■■I■■■■■ESE■■■■u■■■■■■■■ a■■ a D } L L OF w 91FEM TREES TO �. BE REMOVED ,42 & 14' OAK Y~+(2) OTHERS"5.4' BTA 118 BB S/ BYA?� 18+76 20 INS ALL BEGIN ROP CAP VA C MBI ATIO E CRP L�R�AD HORIZONTAL SCALE: 1• 80' Q 'NE OR0.T{QN NA OOR1 9.4 ?E 980 9 0 AD so 120 MAP # 2006-436 MAP # 2012-436 y� DFFSET �2 RT, INSTA \ �� �� GENERAL NOTE {(n _ z i 3 s ) ��N2W �= 1. THE EXISTING 54' RAW WATER 1.\\ PIPELINE IS SHOWN IN THE PROFILE BY ELEVATION ACCORDING TO THE RECORD STA. 118+0000 \—PROPOSED TEMPORARY DRAWINGS. ME ACTUAL DEPTH OF THE INSTALL: CONSTRUCTIOO N EASEMENT PNFLNE IS NOT SHOWN. CP TEST STATION TYPE 1S-I PROPOSED 30' PERMANENT 2. PROPOSED CATHODIC PROTECTION RE: CP SHEETS 01-03 WATER LINE EASEMENT TEST STATION LOCATIONS SHOWN ARE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTUTES. FOR STEEL PIPE IF CONCRETE PIPE IS OR PRIVATE PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN USED, REFER TO CATHODIC PROTECTION EXISTING UNDERGROUND FACIUTIES AT OR CONTIGUOUS TO THE SITE IS AP (CP) SHEET 03 FOR REVISED LOCATIONS. OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OMER , INFORMATION OR DATA. ME CONTRACTOR SHALL HAVE FULL RESPONSIBIL FACIUTES, FOR COORDINATION OF THE WORK 1WTH THE OWNERS OF SUCH REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK THE COST CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. AND BASED TEMPORARY CONSTRUCTION FENCE ALONG EDGE OF CONSTRUCTION EASEMENT RE: 8/31 ING CUNSIHUCDON. AND FOR ME SAFETY AND PROTECTION THEREOF AND ODERED AS HAVING BEEN INCLUDED IN THE 7r RAW wATM TRAIMISS ON PF43-M 36 & 60' TgFiF,-ttD `ca � h ,T IC PROiEI ON 36 a K 00— 1. �P•r• � 1r �As & 4' BRINE MO ENERGY UNES Ptr. IVIV ® STA. 126.47. TING WETLAND - IN WATER LINE INSTALL: (1) 72" 20.95' HORIZONTAL BEND RT. TO BE REMOVED AT COMPLETION OF CONSTRUCTION (1) BLUE BALL MARKER AREA SHALL BE RESTORED IN N 7000670.87 E 2287513.63 ACCORDANCE 404 PERMIT SHEET NO7ES REQUIREMENTS AND SPECIFICATION 1. FROM STATIONS 118+50.00 TO 122+50.00 SECTION 029M CONTRACTOR SHALL RESTORE GROUND TO 2. A HIGH GROUNDWATER TABLE MAY BE EXISTING GRADE OVER PROPOSED 72' PIPELINE PRESENT IN THIS AREA. A DEWATERINC PLAN EASEMENT. VEGETATION SHALL ALSO BE SHALL BE SUEMITTED BY THE CONTRACTOR RESTORED IN ACCORDANCE WITH SPECIFICATION SEALED BY A LICENSED ENGINEERING IN THE 02936. STATE OF TEXAS. 9 g 8 TA. 12]+00.00i m' gi %' INSTALL �G$ TEST S� TYPE TS-1 CP E15 03 o y % >r 1 ✓.r.... Y N c m c3 H X 3 � c N CO ~ C 615 k m L N C O O = 'v1 610 3 ° r L° F- 605 w O L ao 4r J cri U W 600 0 w o J 595 N T Lua. $ o. ¢ oC W 590 H 0 o g 585 o + H 580 ti � 575 e 0 m � 9 < o g W w z 1 a 570 A o o X x v 565 9WCP 18 w b sNam; HORIZONTAL SCALE: 1' - 80' 0 40 80 120 MAP # 2006-436 MAP # 2012-436 STA. 132+38.93 NSTALL A M1aaav��.µrz (1) ]2' 2].49' HIXil2. BEND RT. 3"M' JL BT (1) BLUE BALL MARKER N 700118298 E 228PROPDSE Fx - BE REMOVED RAW WAT 'W� g, (1) 12- BLOW OFF VALVE WITH MANHOLE OFFSET _,MANHOLE 10' LEFT RE: D/2] N 7001158.60. TREES TO E 228725166 BE REMOVED 0 B-, 5- h (10) OTHERS S4' BE 8'GAS &4'MIN XTO ENERGY, LINES GRAVEL ROAD w W I . IIIWI RESTORATION OAT.CTx RE: A/32 SHEET NOTE: 1. WHERE 72' PIPELINE AND 54' PIPEUNE CROSS, THE CONTRACTOR SHALL MAINTAIN A TRENCH WIDTH NO GREATER THAN SHOWN ON SHEET 30. CONTRACTOR SHALL PROTECT EXISTING 54' PIPELINE DURING CROSSING FROM ANY DEFECTION. 2. A HIGH GROUNDWATER TABLE MAY BE PRESENT IN THIS AREA. A DEWATERING PLAN SHALL BE SUBMITTED BY THE CONTRACTOR SEALED BY A UCENSED ENGNEER IN THE STATE OF TEXAS. RECORD DRAWNG IEWSE1 TO REFLECT CONSTRICTION REOCIRDS THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMUY-HORN AND ASSOCIATES, INC. BY ME CITY'S PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO ME PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM. P.E. 87915 OR GUNN A. GARY. P.E. 80598 CL�7�1 LS/1a1-1 � lT PROPOSED 10' TEMPORARY I. CONSTRUCTION EASEMENT rTREES TO REMOVED / TRON BTA. M}S+SOVE PROPOSED 30 PERMANENT r TO STA. 138+00.00 WATER LINE EASEMENT__/S` 14', (2) 1 42) OTIGS S6' _ -EXISTING 54' RAW TE n.mcn - WAR LINE OTHERS 'TREES TO BE REMOVED FROM STA. 134+50.00 TO STA. 135+50.00 (2)-12- 6: (6) OTHERS S4' GENERAL N07M 1. ME EXISTING 54' RAW WATER PIPEUNE IS SHOWN IN THE PROFILE BY ELEVATION ACCORDING TO THE RECORD DRAWINGS. THE ACTUAL DEPTH OF THE PIPELINE IS NOT SHOWN. 2. PROPOSED CATHODIC PROTECTION TEST STATION LOCATIONS SHOWN ARE FOR STEEL PIPE. IF CONCRETE PIPE IS USED. REFER TO CATHODIC PROTECTION (CP) SHEET 03 FOR REVISED LOCATIONS. RE: 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES. WHETHER PUBLIC OR PRIVATE. PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACUMES AT OR CONTIGUOUS TO ME SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OMER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ME ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE MILL RESPONSIBIUTY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACIUTIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM ME WORK. THE COST OF ALL WILL HAVE BEEN CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. TIRE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ■■ ■■M■■.■ •....■■■ .:.�.��■�■■ Coy■■■ ■■■■■ .... '7..... ,:0 aI ��� IN ■■. I ■I ...■■■. 1 1 IIIINNNNNIIII ■■.■■■■■■■■■■■■ N NIINNI�INI N��IM■■POEM 111 ■■■ ■■ ■■_ ■■■■■■�■■■ �■E■Elo■mal■■■?ii■i■■■■■■■■■■■■ ■■■ M■ M■M M■■ HE 0 Em ■■ R ulm- ATilAIN INIII■IN ■ ■■■loom■■■■ ■■■■■■■■ ■■■M■■ 11 1 N NNI IIIt NN 3 1 I-IIIINNI�IIIINIInIII1■ mmN mo■■m■O ■ 1 lolo 1■■■MOON ■M■■SON& . 'N■ �.mmmamE1 MEMO NONE ■low .,�li�iEl�REM ■M■�■■ ■■■■■■■■■■■■ ■■�■■�■��■ E ■NMIf■■■■■■O■ MM11■M■■■■IIEi'N \■N ■■lopp p/■ BEM■■■�I�M lINM�■■�■M■M■�■■-.�-_ N■ME■NEEMC=■C MC2 v�1� =11M0 i EEMG ■E■■ M■ Z ■�� i%■�eMCCNC�� G':■mmassari3�i■i�1 ■■■' MEE ■■N■E■m■■ ■ice ■ ■■■■ ■■■■■■■■■■■m ■�■ MOM.=-------- ..■..Nonni _'�.�.IIII.......E.`: �. �:� ....■nnnnnNH111'r �■NNN ,.,.Ilion 1■■ " ' ' .!!11�11!IE:Ilala:a:.�t MMENEN ■■■ . . :■ mmosomIIImmomma \■■ .................... .P ■■■�m■N■■lo■■■■■■N■■■■■I■ .1.]■ N■■P�■■■■■■■■■O■■■■■■■■■■■■■OOP■M■ ■ \■�■�■■■■■■■■ON■ ON Ii�N■ \ �kM ��/J■ ENlo�----�������■■■Q�flElom■■N���■■_■■■l��n■ IP ■ �M�1. *RI ME■M■■NIIIII INI ■;E ■■■ ! A■■■EE ■� ■ loom OO■ ■FAMR-Luxiia sM■ 3 /iGf6/.i 11O■■N■ ■;■ NNINNNIN ■■i■■■■ im ■■■� E+1 ,MF SIN MIN II ■_■■■AMMEm■■ iilfEilii■1■ fii1WA ■N ■■N ■■■■■■■■■■E■■■■lo■OE ■ ■ N ■■I.A■■■ ■■■DOOM ■■■■■■ MM ■ ■ ■ ■lo■■■■ ... ...................■i■■ ■. ■ m� �......�......■�■■�NO MEN■■ ■■ ■ ..�......NIN . NC illt�l loNNINHNI ®I�II11Yi11N1��N1■NIN■INNHI■1� I�••IIIIIN■1111■IHtlll E MmMMMMMMMM 1 1101011111111masm omo 1110ME 11111=:"I MONSOON .'0 =:=11=I ■ .. ..■■■■....1.. IINlllltll ■■ IN11..... ....ERE = MEMO EEME■ E EM ■ 1 NINNN 1111 BE 1 MEMNON I�I�IC NAME ■.. �... ■111 ........Essmam.. 1111■. mNRa �ralo Gl■■■■■■■■■■ ■ ■■■■■ ■E■EMMm■ ■ ■■N■■■■■■= 1110214361■■ it l IIIIIIIIN 1� ; NE■■■ 1 N�lo■N■� ■■'■__�■lop■�■�■�■I���iii ems■=%MINE ■E■��Oa■■E�Io■ W wl■■GOMEE 11111= :111■1 EE 595 590 585 Uim g U c g � C t�QyQj N�•QCC � S .6< F Lu 0 Z + DD LU r o _L d F- cr CD m m O a �gz + f Do W LL T 2 � a 0 575 o 9 gg g 570 �g 0 0 o V Y RKLT W5 19 O .10 9 m£ HORIZONTAL SCALE: 1' -80' 0 40 60 120 MAP # 2006-436 MAP # 2012-436 -TREES TO BE REMOVED FROM STA. 135+M.00 TO STA. 138+50.0 (13) $ 4 PROPOSED 72" RAW WATER ()NE PROPOSED 10' TEMPORARY O r CONSTRUCTION EASEMENT PROPOSED 30' PERMANENT a WATER LINE EASEMENT GENERAL NOTES 1. THE EXISTING 54' RAW WATER PIPELINE IS SHOWN IN THE PROFILE BY ELEVATION ACCORDING TO ME RECORD DRAWINGS. THE ACTUAL DEPTH OF THE PIPELINE IS NOT SHOWN. 2. PROPOSED CATHODIC PROTECTION TEST STATION LOCATIONS SHOWN ARE FOR STEEL PIPE. IF CONCRETE PIPE IS USED, REFER TO CATHODIC PROTECTION / 4,_(34' _ )/+00�- 14T+D0�� r / 1 1 CM1fR k BRN115 oR.RT.vcnc TREES TO BE REMOVED OMITS OF SUBSURFACE TREES TO BE REMOVED FROM STA 140+00.00 UTILITY ENGINEERING FROM STA. 143+0000 TO STA 143+00 00 INVESTIGATION FOR TO STA 145+0000 14', 12 & 54 RAW WATER ONE (1) 12. (13) OTHERS 22) OTHERS $4 �.- 1 i 4 " EXISTING 30' %IBTRIG /iAq RAW ROAD REST L 1 1.L TEMPORARY CONSTRUCTION -K PERMANENT [ x wr aLWxr FENCE ALONG EDGE W EXISTING 54' WATER ONES UTILITY %'WATER LINE R&- �:i rt - seaw' CONSTRUCTION EASEMENT 0-HOLE LOCATION EASEMENT RE: 5/31 T/P 595.52 _y, } N 7002390.25. E 2287268.65 STA. 138+00.00 AREA DESIGNATED AS EXISTING INSTALL: WETLAND. RESTORE IN ACCORDANCE Cp TEST - 1WTH 404 PERMIT AND SPECIFICATION EXISTING 54' WATER ONE STATION TYPE TS-1 SECTION 029M D-HOLE LOCATION RE CP SHEETS 01-03 CµRR & mmm T/P = 595.44 w. "'M w. 512 N 7002409.53, E 2287268.38 D.0.T.Clk 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES. WHETHER PUBLIC OR PRIVATE. PRICK TO EXCAVAMN. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY ME OWNERS OF SUCH UNDERGROUND FACIURES OR ON PHYSICAL APPURTENANCES OBSERVED N ME FIELD. ME OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ME ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPON99I1-ITY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF ME WORK WITH ME OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AND FOR ME SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM ME WORK. ME COST OF ALL WILL HAVE OEM CONSIDERED AS HAVING BEEN INCLUDED IN ME CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTUTY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 72w Raw wait TRarisMssioN ire RECORD ISED TO REFLECT IIS RECORD ORA UPON INFORMAI SET USED FOR BIDDIN SEALED BY JENIFER TAI OR GLENN A. GARY. TREES TO BE REMOVED FROM STA 145+0000 TO STA 147+00 00 14 (2)-T2 & (/8J OTHERSS 3 OFFSET 40.02' RT �-STA. 146+00.00 VENT EXISTING 6' COMBINATION INSTALL N � }s' AIR RELEASE VALVE Cp STATION TYPE TS-1 RE: B/27 RE: CP SHEETS 01-03 SHEET NOTE: 1. A HIGH GROUNDWATER TABLE MAY BE PRESENT IN THIS AREA. A DEWATERING PLAN SHALL BE SUBMITTED BY ME CONTRACTOR SEALED BY A LICENSED ENGINEER IN ME STATE OF TEXAS. o c g OH a m D c is BY = m k ELL � N w KN 4 N N ]2 N c OS g C p e .=--�_-- --- �■ ■■■■�■�� ■■ 0 :� ■�. II■■ ■ ■■■ �N■1 --�-- ■ ��■0 (ram_ ----�-C— ■■. ■■ N■ ■ ■■■ ■ MEN V■■■ ■■ ■■■ ■■■ ■ ■ ■■■ ■■� ■■ ■ ■ ■■■ ffL■ ■■■■ ■ ■ ■■ ■■■ ■■ ■■1 ■ ■■■ ■■■ ■■ ■■ ■■■■ ■■■ Now ■■■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■■■ O M ■ • ■■■ ■■ ■� ■ ■ ■■ ■■�■�■iiii■■■■i■■■■ ■■■■ ■■■ ■ ■ ■ ■■...[,■■ ■ ■/■■■■ ■■i JOIN ■■■ ■■ ■■■■■`,■ ��� ■ ■■■ ■■ ■■� ■ ■� ■�■■ ■ X 3 c cd SL d r 0 eq ,o C y Y E N� O urI 7 C fE pLL C N N aT co TC U w 605 0 Lu 0 L 600 a o= a ¢ C40 595- ¢ O � o g 590 QM + CC T ss 585 H N 580 y 4 N xyk u H 575 0 $XEET 20 570 CF 38 sHgci WETLAND. RESTORE IN A LATH 404 PERMIT AND 5 T - SEC 36 STA. 150+33.62 �� •�' \ NSTALL_ HORIZONTAL SCALE: 1' - 50' (1) 72. 28.53- HORIZ. BEND LT. \ '�\\ -�. (SEE N 70029 7 p STA 150+1218 = - fIW57l 0 40 80 120 STA. 0+00.00 54' RAW TAtTA gsmlci,tG` WATER PIPELINE CONNECTION vRa - c - INSTALL: MAP # 2006-436 SEE SHEET (1) 72'x72%54' SEE MAP # 2012-436 21A TF PROPOSED 10' TEMPORARY N 7002966.12 E 228721785 \ CONSTRUCTION EASEMENT STA 149+ PROPOSED > PERMANENT INSTALL WATER WATER LINE EASEMENT EASEMENT (I) 72BUTTERFLY VAL NTH H VAULT RE: A/31 STA LL (1).00 N 70D2934.39 INSTALL (1) fi' COMBINATION E 2287218.16 AIR RELEASE VALVE RE: - 7Q02701. \\[ 2287220. 0.45 T ENO RAVEL Ro s REST ATION 32 J \ - - P OPO 72 RAW lI ANSMI� IPE NIE ..._.." ES TA. 1 7+00.0REMOVEp I iq OM STA. 1+00000 WE FORK - \\ 510. 1N8+0000 -TRH TY-RIVER' (11) OTHERS 5 4' BTA. 149+I EXISTING 12' BLOW INSTALL: OFT VALVEEND TEMPORARY (1) 12' BLOW OFF VALVE rlARnnT ..a l NTH OFFSET CONSTRUCTION WATER oismcT FENCE AT WATER 'S N 7002898MANHOLE25, ER228]21D852 varomTr EDGE RE 8/31 EXISTINGATE54' RAW currtR sMunrs I WR LWE snl. nsa x nz 90.TG1X STA 151+29.87 FL - 589.38 72' RAW WATER TRANSMSSION PPELI'E _1 r;__ inns __;I 1 AN \ON 32.43 L .ST CAP END £ f NOTE 5 /p \ I23 E 2287IB3.03 .� Y i ' HORIZONTAL SCALE: 1' = 80' IIIIIIIIIIIIIINi (y i ••• 1 e/ 0 40 80 120 MAP # 2006-436 MAP # 2012-436 d /F V I�EEXCAyATION ASSOCIATED WITH THE WEST FORK OF THE TRINd•/ \_, f RIVER C OSSNC SHALL NOT E%GEED THE TRENCH WON INDICA ON SHEET 30. CONTRACTOR SHALL MAKE PROVISIONS. INCLUDIN ' RENEW OF THE GEOTECHNICAL REPORT, TO ENSURE THIS TRENCH WON REOUIREMENT IS MET. RIVER CROSSING SHALL BE O RESTORED IN ACCORDANCE WITH DETAIL C/31. / • 2. THE CONTRACTOR SHALL COORDINATE WITH TARRANT PROPC[/_ REGIONAL WATER DISTRICT TO ARRANGE THE TEMPORARY TRA SHUT DOWN OF THE SPILLWAY FOR CONSTRUCTION OF STA. 151+00.00 THE 72-INCH WATER ME ACROSS WEST FORK OF THE , INSTALL: TRINITY RIVER FROM STATION 148+00 TO STATION 149+50 (1) 6• COMBINATION (DAVD MARSHAL,- 817-335-2491). AIR RELEASE VALVE A/27 3. CONTRACTOR SHALL FEW VERIFY EXACT ELEVATION, N 7 46.01. LOCATION, ORIENTATION AND MATERIALS OF CONNECTION 287186.] PIPE PRIOR TO ORDERING MATERIALS. STA. 0+00.00 WATER PIPELINE CON 'STA. 150+ 6-27 4. A HIGH GROUNOWATER TABLE MAY BE PRESENT IN STA 150+12. STALL THIS AREA A DEWATERING PLAN SHALL BE SUBMITTED W ]2' 2.52• BY THE CONTRACTOR SEALED BY A LICENSED ENGNEER N ]002968.12 2: HORIZ. END RT. IN THE STATE OF TEXAS. N ] 042.30, E 2 7187.17 5. 72" RAW WATER PIPELINE CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONNECTION TO 72• DISCHARGE PIPELINE WN CONTRACTOR FOR EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS PROJECT. CONTRACTOR SHALL PROVIDE 72' CLOSURE PIECE FOR MAKING THIS CONNECTION. CONTRACTOR 1 SHALL PROTECT OPEN END PIPE UPON INSTALLATION PRIOR TO MAKING CONNECTION. INSTALLATION SCHEDULE SHALL BE IN �8S S � � Y s ; z rc z e CONCRETE DRIVEWAY „y{ EXTENSION AND GRADIN(- RE: B/32. D/32 �' i -EXISTING 54• RAW ❑ WATER LINE STA. 0+39.98 INSTALL (I) BEND 5 ��'•••• HORIZ. IZ. 6 = 28.59 RT S ^` VERT. A - 39.19' 'STA. 0+51.98 CUT -IN 54'x54%54' rn 3 0) C X TEE RE:02 E/87 1C Q E 228726&41 had CL CL STA. 0+1&00 It INSTALL: i N C (1) 54' BUTTERFLY Q VALVE WITH .y VAULT RE: A/31 O C N N ]002966.29, 5 84 E 2287235.84 � 7 C \ Hv+ nnn WWA I CR IPrGYC wn ca, I R1N O } I rilililiiii ■ awl■■■■■■■E■rn ■■■■NE Ed■r\ w■■� rN ■ ■ ■■■■■■■■ ■■■ N NENEM ■ a■!�■■■ ■■■ ■E■ ■■■ 1�`71 nI■■■ AM ■■ ■ ■■ ■ ■ ■r ■NON■! � .: rl �i� l��i7■■■ i■ ■■■ ■■u�l■■■ >t■■R 12�la■ I .Irw■■ 110101 ■■NNE■■■ IN■�■ ■■■■■■■�■r�� ■■■■■oa'm '3=m,I� 111 r!■O■N■■■■■■ ■■■ ■■ ■ILA ■IGCaNOiO■E■■O ■NENN■■ ■ ■■■■■ril 1■■N■■N ■ a +iii ■■■■ E■■■EL►i■■N■LI■ ONTO ■kle iE ■����yyfrllfi� I1 ■■■■■ NONE ■■■ 711E�la■ .'� tli■ :' , ��lIINII NNIII��� „ : NNII►1'�IN:- ~+■�� . �, ; ■■NONE ■N■1 ■Il■■■■■■■■■■■ i ■■i �mN■ ■ ■ ■ ■Ir•a= _ �►l■■ ■■■ Ills G■■!' ._ .. _ . mliiii _.. :: , t E ■■■1 Ell■■lOIii�u��33��■ ■■Mu'`Jli■■i■i■■i __ �N■■�1M -1l1�N.�1�7INt`l�ul1■LI■■ii�31�' ■■■ ■!■■■iI!h� MR7■� �1� 4! O■ ■■ehvffi ■■■p��oi ■ ` ! 6�'■la*R!.. : E■li �7STy;lE1r37R \IIN II n,■ I EIII■■rJ I .MEN , MMIAM 1 �_ i3A!loil ■■E OLI�if�3yZQ" ill ■■■ AEO. ■pp ■NLl' " [i�L>r MiWr?Fti . ��rl�[i■�■■O���IIf33i11E �r k � �RIn=I�N� T�rl■ ■■■ i7■ ■■■ ■ N' , NNO■NNN■■■E II1■EI� � ..1. L, ;���N■EI I O■ ■ ■NONE �� M1�N�■NGylC■■Ei\. ■�MMMMMMmM � If{i� it■■■ ■■■ ■■■■■■■■ ■■■�■■■!r.am f� ■ ■ii ■Ins(n;%iI■I r 4" ftft ■ralom■■■l'I�I,. ■■■NEON ���� NliiA/1■■■■I .� r!r M I ■rA■ MAIN N■■■■�All ■■■■I III ■■■ IIl1171NNO�Ji 7■■ ■■ ■ dd% N I �. ��NNNE■E■■■ ■■' ■Ill. _ Oj�7A ±ebi4El■■■■I■\\���`i�L�NN ■■Fia�\� 1i�1NN ■■■ rd� 1/ � ■Il■■■ENNNII■■! rI� Qu:G C ■rl■ N■N■r�l� I�,l■i■■l\NOON NN■■E■■■ NNIIF v ■ ,., .. ��NNE i� i� '�■N■ �s ii E/i r► � ■!l■I"11lii�■��iii5 - NEON■■■■ r ■■■ NN■N on ■■ ■ ,\1L`Yi►�iiwE .<.NOTr�!.� M01 ■■MEND■■ ■ ■ �■N•■■I7■ ■■■ JR./.i r%IiIN■E•N■N�■N' ■■■■■■■■■a■ ON Ell■ L Nd�1 � N NNE �11 MEN N■■\ �111@ Id.= 1■NN ■ ■■ _ 1"■■ ■■ _ ■■ ■ N■■E■'a■ _NMA ■l E►\■ti ■\1�■,, ■■■ ■■ ■■■ ■■■ ■■■ a MEN ■■■ ��TliTL\'JMaw9.A. o.d..��wll■� -1+41iO1�/IiE■ rawer ■■■ ■ ■■ ■■ ■■ as 1 ■ i■■■■■a ) ■ ■ wsm�. eeR NNE . p�p�3�►I►1■ M MEN M 0 LE No INN No 5 MEN= ■ 9 3 F �N ■ E7�\ NEE ■ ■■ �'ME L €I IA■ r ■t,i ■■I w\�■N�M�N■��� _ I _ ■ 1L9 .■ 1 - iiiN � i !■ I � N, ii amp I=�r� 145 E ���■ ■■E■■iii 6 N ?n �i ■■■■■r����el�■ �I� OF b SXE GENERAL NOTES: 1. THE EXISTING 54" RAW WATER PIPELINE IS SHOWN IN THE PROFILE BY ELEVATION ACCORDING TO THE RECORD DRAWINGS THE ACTUAL DEPTH OF THE PIPELINE IS NOT SHOWN. 2. PROPOSED CATHODIC PROTECTION TEST STATION LOCATIONS SHOWN ARE FOR STEEL PIPE. IF CONCRETE PIPE IS USED, REFER TO CATHODIC PROTECTION (CP) SHEET 03 FOR REVISED LOCATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CWTIWOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH FACIUTIES DURING CONSTRUCTION FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RE%LTING FROM THE WORK. THE COST OF ALL WILL HAVE BEEN CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT" ANY AFFECTED UTIUTY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SHEET NOTES 1. EXCAVATION ASSOCIATED WITH THE NEST FORK OF THE TRINITY RIVER CROSSING SHALL NOT EXCEED THE TRENCH WIDTH INDICATED ON SHEET 30. CONTRACTOR SHALL MAKE PROVISIONS, INCLUDING RENEW OF THE GEOTECHNICAL REPORT, TO ENSURE THIS TRENCH MOTH REWIREMENT IS MET. RIVER CROSSING SHALL BE RESTORED IN ACCORDANCE WITH DETAIL C/31. 2. THE CONTRACTOR SHALL COORDINATE WITH TARRANT REGIONAL WATER DISTRICT TO ARRANGE THE TEMPORARY SHUT DOWN OF THE SPILLWAY FOR CONSTRUCTION OF THE 72-INCH WATER LINE ACROSS WEST FORK OF THE TRINITY RIVET FROM STATION 148+00 TO STATION 149+50 (DAVD MARSHALL: 817-335-2491). 3. CONTRACTOR SHALL FIELD VERIFY EXACT ELEVATION, LOCATION, ORIENTATION AND MATERIALS OF CONNECTION PIPE PRIOR TO ORDERING MATERIALS, 4. A HIGH GROUNDWATER TABLE MAY BE PRESENT IN THIS AREA. A DEWATERING PLAN SHALL BE SUBMITTED BY THE CONTRACTOR SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS. 5. 72• RAW WATER PIPELINE CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONNECTION TO 72" DISCHARGE PIPELINE WITH CONTRACTOR FOR EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS PROJECT. CONTRACTOR SHALL PROVIDE 72" CLOSURE PIECE FOR MAKING THIS CONNECTION. CONTRACTOR SHALL PROTECT OPEN END PIPE UPON INSTALLATION PRIOR TO MAKING ONNECTION. INSTALLATON SCHEDULE SHALL BE IN ACCORDANCE WITH SECTION 01040. S. THE 54-INCH RAW WATER PIPELINE CONNECTION DESIGN IS BASED UPON OBSERVATIONS MADE AT THE SITE ON AUGUST 10. 2". CONTRACTOR IS TO VERIFY COORDINATES AND DISTANCES SHOWN PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. EXIS G�S ZiE: Y 7 10.4] A0 O-RBEPQULACE' GRADING LEGEND ------------ EXISTING CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR —.—.— REMOVE/REPLACE FENCE + F1W--Nl SPOT ELEVATION ------------ PROPOSED ELECTRIC /r WVi O `605, I i I� -PROPOSED nTUFRCT- .- E�IX�IISTING GUY WE 7YROPOSED TB08EREMOVED (BY OTHERS)" GUY FIRE (BY NOTES: 1. FILL AND PLACEMENT OF EMBANKMENT SHALL BE W ACCORDANCE WITH SECTION 02200 OF THE SPECIFICATONS. 2. LOCATION OF PROPOSED TXU ELECTRIC DELIVERY LINES AND WY WIRES ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH JAY HAYS AT TM ELECTRIC DEUVERY AT (817) 443-3426 FOR EXACT LOCATIONS. PROPOSED GUY WIRE MAY REWIRE TEMPORARY INSTALLATIONS DURING CONSTRUCTION. CONSTRUCTION AND COORDINATION WITH TXU FOR ANY TEMPORARY INSTALLATION WILL NOT BE PAID FOR SEPARATELY AND SHALL BE CONSIDERED SUBSIDIARY TO VARIOUS ITEMS LISTED IN THE PROPOSAL PROPOSED GRACING N o DETAIL 32) SCALE I" = 40' STA. 0+00.00 54" RAW WATER PIPELRE CONNECTION STA. 150+12.18 72" RAW WATER PIPELINE N 7002966.12, E 2287217.85 OOO �O EXISTING 54" RAW WATER LINE OSTA. ].43 INSTALL' (1) 54" WITH _ HORIZ. A - 28.59' RE �- N 19. 2287225.27 E 2p28]225.27 ;RAJ i' _ RR TENSIO DRIVEWAY TENSION AND GRADING STA. 0+48.49 CUT -IN 54"X54".S4" TEE RE i - CP TEST STATION TYPE IF RE: CP SHEETS 01-03 • N 7002946.89, E 2287261.5 ST . 54' RAW WATER PPELIHE (1) 54" BUTTERFLY VALVE WITH VAULT RE: A/31 N 7002960.99, E 2287235.05 TEMPORARY GUY WIRE TO BE RELOCATED PER D/32 HORIZONTAL SCALE: 1" - 80' 0 40 80 120 MAP # 2006-436 MAP # 2012-436 RECORD DRAWNG HETAEED TO FERECT W 45TRLIMN FEDO D9 THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR MOOING ORIGINALLY SEALED BY JENIFER TATUM, RE 87915 OR GLENN A. GARY. P.E. 80598 ■■■ ■ NOON■■ ■■■ --ii7s No ■■■ ■ ■ ■■ ■■■ ■ ■■■ ■r - ;; �i .. IN .■■ ■■ ON ■INIIINC■E■ . . N 11 EE. NOON■...' .. M .�I. WING M IN E■E E■E=■E■ EE■ INC II!!1 ...N'■. ■...NONE ■■■=NEE ■T--.�!. .Rail-! NE■■■■■■N■■NN MEMO N■NE ■ ■EN EEE ■E�' t 11 �Tf. � m ■■N■■_■E■MO■ ■E■EN■■■ ■E■ ■pE■ ■■■ ... ... .....tE.E.�''� ■...NEE■ ... MOM . �1011 E■■■ ■■■ MEI=1■I=� �_�■■� I! ■NNE,■■■ 0 EMEE EE � NI E.. NIIII . ■■■■■E. NONE■ NONE ■■■ ONE E■■■ NEE �i1�■ EEN■EE■■=EEEE■NE EE■ N■NENNNE E■■ INEE. ■E■■E■■■E■E■■■■■■NIIN ■■■ =C+11E=EE=EEEE■■■■ TiIE ■\ ■■� ■■■ ■E■ ■■E EEE ■■■ EE EEE NEE=■■■ : � N IIIINNNNNif : ■■ LLIItI■=■IN7 ■ENN■IE ' 2■■ ■N■■■NN■NE=E■■=O ■ 111=1■1■1.=: m1::m■N:m■1:' 11�1I�: N III I ElmjIIIIIG::::::EVE MF!FNREV■WNNNEEENNNNEE■■NNN■NEE EN E■EREN=■■■!9 N .�■ ■■■m■■■F'; ..: a >t■�Ji. ■qE �FI!E' i�■FRS■■■■■■■■■EENE■■■■■■■■■ E■■m■■E!� 7191�LMME■PAZEE■■■ENEE■EEEEEEENNEEE � � m 0 0 i �CD Li z lt O m u H m 7 cf) O J v u O d i 0 U a �0 C rC/) 1A W b SHEETS rw HORIZONTAL SCALE: I- = 2.000' 0 2.000 4.000 6.000 VERTICAL SCALE: I" = 40' 0 40 80 120 920 900 880 860 840 820 800 780 760 740 720 700 680 660 640 620 600 580 560 540 SCALE: I" = 1,000' HORIZOLLI 1" 40' VERTICAL i NYDRAUU,, RAGE U E AT 220 AAPRO7M.IATE .0 MOUND UNPRF Il IA G£NTMOF OPO�o , PIPEl1NE r I 1 1r 1 1 B4T OUIB RO w ` 1 a rTERLWE M WAY ROAD- SIrTERLWE \ ROAD II i 1 1 I 1 1 1 4 II 1+ 20-00 40-00 60-00 80-00 lod+oo 12d+oo 14d+00 M. g 1�p iWp Ag m girc3 3� 16o too mo C Q y C i0� m � 920T�nQ5 E7Sp 900 a p ❑ 8811 0 ❑ _< 860 840 820 800 780 760 740 720 700 680 660 � TO cT asucTEM 640 THIS RECORDPsu DRAcWINGnSET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. AS WBY ELL THE GINS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION SURVEY ED REFLECTS620 DURNGOCONSTRUCTIONnTO THENPLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM. P.E. 87915 OR GLENN A. GARY. P.E. 80598 600 580 560 LEGEND PPROPOSED BLOW OFF VALVE 540 PROPOSED AIR RELEASE VALVE 3 c v d c �- CL _C N C 1\ O NC � •C N i 7 C LL O H O O Y co co U Lu M k k 0 EROSION CONTROL _HQTES 1. PROVISIONS FOR SILT FENCE CAN BE COMBINED NTH TEMPORARY FENCE IN LOCATION WHERE BOTH ARE SHOWN TO BE PLACED W SIMILAR LOCATIONS. 2. EROSION CONTROL PROVISIONS LOCATED ON TARRANT REGIONAL WATER DISTRICT PROPERTY SHALL BE COORDINATED 'MTH EAGLE MOUNTAIN RAW WATER PUMP STATION CONTRACTOR TO PREVENT CONFLICTS. 3. EROSION CONTROL SHALL BE IN ACCORDANCE WITH SPECIFICATION 02270 AND THE APPROVED 404 PERMIT. 4. THE PROCEDURES AND MATERIALS USED FOR EROSION CONTROL SHALL BE RECORD DRAWWii APPROVED BY THE CITY OF FORT WORTH. FEYISETHIS R 01� DRlGI SET IS THIS RECORD DRAWING SET IS BASED 5. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS SHOWN IN THESE UPON INFORMATION PROVIDED TO PLANS. ADDITIONAL EROSION CONTROL AND/OR ADJUSTMENTS OF LOCATIONS FOR MMLEY—HORN AND ASSOCIATES, INC. BY EROSION CONTROL MAY OCCUR PER TIE Cltt OF FORT WORTH. THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION S. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANING ALL EROSION CONTROL PROVIDED REFLECTS THE CHANGES DEVICES IN PLACE. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL WRING CONSTRUCTION TO THE PLAN DEVICES AS NEEDED FOR CONSTRUCTION OR ACCESS ALL EROSION CONTROL MUST SET USED FOR SOOING ORIGINALLY BE IN PLACE AT THE END OF EACH DAY. SEALED BY JE IFCRA. OR CLENN A, GARY. M. P.E..E. 8 RY. P. 98 ). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS ARE �I Fy ✓5 tF r a •iA;.6i �— - I •�a f 9 � � n i i —wm— -u.w — awes-� �I► , '.=i�ro— ..IwM s�l. �F -- - w ami ' — x \�_ I4A OICiR i � aoo 77 a� I , NECESSARY TO CONTROL AND UNIT SILT AMID SEDIMENT LEAVING THE SITE SPECIFICALLY. THE CONTRACTOR SHALL PROTECT ALL PUBLIC STREETS ALLEYS, STREAMS. STORM DRAIN SYSTEMS AND INLETS FROM EROSION DEPOSITS B. ALL EROSION CONTROL DEVICES ARE TO BE ROUTINELY INSPECTED ON A WEEKLY BASIS AND IMMEDIATELY FOLLOWING A STORM EVENT PRODUCING 0.5- RAIN OR MORE. SILT FENCE, TRIANGULAR DIKE, FILTER DIKES. AND OTHER DEVICES SHOULD BE CLEANED OR REMOVED AND REPLACED WHEN SEDIMENT REACHES ONE —QUARTER THE HEIGHT OF THE PROTECTION DEVICE. 9. UPON COMPLETION OF THE CONSTRUCTION ACTVITES AND SUBSTANTIAL STABIUZATON OF THE DISTURBED CONSTRUCTION SITE, THE CONTRACTOR MUST REMOVE ALL EROSON CONTROL DEVICES PLACED ON TIE CONSTRUCTION SITE. z \aiI!,la f tiw 1, --• �� - 00 o0 Y m a HORIZONTAL SCALE: 1' 160' 0 160 320 480 ❑ F Law SILT FENCE ROCK CHECK DAM ® CONSTRUCTION ENTRANCE U x 3 c Ind n, c. s N C c o Y i 0 C c0 cc to cu �W3 z a0 N LLl J � 0 m F- $ F— o z m 0 a i z 0 w cr g W awe, nqw ', �_ ♦ ♦ I I =-eue�esRM. Z 79 91Ffi 23 3I �LT6 L, oR— yHyFr—��T'HYY—.i �r -iMYF �T. F EROSION CONTROL NOTFS. 1. PROVISIONS FOR SILT FENCE CAN BE COMBINED WITH TEMPORARY FENCE IN LOCATION WHERE BOTH ARE SHOWN TO BE PLACED IN SIMILAR LOCATIONS. 2. EROSION CONTROL PROVISIONS LOCATED ON TARRANT REGIONAL WATER DISTRICT PROPERTY SHALL BE COORDINATED WITH EAGLE MOUNTAIN RAW WATER PUMP STATION CONTRACTOR TO PREVENT CONFLICTS. 3. EROSION CONTROL SHALL BE IN ACCORDANCE WITH SPECIFICATION 02270 AND THE APPROVED 404 PERWT. 4. THE PROCEDURES AND MATERIALS USED FOR EROSION CONTROL SHALL BE APPROVED BY THE CITY OF FORT WORTH. 5. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS SHOWN IN THESE PLANS. ADDITIONAL EROSION CONTROL AND/OR ADJUSTMENTS OF LOCATIONS FOR EROSION CONTROL MAY OCCUR PER THE CITY OF FORT WORTH. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANING ALL EROSION CONTROL DEVICES IN PLACE. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL DEVEICES AS NEEDED FOR CONSTRUCTION OR ACCESS. ALL EROSION CONTROL MUST BE IN PLACE AT THE END OF EACH DAY. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE SITE SPECIFICALLY. THE CONTRACTOR SHALL PROTECT ALL PUBLIC STREETS ALLEYS, STREAMS, STORM DRAIN SYSTEMS AND INLETS FROM EROSION DEPOSITS. -- 1- EROSION CONTROL NOTES, B. ALL EROSION CONTROL DEVICES ARE TO BE ROUTNEI_Y INSPECTED ON A WEEKLY BASIS AND IMMEDIATELY FOLLOWING A STORM EVENT PRODUCING O.5' RAIN OR MORE. SILT FENCE. TRIANGULAR DIKE. FILTER DIKES, AND OTHER DEVICES SHOULD BE CLEANED OR REMOVED AND REPLACED WHEN SEDIMENT REACHES ONE -QUARTER THE HEIGHT OF THE PROTECTION DEVICE. 9. UPON COMPLETON OF THE CONSTRUCTION ACTVITES AND SUBSTANTIAL STABILIZATION OF THE DISTURBED CONSTRUCTION SITE, THE CONTRACTOR MUST REMOVE ALL EROSION CONTROL DEVICES PLACED ON THE CONSTRUCTION SM. RECORD DRAWM FOSS) TO R31W CRbTRUC1pN RBCCLDB THIS RECORD DRA'MNG SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANCES WRING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JEWFER TATUM, P.E. 87915 OR GLENN A. GARY. P.E. 80598 :,--,._T-' _•�%-•- -'ter- -. g ^_ '. / o c E aNi m' EIS Y R rc aaP HORIZONTAL SCALE: 1- 160' i 0 160 320 480 O Low SILT FENCE m ROCK CHECK DAM ® CONSTRUCTON ENTRANCE CA a) x 3 c � a t Ca 4 c O O c 'y N co ♦+ m O <<O TO C f- O y DO 4..1 tv as U w 3 Z Q o a N J v O m o Z m a 0 O Z z 0 O U u r� aoRal� —a+;m— HWYF _o—n Itu W Sslip — o � s1EeT 24 OF 38 LIEETS _ vs C a d pC C (p F m p N N Q E_�a< Y m x o f s aG HORIZONTAL SCALE: 1" = 160' „ 0 160 320 480 ❑ Z. I.E{�iiQ SILT FENCE ROCK CHECK DAM ® CONSTRUCTION ENTRANCE RECORD DRAV4M REM TO REFLECT CUGTRL70 FEOOFIDS THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY—HORN AND ASSOCIATES, INC. BY THE CITY'S PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO THE PI -AN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM, P.E. B7915 OR GLENN A. GARY, P.E. $0598 1. PROVISIONS FOR SILT FENCE CAN BE COMBINED WITH TEMPORARY FENCE IN LOCATION WHERE BOTH ARE SHOWN TO BE PLACED IN SIMILAR LOCATIONS. 2. EROSION CONTROL PROVISIONS LOCATED ON TARRANT REGIONAL WATER DISTRICT PROPERTY SHALL BE COORDINATED 'MTH EAGLE MOUNTAIN RAW WATER PUMP STATION CONTRACTOR TO PREVENT CONFLICTS. 0. EROSION CONTROL SHALL BE IN ACCORDANCE WISH SPECIFICATION 02270 AND THE APPROVED 404 PERMIT. 4. THE PROCEDURES AND MATERIALS USED FOR EROSION CONTROL SHALL BE APPROVED BY THE CITY OF FORT WORTH. 5. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS SHOWN IN THESE PLANS. ADDITIONAL EROSION CONTROL AND/OR ADJUSTMENTS OF LOCATIONS FOR EROSION CONTROL MAY OCCUR PER THE CITY OF FORT WORTH. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANING ALL EROSION CONTROL DEVICES IN PLACE CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL. DEVOCES AS NEEDED FOR CONSTRUCTION OR ACCESS. ALL EROSION CONTROL MUST BE IN PLACE AT THE END OF EACH DAY. T. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO CONTROL AND UNIT SILT AND SEDIMENT LEAVING THE SITE SPECIFICALLY. THE CONTRACTOR SHALL PROTECT ALL PUBLIC STREETS. ALLEYS, STREAMS, STORM GRAIN SYSTEMS AND INLETS FROM EROSION DEPOSITS. 8. ALL EROSION CONTROL DEVICES ARE TO BE ROUTINELY INSPECTED ON A WEEKLY BASIS AND IMMEDIATELY FOLLOWING A STORM EVENT PRODUCING 0.5" RAIN OR MORE. SILT FENCE, TRIANGULAR DIKE, FILTER DKES, AND OTHER DEVICES SHOULD BE CLEANED OR REMOVED AND REPLACED WHEN SEDIMENT REACHES ONE -QUARTER THE HEIGHT OF THE PROTECTION DEMCE. 9. UPON COMPLETION OF THE CONSTRUCTION ACTIVITIES AND SUBSTANTIAL STABILIZATION OF THE DISTURBED CONSTRUCTION SITE, THE CONTRACTOR MUST REMOVE ALL EROSION CONTROL DEVICES PLACED ON WE CONSTRUCTION SITE. vT w x 3 c HCO o' Q. a. _C� N C G N O 3 = y V C H C <O cd EL C t 4fd yA l7y U ur 2: 0 N a m` O G U Y C6 25 XT. nz EROSION CONTROL NOTES: 1. PROVISIONS FOR SILT FENCE CAN BE COMBINED WITH TEMPORARY FENCE IN LOCATION WHERE BOTH ARE SHOWN TO BE PLACED IN SIMILAR LOCATIONS. 2. EROSION CONTROL PROVISIONS LOCATED ON TARRANT REGIONAL WATER DISTRICT PROPERTY SHALL BE COORDINATED WITH EAGLE MOUNTAIN RAW WATER PUMP STATION CONTRACTOR TO PREVENT CONFLICTS. 3. EROSION CONTROL SHALL BE IN ACCORDANCE WITH SPECIRCATON 02270 AND THE APPROVED 404 PERMIT. 4. THE PROCEDURES AND MATERIALS USED FOR EROSION CONTROL SHALL BE APPROVED BY ME CITY OF FORT WORTH. 5. TIE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS SHOWN IN THESE PLANS ADDITIONAL EROSION CONTROL AND/OR ADJUSTMENTS OF LOCATIMS FOR EROSION CONTROL MAY OCCUR PER THE CITY OF FORT WORTH. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MANNTANING ALL EROSION CONTROL DEVICES IN PLACE. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL DEVEICES AS NEEDED FOR CONSTRUCTION OR ACCESS. ALL EROSION CONTROL MUST BE IN PLACE AT THE END OF EACH DAY. ]. IT SHALL BE TIE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE STE SPECIFICALLY. THE CONTRACTOR SHALL PROTECT ALL PUBLIC STREETS. ALLEYS, STREAMS, STORM DRAIN SYSTEMS AND INLETS FROM EROSION DEPOSITS. EROSION CONTROL NOTE 8. ALL EROSION CONTROL DEVICES ARE TO BE ROUTINELY INSPECTED ON A WEEKLY BASIS AND IMMEDIATELY FOLLOWING A STORM EVENT PRODUCING 0.5' RAIN OR MORE. SILT FENCE TRIANGULAR DIKE, FILTER DIKES, AND OTHER DEVICES SHOULD BE CIEANED OR REMOVED AND REPLACED WHEN SEDIMENT REACHES ONE -QUARTER THE HEIGHT OF THE PROTECTION DEVICE. 9. UPON COMPLETION OF THE CONSTRUCTION ACTIVITES AND SUBSTANTIAL STABILIZATION OF THE DISTURBED CONSTRUCTION SIZE THE CONTRACTOR MUST REMOVE ALL EROSION CONTROL DEVICES PLACED ON TIE CONSTRUCTION SITE. HORIZONTAL SCALE: 1' = 160' 0 160 320 480 SILT FENCE Will ROCK CHECK DAM ® CONSTRUCTION ENTRANCE RECORD DRAWING REVISED TO REFLECT caamATIaN REcaws THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. BY TIE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM, P.E. 87915 OR GLENN A. GARY, P.E. W598 C mod.ryC t_6 F p E N Y m E al i CL t 04 O E a+ C rn Q <o To 0 Q >' to Y H+ m Lb U w 3 a LL a w I W wyak O O O p 26 RE DETAIL A ENO OF 6• STEEL PIK PAINTED RED I/16' x 3/4' GAVANDED STRAPS SCRDWC TO PO 5 E ST PAN*0, WW1t ARD FRAME Am DUAL <m MCNWTRC CpICREM OR AST.N. lrl]6 PRECAST WCm MANHEIF SECTORS 3' OR EQU L REF. E-2-I4 6CJ2' OGRE SECTOR 6- SHORT RAMUS SIT BEND W CCY6MATCN MR TURD VACUUM VALW SO•'AMETEK MNIHOEI . QRuswTi OWE WITH CORCRIM /PROME 4 - 6' dA STEEL / PIK Po3T (ML W/CCNCRETE) //yT PAW S.RIYtt W/C CRpiOINAIE LOGIKN! W/ FIRING RFLOW AID TAPKD 8' FlE�RAIE VALVE�Fl ISM W ARE W/ X.WONNE6 /CONCRETE 6' SPOOL MTH T OUTLET AND T. MO PS BAIL VALW — "'C ATW IT 2l• A.G. W TEr e PTCJ ' • PROq#11 ]2' RAW OlAW ONE WARR LONE T2 -Ie ' •' �• '• '• Gay. OR 1Y WCIEE NiW •-.. '�' . ` M CWW R CAR e xl' MN. y0W PSI COIGiETEJ LALVAN ED SCREEN DETAIL A NOTE T. PIK PENETUTW THROUGH WAU- SHALL SE WALED MITI A NO -SHRINK EPDXY GRORT 2 Y WRIT W 6' SPOOL PIECE SHALL K PROW RD FOR MMPORARY IMCATON. ALL FTRNm SHALL BE OUCR E TRW OR BRONZE PRESSURE iSWONG VALVES MAY K MCESSARY IN SOME LOCATIONS FOR IRRIGATOR PIPING ALL PIPING AND VALVES MMIN MANHOLE. AS M UL AS MOW GROUND E PNNRL IN ACCORDANCE MM SPECIHCATOi 099W. PIPING. 91A COMBINATION AS RELEASE AND VACCUM RELEF 27 VALVE STANDARD DETAIL SCALE: N.T.S µ/ 2- X 2- CONCRETE PAD) fA�� ,a ��,.d.. 'YYf,'j�.'•YR..M1�3_••. w�. r.I sHIwT IR• wxleHA Im. M:R..I w.. wL. TYPICAL GATE VALVE AND BOX, EXTENSION STEM DETAIL M FIGURE 3 ONLY. STEE ICTIE IRON PIPE Y BOMS SIZE) TO M '" AMC PNMm 6'sTuu. PW FlOED W/CONCRET K LOCA1m SHORN W PLANS a6-s F PARITED Rm P OUE WI1X LEfEPRtl'-fdASTEELMMA POST (FILL W/COTQVM CR O WCR ccomm E -ocATKM W/ PINING 6ELOW S'-0• �dA COIfAEIE N9Ab COPPED AIR ONE i-EIOSTNG MR KIEAM VALW —DISMG GATE VALW . IDasnNc Sl• RAw • . wATm NNE MANHOLE COVE AND FRAM MAME WEIGHT - 107 LB& ,.OVER HEIGHT - 162 LES. TOTAL WEIGHT = 269 LBS. NOTE: COVER AND FRAME I 1. MANHOLE COVEN AND FRAME SHALL BE PAMREX OR APPROVED EQUAL COVER AND FRAME SHALL BE MANUFACTURED FROM DUCTILE IRON. 2. COVERS SHALL BE DUALLY HINGED AND INCORPORATE A 90- BLOCKING SYSTEM TO PREVENT ACCIDENTAL CLOSURE 3. ALL COMPONENTS SHALL BE COATED BLACK. 4. NO WATERTIGHT MANHOLE INSERT IS REQUIRED WITH THIS UD. Manhole C COVER & FRAME 27 SCALE: N.T.S. ,•�/ ' B MODIFICATION OF EXISTING 27 VENT PIPE DETAIL SCALE: N.T.S PAMREX COVER WITH FRAME PER DEATAIL 2'N2'x8 C/27 IXJTHIC CONCRETE OR CONRETE PAD C-478 PRECAST REINFORCED MANHOLE SECTIONS AS SHOWN IN PLANS /MITST.M. OR EQUAL REF. E-2-14 DIAMETER MANHOLE TPRESSURE CLASS 35 DUCTILE ,a( IRON PIPE PROPOSED 72' RAW WATER UNE 6T FLANGED OUTLET FOR C303 AND STEEL MAINS WITH ISOLATON KIT 12• FLGxMJ GATE RE FIG. NOTES 1. MANHOLE PIPE SECTIONS, FRAME & COVER, GRADE RINGS, AM GROUTING TO BASE SLAB SHALL CONFORM TO FIGURE 103 OF THE FORT WORTH WATER DEPARTMENT CONSTRUCTION SPECIFICATIONS. 2 TOP AND BOTTOM SLABS SHALL BE CONSTRUCTED WITH CLASS 'F' 4000 A CONCRETE WITH NG.6 BARS SPACED 6-IN EACH WAY. PROVIDE 2• MIN, 3• MAX. CONCRETE COVER FOR REINFORCING STEEL FROM BOTTOM OF TOP SLAB AND TOP OF FLOOR SLAB. 3. PIPE PENETRATION THROUGH WALL SHALL BE SEALED WITH NON -SHRINK EPDXY GROUT. 4. A PERMANENTLY ATTACHED VALVE EXTENSION STEM SHALL BE REQUIRED FOR ANY VALVE NTH AN OPERATING NUT LOCATED IN EXCESS OF 4 FEET BELOW THE TOP OF VALVE BOX THIS EXTENSION SHALL BE OF SUFFICIENT LENGTH TO INSURE THAT ITS TOP IS WITHM 4 FEET OF VALVE BOX LID. Blow Off Valve /- ,D, DETAIL — `7/ SCALE: N.T.S. PIP E LL3RON 50 1 11 FALLING GRADE III E' TNG BLO 0 UN TE TO PROPOSED MANHOLE REF. PL NSF OCATONS I SIZE OF WATER MAIN OF SLOW OFF I I 72-INCH I SIZE OF I ;TONG MANHOLE TO REMOVED CONRETE PAD EXISTING 54• RAW WATER LINE RECORD DRAWING REYl9m TO R99FOT cabmllCTnx RLCOFDS THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES. INC. BY THE CITYS PRONECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES WRING CONSTRUCTION TO THE PLAN SET USED FOR BIDDMG ORIGINALLY SEALED BY JEMFER TATUM. P.E. 87915 OR GLENN A GARY. P.E. W598 00 O � � Cl C Q 0 O p ' � `lpF B$ ° EE'R Ia 6 S - i w R ❑R� i ^a L Z� 0 c O Q O Q N O 5 co a) V) j � O a W W a Q 13 i J V J 0 U 2 o' � Y Z LK a O Hey O � V Y y F•a 27 OF m S IETS WIRE AS l FLANGE GASKET FLANGED CONNECTIONS NOT TO SCALE NOTE APPLY BONDING AGENT TO STEEL CANUSA HEAT SURFACE IF INTERIOR MORTM 35 MIL CORROPIPE II SHRINK SUM GAP IS 3' OR IARGER. OMNI SHOP APPLED CANUSA AOUMEAL COATNC BUM RUBBER COATING 35 MIL CORROPIPE II MASTIC FlLLER OMNI SHOP APPLIED POLYURETHANE COATING _ I PLANT SPUN MORTAR MING WELDED JOINT DETAIL POLYURETHANE COATED STEEL PIPE NOT TO SCALE WRAP FLANGE I4-F�I�E2 AP FLANGE IN WAX TAPEX TAPE 30 MIL SHOP EL FLANGE APPLIED CORROPIPE II STMDARD FLANGE TXIS POLYURETHANE AS REQUIRED COATING Gk3KETET' FLAN CASKET CASKET POLYURETHANE COATED ST_FI,l PIPF BURIED FLANGED CONNECTIONS NOT TO SCALE CEMENT MORTAR GENERAL NOTES 1. FOR POLYURETHANE COATED STEEL PIPE ALL EXPOSED BURIED METAL SURFACES. FLANGES. OUTLETS. YF+'ji CONNECTIONS, ETC. SHALL BE WRAPPED T IN WAX TAPE. HAI-1- BE TAKEN TO APPLY ME TTAPE SN ACCORDANCE WITH THE MANUFACTURER'S R COMMMOARONS TAPE IS �.. TO OVERLAP THE FACTORY APPLIED POLYURE0IANE COATING A MINIMUM OF NOHWAL NSDE 2-INCHES. MMNT SPACE •r CEMENT MORTAR 2. INSTALL FLANGE INSULATION KITS PLACED W MD WHERE INDICATED. Sim SPNYJT RING L .z1/]z• • SC MMIS 1/2 usle . • 1/z' KET RDEBm CASXET JOINT DETAIL — AWWA C303 CONCRETE PRESSURE PIPE BAR WRAPPED STEEL CYLINDER TYPE NOT TO SCALE PPE JOINT DETAILS 28 SCALE: N.T.S RECORD DRAWM REMED M FUM CQOTRUCTIO 1 REOORDS THIS RECORD DRAWING SET IS BASED UPON INFORMARON PROVIDED TO KIMLEY-HORN MD ASSOCIATES. INC. BY ME CIIYS PROJECT INSPECTOR AS WELL , AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS ME CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM, P.E. 87915 OR GLENN A. GARY. P.E. 80598 ` PROPOSED DRILLED RE: C/28A C/28A & 8/29A i Y NOTES: 1. CONTRACTOR SHALL BE RECUT TO DETERMINE SIZE AND LOCAR OF EXISTING , CONCRETE BLOCKING TO VE FRAME LENGTHS SHOWN ARE ADE ATE. NO; ADDITIONAL PAYMENT O MADE FOR w. � v FIELD AOJU57MEN75 TO Txs SNONN.i \\ // ,C 2. LENGTH BETWEEN DRI D SHAFT CENTERS WATEREASTING E RAW SHALL BE 10'-0' FO SHAFTS NEAR STA WATER LANE 2+00 MD T-8' F SHAFTS NEAR STA. 1 a � fl3+Op. ///PROPOSED FRAME 3. A 'FRAME STRU E' SHALL CONSIST OF 2 \• v // / BEAM. RE C/29A DRILLED SH AND I FRAME BEAM. iH N ` n\ /d / CONTRACTOR ALL INSTALL (2) FRAME FRAME SRE CTURESNEAR �WAR STA 3A. 2+00 MD+00. 4. FOR DRI D SHAFTS ADJACENT M THE EXISTI CONCRETE BLOCKING, ME II c n pO FOLL NO CONSTRUCTION CMSMAINTS OT 41L I z A INS A U. MORE MOAN ONE SHAFT ATTRACTOIR SHALL MY P TIOULAR TIME ONCE A SHAFT IS I TALLIED, CONTRACTOR SHALL NOT BEGIN APPDXIMATE LOCATION MSTHUCTION ON ANOTHER SHAFT UNTIL AND SIZE OF EXISTING THE CONCRETE FOR THE PREVIOUS SHAFT CONCRETE BLOCKING HAS REACHED ITS MIN. COMPRESSIVE STRENGTH. VAR SEE NOTE & g2 Frame StrT hre LAN VIEW 28 SC\LE: N.T.S. / SEE SHEET 28A RE: C/29A FOR FRAME BEAM DETAIL r;.. g10 vERncM- /PROMOE ge VERTICAL ga o 1z' TIES 12' TIES OR M SPIRAL YATHONTRACTOR'S OPTI. FOR SPIRAL, E FLAT TURN MD BOTTOM C/L DRILLED SHAFT Driled Shaft •A' DETAIL 28 SCALE: N. i. S. «I� i _�-36.0 DRILLED SHAFT -14 - g6 VERTICAL X 5'-0" ..-#4 O 12' TIES NOT FOR CLARITY NOTES 1. COM y 98# AL N m � E csv ",z rc y C z e a Q cr Q Q O Q O m (n O co J O 7 W W a Q 0 z J ~ J w W Q U E oq KGtlAN ANO P CING CONCRETE, 8N. WITHIHOUR R Z. PROVIDE CASING A REQUIRED. 3. DETAIL FOR DRILLED AFT 'A' ^ SHALL CORRESPOND SHAFTS 9 g LOCATED NEAR STA. 11 +00. 4. BOTTOM OF GRILLED SH SHALL BE A MINIMUM z w i yk OF 48' BE9 EXISTING GROUND. oa w o x 28 OF 38 SHEES RECORD DRAWING l BASED TO RERECT CONSTRUCTM RECORDS THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO 2'-0" 2'-0" 7-0' 2'-0' 2'-0' —'— KIMLEY-HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANCES DURING USED FOR BIDDING TO THE PUN \\` \\` SET USED FOR BIDDING ORIGINALLY SEALED BY .MTA.G TAIUM, P.E. 87915 STA 112+55.32 PROPOSED 72' WATER LANE OR GLENN A. GARY, P.E. 80598 72' 89.39' HORIZ. BEND N ]D00053.65, E 2288673.74 PROPOSED CONCRETE O O O NW SUB CORNER PROPOSED 1 3/8' ROCK ANCHORI N 7000029.04, E 2288657.91 BOLT OR THREADED #10 STEEL //// REINFORONG BAR (10 TOTAL) •I PROPOSED- PROPOSED 1 3/8' ROCK ANCHOR RE: 0/28A h E/28A n 2Y-6'x10'-0' BOLT OR THREADED 910 STEEL EXISTING CONCRETE CONCRETE SLAB REINFORCING BAR (TYP) PROPOSED CONCRETE THRUST BLOCKING HE SUB CORNER ///--- N 7000035.99 • x / BE INSTTALLEDINTERIM KONNTHHER BOLLS SHALL E 2288650.72 6' (�/ 10. NORTH WE OF THE SUB O iW as e PROPOSED 27'-6".10'-O* t CONCRETE SUB RE: B/28A EXISTING 54' WATER LINE� PROPOSED CONCRETE O O O O SE SLAB CORNER N 7000009.0 t32'-0' E 2288838.8181 YJ` PP Y. Concrete Sleb n PLAN VIEW iiOn 8 SCALE: 3/8' = 1•-0- � OVERALL AVIEW �, �� d� 8 Ej1 SCALE: 3/8' = 1'-0' Q E � rE%ISI1NC GROUND C \ A 2.-0. 2.-0. 2.-0. �2:_6k�� \�7'/^" \\ PROPOSED 1 3/8' ROCK BOLT OR THREADED /1 REINFORCING B ,1 AR Ir1r I ANCHOR 0 STEEL I II- TYP1 TT Concrete Slab SECTION VIEW 8 SCALE: 3/8.. = 1'-0" `/6 O 6' E.W.T.B. PROVIDE 12' HOOKS ON BOTTOM BARS PROVIDE GROUT POCKET AROUND ALL EXPOSED MATERIALS BOLT LENGTH BEYOND NUT SHALL BE PER MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 4' \ \ NUT LSHALL MANF BE PER MANUFACC TURER'S RECOMMENDATION BUT NOT MESS THAN , PROVIDE 1' OF COVEROVER ANCHOR PLATE SHALL BE A MINIMUM 7'x7.5'¢1.75' \ J!� \ PROVIDE COUPUNG 1 3/8' ROCK ANC SLEEVE PER MANUFACTURER'S AS MANUFACTURFI Anchor Bolt Slab Connection DETAIL 8 8 SCALE: ! 1/2' = Y-a" f NOTE: IF ROCK ANCHOR BOLTS ARE USED, THEY SHALL BE STRESSED TO A MINIMUM OF 25 KIPS BUT NO MORE THAN 60 KIPS. •yl '0I 1 3/8' ROCK ANCHOR BOLT WITH SINGLE CORROSION PROTECT 4 ^ AS MANUFACTURED BY DYWIOAG, I- THREADED 810 STEEL REINFORCIN BAR. OR APPROVED EQUAL `UMESTONE AS INDICATEDBE E IRECOMMENDAnONS N THE GEOTECH REPORT PEMIN. BORE HOLE SHALL EXCEED MAXIMUM DIAMETER OF ANCHOR BY AT LEAST f' R BOLT IY DYWIDAG, REINFORCING EQUAL ROCK ANCHOR BOLT OR THREADED STEEL REINFORCING BAR SHALL BE FOUNDED A MINIMUM OF 20' BELOW EXISTING GRADE Anchor Bolt Foundation B8DETAIL SCALE 1 1/2' = 1'-D- a R ci d m mg It E a It rr y� d 7I _< X 3 d L cV r O .co H co ♦+ 0 C O CCO C rd � O (D U (iD w tv�f •V a to cc 2 ~ W 000 s R3 ro Z Q Z Q m a Q pp J O V c o 0 O 6 O o m N w O z 8 -- SEAL ENDS OF TUNNEL LNER OR CASING WITH MAK MORTARED BRICK 1/2' EXPANSION JOINT MPANSION WEEP HOLE AT LOW END OF CASING — TWO BANDS OF MORTA POINTS. BUILD UP LAR OF EKTERKM BELL JD 1/4 L 1/2 L 1/4 L RECORD DRAWING REVM TO FOUCT CabTRIGIM RECORDS THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KNUEY-HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL (L LENGTH OF PIPE JOINT) AS RECORD SURVEY DATA. INFORMATION 2 0' 2 0' 1 FLECTS THE CHANCES DURNPROGOCONSETRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY CARRIER SEALED BY JENIFER TATUM, P.E. 87915 PIPE , OR GLENN A. GARY. P.E. W598 DIA SIDE VIEW TYPICAL INSTALLATION IN CASING OR TUNNEL LINER FOR CONCRETE CYLINDER PIPE OR MORTAR COATED STEEL PIPE NOT TO SCALE 3 SKID RAILS. f BE OMITTED I PIPE ONLY, IS APPLIED THE CARRIER CASING. GROUT THE ANNULAR SPACE BEPIEEN THE HEAT SHRINK SLEEVES CARRIER PIPE WITH CELLULAR GROUT AND PER STANDARD JOINT CASING OR TUNNEL WP11 FOR THE ENTIRE DETAIL IS REQUIRED AT LENGTH AND CIRCUMFERENCE. PRICE SHALL ALL JOINTS INSIDE THE BE INCLUDED IN THE UNIT PRICE BID FOR CASING OR TUNNE CASING OR TUNNEL LINER. CARRIER PPEN AL ENDS OF TUNNEL TER OR CASING WITH iRTARED BRICK 8 _ _ 1/2- E%PANSION JOINT AUTERIPL DETERMINED BY PIPE CONTRACTOR k PIPE SUPPLIER SIDE VIEW TYPICAL INSTALLATION IN CASING OR TUNNEL LINER FOR POLYURETHANE COATED STEEL PIPE - NOT TO SCALE rGROUT ANNULAR SPACE WIN / CELLULAR GROUT OR USE / TLEK-PROAND HOLD-DOWN JAC KS FORRINSIDE JOINTS 12) W403 SKID RAILS. RAILS MAY BE OMITTED IN CASING PIPE ONLY, IF GROUT IS ARPUED BETWEEN THE CARRIER PIPE AND CASING. END VIEW TYPICAL INSTALLATION IN CASING OR TUNNEL LINER FOR CONCRETE CYLINDER PIPE NOT TO SCALE WNLAAR SPACE LLULAR GROUT LINER OR CASING zo za y & ROLLER PIATE DETAIL. HIS SHEET GROUT FOR RNLS� ' - NUMBER AND F FOULER PLATES TO BE NG OCONRtACTOR DETERMINED BYP PIE AND PIPE SUPPLER. s END VIEW CASING OR TUNNEL LINER INSTALLATION W/RAIL F SYSTEM FOR POLYURETHANE COATED STEEL PIPE " 12' OILED NOT TO SCALE STEEL P TE F NEOPRENE i' xr ANGLE ' tr 1.0. STEEL PIP 4' WIDE NYLON STRAP AROUND PIPE 9 r3 xl ' STEEL PUILA TS W4x13 I' STEEL BOLT RNL GROUT FOR RAL \ \ z0�fRoo TUNNEL AND BORINGTWO( PER LLE PER DETAILS SIIDDE(z ZS SCALE: N.T.S DETAIL - STEEL ROLLER PLATE NOT TO SCALE \ RE: C/29A FOR FRAME BEAM DETAI o i N i D/CLM� -14 - #6 VE \/4 O 12' T `SPNUL - SHOWN 10 #10 VERI - /6 VERTICo i O12' TE^3 O 1 TES OR # 3 SPI AL WITH 6- PITCH (CWm CTOR-S OPTION). FOR IRALPROVIDE ONE PLA TURN TOP AND B OM Drilled She v /-B1 DETAIL SHAFT 1. COMPLETE PER INSTALLATON, INCLUDING DRILLING. SETTING REBAR, AND PLACING CONCRETE WITHIN 8 HOURS. 2. PROVIDE CASING AS REWIRED. 3. DETAIL FOR DRILLED SHAFT'B' SHALL CORRESPOND TO SHAFTS LOCATED NEAR STA. 2+00. 4. BOTTOM OF DRILLED SHAFT SHALL BE A MINIMUM OF 34' BELOW EXISTING MOUND - "I EXISTING /4 STIRRUPS O 12'-\ / QQQ •w I- 5 - /9 TOP AND BO.—� BOT. OF FRAME BE o AND TOP OF DRILLED SH T I `EXISTING 54' RAW ?/ WATER LINE 36"0 DRILLED SHAFT BEYOND RE. C/28A @ B/29A U 4 \ o C O N y f Ewa: i s Y m c 11 � X 3 'C F- Ce a a o o .N — A Z- E L m C O p m v F, O W � N Y_ di td U W 0 0 p o Q O m N J o Q � O a Q Z LU J H LLI U °�E 2 4 gi x 8 g G O � w U D Y i• 29 7 M SEES Frame Beam \ TYPICAL SECTION / Z9 SCALE: N.T.S. NOTES: 1. FROM STA. 151+32.43. BEDDING DEPTH SHALL BE 5' TRANSYTCNIMG LINEARLY TO S AT STA. I50+82.43. 2. SEE DEWATERING REOUIREMENTS, SPECIFICATION 02221. 3. FORM 54' STA. 0+51.98. BEDDING DEPTH SHALL BE 5' TRANSTIONING LINEARLY TO 3' AT STA. 0+30 WITH S OR 02221. STA. 126+00 TO 147+75 (72' WATER LINE) STA 149+30 TO 151+32.43 (72" WATER LINE) STA 0+00 TO 0+51.98 (54' WATER LINE) `/;� EMBEDMENT AND BACKFILL �DJ SCALE N.TS RESTORE PER DETAIL C/31 �- W 12' MIN. DEPTH COMPACTED SUBGRADE� AFTER COMPACTION TO 95; DENSITY BACKFlLL WITH SELECT FILL OR GRANULAR BACKFlLL MATERIAL. COMPAC1Ep TO 95% DENSITY 5' MIN. AND 12' MAX. BEDDING N. IX. NOTE: SEE DETAIL C/31 FOR SURFACE RESTORATION FOR WEST FORK TRINITY RIVER CROSSING. CONCRETE ENCASEMOJi, STA 147+75 TO M9+30 DETAIL 3D SCALE: N.T.S SHALL BE COMPACTED BENTONITE CLAY OR 2-SACK CONCRETE THICKNESS OF 2' MIN. :RAGE GROUND -III 1 1 11 11 1 11 111 1 1 �1— 1 I— / III—II1� J. DEPTH GREATER OF 4' OR TO BOTTOM COMPACTON OF PAVEMENT BASE OR TOP SOIL AND 12' EDDING NOTES: 1. EMBEDMENT AND BACKFlLL DOES NOT APPLY AT TUNNELED CROSSINGS.. 2. SEE DEWATFRING REQUIREMENTS, SPECIFICATION 02221. 6 STA. 0+00 TO 88+47, STA 88+97 TO STA 126+00 30 EMBEDMENT AND BACKFlLL SCALE: N.T.S RECORD DRAWING REVISED TO FERBGT WBIRIJIN01 RECOIOB THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES. INC. BY THE C17YS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATICH PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM. P.E. 87915 OR GLENN A. GARY. P.E. 80598 PROPOSED EASEMENT WIDTH PAVEMENT NOTES: 1. EMSTING PAVEMENT WDTH IS APPROXIMATELY 20-221-F. BORROW DITCH SHALL BE RESTORED TO EXISTING 'WIDTH AND GRADE. 2. TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH APPROVED PERMIT. HMAC —6" 227 12' MIN. DEPTH --Y AFTER COMPACTION 6' MIN. AND 12' MAX. BEDDING 12" MIN. 8" MAX. DISTANCE PERJ7 DETAIL A,B, D.E (THIS SHEET) MIN. INTO UNDISNRBED SOIL MIN. `REQUIRED TRENCH WIDTH NOTE LENGTH OF DAM IN LONGITDDINAL DIRECTION SHALL BE CLAY DAM 4 FO FOR CL Y AND 1 FOR 2-SACK 3 DETAL SCALE: N.T.S PROPOSED 54' DIP SPOOL PIECE CGExLKRE TO BE CONNECTED AT EXISTING PIPE JOINTPROPOSED BETWEEN A2 & A3 (PER 54"x54'x54" UP TEE LKRExLKRxI.KR EXISTINGPIPE PIPE SHOP pRAW1NCs) EXISTING 54" DIP SPOOL PIECE PExCCE� � I COUNTY ROAD COSSING, STA 88+47 TO 88+97 E EMBEDMENT AND BACKFlLL 30 scnte N.rs T) FILE �CONNECT TO EXSSTINO 54" LKR 22.5' DIP BEND CGE IS A 4. ALL PROPOSED DUCTILE IRON PIPE SNALL BE JOINT BONDED AND POLYETHYLENE ENCASED PER AMA C105 S. ALL HARNESSED JOINT SHALL HAVE A MESON PRESSURE OF 250 PSI. CONNECTION TO EXISTING Se RAW WATER LINE DETAIL 30 SCALE: N.T.S = 'v N p c O � � o o _ s ` � 2 0 � 4 N R m � o g 0 w P 0 s x 3 ,c n O C ui tv N 4I E a+' 7 i 0 <0 m LL- 4- C C d T L10 a+ Y LO u Lu it < A Q O z < y a) cl) m J W W ?L Q o Z J V J y� U0 U) G N n Z 55 O Q �i IVi s � > > Y U O 8 a � WOO 30 OF 38 SFSEIS (2T Y5 EXTRA TOP AND BOTtt1M 35 X36- BREAKER •u AATT MANHOLE EDGE (TYP) BILCO HATCH43- CONST.FINISHED GRADE IN YARD AREA VARIES TYPE I - FINISHED GRADE IN PAVED AREA VARIES 12' TOP ELEV >• SEE NOTE �#5 AT 12 EW� •D Jr. eY. v�rc 18' 16'-6' � 18' /- PROVIDE WATER > a i10'-0' 6'-6' STOP (TYP.) ON ESTHRANGED 36" BLIND 11 FACES RANGEDGED HOLE FOR UD REMOVAL OUTLET AT FOUR CORNERS SEE II ,}5 AT 9' VERT o /0 AT 9' HORZ p I AND EXTRA TOP DETAIL C BELOW (TYP) I (ALL WALLS TYP.) o �S p 2 OM 24' J-IAL BILCO 6' CAST IRON VALVE I ADJUSTABLE m m� HATCH ABOVE SU II, UD WITH EXTENSION $ PIPE SUPPORT STEM I + / , I OR A -A —Q #8 AT 11' EW TOP PIPE SADDLE II III \\ J7 AT 11' EW BOT ,i I I SUPPORT V, III r EXTRA TOP �J W.J-4AL BX.CO HATCH J�u + :AVID BOTiO IR10/21 DIA. 24' 4• 18" SLr3 Jj (TYP)/I\\\ 1 12� SLAB L19- CA 72' DIAMETER ( ) •: i • W 7136AIET ~ `1 1/2 X 3 1/2 i f _ • TONE) (BEYO2' SUMP KEYWAY W/ (BEYOND) WATERSTOP TOP PLAN \-PVC SLEEVE 18, 16•-6• 8' BUTTERFLY VALVE VAULT DETAIL C SECTION A -A NIS NTS NTS RECORD DRAWING REINS® TO REFLECT GONSTR ICIM RWm3 THIS RECORD DRAWNG SET IS BASED UPON INFORMATTON PROVIDED TO KMLEY-HORN AND ASSOCIATES. INC. BY THE CITY'S PROJECT INSPECTOR AS HELL AS RECORD SURVEY DATA INFORMATION PROVIDED REFLECTS THE CHANGES WRING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM. P.E. 87915 OR GLENN A. GARY. P.E. 80598 r CORNER POST SHALL BE �10' GALVANIZED STEEL TUBE GATE 2 7/9' STEEL PIPE 20'-0' (SEE NOTE 94) 6'-0• 1-c 20CATTLE GUARD 's . (SEE NOTE /5) 12' 2000 PSI EMBEDDED TO 951G PROCTOR PACT CONC. AROUND 6' POST NOTES: 1. PRESSURE TREATED WOOD POSTS (4- DIAMETER) ARE ALLOWED FOR TEMPORARY FENCE INSTALLATION. POSTS SHALL BE STEEL FOR PERMANENT FENCE REPLACEMENT. 2. PERMANENT FENCE AND GATE SHALL BE PRMEO AND PAINTED TO A COLOR AS DIRECTED BY PROPERTY OWNER. 3. TEMPORARY FENCING SHALL BE 3-STRANO BARBED WIRE FROM STA. 1+25 TO 105+50. TEMPORARY FENCING SHALL BE 3-STRAND BARBLESS WIRE FROM STA. 106+00 TO 148+25. 4. 20' DOUBLE SWING GATE SHOWN IN DETAIL WHEN OTHER CATS SIZES ARE INDICATED W PLANS, CONTRACTOR SHALL ADJUST ACCORDINGLY. GATES SHOWN LESS THAN 20' ARE ASSUMED TO BE SINGLE GATES. BUTTERFLY VALVE VAULT OSTANDARD DETAIL 31 SCALE: WT.S r GALVANIZED WRE GROSS BRACE I (K POSITS ARE WOOD) I 48'-0' MAX 6--0' 6'-0' MAX SPACING 6'-0' MAX CENTERS yi I X INSTALL 'T- STEEL POST AND TRANSITION TO EXIST. FENCE 5. FOR ENTRANCE AT STATION 105+98.64 (OFFSET 30- LT), 20- CATTLE WARD SHALL BE CONSTRUCTED. IN ADOTON, EXISTING CULVERT IN ROBERTSON ROAD NORTH BORROW DITCH SHALL BE REPLACED WITH 15- RCP CULVERT. 8- OF TYPE A GRADE FLEXIBLE BASE MATERIAL SHALL BE PLACED FOR 20' DRIVEWAY ENTRANCE FROM EDGE OF PAVEMENT TO ROW. FENCE AID GATE STANDARD DETAIL 31 SCALE N.T,S N RESTRAINED COUPLING ADAPTOR ^N ALUMINUM LADDER W/ BILCO LADDER UP WA WAND L%04 . r� �I OdL:EATOR I } POLYMER TAP/WALL PENETRATION STO 16'-6" _ t8' 10'-O' I _ 6'-6' _ WALL PIPE (TYP. 2' TAP. 2' BRASS NIPPLE W/ 2- BRASS VALVE & PLUG 72" DIAMETER SECTION B-B NTS 130' NOTES: 1. SLOPE VAULT BOTTOM IN ALL DIRECTWS TO DRAIN TO SLJmP. 2. SEE PIPING PROFILES TO DETERMINE REWIRED OVERALL DEPTH OF VALVE VAULTS I BUTTERFLY VALVE SHALL BE PROVIDED WTH MANUAL OPERATOR WITH 2' NUT WITH EXTENSION. BUTTERFLY VALVE SHALLL BE IN ACCORDANCE WTH CITY OF FORT WORTH MATERIAL STANDARD E1-30. 4. ALL FCA'S. FLEXIBLE COJPUNGS ETC, SHALL BE RESMAINED. S PROVIDE VALVE BOX AND COVER IN TOP OF SLAB OF ALL VAULTS ABOVE MANUAL MMATDIt. 6. EXTERIOR STAIRS WITH WARDRAIL AND HANDRAIL SHALL BE PROVIDED TO ACCESS 72-INCH BUTTERFLY VAULT. SEE SHEET 31 7 72 NB TBP ...._._ ...__. ._. _-..... _.. �..._ w 72-INCH VALVE VAULT TOP ELEV LL SHABE 6015. ® 54-INCH VALVE VAULT TOP ELEVATION SHALL BE 608.5'. B. ALL PIPING AND VALVES WTHIN VAULT SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION 09900 9. EXTERIOR GUARDRAIL SHALL BE PROVIDED FOR 54-INCH VALVE VAULT WITH N-O' OPENING FOR NEAR GRADE DIET. ACCESS SEE MEET 33 FOR WARDRAIL DETAIL.�10.INS1EA0 OF CF �� AN AdJUSTABLE PIPE SVPPIXRT INN PIPE SPDDI£ SUPPIXR,TIE CONTRACTOR MAY USE A CCNCRETE CRADLE PIPE SUPPORT, RL D/3M 6' MIN. ROCK SIZE TYPICAL CROSS-SECTON OF RIPRAP AT PROPOSED RIVER CROSSING NOTE 1. RIP RAP SHALL BE INSTALLED A MINIMUM OF 5 FEET OUTSIDE THE DISTURBED CHANNEL BOTTOM ON EACH SIDE OF THE TRENCH (15' MINIMUM) 2. SEEDING SHALL BE IN ACCORDANCE WITH SPECIFICATION 02936 RP RAP WEST FORK TRINTY RIVER CROSSING RESTORATION 31 SCALE: N.T.S A CAST SUPPORT AROUND PIPE OR SET PIPE IN NON -SHRINK GROUT. WORK CONCRETE OR GROUT THOROUGHLY BELOW UNDERSIDE OF PIPE. PROVIDE 3/4- CHAMFER ON ALL EXPOSED EDGES. .----- o 0 g 0 E: t0 x C` p iA � N S 2 Z X o o 'B R 2 2Id ❑ 66 X 3 c F- a c. s fV C O I G a� 0 7 C O <<O It LL G 0 O CU y W fL1 U 0 0 O 0 ib m � J o =5 Q 0 a Q In i J ~ J w W 0 U IL Cl) D. I SEE NOTE 120' B 4 O 12- DOWELS----�-__ $ ¢ W EACH FACE (4 TOTAL MIN.) ` EACH FACE // o > (2 TOTAL MINIMUM) (4 TOTAL MIN.) \ 9 0 55 OPTIONAL -DRILL AND GROUT STRAIGHT DOWELS WITH �1• 8 w \`-.-- -'-� 6" MIN. EMBEDMENT L �20 I REST Concrete (:TBme Pipe Sport 31 ® —�3D�,�� STANDARD DETAIL \� SCALE: N.T.S. .�� OF 36 91FE15 CA 6'-0" 6'-0" I, 2% SLOPE 1 11FE A WPpF t (iz O SiNIDIA01 PN®N 2 -Wl llfl$ CMPAC101 SLT, fi IN CEN9iY M EfOIFXII£ FIRING IX ,rN 0= SPEgfIGTpI p'l1pJ GRAVEL ACCESS ROAD STANDARD DETAIL 32 SCALE: N.T.s PRESSED STEEL TOP 1 PINNED TO POST, TIE BARBED WIRE, TYP. 1.660"0 CONTINUOU5-�1 11 N L 10'-0" MAXIMUM SPACING 3 STRANDS BARBED WIRE 4 POINT, 4" C—C, TYP. Ii �B MIL POLYEMELENE LINER SUBGRADE TO 95 R DENSITY CONCRETE ACCESS DRIVEWAY STANDARD SECTION 32 SCALP N.T.S GALVANIZED STEEL WIRE MESH VARIES DOUBLE SWING GATE 15'-0" 2.375"0 SCH. 40 PIPE FRAME :: ♦♦O•••.01i�i: t: i �II i❖:❖♦•1❖:lei♦•• a .. .::...II II ...:...�p���♦♦��♦♦��♦1♦+♦":.::.1.�.♦.II�.•1❖♦•♦•.♦••)�i�•♦♦♦♦•♦♦♦♦�♦••1.❖i��♦�•�.•�•��II III.•.♦•♦.�.��. KNUCKLED :. TENSIONTf DOUBLE INSTALL, FABRIC WITHIN �IL24 LINE POST 2.375"0 SCH. 0 PIPE END POST .- CORNER POSTk NOTES:FENCE 0 " SHOWN1. PIPE SIZES e 2. PROVIDE O• LOCKING GATE AND HEAVY DUTY PADLOCK KEYED TO. 3. FOR BEGIN AT NEAREST EXISTING CORNER POST Chain Link Fence and Gate —QJ2 NOT TO SCALE REINFORCED CONCRETE L2. WDE E CO CRETE GA PAD 1'-4" GATE POST 4"0 SCH. 40 PIPE u RS WIRE SEE NOTE N2 �r n GRADING LEGEND � � o g d r------------ EXISTING PROPO MINOR CONTOUR E m = FPy3 A W P OSED MAJOR CONTOUR = ¢ Ewe: REMOVE/REPLACE FENCE F u f rc � SPOT ELEVATION ❑1 P k o PROPOSED ELECTRIC " a i� XP�CEMENT I INOTES 1. FILL ENT 0 MBANNMENT SHALL BE IN ACCORDANCE WIM SECTION 200 OFTHE SPECIZ LOCAOSED TXU ELECTRIC DEUVERY LINES AND OUY WIRES ARE APPROMMA ® SEE SHEET 21A CONTRACTONSIBIE FOR COORDINATING WITH JAY HAYS AT TXU EECTRIC DELIVERY A (817) 443EXACT LOCATIONS. PROPOSED GUY WIRE MAY REQUIRE TEMPORARY INSTALLATIG CONSTRUCTION. CONSTRUCTION AND COORDINATION WITU T1(U FOR ANYTEMPORARTON WILL NOT BE PAID FOR SEPARATELY AND SHALL BE CONSIDERED PROPOSED GRADING N D DETAIL - 32 sr.ALe r' = aD' tI 3/4" 0 X 30" SMOOTH DOWEL L 15" GREASED DOWEL FORMED GROOVE ROUNDED TO 1/4" RADIUS W17H SILICONE JOINTT SEALANT 3/4 f { RRSi POUR SECOlJO POUi RECORD DRAWING IEM To FERECT CDISIR CTION FE0011116 THIS RECORD DRAINING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY—HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS TIE CHANGES DURING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM, P.E. 87915 OR GUM A. GARY. P.E. W598 Ff^...•. •G _ SUPPORT ///1�F 3" 1 1/2" 3 4" EXPANSION J / JOINT FlLLER EXPANSION JOINT NOTE: 1. ALL DOWEL BARS SHALL BE INSTALLED PERPENDICULAR TO JOINT O 18" SPACING. 2. SILICONE JOINT SEALANT SHALL BE DOW CORNING 890 SL, OR APPROVED EQUAL 3. HOT -POURED RUBBER MAY BE USED AS A SUBSTITUTE FOR SIUCONE JOINT SEALANT WIM THE APPROVAL OF THE CITY ENGINEER. FORMED GROOVE ROUNDED TO 1/4" RADIUS W M 1/4 SIUCONE JOINT SEALANT ea `N J, 'FlRST POUR GONG POUR.: LAP BARS 40 DIA. & TE CONSTRUCTION JOINT JOf1i DETAIL 32 N.r.s DOWEL SLEEVE TO FIT DOWEL AND BE SECURED Z 0 D O Cl)JO o Q ¢ 0 o M� 0 cr W W a H Z Q ] z W F Q. W Q 6 C a N ti g n w i k O O O V Y CY SHEET 32 or 38 SHEETS M GALVANIZED METAL STAIR AND HANDRAIL ASSEMBLY �j o 1 1/2' GALVANIZED STEEL TREAD STAIRS 1. -0. 1.0' 1 ] STEPS - 6'-5- 4' CONCRETE PAD WTH /3 O 12. O.C.E.W. - a BUTTERFLY VALVE VAULT STA. 149+80.45 In m Stair A SECTION 33 SCALE N.T.S. �4' X 3' CONCRETE PAD 1 IL T DE METAL GUARD RAIL TO IA. ME GUAR OUND Z STEPS - 6'-5' VAULT 1 I � mi `BUTTERFLY VALVE m VAULT AT STA. 149+80.45 GALVANIZED METAL STAIR) AND HANDRAIL ASSEMBLY Stair Plan M g DETAL 33 SCALE: N.T.S. 1\ 1,2 FIC 1 W1 100W.WFIN 1), G 3011 2'x2'x8' STEEL FENCE -i POST. 3 PER TREE, SPACED EQUALLY, MATERIAL PER NOTES Q 4' EARTH SAUCER 03 GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABIUZE TREE Q RUBBER CHAFING GUARD Q 1- COMPOST h 3- MULCH PER NOTES © ROOT BALL: REMOVE BURLAP, BURLAP TES, AND MORE BASKET FROM TOP 1/3 OF ROOTBAU- REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL Q PLANTNO PIT EXCAVATED TWO TO THREE TIMES WDTH OF ROOTBALL PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. Q PIT BACKFILL SOIL PER NOTES Q UNDISTURBED EARTH TREE SECTION 33 SCALE: N.T.S. LANDSCAPE NOTES RECORD DRAVMG REVISED TO REIIECT CONSIR UCTION REOM THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. BY THE CITYS PROJECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANGES DURING CONSTRUCTON TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM. P.E. 87915 OR GLENN A. GARY. P.E. 80598 1. Plant material shall comply with all sizing and grading standards of the latest edition of 'American Standard for Nursery Stock.' 2. Contractor shall stake out tree locations and bed configuration for approvel by owner prior to installation. 3. It is the responsibility of the contractor to advise the owner's representative of any condition found on site which prohibits installation as shown on these plans. 4. No substitutions shall be made without written authorization from the project Landscape Architect or the Owner. 5. Existing soil shall be reasonably free of stones, lumps of cloy, roots and other foreign matter. Acidity to be between 5.0 and 7.0 pH. 6. Tree planting pits shag be backfilled with top soil, and cleared of all rocks, lumps of clay and other foreign material. Place 1- of compost and 3- of mulch on top of root ball. T. Methods of tree staking indicated on the drawings are far suggestion only. The landscape contractor shell use whalew method he/she deems fit, howew, hs/she wgl be held liable far any damage caused to trace due to improper staking methods (including absence of staking), and will be responsible for adjusting and/ or replanting these which are not held upright during the womanly Period. 8. Trees planted an slopes shall be placed in planting pits of adequate depth such that the soil stain at the base of the trunk c e t o t a a r sl e. (g 9nN^StM-weTen S amen!-dM. '. t'ek .,e t{i .qai� . eFdeFj Melia _ _:. _., ineWC_ >- .. _..... s..,,........e, ...........e. - seek During the warm ty period, the Pm%�erty Owner is respansLle far thh e m 13Btmo of all 70. Contractor Snell waRanty plant material to remain alive and healthy far a period of two years after the final acceptance. TREE LIST OOANPTY SYMBOL BOTANICAL NAME COMMIX) NAME SPECIFICATION TREES 20 OV Ouercus vkginiana Live Oak 3- cal., 10-12' at. container grown o� 0 =e N M d Q sad 1s s i e a �f ii za `c"k< co 3 c � CO a -a _C N C O ^ C -y to EY �+ C Ln 0 <0 to U. C N M r y t0 co uW3 Q cc Q O Q O Q N O S m C0 J o D Q _m W W a Q o Z J ~ J c7 W 0 U cam_ L N 4 99 9 . o d z kk %EI 33 OG 38 SHEE3 . AMANA NM m.ART mA Meffaus I' TON 91NL BE A PERNWs sxEEi IF' PRCP\1FNC. SttIMETC 1Rit ar rw¢ slxl x nwm ro THE sru¢s Ym B• (w 1 or r.&ac EOEM00 Am THE TAaOI. HEAVY NTY WS STA ES (1/3 INCH LMc x1UM. PaHISRR CIt flN= YANK MG SWL BE MSrNY BY 1HE `ESTT ET ro TIE FgLOWxc w.) 91NL ff usEa TIE TAKE SII.VL N0T BE STAAUD m EHST. 1 YES NEWMEREMENTS (REEA ASPINUYEIX�):FOiNWG F r-vGSIz M M. ARE MVIL BE B1TED uRw 31F-rAtmEwc r.Ws R—FOiRN T. .YS', PROPERTY ONE OEH01 SINL BE BAWxIFD AND TIE SOL COMPACT) OHR TW MTERWG O"CIEMCY YSX (YIN.) BENCE YATESIAL TENSILE STRENGTH AT 20% "T. SMENCTI - SO 185Nx. IN. Mx. Bro. SIRENGTI ]0 IBS/IM. W. YAM. 8. F A 2r ffl1315 T) Y C[NSIINCIF➢.VMbS A DITW IHIE O< SN4F. TF YAYWY ELWGATCN BA9Mfl 91NL BE OF 91EFlOFHi IFNGM A ELNWAIE END ROVL ME ROW RATE m GAL/m. R./mmum (MIN.) NIGURIED ATION VW µ LAC CR HCREEOKE MTN r E ENDS 2 EM4tlt SIMLAMIT7 ULnuM MY NWTP6 MM B Ar SVIL SR MEW U4NL THE MEN THEY HAW STMlUZ TO Ci B YONMS rf D 0' USABLE = A A TEMPERATURE COXSIRUCTON LOPE AT A IEMPERATIRE RANGE OF O' TO IM. GONSlID6 TO MIRE H BUT NOT B6UE THE lW9.fPE NEA HAS BFFN PEbNNFNRY OSE. S M INSTAII An. STABIU STABNIE➢. MAINTENANCE I. M HBwr OF THE Ar UNCE 91ML SE A YM MN a Is' MW A MAMMA I. IT fFNOS IN, BE M9£CRO NMOATLY AFTER OS OF RM(ML MB AT OF IT AEKNE M AL GRADE SET PENCE MAY BE INSTA NEST OM.Y CWSNG PROLONGED MW FAIL NIY R JMD ASP SINL AS PART OF TEMPORARY PENCE BE MADE MMEOIATI Si/MNW s11ERGM SN"Y"O MN "B'S' SEAL BE PLWOIASED IN z. SIQAD ME FIHUC ON A AT R DECOMPOSE OR HCWE WOFECTVE O]I14W WS ROL AND OR TO TIE MG. OF TE BANNER r0 AMSO ME M USE OF JNNTS (MID THUS OIPNOTE E EMCEES SIAENOM ml M ME SAD O THE EMPECIED USIH£ ME AMl ME AT PENS 5 .Wp EnTGNACY} STILL NE(ESSMBB IT S AU. BE REPLACED WMEDIAIMY. 3 n.WS MM BE AT RJN£ SWL S TO T MCW WIN A WIIM MASH 3 SEGMENT DEW9TS SHALL BE REMOYED WHEN OEPOSIS REACH OF S FEET, OR PAINTED ON GK AMIID 5 TALL T-POSM T-POSTS APPRO.AT1Y 1/3 THE HBOR Cf ME PENCE FOR TEMPORARY PENCE MAY ALSO BE USED BAN SILT PENCE A_ MY SEGMENT OPOSTS IEYNENf. IN RACE MIFX THE Ai RNGE 6 NO A. ME STNOS SAL SE WAGS] A WOMAN O 5 PEEr MAIN AT THE SASSER LONGER REGIME) S AU. H OES4D TO CCK04Y WON THE EMSOM LOGATW AND OMYEN SE W Y INTO TIE O cum Ow WIN.). ORAOE. PREPMED AND SEEDED. 5. SIML A TENBE EXCAVATED M4R0% 6• WGE MW 8. Od MLNG TE MERE SHOULD BE NO GAPS ON SAGS N THE AT PENCE 1TH WE OF STAKES AND UPS 'E MON ME BARRIER. Construction of a Filter Barrier r1 DETAIL -\,3 / NTS FABRIC Construction Entrance SECTION 34 NTs T T FLOW CHANNEL ISECTION (TYP) —II A ll TOP OF BANK Ir ROCK RIP -RAP STONE w I IN VOIDS STONE (23') rc I IN VOIDS w > ' 3' a II71 3 3 �T b FLOW � STREAM BED I 15 SECTION A —A CHANNEL BOTTOM WIDTH VARIES ELEVATION NOTES: LUSE ONLY OPEN GRADED ROCK 4-8 INCHES IN DIAMETER FOR STREAM FLOW CONDITION. USE OPEN GRADE ROCK 3-5 INCHES FOR OTHER CONDITIONS. 2.THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING A MAXIMUM OPENING OF 1 INCH AND A MINIMUM WIRE SIZE OF 20 GAUGE AND SHALL BE BURIED IN A TRENCH APPROXIMATELY 3 TO 4 INCHES DEEP 3.THE ROCK BERM SHALL BE INSPECTED EVERY TWO WEEKS OR AFTER EACH 1/2- RAIN EVENT AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS. WASHOUT, CONSTRUCTION TRAFFIC DAMAGE. ETC. 4.WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE BERM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5.WHEN THE SUE IS COMPLETELY STABILIZED. THE BERM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 6.RO0K BERM SHOULD BE USED AS CHECK DAMS FOR CONCENTRATED FLOW AND ARE NOT INTENDED FOR USE IN PERIMETER PROTECTION. Rock Check Dam DETAIL 34 NTs NOTES: 1. STONE SIZE - 3 TO 5 INCHES CRUSHED ROCK. 2. LENGTH - AS EFFECTIVE. BUT NOT LESS THAN SO FEET, 3. THICKNESS - NOT LESS THAN 8 INCHES. 4. WIDTH - NOT LESS THAN NLL WIDTH OF ALL POINTS OF INGRESS OR EGRESS OR 24 FEET. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, M SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL B METHODS. FROM ENTERING ANY STORM DRAIN. DITCH OR 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDMON WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ABORIGINAL STONE AS COMMONS DEMAND, AND REPAIR AID/OR CLFANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY. ]. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. CRITICAL ROOT ZONE AREA RECORD DRAWM PEV® TD REJECT Cp61NC11011 RiAIIDS THIS RECORD DRAWING SET IS BASED UPON INFORMATION PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. BY THE CITYS PRO,ECT INSPECTOR AS WELL AS RECORD SURVEY DATA. INFORMATION PROVIDED REFLECTS THE CHANCES DURING CONSTRUCTION TO THE PLAN SET USED FOR BIDDING ORIGINALLY SEALED BY JENIFER TATUM. RE 87915 OR GLENN A. GARY. P.E. 80598 1OIXISTING TREES) TO REMAIN. OP ORIPUNE OF EXISTING TREE (TYP) 3O CONTINUOUS NYLON TIE STRING TIED TO SrAI(E TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS O 3' O.C. 408' METAL T-STAKES: 8' O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPUNE SO4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANE. RECOMMENDATIONS (TYP). SUPPLEAENT W/ SILT FENCE FABRIC O PRUNING TRENCH AS REQ'D. O6 EXISTING GRADE TO BE DISTURBED. OROOT PRUNING TRENCH 12' OUTSIDE FENCE - SEE NOTES. OIXISTING GRADE TO REMAIN. NOTES: 1 PERFORM ROOT PRUNING ON ALL MISTING TREES TO REMAIN WHERE CONSTRUCTION ACTMTYFALLS l( ® ALL ROOT NPRUNING IN DRIP SHALLFBEWPERFORMEDSTNG TREES. HAND WITH A SAW OR OTHER CUTTING TOOL NO S ROOT PRUNING SHALL OCCUR BY MEANS OF ,EXXCA1VATI1ONN EQUIPMENT. 2. NO GRADING. PARKING, STORAGE OR ANY OTHER CONSTRUCTION AC w WITHIN FENCED AREA. Tree Protection DETAIL 34 Nrs iO n 9 � o c� � o d m �u gg¢ = w 0 B W y - 3 O ¢ o w R 11 ❑ g� cc 3 c Ind Q. a t N � T� ^ 0 O C .N S y 0 0 cc LL < r O N y EC Cd U LU C0 J W O N 0 O J ro 0 m c O v Z 0 z Z V ILL O I cc � a X W m i Oi 9 v Fk L w z d BEET 34 CF 3S SHEETS JW MMS m 4g w EMS. 4E x0m I LL01 pY p111M /10 AM 511VH0E0 NPIER uac Mw XWM>E Wsuunox. 4ml (w10BE xEbw rx1JO /12 AWO 4RWAfD R1PPq UHl3 G1fX !XY IFISNAiKKI. YIXIIE (m YiFJ1 Il1E) U aH 'A' TYPE NW-7 1FSF SIAI � IEMYN4 B0.W0 -001 (AIM 9XIM H01E 1-gEN'u\EIE .IUYgA WMES OR 9g011N0 &WS MU I6FNL R66FNICE WAE m uM c11AElIr outwr aP wlmFs. I10 AYG 4R.WOFD COPPER IF FdWXFD. CAME Mw xAMPE Wsuu 0K% WJCCE XEVf11 V8wE) 111 AWE 4RJJJBEB mFvm CtgE wRl XWLpE WSUTAIIM, BILE (10 IFHMFIJ! R6FAfI10E EIFLIfl00E) _ _ _ _ _ RO.W. _ _ _ _ 0.0.W. 112 AVF COOPfA SO1D f Wnx JW w4WAxgx, Axx QII (AIIOLFQI11FM KE) L 10 J(IIY� QIII-11MG1 -QIII R 18 PREPILWIiD 010 M0 SPIBMOEO COPPEII CABIE� FLU41-m-tlYCE 16T $TA1RA1 I - MM MMW1£ w4141KN. 9IIXJ lY1£ xW-]. AE LASER! •A' MB WUWMf (INOCE XFbN �E) N' [ 21' [ fi la 4F SIRb00 LOPFEIi WMbEIE Pb WIIII NM.PE W41M001J. /13 aE iwMKD CR1FIt GBIE �: �� PFA4WEM d/CUSOa R6EIVXtE F3_fCIN00E WIw TYPE MW INdM1KW. WXIIE •�• 4WE 0@WI AS B'JfIW OF 4NE (fi fIW IiE) wM461xE � _ _� • _ _ _ IIWMIRE MflD CCJYJECIM.XS J (M) 4"E OE1M1� _a w [ M• [ e 40W1 ql IA�IJVlID� V-BS" To E14101kR1YRl rAama �� rBv¢wl Ala 11 e7 nW x AAN1E —Rv SWIBI RD R14 Y/O WAS � L -L l 1 J F ( ama 0 .we oWA .FO.. \ K W WL ..64M •F�//�I�W]Im WO46KIWI fOFp M[ [KR nslMRm mFP :R N[�O Y[W NM�i I�R %31 FLUSH MOUNTED FOREIGN LINE TYPE FL TEST STATION INSTALLATION 30453E-01 BC . i SA" () MI m) WSFR! A-1 ]• O VMIZW SIEIl _ LWWR (COM.RflE 1'l1IFD) LAMER MKs CW 91p(IIXG BJIIS. $EE IIOIE 1 0.01 p SNIIM — .M (m WAI l 1FIiN.1 B3W0 MA1WX /1B ANG smbRm caPPFM CABI£ W11X xMRE W4MMMI.�1 I I�-1 L J` -L 31 " 34' [ B' Box (.WOCE MILFIt fME) � � F 1rDt lSf 'A--1`A-1' IIFiKW vaE /l0 AK xebw CA4£ sIRWICEO Mm xN' 1E5x IFIDS. /Ix AK sMWWFD MM 1w AIM, (MME) Ixwullox, MME) CONMCIgN /u AW0/NWM9E R6EApKE EIFCIRQE 1uo wK -_PIPELINE PIPELINE 1 r-- i -•-11+�12+�13 +�12� �13 n le. PREPAuw¢B nalrcalm M0NE40Y .earcs (1B EW.w) CIXICREIE P1D 1 I GRbE Y1B AK IEOf 1F:215. 012 AW0 wsuu TIERYIE tfll] 0.01 axu 41BM PFMWNEM Cv/CUSM REPERQJCE BIECRMOE 1551 ABOVE GRUB MACNESIUM ANODE TYPE TS-E TEST STATION INSTALLATION 30453E-01 M[ rmi vrAM ® IUW IFIYMI - 1m14CITW1 /Lm 0.YE; °O O° WYT (OW WOK 9fEW£ M4E16 w W1R W, N AW%MWE HCE /0 J1M 9KY. " /II IF/10fE 9bI " W. :) /R q0 W.1IX /11.W MYIF IIII III( L J_ J_ J_ nERurE wm caRx3alans GYP) sEE EETAE /\ IN3E 786L1'D' JrmWJnJr w/uwa R6mrncE occlRaaE (OIMROWE.ICOYblO SLeACIMAY 'ME1 AlBK R@SCIBK MIE \IEB A! 0 K 11 I1F M 9y3E NO9W1 !FE ME00lCK MGM9gE CggMIR ME WJa WAS JUbI ro uMlmmm m Emvc wE WBrt MF3 a[:OI m Rmmm w 1EW w1 FLUSN YOUNTRD FLANGE ISOLATION TYPE IF TEST STATION INSTALLATION 3045E-01 vB m1onE Ww Wnaa m m11KE m 2 WY � 1P-161' IO WMID R/Cl4 WI � � � � vUO. FFBE7 Wff II IFBtl (IIP. 1 N ARM 111P.1 yob pyQ BM6 Eld WW) RO/O OR LR004N0 WJB FMYI wil MVN IO]l M MWIRW tJ ' AC PR .w Mwl vlW LAW 'a w'M:'M'a Bml Oi'EA Ott I, 11x ML W/M Dfs6RT •D' /1x.MV Y4LVPN KIE Aix q0 R/RA 1.2 W W/IM I�EK P9l Mn Pwxulu. WOK OI11E Nlll COXNECIIOxS �(IYP) 4I OEFAR (-41 TUNNEL OR CASED CROSSING TYPE CP TEST STATION INSTALLATION 304532-OI 4 v N flCASm REMSKKIs I REV. CXY. APE. OF if oRMll M FMoreno W. DATEeousroN � M R Q m/os/os AWED rzsr SIAOOR mum BOARD anus As harm A-1 KBle � M "B K � ..... t • rrpro * °V 09a115-06 Q 5...4..... Companies WE N.T.S. A Q '\, Incorporated W"" 304532 3 Q I S%41Ai �/ L9,Gi ' "FOR EVERY CORNER OF YOUR FORUO• . 304532-01 KIMLEY--HORN &ASSOCIATES GALVANIC ANODE CATHODIC PROTECTION SYSTEM CITY OF FORT WORTH 72" EAGLE MOUNTAIN RAW WATER TRANSMISSION PIPELINE ,. Y \ V 11a AM SRUNafD rnvrEn oelE wnx xYNVE Msuu]lax. M (MICCE xFiDER Val b \ > Ala 1W4 4WY CroPFA flaE ��WIIX 1W NN,:) INSiN61IL1( (KWE 1F.1O WIF) Sa m EtONGIEO REPNCNMm Y.IpY9UY NIWE la'. I ANODE INSTALLATION 313 —0E .T EXIINE 4 MM Cp+PFA C(IIPRE4Y.IN COpECICW. sCOICxItoR EISIMC/E MNl OEIFI B.1MIw mOLla Ala RNC SiP.WOFO CCPFFR VaE 'MIX NXNPE INSLLAiIOX. NVIX / � (MNNE XEMFIi Cldf� ]No NYs urNEM uNENs a MYfL nx. scares m na Mc sauo cnwER CYIE »a Xus urcEo ums ai wnx rx xmlurpx, EIACN SWIM IbC flUNfffl L.PE (MNE IFIO vnNE) %4 ANODE LEAD TO READER CABLE SPLICE 30,153E— E MIEINNE 1. 4WY iTWl1YEN CWFFA FFI W C"/C.%./\IISiENQILE f1ELIIRYIE. CIAF 1NM XYWPE N TKIN. mue W . W1iQdWE . SINE OETX K NGE E PERMANENT REFERENCE ELECTRODE INSTALLATION sO453 —OE "IB® a' G}NONC RroEErnoN camm a._N. II11`L4II`IL �a' ] N J IN. Q�3 SICN INDICATING BURIED C.P. CABLES 30 3 —0E Aa A /I e JYYPEF NIBS a m �, � canMErnaNs I �+ WgE NM FU110E W/EIEA I 1-�—'UNM A%3 I 5 TYPICAL FIANCE BOND CONNECTIONS 30453 -OE s a REWSM aE"s'm Rlv. CIIN. RPT. wMl FMoreno E T 0A DATE �`� .... :� • BOUroN ao �KBailev Corrpro 09-15-06 s Si" Companies v N.T.S. 0)S Incorporated °""" 304532 0 304532-02 SS/ONAL � t4'. A7 � FOR BYIRY CORNER OF YOUR WORLD, HNs. ru FlN91EO WILE EIEV.iGM 'KIMLEY--HORN & ASSOCIATES GALVANIC ANODE CATHODIC PROTECTION SYSTEM CITY OF FORT WORTH 72" EAGLE MOUNTAIN RAW WATER TRANSMISSION PIPELINE 1z � � nroteit tort smax 11o1F-MMvx amur nuzzn ��� M fR➢ MEA WHFLIpX Nl5 ®I MVx 1' e�lMiaK s � t1R OOaCt +,I .� • ' '� v see. answevveis. me I •: •tr an x t-tp• uoe x x-+d lace aomra aP n xmunn Mlt uJMp Mrazam r Mar xo aM ron v PPx �Il •L• BBdCMT BONDING 80169E-03 lY1MM1 :ufR SIRP fA' w1M6 Ile wale ••\ pl. 'A' w L _ 1 r.10 OA r Ile razes 1. flFIl atltla tlP. MaEAMe 9P FMWN _____ ASIM AY (COMMERCIAL QUM. h CUr UMIli z 1/2• i 1/1!' NDr' 1 I/A• 1 ,1W z L1110Y r snP m E 1'. 1 I/Y M m Q9aIP saes of a . 1 rAYP AWEII Milt nunR a %f m CCWE34 fYA L1ySC a w. •A• .t4 alai A4 i64RE cattalo dmMO nitro wa +. eaora CIP ro M xJMMm M IXlaeart w 11Pa a IAUME ®IYa 0.P9 4 lOn OF Fla J NO6 IPMr. a TrEE RIDUIED 14R JC11r (xPG} t�BONDfHG CllPCLm So1r;1z-pa rxaoa PPues mA1Mq raE PPc ro Maarr Mcut Ito oa AM' MIMIRE YIIM • rode. Y ro s• �-�I saP 1 END VIEW are lrxxlr m iaJxm ref err rz1 Z• BRmm Sa4ss2-aS revs (ME�iN�M 1FM IMP z (7) TNER7Q7d WELD CONNFMON S01632-as 1. cool usxn rn 1a ro Me 1s AIn son art slwoam xNE rt rnl, ff xeaalar ro xsPu A mrem au0e a AOEaM¢ � Qflt 11E aNE UN Cf TE N1E Ile f1tlIP M R/6 BFIUIE A1IEIPIM ro 1WS txE me+L'Ild1. roc MJa alaxn PIal000E a tusr 1/e' rmu lXE F1p v � suEur. z ratsrtr 11E mtaueim r0o trs uan lame Aw a>oPa .iOMMMx IIIAxt t®IMtl• iCF I3AlG11W TYPE N 11E Il`IFi/LTIE16 x41MM.'lle6 PMOfIlPD w11111E YF1➢E0. 1 f6Ellr 5161 [®f N BJrlgl OP CMn' Eff[E KW Pq.l 1NE xen MEL1L Ma Man ®p euxrlx car ro asr leE sum. asn sores ns rorraM a lHE rues ro uasm Au 11s swnxo nalam Alp e>arAo rt Ewer owt 11E xoo tnrM. Pu¢ A SMV.L AY]INr aP mxmw nOMxit ax tMc ton oac aP 11E 1101D ueYR iNE w.m droaa Bart car rma1L a aaa max AIn xanE rmt INE rsxr axe 1oh: rxE curt mx NWY gIV1Y ro flnwlr PgR1Ml. r iL1f PM 91911W OfapE room. soot rt x xousmoiu aMarM. a Arlin laaMl 1ICm ns MlllFx x nurE Fm A 1alolr ro x1nM roc Men ro maw. arm txE Mzn 1N4 mom. PfltP2 txc sAo cam A cltwvn wuiPrt art xxs eM1xl a car mrxmax Am l�s errs PrsPlun suaxc r. ¢can lNE alNt wmr n ro 1a rws n car ar own 11aa9 Yn1 PrtaaufE PortanJ anal dam der � cam our Maas a1sMMxo ro xsn v. mMFr.'m16 as ro M xum A wMM aP Y.wwr. ua�M rAza: xs ro M AwMIXN® an 1a.Ee ro AMa11eR Pisrwrm altiA(£ Nor as tMw r our. TEST STATION SCHED-- Concrete Cylinder Pipe Option Station No. _ Descriptim Typo _ 150+09 139+00 _ Connection Comectron to misting 54 yaw water pipe � _ _�� Ten (10) 3216. cam anodes � .� IF '. is _ 120+s0 __ ..._ .. - Ten (10) 32.Ib_-Magnesium anodes -__ Ten (10) 321b. Magnesium anodes f Ten (10) 32 lb. Magnesium anodes i —�7S IS '.. _ 119+50 _ —_ 111+00 TS - 106r10 Cased Crossing---� 'CP 105+50 Cased Crossing CP 103+80 - 5 r Raw Water Pipeline Crossing --_ -- FL 99+00 _ Ten (10) 32 lb. Magnesium anodes 73 91+00 -- Ten (10�321b_Magnesium anodes TS — g3+0p Ten (10) 32 ID. Magnesium anodes I l3 75+00 Ten (10) 32 lb. Magnesium anodes TS 67+00 Tan (10) 32 lb. Magnesium anodes TS 61+00 Ten (10) 32 lb. Magnesium anodes TS 54+00 Ten (10) 32lb. Magnesium anodes l3 46+00 =Ten (10) 32 lb. Magnesium anodes I Ten (10) 321b. Ma nesium anodes . 9 Ten (10) 32 lb. Magnesium anodes ITan (10) 32 lb. Magnesium anodes ! l7en (10) 3216. Magnesium anodes --� TS 38+10 29+00 18+00 — TS 73 7+00 TS ! 1+35 Cased Crossing I _ D+00 _ Casetl Crossing - CP TEST STATION SCHEDULE Dieletdrtcaliy Coated Steel Pipe Option Station No. Description Type 150+09 Connection to existing 54 raw eater pipe �_ IF 146+00 138+00 _ 127+00 _ Ten (10) 32 lb. Magnesium anodes Ten (10) 321b., Magnesium anodes 321b. ,Ten_(10) Magnesium anodes i --- TS _ l5 7S 118+00 Tan (10) 32 lb. Magnesium anodes ! TS 110+00 Ten (10) 32 lb. Magnesium anodes TS 108+10 Cased Crossing CP 105+50 100+00 ..._ 92+00 _ 81+50.... Cased. Crossing._ ...........:......... Crossin .... - .__.� 54• Raw Water Pipeline g Ten (10) 32 � Magnesm anodes ues ._ Ten (10) 32 lb. Magnesium anodes � Ten (10) 32 lb. Magnesium anodes I ., —_ _ i- — I CP Fl- � 7S __ i 75 TS 70+00 Ten (10) 321b Magnesium anodes I 73 59+00 Ten (10L32lb. Magnesium anodes ! 7S . _ 46+50_ 37+0p 26+00 Ten (10) 32 lb. Magnesium anodes Ten (10) 32 Ib Magnesium arcades Jan (10) 32 ii Magnesium arcades _ Ts I TS__ 75 18+00 _ _ ITen (10) 32 lb. Magnesium anodes -- 1 IS 12+00 — Ten (10) 321b. Magnesium anodes 73 1+35 Cased CP 0+00 _Crossing Cased Crossing CP RUM Reism REV. cox AfP. ' M trCInccorporat almmM�a��y� KIMLEY—HORN &ASSOCIATES rrproas09-15-06 GALVANIC ANODE CATHODIC PROTECTION SYSTEM M WE mpaniesN.T.S. CITY OF FORT WORTH (ed ®" 304532 72" EAGLE MOUNTAIN RAW IL i/ z ci rya waxy came ar 111BB " w• 304532-03 WATER TRANSMISSION PIPELINE BROOKS �C BOX 4W CASTNSM 34• a 2e a 4-1/Y IN MNAEa 'CP-TESi COnttElE PAO 44 REBW M7. 4 FNAm 0 GRACE DABS E my) TEAMMYL BO% Sf£ IMSFxRr 'e TWs MNAMYM. YM 5x 40 PC RPE BROOKS JRf CONCRETE VALVE fw0.10E SUFFLENR eOK 1033Y a 1I' DEEP. a.b(M MaFS ro jj;k� (MISUE 0MmBM15) ALLOW PP & OF ,e9aY1 BOX FR011 DRAM ROR( wmE 410 AWG LEAD MREs. 9' SEPM%TKN REOAED MA 4u Awc MN WERLUTE worm rnwEDlmN HMwPE msuuTlON CnP. 9 PLACES) (9T / PIPm1NE PuSWaM Cu/NW4 REFERENCE CELL RFM1OrE PRELNE COATNO. FILE PIPE To MGM MLTAL _ AND OM ANY WXSNRE M A TpMEL Y ro a• —{—� ®I STEP I T h B SrA-NON TFIAYXrI NM]1ME SpLLWS. — WASNEa. MIO NE'[ cOrrEQOR /PLACES) + (m. 3 PLACER) am LEAD ro PERMWEFTr— R6ERENCE ral ' LDfM TERUNN. Boom wDE LEAD wNnB LGAO TO PPEIJRE TO PREIJNE r�.�.�1, NEW 'A' 19 /1 — POTENTGL TEST STATION (TYPE TS) 90453I-04 SIMP MBUL'DON FROM WE (SEE AKFT W. 1) Y � 6 SrLP z 1 IM N 1 E TNSRdfM HELD CONNRC77ON 90 3 —04 1. MIEN LKSNC W. 10 TO NO. 14 ANE SOLD OR STRANDED MRE n wLl BE NECESSARY TO M ALL A COPPER SU EW OF ADONIkM sg Ov9R THE BARE ENO OF THE MRE AND LAMP M PLACE 8EFORE ATTEMP TO uANE THE CO CTK*R. THE MT sHOuw PPOIMAE AT LEAsr 1/Y FROM THE END OF THE SLEEVE. z M THE CONDUC101R WO WE MOO N Nc MY SPEOAL RIFD PAATXM IMLES 'POanONW FOR APPLICATION TYPE M THE WNUFACTAip6 INSNUCRONS PACKAGED MTN THE WETDER. 3. MBTxr STEEL DISH M SOnaM OF cvwrY MADE Mon. POOR WE wETn MED4 WO MOB BONG CAEFDL Nor To UPSET THE S1 OISIL SOEEZE THE BOROM OF THE 1UBE TO LOOSEN ALL WE STARIMG PCw AND SPREAD R E LY CM WE MELD MPH. PULE A ShNL NpUHr OF SrIAIMO POWDER ON THE TOP EDGE OF THE MOLD U1mER WE COVER DPAeD FOR � mN1110N. 4. CLOT COMER AND IGNT a N WE NM KMI. MR.£ WE FONT GUN AWAY O.ECIdY TO PREVENT FOUL a FLMr WN SHOULD BECOCE mm. SBA( n N HOUTHOLD AMMOR9A 5. MET MffKA IMRD THE NEEDER M PUCE FOR A M Drr TO ALLON WE MflD TO SCLUM AFTER THE NERD HAS COOLED. RENUE WE SLAG MN A ONPPINO I EWER OR MIRE BNISH. S. CART N CDON AND WE ENURE PREPARED SURFACE 7. CILDW WE C EVERT a TO 10 MELns e. MET OR MAP MOLD" MLL PROOUT POROUB MIIDS. MOLW NUSr BE DIED Our BEFORE ATEM To wETn. 9. NNNECRONB ME TO BE PLACED A MINWUM OF Y AAW. uNSULCESSDL WELDS ME TO BE ARMOCHM AM MovTD To MoN PREPARED SURFACE NOT LESS TIARA Y AWAY. 54' DIAMETER DIP EAGLE MOUNTAIN RAW WATER PIPELINE CITY OF FORT W ORTH, TEXAS PROPOSED TEST STATION SCHEDULE I — Statlo_n_ 2+78 Descriptlon ;Connection to existing 5__4' RCC Pipe Teat Statloe Type TS 6+50 1 Air Release Valve IS 26+00 Pipe _ Bend TS 43+50 Air Release Valve IS 58+00 - ; West of Ten Mile Bridge Raatl_ TS 68+50 80+00 Air Release Valve West of Mechem Beulemr TS I TS 96+50 _ Air Release Valle IS 108+00 Air Release Valve IS I 120+50 Air Release Valve IS 133+55 Air Release Valve______ TS 146+00 _ 754+00 Air Release Valve -_....._..._....................................-...____-_ ; East of Boat GuD Road __ T5 -1 _ 1 TS 1 175+96 I West of Raw Water Meter Vaud TS wMSE) REK90 5 IV. CK APP. tE OF T� N0. DATE n Q I I LNAL E 2. 2.y c] Irccincorporated p1WNBr FMoreno wRRodriauez 7pro 12-21-05 mpanies G 0BX° 304532 'FOR EPERF CORNER OF YOUR 701w, °AC "G' 304532-04 KIMLEY-HORN & ASSOCIATES GALVANIC ANODE CATHODIC PROTECTION SYSTEM CITY OF FORT WORTH 54' EAGLE MOUNTAIN RAW WATER TRANSMISSION PIPELINE Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting DESCRIPTION 72f1 Raw Water Transmission Pipeline Station 0+00 to 151 +32 PROJECT CHECKED IAANAGFR By DATE PRELIMINARY RFP Go 03.10-06 PRELIMINARYREVIEW (REV.No, A) APPROVED RFP Go 04.13-06 APPROVED, RELEASED FOR FABRICATION (REV. No.0) RFP GD 04-26-06 REVISED, RELEASED FOR FABRICATION ( REV. No. 1) RFP GD 05-04-00 REVISED, RELEASED FOR FABRICATION (REV. No. 2 ) RFP _ G1 05-04-06 REVISED, RELEASED FOR FABRICATION (REV. No. 3 ) RFP GO 05-12-06 REVISED, RELEASED FOR FABRICATION (REV. No. 4) RFP GD 06.06-06 REVISED, RELEASED FOR FABRICATION ( REV. No. S ) RFP GD 6113106 REVISED, RELEASED FO R FABRICATION ( REV. No. 6 ) RFP _ Gil 9115/06 REVISED, RELEASED FOR FABRICATION (REV. No.7 ) RFP GO 9/29106 REVISED, RELEASED FOR FABRICATION (BEV. No. 8 ) RFP Go 10/9106 REVISED, RELEASED FOR FABRICATION ( REV. No. 9 ) RFP GO 10/23/06 REVISED, RELEASED FOR FABRICATION (RK No.10 ) REVISED, RELEASED FOR FABRICATION (AW. No.11 ) I HEREBY CERTIFY THAT THE ATTACHED DRAWINGS HAVE BEEN REVIEWED BY THIS OFFICE AND ANY COMMENTS HAVE; BEEN SHOWN HEREIN, SUBJECT TO THE CONDITIONS GOVERNING SHOP DRAWINGS DESCRIBED IN THE CONTRACT GENERAL TERMS AND CONDITIONS. THIS AUTHORIZES NORTHWEST PIPE COMPANY TO BEGIN FABRICATION BASED ON ANY COMMENTS SHOWN. owNER City of Fort Worth ENGINEER Kimley-Horn & Associates, Inc. SALES ORDER NUMBER 58085 WBS NUMBER SA-06-605 PART A Pipe Description Pipe Lenqlh 55.625" x .261" , ASTM-A139; 42k Y Line/Coat: CML, PTO 46.45' 73.875" x .318", ASTM_A139,,42k Y Line/Coat: CML, PTC 7,982.37' 73.875" x .489", ASTM A139, 42k Y Une/Ooat: CML, PTC 7,197,17' Total Length — __ 15,225.99' i -x ( CUSTOMER) ( DATE) ( ENGINEER) ( DATE) 0 NORTHWEST PIPE COMPANY BY:PAYNE � �j L 351 L.onghom Road Saginaw, Tx 76179 (817) 847-1402 owG:SA-06-605- - l�1 A Oo I REVISION NOTES: r #o72-o000s #054-00106 'X-21468C i Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting REV. DESCRIPTION 4-25-06 1 CURRENT REVISION CURRENT REVISION ADD DWG # 9511 CHANGED REF TO 9511 CHANGED REF TO 9511 CHANGED REF TO 9511 CHANGED REF TO 9511 CHANGED REF TO 9511 MOVE D - BF TO DWG 9511 ADDED LIFTING LUGS NEW DRAWING 05-03-06 2 CURRENT REVISION CURRENT REVISION ADDED NOTE ADDED NOTE RELEASED DWG RELEASED DWG 05-04-06 3 CURRENT REVISION CURRENT REVISION ADD DWG # 9512 ADDED REF TO 9512 NEW DWG DRAWING REVISION LOG SA-66-605 - Part A DRAWINGS SA-05-605-A-0001 REV. 1 SA-05-605-A-0001 A REV. 1 SA-05-605-A-0002 REV. 1 SA-05-605-A-2040 REV. 1 SA-05-605-A-2042 REV, 1 SA-05-605-A-2044 REV. 1 SA-05-605-A-2046 REV. 1 SA-05-605 A-2050 REV. 1 SA-05-605-A-9502 REV. 1 SA-05-605-A-9505 REV. 1 SA-05-605-A-9511 REV.0 SA-05-605-A-0001 REV.2 SA-05-605-A-0001 A REV. 2 SA-05-605-A-1001 REV. 1 SA-05-605A-1044 REV. 1 SA-05-605A-2001 REV. 1 5A-05-605-A-2054A REV. 1 SA-05-605-A-0001 REV. 3 SA-05-605-A-0001 A REV. 3 SA-05-605-A-0002 REV. 2 SA-05-605-A-2045A REV. 2 SA-05-605-A-9512 REV. 0 I REV. DESCRIPTION 5-12-06 4 CURRENT REVISION CURRENT REVISION PUT DWG 2058 ON HOLD PUT ON HOLD NEW DRAWING 6-06-06 5 CURRENT REVISION CURRENT REVISION ADDED NEW SHIP ITEM PUT ON HOLD 6-13-06 6 CURRENT REVISION CURRENT REVISION REVISED CYL. `T' REVISED CYL, 'T' REVISED CYL.'-' REVISED CYL.'T' REVISED CYL. T REVISED CYL, T REVISED CYL. T REVISED CYL. T REVISED CYL.'T' REVISED CYL. T' REVISED CYL.'T' DRAWINGS SA-05-605-A-0001 REV.4 SA-05-605-A-0001 A REV. 4 SA-05-605-A-0004 REV. 1 SA-05-605-A-2058 REV. 1 SA-05-605-A-9511 REV. 0 SA-05-605-A-0001 REV. 5 SA-05-605-A-0001A REV. 5 SA-05-605-A-0071 REV. 1 SA-05-605-A-2058 REV. 1 SA-05-605-A 0001 REV. 6 SA-05-605-A 0001A REV. 6 SA-05-605-A-1045 REV. 1 SA-05-605-A-2055 REV. 1 SA-05-605-A-2056 REV. 1 SA-05-605-A-2057 REV. 1 SA-05-605-A-9001 REV. 1 SA-05-605-A-9002 REV. 1 SA-05-605-A-9003 REV. 1 SA-05-605-A-9004 REV. 1 SA-05-605-A-9501 REV. 1 SA-05-605-A-9504 REV. 1 SA-05-605-A-9507 REV. 1 REV. DESCRIPTION DRAWINGS 6-13-06 (Continued) 6 CORRECTED PAINT DFT SA-05-605-A-9508 REV. 1 CORRECTED PAINT D>=T SA 05-G05-A-9511 REV. 1 9/15/06 7 CURRENT REVISION SA-05-605-A-0001 REV. 7 CURRENT REVISION SA-05-605-A-000 1 A REV. 7 REV. MK 91192 PER CUST SA-05-605-A-1 0 12 REV. 1 9129/06 8 CURRENT REVISION CURRENT REVISION RELEASED HOLD ON MK 331 REVISED PER CUSTOMER RELEASED HOLD ON MK 331 REVISED PER ENG'R PER NEW CONNECTION 10/9/06 9 CURRENT REVISION CURRENT REVISION ADDED RING ADDED RING ADDED RING 10/23/06 10 CURRENT REVISION CURRENT REVISION ADD EX-I-ESS SA-05-605-A-0001 REV.8 SA-05-605-A-0001 A REV, 8 SA-05-605-A-0004 REV. 2 SA-05-605-A 1045 REV. 2 SA-05-605-A-2056 REV. 2 SA-05-605-A-9509 REV. 1 SA-05-605-A-9509 LAYOUT REV.1 SA-05-605-A-0001 REV.9 SA-05-605-A-0001 A REV. 9 SA-05-605-A-2058 REV. 3 SA 05-605-A-9509 REV. 2 SA-05-605-A-9509 LAYOUT REV. 2 SA-05-605-A-0001 REV. 10 SA-05-605-A 0001 A REV. 10 SA-05-605-A-9504 REV. 2 OaNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline By: Payne I DATE: Feb 23, 2006 2 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting 11 DRAWING #: SA-06-605-A-0001 A 10 ' REV. DESCRIPTION 12/20/06 11 CURRENT REVISION CURRENT REVISION ADDED DWG 9513 i NEW DRAWING Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting DRAWING REVISION LOG SA-06-605 -Part A DRAWINGS SA-05-605-A-0001 REV, 11 SA-05-605-A-0001 B REV. 0 SA-05-605-A-0002 REV. 3 SA-05-605-A-9513 REV. 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY: Payne DATE: Dec 20, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-0001 B GENERAL DRAWING INDEX GENERAL DRAWINGS LAYING DIAGRAMS LAYING DIAGRAMS DETAIL DRAWINGS Cover Page 0001 Mk 1 -15 1001 Mk 298 - 304 1041 Joint: WB x WS, CIVIL, PLYC 9001 Drawing Revision Log 0001A Mk 16 - 22 1002 Mk 305 - 311 1042 Stulling Detail 9002 General Drawing Index 0002 Mk 23 - 29 1003 Mk 312 - 318 1043 Buttstrap Joint, CIVIL, PLYC 9003 Mark Drawing Index 0003 Mk 30 - 36 1004 Mk 319 - 327 1044 Flange End: Ring Fig, FF, PLYC, CIVIL, PLYC 9004 Mark Drawing Index 0004 Mk 37 - 43 1005 Mk 328 - 332 1045 AV, OT: Lateral, Collar, Ring Fig, FF, CML, 9501 Abbreviations 0030 Mk 44 - 51 1006 PLYC Symbol Key 0040 Mk 52 - 58 1007 Blind Flange Detail 9502 Job Notes 0061 Mk 59 - 66 1008 OT; Outlet,1 P Crotch, CIVIL, PLYC 9503 Job Notes Ship Loose List 0062 0071 Mk 67 -73 Mk 74 - 81 1009 1010 A Buttstrap Detail Blind Flange Detail 9504 9505 Q Mk 82 - 89 1011 Half Coupling 9509 Mk 90 - 97 1012 80: Tangential, Collar, Ring Fig, FF, CIVIL, 9507 Mk 98 -104 1013 PLYC Mk 105 -114 1014 AV: Ouillet, Collar, Ring ng, FF, CML, PLYC 9508 Mk 115 -122 1015 Harness Assembly Detail 9509 Mk 123 -129 Mk 130 -136 1015 1017 Testhead Attachment Detail Blind Flange Detail 9510 9511 Mk 137 -143 1018 2 BUE Ring 9512 2 Mk 144 -150 1019 Field Attached Wall Ring 9513 Mk 151 -157 1020 Q Mk 158 - 164 1021 Mk 165 -171 1022 Mk 172 -178 1023 Mk179-185 1024 Mk 186 -192 1026 Mk 193 -199 1026 Mk 200 - 206 1027 Mk 207 - 213 1028 Mk 214 - 220 1029 Mk 221 - 227 1030 Mk 228 - 234 1031 Mk 235 - 241 1032 Mk 242 - 248 1033 - Mk 249 - 255 1034 Mk 256 - 262 1035 Mk 263 - 269 1036 Mk 270 - 276 1037 REVISIONS Mk 277 - 283 1038 Mk 284 - 290 1039 REV OESCRInGN eY DATE Mk 291 - 297 1040 3 ADDED DWG 9513 FOR SHIP LOOSE WALL RING RFP 12j20/06 2 ADDED DWG 9512 TO PACKAGE, REVISED DWG 2054A DWH 05-04-06 1 ADDED DWG 9511 TO PACKAGE. REVISED DWG 9505 CJ R 4-25-06 0 NORTHWEST PIPE COMPANY' Eagle MOurttain Raw Water Transmission Pipeline Oscar Renda Contracting J�BYTAYNE DATE: Mar 05, 2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 DRAww #: SA-06-605-A-0002 MARK DRAWING INDEX Mark# Dwg# Mark# Dwg# Mark# Dwg# Mark# Dwg# Mark# Dwg# Mark# Dwg# 1 A...,, 2001 41..... 2003 81..... 2003 121..... 2003 161..... 2017 201..... 2038 1 B..... 2001 A 42,..., 2003 82..... 2022 122..... 2003 162..... 2003 202..... 2037 2..... 2002 43..... 2003 83..... 2023 123..... 2003 i 63..... 2003 203..... 2037 3..... 2093 44..... 2003 84.,... 2003 124..... 2017 164..... 2037 204.,... 2037 4..... 2004 45..... 2003 85..... 2003 125..... 2003 165..... 2037 205...., 2037 5..... 2005 46..... 2003 86..... 2003 126..... 2003 166..... 2037 206..... 2037 6..... 2006 47..-. 2003 87..... 2024 127..... 2003A 167..... 2037 207..... 2037 7..... 2007 48..... 2014 88..... 2003 128..... 2003 168..... 2037 208..... 2937 8..... 2008 49..... 2015 89..... 2003 129..... 2003 169..... 2037 209.,... 2040 9.,... 2009 50..... 2016A 90..... 2003 130..... 2003 170..... 2037 210..... 2038 10...,. 2010 51..... 2016 91..... 2003 131,.... 2003 171..... 2037 211..,.. 2037 11..... 2009 52..... 2017B 92..... 2025 132..... 2018 172,,,.. 2037 212..... 2037 12..... 2011 53..... 2003 93A..... 2026 133..... 2003 173..... 2037A 213..... 2037 13...,, 2003 54..... 2003 93B..... 2026A 134..... 2003 174..... 2037 214..... 2037 14..... 2009 55..... 2003 94..... 2003 135..... 2003 175.,.., 2037 215..... 2037 15..... 2012 56..... 2003 95..,.. 2003 136..... 2003 176..... 2037 216..... 2037B 16..,,, 2003 57..... 2003 96.,,,. 2003 137..... 2003 177..... 2037 217A..... 2041 17..... 2013 58..... 2003 97,.... 2003 138..... 2034 178..... 2037 217B..... 2041 A M.,.. 2003 59..... 2003 98'.... 2003 139..... 2003 179..... 2037 218..,.. 2037 19..... 2003 60..... 2003 99..... 2003 140..... 2003 180..... 2037 219..... 2037 20..... 2003 61..... 2009 100..... 2027 141..... 2003 181..... 2037 220.-., 2037 21..... 2003 62..... 2019 101..,.. 2018 142..... 2003 182..,.. 2037 221..... 2037 22...,. 2003 63..... 2003 102..... 2M 143..,,, 2003 183,,,.. 2037 222..... 2037 23...,, 2003 64..... 2003 103..... 2003 144..... 2003 184..... 2037 223..... 2037 24..... 2003 65,.... 2003 104..... 2003 146..... 2003 185..,.. 2037A 224...., 2037 25..... 2003 66..... 2003A 105..... 2003 146..... 2017A 186..... 2038 225...,. 2042 26...- 2003 67..... 2017 106..... 2028 147..... 2017 187..... 2038 226..... 2038 27..... 2003 68...,. 2003 107..... 2029 148..... 2003 188..... 2037 227..... 2037 28..... 2003 69...,. 2003 108..... 2009 149..... 2003 189..... 2037 228..... 2037 29..... 2003A 70...,, 2003 109..... 2009 150..... 2003 190..... 2037 229...- 2037 30..... 2003 71..... 2017 110..... 2003 151..... 2003 191..... 2039 230..... 2037 31,.... 2003 72...,. 2017 111..... 2018 152.,... 2003 192.... 2039 231..... 2037 32..... 2003 73...,. 2003 112..... 2003 153..... 2003 193..... 2037 232..... 2037 33-... 2003 74..... 2017 113..... 2030 154...,. 2035 194..... 2037 233..... 2037 34..... 2003 75..... 2017 114A-... 2031 155...,, 2018 195..... 2037 234..... 2038 35..... 2003 76..... 2003 114B..... 2031 A 156..... 2003 196..... 2037 235..... 2038 36..... 2003 77..... 2003 115..... 2032 157..... 2003 197..... 2037 236.,,.. 2037 37..... 2003 78..... 2020 116..... 2033 158..... 2003 198..... 2037 237...,. 2037 38..... 2003 79..... 2021 117..... 2003 159..." 2003 199..... 2037 236,.,., 2037 39... - 2003A 80..... 2003 118._... 2003 160..... 2036 200..... 2038 239..... 2037 40..... 2003 119..... 2003 240,.... 2037 120..... 2003 ONORTHWEST 351 Longhorn PIPE COMPANY Eagle Mountain Raw Water TransmissioriPipeline Oscar Renda Contracting BY-PAYNE I DATs:Mar 05,2006 � REV A Road Saginaw, TX 76179 (817) 847-1402 DRAWING #:5A-06-605-A-0003 Mark# Dwg# 241..... 2037 242..... 2037 243.—, 2037 244..... 2037 245..... 2037 246..... 2037 247..... 2043 248—.. 2039 249..... 2039 250..... 2037 251..... 2037 252..... 2037 253-1.. 2037 254..... 2037 255..... 2037 256..... 2037 257..... 2037 2037 259..... 2044 260..... 2038 261..... 2037 262..... 2038 263..... 2038 264..... 2037 255..— 2037 266..... 2037 267..... 2037 268..... 2037 269—.. 2037 270..— 2037 271..... 2037 272..... 2045 273..... 2039A 274..... 2037 275..... 2037 276..... 2037 277..... 2037 278..... 2037 279..... 2037 280..... 2037 Mark# Dwg# 281 ..... 2037 262..... 2037 283..... 2038 284..... 2037 2B5 ..... 2046 286..... 2038 2038 288..... 2037 289—.. 2037 290..... 2037 291..... 2037 292..... 2037 293..... 2037 294..... 2037 295..... 2047 296..... 2039 297..... 2039 298..... 2037 299..... 2037 300..... 2037 301..... 2037 302..... 2037 303..... 2037 304..... 2037 305..... 2037 306..... 2037 307..— 2038 308..... 2037 2037 310- ... 2048 311A ..... 2049 311 B-.,.. 2049A 312..... 2037 313..... 2037 314..... 2037 315..... 2050 316..... 2038 317..... 2037 318..... 2037 319..... 2037 320-... 2051 MARK DRAWING Mark# Dwg# 321 A..... 2052 321 B ..... 2052A 322..... 2053 323..... 2054B 324..... 2054 325..... 2054 326..... 2654 327A .. - 2054 '327B ..... 2054A 328..... 2055 329..... 2056 330..... 331..... 2057 2058 QNORTHWEST PIPE COMPANY 351 longhorn Road Saginaw, TX 76179 (817) 847-1402 INDEX REVISiONS REV D111WIPPM0 IIPUT DWG2058 ON HOLO RFASE� HOLD FOR DWG 2058 - — . " Eagle Mountain Raw Water Transmission Pipeline Y. PA4 1() ATE: Mar 05, 2006 Oscar Randa Gontractirig DRAWING .S #� A-06-605-A-0004 ly FAT' J0 5/12/06 j 5 --7—�20FP 9//129/06 0 REV 6 & ABBREVIATIONS PIPE ENDS PIPE LINING & COATINGS MISCELLANEOUS BC =BOLTED COUPLING BARE =BARE STEEL AH =AHEAD HPI =HORIZONTAL POINT OF INTERSECT BCCTF =BOLTED COUPLING WJCUT-TO-FIT CIF =COAL TAR, FELT & FELT COATING ALL =ADJUSTED LAY LENGTH ID =INSIDE DIAMETER BS=BUTTSTRAP CTG =COAL TAR, GLASS & FELT COATING APL =ADJUSTED PIPE LENGTH IG =INSULATING GASKET BSCTF=BUTTSTRAP WJCUT TO-FfT CMG =CEMENT MORTAR COATING ATH -AIR TEST HOLE INS =INSULATING BUE =BUILT UPEND CML =CEMENT MORTAR LINING ATT or ATTS =ATTACHMENTS) INT -INTERIOR BV =BEVELED BUTT WELD CTC =COAL TAR & FELT COATING AV =AIR VALVE INV =INVERT BVR =BEVELED BUTT WELD W/BACKING RING CTL =CDAL TAR ENAMEL LINING AWWA=AMERICAN WATER WORKS ASSOC, LAT =LATERAL BW =BUTT WELD CTEP =COAL TAR EPDXY PAINT BF =BLIND FLANGE L or LEN =LENGTH BWCTF =BUTT WELD W/CUT-TO•FIT CTRP =COAL TAR PRIMER BHC =BEGIN HORIZONTAL CURVE LT =LEFT BWR =BUTT WELD W/BACKING RING EPXC =EPDXY PAINT COATING BK =BACK MH =MANHOLE CO =CARNEGIE BELL EPXL =EPDXY PAINT LINING SO =BLOW OFF OUTLET MK =MARK NUMBER CGC -CUT GROOVE COUPLING LAC =LACQUER PAINT BTM =BOTTOM OF PIPE MLS =MITER LONG SIDE CS =CARNEGIE SPIGOT L&C =LINE AND COAT BVC =BEGIN VERTICAL CURVE MTR = MIT ER CSA =CARNEGIE SPIGOT WIAIR TEST PRI=PRITEC SYSTEM CH =COMBINED MW=MANWAY DSCTF =DEEP WELD SPIGOT WJCUT TO -FIT PLYC =POLYURETHANE COATING CEN =CENTERLINE NLL -NOMINAL LAY LENGTH DWB =DEEP WELD BELL PLYL =POLYURETHANE LINING CIR =CLOTH INSERTED RUBBER NR =NO -REINFORCEMENT DWBA =DEEP WELD BELL WIAIR TEST PTO =PAINT COATING CK =CHECK VALVE OBH=OVERBORED HOLE DWS =DEEP WELD SPIGOT PTL =PAINT LINING CL =CLASS OD =OUTSIDE DIAMETER DWSA =DEEP WELD SPIGOT-WIAIR TEST TAPE =GENERIC TAPE COATING SYSTEM CLR =COLLAR PLATE OT =OUTLET EJT wEXPANSION JOINT T&D =TASTELESS & ODORLESS LINING C RDCR =CONCENTRIC REDUCER PH =PASS HOLE FLG =FLANGE ZN =ZINC PAINT (RUST INHIBITOR) COS =COSINE PI =POINT OF INTERSECT HBC =HARNESSED BOLTED COUPLING CPLG =COUPLING Pl. =PLATE HCB =HARNESSED CARNEGIE BELL CPI =COMBINED POINT OF INTERSECT PCC =POINT OF CONTINUE CURVE HCS =HARNESSED CARNEGIE SPIGOT OR =CROTCH PLATE PRO =POINT OF REVERSE CURVE HORS =HARNESSED 0-RING BELL CTF =CUT TO FIT RAD =RADIUS HORS =HARNESSED O=RING SPIGOT CUT =CUT ANGLE REINF =REINFORCEMENT MBV MITERED BEVELED BUTT WELD DEF =DEFLECTION ROT =ROTATION MBVR =MITERED BEVELED BUTT WELD WIBACKING RING DEG =DEGREES FIT =RIGHT MBW =MITERED BUTT WELD CIA =DIAMETER S —SLOPE MBWR =MITERED BUTT WELD WIBACKING RING ON =DOWN SO =SEE DRAWING MCB =MITERED CARNEGIE BELL DR =DRAIN SHRT =SHORT MCS =MITERED CARNEGIE SPIGOT DWG =DRAWING SHT =SHEET MOSA =MITERED CARNEGIE SPIGOT WIAIR TEST EC =END OF CURVE or EXPANSION COUPLING SKT =SKIRTED FLANGE MORB =MITERED 0-RING BELL EJ=EXPANSIDN JOINT $OF=50FFIT OF PIPE MPE =MITERED PLAIN END ELEV =EL EVATLON SPCL =SPECIAL MWB =MITERED WELD BELL ELL B =ELBOW LONG RADIUS ST =SHOP TOP MWBA =MITERED WELD BELL W/Alit TEST ELSR =ELBOW SHORT RADIUS STA =STATION MWS =MITERED WELD SPIGOT EL# =ELBOW (# is number of Miler Outs) STD =STANDARD MWSA =MITERED WELD SPIGOT WIAIR TEST ED =EQUATION STL =STEEL ORB=0-RING'BELL EXr =EXfERIOR TEE =BD° TEE ORS =0-RING SPIGOT FB =FIELD BOTTOM TAN =TANGENT PE =PLAIN END FB RDCR =FLAT BOTTOM REDUCER TCL =TOTAL CENTERLINE LENGTH PEOTF =PLAIN END W/CUT-TO-RT FC =FLEXIBLE COUPLING THRD =THREADED RGG =ROLLED GROOVE COUPLING FGA =FLANGE COUPLING ADAPTER TK =THICK SJS =SLIP JOINT BELL FF =FLAT FACE or FULL FACE GASKET TOP =TOP OF PIPE I TOP SJS = SLIP JOINT SPIGOT FIN =FINISH TPL =TOTAL PIPE LENGTH SSC =SPLIT SLEEVE COUPLING FS =FULL SURFACE GASKET VC =V€CTAULIC COUPLING SSCTF =SPLIT SLEEVE COUPLING WJCUT-TO-FEE FT RDCR =FLAT TOP REDUCER VCR =VERTICAL CURVE 1TH =TEST HEAD (MDdIfler added to end typo) GV =GATE VALVE VERT =VERTICAL WB =WELD BELL GRD =GRIND BACK VPl =VERTICAL POINT OF INTERSECT WBA =WELD BELL WIAIR TEST HCR =HORIZONTAL CURVE VV =VENTURI VALVE WS =WELD SPIGOT HG =HINGE WP =WRAPPER PLATE WSA =WELD SPIGOT W/AiR TEST HLL =HORIZONTAL LAY LENGTH Y =YIELU WSGTF =WELD SPIGOT WJCUT TO+IT HN "HANDLE * =INDICATES SHIP LOOSE ITEM DNORTHWEST PIPE COMPANY EaglB Mountain Raw Water Transmission Pipeline BY. PAYNE I DATE: Mar 05, 2006 351 Longhorn Road Saginaw, r)C 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-0030 7 0 J Laying Eftcdon _ 4G.GlY Eiavarlon Rolerence: Invertof Plpa� ' fD rn o Pipe lengths: Adjusted Laid Length a a HORIZ. EL➢DW � ca a'j t— TOP OUTLET N" t N SIDE OUTLET 2 �t3t 4 rD� 10 � VERTELBOwbZ e d 3 lq N t9DELL ENO OUTLETDESCRIPTION + + FLANGED CONNECTION IL AND LOCATION `' o`er � MITER END DATA (degrees] —� — JOINT PULL (inches) `� r$ J� 4 a"• ti_ a f r7 18 19 20 21 22 CURVE DATA BOTTOM i _ �m OUTLET S STEEL PIPE DESCRIPTION 4ic0 S20 Pid-276 Had=IM59 1 JOIi1lDEITECiION Lon=I16.OD s � fj len=116.54 Tan = NAB Tana 59.1e }� d k PJ9 - 4W PI4 = 6" J WBAzti� YS I TNAM i NAM [E) w ua m MARKNo. _ a 16 17 16 19 20 21 22 I —1 � 10 11 12 13 14 15 3 4 8 9 �! LL 1 5 6 7 '-- 2z.ol' zz.or zzar 22,13 1o.a3 22.17' 22.1P 22.1r 22.1P 4 B 3 m 3A y� 2.978% 1.701% � 1.707% _ � n.1r 5501% 46' 49.87 22.33' 22 33 2.60 22 33' 2233 22.31' 22 22 3.351% 3160% 3. 3% A m 3.828% � � gt � s el.' m g 2 8 a o 4179X 32196 r:ti �� �H �� �m �A �n og +IN + E� mI� �� �� �� +W+� o Qm v H +N �.r _1 �N��N eye + a+f en .�, .- } i+3 ; �" [i N Fd PIPE SLOPE DATA JOINT LENGTH REDUCING PIPE PIPE END m BEGIN CURVE a STATION & o CONTROL POINT ; o M ate_ ��&i m ELEVATION �_ M STATI�NhELNATION m m + rmco _ * H N M N [V T N m CV •- EQ a cPl + s, J v N UP R641° EQUATION DATA & hT7041; VPI DESIGN DEFLECTION --�� VP� N CB 70.029° UP 4.433° OHC #1 lli 0.267° EHC iF I END CURVE 13HO 02 DN 2118° EIIC #2 DIM 0 000 DESCRIPTION DWG. SERIES NO. DESCRIPTION -- DWG, SERIES NO. DRAWING SHEET NO. ORGANIZATION � COVER SHEET 001 PROJECT LOCATION 050 THRU 059 INDEX 002 THRU 019 JOB SPECIFICATIONS 060 THRU 059 0040 _ TERMS & CONDITIONS 020 THRU 029 SHIP LOOSE LIST 070 THRU 100 ABBREVIATIONS 030 THRU 039 LAYING DIAGRAM DWGS. 101 THRU 200 SYMBOLS 040 THRU 049 MARK NO. DWGS. 201 THRU 900 ` DETAIL DWGS. 901 THRU 999 no NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY: DATE: Mar 05, 2006 REV g 361 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-0040 l� Ship Loose List ITEM QTY UNITS MARKS DESCRIPTION 1 1 ea 328 DISMANTLING JOINT, 54" NOM, 42ksi Min. for Mid-rinp, Class'E' Flanges 2 1 ea 8 DISMANTLING JOINT, 72" NOM, 42ksi Min. for Mid-rinc, Class'E' Flanges 3 5 ea All Standard Lap Welds (RI line) Black Waterwraps 58,000 OD X 24" Wide 4 335 ea All Standard Lao Welds (72' line) Black Waterwraos 76,000 OD X 24" Wide 5 6 ea All Standard 72" Buttstrap Joints Black Waterwraps 76,000 OD X 24" Wide 6 1 ea All Standard 54" Buttstrap Joints Black Waterwrans 58,000 OD X 24" Wide 7 5 ea 209 225 259 285 315 lnsulatinq Bolt,Nut, Gasket Kit for 24" D RIW 24" D Blind 8 7 ea 2 17 79 87 100 138 154, Insulating Bolt,Nut, Gasket Klt for 24" E Rinn X 24" E Blind 9 1 ea 8 Bolt.Nut, Gasket Kit for 72" E Ring X 72" E Rinn 10 1 ea 328 Bolt,Nut, Gasket Kit for 64" E Ring X 64" E Ring 11 2 ea 7 329 Bolt,Nut, Gasket Kit for 36" E Rlnc X 36, E Blind 12 4 Kits As Needed Madison Repair lit 13 1 ea As Needed Madison Paint Repair Gun Q 14 166 roll All Standare Laos For 318" Wall Pipe Filler Tape. 939, 118" x 20' Lonps REVISIONS REV DESCRIPTION SY DATE i 1 ADDED ITEM #14 TO SHIP LIST J0 6-6-06 110 NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) B47-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting COMMENTS Enoxv lined and coated Epoxy lined and coated ASTM A193-B7 ASTM A193-B7 ASTM A193-B7 ASTM A193-B7 ASTM A193-137 - - Madison Corrolpe 11 Ornni, Off White BY: PAYN E I DATE: Mar 05, 2006 DRAWING #: SA_06-605-A-0071 LOCATION laying INNeutiun Elevation Fleierence: Invert of Pipe � o P1P6 Lengths: Nominsil Length CV CV CJLO 30.BQ _ ^M^ T^ n� KIKI AT Tl1 Y-1 Y z 1 _ CON�CNETE !S ENCASEMENT o AT STATION 151+32 i I BSxWS I LU m 1 5 6 7 $+ 9 #� EL1 ---- -Q ._f = 12 13 14 ya1 5 r Iv �1Q `+ m AOLLTEE F.T. TO (111TSIDE MATCH FODAT INSIOEFOC INSIDEFOC FOOSAfi COMEDYING STATION AISTATM ATSTABON STATION SLOPE 149+89.70 145+88.20 149+76.2D 149+74.70 79,875x .409 WBxWS I WBxBS 1 8300 1 x 1 WBxm zi ,% Qlw m R W 1A 1B 3 4 EL2 5 & l 7 (j_ 10.OU i0-OO 14.83 I 1� _I I H- -2,77% 3.2, 3.5 24.83 14.0 8,93 4.00' 24.83' O -321x -3.57R jIIN I1l� a. . Z � +- + N 4.2 + 'Sa + 'CT Q N g o N 3�kI W NC-jU) �� i$m r UPI W1 HPI LT 22.52• DN 0.46' AT 28.53• REVISIONS R_EV DESCRIPTION BY DAZE 1 CONTRACTOR VERIFIED INFORMATION TO RELEASE DWH 06-03-06 MK# 1A FROM HOLD nO NORTHWEST PIPE COMPANY �J 351 longhorn Road Saginaw, TX 76178 (817) 847-1402 EL1 1 10 111 1L 10.83 13 -3,57% 24.8y — M 19.A01; 195.83' 49.87 �v9 •0.30% < PIS m� V•I VPI ON ? .21° UP 1 I.08° Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting N 4 O w Q U3 w o Z to CD C] ELI i 14 � 15 l� 03 [4A3 Ri tY � 3 III`{ v 8 a Nti o co + d 00 UP 30.02• '' By. PAYNE DATE: Mar 05, 2006 DRAWING #:SA-06-605-A-1001 I Laying Mactlon Elevation Reference: invert of Pipe ` R i~ Pipe Lengths: Nomfnat Lengib "6 � t o Ln 4 Ed z 16 17 18 19 20 21 22 i ) �o a r CO o O END Q P LU try � ENCASEMENT to ACD 74 AI � t�0 i 73.875x.409 zi C6 cl "As s o h aj U` ELA 17 ,� 18 19 20 21 22 ^� 16 f 1 I -- - E I _ _ _ i - - - I - - � - ly i4.83 49.83 49.0 49.83 49.83 49,83 i v'%,% -0.30% -o.w% 0 7.35� V V� °° o pa ]q�F� 0z 0 C6 i` g� : vt r -P m EN Wor ❑Q NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, IX76179 (817) 8471402 Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting �M rn 00 + M By., PAYNE I DATE: Mar 05, 2006 DRAWING #:SA-06-605-A-1002 a0 Laying Direction 3"Ir I Efevation Reform= Invert of Pipe CC) M Pipe Lengths: Nominal Length M rD +La -f- 3t rn OR i V Do I + U-3 Y Y 7 23 24 25 26 27 28 - - - - IL MI .F Q 0 Q C3 LLrLLI w r to cn ,n z co z_ m t c - 13.111 409 - W9M ^i o x Q i✓ � Q � E � J 23 24 25 26 27 28 29 �I--_ - I - _ 1 - - I - __ I - - I - - 1 - -- for 0 49.93' 49.63 49.93 49.0 19.83 9.0 LL 0 e +I a p�� C 11 �d Uf C" c0o Q1 + r .� Eagle Mountain Raw Water Transmission Pipeline sY:PAYNE�` oAiE:lUlar 05, 2006 . NORTHWEST PIPE GC7MPAi0IY OscarRendaGontracting RAWIiVG#SA-06-�Q�-A-t�Q3 ly—Lf 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 D d• ci' 07 W COI + CO f L[-> Ia ( �f Laying Direction N_ 7o,0D � Uevation Relerence: Irweri of Pipe Pipe Lengths: Nominal Longlh �vo + U-2 Y i Z 30 31 32 33 34 35 36 a. O O Y Uj w LU o z to J rp z o Q � ram' 73,075 x .409 waxws w J 30 31 32 33 34 35 36 LL I _ I _ — i _ I _ _ I _ _ I 0 49.03 49.63' 49.83' 49.83 d0.83 49.63' 49.63' LL -D.30% -0.3n cr�Cq tor3 �� 0 NORTHWEST PIPE COMPANY ` Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE I DATE: Mar 05, 2006 351 Longhorn Road Saginaw, TX 76179 (B17) 847-1402 Oscar Ronda Contracting DRAWING #: SA-06 -605-A-1 004 w� rcc� m': C"CO +LO cm 0 Laying Oltecttan 30.OD j Elevation Referenoe: Inver) of Pipe r CZ5 Pipe Lwgtha: Nominal Length ro rn cc !LO tti M co Cl! ti of m rr co +"' M z 37 38 39 40 41 42 43 I e.i m o cn 0 ta.t Y 0 +a LU `n LU w z_ co LL! o I co — - 73.87FiD9 - - to � o WZ o q� U Q n QU C7 l ca Q W 37 38 39 40 41 42 43 0 49.83' 0.3D G 49.83' 49.03' 49.83' 49.V 49.B3' 49.83 l Y IL -03D% 2�F 16,�+ r- T Q Y [p CD co f37 pp + LO 0 NORTHWEST PIPE COMPANY eagleMounfainRawWater Transmission v:PAYN� ©AIE:Mar 05,2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Benda Contracting - DRAWING #: SA-06-605 A-1 005 co L0 N N I] C13 4- M + LO d m r � REV 0 Laying biracticn 30.W 1 UmUon Retorenco: tnvarr of Npa N Aipa Lengths: Nominal LengOr ti + + v M M T T'� Z CL 73.875 x,409 WBxWS E1.2 45 46 47 48 49 49.BT 49.0 49.0 U BT -0.30% 4�J.63' �- -ems% *� M cJ M EU EL1 50 51 24m, 24.13' 492% 11 WtE IC al IIIal Q LU LU CJ] 1[7 LLJ b Z CO —j 6 = C 4 C7 C] co Cli �� a� �� v co f a s~ + CPI + rn M LT 27: 9' v?, CB 27.M' UP 4.93' up 5.45, r C NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline $v:PAYNE I DATE: Mar05, 2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-1006 Laying Direction * Elovatlon Reference. Inven of Pipe Pipe Lengths: Nominal Length 071z + L' cn ELI Z 52 53 54 55 56 57 58 l - M 0 0 .� La LUQ z C.? � tl Q U] S� } 0 W EL1 J 52 O ��-- 0 a 11.009I 73.875 K.-M __ .. mx%S------- _ 53 54 _ 49.0 A9.83' 0.37% ItB I� TIN o:� Goco +LD 1— N Y OD Q W � Cn LUc:3 z� J � � O' Q � CD In 55 P 56 57 5B 49.D 49.12 A9.83 49.V 0.37% �10 S9�� CM g mi l` + }Ln VPt DN 6.06' no I�t7RTHWEST P PE COMPANY Eagle Mountain Raw Water Transmission Pipeline By..PAYNE ©AY�:Mar05, 2006 351 Longhom Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #: SA-06-605-A-1007 m co rl_0 c~v ib. REIII Laying pirection Elavatlon Relalenoe: Invert of Pipe - - Pip,, Lengths: Nominal Length ti �- , 00 COM + U-j P N (u n o 0 0 r^ w Q w aC to Coo LLJUJ P 73.875x.409 - ED z o W0xws r kU- to In L 0 C] 59 60 61 62 63 64 S5 66 LL _ -- O f ! - - - - J _ - 49.W 49.83' 24.83' 17.19 49.03 49.Bi 49.10 2.04% 49.OT 285% Q 0.37% 0,37% q cri vS9HN l _ + � �[ 111 �I Itkt - NOTE: VPI MOVED FROM STATION 126+33.81 co CO TO COMBINE WITH HPI c� + Cl N UP 1.v LT 20.97 r C© 20.W NORTHWEST PIPE COMPANY I Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE: Mar 05, 2006 a 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #: SA-06-605-A-1008 Laying otreallon 5— Elevation Raferenoo: laven of Pipe i Pipe Length&: Nominal Length co m 't CO + Un N I'll 04 u� r"i 0o oa rn Y 0 N Y 67 � � - 68 ! - 69 - � _ 70 - � 71 - � Y 72 J I - 73 - r _ co a Q Y jU r P-- CSC 2 CDD I to 73.875x.4B9 J c — _... WBxWS 6 CD cD t� 73 72 aI r a 71 O a 70 iz2 8 4983' 87 68 69 Y - 49 B3 12.26x �o.f�ex Q. .�. — 49.83' + + 49.83 "�' N w 49.B5 3596 'T + IIIFM + NN NI 13 'd Cd g g N + CO co co N Y yry N UP 93' go NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission PipelineTDRAwiNG Y:PAYNE � oATE:Mar 05, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting 1�Ao _ �,SA�06-6Q5-A-�0Q9 Laying Direction 30.w Elevation Reference: Invart of Pipe rr- Pipe Lengths: Nominal Length oorb rnr -h co 0 ELt z 74 75 76 77 78 79 80 81 CL 5I� m 0LU 0 lu ¢ La ua M m 73,875x.4M z cab = CDWii x WS = 9 CD o E�� 79 80 81 7, � _ 49.83 49.83 9b 3.35f ti P� Ws� �5i Akio EL �I t O A9 IL • =I�� 7� � zi:e�n m o 2t.16'b N� D ca o� +� g� +cn o r~ UPI W DR 13.4V RNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline aY:PAYNE DATE, Mar 05, 2006 � � REV 351 longhorn Road Saginaw, TX 7s179 (817)847-14a2 Oscar Renda Contracting DRAWING #; SA-06-605-A-1010 Laying Direction 39.W i ElevaEion lieferenco: Invert of Pipe Plpe Lengths: Nominal Langth + w � � $9 6� 87 86 -_f- I 85 0. 64 — _ --- I- — o � 0 0 w Q enU w ¢ CCD 73.3T$ z.405 2 ED p w4axws Y o co CD Ul I O Ui J 82 83 84 85 86 87 (E 88 89 I�- - - - --�_ - - - - 49.83 - 3492 75.83 3.35K 48.83 t.41A 49.83 49.E33 i.41y 1.207E 49.83OUT 2.18% 2yi8°L Q 3.359C ta mM t2 r C. co I 1:P1k� L CO) T 41,39 ErN D6' O NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline sY:PAYNE DATE:Mar O5, 2006 U REV 351 Longhorn Road Saginaw, TX 76178 (817) 847-14D2 Oscar Renda Contracting DRAWING #:SA-06-605-A-01 A Laying dlrealort 1_ 3D.8D' Elevatlon Reference: Invert of Pipe ' Plpe LeMft: Norniml Length Iti d- m r— + cD r7 T Q A\ 90 92 91 EL2 93A 94 95 96 97 93B--- 4- I T L Q U> u.r o Z co 1 �I RD Q ice- cn CD E � 73.875 x .4D9 WBxwS o a A P ELz E12 95 96 IL .. 90 92 91 93A 939 94 _ — — 1 a 49.B3' 24.8 2.16% 49.83 4292 12,92 99.61' -LIS% 48$% _p 05% '� fj[EIF Q NI� �F N{a II Ylw I1I11{1{ lfl lfJ N N +o CPI REVISIONS _ _ -- -- M '— vi UP .21' 11P2,5Y RF89.39° CB 89.v �' DMCNM et 1 nEVISEDPOSITIOFIOFMX91AND 92PER ENGINEERS HIMIJEST AFP � 911w - - O NORTHWEST PIPE COMPANY Eagle mountain Raw Water Transmission Pipeline BY:PAYNE DATE: Mar 05, 2006 351 Longhorn Road Saginaw, TX 76179 (817) 647-1402 Oscar Ronda Contracting DRAWiNB #:SA-06-605-A-1012 Q:1+ 97 - —A 49.BT 4Z% 0 REV 1 ` Laying 01reotian 1= Elevation Reference: Imeh of Pipe rn ti Pipe Lengths: Noninai Length r- r "r a0 Q Z 98 99 100 1D1 102 103 104 qr Y Q cn LU Q z to I Y , tb U U [ Ca W J 98 O _ - [� 44.83' a 4.33% 0 0 ao N M r- Cn W + CO Ca O r•� r Q tu cri w¢ U., Q T 73.8751 A09 J to VMS z � n III 100 101 102 99 — 103 104 — 3 49.83 49.83 49.53 4. t.9D% -0.5546 3.7i L 49' 49.83 4 +` ohs + Y gn�z,� oNiitr RNORTHWEST PPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY: PAYNE DATE:Mar 05, 2006 351 longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-1013 00 00 N M m +CD co Q REV z�� D Laying Direction 30A0 1 Elevation Reference: Invert of Pipe m � Pipe Lengths: Nominal Lengllr Mr CY)M + co co 0 z I 105 I- M Lu Lu t[ tq ur a z cp - s v WBXWS Q � c� 106 107 104 109 CASING AT STATION 106+10 — WBXBS f - BSxWS N END LENGTHS CASING AT THRU STATION CASING 105+50 KRSPEC 110 73.875 r 4M 'Z o o7'pQ-k i11 112 113 m WBxWS to Q Lu ¢ to Lu o z co to 0 ¢to t3 0 105 �I a p W 6 10s 107_ 1os 109 110 = � � LL �s.s� 2z.63� LL 3.71% 25.W 24.83 si — _ dJ 112 113 11GA 114E a o -d.i0?6 49.8y 9.035 _ — y 49.83 0 + i�� v+iq m aA �CpI B.6fY 24.83 1.704s i3.5W 13"451i.2 o + p j 0o 1 OI k •O .t. � + N gI tb TV fi O rn to CD Cf)pS rD + o is gl� oRto to cc)Y C?I UP 11.31, T o ON 1.6 UP4.1B• LLTBS9 ONORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY: PAYNE � DATE:Mar 05, 2006 j OZREV A 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Benda Contracting DRAWING t-:SA-06-605-A-1414 fi Laying Direcrbn 3031 1 I;Iovavon Reference: Invmt of Pipe m Cn Pkpe Lengths: Nornlnal LengM cei t6 co to + CD M G cob Q r- + QD 0 O Y ELI z 115 116 117 118 119 120 121 122 0 w to u� LU o z cla J � C7 Q � C'3 0 --1 ii6 117 118 O Al5 f _ l GAT49.53 19.83 103°L USo y9.2lk { ;2tpt �^� o 0�� �l EDo CRC�M 4M $gym M to O } e d yM Ew 9.39' NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 73.87Sx.499 wax1V5 119 120 121 122 I— — — t — 49.03 -� 49.93 49.63 49.0 1Ji96 *I +�� S .e 9• Q{ 4 g kD 0 LU L" u] � w o z co to CD r�3 Ca Ca C2'I ro to r-: t7 � } C> O Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE 1 DATE:Mar 05, 2006 ©scar Ronda Contracting I DRAWING #:SA-06-605-A-1015 f REV a Laying DhecUon i 30.0a i Elevation Reference: Irned of Pipe Pipe Lengths: Nominal Length ip o + to to + -t ca o cp z 123 124 125 126 127 128 129 j a t2 ~ r O Wn r O Lu r c¢ Lu ill - 73.A75 AA „ . - ____ c6 i o 3 We x = o ci �c co ¢ �4 C � Q J F 127 128 128 325 126 — I- 123 124 — _ 49.83 O - - — 49,B3'AM d 3.3896 a 49,83' a�a� + , i71� 3.16 r �� 19jII� mI t °2 9 s $ CD 3ti h � + a '- UN 95' O NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline By- PAYNE oAse:Mar 05, 2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Bantle Contracting I DRAWING #:SA-06-605-A-1016 k r � LO �1-0 -1 to to rn 2�Rev A i i �1 Laying Alrection V Elevation Relernnoa:tnvortolPipe G i 5 Pipe Lengths: Nominal Length oo m EDrz iO aotri ©M + cQ + to rn co w z 130 131 132 133 134 135 136 i r r Y O r O L w¢ cwi� 4 i eu4 � m 73.975x.�09 _t tp i Q U Yf9%WS � Q 15 CD Ct 1 Ct z p � W 134 135 136 132 133 LL 136 131 i. - - - - - _ � k. d9,e3 A9.83' Q. 49.83 i9.83' 2.Ii9X t 8396 i t II Z;I f� ON t ,$A' a NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE oATE.Mar05,2006 X--J 351 Longhorn Road Saginaw, TX 76179 (817) B47-1442 Oscar Renda Contracting DRAWING -#:SA-06-605-A-1017 co" OC! 0� 00LO rn Z90 Laying Direction 1~ 3n.atr f Elevalinn Rolorenoe: invert of Pipe CD co rn Pipe Lengths: Nominal Length c6 LLB O COD CO Z — 137 ~ 138 — — 139 — — 14a — 141 — — 142 — — 143 1L 0 � ¢ L Cn w o ZCD z en 3- o - WBx Co C.3 H Cn d CD f C3 aE� oif -1 137 138 139 144 141 142 143 L ,R ` _ _ I _ - I j - i - I r O _ti- 49.83 49.83 49,83, l 49.83' 49M12% 49.83 49,83' 49.8T 4"T 0.72% a 1.83� g� r � �, $� j $ ;t} i CR rn S S 0o Ui RI +C rn OPI DW Ur Fo--�NORTHWEST PIPE COMPANY w Eagle Mountain Raw Water Transmission Pipeline By. PAYNE � DATE.Mar 05, 2006 4 } Oscar Ronda Contracting DRAWING #:SA-06-606-A-1018 ,ri, 351 Longhorn Road Saginaw, 8i7 847-1402 � a r m m W + co (�4) &,v I Laying Dirorffon 3U,aP i ElevaUffl fi6Teren0e: Inved of Pipe Y c`� Pipe Lengihs: Nominal Length oti CD [33 +d d d z 144 145 146 147 148 149 150 n I a� 0 wQCD WQ CD T Y15 7 Ca E � W` LL 144 145 146 147 O- - 49.B3 49.R.O.f2% 0.12% 2.02% �F 0 ,v W4 LLIo �to Cp - = a Q � 154 149 148 - - 491 3,gry m� M s ` Y CD e ED KD CD co co UP 2.22' (� NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATENar 05, 2006 � REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-1019 � ' Q . . ........ Laying Piroebon Elevation Relerence: kymrk of Pipe (M M pipe Lengths: Nominal Length F- aV, �r C3 ko + r— + co C%l co 0D z 151 152 153 154 155 156 157 C) C LU p to LU co cis C6 9 Q3 �P M LZ W 153 154 155 156 157 —j 151 162, — — 0 -0.9K 49n 0.0 3.99% X W 23 it C04: CD� + ca + + to co DNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY.PAYNE DATE: Mar 05, 2006 REV 351 Longhorn [load Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting -06-605-A-1 020 Ao DRAWING #:SA Laying Dimotion , 38.Og ' Bovotion Moreno:invendpips 0 o Ptpe Lenglha: HomlaW Length coo CAD Y c ti Z 158 159 160 161 162 163 164 Ty 12 o�+ t m� O N O O r U L 4[/] LU C W O i ....._..._.......... 7.1R78vdfN _.., _....�_�_......� ... - I 73.815x.31B ,.-- - ...----------------.. .-- .--------- .. J o � 1U Cali � p 1 16 J 158 i59 160 161 162 163 49,e ' 49.63 49.83 3.7896 49.83' 49.83 1.76� i9.B3' °� m � a -1.76% -8.52% 2.74% Z9 � o `i i� m � "' �I �I Q� �m S goo Cq� co uPcli a 9r UP 22u' en goNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline � BY:PAYNE aA1E:Mar05,2006 REV 351 Longhorn Road Saginaw, TX 76179 (8.17) 847-1402 Oscar Renda Contracting I DRAWING #:SA-06-605-A-1021 Laying Direction 30.w Elevation Reiownce: invendYips m No Pipe Lengths: Nominal Length 4C6 z 165 166 167 168 169 170 171 N N O r ' twit r LU w CD I a a 171 J 169 170 Q- 165 166 167 168 - _ - - - - 0 - - - 491T 49.w µ" - - 49.SS �' ° � 49.t13' q fq :p `3 ^�� clO o ct� co G! ti NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline av:PAYNE DATE: Mar 05,2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #:SA-06-605-A-1022 v Z� tri m ,p N E` 0 Laying %ecllon 30.W Elevation ffeferenw: lnvw of Pipe � cv Plpa Lengths: Nominal Length CA CC) to Z 172 173 174 175 176 177 178 �f I P P N N C o caca Uj d a to to z o 0 73 75 A1A .... ._,.,,...,., ... ..... ... J c6 CD A o -1 174 175 177 � 178 _ L4 173 0 172 _ _ - r 4se3 49.0 49.83' 49.89' a, 4TAT 49.83' 49.93' ti m � 'A Z o I +ti yr n r co C4 to N + ti In ti 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE:Mar05, 2006 lr L1 351 Longhorn Road Saginaw, 7X 76179 (817) 847-1402 - Oscar Renda Contracting i)mwiNG #: SA-06-605-A-1 023 L C4 !�.! i t+ N i• N N REV l 0 i o Laying Direction 30.00 f Ewatlon Rofetomw Invert of Pipe N c5�: Pipe Lengths: Nominal Length CV ri +ti CV r-- z 179 180 181 182 183 184 185 a [V O r- LU La cn � u.t a J to 73.B75!*B - - - W0x Q � CJ ca ca i i LOW u7 m OD EDD LA CO CD LLI o hiLl N 184 185 182 188 t O a 179 — 1130 _ i 49 83 — 49.B3 — d9.83 4,20% 49.83 I 49,83 49.83 mI 0- 49.83 4.211% o 3.B5i56 n N co r' j' a co r n to o J to O Q � �U C-U d to wOOR m to i + co MI m UP t24° NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline � By. AYNE DATE: Mar 05, 2006 Ao REV 351 longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #:SA-06-605-A-1024 0�5 Laying plrection 30M _ Elevation Reference: Invert of Pipe co Pipe Lengths: Nominal Length cc;C6 co to 186 187 188 189 190 191 192 il.. i N Q Q C*tD i 1 i Q '6 S 9, d 9 C'3 1 Cn a 6� J a 186 187 co49.IS a- 2.7U16 1.22% OM1 pp N O„1 �m { y �It�i• 71WI j'18 �I 188 189 190 — 191 - - 491" d9.83 49.83 1.2246 49.83' 4.26% q h O cli �l i92 Y as.a's f0 Ur! OR OD CO o S M .Cq CM U NcD to U1>� } �GM1`, TCQ ~ LO CD CD DN 1.70° LIP 2.W NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeiine By. PAYNE 'DATE Mar 05, 2006 REV An 351 longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Rentla Contracting DRAWNG #:SA-06-605-A-1025 [.ay[ng DIredlen 30.00 4 Elevallon Reference: Invert of Pipe N °2 Pipe Lenglhs: Nominal Length o � CV ti ©Ui Cyr U] f+ 03 {� +� 1 z 193 194 195 196 197 1913 199 I Mires t I _ z � a aI] 1~ N N O w a cV) CD LUQ � n Q CU t!3 O O [ 199 i98 W 197 _ - - J � 194 195 — -44 } f 49.BT 6.23°6 r 0 193 _ J , A9.BS y 1{ - - III ky _ a_1 i 49.0 N Rim 63556- 49.83 m n �I MN CO rD C (tq r Cq N r• o U7 r+ co Nco +~ Lr7 ca NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline I sv:PAYNE � DATE:Mar05,200fi � REv f n no 951 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #:5A-06-605-A-1026 L� Laying Direction Eieva4lon Rafamnoo: Invert of Pipe o Pipe Leng4i�s: Nominal Length CD o r-{ co R M f co DO u'> zoo 201 zaz 203 204 205 zos y _ � � � _ _ I _ N p CV O !Li LU 1 W p W LU �7 to _ 73.R75x.346 I o WBXWS p to cu i i en f tlP J 200 201 202 203 204 205 206 1 + i � I y 49.93 4993 49,U 49.BS 4983 49:93 49.82 0.949E a g�pyy 0.945E �rpo�I I CIS$, F+i�I o Eln S S CV 4� m 1— m + -M ^ + h v- r tD vi ON L.44' J�a NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline BY.PAYNE DATE: Mar 05, 2006 Oscar Renda Contracting I DRAWING: SA-06-605-A-1027 Lq 0 co [V N C2 11') L%4n9 Directlon X SOW ' l:I"lon Reference: Invad of Pipe coo o Pipe Lengths: Nom€osl Length N QN7 QQ LO Qz 207 208 209 210 211 212 213 �s 6 N + ti N O W 4 w ZQ fD x� U Q to Q Q I 0l4 a J 207 208 LL f 49.83 49,83 0.9496 H2% mj� R� i C GS N y it C { d E U'j E Cn N O W Q to W 4 Z CO ...........�.T XW — O 9 Q � CD 4 A� 209 210 211 212 213 0.01% -1,M 49.83 48.83' -l.3816 E � I � flllll CD c *h �~ ON 0 51° DN. `Qj* no NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY-PAYNE I DATE:Mar 05, 2006 361 Longhorn Road Saginaw, rX 76179 (817) 847-1462 Oscar Renda Contracting DRAWING #:SA-06-605-A-1028 �7 Ro i..eyft piredon 30V Elev 1W Reference: trrved at Pipe co N Pipe Lengths: Nominal Length M M + + t` oI b Z 214 215 216 217A 217B 218 219. 220 m 00 ni o o ca a L a Ij Q CIO en Lu o z to L o z c.6 gg�� xx11,, {E 7?liiAxWSp a a CJQ QCn zliz in t3 LU 22Q 214 215 216 217A 2179 218 2 19 _ — — A9.63 CL 49.83 i,386 S9.E5 1.38% 24.83 t,38°� 49.93 Q.0796 25.W 3D7% A9.83 x1376� 3.13la ui *� OMO N $ is $ uai o 03 �dpi °o $1-�� r m to M CVCD + UP 0 F UP 1..8? MUD, O NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE I DATE: Mar 05, 2006 �a REV 351 Longhorn Road Saginaw, TX 75179 (B17)847-1402 Oscar Ronda Contracting DRAWING #: SA-06-605-A-1029 A Laying f)IrecOon � � 30.DP i E_Sevatlon Reference: invert of Pipe LO Co om Pips Lengft:Nominal Length ao 6 ci ci Tn � G it 221 222 223 224 225 226 227 n 4 v C" _o Cn cn ui w p Z cn s �? CD E � W 221 0I _ 49M - t d o 992 T9(�j�x�,a1H PIP A 225 224 49.0 49.P 3.73% I'M 226 49.t;3' -0.9fi`L W N9 El + -i- � wl DN 2.31' DNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline sY: PAYNE DATE: Mar 05, 200E 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-1 030 227 49.8.E Ro0 Laying Direction , 30.W , Muslim Reference: Wert of Pipe Lz,;, m Pipe Lengths: Nominal Longrir r—: ci + -- r~ Nr Z 228 229 230 231 232 233 234 t- Q VIP co lit O O W Q LU Q CA In Lit O 2 CD Z cn i {,W Z 6C3 ar �cm c� � n t o S{�N Q ddd W 228 229 230 231 232 233 234 L 49." 49.P •0.9596 4913' 49.0 49'a 49.83' 99.83 -9.959E -5.t7� mama om� N om! gI� 11111 iF Ik f kqr. CR g m ti� + ~ DN W . NORTHWEST PIPE COMPANY Eag le Mountain Raw Water Transmission Pipeline sv:PAYNE DATE: Mar 05, 2006 11 O 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 T Oscar Ronda Contracting DRAWING #: SA-06-605-A-1031 l Laying Direakm 30.W Elevation Raferance. Invert of Pipe v Pip© Lengths: Nominal iongth ai t cv wi u z 235 236 237 238 239 240 I 241 o - M co CD LU W Q V] LU ED 1 73.876 Oil) Ltl O A CO x C, WBxWS x c co CD C3 I c d 235 J40.83 237 — 238 U— -7.70% _ 239 $ 4srl� — --_I_ 240 (i + ' 4s.ss I — _ 241 + p gel � ova 04 qp � -I- t+ NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline By. PAYNE I DATE: Mar05, 2006 REV nLo 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING 4,;SA_06-606-A-1032 o i i Laying Direction I=levallon Reference: Inved of Pipe Pipe Lengths:-Plomlmd Length � � + ++� W r3 m Z 242 243 244 245 246 7 247 248 m� 7�;gj6 __ - -____- - ___ --_ - Sffyy�B xl A J — �� _` 49.s -243 4 245 _ �ak �N r , -7z.t4ozz O d983. 246 - ~ 248 -P& 49.83 - - �2�47 = gI T 7.7R3G 49 to � 49.83 49.83 3.79% I M jl m� m � � o --o v f8 I� 4 4 v S! g �Ie �� + ti V- UP 4.38' 4PI LIP 4.89' 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE:Mar05, 2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-1 033 A [J LU r W Cn W C7 J r M z o a Mlit ca a C7 0N000 M O M U-3 + L� M .Q Elevation LnyInflReference: EllrecItiomnenof P€pe , �O.GEr mCF) PIPE L"ths: Nominal Length CR ri o M � h M 249 250 251 252 253 254 255 In C'j ro c + ti M C7 M � 4 M O r W Q Q Lu ur d `n CD w zen "UCD 1J CO -J co U Q W6xW5 MC o fn O I o 255 LI 254 _ - 253 252 � - AW LL �4 251 _ 4 a 7 its t� O 249 - _ � - 49.v �f 19 rr 1 - 11 4s.e � � ^ +�I~ �- ifi� J 1 111 GA I � 48 83 9as.sT 44. + M m �UR cio U'3to cfi m M M aONORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline � BY-PAYNE � DATE:Mar 05, 2006 � REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting naAwiNc :SA-06-605-A-1034 0 Laying Madan f— 300 ' Eawabon AefafenCD: JnVLd of Pipo 00, PipO Lengths: NomEnaf Length c ti co co ca + ti + M M M 256 257 258 259 260 261 262 Q. N� O Y W Q U W p J f0 - � O E— 7 E � W I 259 260 261 262 25B 257 J LL 256 ^ — 1• — 43.83 49.83 49.83 49.83 aalrk 4.20% -f.20% -2.02% 49.83 7.1i16 F3� 7- 49.83' 7,1116pi + +I ml -I 1 t�� 111 r i CC)M� m � i• `� M00 f' i l` c + m VPI °N 3.2c° NORTHWEST PIPE COMPANY - Eagle -Mountain Raw Water Transmission Pipeline By.PAYN1= nAfE:Mar 05,2006 � REV Oscar Ronda Contracting 0 i ,�_—% 351 Longhorn Road Saginaw, TX 76179 (s17) a4r-1Aaz DRAWING #:SA-06-605-A-i035 0 Laying Direction 3a.9Q >� " Eleva[ioo Fieferonce: Invert of Pips r cV PIPS Lenglhs: NomlrW Length OR'7 to —<0 "DO + ti + co o c11l i Z 263 264 265 266 267 26B 269 _ a i r Ld L6 cD LLI o c0 f � 5 r 3 B 'x _ cD o c CD o F 263 264 266 J 49.0 266 267 a �9.F13 49.83' L. tt - -� - 268 269 f m - 49.87 - - JJII 49.0 fv� 49.93' I +4P l ta .6 Nk pj + YuS N ~ + N� Nj co � �T C7 N G'] W +~ co co + h N P C* DENORTHWEST PIPE COMPANYEagle Mountain Raw Water Transmission Pipeline .By..PAYN_. DATE:Mar 05, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #.SA-06-605-A-1036 / V Laying Direction 3B.U0 1r-- £lavatlon Reference: Imam of Pipe � - Pipe lengths: Nominal Length Ci N co CD + r- W N 270 271 n 0 Y Wa w � 4 d1--. d 1 0 EL1 EL1 272 _ 273 274 2-75 276 .T m W —� 270 271 — 272 273 rY 49.83' — — — _ 6d. 491% 49'" Q -6.91� 49.A3' 49AT + ~ Ij]N 1 N + 00 00 C3 0 LU w ., .. J [D 0 H Q d Cn a 276 276 274 49.0 — 99.BT 7.26 49.A3'I^ H N Nlr N COY o 1;7� S co co + ^ i• °a + n n i3 N UP -141 Eofl NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE � DATE: Mar 05, 2a06 351 longhorn Road Saginaw, TX 76179 (817) 847-1442 Oscar Ronda Contracting DRAWING #:SA-06-605-A-1037 M dti + N REV a Laying oirecCon Y 30M ' Elmdon Reference: hwedof Pipe r ti Pipe Lengths: Nominal Lengt htAj cri rn MOD T ti +~ M N Z 277 278 279 288 231 I 282 — — 283 — LUa ZtM -1 cp xCo M lip+� A1R W5 — a�0. gas 282 W- -_.t zaa �9.as 279 — 49.s3 4TM 0 278 �1 �— I s�sw � 277 - _.:��1 —49 ` 49.83 7.207 T�lzi — 49.8J N } t N�I+ BT AU I 7.20Y � N NIO CR q� 4i d[O } n + N J �t ON I.W 0 NORTHWEST Pi PE CC3MPANY Eagle MOUntain Raw Water Transmission Pipeline BY:PAYNE DATE:Mar 05, 2006 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-1 038 �� C'J q; Cn } REV o Q L yIng Nirection V , WAY Elevailon Reference: invort of Pipe Pipe Lengths; Nominal Longth MCO + t" M Y Z 284 285 286 287 288 289 290 n co O O W¢ La lL O z c I n 73.875��JA W O Z 6 c a - N7fix445 o }�-can 4� C9 LM x 284 285 286 287 J - - - 288 — `Z89 L 1 4.72% 4Q.B3 2.3754 491" -2.A7% — � -5,82% 49.A3 _ 290 � a � `dia wF �,II "{' SS >n 49.83' - 9bB3 M yJ �j TI^ aojjjj `�^ It$ ti 5. F ti o� e �� �� 1! -� +r— _,.� m to F, VP, ON 2.78, ora 3 30 NORTHWEST PIPE COMPANY Eagle Mountain Water Transmission Pipeline eY:PAYf�E DATE: Mar 05,20U6 REV nORaw IJ 351 Longhom Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING :SA-06-605-A-1039 Q Laying oirmllon I 30.00' Elevation Reference: Invert o1 fte Pipe Lengths: Nornlna€ Length N rfJ [A r^ 291 292 293 294 295 296 297TV )) - a t77 CD r LU 4 tq ' w o :j to ?xA. 4 C/3 U+ O JI.J 29� 292 a th ni a� o. LL -----� _ _ — 293 294 295 29fi 297 4$93 n F 49,93 e-S.t'tZ% 49.83' -,5.46% 49,83 49.93' 49.63' 2.01% 4.45% I! �I{I{rz � � $� tD vpt UP3.3c° UP2?W PIPE COMPANY Eagle Mountain Raw water Transmission Pipeline av;PAYNE DATE:Mar 05, 2006 RNORTHWEST 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A- 1040 w G LU cm to 0 Q � Q to M r+. r N i REV Q t Laying Direction t_ 30.0R Elevetlon Reference: invert of Pipe pipe Lengths: Nominal Length a N + + CO t` ry rn 298 299 300 301 302 303 304 O V- O LU 1.].1 LU LU o 2 CD —t'6- = o [] Q CD N V O LU Q to w n J to o M C� O J 302 303 304 300 301 p 298 LL 299 — — _ 1 — — 49.A3' 491a 4.46% t 49.A3' a 49.63 $ m *Ii 4.48% !9 cd } $ el^ m +� k^ Y N I U� +M1 N ❑.�--�, NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline sv:PAYNE I oATE: Mar 05, 2006 Oscar Renda Gontracting DRAWING #: SA-06-605-A-1041 O N I QI 0 Wng Direction 39.D7GF i Elwallon Reference: Invert d Pipe { 1 I o Pipe Lengtha:l3ominal Length �rn der` �rn + ti + ti rn co i i I q 305 306 307 308 309 310 '7 i l t?rr< i m Q i r LU lil Q W O I =i: co 73.875 �6 -J CO ! =0 Nx x o N e i t� � o fE1 by l 2 l —j 305 308 307 308LL 309 31Q 311A 3116 t Q �— — -- u 49.83 49.83 49.83 27.83 13 5T I I 1135T I A [� 4. 0.1376 0.339G I 49.bs' 4 ti m a d t i I CD C13 rn CC)r mod' or`p } ti b f'] + + CD m DN2..44r RT990.3i• noNORTHWEST PIPE COMPANY .Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE � ©AiE:Mar05, 2006 � REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting nRAWiNG #:SA-06-605-A-t042 A laying Dlrectlon Xav i f Elwalan Fleimnce: Inm of Plpe� co OD � Plpe Langlh9: Nomind Length o6 r cam + CD 312 313 314 315 316 317 318 _ a 4 N � O r- m co } ti N (] LU L Q � i LU O UJ Q a cfl - 73.B75x 3ti8 K Co J (6 X o waxwS FVU3 4� CD U' 1 312 313 314 315 316 317 318 49A3 C.13% 49.W 19.83 9.13% 49.03, -0.52% 49.0 2ayyl l 401? ,19.0 -2.W% Ik 1 to CO $ _m OD +� v CO 4Pi ©N V? �O NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE: Mar 05, 2006 lJ-J 361 Longhorn Road Saginaw, TX 76179 (817) 647-1402 Oscar Ronda Contracting I DRAWING #: SA-06-605-A-1043 N ' fn M W } N �f i'�O' Laying Direction >~ 30.W ' Etavatbn iteferenc� Invert of Pipe N Pipo Lengths: Nominal Length cti a) +ti N J LL 319 r O _ cc 49." -2.99% ILL p o 0 0 oco r3 co + s` 0 322 323 324 325 326 327A 327E 'Z� f - -I-- -I - I - I - - I - 7 A 0EGT4 faro GM M CONFECT TO 72" E-301 BELL ON CASV,OAT Sj+TO CANIGAT THRU STAMM MK EX-142, PROJECT 05-123 BE. 73WBXWS IN0 z WS PEf1SPEC o n ( BY OTHERS) HYDROTEST STEEL & E-301 PIPE TOGETHER. AFTER INSTALLATION. 320 321A 321B 322 323 49,R IOU 14.95 174T 24M 1.28% 0.46% Iti *Im 324 325 24.8Y 24.83 +a i9 t�V C= $ M I to o t` m N CM UP 0'V VA LT 68° C4 996V UP ONORTHWEST PIPE COMPANY Eagle Mountain Raw Wafer Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 8471402 Oscar Rentla Contracting P � 326 327A 327E 24.83' 24.V 12.29 0.46% 0,00% �I� R S S�S XI S c a ti m 4 [D F C c0 o -T' G ON LV REVISIONS 30T 1ADDEDjNNEGT0 72' E-R SELM MK E%-142. DWH U503�08PHOJ5-123 9 [ UY OTHERS) BY: PAYNE I DATE: Mar 05, 2006 . REV ; DRAWING #.SA-06-605-A-1044 L& I Laying DirecWn Elovatlon Reform= Irnert of Pipe O rn pipe Longths: Nominal Length C;3 co o co U-) } o Cq o N,-- Von -I- "' a ? EXISTING MK # 5 (REFERENCE) �3t7 1 3 Z �e 329 CL O INSpE FOG OUTSIDE AT STATION FOG TATIIOON OUTSDE 0+14.13 0+27.63 FDCAT INSIDEn11 STATION ATSTAi]ON 6+1ZU3 0+26.13 CD 55,625x.261 �" 212 IDS 010 Ing x lYStv WR x WG � a n w LF m DIP TEE AND LKRE x CGE SPOOL. BY OTHERS RADIUSOF FOORRM= W MK 331 om FL330l328 r 329 31 r\ .09 4.1 Y GAZ �I M 113.15' '?• a 6'� COW °� Station 0+48.49 (Ref) 0 NOTES: 1) MK # 32B WILL BE FIELD CUT AS SHOWN ON MK DETAIL DRAWINGS. 2) MK # 330 WILL. BE USE AS IS. 3) ENGINEER/CONTRACTOR TO VERIFY DIMENSION FROM CENTER OF DIP TEE TO STEEL PIPE CONNECTION. 4) HPI MOVED FROM 0 } 07.43 TO 0}06.76 TO ALLOW USE OF MK # 330. RESULTING OFFSET OF APPROYIMATELY 4" AT TEE CONNECTION TO BE ADJUSTED IN THE FIELD AS NECESSARY, orn s ocMCD co -� ay Ntl +L0 o +;-0 0 FITa.51" UP2991' 1 ���� f iREVISIONS RREMSEo�33 NTTTTJ¢�$$�iO.2oevw83` J NORTHWEST PIPE COMPANY IT 351 Longhorn Road Saginaw, TX 76179 (817) 847-14O2 1 IRavFP 6113lO6� Sri, �ero5 _ Eagle Mountain Raw Water Transmission Pipeline BrPAYNE DATE..Mar 05, 2006 Oscar Renda Contracting DRAWING #:SA-06-605-A-1045 0 n n MATERIAL LIST _ PIPE DATA I SL # OTY DESCRIPTION REF STEEL ASTM A139 1 1 Pipe: 73.875" OD, .409" TK,11'-0.DO" L 9003 LINING Cement Mortar Lining, .500", AWWA C205 2 1 BS, 74.0" ID,12.0" WD, .409" TK,1A-BS 9504 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 10.0D' 70TAL LENGTH 11'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 3,531lbs 5,223IN 5,223lbs 11' -P CTF I: i BS — - —F— BSCTF i I . i 1 REVISIONS REV DESCRIPTI➢N BY 15ATE 1 ADDED 1' CTE and RELEASED FROM HOLD DWHI05-03-06 I _ a0NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 J - MARK LIST 1A Length Tolerance +1,000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE I DATE:Mar fly, 2006 R//I=��V Oscar Renda Contracting I DRAWING #:SA-06-605-A-2001 L� MATERIAL LIST A PIPE DATA SL # QTY DESCRIPTION _ REF 'STEEL ASTM A139 1 B 1 1 Pipe: 73.8751, OD, .409" TK,14'-0.00" L 9001 LIMING Cement Mortar Lining, .500", AWWA C205 9003 2 1 BS, 74.0" ID, 12.0`' WD, .409" TK,1 B-BS 9504 COATING Madison Corro fte 11 Omni, 35 mil, AWWA C222 3 1 Head: 73.88" OD, .600" TK, SE 2:1 Head, 9510 ASME, ASTM A516-70 Material LAY LENGTH 14.00' TOTAL LENGTH 14'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 4,510 lbs 6,145 ibs 7,595 ibs 14' MARK LIST 0 R ---- — -- ws --+ 3 1 � 1 i I Length Tolerance +1.000" /-1.000" DOscaNORTHWEST PIPE COMPANY EagieMountain Raw Water Transmission Pipeline DY:PAYNE I DATE: Apr 10,2006 REV r 351 LonghornRoad Saginaw,TX76178 (817)847-i402 Renda GOntracting DRAWING #:SA-06-605-A-2001 A A MATERIAL LIST SL # OTY A DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK,15'-0.125" L 2 1 AV: 26.011, Cis E-5 w/BF, Clr 3 124" Cls E-7 Blind Flange, 2-BF NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING a 1'-13/4" i�: I_...11-11/4" m 11 1/8" N 11 13/16" 1'-01/8" V-013/16" 1'-11/2" l 1'-13/4" Pi°PE DATA ELBOW DATA REF STEEL ASTM A139 Mark: 2 PI Station 150+96.27 9001 LINING Cement Mortar Lining, .500", AWWA C205 A a RADIUS WIDTH 9501 - ELBOW 22.5110 11.256" 184.688" 7'-5" 9502 COATING Madison CorroPipe 11 Omni, '35 mil, AWWA C222 "D" ec" CHK LONG CHKSHORT LENGTHS 7.351" 5.198" 15'-11.88" 13'-4.50" LAY LENGTH 14.83' TOTAL LENGTH 15'-0.00" A B E F CYLINDER LINED & COATED TOTAL ANGLE 0.3160 89.6841, 0.3160 89.684" WEIGHT 4.800lbs. 7,259lbs 7,784lbS OFFSET 0.204" 57.818" 0.204" 57.818" 7`-5" 2 r__wa 6 5/16" SECTION A -A 3/8" .375"T_ 1/2" TYP. FLG. WELD DETAIL 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 4'-4 7/16' a -rn = 7 5116" - " 1/ 1 u Length Tolerance +1.000" /-1.000" 1O NORTHWEST PIPE COMPANY Eagle Mountain Raw water Transmission pipeline sY:PAYNE DATE:Mar 05, 2006 ''"� REV j--%1 351 Longhorn Road Saginaw, TX 76179 (817) 847.1402 Oscar Ronda Contracting DRAWING 4:SA-06-605-A-2002 4) 0 -.----------.. . MATERIAL LIST PI -PE DATA SL # QTY DESCRIPTION REF STEEL ASTM A139 1 4 Pipe: 73.875" OD, .409" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 2 4 PH2: 3.0" Half Cplg, Class EH, Clr w/Plug 9506 COATING Madison Corrofte Il Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 22,050lbs 22,050lbs 50' t 46' Il 2 wB - - - - - - 1 MARK LIST 29 39 66 127 FTq ws — + 0 Length Tolerance +1.000" /-1,000" FMNORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 7s17s (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting 1 aY:PAYNE I nATE:Apr 10, 2006 I DRAWING #:SA-O6-605-A-2003A REV MATERIAL LIST SL # OTY DESCRIPTION 1 105 Pipe: 73.875" OD, .4091 TK, 50'-0,00" L _ PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipo II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83, TOTAL LENGTH 50'-0.09" CYLINDER LINER & COATED TOTAL WEIGHT 16,050lbs 23,838lbs 23,8381bs MARK LIST 3 13 16 18 19 20 21 22 23 24 25 26 27 28 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 53 54 55 56 57 58 59 60 63 64 65 68 69 70 73 76 77 80 81 84 85 86 88 89 90 91 94 95 96 97 98 99 103 104 105 110 112 117 118 119 120 121 122 123 125 126 128 129 130 131 133 134 135 136 137 139 140 141 142 143 144 145 148 149 150 151 152 153 156 157 158 159 162 163 50` WB - - - - --_ - - - - WS + . 1 Length Tolerance +1.000" J-1.000" 0 D NORTHWEST 351 Longhorn Road PIPE COMPANY Saginaw, TX 76179 (817) 847-14D2 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting REV I BY:PAYNE DATE: Mar 05, 2006 � Un. I DRAWING #:SA-06-605-A-2003 /% MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipa: 73.875" OD, .409" TK,13'-0.250" L PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CarroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 12.83' TOTAL LENGTH 131-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 4,200IDS 6,309Ibs 6,309Ibs 0 0 T-10 3/16" . - 12-9 7116" ws 3 y_ 10 0 NORTHWEST PIPE COMPANY III Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Fioad Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting ELBOW DATA Mario: 4 PI Station 150+33.62 Q a RADIUS WIDTH ELsow 28.5110 7.1280 184.6W' 71_8„ HV He. CHK LONG CHK SHORT LENGTHS 4,619" 3.266" 141-3.54" 11'-3.36" A B E F ANGLE 0.520° 89.4800 0.5200 89.480" OFFSET 0.335" 57.686" 0.335" 57.686" 118" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 5'-4 318" 2'-3 3/16" WB 13'-U 14" V-10 5/8" _ WS 51-815j�6" m = 4 9/19, 6`-1 1/2" 1'-6 1/16"I Length Tolerance +1.000" J-1.000" BY. PAYNE DATE- Mar 05, 2006 REV DRAWING #:SA-06-605-A-2004 A� _ MATERIAL LIST SL * Q1Y DESGRIPTON REF 1 1 Pipe: 73.875" OD, .409" TK, 25'-0.00" L 9001 2 1 Or 55.63% BS, CPI 9503 i 3 2 1 1/2" TK. CROTCH PLATE srEa- ASTM A139 LuxG Cement Mortar Lining, .60011, AWWA C205 couma Madison CorroPipe II Omni, 35 m€I, AWWA C222 LAY LENGTH 24.83' TOTAL LENGTH 25'-0.00" CYUNDER LINEO&COATED TOTAL 1 VAIG4T 8,050Ibs 11,050Ibs 16,400 €bs 1 MARK LIST 5'-4 518" 5'-411/16' 19. 25' 2'-11 9/16" 5'-6 518" 5'-4 5/8 FI 6" FOR 5'-0 51W 3 '-7" 7/8" 2'-1015116" FORMING 2'-9 5/16" 2'-6 518" Z-6" 2'-71/16" ,r, _you *- o wa - — - - Y- -x— ws `r'' -- — 2'-2 318" 2'-0 518" _ 1'-11 7/16" i 1,575 LBS. ' o 2 I Length Tolerance + 1,000" " /-1.000 �j NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipaline I�I BY:PAYNE oATE-Mar 05, 2006 I REV 051 EangMm Road Saginaw, `]( 76i79 (8171 847.1402 Oscar Ronda Contracting 1� DRAWNG #;SA-05405-A-2005 e 1/8' ADDED TO EACH M[TER OUT FOR LAYOUT ONLY. 1 19'-11' 8'-1016AS I T-11 IA1' T-1 i ili6" EEG 7%11'— — — 1�11118^ FLG f�10! 16' 4'•111 0' 01= 1115116' 1'-10719 [1-111116 - -11' 1'-113I]Et 91 11 MATERIAL LIST PIPE DATA SL # OTY DESCRIPTION REF STEEL ASTM A139 6 1 1 Pipe: 73.875" OD, .4091, TK,14r-6.00" L 9001 LINING Cement Mortar Lining, .50011, AWWA C205 ---- 9003 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 14.33' TOTAL LENGTH 14'-6.00" CYLINDER LINED & COATED TOTAL WEIGHT 4,650lbs 6,982lbs 6,982lbs 14`-6° WB Bs MARK LIST • Length Tolerance +1.0p0" 1-1.000" �O NORTHWEST PIPE COMPANY I eagle Mountain Raw Water Transmission Pipeline I-BY:PAYNE DATE: Mar 05, 2006 REV `r " 351 Longhorn Road Saginaw, TX 76179 (817) B47-1402 OSCar Renda Contracting I DRAWING #:SA-06.605-A-2006 A MATERIAL LIST SL -# QTY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, 8?-10.59" L 2 1 BS, 74.0" ID,12.0" WD, .409" TK, 7-BS 3 1 OT: 38.0", Cis E-5 w/BF, CIr 4 136" Cls E-7 Blind Flange, 7-BF 5 172" Cls E-5 Ring Flg, FF NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING 3/8" 318" A- 375"� 1.12" TYP, FLG. WELD DETAIL i PIPE DATA REF STEEL _ ASTM A139 9003 LINING Cement Mortar Lining, .500", AWWA C205 9504 9501 COATING Madison CorroPipe it Omni, 35 mil, AWWA C222 9506 9004 LAY LENGTH 8.93' TOTAL LENGTH 81-11.13" CYLINDER LINED & COATED TOTAL WEIGHT 2,850lbs 4,371lbs 8,307lbs L ' 7111,� .409"T 9/16" TYP. FLG. WELD DETAIL 5 8'-11 1/8" 3'-713116" h� 0 BS a2 F1g = 1 3 -6 % 6" 7 MARK LIST 2'-0 3/8" 11-9111161, N 11 7/8" o 10 3l16" CD M 11 1/2" r 1'-1 118" V-5 5/161 V-10 3/16" 2'-0 3/8" 1. Length Tolerance +1.000" /-1.000" NORTHWEST 351 Longhorn rioad PIPE COMPANY Sag[naw, TX 76179 (817) 847-1402 � Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting I BY:PAYNE DATE: Mar 05, 2006 I REV I DRAWING #:SA-06-505-A-2007 � � 0 ,j—}- 0 n MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, T-11 7/16" L 2 172" Cis E-5 Ring Fig, FF 3 1 AV: 2.0" Half Cplg, MUELLER, Clr * 4 1 *DISMANTLING JOINT, 72.0" NOM W/421d MID RING 7/16" UR 7/16" 0 .L .409--T J 9116„ TYP. FLG. WELD DETAIL PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA 0205 9004 9506 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 4.00' CYLINDER WEIGHT 1,450 ibs PT q + TOTAL LENGTH 4'-0" LINED & COATED TOTAL 2,0001bs 3,994 ibs 4' ~ FT q 2'-913/16" Fig Ws + — 1 8 MARK LIST Length Tolerance +1.000" /-1.000" 0 NORTHWEST PIPE �COMPANYAo Eagle Mountain Raw Water Transmission Pipeline. � sY:PAYNE I DATE: Mar 05, 2006 REV 351 Longhorn Road 5aglnaw, TX 7617s (817) 647 14U2 Oscar Ronda Contracting I DRAWING #:SA-06-606-A-2008 T r 0 MATERIAL LIST SL # QTY DESCRIPTION 1 6 Pipe: 73.875" OD, .409, TK, 25'-0.00" L PIPE DATA REF STEEL f ASTM A139 9001 LINING ! Cement Mortar Lining, .50011, AWWA G205 COATING Madison CorroPipe It Omni, 35 mil, AWWA C222 LAY LENGTH 24, 83` TOTAL LENGTH 251-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 8,050lbs 11,967Ibs 11,967lbs 25` Wa _ _ _ _ 1 W5 MARK LIST 9 11 14 61 108 109 Length Tolerance +1.000" 1-1.000" p NORTHWEST PIPE COMPANY �jjEagle Mountain Raw Water Transmission Pipeline 1�1 aY: PAYNE � DATE:Mar 05, 2006 REV X-10 351 LonghornRoad Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #:SA-06-605-A-2009 0 0 MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, 11'-0. 125" L 2 1 BO:12.75", Tan, GIs E-5, Clr 3'-615/16" 3'-41/2" 2'-7112" 2'-0 5/8" o a 1'-101/2" o 1'-91/4" m i� 1'-813/16" V I 2 PIPE DATA REF STEEL Cement 5TMA139 9001 LININo Mortar Lining, .500", AWWA C205 9507 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 10.83' TOTAL LENGTH 11'-0.00" CYLINDER. LINED & COATED TOTAL WEIGHT 3,550 Ibs 5,359Ibs 5,853Ibs i J16';�— FT q -s� PIPE COMPANY aNORTHWEST 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 to FT 1 2.04A" WB WS u to 2 on back 10'-11 13116" Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting Mark: 10 ELBOW LENGTHS ANGLE OFFSET J ELBOW DATA PI Station 149+40.00 d oG RADIUS WIDTH 9.2110 4.605" 184,688" 6'-5" 'D' "C" CHK LONG CHK SHORT 2.975" 2.104" 11'-5.72" 10'-5.87" A B E F 1/6" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 1' 1I-911 /16" I WB 11'-0 /B" , 1'-6 3/4" _ WS m = 215/16" 11-313/16'1' Length Tolerance +1.000" 1-1.000" BY:PAYNE DATE: Mar 05, 2006 REV DRAWING #:SA-06-605-A-2010 "t' _ MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK,16'-0.125" L PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500" , AWWA C205 COATING l Madison Corrofte 11 Omni, 35 mil, AWWA C222 LAY LENGTH 15.83' TOTAL LENGTH 19-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 5,150lbS 7,733lbs 7,733lbs !✓T r t ELBOW DATA Y Mark; 12 _ P! Station 149+00.001 a RADIUS WIDTH ELBOW 11.0830 5.541° 184.688" 6-5" "D' 'c. CHK LONG CHK SHORT LENGTHS 3.584" 2.534" 161-6,81" 15'-4.59" A 8 E F ANGLE OFFSET 15'-11 11/16" FT �- k we — - _ _ ws 1 D 14'-6 3/16" Y v-5'13i16" 0NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline L 351 longhorn Road Saginaw, Tx 76179 (817) 847-1402 Oscar Renda Contracting 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1'-91/2" Wa WS m = 3 9116" 1'-Z 3/H" l Length Tolerance +1.000" 1-1,000" r eY:PAYNE DATE:Mar 05, 2006 REV DRAWING:SA-06-605-A-2011� A I MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 73.8751, OD, .409" TK,15'-0.125" L 1 FT q PIPE DATA REF STEEL j ASTM A139 9001 LINING 1 Cement Mortar Lining, .500", AWWA C205 COATING I Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 14.83' TOTAL LENGTH 15'-0.00" CYLINDER LINED & COATED TOTAL. W8GHT 4,800lbs 7,259lbs 7,259Ibs 14'-113/4" FT W8 - Ws i — 1 D 13-5 9f161 'I NORTHWEST PIPE COMPANY YEagle Mountain Raw Water Transmissian Pipeline go 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting Marls: 15 ELBOW DATA PI Station 148+10.00 A a RADIUS WIDTH ELBOW 10.016" 5.0080 184.688" 6'-5" V V CHKLONG CHKSHORT LENGTHS 3.237,, 2.289" 15'-6.18" 14'-5.31" A B E F ANGLE OFFSET 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 1'-913/16" WB 15'-0rm. , l'-6 9/16" WS m = 31 /4" 1'-3 5/16" I Length Tolerance +1.000" J-1.000" BY:PAYNE DATE: Mar 05, 2006 REV ®R) DRAWING #:SA-06-605 A-2012 A MATERIAL LIST SL OTY DESCRIPTION 1 1 Pipe: 73.8751, OD, .409" TIC, 19-0.125" L 2 1 AV: 26.0", Cis E-5 w/BF, Clr 3 124" Cis E-7 Blind Flange,17-BF REF 9001 9508 9502 NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING 3/8" 3/811 D 1— FT Q .375"7— 1/2" TYP. FLG. WELD DETAIL F + _ V-13/4" V-1 7/16" _ 1'-0 5/8" m 11 13/16" o 11 1/2" o N 2 PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe Il Omni, 35 mil, AWWA C222 LAY LENGTH 14.831 TOTAL LENGTH 15'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 4,8001bs 7,259lbs 8,135Ibs 6'-3" A —� ,� 3'-o 13/16,, 1 , 3 2 WB — WS no NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 647-1402 ELBOW DATA Mark: 17 PI Station 147+50.93 A cz RADIUS WIDTH ELBOW 10.0160 5.0080 184.688" 7'-3" AD. "Ca CHK LONG CHK SHORT LENGTHS 3.237" 2.289" 15'-5.78" 14'-4.88" A B E F ANGLE OFFSET 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 14'-11 5/16" 1 6'-S 3/8" W8 15'-01 8" i 6'-3 118" WS 5'-11 718" Length Tolerance +1.000" / -1 00W Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE:Mar 05, 2006 REV Oscar Ronda Contracting I DRAWING #:SA-06-605-A-2013 r� 0 U MATERIAL LIST SL : # QTY DESCRIPTION 1 1 Pipe, 73.875" OD, .409" TK,15'-0.250" L �r PIPE DATA REF STEEL I ASTM A139 9001 LINING l Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPlpe II Omni, 35 mil, AWWA C222 LAY LENGTH 14.83' TOTAL LENGTH 15'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT I 4,800 Ibs 7,759 lbs 7,759 Ibs 14'-91/4r, 3'-9 3116" ELBOW DATA Mark: 48 PI Station 132+38.93 0 a RADIUS WIDTH ELBOW 27.8900 6.9730 184.588" 7'-8,, °D" "C" CHK LONG CHK SHORT LENGTHS 4.517" 3,194" 16'-2.94" 13'-3.59" A B E F ANGLE 10.618" 79.3820 9.3290 80.6710 OFFSET 6.845" 51.176" 6.014" 52,007" `l 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. b 9 "213116„ 215'-415/16" 2-4 5/8" 218 3,.'11 I�Q„ �� 15,-0114" 2'-U 1/8" - WS ,, 5'-9 7/16" rn = 41/2" l 6'-1 15/16" 1'-7 5/8 Length Tolerance +1.000" 1-1.000" O NORTHWEST PIPE COMPANY JIL Eagle Mountain Raw Water Transmission Pipeline - BrPAYNE DATE: Mar 05, 2006 REV ,rZ 351 Longhorn Road Saginaw, TX76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #:SA-06-605-A-2014 A } I i MATERIAL LIST SL # MY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, 50'-0.00" L 2 1 BO:12.75", Tan, GIs E-5, Clr ' 3/8" %5�v- ` 318" .375°�— 1/2" TYP. FLG. WELD DETAIL REF STEEL ASTM A139 49 9001 LINING Cement Mortar Lining, .50011, AWWA C205 9507 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL_ WEIGHT 1-6,050lbs 23,838lbs 24,332lbs 50, 14'-51/2" MARK LIST 3'-615J16" wB - - - -- - -- -- - -k�' - - W5T-41/2"3'-a"2'-71/2" 1 2'-3 5/8,, 2'-0 5/8" .os7° o ¢ 5.56Tr 1'-101 /2" 1'-91/4" m 4 i z Length Tolerance +1.000" /-1.000" �O NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY-PAYNE DATE:Mar 05, 2006 t!T REVI.� L 351 Longhorn Road Saginaw, TX 76179 (B17) 847-1402 Oscar Ronda Contracting I DRAWING #:SA-06-605-A-2015 A • MATERIAL .LIST PIPE DATA ELBOW DATA _ SL # QTY DESCRIPTION REF STEEL ASTM A139 - Mark: 50 PI Station 131 +70.00 1 1 Pipe: 73.8750 OD, .409" TK, 26-0.125" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 A a RADIUS WIDTH ELBOW 4.9270 2.4640 184.688" 7'-0" COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 V 'G' CHKLONG CHK SHORT LENGTHS 1.589" 1.124" 25'-2.92" 24'-8,57" LAY LENGTH 24,83' TOTAL LENGTH 25'-0.00" A B E F CYLINDER LINED & COATED TOTAL ANGLE -_ i WEIGHT 8,051Ibs 11,997Ibs 11,9971bs OFFSET FT q i WB 24,-11 3/4,, WS U 118" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. D 1 9 7/8 I 151-813/16" _� - 9'-3 3116" LL `_ 4 " _ .I I W8 ' 25'-0 /8u 9'-3 5/16" _ WS m = 1 9/161, Length Tolerance +1.000" /-1.000" NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE:Apr 10, 2006 � �t REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 I Oscar Ronda Contracting DRAWING #:SA-06-605-A-2016A j Ao MATERIAL LIST SL QTY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, 25'-0.125" L _ PIPE DATA ELBOW DATA REF STEEL _ ASTM A139 Mark: 51 PI Station 131 +43.00 9001 LINING Cement Mortar Lining, .500", AWWA C205 A a RADIUS WIDTH ELBOW 6.4470 3.2240 184,6881, 7'-0" COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 V °Cu CHK LONG CHK SHORT LENGTHS 2.08" 1.471" 25'-3.76" 24'-7 45" LAY LENGTH 24.83, TOTAL LENGTH 25'-0.00" A B E F CYLINDER LINED & COATED TOTAL ANGLE WEIGHT 8,051lbs 11,997lbs 11,9971bs OFFSET 24'-11 5/8" r WB — _ WS F- 1 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. d 17'-71/41, -:: - - 1 :dL714 3/4 7'-615J16° NORTHWEST PIPE COMPANY J-1, 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 WB 25'-01 $" 7'-4 7/8" WS m= 21/1IT, 7--213/16'1 Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE j DATG:Mar 05, 2006 RE11 Oscar Ronda Contracting I DRAWING #:SA-06-605-A-2016 • �A T MATERIAL LIST PIPE DATA SL # QTY DESCRIPTION REF STEEL ASTM A139 1 1 Pipe, 73.87511 OD, .4091, TK, 501-0.001, L 9001 LINING Cement Mortar Lining, .500", AWWA C205 2 1 PH2: 3.0" Half Cplg, Class EH, Clr w/Plug 9506 COATING Madison CorroPipe If Omni, 35 mil, AWWA C222 LAY LENGTH 49.83, TOTAL LENGTH 50'-0.001, CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 22,050lbs 22,050lbs MITER LIST G H QTYI MARKS ANGLE I OFFSET 11 146 1 1.087°1 1.402" 50, 46, FT q —` G -- H 2 MWB — M -8 146 MARK LIST Fr Q- Length Tolerance +1.00011 /-1.0001, NORTHWEST PIPE COMPANY Eagle Mountain Raw WaterTransmisslan Pipeline eY:PAYNE� I DATE:Apr 10, 2006 REV no 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-2017A � MATERIAL LIST ELBOW DATA PIPE DATA SL # QTY DESCRIPTION REF STEEL ASTM A139 Mark: 52 PI Station 131+00.00 1 1 Pipe: 73.875" OD, .409" TIC, 501-0.125" L 9001 LINING Cement Mortar Llninq, .50011, AWWA C205 A a RADIUS WIDTH ELBOW 6.0630 3.0320 184.688" 71-8" COATING Madison CorroPlpe II Omni, 35 mil, AWWA C222 "D" PC" CHKLONG CHKSHORT LENGTHS 1.956" 1.383" 50'-3.23" 49'-7.42" LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" A S E F 3 CYLINDER LINED & COATED TOTAL ANGLE WEIGHT 16,074lbs 23,987lbs 23,987lbs OFFSET 36'-01/4" —". .-- 13'-113/4" 1 WI3 --- - - W5 49'-11 5/16" 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. F 1 14'-1 13/16L WI3 ' 50'-0 18" 13'-11 7/8 WS m= 1 15/16'' 13'-915/1 Length Tolerance +1.00011 /-1.000" lj--Li � NORTHWEST PIPE COMPANYEagle Mountain Raw Water7ransmission Pipeline I BY:PAYNE DATE:Apr10, 2006 � REV 351 Longhorn Road Saginaw, Tx 76i7s (817) a47-1402 Oscar Ronda Contracting _ _ DRAWING #:SA-06 605-A 20178 Q MATERIAL LIST PIPE DATA SL # OTY DESCRIPTION REF STEEL ASTM A139 1 8 Pipe: 73.875" OD, .409" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 501-0.09' CYLINDER LINED & COATED TOTAL WEIGHT I 16,050 Ibs 23,838lbs 23,838 Ibs 50, FT ---� �` FT r4,- H. Mwa - - - - - - - - - -- ws F MLS 1 v MARK LIST 67 71 72 74 75 124 QTY 1 67 1 71 1 72 1 74 1 75 1 124 1 147 1 161 MITER LIST MARKS 147 161 G H ANGLE OFF 1.431" 1.845" 2.9770 3.841" 0.950" 1.225" 5.0000 6.463" 3.127 4.036" 0.8330 1.074" 1.132" 1.459" 1.8650 2.405" Length Tolerance +1.000" J-1.000" NORTHWEST PIPE COMPANY BY: PAYNE DATE: Mar 05, 2006 � REV Eagle Mountain Raw Water Transmission Pipeline �O lJ LI 351 Longhorn Road Saginaw, TX 76179 (B17) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-2017 ! u MATERIAL LIST PIPE DATA T SL # OTY DESCRIPTION REF STEEL ASTM A139 1 5 Pipe: 73.875" OD, -409" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83 TDTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 23,838lbs 23,838lbs MITER LIST G H OiY MARKS ANGLE OFFSET 1 101 1.443" 1.861" 1 102 1.8080 2.333" 1 111 2.8090 3.625" 1 132 0.7420 0.957" 1 155 1.567" 2.021" MARK LIST 101 102 111 132 155 FT q _ 50' _ MLS I MWB - ---- - - - - - - - - 1 H� C WS FT q Length Tolerance +1.000" 1-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE oATE:Mar 05, 2006 REV � NORTHWEST PIPE COMPANY '��j a 351 Longhorn Road Saginaw, TX7Bi73 (817) $47 7462 0$ivar Ronda Contracting DRAWING:SA-06-605-A-201$ AD MATERIAL LIST �SL # QTY DESCRIPTION REF 1 1 Pipe: 73.8751, OD, .409" TK,17'-4,3125" L 9001 r WS 17'-2 7/81, 15'-6 3/4" PIPE DATA ELBOW DATA STEEL ASTM A1 _39 Marls: 62 PI Station 126+47.30 LINING Cement Mortar Lining, .500", AWWA C205 A « RADIUS WIDTH ELM 20.9870 10.4940 184.688" 6'-8" COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 D. 'c' CHKLONG CHK SHORT LENGTHS 6.842" 4.838" 181-4.211, 16'-1.58" LAY LENGTH 17.18' TOTAL LENGTH 17'418" A B E F CYLINDER LINED & COATED TOTAL ANGLE 3.6610 86.3390 3.3420 86.6580 wEIGHT 5,591Ibs 8,354Ibs 8,354lbs OFFSET 2.360" 55.661" 2.154" 55,867" NNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX76179 (817) 847-1462 Oscar Ronda Contracting 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. TV 2'-43/8„ WB 17-4 5I �'-9 9/16" WS m= 613/16" 1'-2 3/4" Length Tolerance +1.000" /-1.000" BY:PAYNE DATE: Mar 05, 2006 REV DRAWING #: SA-06-605-A-2019 0 MATERIAL LIST sL # CITY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, 10'-0.125" L PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .50011, AWWA C205 COATING Madison CorroPipo II Omni, 35 mil, AWWA C222 LAY LENGTH 9.83' TOTALLENGTH 10'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 3,200lbs 4,8841bs 4,884Ibs A 3'-6" 0 FTC 1 WS 9'-111l4" ELBOW DATA Mark: 78 PI Station 119+00.00 t1 a RADIUS WIDTH ELBOW 13.4530 6.7260 184.601 6'-11" 'D" 'C" CHK LONG CHK SHORT LENGTHS 4.356, 3.08" 10'-7.90" 9'-2,60" A 8 E F ANGLE OFFSET ONORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 3'-10 7/16" WB 101-0 /8" 3`-61/8" WS m =4 5/16" 3'-1 13/16'1 Length Tolerance +1,000" /-1.000" aY:PAYNE DATE: Mar 05, 2006 Q DRAWING #:SA-06-605-A-2020 D MATERIAL LIST SL # -OTY DESCRIPTION 1 1 Pipe: 73.875" OD, .409" TK, 504.00" L 2 1 AV: 26.011, Cis E-5 w/BF, Clr 3 124" Cis E-7 Blind Flange, 79-BF PIPE DATA REF STEEL I ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 9501 9502 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 23,838Ibs 25,102lbs NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING 3/81, 3/8" .375"J I I 11211 TYP. FLG. WELD DETAIL 9'-3 3/16" j — 3 u '%-' r- � wa I, 9-1 1 /2" 411 79 EN MARK LIST J rt 1 `-1 3/4" V-11/4" ro _ V-0 5/16" I`'. 11 7116' �. 11 1/16" c N 11 718" V-0 3/16" FT q 1 `-0 7/8" 3 y T-19/16" 1'-1 314" Length Tolerance +1.000" /-1.000" 351 Longhorn Road PIPE COMPANY Saginaw, TX 76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting BY: PAYNE DATE: Mar 05, 2006 I DRAWING #: SA-06-605-A-2021 I REV nLoNORTHWEST 0 MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73.8751, OD; .409" TK, 35'-0.001, L I PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 34.83' TOTAL LENGTH 35'-0.00" CYLINDER LINED & COATED_ TOTAL WEIGHT 11,250lbs 16,715lbs 16,71Sibs 35' `I WB -- ---- - - - -- WS �u n NORTHWEST PIPE COMPANY I Eagle Mountaln Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting MARK LIST 82 J Length Tolerance +1.00Y 1-1.000" BY:PAYNE I DATE -Mar 05, 2006 ,y REV DRAWING #:SA-06-605-A-2022 '�J Ao MATERIAL LIST PIPE DATA ELBOW DATA sL' # OTY DESCRIPTION REF STEEL ASTM A139 Mark: 83 PI Station 117+01.44 1 1 Pipe: 73.875" OD, .409" TK,16'-0.250" L 9001 LINING Cement Mortar Lining, .500", AWWA 0205 1 A a. RADIUS MIN WIDTH EL6ow 41.3920 10.348" 184.688" 7'-9" COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 °D °c` CHK LONG CHI( SHORT LENGTHS 6.745" 4.769" 17'-7.85" 13'-4.22" LAY LENGTH 15.83' TOTAL LENGTH 161-0.00" A B E F CYLINDER LINED & COATED TOTAL ANGLE 0.9530 89.0470 1.9830 88.017° WEIGHT 5,150 lbs 7,733 lbs 7,733 IN OFFSET 0.614" 57.407" 1.278" 56.743" 15'-61/16-1 5'-7 7/1 T'',; 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 7'-0118" 2'-515/16" B 16'-01 4" 1'-11 114" J WS - — — 7'-613/16" m = 61111�'-1 1/2" 1'-4 9116" 1 Length Tolerance +1.000" /-1.000" �l 351 Longhorn w TX 81 847-1402 O NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transm9ssion Pipeline � RY-PAYNE � DATE:Mar 05, 2006 Qj� R1 V [OQ ghv Saginaw, ( scar Renda Contracting DRAWING #:5A-Q6-fi05-A-2023 I 0 MATERIAL LIST PIPE DATA SL # oTY DESCRIPTION arr STEEL I ASTM A139 87 1 1 Pipe: 73.875" OD, .409" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 2 1 AV: 26.011, Cis E-5 w/BF, Cir 9501 3 12411 GIs E-7 Blind Flange, 87-BF 9502 COATING Madison CarroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 501-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 16,050Ibs 23,838lbs 24,715lbs MITER LIST NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING G H QTY MARKS ANGLE AfF/5Ef 11 87 1.497° 1,930" MARK LIST V-13/4" J J 4 rt _ 1 `-1 3/8" Q V-01/2" Ci _ 11 11/16" Q �' 11 3/8" F FT Q _ 50 - I N 2 " 34'-3 5/16 :. ML5 �� 11 11 15/16" — i 1 `-011 J16" _ — + MWB - - - - T-17/16' 1 `-1 314" 1 H 34'-211 /16" WS 318" 3/811 c L TYP. FLG. WELDDETAIL FT 3 Length Tolerance +1.000" /-1.000" no NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline ' BY. PAYNE DATE:Mar 05, 2006 1 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting I anAwmG #:`SA-06-605-A-024 � � Q MATERIAL LIST SL # OTY DESCRIPTION REF 1 1 Pipe: 73.875" 00, .4091, TK, 2T-0.00" L 9001 2 `i BO: 12.75", Tan, Cis E-5, Cir 9507 i \ 3/8„ ' 3/$,1 D R -. .375J 1/2 TYP. FLG. WELD DETAIL MLS 3'-615/16" 3'-41/2" 3-0" 2'-71/2" 2'-3 5/8" zj 2'-0 5/8" ci 1'-101/2" 1 `-91 /4" M N 1'-813/16' r G PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPlpe II Omni, 35 mil, AWWA C222 LAY LENGTH MLS 24.83' TOTAL LENGTH CYLINDER LINED & COATED 8,050lbs 11,967lbs MITER LIST MARKS MWB 25'-0.00" TOTAL 12,461 Ibs 92 G H ANVLF I OFFSET 1 1.03501 1.334" 25' MARK LIST 7'-1 13/16" - - �. - WS r� it 1 2 ,o Length Tolerance +1.000" /-1.000" NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (617) 847-14D2 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting BY:PAYNE DATE: Mar 05, 2006j I DRAWING #: SA-06-605-A-2025 REV n MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 73.875` OD, .409" TK,1 V-2.875" L REF 9001 PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AW►hWA C222 LAY LENGTH 11.06, TOTAL LENGTH 11 `-2.67" CYLINDER LINED & COATED TOTAL WEIGHT f 3,611 Ibs 5,396 Ibs 5,396 Ibs ELBOW DATA Mark: 93B P1 Station 112+55.32 A a RADIUS " MIN WIDTH " EL6ow 44.688" 111.1720 184.688" 7'-1" "D" "c" CHK LONG CHK SHORT LENGTHS 7.295" 5.158" 13'-2.22" 8'-6.11" A 8 E F ANGLE 2.2921, 87.7080 0.7710 89,229°__ OFFSET 1.478" 56,544" 0.497" 57.524" J� 6'-01511 V' ; i/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. r' 10A 0 3/16" �• 1 7`-5118" 2'-6 9/16" WB '11'-2 "18" 1'-11 5J16" WS 8'-0 318" m = 7114" 8'-7 5/8" 1'-41116" Length Tolerance +1.000" /-1.000" QNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE TDATE:Apr 10, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 I Oscar Ronda Contracting DRAWING #:SA-06-605-A-2026A Ao 2 MATERIAL LIST SL # OTY DESCRIPTION REF 1 1 Pipe: 73.875" OD, .409" TK,14'-11.6875" L 9001 14'-3 7/8" STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 14.78, TOTAL LENGTH 141-11.38" CYLINDER LINED & COATED TOTAL WEIGHT 4,815 Ibs 7,196 IDS 7,196 Ibs 0 NORTHWEST PIPE COMPANY ,��, 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 3.0 ELBOW DATA Mark: 93A PI Station 112+55.32 1 0 a RADIUS " MIN WIDTH " ELBOW 44.7101' 11,1780 184.688" 7'-10" "D" "C" CHKLONG CHK SHORT LENGTHS 7.299" 5.161" 19-7.88" 11'-11.84" A 8 E F ANGLE 1.769" 88.2310 1.28211 88.7180 OFFSET 1.141" 56.881" 0.826" 57.195" FT q t!8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. Vill 8'-61/2" T-7 7/8" WB14'-116" 3'-0 bl8" WS ^ 9'-13/4" m = 71 /4" 9'-9" 2-5 318" Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE 19ATE:Mar 05, 2006 REV Oscar Renda Contracting 1DRAWING #:SA-06=605-A-2026 �� A MATERIAL LIST SL # CITY DESCRIF110N 1 1 Pipe: 73.87511 OD, .40911 TK, 501-0.001, L 2 1 AV: 26.011, Cis E-5 w/BF, Clr 3 124" Cis E-7 Blind Flange, 100-BF NOTE: ATTACK BLIND FLANGE PRIOR TO SHIPPING "' s` V-0 7/16" x 11 9116" 11 1/4" N t 11 3/4" 1'-0111611 w 11-0 31411 11-11/2, V-1 3/4" FT q MLS PIPE DATA REF STEEL ASTM A139 100 9001 LINING Cement Mortar Lining, .500", AWWA C205 95D1 9502 COATING Madison CorroPipe It Omni, 35 mil, AWWA C222 LAY LENGTH 49.83, TOTAL LENGTH 501-0.00i, CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 23,838lbs 24,715lbs MITER LIST G I H 'Pv MARKS 4BGLF Dffsff- 11 100 1 1355°1 1.747" MWB - RNORTHWEST PIPECOMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 50, �eq MARK LIST 31�11 ' 3/81i D .375"J _H 1 J211 TYP. FLG. WELD DETAIL co d- 5'-11 1/16" 2 3 88 -_- ws F 6 Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY. PAYNF T DATE' Mar 05, 2006 REV Oscar Ronda Contracting FIDMWING #:SA-06-605-A-2027 ""' L0 a MATERIAL LIST i SL # 4TY DESCRIPTION 1 1 Pipe: 73,875" OD, .409" TK, 25'-0.00" L PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .5001I, AWWA G205 -9003 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 22.83' TOTAL LENGTH 25'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 8,050lbs 11,967lbs 11,967lbs 25' 2' F WB - - - - - i BSCTF — + i i 1 106 MARK LIST Length Tolerance +1.000" J-1.000" Y NORTHWEST PIPE COMPANJI 351 Longhorn Road Saginaw, rx 76i79 (817) e47 1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting 1118Y.PAYNE DATE: Mar05,2006 DRAWING #:SA-06-605-A-2028 I REV p _ MATERIAL LIST �# PIPE DATA MARK LIST SL QTY DESCRIPTION _ REF - STEEL ASTM A139 107 1 1 Pipe: 73.875" OD, .409" TK, 25'400" L - 9003 LINING Cement Mortar Lining, .50011, AWWA C205 -9001 2 1 BS, 74.0" ID,12.0" WD, .409" TK,107-BS 9504 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 25.00' TOTAL LENGTH 25'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 8,050lbs 11,967lbs 12,167lbs 25' 65 --- - - - 0 NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, 'TX 76179 (817)a47.1402 Ws Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting Length Tolerance +1.000" /-1.000" ay. PAYNE DATE: Mar 05, 2006 REV DRAwwe #:SA-06-605-A-2029 J — MATERIAL. LIST PIPE DATA _ MARK LIST SL # OTY DESCRIPTION REF STEEL ASTM A139 113 1 1 Pipe: 73.8751, OD, .409" TIC, 32'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 29.83' TOTAL LENGTH 32'-000" i CYLINDER LINED & COATED TOTAL WEIGHT 10,300lbs 15,291lbs 15,291lbs MITER LIST l r1TY I MARKS I AGIE ! OFFSET 11 113 3.947°1 5.09W ' 32' 2' FT % G FT CP H s Iowa WSCTF MLS 1 Length Tolerance +1.000" 1-1.000" aONORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline I By--PAYNE j DATE:Mar 05, 2006 �t REV 351 Longhorn Road Saginaw, TX 76179 (917) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-2030 1 MATERIAL LIST I SL # D1Y DESCRIPTION REF 1 1 Pipe: 73.875" 0I3, .409" TK,12'-4.8125" L 9001 PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe II Omni, 35 mii, AWWA C222 LAY LENGTH 12.21, TOTAL LENGTH 12'-4.50" CYLINDER LINED & COATED TOTAL WEIGHT 4,000 LBS 5,948 LBS 5,948 LBS ELBOW DATA Mark: 114E PI Station 103+49.45 A a RADIUS "(SIN WIDTH ELBow 44.911 ° 11.2280 184.688" 7'-2" "D° "C" CHK LONG CHK SHORT LENGTHS 7.332' 5.185" 14'-3.02" 9'-6.59" A B E F ANGLE 9,9460 80.0540 3.7470 86.253° OFFSET 6.412" 51.609' 2.415" 55.606" __ I..— � D .�\'ZI 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. __ *- �O 1 I 8'-616/16" 1 3'-8 3/8" 6'-61l16°' WB 12'--13116" 3'-1 1/16" WS -- — 9'-2114" — — m = 7 5116" 9� 9 9/16' 2'-5 3/4" Length Tolerance +1.000" /-1.000" 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY-PAYNE DATE:Apr 11, 2006 , REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-2031A 0 MATERIAL LIST PIPE DATA ELBOW DATA SL # OTY DESCRIPTION REF STEEL ASTM A139 Mark: 114A PI Station 103+49.45 1 1 Pipe: 73.875" OD, .409" TK,15'-0.250" L 9001 LINING Cement Mortar Lining, .50011, AWWA C205 A a RADIUS " MIN WIDTH 2 1130:12.75", Tan, Cis E-5, Clr 9507 ELBOW 45.291" 11.3230 184.686" 7'-10" COATING Madison COrrOPipe 11 Omni, 35 mil, AWWA C222 "O° "C" CHK LONG CHK SHORT LENGTHS 7.396" 5.23" 16'-8.7511 12'-0.03" LAYLENGTH 14.84' TOTAL LENGTH 15'-0.07" A B E F CYLINDER LINED & COATED TOTAL ANGLE 7.568" 82.4321, 6.031" 83.6960 WEIGHT 4,842Ibs 7,235Ibs 7,656lbs OFFSET 4.879H 53.142" 3.88811 54.1330 7.3 6'-41116': ` 3/8" .375"T—1/2" _I TYP. FLG. WELD DETAIL 3'-615116" 3'-4112" %1-011 _ �� 2'41 /2" 2'-3 5/8" J 2'-0 5a. © a 11-101/211 1'-91/4" m fl- T-813/1611 f 2 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 $�-6 7/8 J I� j 3,-7 318" WB ^ 15'-01 /4" 1 T-011 - W5 --- — A 91-2 � J41 — — M 7 318" 2'-4 5E8" Length Tolerance +1.000" 1-1.000" O NORTHWEST K PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE I DATE: Mar 05, 2006 REV J---L 351 Longhorn Road Saginaw, TX 76179 (817) 847.1402 Oscar Renda Contracting nRAwING #: SA-06-605-A-2031 0 r MATERIAL LIST SL # DTY DESCRIPTION 1 1 Pipe: 73.8751, OD, .409" TK, 20'-0,00" L PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison Corrofte II Omni, 35 mil, AWWA C222 LAY LENGTH 19.83, TOTAL LENGTH 2O1-0.001- CYLINDER LINED & COATED TOTAL WEIGHT 6,400lbs 9,593lbs 9,593lbs wa 20' - — — ws + 1� MAR_ K LIST 115 Length Tolerance +1.000" /-1.000" 351 Longhorn Road PIPE COMPANY Saginaw, TX76179 (817) 847-i4a2 Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting [RY:PAYNE DATE: Mar 05,2006 REV DRAWING #:5A-06-605-A-2032 D DNORTHWEST MATERIAL LIST PIPE DATA ELBOW DATA SL # OTY DESCRIPTION REF STEEL ASTM A139 Mark: 116 PI Station 103+06.40! 1 1 Pipe: 73.8751, OD, .4091, TK,10'-0.125" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 I A a RAo1uS WIDTH ELBOW 9.3550 4.67r 184.688" 6'-5" COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 "rY' "C" CHK LONG CHKSHORT LENGTHS 3.022" 2.137" 10'-5.81" 9'-5.78" LAY LENGTH 9.83' TOTAL LENGTH 10'-0.00" A B E F CYLINDER LINED & COATED TOTAL ANGLE WEIGHT 3,200 Ibs 4,884 lbs 4,884 ibs OFFSET i 1 + INB - I WS + 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1'-9114' i WB * 1 EP-01 8" 1'-61/4" _ WS -m S 1'-31 /4" _ Length Tolerance +1.000" 1-1.000" NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline I BY:PAYNE DATE:Mar05,2006OCA REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #:SA-06-605-A-2033 MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 73.8751, OD, .409" TK, 50'-0.00" L 2 1 AV: 26.011, CIS E-5 w/BF, Clr 3 124" Cis E-7 Blind Flange, 138-BF NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING ` 3 J8' 318" D L .375"T 1 J2 TYP. FLG. WELD DETAIL FT q MLS PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 9508 9502 COATING Madison CorraPipe Ii Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 23,B38lbs 24,7151bs MITER LIST G H QTY MARKS ANGLE OFFSET �1 138 1 0.80301 1.035" Mwn 50' 38'-8 5/16" 2 H ,: G— NORTHWEST PIPE COMPANY jj� ,�, 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 138 MARK LIST 1'-13/4" 1'-17/16" 1'-0 5/8" m 11 13/16" o 11 1/2" a cv FT 3 wS + Length Tolerance +1.000" / . .000" Eagle Mountain Raw Water Transmission Pipeline nY:PAYNE DATE: Mar 05, 2006 I (w)%Ao REVOscar Renda Contracting DRAWING #:SA-06-605-A-2034 MATERIAL LIST PIPE DATA MARK LIST SL # OTY DESCRIPTION REF STEEL ASTIM A139 154 1 1 Pipe: 73.875" OD, .409" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 2 1 AV: 26.0", Cis E-5 w/BF, Clr 9501 3 124" Cis E-7 Blind Flange,164-BF 9502 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 501-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 16,050lbs 23,838lbs 24,7151bs MITER LIST 3%8 1, ` NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING I G H 1�7Y MARKS ANGLE OFFSET 1 154 1.289°] 1.662" L .375"T^ 112�� TYP. FLG. WELD DETAIL 5/16" n V-0 7/16" x 11 5/8" v c 11 114' N FT 50' FT (k 5'-11 3116_" 2 3 2 MLS 8y '�o 1'-0 3/4" + — MWB - - - - - - - - - . _.. WS -- t 1 `-1 1/2" V-1 3/4" 1 6` H —� G Length Tolerance +1.000" 1-1.000" NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipekine BY:PAYNE � DATE; Mar05, 2006 I REV 351 Longhorn Road Saginaw, TX 76179 (B17) 847.14U2 Oscar Ronda Contracting DRAWING #:SA-06-605-A-2035 � �� MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73,87511 OD, .409" TK, 50'-0.00" L 2 1 BO:12.75", Tan, GIs E-5, Clr 310H � P L .375" a 1/2" TYP. FLG. WELD DETAIL DATA MARK LIST _PIPE REF STEEL ASTM A139 160 9001 LINING Cement Mortar Lining, .500", AWWA C205 9507 3'-615/1 �E COATING Madison CorroPipe II Omni, 35 mii, AWWA G222 3'-41/211 LAY LENGTH 49.83' TOTAL LENGTH 501-0.0011 31-011 - = 21-71/211 CYLINDER LINED & COATED TOTAL - 21-3 5/81E WEIGHT 16,050lbs 23,838 Ibs 24,3321bs —� MITER LIST . _ _ 2'-0/8" -101/2" o d oTY I MARKS ANGLE OFFS 1'-9114" c 3 m 11 160 1 0.711°1 0.917" 1'-813/16" Y d 50, FT q 2 MLS T Il it � MLS MWB - - - - - - - - �1�., - - wS + 1 Length Tolerance +1.000" / -1.000" 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline sY:PAYNE DATE. Mar 05,2006 J $ REV 351 Longhorn Road Saglnaw, TX 76179 (8i7) 847-W2 Oscar Renda Gontracting DRAWING #:SA-06-605-A-2036 0 _ MATERIAL LIST _ PIPE DATA _ SL # OTY DESCRIPTION REF STEEL ASTM A139 1 2 Pipe: 73.875" OD, .318" TK, 59-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 2 2 PH1: 3.0" Half Cplg, Class EH, Clr w/Plug 9506 COATING Madison CerroPipe li Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lbs 18,500lbs 18,500lbs l 2 wa - - - - 50, 46' h 173 185 MARK LIST IT I'k Length Tolerance +1.000" /-1.000" p NORTHWEST PIPE COMPANY 351 Longhom Road Saginaw, TX 76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline I BY:PAYNE FDATE:Apr 10, 2006 Oscar Renda Contracting DRAWING #:SA-06-605-A-2037A qq f ,!Ol REV MATERIAL LIST SL 0 QTY DESCRIPTION 1 1 Pipe: 73.875" 01, .318" TK, 25'-0.00" L fI Il i PIPE DATA REF STEEL ASTM A139 216 9001 LINING Cement Mortar Lining, .500", AWWA 0205 COATING Madison CorroPipe it Omni, 35 mil, AWWA C222 LAY LENGTH 24.83' TOTAL LENGTH 2&-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 6,250lbs 9,250lbs 9,250lbs 25' WB — — — -- — - _ _ WS b MARK LIST Length Tolerance +1.000" /-1.000" 351 Longhorn Road PIPE COMPANY Saginaw, TX 76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Renda COntracting BY;PAYNE DATE -.Apr 11, 2006 DRAWING #:SA-06-605-A-2037B REV A QNORTHWEST 0 h MATERIAL LIST PIPE DATA 5L # OTY DESCRIPTION REF STEEL ASTM A139 1 119, Pipe: 73.875" OD, .318" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .50011, AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lbs 20,292lbs 20,292lbs 50' MARK LIST 164 165 166 167 168 169 170 171 172 174 175 176 177 178 179 180 181 182 183. 184 188 189 190 193 194 195 196 197 198 199 202 203 204 205 206 207 208 211 212 213 214 215 218 219 220 221 222 223 224 227 228 229 230 231 232 233 236 237 238 239 240 241 242 243 244 245 246 250 251 252 253 254 255 256 257 258 261 264 265 266 207 268 269 270 271 274 275 276 277 278 279 280 281 282 284 288 289 290 291 292 293 294 298 299 300 301 302 303 304 305 306 308 309 312 313 314 317 318 319 -1 --- Ws — + — Length Tolerance +1.000" /-1.000" NORTHWEST 351 Longhorn Road PIPE COMPANY Saginaw, TX 76179 (817) 847-1442 Eagle Mountain Raw WaterTransmission Pipeline Oscar Ronda Contracting I BY:PAYNE DATE:Mar05, 2006 REV I DRAWING #:SA-06-605-A-2037 nA MATERIAL LIST SL # QTY DESCRIPTION 1 16 Pipe: 73.8751, OD, .318" TK, 50'-0.00" L PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 49.83, TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500Ibs 20,292lbs 20,292lbs FT ri 50' ML5 + MWB - - - - - P 1 H no. NORTHWEST PIPE COMPANY 351 Longhorn Road 5agfnaw, TX 76179 (817) 847-1402 Ws MARK LIST 186 187 200 201 210 226 234 235 260 262 263 283 286 287 307 316 QTY 1 186 1 187 FT __ 1 200 1 201 1 210 1 226 1 234 1 235 — } 1 260 1 262 1 263 1 283 1 286 1 287 1 307 1 316 MITER LIST MARKS G I H OFF$U jANGLE 0.8580' 1.107" 0,8460 1.092" 1,6860 2.175" 1.3530 1.745", 0.7960 1.026" 1.261 ° 1.626" 2.4110 3.111" 1.449° 1.869" 3.4800 4.493" 0.8130 1.048" 2.4490 3.160" 1.0360 1.336" 3.001" 3.873" 1.6880 2.177" 2,4500 3.161" 1.4110 1.820" Length Tolerance +1.0001, Eagle Mountain Raw Water Transmission Pipeline � aY:PAYNE DgTE:Mar 05,'2006 REV Oscar Renda Contracting I DRAWING #:SA-06-605-A-2038 IDS Q 1 0 E MATERIAL LIST PIPE DATA_ ELBOW DATA. _ SL # OTY DESCRIPTION REF STEEL ASTM A139 Mark: 273 PI Station 25+00.00 1 1 Pipe: 73.875" OD, .318" TK, 491-7.4375" L 9001 LINING Cement Mortar Lining, .500" , AWWA C205 a « RADIUS WIDTH ELBOW 4.1450 2.072" 184.688" 6'-10" COATING Madison CorroPipe li Omni, 35 mil, AWWA C222 "D" 'C" CHKLONG CHKSHORT LENGTHS 1.337" 0.945" 49'-9.761, 49'-4.41" LAY LENGTH 49.44' TOTAL LENGTH 491-7.3125" A 8 E F CYLINDER LINED & COATED TOTAL ANGLE WEIGHT 12,400lbS 20,301lbs 20,301lbs OFFSET FT q 49'-71 /16" FT q WB — - =M - - - - - _ --- WS 40'-5 5/16" O NORTHWEST PIPE COMPANY 351 Longhorn Road Saghaw, TX 76179 (817) 847-1402 Q 6 9'-2" 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. T19-3 7/16" WEI 49'-7 7/16" � 9'-21/81, _ WS in = 1 5/16" 1 9'-013/1611 Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE:Apr 11, 2006 REV Oscar Renda Contracting DRAWING #:SA-06-605-A-2039A �� Ao MATERIAL LIST PIPE DATA SL # QTY l DESCRIPTION REF STEEL ASTM A139 1 6 Pipe: 73.875" OD, .318" TK, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 cowiw Madison CorroPipe 11 Omni, 35 mil, AWWA G222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lbs 20,292lbs 20,292lbs 50' FT q a H + — MWB - -- - - n MLS n no NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 - WS 1 MARK LIST 191 192 248 249 296 297 1 248 FT q 1 249 1 296 I 1 297 MITER LIST G H MARKS ANGLE OFFSET _ 1.741" 2.246" 1.135" 1.463" 2.2000 2.838" 1.8850 2.432" 1.17801 1.519" 1.400° 1.805" Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline By. PAYNE 1 DATE: Mar 05, 2006 ( REV Oscar Ronda Contracting DRAWING #:SA-06-605-A-2039 0110k,A MATERIAL LIST SL # OTY DESCRIPTION! 1 1 Pipe: 73.875" OD, .318" TK, 50'-0.00" L { 2 1 AV: 26,011, Cis D-2 w/BF, Gir 3 1 24" Cis D-7 Blind Flange, 209-BF PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .50011, AWWA C205 9508 A 9511 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83` TOTAL LENGTH 501-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lbs 20,292lbs 02,862lbs NOTE; ATTACH BLIND FLANGE PRIOR TO SHIPPING i 3/811 .375"J 1/2" _ 1'-13/4" V-1 7/16" TYP. FLC. WELD DETAIL 1'-0 5/8" m 7 11 13/16" 11 1l2" o WB CV 2 REVISIONS �'Lv DESCRIPTlOt[ BY DATE 1 CHANGED BF REF FROM 9502 TO 9511 CJ R 4-25-06 NORTHWEST PIPE COMPANY no 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 50' 2 1 MARK LIST 209 25`-11 1/4" f. WS a Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY.PAYNE DATE: Mar 05, 2006 REV Oscar Ronda Contracting DRAWING #:SA-06-605-A-2040 A n u _ MATERIAL LIST PIPE DATA SL —# OTY DESCRIPTION REF STEEL ASTM A139 217E 1 1 Pipe: 73.875" OD, .318" TK, 25'-2.52,, L 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 25.04' TOTAL LENGTH 25'-2.52" CYLINDER LINED & COATED TOTAL WEIGHT 6,300lbs 9,350lbs 9,350lbs MITER LIST G H QTY MARKS ANGLE OFFSET 11 217 1.795°1 2.316" M LS 25'-21/2" MWB------- - - -- - -- WS 1 MARK LIST Length Tolerance +1.000" /-1.000" NORTHWEST 351 longhorn Road PIPE COMPANY Saginaw, TX 76179 (B17) 847-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting sY:PAYNE � DATE:Apr 11, 2006 � 10 REV DRAWING #:SA-O6-605-A-2041 A l [3 �J _41 " Y MATERIAL LIST SL # CITY DESCRIPTION REF 1 1 Pipe: 73.875" OD, .318" TK, 50'-0.00" L 9001 2 1 BO: 12,7511, Tan, CIS D-2, Clr 9507 >/ r 3 $,� L\ .375" T ( 1/2" TYP. FLG. WELD DETAIL 5' PIPE DATA STEEL ASTM A139 J 217A LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPiP e 11 Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500Ibs 20,292lbs 20,731lbs MITER LIST G H CITY I MARKS 1 ANGLE OFFSET 11 217 j 0.749° 0.9651E all 2 MLS I t t1 I �ti tt MLS i - MWB - -- - - 1 ❑NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline -- 351 Longhorn Road Saginaw, TX 76179 (817)847-1402 Oscar Renda Contracting MARK LIST 3'-7 3/8" �3'-4 3/4" 3'-01 /8" 2'-7 5/8" 2'-3 3/4" 2'-011 /16" o 1'-10 9/161, o V-9 5/16" m _ 1'-8 7/g° r M f FT q WS i� �i r .o -'r Length Tolerance +1.000" 1-1 000" eY:PAYNE DATE: Mar 05, 2006 I�� REV DRAWING #:SA-06-605-A-2041 I L_\ e- 0 MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73.875" OD, 318" TK, 50'-0.00" L 2 1 AV: 26.011, GIs D-2 w/BF, Clr 3 1 24" GIs D-7 Blind Flange, 225-BF PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 9501 A 9511 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12 500 Ib5 20 292 lbs 20 826 Ibs NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING 1 5' V-13/4" 4 1'-15/16" LO f V-0 112" C 11 1111 &" x 11 5116" �� 2 i 11 5/8" 11 15/16" T-01Ill 6" 1'-17/16" 1'-13/4" MITER LIST j I G H QTYI MARKS ANGLE OFFSET 11 225 1.075°1 1.386"1 50' MWB - - — - - - - 1 H -- G REVISIONS qREV ©F.SCR1PilON BY SATE 1 CHANGED BF REF FROM 9502 To 9511 011 I4-25-06 NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817)847-1402 225 MARK LIST 3/8" D i 3/8" 8"A I .375"T- 112" TYP. FLG. WELD DETAIL 5'-11 3/8" 2 r� I� •2�r - Ws I X Length Tolerance +1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE:Mar 05, 2006 REV Oscar Renda Contracting I DRAWING #:SA-06-605-A-2042 I ,� I -------------- -- - - MATERIAL LIST SL # 4TY DESCRIPTION 1 1 Pipe: 73.875" OD, .318" TK, 50`-0.00" L 2 1 B0: 12.75", Tan, GIs D-2, Cir 3/Q" .375"]— I I 1/2" TYP. ELG. WELD DETAIL PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 9507 COATING Madison CorroPipe lI Omni, 35 mil, AWWA 0222 LAY LENGTH 49.831 TOTAL LENGTH 50'-0.001, CYLINDER LINED & COATED TOTAL WEIGHT i 12,500 ibs 20,292 Ibs 20,731 lbs MITER LIST G H QTY MARKS ANGLE - -OFFSET I 11 247 13.75001 4.84211 181-41/1611 501 2 MLS II lI << tr MLS MWB — — — — .. — — — 1 H C NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline _I--L 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting 247 MARK LIST 3-7 3/8" 3-4 3/4" 3'-01/8" - - 2'-7 5/8'1 21-3 3/411 2'-011 /16" c V-10 9/16" _, V-9 5/16" f11-8 7/8" '- M f 2 WS Length Tolerance +1.000" /-1.000" sY:PAYNE DATE: Mar 05, 2006 �OZ -- - REV DR.awi% #:SA-06-605-A-2043 0 I MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73.875" OD, .318" TK, 50'-0.00" L 2 1 AV: 26.011, Cis D-2 w/BF, Clr 3 1241, Cis D-7 Blind Flange, 259-BF PIPE DATA REF STEEL ASTM A139 259 9001 LINING Cement Mortar Lining, .500", AWWA C205 9501 n 95111 coA-nNa Madison CorroPipo 11 Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lbs 20,292lbs 20,862lbs NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING MITER LIST V-1 3/4" m 1 `-01 /16" x 11 3/16" o Lo 1'-01/8" 1'-0 3/8" a R QTYMARKS ANGLE I OFFSET 11 259 11.270- 11.638" 1 L r r O 471j MARK LIST 318„ 3/8" L .375" J TYP. FLG. WELD DETAIL 5'-9 7I16[1- MW8 � - WS i It-1 3/4" YG� REVISIONS REV DESCRIPTION BY DATE 11 CHANGED BF REF FROM 9502 TO 9511 CJ R I q-25-0G Length Tolerance +1.000" I-1.000" �O NORTHWEST PIPE COMPANY Eagle Mountain flaw Water Transmission Pipeline BY:PAYNE � DATE: Mar 05,2006 � .1�0 REV 1j L 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #.SA-06-605-A-2044 MATERIAL LIST I SL # OTY DESCRIPTION REF 1 1 Pipe: 73.875" OD, .318" TK, 50'-0.125" L 9001 2 1 BO:12,75", Tan, GIs D-2, Gir 9507 WB - - PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA 0205 COATING Madison CorroPipe II Omni, 35 mil, AWWA 0222 LAY LENGTH 49.831 TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,594lbs 20,441lbs 20,796lbs 49'-11 3/4" 1 D 10t 5 T - 39'-61/8" on back 12-61/16" I ELBOW DATA Mark: 272 PI Station 25+80.00 Q a RADIUS WIDTH ELBOW 3.9223 1.96113 184._688" 6'-11" ;'D° "C° CHK LONG CHK SHORT LENGTHS 1.265" 0.894" 50'-2.29" 49'-9.24" A B E F ANGLE OFFSET WS 4'-0 13/16" 31-7 3/8" 3'-4 3/4" 2'-7 5/8" 2'-3 3/4" 2'-011/16' ci 1'-10 9/16" o 1'-9 5/16" CYD 1'-8 7/8" r } I 2 7I8 - 118" ADDED TO EACH MITER GUT FOR LAYOUT ONLY. i /8t1 " b 1 10'-71/4" -� 3 WS 50-01/81, 10'_6 WB .375"T— I 1/211 TYP. i=LO. WELD DETAIL Length Tolerance +1.000" /-1.000" NORTHWEST PIPE COMPANY 1=agie Mountain Rawl�laterTransmission Pipeline By.PAYNE DATE: Mar 05, 2006 l e REV j-4, 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #: SA-06-605-A-2Q45 j A 3 MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 73.8751, OD, .318" TK, 50'-0.00" L 2 1 AV: 26.011, CIS D-2 w/BF, CIr 3 1 24" CIS D-7 Blind Flange, 285-BF REF 9001 9501 n 9511 NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING 1'-13/4" _ 11-15/16" ti 1'-0 3/8" x 11 3/16" co N i 2 FT 11 13/16" MLS 1°-a 1116° 11-013/161, 1'-11/2" + — V-1 3/4" MWB PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .50011, AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA 0222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lb5 20,292lbs 20,862lbs MITER LIST C, H QTY1 MARKS ANGLE OFFSET 11 285 l 1.373°1 1.770" 50' c� 285 W I::; - MARK LIST ` 3 J811 4 3/811 .375"T _H 1 /2" TYP. FLG. WELD DETAIL 5'-1013/16_" 2 8'9 •ago Ws J 6' REVISIONS REV DESCRIPTION By I DATE 1 CHANGED BF REF FROM 9502 TO 9511 CJ R 14-25-06 — Length Tolerance +1.000" /-1.000" NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline eY:PAYNE DATE: Mar 45, 2006 REV Oscar Ronda Contracting DRAWING #:SA-06-605-A-2046 ,�-1, 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 �� _ 4 J Y MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 73.8751, OD, .318" TK, 50'-0.00" L. 2 1 B4:12.75", Tan, Cis D-2, Clr MLs i 3/811 ' 3l8" 3§ L .375"T 11 1/2" TYP, FLG. WELD DETAIL MILS PIPE DATA REF STEEL ASTM A139 1 295 9001 LINING Cement Mortar Lining, .500", AWWA G205 9507 COATING _Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,5001bs 20,292lbs 20,731Ibs MITER LIST G I H QTY MARKS ANGLE OFFSET 1 295 3.096-� 3.996" 27'-2 3/4" MARK LIST 3'-7 3/g" 3'-4 3/4" 341 /$" 2'-7 5/8" T-3 3/4" 2'-011/16" o 1'-10 9/16" J d a 1'-9 5/16" 1'-8 7/8" m r 2 f H ''! C. Length Tolerance +1.000" /-1.000" NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline aY:PAYNE � DATE: Mar 06, 2006 � REV 351 Longhorn Road Saginaw, TX 76179 (817) $47-14p2 050ai Renda Contracting DRAWING: SA-Ofi-605-A-2047 I 110 A u a MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73,875" OD, .318" TK, 30'-0.00" L PIPE DATA_ REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA 0205 cowiNG Madison CorroPipe li Omni, 35 mil, AWWA C222 LAY LENGTH 27.83' TOTAL LENGTH 30'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 7,500 lbs. 12,214 ibs 12,214 ibs 310 30, 2' U I I BNB — - — — — — — —� wSGTF + i i I 1 MARK LIST Length Tolerance +1.000" l-i.000" DNORTHWEST 351 Longhorn Road -- ,. PIPE COMPANY Saginaw, TX76179 (e17) a47-14o2 r. Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting sY:PAYNE � DATE: 05, 2006 ( � REV DRAWING #:SA-06-605-A-2048 I E MATERIAL LIST _ _....._.. PIPE DATA ELBOW DATA _ SL # OTY DESCRIPTION REF STEEL ASTM A139 Mark: 331 Pi Station 0+39.98 1 1 Pipe: 55.625" OD, .312" TK, 15'-0.250" L 9001 LINING Cement Mortar Lining, .500", AWWA 0205 e a RADIUS WIDTH 2 1 Hamess, Ring, 250 PSI, 55.6251, OD 9509 ELBOW I 39.663" 9.916' 139.063" 7`-8" COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 "D" "C" CHKLONG CHK SHORT - LENGTHS 4.862" 3.438" 151-11.88" 121-10.34" LAY LENGTH 14.83' TOTAL LENGTH 15'-0.001, A 8 E F CYLINDER LINED & COATED TOTAL ANGLE 41.4350 48.5650 49.1690 40.8311, WEIGHT 2,7501bs 6,189lbs 6,689lbs OFFSET 20.113" 23.574" 23.867" 19.8201, ONORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 6'-11 3/4" 3'-8 5/8" _ I WB-15'-01 4" 3'-313116 kHPE L m = 413/16" 1 7'-9 3/8" Length Tolerance +1,000" f-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:.PAYNE DATE. -Mar 05, 2006 4 REV Oscar Renda Contracting oRAwING #:SA-06-605-A-2058 y� n MATERIAL LIST SL # 01Y DESCRIPTION 1 1 Pipe: 73.8751, OD, .31811 TK,15'-0.1875i1 L -------- PIP.... E DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe Il Omni, 35 mil, AWWA C222 LAY LENGTH 14.83, TOTAL LENGTH 141-11.9411 CYLINDER LINED & COATED TOTAL WEIGHT 3,752lbs 6,138lbs. 6,138lb5 '6'-413/161, 01 n 7)J11 ELBOW DATA Mark: 311A PI Station 6+54.36 Q a RADIUS l 'MIN WIDTH ELBOW 1 45.155" 11.289' 184.6$$" I 7`-1DIE 'D" 'C" CHK LONG CHK SHORT LENGTHS 7.37311 5.214" 16'-8.54" 111-11.961E A B E 1 ANGLE OFFSET 1J8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 I T-7 9/16" I T-8 5/113" W8 y WS A--2 7J8° — —_ m = 7 5/16" 1 9'-10 3/16" Z-5 11/16'� Length Tolerance +1.000" / -1.000" 0 NORTHWEST RTHW EST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline FIDRIAWIN6#:SA-06-605-A-2049 PAYNE DATE: filar 05, 2006 REV rL 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting 0a-_ MATERIAL LIST PIPE DATA_ SL # OTY DESCRIPTION REF STEEL ASTM A139 315 1 1 Pipe: 73,875" OD, .318" TIC, 50'-0.00" L 9001 LINING Cement Mortar Lining, .500", AWWA C205 2 1 AV: 26.0", Cis D-2 w/BF, CIr 9508 3 12411 Cis D-7 Blind Flange, 315-BF Al 9511 COATING Madison CorroPipe Il Omni', 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 12,500lbs 20,292Ibs 20,862lbs NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING \ 3/811 ' 3/88" .375"T-- 1/2" 1'-1 3/4" ¢ TYP. FLG. WELD DETAIL 1 `-1 7/16" 1 `-0 5/8" LO M _ 11 13/16" o - -Ik 11 1/2" a rD C\I WB - { REVISIONS IREV DESCRIPTION RY DATE I ICHANGED BF REF FROM 9502 TO 9511 ICJ R } 4-25-06 6' 3 2 50' ONORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting MARK LIST n ws 4:'rT Length Tolerance +1.000" /-1.000" BY:PAYNE DATE: Mar 05, 2006 ' L17 REV DRAWING #:SA 06 605 A-2050 1 MATERIAL LIST SL # OTY DESCRIPTION REF 1 1 Pipe: 73.875" OD, .318" TK, 50'-0.00" L 9001 2 1 130:12.75", Tan, Cis D-2, Clr 9507 3/8" ' 3/811 D \\ .375"] 1 112" r TYP. FLG. WELD DETAIL 0 PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .50011, AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 49.83' TOTAL LENGTH 50'-0.00" CYLINDER LIMED & COATED TOTAL WEIGHT 12,500Ibs 20,292Ibs 20,731Ibs MITER LIST G I H QTY I MARKS I ANGLE OFFSET 11 320 0.990°1 1.276" MLS MLS i — MWB - - - I-i a NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 MARK LIST 320 24'-4 7/8" 3'-7 3/8" 3'-4 3/4" 3'�-0 1 /8" _ 2'-7 5/81I = 2'-3 33/411 _ 2'-011/16" o 1'-10 9/16" C 1'-8 7/811 T � I �n 0 Length Tolerance -I-1.000" /-1.000" Eagle Mountain Raw Water Transmission Pipeline �' BY:PAYNE I DATE: Mar 05, 2006 1 REV Oscar Renda Contracting DRAWING #:SA-06-605-A-2051 1 0 MATERIAL LIST SL # RTY DESCRIPTION 1 1 Pipe: 73.875" OD, .318" TK,12'-8.875" L PIPE DATA REF STEEL ASTM A139 9001 LIKING Cement Mortar Lining, .50011, AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 12.51' TOTAL LENGTH 12'-8.18" CYLINDER LIMED & COATED TOTAL WEIGHT I 3,174 Ibs 5,193lbs 5,193 lbs NORTHWEST PIPE COMPANY rZ 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting ELBOW DATA Mark: 321E P1 Station 1+70.00 A a RADIUS ' MIN WIDTH " ELBOW 45.162" 11.291° 184.688" 71-311 V "C" CHKLONG CHKSHORT LENGTHS 7.375" 5.215" 141-6.53" 9'-9.80" A B E F ANGLE 0.9410 89.059° 1.070° 88,9301 OFFSET 0.6071E 57.414" 0.690" k 57.331" 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 1 a'-9 91v 1 3'-10 5/16' WS 12'-8 18" 3'-3" WB 9'-4 7M" m = 7 5116" 10� '-0 3/16" Z-711/1 Length Tolerance +1.000" /-1.000" BY-,PAYNE DATE.Apr 11, 2006 REV DRAWING #.SA-06-605-A-2052A 1 0 MATERIAL. LIST -- 1 SL # OTY DESCRIPTION REF 1 1 Pipe: 73.8751, OD, .318" TK, 171-8.8125" L 9001 4419 PIPE DATA STEEL ASTM A139 LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 17.55' TOTAL LENGTH I 17'-8.57" CYLINDER LINED & COATED i TOTAL WEIGHT 4,435lbs 7,255lbs I 7,255lbs MITER LIST G H I MARKS ANGLE OFFS FI ANGLE I OFFSET 321A 0.687°1 0.885"1 0.000°j 0.000" Q NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting - ELBOW DATA Mark: 321 A Pi Station 1 +70.00 4 RADIUS MIN WIDTH ELBOW 45.1521, 11.288c' 184,6881, 8'-31t "D" "CI, CHK LONG CHK SHORT LENGTHS 7.373" I 5.213" _ 19`-3.61 " 14'-7.32" A B E F ANGLE 0,2420 89.7580 0.44811 89.552° I¢ OFFSET 0.156" 57.8651, 0.289" j 57.7321, 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 8'-7 9/16" I 13 -8 5/16 MWB-17'-813116" 3`-1" MWB— WS 9'-2 7/8" � j m = 7 5116" 1 9'-10 3/16" j 2'-5 11/1T Length Tolerance +1.000" /-1.0001, BY:PAYNE I DATE: Mar05, 2006 - - REV .- DRAWING #:SA-06-605-A-2052 � � A MATERIAL LIST I SL I # CITY I DESCRIPTION 1 1lPipe: 73.875" OD, .3181, TK, 20L0.00" L II PIPE DATA REF STEEL ASTM A139 322 9001 LINING Cement Mortar Lining, .50011, AWWA C205 �-9003 c0A7NG Madison GorroPipe ii Omni, 35 mil, AWWA 0222 LAY LENGTH 17.83' TOTAL LENGTH 20'-0.00" CYLINDER LINED & COATED TOTAL WEIGHT 5,000 ibs 8,175 ibs 8,175 lbs 441 2' t WB - - - - —E-- BSCTF E 1 I MARK LIST Length Tolerance +1.000" /-1.000" FNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE: Mar 05, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817j 847-1402 Oscar Renda Contracting _ _ — -- - _ _ I DRAWING #: SA-06 605-A 2053 Qa 1 MATERIAL LIST SL # QTY DESCRIPTION 1 1 Pipe: 73.875" OD, .318" TK, 121-5.50" L 2 1 BUE: 76.375" OD x 74" ID x 8" WIDE PIPE DATA REF I STEEL ASTM A139 1327E 9001 LINING Cement Mortar Lining, .500", AWWA C205 -9003 9512 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 Q LAY LENGTH 12.29' TOTAL LENGTH 12'-5.50" CYLINDER LINED & COATED TOTAL WEIGHT 3,1151bs 5,146lbs 5,146Ibs 12'-51/2" WB — 41) SEE 7 / BUE DETAIL A BUE REVISIONS pEV DESCRIPTION BY I DATE 2 ADDED REF TO DWG 9512 DWH 05-04-06 { 1 ADDED BUE, BITE DETAIL and RELEASED FROM HOLD_ DWH 05-03-06 _. a(NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Rertda Contracting MARK LIST 8" BARE & GRIND SEAM 3/16" 3/16" 2 NOTE: EXTEND x���\\\\`� COATING TO y`••�.j���-t ,%F BACK OF BUE. /i IE NOTE: `F EXTEND BUE DETAIL A LINING TO END OF PIPE. Length Tolerance +1.000" /-1.000" BY:PAYNE DATE:Mar 09, 2006 l,REV DRAWING #:SA-06-605-A-2054A } u MATERIAL LIST sL ## QTY DESCRIPTION 1 1: Pipe: 73.875" OD, .318" TK, 24'-4" L 2 1 BS: 74" ID, 12" WD, .318" TK, 323-BS PIPE DATA REF STEEL ASTM A139 323 9003 LINING Cement Mortar Lining, .500", AWWA C205 -9001 9504 coATING , Madison CorroPipe 11 Omni, 35 mil, AWA C222 LAY LENGTH 24.33' TOTAL LENGTH 24'-4" CYLINDER LINED & COATED TOTAL WEIGHT 6,250lbs 9,250lbs 9,250lbs as 24'-4" b MARK LIST Length Tolerance +1.000" / -1.000" O NORTHWEST PIPE COMPANY ,n,351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting � BY:PAYNE. � DATE:Mar 05, 2006 DRAWING #:SA-06-605-A-2054B 02'-�REV G MATERIAL LIST PIPE DATA MARK LIST SL # QTY DESCRIPTION REF STEEL ASTM A139 324 325 326 327A 1 4 Pipe: 73.875" O0, .318" TK, 25'-0.00" L 9001 LINING Cement Mortar lining, .500", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 24.83' TOTAL LENGTH 25'-0.00" CYLINDER LINED & COA1E0 TOTAL WEIGHT 6,250lbs 10,194lbs 10,194lbs OaNORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817)847-1402 01 Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting Length Tolerance +1.000" l-1.000" BY:PAYNE ! DATE: Mar 05,2006 ,� REV DRAWING #:SA-06-605-A-2054 Lo MATERIAL LIST PIPE DATA SL # QTY DESCRIPT;ON REF STEEL ASTM A139 328 1 1 Pipe: 55.625" OD, .261" TK, 9'-11" L 9003 LINING Cement Mortar Lining, .500", AWWA C205 2 1, BS, 55.75" ID, 12.0" WD, .261" TK, 328-BS A 9504 3 1 AV: 2.0" Half Cplg, MUELLER, CIr 9506 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 - 4 154" Cis E-5 Ring Fig, FF 9004 * 5 1 *DISMANTLING JOINT, KO" NOM, 42ksi MID -RING LAY LENGTH 9.95' TOTAL LENGTH 9'-11.37" CYLINDER LINED & COATED TOTAL WEIGHT 1,550lbs 2,640lbs 3,940lbs 0 ` 1/411 . 1 /411 P i .26111j ~— 3/811 TYP. FLG. WELD DETAIL l REVISIUN5 #AEVII OESC�TQ'1--_--__- --- 6Y OAii I14REYi3EOMWDERTHICIChES5T0.251° IZ N=5 ONORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 78179 (817) 847-1402 9'-11 3I8" FT q 3 BS — - - F1g - - + 1 MARK LIST E Length Tolerance +1.000" 1-1.000" Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE I DATE:Mar 05, 2006 I . OVREV Oscar Renda Contracting DRAWING #:SA-06-605-A-2055 u MATERIAL LIST PIPE DATA MARK LIST _ SL # QTY DESCRIPTION T REF STEEL ASTM A139 329 1 1 Pipe: 55.625" OD, .261" TK, 9'-3.88" L 0 9001 LINING Cement Mortar Lining, ,500", AWWA C205 2 15411 GIs E-5 Ring Fig, FF 9004 3 1 OT: 38.0", Cis E-5 w/BF, CIr 9501 COATING Madison CorroPipe Il Omni, 35 mil, AWWA C222 4 1 36" Cis E-7 Blind Flange, 329-BF 9505 LAY LENGTH 9.35' TOTAL LENGTH 9'-4.20" CYLINDER LINED & COATED TOTAL WEIGHT 1,450lbs 2,470IDS 4,275lbs NOTE: ATTACH BLIND FLANGE PRIOR TO SHIPPING J J 1 /4" \K� T-611 /16" 1 /41, D 1 `-5 3/8"10 \ 9'-4 3/16" 1' _ -211/16" X \ \ - . „�i FT rk 5'-6 71$`� FT Q � 1'-01/4" o .261 _ II 3/8 4 - 11 5/16" m TYP. FLG. WELD DETAIL U, ��9 3 3 so�o m '-' Fig 1 Ws m 11 11116" (D2-____'— - ' 1'-0 9116" 3/8" 1 1'-21-5/161, 3J8\ 1'-51/2" I\ \ 5'-71/4" 1'-6 11/16" .375"T 1/2" TYP. FLG. WELD DETAIL REVISIDNS lv Dtaml 8T ",l� Length Tolerance +1.000" /-1.000" 1 REVISE�CY MERTHUNESSTO.261' IAFP 6113A61 - -- NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE � DATE -.Mar 05, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #,SA-06-605-A-2056 � ,�� 1 MATERIAL LIST PI -PE DATA_ SL # OTY I DESCRIPTION REF STEEL ASTM A139 1 1 Pipe: 55.625" OD, .251" TK, 4'-3.875" L 0 9001 LINING Cement Mortar Lining, .500", AWWA G205 COATING Madison CorroPipe 11 Omni, 35 mil, AWWA C222 LAY LENGTH 4.13' TOTAL LENGTH 4'-3.59" CYLINDER LINED & COATED TOTAL WEIGHT 670lbs 1,145lbs 1,145lbs A 4'-2 7/16 V-21/16" W>x 1 f n yVS 13/16,f r' 001/76r1 REVISIONS ocscN. yI m "nrc 11REMEDOUNDERTH1CUESS77261' kREP I W1.111 — a NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Rentla Contracting ELBOW DATA Mary: 330 P1 Station 0+30.00 A a RADIUS WIDTH ELBOW 28.8010 7.200° 55,625" 5'-3" -D" "C" GH( LONG CHK SHORT LENGTHS 3.514" 2.485" 5'-4.27" 3'-0.63" A B E F ANGLE OFFSET 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. I 2r -1 5/8" 1I 1-6711fir r1 WS 4'-3 781'-215/16" - .. WB 2'-5 1/8" m 31/2" ! 2'-8 5/8" 11 7/16" -1 Length Tolerance +1.000" 1-1.000" BY:PAYNE I DATE: Mar 05, 2006 REV DRAWING #: SA-06-605-A-2057 l7 MATERIAL LIST SL # OTY DESCRIPTION 1 1 Pipe: 55.6251, OD, .261" TK, 131-4.125" L 2 1 Harness, Ring, 16 Lugs, 250 PSI, Wrapper 3 1 Transition Back Ring n - - ... REVISIONS DscrupnoN sr nuc 72nELFASED 1Tf ON HOLD JO 5112106 HOLD, REVISED PER REALIGNMENT RFP A129/06 DDED TRANSITION BACK RING REP 1 M106 QNORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 PIPE DATA REF STEEL ASTM A139 9001 LINING Cement Mortar Lining, .500", AWWA C205 9509 9509 coATING Madison CorroPipe II Omni, 35 mil, AWWA C222 LAY LENGTH 13.15' TOTAL LENGTH 13'-3.84" CYLINDER LINED & COATED TOTAL WEIGHT 2,450lbs 4,007lbs 5,084lbs Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting ELBOW DATA Mark: 331 PI Station 0+38.45, d cc RADIUS WIDTH ELBOW 29.9080 7.477" 55.625" 6'-2" 110" "G. CHK LONG CHKSHORT LENGTHS 3.65" 2.581" 14'-2.36" 11'-9.87" A B E F ANGLE OFFSET 1/8" ADDED TO EACH MITER CUT FOR LAYOUT ONLY. 1 13'-10 9/16" 13'-31/16" _ WB 2'-11 7/16" 1 HBC 1 4'-2 3I16" m 3 5/8" 14'-513/16" 2'-713/16" Length Tolerance +1.000" 1-1.000" BY:PAYNE ! DATE: Mar 05, 2006 ( 1 REV DRAWING #: SA-06-605-A-2058 i A I HUN PIPE 1 L/C THICKNESS I A I B C 1 0 E H 173.8751 0.409 72.0571 73.9451 0.50 0.035 55.6251 0.261 54,0011 55.6951 0.50 0.035 0 Joint; WB x WS, CML, PLYC JOINT GRIND BACK HOLD BACK QUANTITY 'voe Bell Lan I G Min I G Max I L-Ext I M-Int I N-Ext 1 P-Int I R-Coat T-Line I V-Coat X-Llne I PCs I LEN I STD WB 4.00 2.001 0.011 0.063 0.00 4.00 6.00 0.00 10.00 6.00 6.00 4.00 144 7,188' 50.00' WB 4.00 2.00 0.01 0.063 0.00 4.00 6.00 0.00 10.00 6.00 6.00 4.0D 160 7,982` 50.00' WB 4.00 2.00 0.01 0.063 0.00 4.00 6.00 0.00 10.00 6.00 6.00 4.00 4 35` 0.00` Notes: - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. N: Grind Back Exterior Weld Seam From Spigot End V: Hold Back Coating From Spigot End REVISIONS BEV DEsCUTI0N BY 1 REVISED CYLINDER THICKNESS TO.261' RFP 6113/06 Pipe Lining and Coating LINING Cement Mortar Lining, AWWA C205 COATING Madison CorroPipe II Omni, AWWA C222 NORTHWEST PIPE COMPANY -"!L 351 Longhorn Road Saginaw, TX 76179 (617) 847-1402 X: Hold Back Lining From Spigot End P: Grind Back Interior Weld Seam From Spigot End Bell Lap Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting L: Grind Back Exterior Weld Seam From Bell End R: Hold Back Coating From Bell End T: Hold Back Lining From Bell End M: Grind Back Interior Weld Seam From Bell End BY-PAYNE I DATE: Feb 23, 2006 DRAWING #: SA-06-605-A-9001 �Z.2REV Z� L9 Stulling Detail RUN PIPE I STULLINO O.D. rI� I A B 73.875 0,318 Wood 5D.00' 2'-3' 73.875 0,409 Wood 50.00' 2'-3' 55,625 0.261 Wood 50.00' 2'-3' A Notes: - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. Wooden stalls to be 4x4 B T Y X A 2 EQUAL SPACES B 'ELIMINATE CENTER STULL REVISIONS AT JOINTS 25' AND SHORTER DESMIMN 1 REVISED CYLINDER THICKNESS TO.261" RFP 6l13/06 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY: PAYNE DATE: Feb 23, 2006 T'1, 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #: SA-06-605-A-9002 Buttstrap Joint, CML, PLYC RUN PIPE L/C THICKNESS I JOINT GRIND BACK HOLD BACK A 1 6 1 C I D E II H I Laa L-W I Writ R-Coat I G I I T-L1ne 5 695I 0.501 0.0351 6.00I 3.00 6.00 0.001 A 55.625I 0.2611 54001 55.69511 8.00 4.00 Q Notes: - All dimensions are in inches Unless L: Grind Sack Exterior otherwise specified. Weld Seam From Ei - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the R. Hold Back Coating - two materials being welded. - All groove welds to be full pentration welds. From Pipe End - For Cut to Fit ends add the Cut to Fit amount to the grind back and hold back lengths. W T: bold Back Li From Pipe Ei G Lap Typ. Buttstrap Seam Weld .. I REVISIONS I REV MCRIPT10U BY 1 REVISED CYLINDER THICKNESS TC .261" l RFP 6/131061 M: Grind Back Interior I I Weld Seam From End Pipe Lining and Coating LINING] Cement Mortar Lining, AWWA 0205 cOATING I Madison CorroPipe 11 Omni, AWWA C222 NORTHWEST PIPE CO M PANY Eagle Mountain Raw Water Transmission Pipeline ['By: PAYNE ( DATE: Mar 05, 2006 REV rjQ�L 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting DRAWING: SA-06-605-A-9003 ��� Flange End: Ring FIg, FF, PTC, CIVIL, PLYC RUN PIPE L/C THICKNESS GRIND BACK HOLD BACK RING FLANGE MARKS � B C D E H.... L-F -.�U�-1rrL.R�� T--[Jng- LQM�LS BORE O.D.THK r-21 7 8 73.875 0.409 72.057 73.945 0.50 0.035 D.DO 0.00 0.00 O.DO 72 E-5 74.00 86.5D 4.375 2 328 329 55.625 0.261 54.001 65.695 0.50 0.035 0.00 0.00 0.00 0.00 54 E-5 55.75 66.25 3.75 A Notes: - All dimensions are in inches unless otherwise specified. - See specification sheet far material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. - Flange to be two holed on run pipe axis unless otherwise shown on Mark number drawing. REVISIONS RE`,f CESCRIPTO BY 1 REVISED CYLINDER THICKNESSTO.261- RFP 6/13106 Pipe Lining and Coating LINING Cement Mortar Lining, AWWA C2O5 COATING Madison CorroPipo it Omni, AWWA C222 Flange Data FLG FACING PER AWWA C207 { FLG COATING Tnemec N1 4OF, Primer, 4-6 mils 1FACE COATING Rust -Veto 0 NORTHWEST PIPE COMPANY J'1. 351 Longhorn Road Saginaw, TX 76179 (817) B47-1402 L: No Exterior Grind Back From Pipe End BOLT HOLES ET BC # DIA 0.534 82.50 60 1.8751 0.437 62.75 44 1.875 R: No Coating Hold Back `#' HOLES From Back Of Flange `DIA' DIA. THK z � B � T: No Lining Hold Back B From Pipe End - - - ET M: No Interior Grind Back - From Pipe End I i.[3 RING FLANGE Eagle Mountain Raw Water Transmission Pipeline BY: PAYNE DATE: Mar 05, 2006 Oscar Renda Contracting DRAWING #:SA-06-605-A-9004 Lateral, Collar, Ring Flg, FF, CML, PLYC RUN PIPE CITY MARKS O.D. T 0.0. t A -LEG F I CL 1 2 73.875 0.409 26XO .375 11.993 1.024 48.952 1 7 73.875 0.409 38.00 .375 17.708 1.318 48.961 1 t 79 73.875 0.409 26.00 .375 11.784 1.237 48.958 1 1 87 73.875 0.409 26.00 .375 12.562 0.444 48,94 1 100 73.875 0.409 26.OD .375 12.286 0.725 48.945 1 154 73.875 0.409 26.00 .375 12.365 0.644 48.943 1 225 73.875 0.318 26.00 .375 12.544 0.461 48.94 1 259 73.875 0.318 26.00 .375 11.118 1.916 48.987 1 1 285 73.875 0.313 26.00 .375 12.137 0.874 48.948 1 329 55.625 0.261 38.00 .375 18.762 0.241139.814 Notes: a - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. - All groove welds to be full penetration welds. - Flange to be two holed on run pipe axis unless otherwise shown on Mark number drawing. T:UT 61101Ll W OUTLET REINFORCING Ring Fig I 601T HOLES H E El J C1 D C2 E2 I ANG A O.D. 1 MIN B INOM CLS BORE O.D. THK I E7 BC I # I DIA 12.00 11.909 12.269 13.34 14.302 12.83 11.549 88.4130 13.00 52.00 .620 24 E-5 26.125 32.00 2.63 0.50 29.50 20 1.375 12.00 11.909 12.587 14:951 17.243 13.992 11.231 87.956` 19.125 76.25 .550 36 E-5 38.125 46.00 3.125 0.50 42.75 32 1.625 12.00 11.909 12.345 13.393 14.302 12.778 11.474 88.082° 13.00 52.00 .520 24 E-5 26.125 32.00 2.63 0.50 29.50 20 1.375 12.00 11.909 12.065 13.195 14.301 12.974 11.753 89.312' 13.00 52.00 .520 24 E-5 26,125 32.00 2.63 0.50 29.50 20 1.375 12.00 11.909 12,164 13.265 14.301 12.904 11.654 88.8760 13.00 52.00 .520 24 E-5 26.125 32.00 2.63 0.50 29.50 20 j.375 12.00 11.909 12.136 13.245 14.301 12.924 11.682 89.0010 13.00 52.00 .520 24 E-5 26.125 32.00 2.63 0.50 29.50 20 1.375 12.00 11.818 11.98 13.105 14.203 12.876 11.656 89.2W 12.938 52.00 .360 24 D-2 26.125 32.00 1.25 0.50 29.50 20 1.375 12.00 11.818 12.493 13.469 14.207 12.516 11.144 87.0310 12.938 52.00' .3601 24 D-2 26.125 32.00 1.25 0.50 29.50 20 1.375 12.00 11.818 12.126 13.209 14.204 12.773 11.5188,6440 12.938 52.00 .3601 24 D-2 26.125 32, DO 1.25 0.50 29,50 20 1.375 12.00 11.812 11.977 15.434 19.431 15.201 11.647 89.503° 19.19i 76.381 .5501 36 E-5 38,125 46.00 3.125 0.50, 42.75 32 1.625 T CESC21PTION BY 7REVISED CYLINDER THICKNESS T0.261" `RFP 16/13/06 Outlet Lining and Coating_ LINING I Cement Mortar Lining, .375", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 Flange Data FLG FACING PER AWWA C207 FLG COATING TN: N140F, Primer, 4 -6 mil IFACE COATING', Rust -Veto IFQ-] NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 #« HOLES FLANGE 01) EDIA,BC z BORE 1 ( RING FLANGE t U � � A z RUN PIPE- Z� { J REINFORCING O.D. A -Leg F Eagle Mountain Raw Water Transmission Pipeline aY:PAYNE DATE: Mar 05, 2006 REV Oscar Ronda Contracting DRAWING #: SA-06-605-A-9501 L Z� Blind Flange Detail MARKS 7 2-BF 17-BF 79-BF 87- BF 100- BF 138- SF 154-BF Al Notes - All dimensions are in inches unless otherwise specified, - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. Q 4� C t 231 HOLE 111 TYP. y 411 Blind Flange Lining & Coating LINING I TN N140 Epoxy R,BG,W, 16 Mils Min. COATINGS TN N140 Epoxy R,BG,W, 16 Mils Min. 0 NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX76179 (817) 847-1402 Flange Data Bait Hales horn Class Fla OD Thk I Cir Num Dia 24 E-7 32,00 2,625 29.50 20 1.875 1 4 375 I I� RUST VETO - _ = 27.00" _ EPDXY 24" x 6" BLIND FLANGE Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting MATERIAL UST 1 1 7 6 5/8° OD x .280" TK x 13 3/4" L Pipe 2 7 6" Class "E" Ring Flange 3 7 24" Class "E" Blind Flange - Bore to 6 3/4" ID 4 7 1/2" PL. EYELETS ( SEE DETAIL) g 5 7 2" MUELLER COUPLING I r BUST VETO REVISIONS REV DESCMPTIM I 1 I ADDED 1/2' PL LIFTING LUGS & MOVED GLASS-D FLG TO 9511 l BY: PAYNE DATE: Mar 05, 2006 DRAWING #: SA-06-605-A-9502 BY I DATE CJ R 14-25-D6 140 REV Outlet, 1 P Crotch, CML, PLYC i RUN PIPE OUTLET REINFORCING QTYi MARKS I 0.0. l 1 I O.D. I t I ii I D 1 C 1 E dy) ) d4 I Alt 1 MIN B 11 5 173,8751 0.4091 55.631 .312 1 24.001 36.2871 29.1841 23,4371 29.001 29.001 12.001 1.5001 Noes: - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. - All groove welds to be full penetration welds, Outlet Lining and Coating LINING Cement Mortar Lining, .500", AWWA C205 COATING Madison Corrofte II Omni, 35 mil, AWWA C222 BUTTSTRAP FA = OUTLET PIPE OD _ I RUN PIPE -7 J�A 10 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline ,}—L 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting H s ; s � _U I lulu H—H BY: PAYNE I DATE: Mar 05, 2006 DRAWING #:SA-06-605-A-9503 REV A Buttstrap Detail RUN PIPE BUTCSTRAP QTY I MARKS O.D. Wall ID I T { W 4 1A-BS 1B-13S 7-13S 107-BS 73.875 0.409 74.00 .409 MOO 1 328-BS 55.625 0.261 55.75 .261 12.00 1 323-BS 73.875 0.318 74.00 .318 12.00 1 EX 73.875 0.328 74.OD .328' 12.00\ A //-1-BS 2 A• A Notes: ! - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. I H N REVISIONS ON OESCRInOW BY N 2 ADDED EX-1-13S TO PROJECT CJ R 10-23-06 1 REVISED CYLINDER THICKNESS TO.261' RFP 6/13106 Buttstrap Lininq and Coating LINING Bare 1 COATING Bare W 0 NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY: PAYNE DATE: Mar 05, 2006 REV 351 Longhorn Road Saginaw, TX 76179 (817) 847-14D2 Oscar Renda Contracting DRAWING #; SA-06-605-A-9504 r Blind Flange Detail OTY) MARKS 21 7-61' 329-BF Notes: All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. All fillet welds to be the size of the thinner of the two materials being welded. 0 �ti _ 0 3 2" HOLE I" Typ, 4 Blind Flange Lining & Coating LINING I 38"dia Epoxy at center coATING Tnemec N140 Epoxy R, BG, W, 16 mil 0NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Il 1 2 Al 3 A — 16 MATERIAL LIST 2 N' Class "E" Blind flange 2 2" Half Coupling - MUELLER 4 1 /21, PL. EYELETS ( SEE DETAIL) .375" 2 .375° D �3 RUST 38" DIA. RUST_ VETO TNEMEC N140,16 MILS min I VETO 46.00" OD REF 36" x 2" BLIND FLANGE Eagle Mountain Raw Water Transmission Pipeline Oscar Renda Contracting 16141010 REV DESCRIPTION 1 JADDED 112" PL LIFTING LUGS BY: PAYNE DATE: Naar 05, 2006 DRAWING #: 5A-06-6057A-9505 8Y DATE CJ R 14_25-06 ftEV i Half Coupling, Collar RUN PIPE I OUTLET oTY I MARKS O.D. I T SIZE 0ESC 5 29 39 66 127 146 73.875 0,409 3.00 EH 3 173 185 197 73.875 0.318 3.00 EH 1 8 73.875 0.409 2.00 MUELLER 1 32B 73.875 I 0.012, 2.00 MUELLER 1 Notes: - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded unless otherwise shown. - All groove welds to be full penetration welds. Outlet Linina and Coatinq LINING Bare REINFORCING PLUG A 1 O.D. MIN B 3" plug desc 2.00 .8.00 .409 34 plug desc 2.00 8.00 .318 n/a 2.00 7.50 .188 n/a 2.00 7.50 .1881 RUN PIPE 7� REINFORCING OD COATING { Madison CorroPipe II Omni, AWWA C222 1 NORTHWEST PIPE COMPANY 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 THREADED CPLO NPT (STANDARD) SEAL WELD SECTION A -A Eagle Mountain Raw Water Transmission Pipeline BY:PAYNE DATE: Mar 05, 2006 Oscar Renda Contracting DRAWING -#: SA-06-605-A-9506 r, ' I 06V A Pi Tangential, Collar, Ring FIg, FF, CML, PLYC RUN PIPE OUTLET REINFORCING Ring Rg BOLT ROLES A]Y I MARKS 0.D. 1 T I f?_O_ l t 1 I, r-1�D I F I IOIN R _Nn CLS BGRE I O.D. I THK 1 E. BC I# I DIA 92 1 7 225 17.00J 12, 1.00, 51 2177 2410 272 95 320 173.8751 0.3181 12,751 .3751 48.9381 43.751 501 6.3761 3201 121 D-21 12.8751 19.001 0.8131 0.501 Notes: ' - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. r - All groove welds to be full penetration welds. Flange to be two holed on run pipe axis unless -otherwise shown on Bark number drawing. REVISIONS _ REV - DESCRIPTION BY 1 CORRECTED PAINT OFT I RFP S/13/06 Outlet Lining and Coating_ LINING Cement Mortar Lining, .313", AWWA C205 COATING I Madison CorroPipe II Omni, 35 mil, AWWA C222 Flange Data FLG FACING PER AWWA C207 FLG COATING TN: N140 Red, 4 mil Al 0 ET C) m o -- — M "#" HOLES "DIA" I THK L FACE COATING PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline Bv:PAYIVE DATE. Mar o5,2a06 aNORTHWEST 351 Longhorn Road Saginaw, Tx 76179 (817) 847-1402 Oscar Ronda Contracting DRAWING #. SA-06-605-A-9507 Cutlet, Collar, Ring Fig, FF, CIVIL, PLYC RUN PIPE OUTLET REINFORCING BOLT HOLES OTY ]AARKS JT n t I H Cl IA11,IN 8 NGM CLS ! AORF I OD 7FTRG I # I DIA II � I��73.875 209 315 0.3118 260 1D14,2031291 1.8118'3.001 2.00.360 24 D-226.1251 32.0D.2 25 0.50 29.50 201 1.375L Notes: - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. - All groove welds to be full penetration welds. - Flange to be two holed on run pipe axis unless otherwise shown on Mark number drawing. REVISIONS REV 1 CORRECTED PAINT DFT E)ESL�IPTI�N I RFP 6/13/06 Outlet Lining and Coating LINING l Cement Mortar Lining, .375", AWWA C205 COATING Madison CorroPipe II Omni, 35 mil, AWWA C222 Flange data FLG FACING PER AWWA C207 FLG COATING TN: N140 Red, 4 mil 0 RING FLANGE A OUTLET PIPE OlDwri H REINFORCING OD I RUN PIPE -Z_ "#" BOLES "RIA" x z 1 v. t D FLANGE OD BC BORE I � � L D C E I t I P E � 4rB SECTION A -A FACE COATING NORTHWEST PIPE COMPANY - Eagle Mountain Raw Water Transmission Pipeline By. PAYNE I DATE:Mar 05, 2006 l� REV 0 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting aRAWING #.SA-06-605-A-9508 " • / � 0 I MATERIAL LIST SL # QTY DESCRIPTION _ 1 1 7/8" PL. RING x 4'-9" ID. x 5'-8 3/4" OD. A W/ (16 )1 7/8" 0 HOLES @ 5'-4 5/8" 0 BC. 2 1 7/8" PL. RING x 4'-9" IO. x 5'-2" OD. 3 32 718" PL. GUSSET PLATES SEE LAYOUT A 4 1 7/8" PL. RING x 4'-101' ID. x 5'-8 3/4" OD. W/(16) 1 3/8"0HOLES@5'-45/8"0 BC. 5'-8 3/4" OD. 5'-4 5/8" BC. 4'-9" ID. PIPE DATA REF STEEL ASTM A53 LINING COATING LAY LENGTH ' TOTAL LENGTH CYLINDER LINED & COATED WEIGHT -- -- 5,4, OD. 4'-9" ID. 11 TOTAL 578 lbs T REVISIONS iN Ri REVISED DIMENSIONS PEA NEW WING9500 I WR 191291W 10 /4° Length Tolerance + 1.000" / -1.000" 2 ADDED TRANS910M RING TO CORRECT HOLE SU RFP 10005 _ NORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline av:GJ R DuE:Mar 4, 2006 i REV 351 Longhorn Road Saginaw, Tx 76179 (817) 847-1402 Oscar Renda Contracting DRAWING #:SA-06-605-A-9509-LAYoui + 0 331 J MARK LIST 5'-8 3/4" OD. 5-4 5/8" BC. 4'-10° ID. Harness, Wrapper Detail, PTC j RUN PIPE I HARNESS I REINFORCING (1TY MARKS O.D. j t Tvae I Rod # I A I C I T 1 W 1 FtB 1 E I 1;IF I P-DIk Wd 1 JD I MIN B 1 1 331 155.6251 0.2611 RR 116 x 1.25'Dla 1 12.001 10.3771 0.8751 2.501 5.8751 3.811 2.501 1.3751 17.7381 55.751 0.563 A Notes: ' - All dimensions are in inches unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded unless otherwise shown. - Lining extends to end of pipe. SEE 9509 LAYOUT DRAWING FOR TRANSITION - RING DIMENSIONS. I REVISIONS REV DESCRIPTION BY m 1 REVISED TO MATCH DIP THRUST RING RFP 90106 z 2 ADDED TRANSITION RING TO CORRECT HOLE SIZES RFP 1019106 1 Lining and Coating _ PIPE Cement Mortar Lining, .500", AWWA C205 LINING 41 PIPE Madison CorroPipe II Omni, 35 mil, AWWA C222 COATING HARNESS TN: N140 Red, 20 mil COATING Q0 NORTHWEST PIPE COMPANY -R 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Wd A_ n 15.a' PIPE COATING HARNESS COATING t TYP. ALL _f t Luc WELDS m to _Z L :. PIPE ENE WRAPPER { D I t 1 HARNESS LUG DETAIL Eagle Mountain Raw Water Transmission Pipeline Oscar Ronda Contracting C r m GUSSET PLATE BY:PAYNE DATE -Mar 05, 2006 DRAWING #: SA-06-605-A-9509 14Z Head __..._ _ ..... _..__.. _. Detail RUN PIPE DISHED HEAD FULL CPLG I OUTLET OUTLET R NFORGEMENT ©TY I MARKS 0.11_ I t Head D4.Mnn I PSI I DH-01) I DHJK f1P1-5/CQP1-D1al clnll 1 0(L OD I Ohk _ A OD 1 MINI 11 1B 173.875 0. 09 SE2:1 Head,ASMEI 227,001 73.881 .600 30001 2.001 2.00 1 6.6251 .2801 3.131 13.251 .280 Notes: ` - All dimensions are in inches unless otherwise specified. - See specification street for material specifications. - Ali fillet welds to be the size of the thinner of the two materials being welded unless otherwise shown. - All butt welds to be complete joint penetration welds, - Material per ASTM A516-70 a 0 Head Lining and Coating_ LINING Bare COATING Bare I/ Q�' ------------------- N _'-DH-Thk 6" Gl'E' Flanged GJI, 6"-i- P DH-GD Eagle Mountain Raw Water Transmission Pipeline Br j--,. 351 NORTHWEST PIPE COMPANY oscarRen p ;PAYIVE � DATE:ApC 10, 2006 �r3 REV Longhorn E da Contracting DRAWING#:SA-�06-605-A-9510 Q Blind Flange Detail Flange Data Bolt Holes 0TY MARKR Nam Class, Fla OD Thk Cir Num Dia 5 209-BF 225-BF 259-BF 285-BF 315-BF 24 D-2 32.00 1.657 29.50 20 1.375 Notes: - All dimensions are in-inChes unless otherwise specified. - See specification sheet for material specifications. - All fillet welds to be the size of the thinner of the two materials being welded. ti _ 4 4 CV 2"HOLE 1" TYP. C 11 Blind Flange Lining & Coating. LINING TN N140 Epoxy R,BG,W,16 Mils Min. MATERIAL LIST 1 5 6 5/8" 00 x .280" TK x 12 3/4" L Pipe 2 5 6" Class "D" Ring Flange 3 5 24" Class "D" Blind Flange - Bore to 6 3/4° ID 4 5 1/2" PL. EYELETS (SEES DETAIL ) 5 5 2" MUELLER COUPLING 1 Oil RUST VETO = _ _ 27.00" EPDXY 24" x 6" BLIND FLANGE coATiNG TN N140 Epoxy R,BG,W,16 Mils Min. aNORTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline 351 Longhorn Road Saginaw, TX 76179 (817) 847-1402 Oscar Renda Contracting EN 7- -RUST VETO REVISIONS Rtv DESCRIPTION 1 ! CORRECTED FLANGE CLASS FOR 6' FLANGE BY-PAYNE DATE:MarO5, 2006 j DRAWING #:SA-06-605-A-9511 -TY-1 DATE RFP 1 6/13/06 BUE RING DETAIL RUN PIPE BUE QTy I MARKS O.D� j WaJJ O.D. I T I +N 11 327E 1 73.8751 0.3181 76.3751 1.1251 8.00 Notes: ' - All dimensions are in Inches unless otherwise specified. - See specification sheet for material specifications. Bue Ring Lining and Coming LINING coAnwG Bare �0 NORTHWEST PIPE COMPANY TEMPLE DANE FINISHED WATER PIPELINE -PHASE 2 BY:DWH I DATE: May 04, 2006 1J--n J 351 Longhorn Road Saginaw, iX 76179 (817) 847-1402 S.J. Louis Construction DRAWING #:SA-06-605-A-9512 REV o 0 Field Attached Ring Detail RUN PIPE I RING QTY I MARKS O.D. I t I.D. I H I THK 2 I 7-WR 8-WR 73,875 :409 74.00 4.00 1.00 Notes: ' - All dimensions are in inches unless Otherwise specified. Material per ASTM A36. - All fillet welds to be the size of the thinner of the two materials being welded unless otherwise shown. - Rings will be supplied in halves for field attachment. Rind Lining and Coating LINING Bare COATING Bare Ship ring in two halves Ring 1D = 74" - Ring.QD = 82" 3{8 3/8 --------------------------, THK Field Attachment Detail ni*NORaTHWEST PIPE COMPANY Eagle Mountain Raw Water Transmission Pipeline BY-PAYNE DATE. Mar 05, 2006 REV 3511 Longhorn Road Saginaw, TX 7B17S (817) 847-1402. Oscar Renda Contracting I DRAWING #: SA-06-605-A-9513 9 Phase III Expansion Selected Sheets CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK. X-22962 CITY OF FORT .WORTH, TEXAS Foe_TWORTH WATER DEPARTMENT WATER EAGLE MOUNTAIN - WATER TREATMENT PLANT PHASE III EXPANSION MIKE MONCRIEF Mayor x ,,_,(,,,jPROVED '7 Je S. FRANK CRUMB, P.E. ACTING DIRECTOR WATER DEPARTMENT I Obi O A'P VED O O CHARLY ANGADICHERIL ASSISTANT DIRECTOR V 'WATER DEPARTMENT T PROJECT P164-060164052003 DULY 2005 VOLUME 1 OF 2 cm -ah.g . -WriW . consff� . qph- 777 TAYLOR STREET. SUITE 1050. FORT WORTH. TEXAS 76102 CHARLES BOSWELL City Manager RECOMMENDED CL R A4411. CHRIS P. HARDER, P.E. PROJECT MANAGER WATER DEPARTMM X-22962 THESE DRAWINGS HAVE BEEN REDUCED TO APPROXIMATELY ONE—HALF THE ORIGINAL SCALE. VOLUME 1 CIVIL - CONTINUED GENERAL C-66 NORIHSIDE It 48' WATER TRANSMISSION MAIN PLAN & PROFILE STA: 0+00 TO 8+00 C-67 NORTHSIDE it 48' WATER TRANSMISSION MAIN PLAN & PROFILE STA: 8+00 TO END - COVER SHEET C-68 NORTHSIOE II 48" WATER TRANSMISSION MAIN CATHODIC PROTECTION DETAILS 1 OF 2 G-1 SHEET INDEX I C-69 NORTHSIDE 11 48' WATER TRANSMISSION MAIN CATHODIC PROTECTION DETAILS 2 OF 2 G-2 SHEET INDEX II G-3 SHEET INDEX III CZ-1 CML STANDARD DETAILS I CZ-2 CML STANDARD DETAILS 11 G-4 GENERAL LEGEND CZ-3 CML STANDARD DETAILS III G-5 GENERAL PROCESS LEGEND G-6 ABBREVIATIONS CZ-4 CML STANDARD SECTIONS AND DETAILS N G-1 PLANT LOCATION MAPS CZ-5 CML STANDARD DETAILS V G-8 KEY MAP CZ-6 CML STANDARD DETAILS VI CZ-] CML STANDARD DETAILS N G-9 PUNT HYDRAUUC PROFILE I CZ-8 CML STANDARD DETAILS "II CULVERT WINGWALL 0-10 PLANT HYDRAULIC PROFILE 11 CZ-9 CML STANDARD DETAILS IX MULTIPLE BOX CULVERT CAST -IN -PUCE CIVIL CZ-10 CML STANDARD DETAILS X TRAFFIC RAIL CZ-11 CML STANDARD DETAILS XI SINGLE GUARDRAIL TERMINAL 0-1 CML LEGEND CZ-12 CML STANDARD DETAILS XII C-2 EXISTING SITE PLAN CZ-13 CML STANDARD DETAILS Mil 0-3 BORING AND BENCHMARK LOCATIONS C-4 TEMPORARY FACILITIES AND CONSTRUCTION S.'AGING AREAS PUN L-1 LANDSCAPE PLAN C-5 SUE DEMOLITION PLAN C-6 SITE PLAN AND AREA INDEX STRUCTURAL C-] OVERALL SUE PLAN S-1 STRUCTURAL NOTES. ABBREVIATIONS & SYMBOLS C-8 AREA 1 SITE PLAN S-2 OVERALL PLAN C-9 AREA 2 SITE PLAN S-3 SITE PROFILES-1 0-10 AREA 3 SITE PLAN S-4 SITE PROFILES -II C-11 AREA 4 SITE PLAN SA-1 RAW WATER SCREEN AND RAW WATER METER VAULT No 2 PUNS AND SECTION 0-12 AREA 5 SITE PLAN C-13 AREA 6 SUE PLAN SA-2 RAW WATER SCREEN AND RAW WATER METER VAULT No 2 SECTIONS AND DETAIL se-1 LOX FACILITY PLAN C-14 AREA 1 YARD PIPING DEMOUTION PUN SB-2 LOX FACILITY SECTIONS AND DETAILS C-15 AREA 2 YARO PIPING DEMOUTION PLAN se-3 OZONE CONTACT BASINS PUN AT EL 806.00 C-16 AREA 3 YARD PIPING DEMOLITION PLAN SS-4 OZONE CONTACT BASINS PIAN AND DETAILS C-17 AREA 4 YARD PIPING DEMOUTION PUN C-18 AREA 1 YARD PIPING PLAN SB-5 OZONE CONTACT BASINS PUN AND DETAILS SS-6 OZONE CONTACT BASINS PLAN AND DETAILS C-19 AREA 2 YARD PIPING PLAIN SB-Z OZONE CONTACT BASINS SECTIONS C-20 AREA 3 YARD PIPING PLAN C-21 AREA 4 YARD PIPING PLAN SB-8 OZONE CONTACT BASINS SECTIONS SB-9 OZONE CONTACT BASINS SECTIONS C-22 AREA 5 YARD PIPING PLAN SB-10 OZONE GENERATION ROOM ELEVATIONS AND SECTION C-23 AREA 6 YARD PIPING PLAN SC-1 RAPID MIX/FLOCCULATION BASINS PLAN, SECTIONS AND DETAILS 0-24 72 RW PROFILE I SC-2 RAPID MIX/FLOCCULATION BASINS PUNS C-25 72' RW PROFILE 11 SC-3 RAPID MIX/FLOCCUUTON BASINS SECTIONS C-26 48' RW AND 54' RW PROFILES SC-4 RAPID MIX/FLOCCULATION BASINS SECTIONS C-27 72" M AND 54" FW TO CLEARWELL No 3 PROFILES SO-1 SEDIMENTATION BASINS PLAN AT ELEVATION 809.00 C-28 54" / 72" FW CLEARWELL No 2 TO CLFARB ELL No 3 PROFILE SD-2 SEDIMENTATION BASINS PLAN AT ELEVATION 816.00 C-29 72" AN HSPS SUCTION HEADER PROFILE SD-3 SEDIMENTATION BASINS PLAN AT ELEVATION 830.00 C-30 48" PW NS II PROFILE SD-4 SEDIMENTATION BASINS SECTIONS AND DETAILS 0-31 30' PW NS N PROFILE C-32 48' PW NS111 PROFILE SD-5 SEDIMENTATION BASINS SECTIONS AND DETAILS C-33 16" WR-Di. 6' OCWR-DI. AND (2) 4" OZ-Si PROFILES SD-6 SEDIMENTATION BASINS SECTIONS AND DETAILS SD-] SEDIMENTATION BASINS SECTIONS AND DETAILS C-34 15' / 10" SL-PVC PROFILE C-35 10" SL-PVC AND 36" WW-RCC PROFILES SD-8 SEDIMENTATION BASINS SECTIONS AND DETAILS SD-9 SEDIMENTATION BASINS SECTIONS AND DETAILS C-36 12" OR -PVC AMD 8' DR -PVC PROFILES SE-1 FILTERS/FILTER PIPE GALLERY PLAN AT EL 804.00 0-37 10" DR -PVC AND 8" DR -PVC PROFILES SE-2 FILTERS/FILTER PIPE GALLERY PLAN AT EL 796.00 C-38 10' SS -PVC AMID 6' SS -PVC PROFILES SE-3 FILTERS/FILTER PIPE GALLERY PLAN AT EL 814.00 C-39 12" WR-DI PROFILE SE-4 FILTERS/FILTER PIPE GALLERY PLANS C-40 (2) 6" GOX-SS PROFILE SE-5 FILTERS/FILTER PIPE GALLERY PLANS C-41 STORM DRAIN PUN/PROFILE AREA 4 SE-6 FILTERS/FILTER PIPE GALLERY ROOF FRAMING PLAN C-42 GRADING IMPROVEMENTS SITE PLAN SE-7 FILTERS/FILTER PIPE GALLERY TUNNEL AND BRIDGE SECTIONS AND DETAILS C-43 GRADING IMPROVEMENTS AREA 1 SE-8 FILTERS/FILTER PIPE GALLERY SECTIONS AND DETAILS C-44 GRADING IMPROVEMENTS AREA 2 SE-9 FILTERS/FILTER PIPE GALLERY SECTIONS C-45 GRADING IMPROVEMENTS AREA 3 5E-10 FILTERS/FILTER PIPE GALLERY SECTIONS AND DETAILS C-46 GRADING IMPROVEMENTS AREA 4 SE-11 BULK CHEMICAL STORAGE AREA SECTIONS C-47 GRADING IMPROVEMENTS AREA 5 5E-12 FILTERS/FILTER PIPE GALLERY TUNNEL AND BRIDGE SECTIONS AND DETAILS C-48 GRADING IMPROVEMENTS AREA 6 5E-13 FILTERS/FILTER PIPE GALLERY SECTIONS AND DETAILS C-49 GRADING IMPROVEMENTS AREA l 5E-14 FILTERS/FILTER PIPE GALLERY SECTIONS AND DETAILS C-50 CULVERT PLAN AND SECTIONS 5E-15 FILTERS/FILTER PIPE GALLERY PLANS. SECTIONS AND DETAILS C-51 DRAINAGE AREA MAP 5E-16 FILTERS/FILTER PIPE GALLERY TUNNEL AND BRIDGE SECTIONS AND DETAILS C-52 SITE PUN PAVING IMPROVEMENTS SE-17 LAME STORAGE FACIUTY PUN AND FOUNDATION PLAN C-53 PAVING IMPROVEMENTS AREA 1 5E-18 LAME STORAGE FACILITY SECTIONS AND DETAIL C-54 PAVING AIRPOVEMENTS AREA 2 SF-1 CHLORINE/AMMONIA BUILDING DRILLED PIER PLAN C-55 PAVING IMRPOVEMENTS AREA 3 SF-2 CHLORINE/AMMONIA BUILDING FOUNDATION PLAN C-56 PAVING IMRPOVEMENTS AREA 4 SF-3 CHLORINE/AMMONIA BUILDING ROOF FRAMING PUN C-57 PAVING IMRPOVEMENTS AREA 5 C-58 PAVING IMRPOVEMENiS AREA 6 SF-4 CHLORINE/AMMONIA BUILDING SECTIONS SF-5 CHLORINE/AMMONM BUILDING SECTIONS C-59 MAIN ENTRANCE PLAN SF-6 CHLORINE/AMMONM BUILDING SECTIONS C-60 MAIN ENTRANCE EQUIPMENT PLAN SG-1 ELECTRICAL BUILDING No 3 FOUNDATION PUN AND DETAILS C-61 MAIN ENTRANCE SECTONS AND DETAILS C-62 TYPICAL DRIVEWAY CROSS SECTION SG-2 ELECTRICAL BUILDING No 3 PUNS C-63 ROADWAY CENTERUNE PROFILES SG-3 ELECTRICAL BUILDING No 3 SECTIONS AND DETAILS SG-4 ELECTRICAL BUILDING No 3 SECTIONS AND DETAILS C-64 ROADWAY CENTERLINE PROFILES C-65 ROADWAY CENTERLINE PROFILES STRUCTURAL - CONTINUED SH-1 HIGH SERVICE PUMP STATION FOUNDATION PLAN SH-2 HIGH SERVICE PUMP STATION PLAN SH-3 HIGH SERVICE PUMP STATION SECTIONS SH-4 HIGH SERVICE PUMP STATION DETAILS AND SECTIONS SH-5 HIGH SERVICE PUMP STATION COMPRESSOR ROOM PLAN AND SECTIONS SH-6 CLEARWELL DRAIN BOX No 2 PLAN AND SECTIONS SJ-1 WASHWATER RECOVERY TANK NO. 3 PLAN AND DETAIL S,I-2 WASHWATER RECOVERY TANK NO. 3 SECTIONS AND DETAIL 53-3 MISCELLANEOUS SITE STRUCTURES METER AND VALVE VAULTS PLAN, SECTIONS AND DETAILS S,I-4 45-FT DR WASHWATER RECOVERY TANK PUN AND SECTIONS Si-5 85-FT DR WASHWATER RECOVERY TANK PLAN AND SECTIONS SK-1 MISCELLANEOUS SITE STRUCTURES METER AND VALVE VAULTS PLAN, SECTIONS AND DETAILS SK-2 MISCELLANEOUS SITE STRUCTURES METER AND VALVE VAULTS -DOUBLE PIPES PUN, SECTIONS AND DETAILS SK-3 SLUDGE METER VAULT PLAN AND SECTION SK-4 SWRCHGEAR PAD PLAN AND SECTION SZ-1 STRUCTURAL SCHEDULES DRILLED PIERS AND GRADE BEAMS SZ-2 STRUCTURAL SCHEDULES BEAMS SZ-3 STRUCTURAL SCHEDULES BEAMS SZ-4 STRUCTURAL TYPICAL DETAILS 1 SZ-5 STRUCTURAL TYPICAL DETAILS II SZ-6 STRUCTURAL TYPICAL DETAILS III SZ-] STRUCTURAL TYPICAL DETAILS N SZ-8 STRUCTURAL TYPICAL DETAILS V SZ-9 STRUCTURAL TYPICAL DETAILS VI SZ-10 STRUCTURAL TYPICAL DETAILS VII SZ-11 STRUCTURAL TYPICAL DETAILS VIII SZ-12 STRUCTURAL TYPICAL DETAILS IX SZ-13 STRUCTURAL TYPICAL. DETAILS X SZ-14 STRUCTURAL TYPICAL DETAILS XI ARCHITECTURAL A-1 KEY MAP/SHEET INDEX A-2 BUILDING INFORMATION/SYMBOLS AB-1 LOX FACILITY PUN/DETAILS AB-2 LOX FACIUTY ELEVATIONS AB-3 OZONE CONTACT BASIN ELEVATIONS A8-4 OZONE CONTACT BASIN ELEVATIONS AB-5 OZONE CONTACT WIN ELEVATIONS AB-6 OZONE CONTACT BASIN ELEVATIONS AD-1 SEDIMENTATION BASIN ELEVATION AE-1 FILTERS/FILTER PIPE GALLERY DEMOLITION AE-2 FlLTERS/FILTER PIPE GALLERY BASIN LEVEL FLOOR PLAN-ELEV 806.00' AE-3 LOWER LEVEL FLOOR PUN - ELEV 816.00' AE-4 FILTERS/FILTER PIPE GALLERY UPPER LEVEL FLOOR PUN-ELEV 828.00' AE-5 FILTER/FILTER PIPE GALLERY BASIN LEVEL REFLECTED CEIUNG AE-6 FILTER/FILTER PIPE GALLERY LOWER LEVEL REFLECTED CEUNG AE 7 FILTER/FILTER PIPE GALLERY UPPER LEVEL REFLECTED CEILING AE-8 FILTERS/FILTER PIPE GALLERY ROOF PLAN AE-9 FILTERS/FILTER PIPE GALLERY EXTERIOR ELEVATIONS AE-10 FILTERS/FILTER PIPE GALLERY EXTERIOR ELEVATIONS PE-11 FILTERS/FILTER PIPE GALLERY EXTERIOR ELEVATIONS AE-12 FILTERS/FILTER PIPE GALLERY BUILDING SECTIONS PE-13 FILTERS/FILTER PIPE GALLERY BUILDING SECTIONS AE-14 FILTERS/FlLTER PIPE GALLERY BUILDING SECTIONS PE-15 FILTERS/FILTER PIPE GALLERY BUILDING SECTIONS AE-16 FILTER/FILTER PIPE GALLERY WALL SECTIONS AE-17 FlLTER/FILTER PIPE GALLERY WALL SECTONS AE-18 FILTERS/FILTER PIPE GALLERY ENLARGED STAIR PUNS AE-19 ENLARGED BATHROOM PLAN & ELEVATION AE-20 INTERIOR ELEVATIONS AF-i CHLORINE/AMMONIA BLOG PLANS AF-2 CHLORINE/AMMONIA BLDG ELEVATONS AF-3 CHLORINE/AMMONIA BLDG SECTIONS AF-4 CHLORINE/AMMONIA BLDG WALL SECTIONS AG-1 ELECTRIC BUDDING PUNS AG-2 ELECTRIC BUILDING ELEVATIONS AG-3 ELECTRIC BUILDING SECTONS/DETARS AH-1 HIGH SERVICE PUMP STATION PLANS AH-2 HIGH SERVICE PUMP STATION ELEVATIONS AH-3 HIGH SERVICE PUMP STATION SECDONS/DETAILS AZ-1 FILTER/FILTER PIPE GALLERY STAIR DETAILS AZ-2 FILTER/FILTER PIPE GALLERY ROOM FINISH SCHEDULE AZ-3 FILTER/FILTER PIPE GALLERY DOOR SCHEDULE/DOOR DETAILS AZ-4 FILTER/FILTER PIPE GALLERY DOOR/WINDOW DETAILS AZ-5 FILTER/FILTER PIPE GALLERY WINDOW ELEVATIONS AZ-6 FILTER/FILTER PIPE GALLERY BRIDGE CURTAINWALL ELEVATIONS & DETAILS AZ-7 FILTER/FILTER PIPE GALLERY SECTION DETAILS AZ-8 FILTER/FILTER PIPE GALLERY SECTION/PLAN DETAILS AZ-9 FILTER/FILTER PIPE GALLERY PLAN DETAILS AZ-10 FILTER/FILTER PIPE GALLERY BRIDGE DETAILS rc UWl F�? a LU Z W S ru _~ w X r W 3 z K w W W LL LL 3 LL. z 0 Z — O U� Q� W ..T. 43716 nU HVIE G-NO-1 sxEET w G-1 N N I NW VALVE ,- - ,�• VAULT No 3 VALVE - - II\\ VAULT No 4 UTZI AREA 6 RW VALVE EASEMENT — -- _— - - — RAW WATEP YRYE�_ULT No 2 - _ -- - - _YLRIF �I�CJ1 FWWDEASE ACCESS I y YAWi No 1 Q T- EASEMEM ..., _._—_ I T No I METER 1 srnnoN I I DWESTATE PW VALVED II /; SCREEN No I SEWERM� GATE VAULT No 2 I RW METER LEFTII''Ir/ VAULT No 2 1 I I I„I •� LIME I I 1 T 1 I a III ^�I TER STORAGE LOX SEDIMENTATION REENFACILITY BASINS LIM FACILITY \\ I I (SEDBASINS ON SEDIMENTS G I 1 1 I BASINS WINS —I}— OZONE \ \ CONSTRUCTION I I ROBASINSION CONTACT .. I ❑ O \� OFFICE I I BASINS ggSINS JI FLOC CULATION STION I FLOCCU�ON \ \ AREA iJ I I I l \ \ ELECTRICALS � FILTERS I � � FILTERS � RL7ER5 \ \ BUILDING No 3 `- FILTER GALLERY FIL FILTER' i GAL(FRY� C]HEMICA TANK FARM ) I 0 00006 �m i Lij AREA 5 \\ AREA 3 WASHWATER ` 00 O O TANK No 3 BUILDING TANK FARM u \\ ----- - \\ OAMMONIA WASTIWATERu N AREA W Q \ \ TXU TRANSFORMERS BUILDING NoCZVERT TAN \ \ AREA M METER VAULT No \\ HRECASNHARR FW METER ANK 1 m VA DRAIN VALVE uLT No 2 h�:n•� PROPERTY I \ \ \ I VAULT FN, VALVE VAULT No 4 I ---- - (DING No I - UNE \Ill I \\ I I No 3 / VAULT No 3 -�-- METER VAULT IV&I E \ \ I VAULT NO 5 TXU HIGH I I \ \\ CLFARWELL SERVICE I NICK SERIPCE I BO I WILDING PROPERTY I I I No 3 PUMP I I PUMP STATION \ \ No 2 rNU_ STATION ( I I ELECTRICAL CASEMENT I I CLFARWEU No 2 I CLEARWELL No I I IRNlSFORMERS FW VALVE (---------a--------II4 I I VAULT No 2 L yII-- 30' EMERY \\ GRAIN SLL 4«FARWEU. FRTEREO WATER bETER VAULT Na I CASEMENT0'UTLSLUDGE CUEA BOX �4I I \ \ METER l i - No 2 a ]1 VAULT ow METE�R' ORNN BON \ \ VAULT III / I I �cLeARWEu \ - - LIRNN METER RADIO TOWER, BWLWNG, AND I- UTILITY 0Pw VALVE LT No 1 AREA_ _4 _. — veucr _ Acea-OD--- —J — I \ i I � v St�Eo�b''3y EZE u 3 NWU:� f`r .Tn Ei. N gDO a wz ~ 0 O a 1- Q H w W of w OQ Z rc LL 3 LL. z 0 0- in: w �D F- U0 O u, J CQ7 W Prt E'l No 43716 FILE w E CSPPL010 ox. . w m s 0 �o - Iw ---------------------------------------------------------------F------- AREA 3 AREA 1 U LI & FMENT pp — _ _ — _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _-L' — _ _ _ - _ rLA- - -48' PW-RCC/ 50`�. it /�SE `PL - SHEETS C 66PANDLL ___-________ _________________________ I J6' PW-RCC/BSO T6" PW-RCC/RSD I VAULT( ) ILA C-67 I I VA —4 - -- - �- - - — _ _ _ _ _ _ B0, GENERAL NOTES - YARD PIPING PLANS 1 54'" kW-RLC/BSO - • EMH _ - ---- 4B" RW-RCC/BSO ___ 4160 V �.__ ___ j�� 1 FIELD VERIFY LOCATION, DEPTH. JOINT LOCATIONS AND TYPE. PIPE _ �____.________________ ________ ___-__ __________ _____ _IY�I ---------T7.iR� _ CATERED, END SIZE OF ALL KNOWN PIPES TO BE CONNECTED TO. 8" UW-0%/P.���1- ---- -- --�£MN-6 I CROSSED, ETC PRIOR TO ORDERING M4TERLIL OR GOING ANY NEW PIPE ;roe / i u�._� F � iGYN _ I i ( •\ I WORK. I y I 2 WHEN MAKING CONNECTIONS TO NEW OR EXISTING PIPING. 1 '- 4 M I T RW METER I CONTRACTOR SHALL PROVIDE ALL FITTINGS, ADAPTERS, CONNECTING PIECES, ETC NECESSARY TO MAKE THE CONNECTIONS IN A MANNER VAULT No 1 I SATISFACTORY TO THE ENGINEER AND IN ACCORDANCE WITH THE - 3 T I SPECIFICATIONS. / 2 '/2" UW-PVC/P 'I 2 12 UW-PVC p > Lp N 5033.59 I 3 IN LOCATIONS WHERE CONDITIONS WILL NOT ALLOW THRUST I a UW-PVC/P I i / E 20118.34 I BLOCKING TO BE USED, RESTRAINED JOINTS DESIGNED PER AWWA PROVIDED / � II \\\---\\\Ill-��� i J I BLOCKING WITH USED,FRICTION COEFFICIENT N 0.DE SHALL BE PROVIDED AT X F - III RAW WATER I /-3" CG-PVC I ALL VERTICAL END HORIZONTAL CHANGES IN PIPE DIAMETER (REDUCERS) OR DIRECTION (EG TEES. BENDS, ELBOWS, AND CROSSES), PLUGS AN. •/ SCREEN No P I VALVES, OR OTHER LOCATIONS SHOWN ON THE DRAWINGS. ON ALL N 4964.13 I BURIED PIPING HAVING FLEXIBLE JOINTS, JOINTS SHALL BE DESIGNED TO E 20111.81 I PREVENT THE PIPE FROM MOVING WHEN SUBJECTED TO OPERATING AND T 5B50I I TEST PRESSURES. 4` RW-RCC/ ( _ N 0111.8 1 N SEE NOTE 1 E 20111.8I 4 CONCRETE THRUST BLOCKS SMALL BE PROVIDED AT ALL VERTICAL `I I AND HORIZONTAL CHANGES IN DIRECTION (TEE, S), P ELBOWS. AND t 1 I CROSSES). E CHANGE N PIPE SSDIAMETERNOTE (REDUCERS). PLUGS, VALVES. vxw N 4877.1 I LAX O I AND OTHER LOCATIONS UNLESS NOTED OTHERWISE ON THE INDIVIDUAL T I BOX E 20118. y RESPECTIVE YARD PIPING PROFILES. REFER TO THRUST BLOCK DETAILS FACILITY m ON SHEETS CZ-1 AND CZ-3. WHERE APPROPRIATE SOIL BEARINGS I CANNOT BE ACHIEVED FOR A THRUST BLOCK, RESTRAINED JOINTS SHALL I 1` _ �. LIME I ¢ I BE PROVIDED AS DISCUSSED IN NOTE 3. ® STORAGE i BOX 1 4 I 5 DUE TO RESTRICTED WORKING AREAS AND THE CLOSE PROXIMITY OF 1530 G FACLR ESTHE CONTRACTOR WILL NOT BE ALLOWED TO USE N 51M N 5000 I EXISTINI, III 1UW-D1 P 1 N 4893.24 h I THE 'SLOPING/BENCHING- TRENCH SAFETY METHOD ON THIS PROJECT. 4' UW-DI/P_N 14' I / E 20131.08 I THE TRENCH BOX METHOD OR THE SHORING, SHEETING. AND BRACING 1 N 4900 0 0 1 METHOD SHALL BE USED. SEDIMENTATION SEDIMENTATION r BASINS I i I" AG -CS 1 I TRANSFORMERS' 1 I I I 6 ALL BURIED FITTINGS (VALVES, BENDS. TEES, HYDRANTS. ETC) SHALL HAVE MECHANICAL JOINT CONNECTIONS, UNLESS NOTED OTHERWISE. 1 BASINS MN-2 I P / - ' L-J 7 PIPELINE STATIONING IS NOT SHOWN ON THE YARD PIPING PLAN V60X� J IN 4831.23 / P FOR CIAATES REFER W IONNPLAN PROFILES FOR STATIONING. COORDINATES AS SHOWN PLAN ARE CROSS-REFERENCED ON THE 1 _ JE 20095 30 o ET PIPING PROFILE SHEETS. Q I 1 YARD EMH-16 I N 4832.0 832.0 8 EXISTING AND PROPOSED ELECRICAL/NSTRUMENTATION CONDUITS O 1 0 Y �� SWITCHGEAR K AND DUCTS ARE SHOWN FOR REFERENCE ON THIS DRAWING I 3 CONTRACTOR SHALL REFER TO E/I DRAWINGS TO COORDINATE THESE I (2) 4" OS-SS/IY-� I /; N 4853.10 �� E 20130.6: n WITH YARD PIPING AS APPLICABLE. SEE SHEET E-8 FOR ELECTRICAL LABwNG (f) Qom• 1 I it / N 4803.07 E 2009793 MANHOLE 9 UNLESS NOTED OTHERWISE INSTALL ALL CHEMICAL FEED AND UTILITY ti aµ._ N 4807.00 \��LP I WATER PIPE WITH MINIMUM 3'-6- COVER OVER INSTALLED PROFILE. IF 111 N 4813.48 E 20130.85 _-__-.,_.l LI ER BURIED LRILIIY, RELOCATE TO PIPINGCONFLICTS m I E 20092.30_ - .l IN BELOW CROSSED ' (2) 6- GOX-SS SEE NOTE 2 I IfMN-13 1 1 10 CONTRACTOR SMALL REPAIR EXISTING ROADWAY AND SIDEWALK DAMAGED OR REMOVED DURING CONSTRUCTION. Z RAW WATER �- VALVE VAULT - ypLVE I BOX p 6' aC -DI o I I. I I I 11 BURIED YARD PIPING FOR WATER SERVICE 1 PEER AND SMALLER SHALL BE PVC DR 14 PER AWWA C-900 AND AND PER NCTCOG Q I MO OR a ; ITEM 2.12 20 UNLESS NOTED OTHERWISE. BURIED YARD PIPING FORml OZONE EMH-6- k ;o I I I SEWER AND SLUDGE SHALL BE PVC DR PER NCTCOG ITEM 2.12.14 0 - + VALVE UNLESS NOTED OTHERWISE. m CONTACT BOX 1 1 BASINS 1 12 CONCRETE ENCASEMENT SHAL1. BE PROVIDED FOR NEW SEWER F-L-I IT• I FLOCCULATION FLOCCULATION I r r� I i I LINES CROSSING SERVICE WATER LINES AS NECESSARY PER TCEQ BASINS 1 p-.�- 1 �M 4740.10 I /( 1 CHAPTER 290 REQUIREMENTS AND AS INDICATED ON PIPE PROFILE SHEETS. 1 / R-LN 4736.17 IE 20130.85 I - E 20105.01 13 PROVIDE METALLIC LOCATOR TAPES ABOVE PIPE BEDDING FOR ALL b' / -4 BURIED PVC AND PE PIPING. �J 14 PIPE MATERIALS GALLED OUT ON THE SPECIFIC PIPELINES ARE FOR d -4- 1 _ 1 REFERENCE ONLY. CONTRACTOR MAY PROVIDE ANY SPECIFIED OR NOTED 11 --� I PIPE MATERIAL STATED AS SUITABLE FOR RESPECTIVE SERVICE TYPES. j II 10` PW-Dl/P I _ I REFER TO DMSION 2 OF THE SPECIFICATONS AND NOTES ON THIS FILTERS FILTERS I I I 1 1 SHEET FOR ACCEPTABLE PIPE MATERIALS. 11 15 REFER TO PIPING PROFILES, MECHANICAL, AND/OR STRUCTURAL E SHEETS REGARDING CONNECTIONS OF PIPING TO NEW AID EXISTING g FILTER GALLERY ADMINISTRATION 1 1 i'8'WR-Dl/PI STRUCTURES. FILTER I I //'' 8- UW-Dl/P I I 16 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL r- GALLERY BUILDING J"�� [� I OF ANY TREES, SHRUBS, BUSHES. ETC IN LOCATION OF PIPING rGAS METER Q ///''' 4- DR ( '* I INSTALLATION. CONTRACTOR SHALL REMOVE AND PRESERVE VEGETATION ,n 1 54- FW-RCC/BSO / o h o Ar 4" 0-CS/F 1 1 I i NOTED AS SUCH ON THE LANDSCAPING PLAN $ — 1LT I L________lo O I' NG-PE I I NOTES d /� i fMP-15 O O 1 O j I 1 16' WR-OI INSTALL TAPPING SADDLE AND 12" TAPPING Of AT Al E O CHEMICAL TANK J 0 \ I 1 I J HORIZONTAL CENTERLINE RA T54"OR RW-RCC INSTALL 16"UFA x 1TH 1 Y' 7 ❑ Co yy -+ I REDUCING ELBOW. CONTRACTOR SHALL OBTAIN AND UTILIZE THE FARM w 1 SERVICES OF THE RCC PIPE MANUFACTURER (HANSON) TO PERFORM PIPE TAP. REPAIR ANY DAMAGE TO PIPE UNING AND EXTERIOR. SP'-2 a \ `� v '• Ii �/ \ TAP PER PIPE MANUFACTURER'S RECOMMENDATIONS AND ADJUST AS NEEDED W ( 8' SL-Cl/P \./ - SNOy(. 4"-UW-OI/P 14" VA-0//P i I 30 WW-I'CC/B50 • _ _ i _•� • - -• r - — - may„ -.�y�,.. 1 I -� RW RCC PI PTH E JOINTSER'S APPROVAL DEPENDING ON LOCATION OF 54' — - - q 2 (2) 6' GOX-SS PROVIDE ONE (1) 12' DIAMETER CASING PIPE FOR AREA 4 / r Z \_�-Dl/P ___�_, f \ I EACH 6' GOX-SS AT ROAD CROSSING. BEGIN/END CASINGS AT w I4+\\\ I \ /1/- /� -----L----fL -- UM 2-FT BEHIND CURB. INSTALL CASING BY OPEN -CUT I / / L q,� _____ _-I / I-_-?P-}I _-_�--_--Jy,\ METHODS. REFER TO DETAIL GD/CZ-7. REPAIR CONCRETE PER w r - ❑�� / -� i_ I I I `\ I STANDARD ROADWAY DETAILS. N 47W N 4600 y z F- S F n = Z O� 38 OU. W w z 0 � F } ZO L) ¢J W i 5 CL az wa ¢a O K wccr xo 43716 01£ w X CYPI PL001 C-18 I -- :_) 1 oil nrv=moye it / 8" SL-RCP u U VALV': Box - - - , - ; r✓ , r — - - I T I VALVE BOX 1 GOB LP / r� � g1 I 8''lW-Dl/P _______ LUH-1 EMH-5 VALVE 1 I-_ti4_✓A_Dl/P - k EMH-tD I I 1 \ LP , BOX \\\ TT 1 \\ II \\\ °s 3 ASH ,VATER ANK No 1 l HB i CHLORINE / \i IKULT 1 1 6" SS-01/P f 4" DR-01/ I AMMONIA STORAGE JI 1 / AKIA 1 / 1� SMH6'S DI/P-I SSMH / 7,_______ ___ I`_=�..�___ _ ; �___�___ I I LP BOX JC ____________ _ BOX - 'MERP __ _ Pr6 U� - �--L_________ /EIAH-72 I VAULT =---t------- Asa aw-ccjo -- wj Ibl E TED I R PW-RCC/BSO VA /LTD TREATED WATER METER VAULTNo 7 I SAMPLE LE/EL rEu tEVEI _L__� ❑ PUMP BOX I 111101 Hh1H SERVICE PUMP a i T-------T--� I II STATION STAT'a1 rruri e III Y1 ' - 1I I I I '� � f d � ELECTRICAL r-It --- - I `' _ BUILDING No 2 -r /\ I I--'---------- i I I EMH I it - I ElBCTRIC2 CLEARWELL No 2 I CLE4RWELL No 1 I N I it I TRANSFO6 UERS 54" Fl9_RCC/BSO _ 1" NG-P�� AREA 1 -� - - AREA 2 I 1 LP� MAILBOX 1: 0 w EAST GATE KEYPAD J GROUND 1 LIGHT 1 OE PP it \j I I I I m l II I afl" PW Ns -II I rc 11 I SEE NOTE 5 } I I II \ i FILTERED WATER °•, •,T I 'VALVE METER VAULT No 1 `I. 'n• ii 1 \ BOX CLEARWELL i-36" Of-RCG/B50 CLEARWELL OVERFLOW 1 1/2" AG-BS CLEARWLL VAULT r- 42' FW-RCC l NOTES 1 SEE GENERAL NOTES ON SHEET C-18 l 2 54" T. RCC CONNECT TO MISTING 4Y SHEET CD PIPE \ STUB -OUT. REFER TO PIPING PROFILE ON SHEET D O \ COORDINATE SHOWN FOR FLANGE LOCATION IS BASED ON \ PREVIOUS DESIGN DRAWINGS AND SHALL BE CONFIRMED BY _ CONTRACTOR PRIOR TO ORDER OF PIPE. 3 48" PW-RC C CONNECT 48" PI-RCC TO 48" PW 1 TRANSMISSION MAIN. REFER TO PIPING PW / PROFILE SHEETS FOR NOTES, DESCRIPTIONS, LAYOUT, DETAILS. ETC ASSOCIATED WITH PIPING DESIGN. CONTRACTOR SHALL COORDINATE TIE-IN AT 48" TEE TO MATCH COORDINATES. EQUATION FOR COORDINATE CONVERSION CAN BE PROVIDED UPON REQUEST. _ 4 30' PW-RCC INSTALL FLANGED END PIECE WITH BLIND iFLANGE ON 301 PW AT END OF PROFILE. 3 \\ 1 5 48" PW REFER TO PLAN AND PROFILE SHEETS C-66 AND C-67. 1 a \ I \ 6' OR -IN I If ryi to, a -DI _ - PW VALVE _ - - - _ - - - VAULT No - - - I - — - SEE NOTE 3� 48" PW-RCC NS-II -� - - - - — - 3_— IV PW-RCC NS- N 4069.00-L `N 40I7.00 a E 19735.25 E 19738.92 �UToI EASEMENT — -_ E n 0 N N SEE NOTE N Q77 GO E 20350.21 N 4069.00 E 20359.00 N 4500 5 i I � ffi N 4400 1 rc = z N I O O 0 R o N 4300 3 i- EiE `H n W.W o m Iq_O \fy op y CPWO = N 4200 N iQC 2 ~ a Z F_z g H w (L "' H N (J rc W CL a --- �w an" 03 ILL cl: N 4100 O < } i 0 UQE _ _ W u I U,uvccr rw 43716 _ _ _ F. e¢ xux CYP2PL001 0 n 41aT xo N 4000 G19 Si O O G O� O 1 O m c5 N 5104.30 E 19109.20 RW VALVE w w SEE NOTE 4 w VAULT No 2 N 5104.38 w w N 5075.26 Iw N 5081.09 54" RW-RCC _ _ E 19089.20 ,. E 19529.12 - - - _ E 1966]J9 ,LpC� q w AREA-.E p I SEE NOTE 16 -- -- - - - --_ -__--_----------- ----� - - N DIW I - -_- L I 36' FiY-?CC/B50 + + �N 507526 RAW WATER VE N W68.26 N 19654.00 -PROVIDE CLOSURE -_- -- 1 54" RW-ftCC/B50 E 19,106.78 VAULT No 1 o E 19602.75 E 19654.00 PIECE � I- SEE NOTES I 2 NG-PE A rt I 12 UYV-PVC L-I V \ 8 _ 72' RW-RCC a' Uw-Dl1p 1 N 5075 26 / 7 WEST GATE I I E1928250 -------__-. 418o V_ r-�--- ------------- RW VALVE 48' RW-RCC ��\ E 19654.00 I I I T VAULT No 3 I RAW WATER \ / �-L ---------------� L��-----, 1-------` L . / �.J U I }TXU EASEME IT I \ i VALVE METER VAULT 111 r^EDUCT BkNF \\\\ I /s4" Rw-Rcc- i VAULT I NO 2 / m I I( I I V I SEE NOTE C N 5000 / I I I V I I No 4 / PW VALVE N 49W 58 f y� N 4980.58 VAULT No 2 I I LL-6'x4' I I I I I E 19586.504• UW-PVC/ !�/ E 19667.791907 9g 1 O }D N 4973.63�-�� /I REDUCER I I I I 1 / Q FH SELL NOTE 14 1 /SSE NOTE I j I i I - 1 i a-uw-wc� + / SEE NOTE 15 fl I I I I ' \ I RAW N 4938.41 I E 19622.00 VSSMH-6 WATER I o N 492B.00 I i r'-E 1108 zD (I �' t SEDIMENTATLON SCREEN + + 3 _ z a E 189.0.00 /�4• '� / I I I IE 799.00 / i g I I 1 I BASINS N 19602.E 4' SS -PVC �2' GVI '1-CONSTRUCTIONI f I 1 f E 19602.75 N 4900 I/ TRAILER B I-✓'// 1 J f E 1.960 I a I O TRAILER �'1 1 I E 19602J NOTES N 4900.17 N t86908 I I P A 1 1 E 19282.50 I I E 195M 00 B t 1 SEE GENERAL NOTES ON SHELF C-18 �� I+ I I I I o. • 1 I I N 3862.42 / SEE 1 \ L 4 2 6"D$-,fD INSTALL RESTRANED PLUG/CAP AT NEPRE'T PIPE JOINT DOWNSTREAM OF = I 1 I � E 19596.00 LOCATION SHOWN. EXISTNG 8' DR-01 WAS CENTERUNE LEVATON OF APPROXIMATELY 811-50. 2 3 3 (7) 4" PROVIDE ONE TOTAL Ok STEEL CABINS PER SECTION 02222 ACROSS I I I 1 'f°I 8' DR -PVC 2' CG-PVC O I 3 ROADWAY FOR EACH 4' OZ-SS. TOTAL OF TWO (2) CAB .VGS REQUIRED. BEGIN/END CASING I I 'I SEE NOTE 13 1" AG- I I \ MINIMUM OF 2-FT BEHIND BACK OF CUR& WSTALL CASNG BY OPEN -CUT METHODS. SEE \ m1 N Z��.z DETAIL GD/C2-] SPACE CASINGS MINIMUM OF 3-Fi 0. COORDINATES SHOWN ARE FOR I 1 i MH-B --�I 1 LAME .><' I s el ��° N Oz. W THE SOUTH PIPE. VERIFY LAYOUT IN THE FIELD WITH T,- ENGINEER AND NOTE ACCORDINGLY N 4823.]3 ON THE RECORD'DRAWINGS. NTH_] I 1 I E 19300.00 I •� I N 481342 „ACIUTM _ ,!I I /�E 19667 79 m N19125.2 I I \I\ -� e _4R �Qyo-�� r :oE E 19532.34 - ---- SEE NOTE 6 4 48• PW-RCC CUT E A EXISTING 36' ' E RCC TO N AREST PIPE JOINTS TO PERMIT ~ E 19125.20 I 1 I \/ I i f AT CONKAkl_ATON OF O TEE AND TWO 48'x36" ECCENTRIC fEDUCEHS. FURNISH CLOSURE PIECES 1 I 10" SL-PVCI I 48' RW-RCC AL CONNECTION TO EXISTING PIPM1VG. CONTRACTOR BHAL�. POT -HOLE AND FIELD VERIFY JOINT I ' N 4800 TYPE PRIOR TO ORDER OF PIPE AND SCHEDIJUNG OF W( RK. REFER TO SPECIFICATONS „� I f _ 8. OR -PVC REGARDING SCHEDUUNG RESTRICTIONS. SEE PROFILE SF:ET C-32. I ` _12' DR-PVd ' I I / III I / SEE NOTE 7 5 18' RW-RCC PROVIDE 48" RW WITH 12• DIAMETER ILANGED BRANCH CONNECTION AT I MH-2 1 I L� / E 48N0 0 _ I I NOTED LOCATION INSTALL 12' GA COMPLETE WITH ALL IPPURTENMCES REQUIRED PER I N 1804.00 MH-3 J/ 8. OR -P/C DIVISION 2 BURIED VALVE SPECS. SEE PROFILE SHEET •:-26. I E 19130.20 N 4804.00 I I N 4766.83 N 48GBDO N 4786.83 1 1 I I E 19295.00 I I E 4766.800 E 19542.58 E 19618.8E I 6 12' W-WS REINSTALL FIRE HIDRANT REMOVED PF•2 SHEET C-16. REINSTALL COMPLETE I I OZONE I f _ WITH REMOVED VALVES MO PIPING IN ACCORDANCE WRL DETAIL BE/CZ-2. PROVIDE 12•X6' I I SDMH-6 1 I ` FLCCCULATION CONTACT N 4]81 34 I S2E)E NOOZ TE 3 S TEE FOR BRANCH CONNECTION. 1 1 GA N 4]4900 I I �x-10. OR -PVC BASINS BASINS E 19593.00 w 7 2 1/2" UW-PVC PROVIDE 4' TAP WITH GATE VALVE REDUCE FROM 4• TO 2 1/2• TO I I E 19305.00 SEE NOTE 11 N 4761.34 f N 4774.87 4i COMPLETE CONNECTION TO EXISTING 2 1/2' UW-PVC- I r? I 1 I E 19602.75 E 19653.00 UQ) p N 4741.34 I N 4758 O8 x 1- 88I �I REMOVE EXISTING 8' UW-DI BACK TO NI AREBi PIPE JOINT AND CONNECT VIA I o N 1 1 I N 4740.83 1 Z•x8• TEE BETWEEN NEW 12" UW-PVC AND EXISTING 8' UW-DI. 7 I I I o E 19321.00 F tc5oi 0n j E 19653.00 w g .. N 4716.14 9 6" SD-01 IF EXISTING 6' SO -DI IS REMOVED BY C INTRACTOR FOR CONSTRUCTION OF NEW I 1 1 a f N 4735.OD F N FILTER GALLERY TUNNEL, CONTACTOR SHALL REINSTALL PIPING AND CLEANOUT PER SHEET I I I 1 E 19596.23 12- UW-PVC E 19610.85 w d u C-16 REINSTALIAPON SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS. I 1 I < f 1 \\ N 47M CONTRACTOR SHALL PROVIDE FOR TEMPORARY SERVICES IF DEMOUSHED TO MARTIAN ROOF O F 3 DRAINAGE 1� '-T. ALTERS 1 ELL � FILTERS �N 19667.7 W $ 10 6JJ,W-pI FIELD ROUTE 8" UW-01 FROM LOWER U"VEL OF FILTER GALLERY FOR I I I IJ E 4716.14 F' a CONNECTION TO EXISTING 8' M-DI PROVIDE MINIMUM 3.5 FEET OF COVER OVER ENTIRE I i 1 I 1 1 N 4692.98 FW VALVE W Q O. E 19568.83 VAULT No I i PROFILE. CROWN OF 72• FIN APPROXIMATE ELEVATION :S 805.00. ROUTE MOUND EXISTING 6' 1 I 1 I SD-01 AS NEEDED. /-TRANSFORMERS I - 56" FW CS 4 I I �1- - _ _ - w 11 10" QR-PYG ROUTE 10" DR -PVC AS SHOWN. RI MR TO SHEET MC-4 FOR I I N 4637.92 1 1 + 1 FIL FER M- z Q CONTINUATION UNDER FLOCCULATION BASINS. INVERT ELEVATION ALONG PROFILE SHALL MATCH 1 + E 19282.50�� + Ill FILTER GALLERY SSMH-5 54•-� i GALLERY -- Ia- } I MH-3 WITH CONSTANT SLOPE TO INVERT ELEVATION W GO AT FLOCCULATION WINS. PROVIDE 1 . f I N 4633.00 N 467D.25 CO 1• �,_PVD Y j FLD(IBLE COUPLING FOR TRANSITION BETWEEN 10' DR-01 AND 10' DR -PVC. COUPUNG SHALL 1 1 I 2" UW-PVC �\ E 19532.83 E 19,F96.00 - AEIANDONFD T- EX BE APPROXIMATELY 2 FEET FROM END OF DI ENCASEME R. I I IELECTRICAII I I I ! 8 UW-^' SEE NOTE 2 u - �LI" - W 12 54' RW-RCC INSTALL RESTRAINED CAP/PLUG AT NO OF DEMOLDION. THRUST BLOCKING I BUILDING I I 6' 509-DV SEE NOTE 10 1 1 SHALL NOT BE INSTALLED. I�lo 3 + CHEMICAL I I I CHEMICAL. TANK FARM - I I' 1 ,_ 8" DA-Dl - 1 i I i PIPE CH45E ,,,�___•LLLI,,, JI •�F e 13 6' DR -PVC FIELD ROUTE B' DR -PVC FROM RW I ETER VAULT No 2 TO LOCATION SHOWN N FOR TIE-IN BETWEEN STRUCTURAL PERIMETER UNDER 0 WN SYSTEMS. HE OF 6" DR -PVC AT 1 H \ 1 v E 19213.20 �� y SEE NOTE 9 METER VAULT IS APPROXIMATELY 810.50 AND AT THE MUN WIN STRUCTURE 6' OR -PVC N 4600 CONNECTION IS AT APPROXIMATELY IE 801.25. INSTALL'WTH CONSTM SLOPE. REFER TO o STRUCTURAL SHEETS FOR POINT OF CONNECTION. I I a I TRANSFORMERS FG 1 8' UW-PVC i I N 4598,02 36• WW-RCC c f U 16' SD- 14 1• SA -PVC FIELD ROUTE i' SA -PVC PIPING BET',"EEN POINTS SHOWN WITH MINIMUM 4 AREA / >, _ 1 E 19456.67 N 1 RCP u PROVIDE MINIMUM MET COVER. M2 FEET PLE CLEARANCE OVER BURIED MY BE 2N RW--RCC. PIPE SHALL BE TRENCHES AS E PARALLEL NEDVI-E BOEPVC. FER- - �- _ / _ _ - ^ 43]16 TO MECHANICAL SHEETS AT LOCATIONS WHERE PIPE EN.ERS ST2UCTURES * � � � � � fAp� � � - RI£ wME CYP3PL001 T O I 1 Y NG-PF w 15 2_$$-P- INSTALL 2' AR- E WITH CONSTANT LOPE FROM SHALL BE SHACK TO SSMH-6. - ��------- ._�-------_'_-_ -- •------_ �O ! sctT rw � _ -_ I /1RLf1 a 16 6' PW-PVC INSTALL TAPPING SADDLE AND 6' TAPING GV AT HORIZONTAL CENTERLINE y-2Q i OF 36" PW-RCC. CONTRACTOR SHALL OBTAN THE SERVICES OF KC PIPE MANUFACTURER vi (HANSON) TO PERFORM PIPE TAP _r, 1 _ i I I I /'yam I ,T \ � , + ± ,��-- ,. I 1 1 1 1 1 1 N 4600 - - - / - I>3 AREAC, NOTES 8' SD -PVC N 4573.98 % I 36" WW-RCC SDMH-5 E 1�950620 m AR SEE NOTE 5 I E 19258.84 / i N 4564.50 N 4541.5] f I 1 SEE GENERAL NOTES ON S IEET C-18 _ _ _ _ _ I SEE NOTE 10 I E 19450.00 E 195]6.94 _ 3) 1 1/2' - - Y �� T - N 4565.00 OIL STORAGE i 2 6' 6S DI CAP / PLUG EIDS OF PIPE AT EXTENTS OF p p 1 2' NC -PE I F to4]s nO BUILDING DEMOLITION CONTRACTOR MA' PLUG ABANDONED PIPING WITH = a; M T7115.00 -_. CONCRETE IF PREFERRED. y N o L4' DR -PVC -- z 0 I N 4565.00 I SE. NOTE 13 3 72' FW-RCC BASED ONRLl40US DESIGN DRAWINGS. EXISTING 'o _Z Il --'- CONNECTION OF 72" FW-CS I! WELDED CAP. CUT CAP AND E 19305.001 1 \ / I<\ ! \ '�� ) <7 I N 4573.88 I �y ' PROVIDE WELDED JOINT ANDF RON FOR INSTALLATION OF TU R 1 MH-1 O Z -r CHLORINE /AMMONIA I E 19539.83 /. j 7 CS JOINT SHALLMEND IO WELDED AND GROUTED PER PIPE MANUFACTURER'S 61 FN 4460J8 _J I BUILDING I a Y �• E .46 RECOMMENDATIONS. E 19130.20 �' I N 1949 .4 g W 4 54' FW-RCC CONTRACT01 SHALL PROTECT THE EXISTING v W m I I j WASHWATER E 19498.64 '� H o \ RO E CLOSURE I V 3 MH-4 -I I WABHWATER RECYCLE RECOVERY = m x� N a is COMMUNICATIONS TOWER AND WILDING AS NEEDED DURING N 453833 19590\49 I CONSTRUCTION TO PREVENT U' IDERCUTTING OF FOUNDATIONS OR F N 4452 78 I i PU AP STATION I TANK No 3 E 19504.3o "� o I '/ASNVlATER N 4500 DAMAGE TO STRUCTURES. CO fiRACTOR SHALL OUTLINE PROPOSED E 1913520 I I 1 RV �AEIER, f,`OVt£Ut. METHOD OF EXCAVATION AND I ONSTRUCTION FOR PIPING AND I 1 1 NDa43432 VAULT 1 'ANK No 2 STRUCTURES WITHIN VICINITY C THE COMMUNICATIONS FACNTES FOR _ - f ' ENGINEER'S INFORMATION AMID ROAEW PRIOR TO COMMENCING WORK. i\ I j I I 6 E 19618.69 NO I IN 4" SS -PVC I / I I I v: u , IVV�VE l\ SEE NOTE 12 5 8' DR -DI CONNECT TO FOSRNG 8' DR -DI AT NEAREST JOINT I I I I WW DRAIN VAULT BACK OF CURB IE. i i \ VAULT No 3 I NH4h55278 �/ C(! // EE N 6 8" St FURNISH NECE: SARY PIPE, ADAPTERS. FITTINGS, ETC TO CONNECT EXISTING 8' SL�I TO MH-9. 10' R-PVC •q 1 \ I I E ` DR L01/P 19450.00 gC. i i \ __MH _yL1 SSMH-5 110' IL -PVC I I / H N 4a40 00 ] Il0�35Y INSTALL 30'x30' TEE WITH REDUCTION TO 12" PW-DI I - L=1 _ E 18910.W p ON THRU-RUN. PROVIDE GAT: VALVE AS SHOWN. ROUTE PIPE AS \\ .] _ E 19576.9 N 4443. 6" SS-DI/P IE ]94.10 SHOWN. INSTALL TEE AT IE N72.00. INSTALL 86ND FLANGE AT END \\\\\\\\\\ 1 SSMH-2 10' :5-PVC I I \-SSMH-3 • MH-4� 19650.E GRAN OF PIPE IE 795.00. N 4439J8 • I FIB d'�4T�7@--------------------- 4439J8 N 4399.27 VALVE I E 4439.720 I ,-.------------- E 19344.53 \ 19532.83 \ E 19634.23 yAULT N 4391 27 SSMH 8 5P1 INSTALL 30" TEE WITH 30"x6' REDUCER. ROUTE 6' I I \ E 19486.98 N 4424.92 \ SDMH-3 No 1 ----------- - �\ I £ 1424.92 N 4402.a8 PN-01 AS SHOWN WPR MINIMUM COVER OF 4 FEET. ROUTE PIPE MH-6 I •�------- -- -- -\---------- ---- UNDER DUCT BANK PROVIDING MINIMUM 2 FEET CIFARPNCE. SEE I N 1444C7891252 \ I E 19648J0 N 4400 DETPIL AA/CZ-1 I E 1912520 _ i a pp_ _ - 9 1' SA -PVC FIELD ROUTE 1' SA -PVC PIPING BETWEEN POINTS \ I N 438127 N 4381.27 48' PW-RCC'\NS-III \ I N 46B12y\ 1\ N 0.81'27 ' SHOWN WITH MINIMUM 4 FEET COVER. SAMPLE LINES MAY BE I I E 19311.67 E 19321.67 72' FW_I Cr \. �' E 19579, R3 E 19645.32 BURIED IN SAME TRENCHES A PARALLEL LINES. REFER TO I I 1 I - - _ �- �54" FW-RCC - MECMICAL SHEETS AT LOCH DNS WHERE PIPE ENTERS - Jr lJ / STRUCTURES. PIPE SHALL Be SCHEDULE 80. I ----- FW VALVE \\\ NH4 78 I I 72 FW-RCC I r------ - VAULT No \ E 19557.34 \ p z IN 2�E FIELD ROUTE F NG-PE ALONG PLAN SHOWN. \ SEE NOTE 6 I SEES OTEC9 w = INSTALL 2" NG WITH MINIMUM OF 3 FEET COVER. INSTALLATION i I I \ SHALL BE IN ACCORDANCE WI H SPECIFICATIONS. LOCAL CODE. AND I 1 \\ N 4391 D- NFPA 5C I I N 4355.09 \ E 19541 .23 \ N 19678.5 1 p p 1 N 19109.2Q99.27 I E 19321.67 \SEE NO E 7 1 L•�..---_- Fo I E 19W8.59 I 6 ' 1 E 19109.20 \ 11 36" SD -RCP REFER TO SHEET C-17 REGARDING INSTALLATION I I a m TPW 1 OF 36" SD -RCP AND COMEL, T WITH EXISTING FENCE LINE. I B b = \ 1 1 N 4330.00 METER I 3 c 12 4' SS -PVC INSTALL 4' 3S-PVC BETWEEN SSMHs AT NOTED I E 19213.20 I I 'f- FW VALVE o I VAULT \ \ \ \ INVERT ELEVATIONS WITH CC J! TAINT SLOPE. i i 54' FW-RCC VAULT No 4 f No 2 1 N I6.94 \ \ I I I I 1 1E 19634.23 I 0�'�3ti, \ ' TXU FASEME JT i CLEARI TELL I 1 p HIGH SEPVICE I I 3e.W \\ �� ELECTRICA' I I 1 ':Y O PUMP STATION N 4Z78.94 DUCT BAiJt NO 3 I E 19634.23 1J \ p 1 I I I SEE NOTE 9 \ I ry ipi y 55MH 15" SL-PVC I I I o N 4224.27 1 I I 1 'p9EV' \ N 4239J8 N i I I rE 19546.23 E 893483 12' OR -PVC \ 15' IF 78829 o I I I I I SEE NOTE 8 N 4228.D p 1 I \ 4' IE 792.10 10'- 1 1 CLEARWELL OR 1 I y/E 195]9.23 I \ \ I I I FW VALVE 1 1 -- \ LV1 196450 \ I I I BOX No 2 VAULT No 2 1 E 19641.03 13 4' OR- MANHO INSTALL 4' DR -PVC FROM SDMH-6 TO 36' 1 I / JEfill, 1 l' SD -RCP MANHOLE WITH MI4' DR 4 FEET COVER. PIPE PRESSURE 1 LJ---r N 4224.27 \ 1 WILL BE 50 PSI. 1 1 r - - - - - - - - - - - - \ I E 19579.98 x\ I -_ N 4200 14 72" FW-RC REMOVE 60STING 72' FW-RCC TO NEAREST I ' - 1 W JOINTS TO LOCATIONS SHOWN INSTALL NEW 72" FW-RCC PER - / ' MANUFACNRER'S RECOMMEND MONS. PROVIDE CLOSURE PIECE TO 54' FW-RCC \ I 2 F � 6' PW-01 I fQ a MARE CONNECTION. 15 8' SD -PVC INSTALL 8' SD -PVC TO CARRY ELECTRICAL i I 8" DR -DI BUILDING ROOF DRAIN. INST/_L AT CONSTANT SLOPE Fl20M IE I 1 I �$fE NOTE 5 N 4194.50 N 4183.42J 1-200' R DlO \ RC. I N 4180.03 F' Q. ? 803.00 TO IE 801,50, INSTALL HEADWALL PER CITY STANDARD. I N 4136.83 I = E 19482.26 E 19546.23 \ MWER ,P t\ O I E 19677.42 = f g E 19135.20 I \ CC \ 'by SEE NOTE 3 r w a N N4136.83- I I \ \2 1 N4180.03 d' m J E 4136820 i -- l� PAbNG V NIC ryS \ITS\\ I E 1966810 Q~ 0- 3 ' \ N 413683 JFP-��SSMFi-1 COMMUNICATIONS �i rc IL - \ E t91'5.20 VU'J I N 413283 PW METER �\ \ E 19fas.zo /A BUILDING VAULT No 1 w Q (L \ SLUDGE I/ i /�-6' S5-D! SDMH-2 O Q O ry \ \ METER V ! ABANDONED E 19698.7 \ \ U- Z a r N aloo .. VAULT L`--'4 - - - - - - - - - - - - - - - - - - - N. \\ .. I O > n \ I v O \. /I 1 10"DR-D) `\\ } Z \ I I CLEARWELL / 6" OR-OI _ - 1- 'o o \ \ 0 I DRAIN METER LSEE NOTE 2 1 i �J 36' SD -RCP (� m VAULT N 4089.85 1 i W S I :ttP) E 19444.56 SEE SO -RCP ♦y 9 55MH-F ; SEE NOTE 11 Il ND4089 81 \ N 41051.41 ( V E 19625.40 r £ 19066.31 I 12" SS--D(/P \\\ 15 0 30 \\ 55MH-_F.__-____-_______ a__---..;----------------------------------`---------------- \-PROPERTY LINE wwccr w 4371E n __---_-______�____��_____�- GYP4PL001 swn rw a po o\ o o _ o 0 0 0 y N 4000 / -Ln yI w m a m 1 w W W w 0 1 1 5\43716—EM—III\CYP5PL00Ldwg Jul 15, 2005 — 828cm User dovishw �r O I 8 O 8 8 I m I VAN _ oy a O O I o m n IIe /I u ;III i I I I > I CITY OF FORT WORTH, TEXAS EAGLE MOUNTAIN WATER TREATMENT PLANT - PHASE III �i 8m AREA 5 YARD PIPING PLAN mz mqNq .Ny I Om 0 I �I I i I I I I l II I I I - I I I I I I I F m m z I I Z S�'"OF , onwR[D er CWTRUFF CM HD Cemp a.&McKee inc DMWH 8r J, DAN SHANNON 0 SHANNON 5]897 sR�n cRK'D eSS�ONAI EHtIP� wTE JULY 2005 REV Mn w E 18100 IE 18200 I I 1 I I IE 18300 I I 1 1 IE 18400 1 1 I 1' IE 18500 I I 1 I IE 18600 I I 1 i IE 18700 i 1 1 IE 18800 1 1 I 1 I IE 18800 I I REWRKS 0 o s o 0 N 5200 AREA 6 HIGH VOLTAGE HIGH VOLTAGE r if. < OVERHEAD POW OVERHEAD UNES PoW� LINES CAS PIPELINE -- PP I oeW E�.; ut \� I AREA, 5 15 0 30 I 36- RW-RCC 1 N 5100 I 1 NOTES / IY LA/R RELEASE j 2- NG-PE JJ 1 SEE GENERAL NOTES SHEEP C-18. � _ ✓ACNE MH 1 2 REFER TO 72' RW-ROC PROFILE 01 SHEETS C-24 AND s 72' RW (BY OTHERS) i 72- C-25. L O6 3 72" RN-RCC CONTRACTOR SHALL BE RESPONSIBLE FOR - MAKING CONNECTION TO 72' RW-RCC 3EING INSTALLED BY P1R RELEASE OTHERS (RW PIPELINE CONTRACTOR). JONIRACTOR SHALL N 5063.68 N 5063 62 _NTyVE MH - - - _ _ O I N 5058 83 E 1]80695 E 1]850.40 1 E 18068.90 PROVIDE 72- CLOSURE PIECE FOR MAKING THIS CONNECTION. CONTRACTOR SHALL SCHEDULE INSTALL MON OF LAST PIPE JOINT N GAS MAR AND CLOSURE PIECE TO BE INSTALLED AFTER RAW WATER N I %o STATION PIPELINE CONTRACTOR HAS COMPLETED HIS WORK. REFER TO I SECTION 010Q FOR SEQUENCING AND SCHEDULE. PROTECT I N SON OPEN ENO PIPE UPON INSTALLATION P AOR TO MAKING - i o - CONNECTION. N Zi LZ 6 yE i _ I � 1 i ii t�;z I 1 i I I I 1 100' ROW I LONE STAR GAS I - 30' EASEMENT w N I I W i N 4800 - F a Z iXU PR )PfRtt z d O z rc W C E LL 3 It of I LL z Q a O z} z F- I U °s N I I o I I a I 1 ru.c Ewer: CVP6PLOD1 z — — _ — — _ _ _ siaTr xo C-23 rn I N o Rmj L vERHFAO HIGH VOLTAGE PO LINES N z g N Vp+� OV1 Obi N>O ' I tam �NN i hbW �'nW = ntiw 1 810 810 .0 -- _ ----A.- 1 5�5 1 PROPOSED ROAD A p I m GRADE 805 oD Row > GROUND 805 � I i 800 800 a 1 GE i 10 r72• RW SLOPE 0.00% 795 795 / I 790 ow SLOE 1.79% Z 790 72 RW 72• RW SLOPE SLOPE 1.95% J I= 8Y OTHERS —1.04X 72• RW 785 ----- 785 L L 780 j 1 780 1 775 , 775 n o 8U.O O O r0p00 O y tD 60 b 4 YOl wN m Ir m m 4 Hm Im m m Om0 'F m,Ay 2 nl Z$, N J Z ]0mZ am n�rw NN ONrm 0 a_in_r N j00 Z0 0 Iw M Om s f YI N~ 0 m0 770 m w O J 77O �_� i zwww iw �azw _ m�Sow_ �n n_zw w - vFi__�n» �azw 6 0+00 1+co _ 2+00 3+00 4+00 5+00 6+00 7+00 _ S 72• Rill N PROFILE 1 _ W MR Y-5'YFRf • b33 - I polo m poo cTo a aG� I NOTES �'• :rc: � 1 n n$ n a i w a> 1 1 SEE GENERAL NOTES ON SHEET C-18. 815 i ar am a'o° 1 815 2 REFER TO YARD PIPING PLAN SHEETS Nu I" H rna THISip0.0E��y S 10' T%U NOTES REGARDNG PROFILES SHOWNCATED EASEMENT SHEET. DUCT BANKS 810 3 CONTRACTOR SHALL COORDINATE WORK 81 O 1 WITH SPECIFIED SHUT -DOWN SEQUENCES. iNSIBLE 1 B ORCC ROAD A ' l MAKING CONNECTION TO 2 RW BUNGR OTHERS CONTRACTOR). CONTRA E OR PIPELINE PRWIDE 805 oI 0 805 72• CLOSURE PIECE FOR MAKING THISCONNECTION. - ------_—�` - - _ - -- _ — �— _ � CONTRACTOR SCHEDULE v + I -- T AND NSfALLAFON OF LAST PIPE JOIN h 1 I GROUND (� C CLOSURE PIECE TO BE INSTALLED AFTER RAW WATER PIPELLNE CONTRACTOR HAS COMP E ED R TO 01040 REIE FOR S (Qq a 800 Q -- Q (JOO SEOVENCKNG AND SCHEDUIF.ONPROTECT x _ _ SCOPE 3•67X VI END PIPE UPON INSTALLATION PRIOR TO MAKING CONNECTION. W g F' n WI �— 1.17iF° 1 795 5 REFER TO NOTED DETAIL REGARDING INSTALLATION OF AIR RELEASE VALVE MANHOLE = Z — F- w r 795 Z _ _ _ 72• IjW _SLOPE M1I MANHOLE SHAH BE PLACED NORTH OF THE PROPOSED 72' RW AS SHOWN ON C-23. W J I J >0> CC 6 REFER TO SHEET MK-4 REGARDING VALVE F N 0 J 79O 1 V aLOPE 1•95�' ICY1= 1 U 790 VAULTS SHOWN. 7 ELECTRICAL DUCT BANK ELEVATIONS SHOWN w w C Q LL ��• RW-r------ ARE APPROXIMATE AND DEPENDENT ON FINAL LL• w ------- INSTALLATION BY ELECTRICAL SUBCONTRACTOR. U. Z _ o o i � IQ CONTRACTOR TO COORDINATE LOCAPONS AND 0 F AS NEEDEDDURING zn 78- I 1 785 CONSTRUCAON.NS ELECTRISU BCOWRACTOR CAL AND GENERAL CONTRACTOR SHALL NOTE FINAL 0 0 AND TOP AND BOTTG DIMENSIO1 ELENAPONS 0 w n OF DUCT ENCASEMENT FOLLOWNS INSTALLATION J � I AND NOTE ON RECORD DRAWINGS. 0- 780 I _ _- - 0 780 o 1 m$ a a m o c + o �. cl ri m � m r d 775 m €w m = m = mr w w ��- w� 775 w 4 716 9+(0 10+00 11 +00 ---------- 12+00 13+00 14+00 N cPRPRoo1 sm � 72• RW CONTINUED PROFILE C-24 j1• vN 1 _ W MR i' _ 5' yERi I „2m 830 NI�W 825 I 820 01 �I 815 ¢I N 810 �1 J I � 805 Ic=i 800 795 I� 790 -ROAD A SIOPI �9" Rw IN 9.95% W 0.00% � z��� z w L u C I > � K > O IR P> P.W W O� QO Y1WOO ryi mW u'O` Ux MN� N I� o vi;Q 0 N uf3 O#3N xo iV ^OOP �V ODN '3 p#wtON r3 $ O rc� O < # #KN W O' W O'Y (Oa 6OlmbbW K_ # x�NNW W Pd P�ni Naap KCI PWmhO (V #yV'N'�, P py O Wmf `'nw W �xN % ¢ry"'O1` NWW �K`. <m r xp _M I¢or6w °1m W m d nn rnw �xN tiww FOMPO Nmzww !�nwuzww 16+t )0 17+00 18+00 19+00 72" RW CONNNUW PROFILE 1' - W Hat r - s' rrRr 830 825 820 a 815 — ---- 810 805 Boo 795 p _I �I Z o 790 p � B 6 0 o \o `��4. �.b33H NOTES t�'� �A� i SEE GENERAL NOTES ON SHEET C-18. 2 REFER TO YARD PIPING PLAN SHEETS AND C-23 AND ASSOCIATED pm (o NOTES REGARDING NOTES REGARDING PROFILES SHOWN ON THIS .P SHEET. 3 CONTRACTOR SHALL COORDINATE WORK WITH SPECIFIED SHUT -DOWN SEQUENCES. 4 CONNECT TO 72, RW INSTALLED As PART OF OTHER FWWD CONSTRUCTION CONTRACT. JOINT TYPE WILL BE A 150 LB FLANGE CONNECTION. CONTRACTOR SHALL PROVIDE GASKETS AND MISCELLANEOUS APPURTENANCES TO COMPLETE CONNECTION. DEPENDING ON w TIMING OF CONSTRUCTION CONTRACTS OTHER w 72' RW MAY NOT BE INSTALLED. CONTRACTOR SHALL TEMPORARILY SEAL END JOINT AND PROTECT FROM DAMAGE UNTIL CONNECTION IS SCHEDULED. FURNISH ALL NECESSARY BOLTS. Z NUTS. ETC TO INSTA CONNECTION PIECE. F g S REFER TO NOTED DETAIL REGARDING = f INSTALLATION OF AIR RELEASE VALVE MANHOLE. F W _ MANHOLE SHAH BE PLACED NORTH OF THE a PROPOSED 72' RW AS SHOWN ON C-23. F 3 W 6 REFER TO SHEET MK-4 REGARDING VALVE yO > K LL VAULTS SHOWN.o 0 TO SHEET 0-26 FOR 48' AND 54' QLL 3 d RW PROFILES. 8 REM ROUTE 2 1/2- UW-PJC FROM TAPS M- O OFF OF 12' UW-PVC. COORDINATE f INSTALLATION WITH 4160 V DUCT BANK. } j PROVIDE MINIMUM 3'-8' COVER. Q _ Uw w a w vgWEcrw 43716 mF wue CPRPROO2 sxn xo C-25 830 j 825 820 815 810 805 800 795 I 790 0+00 835 830 825 820 1 oY o� OI m1J� q V rN two �� o U a 1+00 ml� ply R �I� Mom Yam I - a'w I FNI- aiow a 48' RW SLOPE 0.00% GROUND II 48' RW „ SLOPE 4.69% 48' RW SLOPE 0.00% J �I EXI571NG GROUND 54" RW—RCC SLOPE 1.00% 815 I) t f , 810 / / RCC SLOPE SLOPEE 1.1.009> 805 N z 54' RV a SL0PE'1.00% 800 > a o `* o aam �frmp n�m +nnz +Yrii �yoeri ��ri 795 /aT-19WNnz w�9 Gywin.x.1w 0+00 1+00 48' RW SLOPE —8.11% 48' RW I _ _ ROAD _ _--_-- __ SLOPE 41.43% A-[ 46' RW N o I w � W Z � w m '.�3 aNtn3YoFate+ $m o� bm + ($ + wwmW r�ri3w ogm m W agw 2+00 3+00 48' RW PROFILE 1- : 2Y HOR I V V T 54' RW PROFILE ,- - RO HOR 830 825 820 815 S SLOPE 0.00% 5 \I � 1i �� 810 SLOPE 0.00% �� v 805 z � 800 Q 795 �. o z m F 2 O O h O 0O np. :O M�OOW + mO aOmN mO azOmmi mdz Y O Y Onq.' VaY� m J a_m o, ai,m a. a�mW a_m a_ <�m aowaO c1 0 mmzWw rnYZWwm t;iw riimZW�+ >nwWW 790 � 4+00 o s NOTES 1 SEE GENERAL NOTES ON SHEEP C-18. 835 2 REFER TO YARD PIPING PLAN SHEET C-20 0 AND ASSOCIATED NOTES REGARDING PROFILES SHOWN ON THIS SHEET. 3 CONTRACTOR SHALL COORDINATE WORK p 830 WITH SPECIFIED SHUT -DOWN SEQUENCES. 4 CUT EXISTING PIPE AT APPROXIMATE LOCATIONS SHOWN REMOVE PIPE TO THE NEAREST JOINT. IF NECESSARY. CONTRACTOR SHALL PROVIDE ADDITIONAL PIPE LENGTH FOR JOINT 825 CLOSURE REQUIRED. PROVIDE PALL- WORKESSARY SEHALL BE _ PERFOMED PER PIPE MANUFACTURER'S W RECOMMENDATIONS. <W< r� 5 AS SHOWN. PROFILE DEPICTS PIPE (n QQn 820 PROFIILEGFROM NTEE CONTACT CONTACT BASIN BASIN No 5 x H' SHALL BE THE SAME AS SHOWN. H g > 6 ELECTRICAL DUCT BANK ELEVATIONS SHOWN > ARE APPROXIMATE AND DEPENDENT ON FINAL = Z 815 INSTALLATION BY ELECTRICAL SUBCONTRACTOR. f"' W CONTRACTOR TO COORDINATE LOCATIONS AND r co FINAL ELEVATIONS AS NEEDED DURING 0 8 o J CONSTRUCTION. ELECTRICAL SUBCONTRACTOR KK AND GENERAL CONTRACTOR SHALL NOTE FINAL F Z �' DIMENSIONS AND TOP AND BOTTOM ELEVATIONS ~ w Q> 0 810 OF DUCT ENCASEMENT FOLLOWING INSTALLATION EC W > d AND NOTE ON RECORD DRAWINGS. U- 3 d' O-00 805 Zo 800 795 "NEN 43716 rnE w E CPRPM03 �rtT w C-26 hp 4h b m n xOm 820 m W b W mm W mW mW m41 NbW N' W820 815 / 815 EXISTING GROUND - 810 810 SEE N(TE '6 805 � � 805 J 800 800 `72" FW SLOPE 0.00% 795 - \ 795 I 790 785 i 780 0+00 810 805 800 795 790 785 780 775 770 i i I 0+00 72" FW 72" FW SLOPE 6.107 SLOPE 0.00% Z r � w p'"I" vOi M'G oa n�$ o�'mDm vmi� Fig<°'nW !a->-$m a�mw aF tm Faa°'`°W N (i2W W(O V16W �i Wy NWW VIW2WWN_ 1 +I )0 2+GO PROPOSED g�^ GRADE g q UIS7/NG I n GROUND IIW v 54" FW SLOPE 0.007 54" FWJ / SLOPE 0.00% 54" FIN—,�' SLOPE-40.28% 72' FW PROFILE 1 W' NOR UN I �>OO K¢ MIQN NQJ YQ U0 Zn ddm a Nm fW0 + U �W + n NbW N�F U Lm awo f ROAD G CG (TVP) 5" FW SLOPE 0.00% 54" FW / SLOPE-25.62% J 54- FW —� SLOPE 0.00% U o rc r z n U � Q z 7 J 9Z�4p1W nFb�2XW oFVaI i<<O.rwvmi n+ .wcWWan�'� ZKµ bZ maW M bWAW >LLmW >'bO•n FV1d2WW V�ItW N��W FVI0. 1~/IW WpWb �}' d- ZWW FN 1 + )0 2+00 3+00 54" FW TO CLEARN'ELL No 3 PROFILE I- - XI' NOR 1- - 5' VERI 790 785 780 810 805 800 795 790 785 780 775 770 NOTES 1 SEE GENERAL NOTES ON SHEET C-18. 2 REFER TO YARD PIPING Pi -AN SHEET C-21 AND ASSOCIATED NOTES REGARDING PROFILES SHOWN ON THIS SHEET. 3 CUT EXISTING PIPE AT APPROXIMATE LOCATIONS SHOWN DOWN AND UP STREAM OF THE EXISTING 72".48' ECCENTRIC REDUCERS. FURNISH AND INSTALL WELDED BUTT STRAP OR SIMILAR CONNECTION PIECE TO CONNECT PWN ENDS OF EXISTING AND NEW PIPE. ALL JOINTS AND WORK ASSOCIATED WITH THE CONNECTIONS BETWEEN NEW AND EXISTING PIPE SHALL BE PER THE PIPE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE SPECIFICATIONS. 4 SUPPORT EXISTING CROSSING PIPES AS NEEDED DURING DEMOLITION AND CONSTRUCTION OF 72. M. 5 CONTRACTOR SHALL COORDINATE WORK WITH SPECIFIED SHUT -DOWN SEQUENCES. IF CONTACTOR SELECTS TO REMOVE ANY EXISTING CROSSING UTUTIES TO PERFORM 72' FW WORK. REMOVAL SHALL BE COORDINATED TO PREVENT DISRUPTION OF SERVICES TO OWNER ANY REMOVED UTUTIES SHALL BE INSTALLEO PER SPECIFICATIONS AND AT MINIMUM EQUIVALENT TO EXISTING CONDTDONS. 6 BASED ON PREVIOUS DESIGN DRAWINGS BURIED ELECTRICAL AND I & C CONDUITS ARE INSTALLED IN THIS AREA. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION. 7 ELECTRICAL OUCT HANK ELEVATIONS SHOWN ARE APPROXIMATE AND DEPENDENT ON FINAL INSTALIKUON BY ELECTRICAL SUBCONTRACTOR. CONTRACTOR TO COORDINATE LOCATIONS AND FINAL ELEVATIONS AS NEEDED DURING CONSTRUCTION. ELECTRICAL SUBCONTRACTOR AND GENERAL CONTRACTOR SHALL NOTE FINAL DIMENSIONS AND TOP AND BOTTOM ELEVATIONS OF DUCT ENCASEMENT FOLLOWING INSTALLATION AND NOTE ON RECORD DRAWINGS. 1T l_J N o a Z a J r W S z ru Lu F z�DO OW 3x oLL LL pa 0- z LL LL z Oa ❑ �n Q �w 3 w LL JU' ' r RaWcci xo 43716 rar: xue CPRPR004 SxEET ro C-27 1 S:\43716-EM-III\CPRPR005.Owq Jul 16, 2005 - 9.18pm User Eovishw 0) W v O C71 O V 00 00 (D (VO O 00 00 1 O 1 O CT O C11 O in O O� ISTA 1+00.0.9 BEGIN 42 . CONNECT Td 42- FW N 4362.07 E 19741.44I IE 795.20 ISTA 1+07 71 54 x42 EC REDUCER + IE 795.20 1 O iSTA 1+1352 PVI - 11 1y4 DEG BENL IE 794.20 I1I STA 1+23.32 PVI - 11 1 4 DEG BENL IE 792.25 STA 1+29 6 ENTER FW V VE VAULT 40 5 IE 792.25 STA 1+41 6 EXIT FW VATE VAULT NI 5 N IE 792.25 + O iSTA 1+62.8� O IPHI STA 2+7C PVI IE 781.00 qk C] + `A r i O TIE 681.77 ISTA 5+21.9. PVI IE 782.50 ISTA 5+24R 172 x54- TEE N 4381 27 E 19321.67 IE 72" 782, �0 IE 54" 783.'5 + SEE NOTE 4 O 1 O � m� DEG BEN) DEG BEN) N N J N W m O 0 9 O m 0 Os O N VAULT Jo 3 VAULT W 3 No 3 CA 0) 14 O C71 O ON ON 'D OA b I V m m m m m off` o� I� o� 8 o S iI d./ 045 1^ I m 0 TA 1+5 ..96 12- PN-RCC JE 799.00 TA 1+75.04 1 12 AG-85 IE _ TA 1+9].3E 6 SD -RCP IE 801.73 TA 2+12.35 I 43 PW II NS I E 798.50II IT A 2+1735 - SA -PVC IE 806.00 TA 2+86.00 2 1c eo we \ TA 340D 35 O 30" PW-KC - NS N IE 799.00 TA 3+13 60 ELECTRICAL DUCT BANK TA 3+28 67 o g ELECTRICAL DUCT BANK 0 I I STA 4+07.11 Fi co OD t0 co O O C71 O CT O ELECTRICAI DUCT BANK tL�IA 0 / m0 0 00 ib 00 O U1 O (T yz00goM8HV Da m+-°n+iaw m."' o o o;o Nor "qrn F c� mAit oo- m oy�mal €P94v " R92 A�v OOz:r�FoN r zZy000p 1, Gcoi'° (iNOi O zpz;Foii i mogo OpC�FO pQ00 7 m aOZzz z 2;nm� z o� '0,0 6n0Fg$ zn oy8Uzpo 5 A --I c. Zr0 mmz m oZZmT zm0=0z zg ON y5K .lwp4yzyNO2ma 2�A I•1 Zm om 0 CITY OF FORT WORTH, TEXAS p Ep C BARTRUFF /���� EAGLE MOUNTAIN WATER TREATMENT PLANT -PHASE III +%�� HDI VY���CRmp Lkassa&McKee lnc. IV n OD 9w 54" 172" FW CLEARWELL No 2 TO CLEARWELL No 3 .HAD. D; ,BARTRUF, q'' 916e°' " �•.... ENS,. 7 srv¢1 a«'p er D SHANNON xvwoso e, i S- TT PROFILE/ON G�? L EN �5�5 w1• LY 2005 NEVDAM B REHV x5 1 S.\43716-EM-III\CPRPR0060wg Jul 16, 2005 - 919pm User: Javishw B 00) J v OD (A O 0 O r ' 00 00 to co O O U1 O (71 O 01 O (T O O O STA 1+00.01i BEGIN 72 FW 72"x72' TIE,N Ns 4381.27 p E 19579.23 -O IE 781.00 m STA 1+24 421 ENTER FW V LVE VAULT I10 4 E F 781.00 B$ �IE MK-4 I SE V E FW VAL E VAULT N� 4\ I / O tE 7 781.00 XI STA 1+49.2 RESTRAINED JLOSURE Pit CE IE 781.00 STA 1+63.3. 48- FW-CS IE 783.00 <_ STA 1 68.8 -05, 18 C5-05 50 pSTA 1+77.3 1<[ --- O 48 FW-CS IE 783.00 STA 1+82.8 18 FW- IECS IE 785.50 <_ .� STA 1+91.3 48 FW-CS IE 783.00 STA 1+968 24 FW-CS IE 785.00 HE 783.00 IE 783.00 STA 2+53.0 u� O ENDEND ]2 FWFYI £ m 72" BLIND F N 4228.27 36 E 19579.23 IE 781.00 0) -I V 00 OD N O (T O U1 mI� . iTA 1+4126 ELELrRICA1- DUCT BANK TA 1+4500 4 OR -PVC IE 804.00 YA 1+4900 2- PW-PVC IE 805.50 I m :TA 2+38 83 4 DR-UI o IE 805.75 xb .o m to CID O 00 OD O 0 yZyO U1 O 011 g�P pOZZOmZOyAy�mN AAA Css OON j {� A f -� Im�l iA m €yP -1 8 Zy OnOyF O40ZCT�8-60 -H yCZ'-- 0. NA ONA 4) fyOA 0 Nmy OL Z�Aj m Nod g �yAZK� 2M $o Aso ono G S' io°2 �m17+ ?1n 14og C0-0. n'oyiA'z m mi m.mo pyv���w D0o`-3 ii� 0 =ov o mzmS OOoO-R;-19. oo i D. i Z n9 Z a'pm Fo ov,�" im cgo rpi Oj o �i�coomcmZm� s_Dz 2 OS rm19�(7yD 9y0 2N xN N"'ozaioi ofIg_1= o9 n 0 mom ZNA OAZ Y T VIA r o CITY OF FORT WORTH, TEXAS EAGLE MOUNTAIN WATER TREATMENT PLANT -PHASE III 72" FW A V HSPS SUCTION HEADER o g m PROFILE ' f;Ygs EDS.KID er C B.4RTRUFF •. � wuww er HD ViA��Cemp Ik®eT&McKee lnc. HAO 0: B.ARTRUF \l 91888 0 ,�W '\? fSS/ONAN sxEn,R D SHANNON rrTR m f �g w• JULY 2005 REV Am eY RENWNS SU-mNN j HI( SERVICE I �iN„a�q PUI P STATION + 3 mn SEi NOTE ] 810 EXISTING oa a a' GROUND r w z W w y PROPOSED 805 GRADE ^.' y CONNECTIONS NOT SHOWN 800 48" PW SL3-S-0.00116 �I 795 48" PW —� SLOPE 0.00% 790 785 780 775 1 770 0+00 810 805 800 795 790 785 E 780 775 9 770 i z e N GR GROUND O�N a V� rcm Waa IW 2r Oda IW n� mam Non +vr^ —48" PW SLOPE 0.00% veW Q2w -CONCRETE PROPOSED GRADE -- ROAD G d I �48" PW SLOPE -8.78% 11 -I;" n aW ow cW e n $im:�°a'�voi owuoi P�gi n; uoi a voi mN � `n o -Izaaem - _ VIiO� Z W W N 1 +01) 2+00 48" PW SLOPE 9+OA NR FONu. N W OpW i O_ mmwUnNO O FZONZ w G, rim �n wa0z Wa w ' Cj W a Y N� ry20y Nn0 ry O wq� n �inw Fx^ rs (/�WWN NWW NdW_ 3+00 lV 810 � a 805 10 800 a + 48" PW SLOPE 0.00% I00 p 48" PW SLOPE 0.62% a 795 ��--- —�---- IZ 790 IJ I � 785 � I� - 1 780 F 1 > a $' 775 _ z> N i(Iapp o w I J Z O y OqP 'n J O mRb O n JOw,o N J n i_n ¢W^w awn ¢-^ I 770 0 0 inazww 1w ;w 4(Lw ww y 4+00 5+00 6+00 7+00 o s 48" PIN NS 11 PROFILE ,• _ so HCR ,- - 5• .S«T NOTES 1 SEE GENERAL NOTES ON SHEET C-18. z' 0 810 2 REFER TO YARD PIPING PLAN SHEETS "y C-19 AND C-21 AND ASSOCIATED NOTES REGARDING PROFILES SHOWN ON THIS SHEET. 3 REFER TO SHEET MK-5 REGARDING METER 805 AND VALVE VAULTS SHOWN. 4 ELEVATIONS PRE BASED ON PREVIOUS DRAWINGS. CONTRACTOR TO VERIFY LOCATION AND RELOCATE OR PROTECT AS NEEDED DURING CONSTRUCTION. 800 5 DEPENDENT ON CONTRACTOR SELECTED AND ENGINEER APPROVED PIPE MATERIALS. INVERT ELEVATION AT INTERSECTION WITH 48" w IM PW MAY VARY. REFER TO T/P ELEVATION ON Q 48" PW PROFILE ON SUBSEQUENT SHEET. (QQn to 795 CONTRACTOR AND SELECTED PIPE MANUFACTURER SHALL COORDINATE INVERT JC i ELEVATION OF 48" PW NS 11 PROFILE AT W CONNECTION TO MATCH 48' M. ADJUST PV1 F- a AT STA 7+10.00 AND STA 9+51.59 ACCORDINGLY TO COMPLETE CONNECTION. w —_ 790 6 ELECTRICAL DUCT BANK ELEVATIONS SHOWN V% W -- - - -- ARE APPROXIMATE AND DEPENDENT ON FINAL 0 ~ Z LL CONTRACTOR TO COORDINATE LOCATIOLL INSTALLATION BY ELECICAL NS LAND ? 1- ELDURING x 0 CONSTRUC ON.NS ELECTRIECAL DED SUBCONTRACTOR 0 w aD E. 785 AND GENERAL CONTRACTOR SHALL NOTE FINAL 0 QIY „IMENSIONS AND TOP AND BOTTOM ELEVATIONS Li-3 OF DUCT ENCASEMENT FOLLOWING INSTALLATION LL Z AND NOTE ON RECORD DRAWINGS. 0 F 780 7 SEE SHEET COORDINATE PIPEHLAYO TGARDING BETWEEN SPS O ---- - MECHAMCAL AND STRUCTURAL PLANS AND THIS W PROFILE TO ENSURE ALIGNMENT OF PUMP DISCHARGE PIPING. 775 770 P., xo 43716 Oa xw[ CPRPRO07 sxm w 48" PW NS It COMINUED PROFILE C-30 ,• - SII ibR 1•"5 R 6NiU OU NVm O�iU NU n0 ND N2Im NO �0 S S a�n ±� N5 810 W - PROPOSER\ W GRADE \ R0A0 G w 805 i t. - IXISTINC 800 GROUND � / I I / I 795 �/ 30" PW SLOPE 5.91% 790 785 n 780 U HIGH SERVICE PUMP STATION SEE NOTE 8 �UO NU NO �4N md� N�O s� k t�•w u1 30" PW `SLOPE 0.00% PROPOSE,-� GRADE j � ROAD G PMKING SLOPE—14.81% / ; \ (TYP) cc I —30" PW II SLOPE 0.00% 775 - rWom ow 118 a M a .nm mW No mwom m,',$ o t dH r$ d rym•d NNo ^ o ON�•O YI ~ENO �~0W ^ NO• NNN oq' N Nbd Om t0 NQO t C.w mOi t ✓tl *ziih mn �n�min xw- .m xm a� xw � "I vmm a�n 770 Nm zww Nnzww N$cn Nnw NON- N:w N$w NMw NaazWw aEzww 0+00 1+0) 2+00 3+00 4+00 30" Pw NS N PROFILE 1' - 0' MR 1 a4I4� +la 810 i EXISTINGD N GROUN— SEE NOTE 6 805-- i 30" PW---�—� 30" PW 30" PW 800 Or yl SLOPE 0.00 \\% {�-- SLOPE 0.009 SLOPE 0.85% +I \ OD, PE 0.52% 795 Q 30' PW SLOLa V/I I a790 =I ` o / \ 785 d QIa 780 I _ - I � a $ 775 I > 2 N 0 o ro ¢mz tm e a ^ om �w�zWw770 w 9+00 10+00 11+00 12+00 30" PW NS IV CONTINUED PROFILE 1'-W'MR N 1'-5'HM r— ME 30" PW SLOPE 0.52% 'a a 7+00 810 805 800 795 790 785 780 775 770 ,1 810 i 805 I � Io 800 a 1+ p 100 795 I Iz 790 J � 2 'S IF 785 780 775 �= n i 2 N N 770 W Q Q m Nf NOTES y O•,`y 1 SEE GENERAL NOTES ON SHEET 0-18.�e W:s 2 REFER TO YMD PIPING PLAN SHEETS '. dm uo C-19 AND C-21 AND ASSOCIATED NOTES REGARDING PROFILES SHOWN ON THIS SHEET. 3 REFER TO SHEET MK-5 REGARDING METER AND VALVE VAULTS SHOWN. C 4 ELEVATIONS BASED ON PREVIOUS DRAWINGS. CONTRACTOR TO VERIFY LOCATION AND RELOCATE OR PROTECT AS NEEDED DURING CONSTRUCTION. 5 DEPENDENT UPON CONTRACTOR SELECTED - MD ENGINEER APPROVED PIPE MATERIAL FOR - 48" PW INVERT ELEVATION MAY VARY FROM q THAT SHOWN. REFER TO T/P ELEVATION ON Q u SUBSEQUENT PROFILE SHEET. CONTRACTOR SHALL COORDINATE CROSSING OF 30" PW (n OVER 48" PW BASED ON PIPE SELECTION TO f MAXIMIZE COVER WHILE PROVIDING ACCEPTABLE W g CLEARANCE BETWEEN PROFILES. F-n 6 PROVIDE CONCRETE ENCASEMENT MOUND F w > 30" PW MD 48" PW IN AREA OF (j) LU INTERSECTION MD FILL TO ELEVATION SHOWN. MOUND AREA TO MAINTAIN 0> Z MANSITION GRADES THIS AREA. _ LL NATURAL SITE DRAINAGE AROUND > > ELECTRICAL DUCT BANK ELEVATIONS SHOWN F- Of ME APPROXIMATE AND DEPENDENT ON FINAL 0 r d O INSTALLATION BY ELECTRICAL SUBCONTRACTOR. Q LL. CONTRACTOR TO COORDINATE LOCATIONS MO 3 TIM& ELEVATIONS AS NEEDED DURING U- Z CONSTRUCTION ELECTRICAL SUBCONTRACTOR 0 r AND GENERAL CONTRACTOR SHALL NOTE FINAL 5 DIMENSIONS MD TOP MD BOTTOM ELEVATIONS 0 OF DUCT ENCASEMENT FOLLOWING INSTALLATION 0 0 MD NOTE ON RECORD DRAWINGS. w 8 SEE SHEET MH-2 REGARDING HSPS. Q COORDINATE PIPE LAYOUT BETWEEN MECHANICAL MD STRUCTURAL PLANS MD THIS lu PROFILE TO ENSURE ALIGNMENT OF PUMP DISCHARGE PIPING. .Ec rw 43716 xwc CPRPROO6 vrtc* r» C-31 9 0 1 S'\43716-EM-III\CPRPR0098wg Jul 17, 2005 - 4-46pm User, Cpvishw Ln O 0 O CP (D 0 It /9oA3 O STA 10+52. 10 wl IE 794.00 J 0 'IE 794.82 .ia i � z ��♦ 1 Y 0 w ly c O HE 796.51 O STA 12+27.. 10 PJi g IE 797.00 CA + IIE 797.00 OI STA 13+38. '6 MATCH L NE r '00 m O A it v f N I N O � O v 9 rn 1t (ENTER PW V1LVE VAULT io 2 IE 797.00 _ SEE MK-4 STA 13+49.'6 fEXIT PW VALVE VAULT Ne 2 IE 797.00 / STA 13+701,0 wl IE 797.00 / + 1SIA 13+90�'O 1 �- O IE O IIE 788.00 ((STA 14+25J I0 Iwl IE 788.00 STA 14+42. 0 _ END 48" PW NS III f 48•x48" TEE N 5104.30 (b 0) 00 OD O C71 O 01 I O 14 03 00 co to (T O (P O (J1 0D 00 00 00 O (P O 0 0 0 0� rI c g m 00 U,. N J + STA 1+W00 O BEGIN PW 48• BLIND FIANCE N E 23 1963Z/ 718,5 4 798.5003/ STA 1+.01. 8•x36" TEE IE ]98.50 STA 1+17 di 48 x36 TEF IE 798.50 STA 1+31.0' 48'x36- TEE IE 798.50 / N / O STA 1+66 / O PW ENTER METER VAULT No 2 IE a.50 IE 798.50 SEE AK-4 STA 1+77.1 PW ME, ER VAULT N � 2 / tE 7 IE 798.50 STA 2+12.3 S wl PHI N 7 E 19634.23 IE 798.5098.50 W � IE ]96.88 O u:k O : 0 IE 794.6U NO m S12+1 e ELECTT RICAL UUG,UQ o�3 0g mo �S z + O IE 792.52 O S-A 13+64.24 ELEC;RICAL DUCT S-A 14+06.35 72 RW IE 794.81 S,A 14+1699 2" NC -PE 1E 805.07 STA 5+25 011 wl IE 792.00 CA IE 792.00 O E E 800.60 0 r 09 wit SEE NOTE 4 O 1 ,l m W s 'j TC2.OU O O (A O 0 O (A O (A O Cn ,ppp O •' 0 00 A- o�-oz v Z N �"� A OjN chi f.VO xmmA+ 09;nW 8o i1 A(JN -` Z m O STA 7+37.31. wl PHI f�1'9 c ow y'D9� py_ zm oicr1 yo m yo z c aos z MR zo tRHAl 0 N Oo- m 2 5:i o N 4399.27 E 19109.20 IE 792.00 A� 9I HEM zo�W mn wz0 m TA 0+92 00 V5 PW-RCC NS II IE 798.50 7A 1+9433 54" FW lc" 9u.w TA 2+48.86 4 Idft=WC IE 804.00 '..TA 2+91.33 / (e, _ E we E 803 N mya220a 5. zz -oy aFfp^m go orty Q `o_CC�o m8Fm2 am 9 clo m o08 z ?@ 15 708.6: IE ]B8.65 p g ?or .A, om �RyI NF 1C9 Argil vzg9 4ZjC�nZ A y F 'J B8d (C] AyL �Ul0 nZ4 SK yN mf9�1T+^mmp mZl/i LZ 2Nbi se B FZ se 0000'"z9 on 0l"'_^(n f.l z$ 2RI -i $�.$m 2C iv N O Z IE 792.40 - - - - A =4s��GC�.. NZ$V_ �m=p�� =s9 MATCH L(NE STA 8+ )0 -H-omzy N.N C�>C2➢ gD A�F1y Zp.Oy .o 2. =mw C1� ;r- ~mRIO WN~2N n0 //rr��2p DA�00 ��nn �pN2 _T Cm N WOx 5 v V v -4 '� v OD 00 00 00 g' � q ' z ' 9 W �CT i zs oa= 'ly-rm�. `.J [n O CJi O .[P O CT O I CITY OF FORT WORTH, TEXAS III Ii orsx:xEo m C DARTRU FF EAGLE MOUNTAIN WATER TREATMENT PLANT - PHASE HD��pM�6'M�(M' Im/i .. �,FvlEnarcnRD 48"PW NS III ''p' SHANNON w e`eo erPROFILE �S pe.. JULY 2005 RIN DATE w REWFKS 830 825 820 815 810 _ 805 800 _ 795 790 0+00 835 830 825 820 815 810 E 805 s— 800 6 O p 795 0+00 YOp R�= N N N�Z NOm O d EXISTING 16" WR-DI GROUND `^N SLOPE 16.77% 8" WR-0I SLOPE 0.00; 16" WR-DI ✓ 16" WR-DI — SLOPE 0.00% SLOPE 1.54% -- 8" WR-DI - �----`----�—�'—i--'---_- SLOPE 0.00% 0 3 0 2 � W m 31-h_OM M 00 mO w� OEMIR �i-OO�(1N N O�� $mw'°Non +� $RvMf +�owm r h�N a�ianm a-an'A a". a <rvm Q,xN. rn a�zww �nazww,_�i iOw Ci�a zww `_ in'O zw'D6 Yi+n zw E+ 1+00 2+00 6" 3+00 16" WR-DI SLOPE 0.00% \ n 16' WR-DI PROFILE 1W HOR 4" OZ-SS� R�p 1`I O ;tw 835 830 L Y O2=SJ—� <w S 830 825 825 820 IST6" OCWR-DI __. /- ROUNO SLOPE 0.00% J�! �< 820 815 815 810 805 6" OCWR-DI SLOPE 0.007 x 805 800 6" OCWR-DI PROFILE 1' - 30' HOR 1'-S4 oN _ 800 795 ��1' `a R M NNUWi FN IL NR Oq WQmN� OL-OhnF p R r MOF`:pom WOONZ m0� wW aO'ZONmw a_dN0 aOZ�N ;� 795 790 uzwwln Innzww Cn w_zwto_ 1+00 SEDIMENTATION \\� BASINS 2 m z y N O;v a mio� Nanm� e m m ��mm n a�e nmq^'° .tl �i'^ n�wmdoe a__acmim a-aN� Q m aJ�aNm — rn�uzwW �nazww In'Ow rnwuz ww N�N dZo nWd w_ ^U NLw -. NV N�$ so ��- afl w am r OZONE d PIPE W GALLERY ///---EXISTING GROUND ROAD A-2 w(TYP DLE ) 8. 830 825 Is 820 a 815 3 810 805 [i 795 o r N 790 ' s s •'w! I NOTES 1 SEE GENERAL NOTES ON SHEET C-18. ��,'. in:im N� !e Wz 830 2 REFER TO YARD PIPING PLAN SHEET C-18 AND ASSOCIATED NOTES REGARDING PROFILES SHOWN ON THIS SHEET. 3 CONTRACTOR SHALL COORDINATE WORK p 825 LJ WITH SPECIFIED SHUT -DOWN SEQUENCES. 4 CUT EXISTING PIPE AT APPROXIMATE LOCATIONS SHOWN, REMOVE PIPE TO THE NEAREST JOINT PROVIDE ADDITIONAL PIPE LENGTH AND CLOSURE PIECE AS NECESSARY. ALL WORK SHALL BE PER THE PIPE 820 MANUFACTURER'S RECOMMENDATIONS. - 5 ELEVATIONS BASED ON PREVIOUS y Do ' DRAWINGS. CONTRACTOR TO VERIFY LOCATION AND PROTECT OR RELOCATE WITH THE QZ (1) a N O 815 ENGINEER'S APPROVAL AS REQUIRED. Q iC N Z 4" OZ-SS 8 PROVIDE TWO PARALLEL 4 WITH 3'-0" SPACING. REFER TO MS-20 -20 FOR F- F- LL C3 0 SLOPE 0.00% DETAILS AT SEDIMENTATION BASIN. : Z Z p l ELECTRICAL DUCT BANK ELEVATIONS SHOWN V 1 O ARE APPROXIMATE AND DEPENDENT ON FINAL F' W Q y Y - INSTALLATION BY ELECTRICAL SUBCONTRACTOR. 0 aw W O J CONTRACTOR TO COORDINATE LOCATIONS AND 3 FWAL ELEVATIONS AS NEEDED WRING !- Q CONSTRUCTION. ELECTRICAL SUBCONTRACTOR a w V 0: 805 AND GENERAL CONTRACTOR SHALL NOTE FIN& 0 r 0 LL - -- '"— --"—` ---"'-- DIMENSIONS AND TOP AND BOTTOM ELEVATIONS Q U. OF DUCT ENCASEMENT FOLLOWING INSTALLATION AND NOTE ON RECORD DRAWINGS LL Z 0 o 800 ZD -- p —B--O--�•_-09-- w mNYI _, M _ Mf .n.U1_M_d aM 795 _ � N O 0� d WNW fy W Z w lOm m Giw n 0 W NNJZOJ VQI pJ HaJ m Nd aW azw 1a-.-Giw a a_d w a-dRw a�rcw a�w aoGi 790 1+00 _.2+00 mwccrNo 43716 CPRPRO10 (Z) a OZ-SS PROFILE C-33 - T 810 805 800 EXISTING GROUND SLUDGE METER VAULTS PROPOSED 795 SEE MK-6 I OWE vAroT11 785 SEE NOTE 5--� 780 775 � outa mm 2 f.Ot m 770 Gmzw= 0+00 1 +0t 1 +m z 825 I; 820 I 815 0 +I 15' SL—PVC PIPE SLOPE 0.70i CRADLE 0 0 � m W 2+00 3+00 eT in o N^ a MUW Q Y J I aI�Nm �Nm IIII a N <F=amm N 32wW 4+00 15- / 10- SL—PVC PROFILE 1'-b'HCR 1' - 5' VEW 810 _ 1 805 la 800 I+ In 10" SL—PVC SLOPE 1.81X IH 795 I IW Z 790 I= IF 785 I� I I 780 I 775 m m WI �w 770 5+00 6+00 nU NQ d>O ^'� vbf4y0m -R N21 Yt OUOp N3 a?Ww O1W mOm 825 Q�_N aW amw ;_R w � w 820 n I 10' TXU EASEMENT DUCT BANKS 810 1 PROPOSED GRADE I 805 zI 0 1 /EXIST�10 SL—PVC R-T OAD C m = GROUNGJ C.)I ROUNp SLOPE 1.85% 800 F-I ¢In P o 795 _ rrSoEPEL S—PVC790 1.81% mm In - p W ^^mo, a 785 �w ��Ww j N 8+l .0 b n 9+00 SEDIMENTATION BASINS TUNNEL D FLEXIBLE COUPUNG SEE NOTE 6 cTYP1 o I, ;O NpNO� m-mpfm�w a6 Dan inwszww�w IV / 10- SL-PVC CONTINUED PROFILE 1'_wH 1' - 5' VM 815 810 805 800 795 790 785 p /uNI NOTES 1 SEE GENERAL NOTES ON SHEET C-18. ': m 2 REFER TO YARD PIPING PLAN SHEETSC-20 AND C-21 AND NOTES V/SS 9 f4- REGARDING PROFILES SHOWN ON THIS SHEET. REGARDING SHOWN ON 3 MANHOLES MH-6, MH-7, AND MH-8 SHALL BE BOLTED AND GASKETED SUITABLE FOR MAXIMUM PRESSURE OF APPROXIMATELY 15 PSIG. 4 MANHOLE RIM ELEVATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE MANHOLE RIM ELEVATION TO PROVIDE 6" ABOVE FINISHED GRADE IN UNPAVED AREAS. AND TO MATCH GRADE IN - PAVED LOCATIONS PER ROAD PROFILES. TWj1 5 REFER TO SHEET MK-6 REGARDING (p TRANSITION OF 15" SL-PVC TO 14" SL-DI AT SLUDGE METER VAULT. :QC Z W 6 FURNISH FLEXIBLE COUPLING BETWEEN H 4 CONNECTIONS OF YARD PIPING TO STRUCTURES. I zzi ] PROVIDE ENCASEMENT MOUNDSL-PVC ".! W WITHIN 9 FEET EACH WAY OF THE PW PIPE AND STAGGER JOINTS AS 0 J CENTERLINE H 0 REQUIRED PER TCEO CHAPTER 290 REQUIREMENTS. w d 8 ELECTRICAL DUCT BANK ELEVATONS SHOWN 0 Q u- ARE APPROXIMATE AND DEPENDENT ON FlNPL 3 TL] INSTALLATION BY ELECTRICAL SUBCONTRACTOR. U- z CONTRACTOR TO COORDINATE LOCATIONS AND 0 F FINAL ELEVATIONS AS NEEDED DURING CONSTRUCTION. ELECTRICAL SUBCONTRACTOR m SHALLFINAL OTE AND GENERAL CONTDIMENSIONS 0 AND TOP AANDR 8070M W OF DUCT ENCASEMENT FOLLOWING INSTALLATION AND NOTE ON RECORD DRAWINGS. Q lu 9 2" NG-PE ELEVATION IS APPROXIMATE AND BASED ON PREVIOUS DESIGN DRAWINGS. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION. amuEcr m 43716 e¢ xwe CPRPROII sxEn w Ci-34 S'\43716-CM-tll\CPRPRO12.ewg Jul 16. 2005 - 9.31Pm User Eam"bw co co (D Ta Ln O (A O (T 0 OD 00 0) co J -e O Ln O V, 0) 00 -.1 OD co (Dc0 O O (A O (A O (A O Cn O L" u1 0 O + O O i m w x E aI $m 00 g STA 0+98 Of X TRANSITION ROM 36" WW-CS TO 36' WW-RCC IE 71 .67 $� On � 1 + STA 1+00.01, QCONNECT T� -RCC FROM 0---4 DR -PVC WASHWATER 'RECOVERY TINK No 3 ///%%%���___ IE 805.50 IE 791.67 / / STA 1+06Z. / / po 'ITD 1+0820 ELECTRICAL DUCT BANK PHI N 456460 1 (A (Ag li E 91.670'TA 1+11.92 _ 2- NG-PE m 1 IE 806.00 STA 1+150.� PHI N W4598.02 N 0 m E 194565 O 9I IE 1.6 STA1+91 3 n IE 793.003.00 � STA 1+85.4 END 36 WV. -ROC V r CONNECT TIC 36' WW-RLC y w -D FROM RLTEF GALLERY r0 m E 793.00 -Cl m oI O .T 50 v14 CIDOODD � ccoo O O 00 00 00 00 (T O (T O (T O uN O (n CITY OF FORT WORTH, TEXAS D EAGLE MOUNTAIN WATER TREATMENT PLANT - PHASE III 0 8 10" SL-PVC AND 36" W W-RCC 0-1 PROFILES N O, O O O + STA 1+000U Q BF.91H 19" 3'.-F'F O CONNECT TO MH-6 N 4444.78 E 19125.20 HE 791.00 N QIE 793.00 O W O IE 795.00 O O ^ + C r i O IE 797.00---- m N + O O STA 5+25.0( PVI IE 799.50 o� iTA 1+00.00 ' - 10" SLO PVC \ I m o.u3- bTA 1+05.00 12" DR -PVC IE 78 +10.00 k1T0 OR-PVC 1E78862 \ 6 a C ZA 1+35 00 Of �" 4150 V DUCT BANK L I STA 5+32 If END 10" St. PVC MH-9 CONNECT EX.STING 8' SU-DI TO MH-3 N 444478 E 19557.34 lE 799.50 b 0 '.TA 1+88 00 8 SD -PVC IE 802.00 TA 2+09.76 ELECTRICAL DUCT BANK 7A 2+34.97 ELECTRICAL DUCT BANK ;TA 2+43 67 ELECTRICAL DUCT BANK 5TA 3+58.41 ELECTRICAL DUCT BANK .TA 5+07.63 6 SS -PVC IE 794.80 TA 5+27 03 -'-( 12 PW-DI IE 802.75 I TA 5+30 03 1 2, t SA -PVC IE 804.00 J V OD 00 OD OD to to 0 0 �\ O (TL Oy 01L O >(T (]T D0020TOZmN DZA09P NOpzNpzN 22N + p ZA 2C N41-I YYbE rl O y-mMm any ggo^ x o mo m r" oz'^ o az ox� y�m�'F --F 121 m_ zOg zoomm � o�"�pppyiy' S �" O�w aGG,,O nO r�/I�K O N m- voio i1CmJ `�'�im Im o� o Oy a�OmZm a~OIZ > mOZ lNp y D yD OTmm'Tin zuroo; ymcp�gi ioz;o zI4/1 1 9N,J ci> o moANo ciyC. y mua Zx!. z Z yiy d 91 pZA DA= O ,pal K� Zm 1[ .. ,EIq� DESIDxEO er C BARTRUFF I 1 CM Oemp Des. &McKrs lnc. f` a, +w wuwx s' MAO„ D: BARTRUF sxesr cxn'o s,, D SHANNON FSS!ONAN ENG�f" /~'/- .wRRtlIEO er J LY 2005 REV DATE 6+ REwaKS V 14 J CT O Ln NOTES ' mzm oNm I 1 SEE GENERAL NOTES ON SHEET C-18. a w 810 I r�w i 81O C-20EF�R AND TCO-21 ANDYMD IPING PLAN ASSOCIATEDSHEETS NOTES 55 3 - a REGARDING PROFILES SHOWN ON THIS SHEET. I< 3 MANHOLES MH-1. MH-2. AND MH-3 BE J TED MD GASK�D SUITABI-E 805 FOUR NAXIMUML PRESSURE OF APPROXIMATELY 805 15 PSIG. I4 MANHOLE RIM ELEVATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SRALL EXISTING O 600 COORDINATE PROVIDE 6' ABOVE FINISHEDMANHOUE UGRADE IN ON TO 8OO GROUND ___ __ 1 GRADE + PAVED LOCATIONS PER UNPAVED MEAS. AND TROADTCH PROFILES. IN r n ¢ 12 DR PVC 5 REFER TO SHEET MK-6 REGARDING SLUDGE METER VAULT` SLOPE 1.93% I Q SLUDGE OF VA DR -PVC TO 12• DR -DI AT 795 SEE MK-6 11 795 SLUDGE FURMETNISH F VAULT. J 6 FURNISH FLEXIBLE COUPLING BETWEEN 12" DR -PVC PIPE CC i W �"D"�,RESS OF YARD PIPING TO 5 790 I SLOPE O.66X cRnoLE — ---� — — --� Z 790 ] PROVIDE TENCASEMENTWAY AROUND OR -PVC _ J WITHIN 9 FEET EACH WAY OF 1TS S PIPE CENMRUNE ANy- 1 REQUIRED P ROTCEO STATC EHAPT RI 290 .8 2 REOUIREMENTS. IINSTALLATION BY ELECTRICAL SUB�N 785 SEE NOTE 5�� SEE NO RV IF 785 8 ELECTRICAL DUCT RANK ELEVATIONS SHOWN � PRE APPROXIMATE AND DEPENDENT ON FINAL CONTRACTOR TO COORDINATE LOCATIONS CAMD SEELEVATIONS AS NEEDED DURING CONSTRUCTION. ON 780 i COHAESSLL NOTE SUBCONTRACTOR 780 AND GNERAL CONTRACTOR DIMENSIONS AND TOP AND BOTTOM ELEVATIONS OF DUCT ENCASEMENT FOLLOWING INSTALLATION AND NOTE ON RECORD DRAWINGS. 775 a 775 BASED ON PREVIOUS nDESIGN DRAWINON IS GS AND ,� o z oL ry mry I I EX AV AnOONR SHPLL IXRCISE CAUTION DURING z 2 N n om I N j $`f;�M� ' c �mm 770 0 0 770 Ne:a !§.ww mzww 0+00 1+00 2+00 3+00 4+00 5+00 6+00 ea a 12" DR -PVC o o 3 PROFILE ,• . ,A NOR n nZ n404i NV P�vO,' Wp_m JI m IItomW trio m+ m825 830 830 825 Fw �" • �f[O��o: W 825 C 820 1 w /< 820 825 SEDIMENTATION BASIN INLET 815 oCHANNEL 820rs l I - 815 820 _ +1 / SEDIMENTATION ROAD A-2 ' rn 1 12" DR -PVC BASINS 11 U 810 Q SLOPE 1.93% 10' TXU EASEMENT -.— TUNNEL D 810 $15 -__ 815 W S a ��- DUCT BANKS V7 // SEDIMENTATION Exlsn"G ~ n 21 BASIN$ GROUND I = Z < 805 z 1 _ 805 810 TUNNEL D I SEE NOTE 7 $1 O w > >0<¢ 0� RESTRAINED FLEXIBLE 8" DR -PVC I > 1- Q p I ROAD c 8" DR -PVC t- w 12" DR PVC couauNc � m U � 800 F GR° L SLOPE 1PVC 800 805 SEE NOTE 6 SLOPE O.ODX 80cJ O `a a LL 3 Q a LL Z — �12" DR -PVC I \ 0 795 I _ I - �— � SLOPE 2.50% 795 800 I` 800 0 ENCASEMENTS \ Q SEE NOTE ) IL 790 790 795 sLOPe 000%� N m m f ____ 795 00 e 1 oon m $omq ?!o $arc "' $V?a union mo$ $o$ nna I +^aIo'mn•o-`o". Fom + + mma°m'w'$mwd .m ' °N%Qnipaoe$bww mER3716 7V5 785 790 zwW _m Ew GzE GPRPRD1 3 8+30 9+00 0+00 1+00 2+00 12" DR -PVC CONTINUED 8" DR -PVC PROFILE C-36 PROFILE % 1._W NOR 1- _5'VEp! IO °mi�0 WZ Oml�� n2 PY p'IY zm oNm n++� a + a'p^° �� vie r'� 810 �iW Too- p ¢ rc ¢ < 10' TXU EASEMENT w w w 805 --- _ DUCT BANKS W ROAD C —T— EXISONC GROUND 800 Q O r SLUDGE METER VAULT—,10" DR —PVC 795 SEE MK-6 _SLOPE 2.23% DJ 10" DR —PVC c�E cc 790 SEE NOTE SLOPE 0.68% — — 785 ENCASEMENT SEE NOTE 5 780 775 Opm.mN (m fM m N �fn2W Im iOmi 770 � m VIb2WW W G32WW IW 0+00 1+00 2+00 3+00 4+00 5+00 10" DR —PVC PROFILE 1• . w, IUR 1•"5-H 825 820 815 810 805 800 E 795 16 790 i p 785 z 10" DR —PVC NI SLOPE 2.23% V1( ROAD ROG GSUND w4 z x1 H1 ROAD F PARKING r n 6+00 nuo min mo gan g�P �W n� �� n +'Sm A m m mmw m� m 825 830 J rp j rp I tt ¢ 820 825 w w ---- — 8.15 820 ROAD A-2 810 815 F - EXISTING �- GROUND 805 810 10" DR —PVC �I SLOPE 0.71%- D(SPNG 8* I I CONCRETE EN :ASEMENT CRADLE SE NOTE 5 -I Ip n mode a �°omanr M uoi^n "'ocin "' r mOW 'A m+�mNWpmi r �am w m apace. ^ m izw�'m u Gwzw�m 8+01) 9+00 10" DR —PVC CONTINUED PROFILE ,- - w HOR 1• - 5' VERT �Y 3 NOTES m n ( 1 SEE GENERAL NOTES ON SHEET C-18. o 810 2 REFER TO YARD PIPING PWJ SHEETS y -- 0-20 AND 0-21 AND ASSOCIATED NOTES NG ON IS I w 3EGMALL MANHOLES ON THIS PROFILE 8E W � BOLTED AND GASKETED SUITABLE FOR MAXIMUM 805 PRESSURE OF APPROXIMATELY 15 PSIG 4 MANHOLE RIM ELEVATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE MANHOLE MINIMUM ELEVATION TO Q PROVIDE 6• ABOVE FINISHED GRADE IN 800 UNPAVED AREAS. AND TO MATCH GRADE IN K' g PAVED LOCATIONS PER ROAD PROFILES 5 PROVIDE ENCASEMENT AROUND DR -PVC > g WITHIN 9 FEET EACH WAY OF THE PW PIPE ANSTAQ AS 795 REQUERED PER TCEQ CEHAPTERN TS 90 — REQUIREMRIS. 6 FURNISH FEXIBE COUPLING BETWEEN w CONNECTIONSOF YARD PIPING TO 790 .5 J Iz 7 ELECTRICAL DUCT BANK SHOWN ENT FINAL ARE APPROXIMATE AND DEPENDENT S ELECTRICAL. SUBCONTRACTOR. INSTALLATION ELECTRICAL NT = TO TO COORDINATE LOCATIONS AND FO ELEVATIONS DED DURING 785 it CONSTREURON.NSEECTRIECAL SUBCONTRACTOR AND GENERAL CONTRACTOR SHALL NOTE FINAL TOP ANDOF DUCTNENCASDEMENT FOLLOW NGM INSTALLATION AND NOTE ON RECORD DRAWINGS. 780 8 SEE SHEET MK-6 FOR CONNECTION TO c C ' SLUDGE METER VAULT. /VY� 775 o m p 770 6 � 6 � a ac s $ a >a� 830 +4i'ptP( 825 RAW WATER SCREEN ` 8" DR —PVC SLOPE 3.7051� 800 805 8" DR -PVC 3 -- 795 800 SEE C-36 a 790 795 'a amp tio� m n o nm'�W gym" o°mI'n ?m� cp y +zz ono NNo '+"mz;o c'm 785 790 rwz_a a_ac'm apz;m mlmu�zw�+ Guzww 0+00 1+00 2+00 8" DR —PVC PROFILE ,• - JO' 110R ,• _ 5' VERf �o: N Q c a 815 5 F a d 810 to 0 o LU > K Q UL 805 0 3 a a U- z OF K 0 800 0 795 790 .. w 43716 HIE xwE CPRPRO14 sm w C-37 `-x�'x m o ni h'o mZa nmY m NOES 1 hN0" mQ I nmN I Yf� maN 1 0 0g "� mi mm m o a + + +mm ++or � n 1 REFER TO PLAN SHEETS C-20 AND C-21 "mw I REGARDING RESPECTIVE PLANS FOR PROFILES 810 rll r�ww Yo rm ro Yo ro I 81O SHOWN. v2 ALL MANHOLES S O rc I I •' w R I PER DUAL BF/CZ 2H UNLESS NOTED 4'-0* ID a 10' TXU EASEMENT w w OTHERWISE. w DUCT BANKS w w w ROAD C I 805 3 MANAR HOLE RIM ELEVATIONS AS SHOWN E 805 w w J J APPROXIMATE. CONTRACTOR SHALL COORDINATE MANHOLE MINIMUM ELEVATION TO I I' PROVIDE 6' ABOVE FINISHED GRADE IN UNPAVED AREAS. AND EXISTING I I IQ pOO PAVED LOCATIONS PERTROADTPROFILES.CH GRADE IN 800 GROUND — CJ 4 ADJUST ELEVATION O ATEEXISTINGNEW MANHOLES ROAD E -- I I ; ^ ASROFl NEEDED TO ACCOMMODATE NEW ROAD 7J(l 5 PROVIDE ENCASEMENT AROUND SS -PVC 95 �— 5 WITHIN 9 FEE EACH WAY OF PIPE CENTERLINE 7 DJ II L) AND STAGGER JOINTS AS REQUIRED PER TCEO 10' SS -PVC PIPE CC 1O' SS -PVT) I I CHAFER 290 REQUIREMENTS. ! sL SS 0 SLOPE 0.40X CRADLE - SLOPE 1.34X� 6 ELECTRICAL DUCT BANK ELEVATIONS SHOWN 5 790 LOPE 0.37X -- -� j11 N FINA- Z 79O INSTALLIADONI BY ELECTRICAL SUBCOMATE AND DEPENDENT NTRACTOR R. _� �- �� 1-1 CONTRACTOR TO COORDINATE LOCATIONS AND - — r FINAL ELEVATIONS AS NEEDED DURINGCONSTRUCTION E RACTOR AND GENERAL CONTRACTOR SHALL NOTE FINAL 785 ELEvATONS � i SEE NOTE 5 DMNSIOS AND TOP AND 8070I� 785 OIF EDUCTTNENCASEMENT FOILOWNGM INSTALLATION AND NOTE ON RECORD DRAWINGS. 780 I 780 I a I 775 o 775 z g „ohs I a 770 Ya-�z r°'m Fsam^ Fa -via `�r I u 770 NOU L_WW NNZWW VINZWW 0+00 1 +OC 2+00 3+00 4+00 5+00 6+00 10, SS —PVC o g $ PROFILE 1•. M'WR _ I MY m'-j Y]O Opn 'U OI IN OJa OOUm cU O mUOW 5+•0 WJ 2yj OOI f T m3Zy� y12a N ON�n O l q C p n l0 MO m " mm�m qm m� ± N ±"n +on [m �3m NZ Q +J a'42W 6rN-W Q� YmOW rOW FOw k < r[Vw r 820O' 815 I s� :. o t ' 815 820 FILTER PIPE GALLERY 810 1 810 815 815 c ROAD G 805 0l PARK _ 805 810 � w +I ',ROu o ��"" 6• SS -PVC EXISTING QL' a SLOPE 5.10% 800 805 CRouNOZ� ROAD G -..- U a 800 I / 805 UJ 5 o- SEE NOTE 5 / a � w i 1 o' SS—Pvc ` G5_a 800 w2 cco r 795 Z I SLOPE 1.69X� _ 795 800 - _ O p _ 3: Z a J , CONCRETE w U K t=� — I 790 795 795 0 3 a IL 790 U- z U) 4�� o a rn wl 785 I SLOPE 1 9X 785 790 SLOE 2. 4X , 790 U - 10" SS -PVC o i w VI V1 QJ I Z W 780 I __ FAN 780 785 0 N _z' 785 n q n mN"N "o o'^ mmm n �+mo nho1= gamcmh m'ow+n�o o+1p To3n a". '+"}�'ma nmrco zawmz zx'amm s o ^�<m asa ¢oza_nw 775 780 " n 780 y��a•-wv�eww �wrcP a 775 I Ginzww rrNZwW mw�zwwm mZw_ mwecr Re 43Ti6 8+0) 9+0) 0+00 1 +00 2+00 3+00 M GPRPRo,S 70' SS —PVC CO6" SS —PVC m PROFILE C-38 5 PROFILE �, aR m 1• - 5' V7F1 Appendix A Westech Membrane Data CITY OF FORT WORTH Eagle Mountain WTP Phase IV Expansion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105176 Revised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK.