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Home My WebLink AboutContract 58684-CO1CSC No. 58684-COI FoRr WORTH City of Fort Worth Change Order Request Project Name: Northside IV 24-Inch Water Transmission Main Phase 1 B City Sec No.: 58684 1 Project No.(s):l 56020 0700430 5740010 102687 001780 1 DOE No. I N/A I City Proj. No.: 102687 Project Description: 24-inch water transmission main extends from Heritage Trace Parkway to Bonds Ranch Road along Business Highway 287 ContractorsI Jackson Construction, Ltd. Change Order# 1 Date: 4/15/2024 City Project Mgr. 1 Suzanne Abbe City Inspector: Shane Behn Phone Number: 817-392-8209 Phone Number: 682-328-1264 Dept. Water Totals Contract Time (Calender days) Original Contract Amount $10,499,744.25 $10,499,744.25 460 Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date $10,499,744.25 $10,499,744.25 Amount of Proposed Change Order $0.00 $0.00 120 Revised Contract Amount $10,499,744.25 $10,499,744.25 580 Original Funds Available for Change Orders $262,494.00 $262,494.00 Remaining Funds Available for this CO $262,494.00 $262,494.00 Additional Funding (if necessary) CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 0.00% MAXALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) 1$13,124,680.31 JUSTIFICATION (REASONS) FOR CHANGE ORDER Change Order No. 1 provides for • Changes to the electrical equipment rack, chlorine analyzer, and flow meter described in Field Order No. 2 and the addition of a flow transfer valve described in PCM-01. • Temporary fencing across the Pete and Jo Bonds parcel to separate livestock from area to be hydromulched. • H-bracing at five steel gates to support 20-foot gates. • H-bracing at four gates on the Bonds' parcels to support 20-gates (easement condition documented in Field Order No. 1) and additional cost for fabricating and powder coating steel gates to match the other gates on the property. • Emergency repair to cut pipe and grout a sink hole on an abandoned segment of a 60-inch raw water main northeast of Bonita Drive and underneath the west levy of the West Fork Trinty River. Failure to plug the hole could result in flooding of the residential area that the levee protects in the high flows in the river. Staff recommends an addition of 81 calendar days to Interim Milestone 1 and 120 calendar days to final acceptance for the additional work to be performed on the flow transfer station for an estimated substantial completion date of July 15, 2024 and final acceptance date of September 22, 2024. The definition of Interim Milestone 1 in the contract shall be expanded to include installation, testing, and placing the Flow Transfer Station into service. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. Contractor's Company N Contractor Name I contracto�r,pgnature Date Jackson Construction, Ltd. Troy Jackson �y �%,,,r,(si...,, I Aar:1 2y. IL Inspector 51fa" Se�iiL !!!ft.Pe tfarz(er T.S Senior Assistant City Attorney '-Ror- LM&C Number N/A Manag r Date 4/29/202 4/29/2024 Date Construction Supervisor (Water Dept) Date Apr 30, 2024 4/29/2024 Date Ass-L City Manager Date Apr30,2024 �— A r30, 2024 p Council Action (If Required) M&C Date Approved N/A OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Foxy Wox-rH City of Fort Worth ='1r Change Order Additions Project Name Northside IV 24-Inch Water Transmission Main Phase 1 B City Sec No.: 58684 Project No.(s): 56020 0700430 5740010 102687 001780 DOE No.1 N/A City Proj. No.: 102687 Project 24-inch water transmission main extends from Heritage Trace Parkway to Bonds Ranch Road along Business Highway Description 287. Contractor Jackson Construction, Ltd. Change Order: 0 Date: 4/15/2024 City Project Mgr. Suzanne Abbe City Inspector I Shane Behn ADDITIONS I I tM UESCRIF I IUN DEPT Qty Unit Unit Cost Total 1 Flow Transfer Vault Modifications Water 1.00 LS $77,493.42 $77,493.42 2 Temporary Fencing Water 1,126.00 LF $9.85 $11,091.10 3 H-Posts at Steel Gates Water 5.00 EA $605.00 $3,025.00 4 H-Posts and Powder Coated White Gates at Bonds Ranch Water 4.00 EA $1,555.00 $6,220.00 5 Emergency Repair to 60-Inch Raw Water Main Water 1.00 LS $59,187.38 $59,187.38 lWater $157,016.90 Page 1 of 1 lAdditions Sub Total $157,016.90 F" VV" P, City of Fort Worth Change Order Deletions Project Name Northside IV 24-Inch Water Transmission Main Phase 1 B City Sec No.: 58684 Project No.(s): 56020 0700430 5740010 102687 001780 1 DOE No. I N/A City Proj. No.: 102687 Project Description 24-inch water transmission main extends from Heritage Trace Parkway to Bonds Ranch Road along Business Highway 287. Contractor Jackson Construction, Ltd. Change Order: FTI Date I 4/15/2024 City Project Mgr. Suzanne Abbe City Inspector: I Shane Behn ITEM DESCRIPTION 36 20' Gate, Chain Link Gate 50 Construction Allowance DELETIONS DEPT Qty Unit Unit Cost Total Water 3.00 EA $3,200.00 $9,600.00 Water 0.92135562 LS $160,000.00 $147,416.90 (Water $157,016.90 (Deletions Sub Total $157,016.90 Page 1 of 1 MWWBE Breakdown for this Change Order MWBE Sub I Type of Service I Amount for this CO Total $0.00 1 Previous Change Orders co # I DATE I AMOUNT Total $0.00 Page 1 of 1 4/16/2024 CPN 102687 Northside IV 24-Inch Water Transmission Main Phase 113 Change Request 1 Notes Change Order No. 1 provides for • Changes to the electrical equipment rack, chlorine analyzer, and flow meter described in Field Order No. 2 and the addition of a flow transfer valve described in PCM-01. The consultant reviewed the added materials, the deducted materials, and proposed additional labor and found the proposed cost to be reasonable. • Temporary fencing across the Pete and Jo Bonds parcel to separate livestock from area to be hydromulched. The proposed price is in line with bid prices for barbed wire fencing in the Lake Arlington Gravity Sewer project with ranged from $10/LF to $35/LF. The proposed price includes removal once grass is established. • H-bracing at five steel gates to support 20-foot gates. • H-bracing at four gates on the Bonds' parcels to support 20-gates (easement condition documented in Field Order No. 1) and additional cost for fabricating and powder coating steel gates to match the other gates on the property. • Emergency repair to cut pipe and grout a sink hole on an abandoned segment of a 60-inch raw water main northeast of Bonita Drive and underneath the west levy of the West Fork Trinity River. Failure to plug the hole could result in flooding of the residential area that the levee protects in the high flows in the river. Staff recommends an addition of 81 calendar days to Interim Milestone 1 and 120 calendar days to final acceptance for the additional work to be performed on the flow transfer station for an estimated substantial completion date of July 15, 2024 and final acceptance date of September 22, 2024. The definition of Interim Milestone 1 in the contract shall be expanded to include installation, testing, and placing the Flow Transfer Station into service. ::: haLff Field Order PROJECT: Northside IV 24-Inch Water Transmission Main Phase 1 B FIELD ORDER NUMBER: 2 DATE: 7/18/2023 PROJECT NO.: AVO 34486.001 TO CONTRACTOR: Name: Jackson Construction, LTD Attention: Danny McCutchen Phone: 817-572-3303 The Contract is changed as follows to original: Contract Date: 7/18/2023 The following items detail a list of modifications to the contract documents based on the meeting held on May 22, 2023. 1. Modify Schematic 1 as found on sheet E-09 of the contract documents as follows: a. Remove indicating lights and HOA switch from the circuit. b. Contractor shall provide credit amount for these items. c. Modify the schematic such that only the remote control is retained. d. The attached cut sheet indicates the option that is needed for the limit switches on the PSV. There is a version that includes the valve position indication as well as limit switches. 2. Remove the Electrical Equipment Rack as shown within detail A on sheet E-07 of the contract documents. Include the following modifications: a. Contractor shall provide credit for this rack including the hardware and concrete pad. b. Contractor shall provide credit for the duct bank modifications to connect all of these raceway connections to the traffic encloser as shown on sheet E-06. This duct bank modification removes duct bank C on sheet E-04. c. Remove the separate flow meter encloser. Contractor shall provide credit for this enclosure. ::: haLff d. The power panel "LA", RTU and flow meter transmitter are to be mounted within the traffic enclosure. See example drawing in submitted material "PCSI Coordination Meeting". e. The Chlorine Analyzer is to be mounted in a separate pedestal enclosure to be mounted on top of vault. The analyzer is requested to be the Prominent brand and mounted in a similar manner as the photo below. f. The Flow Meter is requested to be a Siemens 8000 series such that the COFW may more easily incorporate this meter into the COFW AMI system. K ::: haLff 3. Modify the ground grid layout to stay within the site fencing. See the amended sheet E-04 attached to this Field Order. Laird brand antenna is requested by the City. Contractor to provide a response with the credits and additions to accomplish the requests described above. Total $ N/A Net Changes $ N/A Not valid until signed by the Owner, Architect and Contractor. The Contract Sum will be unchanged by this Field Order 2. The Contract Time will be unchanged. The date of Substantial Completion as of the date of this Field Order therefore remains the same. Halff Associates, Inc. ENGINEER 4000 Fossil Creek Blvd Fort Worth, Texas 76137 M DATE: Jackson Construction, LTD CONTRACTOR 5112 Sun Valley Drive Fort Worth, Texas 76119 M DATE: City of Fort Worth OWNER 311 W. 101" Street Fort Worth, Texas 76102 M DATE: 3 Installation Single Pole Double Throw Switch N.C. n'4'�io'o COM *_ N.O. Circuit DiagramofSingle Pole� Double Throw Common J Switch Lug Normally Closed Normally Open Double Pole Double Throw Switch N.C. COM N.O. N.C. COM @*/Normally N.O. Circut Diagram of Single Pole 0 Double Throw Switch Normally Closed Switches shown In Open Common Lug unactivated position. Purchase Specifications MODEL) Xl 05L Xl 05L2 Limit Switch Assemblies • ULNLC Listed • Positive Action • Rugged and Dependable • Weather Proof or Explosion Proof • Easy To Adjust The Cla-Val Model X105L/X105L2 Limit Switch Assembly is a rugged, dependable and positive acting switch assembly actuated by the opening or closing of a Cla-Val control valve on which it is mounted. The single pole, double throw micro switch can be connected either to open or to close an electrical circuit when actuated. By loosening the allen screw on the actuating collar and raising or lowering the collar on the stem, the X105L is easily adjusted to signal that the valve has fully reached the desired position (open or closed). Remove plug in top of valve cover. Screw actuating stem into main valve stem. Slip adapter down over stem and screw into place on valve cover. Attach micro switch housing and bracket to adapter with jam nut. Bring electrical supply circuit into unit through the 1/2" tapping in micro switch housing. Adjust switch collars. (Set collar to trip switch after valve is positioned fully open or fully closed) Stem Switch Actuating Collar Min. Bushing Gland Nut 1/16" Jam Nut Bracket Adapter Actuating Collar Adjustment Minimum Setting When adjusting actuating collar for proper switch action, a clearance of at least 1 /16" (1 /8" for 48" valve) I must be provided between the collar and the bushing gland nut when valve is in the fully closed position. The assembly shall be bracket -mounted to exterior of an adapter attached to the center of the main valve cover. A stainless steel actuating stem with a swivel adapter shall be fastened directly to the main valve stem and move vertically through an adapter and gland with two 0-ring seals as the valve moves. An adjustable collar located on the actuating stem shall actuate the sensor arm of a switch when valve has fully reached the open or closed (specify) position. The rotary -type position sensor arm shall actuate SPDT or DPDT type (specify) micro -switches mounted inside protective housing either weather -tight or explosion -proof NEMA rated (specify). Provisions shall be made for bleeding air from valve cover through a small bleed screw and washer located on one wrench flat of adapter. All assemblies shall be capable of accommodating up to three switches. Standard materials in contact with operating fluid are brass, stainless steel, Monel and Buna-N. A conduit hub opening in the switch enclosure shall be provided for attaching protective weatherproof conduit for the electrical switch wires (wiring and conduit supplied by others). A sealing plug shall be provided to protect conduit opening during shipping or storage. 1/2-14 N.P.S.M.Thread `(Conduit Connections) -- 3 00 1.70 .86 Fb 11 Valve Size 1 1/4" Thru 8" X105L2W X105L2X lil I o A Max 4 Top surface of cover 20" & 24" Size X105LCW & X105LCX A ! ° Fig. 3 Fig. 2 Valve Size Valve Size 0 1 1/4" Thru 8" 1 1/4" Thru 14" A X105LOW X105LCW X105LCX X105LOX p . mi Valve Size O 1q 10" Thru 14" Fig.4 0 X1051-2W Valve Size X1051-2X 10" Thru 14" AT rra X105LOW O X105LOX IB Bo In Insert 3/32'Dia. Rod in this hole to turn stem a sembly into !� 8.27 We Stem 1 i 8.50 Stroke 7.50 Stroke it C (NPT) Max 1-11 1/2NPT 12 O ' 1.00 -}--ram s.so O � t 36" - 48„ V 2.75 Stroke � 7.50 Top surface `t 30" Stroke Valve Stem of cover 12.00 ^ 20" & 24" Size X105LOW - B i 28.13 ° 30" Stem o B A Max Housing, Cover Bearing\, i Top surface of cover A* A ** 16" Thru 48" Size X105L2W A* - 30" • A** - 36", 42" & 48" Size X105 Series Dimensions (In Inches) BasicValve 100-01 1 14 1 12 2 21,2 3 4 6 8 10 12 14 16 18 20 24 30 36* 42* 4W Dimension "A" 10.19 10.19 7.16 7.16 7.34 7.00 6.69 6.91 9.88 9.59 9.16 10.78 10.78 18.23 19.10 35.07 36.07 36.07 36.07 Dimension "B" 1.69 1.69 2.44 2.94 2.94 2.94 2.94 4.32 5.19 8.40 8.40 8.40 8.40 C (NPT) 1/4 1/4 1/2 1/2 1/2 3/4 3/4 1 1 1 1/4 1 1/2 2 2 3/4 3/4 2 2 2 2 BasicValve 100-20 3 4 6 8 10 12 14 16 18 20 24 30 36* 42* 48* Dimension "A" 7.16 7.34 7.00 6.69 6.91 9.88 9.59 9.59 10.78 10.78 10.78 11.30 35.07 36.07 36.07 Dimension "B" 1.69 1.69 2.44 2.94 2.94 2.94 2.94 2.94 5.19 8.40 8.40 8.40 C (NPT) 1/2 1/2 3/4 3/4 1 1 1 1/4 1 1/4 2 2 2 1 2 2 2 PARTS LIST F 7LnV CLA-ULM Parts list shown is for sizes 16" and smaller. Please consult factory for parts on sizes 18", 20" 24", 30" 36" 42" and 48" /5 ° f - T� 2 � m / 10 J Item 1-2 3 4 A 6 7 8 9 10 11 12 13 15 16 X105L Limit Switch Assembly Part Description Number 20441701 E Collar W/Set Screw 67578-21 B Screw, Machine (2) 67584-23F Washer, Lock (2) 34637K Switch Assembly, Weather Proof 34633J Switch Assembly, Explosion Proof 64310G Bracket Switch Mounting 67815-06J Nut, Jam 63674G Plate, Mounting 2838201 J Adapter 2838202G Adapter 63398C Bushing, Gland 00951E O-Ring (2) 6764417K Bushing 6764418H Bushing 6764419F Bushing 6764491 J Bell Reducer 8970101 F Stem, Actuating 8970102D Stem, Actuating 8970103B Stem, Actuating 8970104K Stem, Actuating 8970105G Stem, Actuating 6551201 H Fiber Washer 6824421 K Screw 8-32 x 3/8 Valves Sizes 4� Used On 3 All All All All All 10" thru 16" All All 2" thru 3" 4" thru 16" All All 8" and 10" 12" 14" 16" 2"-2 1/2" 3"-4" 6"-8" 10"-12"-14" 16" All All 7 0 � b o 13/ (IVAjER O 9 12 COVER 15 16 When ordering parts, please specify: • Item Number • Description • Part Number Typical Applications —Annunciator S Used for any electrical operation which can be performed by either opening or closing a switch; such as alarm systems, process control, pump control, motor starting or stopping, etc. Readily attached to most Cla-Val Valves. Pump CLA-VAL 50 Series Discharge to \ 1 Pressure Relief Valve Atmosphere \ r CLA-VAL 60 Series Booster Pump Control Valve Isolation Valve Discharge To System The X105L Series Limit Switch Assembly is used on Cla-Val 60 Series Booster Pump Control Valves. Flexible conduit is used for electrical connections to the solenoid control and the limit switch. Specifications When Ordering, Please Specify Materials: Aluminum switch housing 1. Valve Size and Basic Valve Model 5. Explosion Proof or Weather Steel bracket and brass adapter Number Proof Type Enclosure Stainless steel stem 2. Catalog Number from Table Below 6. Amperes and Voltage, AC or DC Electrical: 1/2" Conduit connection 3. All Valve Name Plate Data 7. Actuating Position (Valve Open or 4. Select Single or Double Pole Switch Closed) Switch Type: SPDT UL, File No. E12252, CSA Certified, File No. LR57325 Weather proof CATALOG ACTUATION SWITCH NEMA 1,34, and13 NO. POSITION ENCLOSURE X105LCW Valve Weather Proof Switch Rating: UL/CSA rating: L96 Closed 15 amp. 125, 250, or 480 volts AC X105LCX Valve Explosion Proof 1/2 amp. 125 volts DC 1/4 amp. 250 volts DC Closed X105LOW Valve Weather Proof Switch Options: DPDT switches available on request Open UL/CSA Rating: L59, 10 amps X105LOX Valve Explosion Proof Open Explosion proof micro switches are NEMA 1,7, and 9 X1051_2W Dual Weather Proof UL Listed, File No. E14274 and CSA X105L2X Dual Explosion Proof Certified, File No. LR57324: Class I, Group C and D and Class Il, Group E, F and G. Ln CLA-VALTM E-X105L/X105L2 (R-03/2021) CLA-VAL 1701 Placentia Avenue • Costa Mesa, CA 92627 800-942-6326 • Web Site: www.cla-val.com • E-mail: info@cla-val.com CLA-VAL CANADA CLA-VAL EUROPE CLA-VAL UK CLA-VAL FRANCE CLA-VAL ASIA PACIFIC 4687 Christie Drive Chemin des Mesanges 1 Dainton House, Goods Station Road Porte du Grand Lyon 1 45 Kennaway Road Beamsville, Ontario CH-1032 Romanel/ Tunbridge Wells ZAC du Champ du Feder Woolston, Christchurch, 8023 Canada LOR 1 B4 Lausanne, Switzerland Kent TN1 2 DH England France - 01700 Neyron New Zealand Phone: 905-563-4963 Phone: 41-21-643-15-55 Phone: 44-1892-514-400 Phone: 33-4-72-25-92-93 Phone: 64-39644860 www.cla-val.com www.cia-val.ch www.cla-val.ch www.cla-val.ch www.cla-valpacific.com E-mail sales@cla-val.ca E-mail: info@cla-val.ch E-mail: info@cla-val.co.uk E-mail: info@cla-val.ch E-mail: info@cla-valpacific.com , OOPVR I G HT cLANAL 2021 Printed in USA Specifications subject to change without notice visit www.cia-val-latinamerica.com for Spanish literature -777777777 , AN o 8 zo IZ| ! ! Nil \ E § § ! , 4 § § \ ` \ `4 \ ------: zs.G k§ p ,] k� M ,,,,,/( (R°\ ,!q§ 7�§ : �; -{ �; \ Al \� � �� \! ,;\)§ `/( �§ go / �zo §� §\ ((( )§\ }§( - ;;| §: , -,� „ \/ \) / $ \\ \ $) § §| §;! : \ƒ § \ \§ /( ! \(� ) )) `); \/ : \ A \ Re \\ ! ■ Now HgDE&4wcHFOR WOR/ NWATER TRANSMISSION N�� / § PHASE 2aa//\, ! .■ WATER _= NO. , ;_a_ NORTHSIDE rz NCH WATER TRANSMISSION_.m«Ee CITY PROJECT NO. 102687 x _, PROPOSED CONTRACT MODIFICATION (01) PROJECT: Northside IV 24-Inch Water Transmission Main PROJECT NUMBER: OWNER: City of Fort Worth City: 102687 CONTRACTOR: Jackson Construction LTD. Halff: 34486.001 ENGINEER: Halff Associates, Inc. DESCRIPTION: Modifications to the Transfer Valve Vault PCM No: 01 NOTIFICATION TO CONTRACTOR: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 10 calendar days: ❑ Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. ® Submit a Price/Credit Proposal with detailed cost breakdown of labor, materials, equipment and all other costs related to this change. Impacts on Contract Time shall be shown in a revised schedule, included with the submitted proposal. ❑ Proceed with the change. Payment will be made at the unit price bid. ❑ Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. By: ENGINEER Date: 10/31 /2023 CONTRACTOR'S RESPONSE: We respond to your request as follows: ❑ We propose that this is a no cost or time change. Issue Field Order. ❑ We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. ❑ We are proceeding with the change at the unit price bid. ❑ We are proceeding with the change under the time and materials provisions of the Contract. By: ACTION TAKEN: Date: ❑ Proposed Contract Modification rejected. See comments. ❑ Field Order will be issued. ❑ Change Order will be issued. By: Date: PROPOSED CONTRACT MODIFICATION ATTACHMENT A The Owner proposes to make the following additions, modifications or deletions to the work described in the Contract Documents. Authorization to proceed with these changes must be approved by Field Order or Change Order in accordance with the Contract Documents, prior to commencing the work involved. PCM Description: This PCM includes modifying the original intent and design of the Transfer Valve Vault (TVV). The Owner now desires to allow additional flow to be transferred between the pressure planes during peak demands. The details on the modifications desired are included below. In general, the TVV will retain the same overall dimension, but additional piping and appurtenances will be added inside the vault, with some piping and appurtenances from the original Contract Documents are no longer necessary. Additionally, some structural and electrical/instrumentation modifications are included, and the vault is physically moved slightly towards the south. The attached Sheet 38A replaces Sheet 38 of the original Contract Documents. The attached Sheets S 1.01 and S 1.02 replace the corresponding two sheets (same sheet numbers) in the original Contract Documents. The attached sheets E-01 through E-09 replace the corresponding nine sheets (same sheet numbers) in the original Contract Documents. The attached sheets EZ-01 through EZ-02 replace the corresponding two sheets (same sheet numbers) in the original Contract Documents. The attached sheets I-01 through 1-06 replace the corresponding six sheets (same sheet numbers) in the original Contract Documents. 2" SS WATER LINE 12" GATE VALVE - WALL PENETRATION) < NOTE: 12-INCH PIPELINE IS TO REMAIN IN THE HORIZONTAL AND VERTICAL ALIGNMENT AS SHOWN IN THE ORIGINAL CONTRACT DOCUMENTS. VAULT HAS THE SAME OVERALL DIMENSION5 AS SHOWN IN THE ORIGINAL CONTRACT DOCUMENTS, BUT SHALL BE 2" TAP AND BALL VALVE RELOCATED 30" SOUTH TO ACCOMMODATE THE ADDITIONAL RUN OF 8-INCH PIPING, ETC. FOR SAMPLE STATION ° < . ' . • , ' a/ SEE STRUCTURAL SHEETS FOR DETAILB ON ALL WALL 2- TAP FOR DRAINAGE PENETRATIONS 12" MAG METER CON BOTTOM OF PIPE 12" COUPLING SEE NOTE5 \-I1'k8"TEE SEE NOTE 13 `12"COUPLING SEE NOTE 13 8" 90- DEGREE FITTING 1- LINE TO ANALYZER 12' GATE VALVE 'AV-TEK DOUBLE 8"GATE FLANGED BEV�O"PSV VALVE / SEE NOTE PIPE • 1"LINETO LTAPFORP ESSU E SUMPPUMP SAMPLE STATION TRANSMITTER NOTE: • . aSECTIONA-A ° &IN CH PIPE LOOP SHALL BE SUPPORTED WITH PIPE SUPPORTS PER PLAN SHEET39 THERE SHALL BE 3 PIPE SUPPORTS ADDED TO THE B-INCH LOOP, LOCATED AT OR NEAR THE 3 VALVES, THE 12-INCH PIPE RUN 3/OIL _ 1. - OII SHALL STILL HAVE TWO PIPE SUPPORTS AS SHOWN ON SHEET 39. V —I DI— JBY,aL 'IYL` _I TAP FORll TRANSMIM 0' DISMANTLING JOINT (TYP 37 LADDER WITH SAFETY POST r III(III III—Lille�II�III�II^Ilo `J� ante' L ——i "ENSURE SPACING BETWEEN TEE AND METER MEETS MANUFACTURER REQUIREMENTS PLAN 3/8" = l'- 0" 4. 90° RETURN BEND I. _ WITH STAINLESS STEEL • ° 1 , '4 a INSECT SCREEN (INLET) 1 • 6' x 4' LOCKABLE DOUBLE DOORACCESS7. . // 11• � X x 4' LOCKABLE DO JBLE DOOR ACCESS ECLIPSE SAMPLING 10'x10- VAULT VENTILATOR STATION (EXHAUST) 2'-g�" 3' x 3' GLEDOOR H-1 1. ACCESS HATCH 1'SUMP DISCHARGE a. • e � " - •. y a• 2Q a °3 -6"' a / 4" 90° RETURN BEND 1 -6 4'-E" / ROOF PLAN WITHSTAINLESS STEEL ~ /// o INSECT SCREEN(INLET) CHLORINEANALVZER 3/8" = .I 1' - 0" MCCAIN TRAFFIC ENCLOSURE 332 SEE ELECTRICAL DETAILS 10, ♦♦�� IY NOTES. IINSULATE ALL EXPOSED PIPES UNDER 6 INCHES 2ECLIPSE NO I1"PLE STATION AS MANUFACTURED BY KUPFERLE FOUNDARY CO. OR APPROVED EQUAL 3 SAMPLE TAPS AND PIPE SHALL BE 316 STAINLESS STEEL WTIH NIP THREAD. SEE SPECS 33 12 10 AND 3312 50. 4. NOTE THAT SAMPLE TAP FOR CHLORINE ANALYZER IS LOCATED ON 241NCH WATER MAIN 5 WATER METER SHALL BE I2"MAG METER. SEE ELECTRICAL SHEETS FOR FURTHER DETAIL. SEE SPEC 40 7100. 6 6'x4' ACCESS HATCHES SHALL BE BILCO TYPE 1D-2, INTEGRALLY CAST INTO VAULT TOP WITH RECESSED HASP COVERED BY HINGED AD FLUSH WITH H SURFACE OF EQUAL SINGLE DOOR ACCESS HATCH SHALL ALSO BE BROO TYPE. IT SHALL HAVE AN INTRUSION/UMIT SWITCH W IHI ROLLER ARM ACTUATOR TO INDICATE "OPEN". SIGNAL SHALL BE CONNECTED TO SCADA CONTROLS 2. PRESSURE -SUSTAINING VALVE SHALL BE CIA -VAC MODEL NO. ST0113PSKC COMBINATION BACK PRESSURE AND SOLENOID SHUTOFF VALVE WITH —SLOW SINGLE LIMIT SWITCH, OR APPROVED EQUAL. NUMBERS PROVIDED TO CIA-VAL FOR MODELSELECTION ARE 2 MGD ESTIMATED FLOW, 35 PSI PRESSURE DIFFERENTIAL. 8. VAULT VENTILATOR SHALL BE LOREN COOK SRSH-D OR APPROVED EQUAL 9 LADDER UP SAFETY POST SHALL BE BILCO MODEL 1 ALUMINUM LADDERS SHALL BE AS MANUFACTURED BY HERON INDUSTRIES, INC. OF FOR WORTH OR EQUAL a. LADDER RAILS SHALL BE I" IPS SCHEDULE 40 ALUMINUM PIPE(6063 ALLOY) W ITH END CAPS. N. RUNGS SHALL BE %,- THICK ALUMINUM TREAD PLATE (MR3 ALLOY) BEND TO FORM 2," X L" CHANNEL c. TOP RUNG OF (ADDER SHALL BE NO MORE THAN 6" BELOW HATCH. E. BOTTOM RUNG OF LADDER SHALL BE NO MORE THAN 12" ABOVE FLOOR OF VAULT e WALL RAC ETS SHALL BE I"X2"X SO" BENT PLATE(6030 ALLOY) WITH B" STANDOFF. S0. SUMP PUMP SHALL BE HYDROMATIC MODEL SD25 WITH A FLOAT SWITCH MOUNTED IN THE VALVE VAULT OR APPROVED EQUAL. DISCHARGE PIPE SHALL BE 1" SCHEDULE 80 —THROUGH THE VAULT CEILING 11. PRESSURE TRANSMITTER SHALL BE BY MANUFACTURERES LISTED IN THE ELECTRICAL SPEC. INSTALLATION SHALL INCLUDE. 1" TAP, lf" SS BUSING, f" SS COCK, AND FLOOR MOUNTED SUPPORT THE PRESSURE TRANSMITTER AND ISOIATER SHALL BE MOUNTED IN THE METER VAULT. 12. ALL INTERIOR PIPING SHALL BE DUCTILE IRON PAINTED BLUE IN COLOR. 13. FLANGED COUPUNG ADAPTER SHALL BE SMITH BLAIR SERIES 913 OR APPROVED EQUAL. SEE SPEC 331111 FOR DUCTILE IRON FITTINGS. 14. WATERPROOF ALL UNDERGROUND PORTIONS OF VAULT WITH COAL TAR MODIFIED, URETHANE COATING ACCORDING TO TXDOT ITEM 458 TYPE 5. 15. ALL BURIED FITTINGS SHOWN ON THIS DRAWING SHALL BE RESTRAINED MECHANICAL FLEXIBLE JOINT FITTINGS. 16. PIPING ASSOCIATED WITH THE METER STATION SHALL BE 12" DIP OR 8" DIP AS SHOWN. 1T. FLANGE PIPE FTTINGS WILL BE ACCORDING TO THICKNESS CORRESPONDING TO SPECIAL CLASS 53. 1IL CONTRACTOR SHALL COORDINATE WITH MANUFACTURERS OF MAG METER D PSV TO ENSURE 61NCHES OF CLEARANCE CAN BE MAINTAINED BETWEEN EACH OF THE CHOSEN MODELS AND THEIR RESPECTIVE 6'x4' HATCHES IN THE INEMTHE CITY MUST REMOVE THEM 19. TAPPING SADDLE WILL BE OF A MATERIAL APPROPRIATE FOR USE WITH THE MAIN PIPE MATERIAL SEE SPECS 3312 30 AND 3312 50. p�ssioN�i E'�� 10/09/2023 REVISIONS N,O p DESCRIPTION oarE 1 p z p 3 � WORTH WA CITYOFPORT WORTH, TTER DEPARTMENTT NORTHSIDE IV 24-INCH TRANSMISSION MAIN - PHASE IB TRANSFER VAULT REVISIONS PCM NO. 1" ::: haLfF BSD� 6W ... TEL (i)&FIu213Z e ED ED DRAWNAA. I SCALE I DATETOBER 2023 I SHE g, x 23'-0' H Z 3 rn 21'-0' Q m N 3"CL _ X 19'-0' _1 0' Z Z rc r_________________------------------------------------- 1 — O C. BOTTOM 0 SLAB BELOW N (n m O 0 0. 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A yaaapf<!»z= A °97oi"ao nmomRR'�€zo=`os oms�zao9m =_ =�o= ms=„9_=mmawaa€;ozo N as=9gsgos °p�2Ap>op�NAo -oso� °�zgem age Ag o mapz > Rensio No o„uo lz m op - � 01 N� � mo orp J � �- NORTHSIDE IV 24-INCH WATER TRANSMISSION MAIN PHASE IB Qom FORT WORTH NORTHSIDE IV 24-INCH HALFF, WATER TRANSMISSION MAIN PHASE IB WATER MAPSCO NO. 18R,V,Z, 19S,W,33A CITY PROJECT NO. 102687 X-26939 ELECTRICAL GENERAL NOTES 1. THENOTES CONTAINED ON THIS SHEET ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR WHEN WORKING IN THE FIELD. AND CONTAIN EXCERPTS FROM THE SPECIFICATION SECTIONS HOWEVER THE CONTRACTOR IS HEREBY ADVISED THAT THE CONTRACT DOCUMENTS CONSIST OF BOTH THE DRAWINGS AND THE SPECIFICATIONS, AND THAT THE CONTRACTOR MUST COMPLY FULLY WITH BOTH THE BOUND DRAWINGS AND THE BOUND SPECIFICATIONS 2 ALLEQUIPMENT WIRING, RACEWAYS,ETC. SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND INDUSTRY STANDARDS (IE. UL, NEMA, IEEE. ANSI. ETC.) THE DRAWING NOTES AND DETAILS SHALL BE COMPLIED WITH IN ADDITION TO THE REQUIREMENTS IN THE SPECIFICATIONS REFER TO EACH SPECIFICATION SECTION FOR SPECIFIC REQUIREMENTS 3. ALL RACEWAY INSTALLATIONS SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL CONDITIONS ALL EXPOSED RACEWAY SHALL BE INSTALLED AS PER ANSI, NECA 1 PARALLEL TO BEAMS, CEILINGS, FLOORS AND WALLS SEE SPECIFICATION ON RACEWAYS FOR ADDITIONAL REQUIREMENTS. 4. CONDUITS SHALL BE TERMINATED INA NEAT MANNER AND STRICTLY IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWING DETAILS 5. CONDUITS TERMINATED INTO ENCLOSURES SHALL BE PERPENDICULAR TO THE WALLS OF THE ENCLOSURE THE USE OF SHORT SEALTIGHT ELBOW FITTINGS FOR SUCH TERMINATIONS IS NOT PERMITTED 6 ALL RACEWAY INSTALLATIONS, CROSSING EXPANSION JOINTS OR TRANSITIONS FROM BELOW GRADE TO EXPOSED ABOVE GRADE, SHALL HAVE EXPANSION OR EXPANSION/DEFLECTION TYPE FITTINGS AS SPECIFIED FORTHEAPPLICATION SEETHE DRAWINGS AND THE SPECIFICATION ON HIGHWAYS FOR THE EXACTTYPE OF §Q§ FITTING TO BE USED A ]. NO CONDUIT SMALLER THAN 3M',NOR WIRE SMALLER THAN NO 12 AWG, SHALL BE USED UNLESS SPECIFICALLY NOTED. 8 ALL UNDERGROUND SINGLE CONDUITS AND DUCTBANKS OF MULTIPLE CONDUITS SHALL BE RIGID PVC CONDUIT ENCASED IN REINFORCED RED CONCRETE CONCRETE DYED RED BEFORE PLACEMENT MINIMUM SIZE IS 2INCH FIEUDVERIFYTHEROUTINGQF ALL EXISTING UNDERGROUND GODUITAU DUCTBANKS COORDINATE ROUTING OF NEW CONDUIT AND DUCTBANKS TO AVOID INTERFERENCE WITH EXISTING CONDUIT. DUCTBANKS, AND OTHER UNDERGROUND UTILITIES 9, ALL CHANGES OF DIRECTION GREATER THAN 20 DEGREES IN UNDERGROUND SINGLE, OR DUCTBANKS OF MULTIPLE CONDUITS, SHALL BE ACCOMPLISHED USING PVC COATED RIGID ALUMINUM LONG RADIUS BENDS. BENDS OF PVC CONDUIT GREATER THAN 20 DEGREES, OR THE USE OF FLEXIBLE CONDUIT OF ANY TYPE, WILL NOT BE PERMITTED SEE THE SPECIFICATIONS FOR MORE REQUIREMENTS 10. LIQUID TIGHT FLEXIBLE ALUMINUM CONDUIT SHALL BE USED FOR THE PRIMARY AND SECONDARY OF TRANSFORMERS. GENERATOR TERMINATIONS AND OTHER EQUIPMENT WHERE VIBRATION IS PRESENT USE IN OTHER LOCATIONS IS NOT PERMITTED, EXCEPT FOR CONNECTIONS TO INSTRUMENTATION TRANSMITTERS, WHERE MULTIPLE PENETRATIONS ARE REQUIRED LIQUID TIGHT FLEXIBLE ALUMINUM CONDUIT SHALL HAVE MAXIMUM LENGTH NOT GREATER THAN THAT OF A FACTORY MANUFACTURED LONG RADIUS ELBOW OF THE CONDUIT SEE BEING USED, THE MAXIMUM BENDING RADIUS SHALL NOT BE LESS THAN THAT SHOWN IN THE NEC CHAPTER 9, TABLE 2. 'OTHER BENDS' BX OR AC TYPE PREFABRICATED CABLES WILL NOT BE PERMITTED 11, THEWIRING DIAGRAMS.BLOCKDIAGMMS.QUMTITYISIZESOFWIRESICONDUITSREPRESENTASUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY APPROVED ALL MODIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS ANDIOR SPECIFIED 1ALL JUNCTION BOXES, PULL BOXES AND TERMINATION BOXES IN NEMA 12 AREAS SHALL BE ALUMINUM FOR NEMA 4X AREAS SEE SPECIFICATIONS FOR BOX DETAILS AND SPECIFICATIONS a& 13. SEALALLRACEWAYSENTERING JUNCTION BOXES OR CONTROL PANELS CONTAINING ELECTRICAL OR INSTRUMENTATION EQUIPMENT WITH WATERTIGHT SEALANT REFER TO THE SPECIFICATIONS FOR DETAILS 14. ALL EQUIPMENT AND ELECTRICAL EQUIPMENT ENCLOSURE LOCATIONS, OR TERMINAL BOX LGCATONS, ME APPROXIMATE THE EXACT LOCATIONS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNERIENGINEER, DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER 15. ALL EQUIPMENT AND ELECTRICAL EQUIPMENT ENCLOSURES DIMENSIONS ARE APPROXIMATE. ALL EQUIPMENT AND ELECTRICAL EQUIPMENT ENCLOSURES OR TERMINAL BOX DIMENSIONS SRALL BE VERIFIED WITH THE EQUIPMENT SUPPLIER ALLOW FOR LOCATION CHANGES AND INCLUDE IN THE CONTRACT PRICE THE EXACT LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND ROUTING OF ALL CABLES AND CONDUITS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNE-TIGINEER DURING CONSTRUCTION 18. CORING OF AN EXISTING STRUCTURE SHALL BE COORDINATED WITH AND APPROVED BY THE OWNERIENGINEER. CORING THROUGH STRUCTURAL BEAMS IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL FROM THEOWNENIENGINEER 2 11. THE LOCATION OF Al ELECTRICAL EQUIPMENT AND ROUTING OF CABLES AND CONDUITS SHALL BE 4 COORDINATED AND APPROVED BY THE OWNER 18, THE DUCTBANK ROUTING AS SHOWN ON THE DRAWING IS APPROXIMATE FIELD VERIFY THE EXACT DUCTBANK ROUTING, CABLE LENGTH AND CONDUIT LENGTH d19. PROVIDE CONDUIT SEALS FOR CONDUIT PENETRATIONS AS PER NEC AND NERA82O 21. LOCATE ALL UNDERGROUND UTILITIES BEFORE DIGGING. GOORDINATE THE EFFORT WITH THE OWNER 22. ALL SLOTTED CHANNEL SLOTTED CHANNEL SUPPORT MATERIAL.WASHERS. SCREWS. NUTS. CONDUIT CLAMPS, ALL THREAD SPRING NUTS AND MIEC MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL 23. LIGHTING FIXTURES SHALL BE MOUNTED ACCORDING TO THE MOUNTING HEIGHT GIVEN ON THE DRAWINGS THE MOUNTING HEIGHT SHALL BE MEASURED FROM THE BOTTOM OF THE LIGHTING FIXTURE TO THE FINISHED FLOOR ZC CONDUIT AND WIRE FOR THE HVAG EQUIPMENT AND MISCELLANEOUS DEVICES SHALL BE: A SO'(MIN) RIGID ALUMINUM B NO 14 XHHWCU WIRE XHHW(MIN) C IN ACCORDANCE WITH ALL ELECTRICAL AND HVAC SPECIFICATIONS REQUIREMENTS 25. INSTALL ALL CONDUITS AND WIRES SHOWN ON THE INTERFACE DIAGRAM SHALL BE INSTALLED BY THE CONTRACTOR. GROUPING OF CONDUIT AND WIRE MAY BE CHANGED, IF APPROVED BY THE ENGINEER AND OWNER 26. ALL CONULETS SHALL BE FORM] AND SHALL HAVE 316 SS CUMP COVERS WITH 316 SS CAMPS AND So— SCREW DOWN COVERS ARE UNACCEPTABLE. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION. 2T ALL BARE COPPER GROUNDING CONDUCTORS SHALL BE TINNED. ALL GROUND RODS SHALL BE 3I4'BY 10'LONG ALL EXPOSED COPPER GROUND CABLES SHALL BE GREEN INSULATED CONDUCTORS PROVIDE XHHW INSULATION 28. WHERE NOTES ON THE DRAWING INDICATE THAT THE CONTRACTOR SHALL FIELD -VERIFY, THEINTENTIS FOR HE CONTRACTOR TO INVESTIGATE TO THE EXTENT NECESSARY TO PROVIDE THE WORK AND MATERIALS PRIOR TO BIDDING AND INCLUDE ALL COSTS IN THE BID PRICE. THE CONTRACT PRICE SHALL NOT BE INCREASED WHEN THE CONTRACTOR HAS NOT INVESTIGATED PER THE NOTES DIRECTING THAT BE DONE TYPICAL ENCLOSURE TYPES BY AREA TYPE BOXES B ENCLOSURES NON -HAZARDOUS AREAS 1 3R 4X 4X` I2 CONDUIT OUTDOOR. GENERAL AREAS X % RIGID ALUMINUM OUTDOOR, CHEMICALAREAS X SCHEDULE SO PVC INDOOR, CHEMICAL ROOM X SCHEDULE SO PVC INDOOR. CONDITIONED SPACE X RIGID ALUMINUM INDOOR, NON -CONDITIONED SHOP SPACE X RIGID ALUMINUM INDOOR, MIN ED PROCESS AREA X LHINU UMIN ADMBUILDINGEMDRIGIDAUM CLASS I, DIVISION I REFER TO NEC, NFPAA20, AND CONTRACT CONSTRUCTION SPECIFICATIONS CLASS I, DIVISION 2 REFER TO NEC. NFPAA20. AND CONTRACT CONSTRUCTION SPECIFICATIONS GENERAL NOTES • EQUIPMENT SUCH AS MOTOR CONTROL CENTER, SWITCHGEAR,VFDS, AND OTHER STANDALONE MOTOR STARTERS AREAS SHOWN ON DRAWINGS NEMA 1 ENCLOSURES ARE TO BE NEMA 1 GASKETED. • NEMA 4X' ENCLOSURES ARE TO BE NON- METALLIC(,, PVC) NEMA 4X • CONDUIT INSIDE ADMIN BUILDING LOCATION IS TO BE EMT IF CONCEALED IN DRY WALL (INA SHEET ROCK WALL): OTHERWISE RIGIDALUMINUM • USE OF NEMA 311 OR 4X IN OUTDOOR GENERAL AREAS IS A SHOWN ON DRAWINGS CONDUITTYPE LOCATION RIGID GALVANIZED CONDUIT NOTACCEPTABLEFORUSEONTHISPROJECTEXCEPTFORTHEUTILITYCOMPANY'S CONDUCTORS ALL UTILITY COMPARYS DUCTS SHALL BE AS SPECIFIED BY UTILITY COMPANY. PVC COATED ALUMINUM CONDUIT ALL EMBEDDED CONDUIT BENDS, UNDERGROUND DUCTBANK OF MORE THAN DEGREES, AND ALL CONDUIT STUB -UPS TO A MINIMUM OF 6' ABOVE FINISHED FLOOR OR GRADE AND IN CHLORINE AND CAUSTIC ROOMS LIQUID TIGHT FLEXIBLE ALUMINUM CONDUIT RAGEWAYCONNECTIONTOVIBRATING EQUIPMENT ONLY, IN ALL AREAS LIMITED TO 36' UNLESS APPROVED BY OWNER AND ENGINEER RIGID NON-METALLIC, SCHEDULE 40 PVC CONDUIT UNDERGROUND ENCASED IN RED DYE REINFORCED CONCRETE (AS WHERE SPECIFIED) FLEXIBLE ALUMINUM CONDUIT FIXTURE WHIP CONNECTIONTOLIGHTINGFIXTURESINNEMAI2AREA5(MAXIMUM3-FT) BX OR AC TYPE PREFABRICATED CABLES ARE NOT PERMITTED. ALUMINUM RIGID METAL CONDUIT ALL ABOVE GRADEMEAS, EXCEPT FOR CONCRETE EMBEDDED AND THOSE AREAS ALREADY DESCRIBED IN THIS TABLE ELECTRIC METALLIC TUBING(EMT)CONDUIT FORUSEONLY ON CONCEALED, ABOVE GROUND, INTERIOR ELECTRICAL WIRING IN AIRGONDITIONED ADMINISTRATIVE BUILDINGS REMOTE TO THE PROCESS AREA. AND CLEARLY DEFINED AS SUCH ON THE DRAWINGS OR IN THE SPECIFICATIONS MCC, CONTROL PANELS, PANELBOARDS Z THESE NOTES APPLY TO CONTROL PANELS, MCC ETC WHICH HAS TO BE REFURBISHED, MODIFIED, cQ = c DISCONNECTED & RECONNECTED OR REWORKED THE CONTRACTOR SHALL NOT MAKE ANY MODIFICATION UNTIL THE FOLLOWING HAS BEEN DONE: A THE OWNERICONTRACTOR SHALL WITNESS THE CONDITION OF THE EXISTING EQUIPMENT, THE CONTRACTOR SHALL NOTE DOWN ANY DEFECTS OR DEFICIENCY V Z O �t U) N B THE OWNER SHALL OPERATE THE EQUIPMENTTO DEMONSTRATE THE CURRENT CONDITIONS. THE CONTRACTOR SHALL NOTE DOWN ANY DEFECTS OR DEFICIENCIES cc m > G W w Ui C ARECORD OF THE OPERATION AND EXISTING CONDITION SHALL BE KEPT INA THREE RING BINDER AT THE OWNERICONTRACTOR TRAILER, IN FORM OF PICTURES AND INFORMATION Z = D A FORM SHALL BE GENERATED BY THE CONTRACTOR TO RECORD THE OBSERVATIONS. BOTH a PARTIES SHALL SIGN ON THE FORM. E REPLACE ALL MATERIAL OR EQUIPMENT DAMAGED DURING THE COURSE OF WORN � Ky F AFTER THE CHANGES ARE MADE. THE EQUIPMENT SHALL BE INSPECTED AND RE -TESTED TO O LU DEMONSTRATE THAT IT FUNCTIONS CORRECTLY Z ~_ >Q I--Qy s1'I--T-•I W I/ O w LL LL0 4p i� J 2a� Qd g�mm ONE mom mom M UU Tn 4r Q a O Z go O z Z 60900 Q �CIS1Er' 3 NNRL o9nerzou = I P q, No 102667 Z Issuetl SEE. Y BY 28, 2022 TO V GBL ScsM2 eAS NOTED = ee e W ELECTRICAL I2 GAI GENERAL NOTES N Gupra & Associ,—, Inc. ";°"�,"„^,°, em r a, E-03 0 Texas Re9,slratwnl No FI 2593 :..,, ww�w.....m,,., SM1M N he 4] Z -77777777 i 0 IN D NI,z. oo S m o m m � m 1 1 o m Z y O o a Z y m �~ O D O — 8 a lz - lz � s m m -o -o mNFm8 yy )) = App$_= sm� a_> rho �o oz 4� �� o�= �m� m�. r o x3 -'_ p m�� _ _ cI a$= - «-, mks c _o $�o ;$ o - A Tol -zA ysm g�ie _> ~o o _D orzn IF mIF _ Re ,elan dale ZNo g� �+ a2023 azszo PCM-, ... 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S—N ee 4] em r a Z RED WARNING FINISHED O3 TAPE (GRADE 1 T\� - *UDNED GRO NDWI WIRE XSIp TIED fi"TOP TIED TO REBAR CONCRETE ENCASEMENT q 1 0 5 CONDUIT AS - INDICATED ON PLANS AND IN SPECS fi'/ToP��y \J BACKFILL AND COMPACT S.(,P) TO 95%IN AREAS WHICH HAVE BEEN UNDERCUT P) X5�6'BOT: UNDISTURBED EARTH PROVIDE WELL (X8ELOVER COMPACTED PILAW NES OR FILL, EHHAVE INE$O TYPICAL FOR ALL REBAR) BEENN UNDERUNDERCUT. DUCTBANK A SECTION %1 X NOT TO SCALE NOTES BY SYMBOL �1': 1 PROVIDE MIN. 3 INCHES CONCRETE COVER OVER AND UNDER REINFORCEMENT CAGE AND 6INCHES ON EACH SIDE 2. SELECT FILL TO A MINIMUM OF 2 FT ABOVE DUCTBANK TOP 6TO BE TOPSOIL COMPACT ALL BACKFILL IN 81N IFTS TO SU PERCENT OF STANDARD PROCTOR (ASTM D 6Sa) DENSITY. UNLESS UNDER EXISTING OR PROPOSED PAVEMENT, OTHER UNDERGROUND UTILITIES, OR STRUCTURES IF DUCT BANK IS UNDER EXISTING OR PROPOSED PAVEMENT, OTHER UNDERGROUND UTILITIES, OR STRUCTURES, COMPACTALL BACKFILL IN 81N. LIFTS TO 95 PERCENT OF STANDARD PROCTOR DENSITY 3. 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MEEP. 2S, 2022 NDrawn By GBL� > �BvNOTED WRR0G=RF"`2`R93 ��NTATI.N N AI D - Assodaees, Inc.";°"�"^° :.,n.a..w�s..,.,.e,„. 1_03—A—) SNeet NUmher C] Z --- --- --- --- --- --- --- --- --- --- --- --- --- --- n O m m Inl Inll a o0 D� rr�A cAre— cAra— io ❑O � cAT9 I I I I I n I � I I � I D I I I I O I I I � I i i I I CAre— urs� O 71 IYy I I I I I s II II O O I I I I I i F cAs OO 1 O Ei I I© $� 0 I I I � i I I I I � O I I I i I I � i I I � I I I i I n i I � I I � i I � � � I I O I i I I I i 4 � � I I I i � I I o 0 0 ® 0 � I I I i I O I I I I � I i I I � I I Re :son �sfa2 N. a a� $ z o � G NORTHSIDE IV 24-INCH WATER TRANSMISSION MAIN PHASE IB m m z l z z z z zz a A ONE FORT WORTH NORTHSIDE IV 24-INCH MEN HALFF, WATER TRANSMISSION MAIN PHASE IB WATER CITY PROJECT NO. 102687 MAPSCO NO. 18R,V,Z, 19S,W,33A X-26939 t o H of WIRETROUGH Lr 0 e � WIRETROUGH !•e 1-1 TERMINALS 4 ®®ee WIRETROUGH NUS WIRETROUGH I lo o ogn€gym no o �iozmsz oa nn�o n 3 AANz € oziinmz H pz0 Ozizps Z 0 ��> oo>fAN8 N�mp�y A �z, m ->" �- zm y= $� °ego Im mo�mo x : n mm zm " g z p 3 _ $R Re ,sion No Oale Z&F s A - mom FORT WORTH NORTHSIDE IV 24-INCH _ o pm`�� a ir" oa,,,o� mom HALFF, ■■■ WATER TRANSMISSION MAIN cn : �y m PHASE IB z o i N WATER MAPSCO NO. 18R,V,Z, 19S,W,33A NORTHSIDE IV 24-INCH WATER TRANSMISSION MAIN PHASE IB CITY PROJECT NO. 102687 X-26939 I S MWI RADIO TOWER AND ANTENNA MOUNTING DETAIL DETAIL 0NTS n M n Z 3 N _ m X U Z Z GENERAL NOTES — O Z —_ 1 PROVIDE GROUNDING AND BONDING BY NEC N co ARTICLE 820 AND 250 \ c_ y 2 PROVIDE WITH SURGE SUPPRESSION FOR / G W ANTENNAS AS DEFINED BY NEC ARTICLE 820 LJ J (n 3. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL 0 Z TOWERDETAILS ON ANTENNA BASE AND GROUNDING REQUIREMENTS = a N~N LL O W Z \NOTFSBYSYMB—\ ^ 1 LAIRDI)3)—,ANTE NNAMOUNTINGHEIGHF, 7=P. NO FIELD VERIFICATION BY THE CONTRACTOR REFER TO DIVISION 60 ^^'' SPECIFICATIONS FOR ADDITIONAL DETAILS--T-I 2 10' PIPE ROHN 161005PHS OR ENGINEER W APPROVED EQUAL 3 NEW YAGI ANTENNA 20—O Q' O(MIN) 1 d ANTENNA COAX CABLE ONGROG N ROD ROD 5. ANTENNA CABLE CLAMPS. HOT DIP GALVANIZED. -- (TYP) O (p 8 CLAMP CABLE TO MART ATZINTERVALS MAST CLAMP HOT DIP GALVANIZED d/O TINNED O T ANTENNA CABLE TO RTU ENCLOSURE BARE COPPER GROUND WIRE 8 10 AWG OR LARGER INSULATED GROUND WIRE 9 GROUNDING KIT \ W LL 0 10 p , BARE COPPER GROUND WIRE. �„g�y d 11. TOWER GROUNDING SYSTEM. / / \ SgS 12 BUILDING GROUNDING SYSTEM �2. U 13 REBAR(TYPICAL) Q3 gem id CONCRETE BASE PER TOWER MANUFACTURER'S 2 SPECIFICATIONS AND DESIGNED BY TEST WELL 9B�. PROFESSIONAL ENGINEER (LICENSED IN THE STATE OF TEXAS). CONCRETE FOUNDATION MAY ONE REQUIRE PILES DUE TO BEARING STRENGTH OF SOIL, PROXIMITY TO ADJACENT STRUCTURES AND \ / ■■■ EXOTHERMICWELD \ UPLIFT CONDITIONS \ TOAMENNA \ / 15 2' MINIMUM BEYOND BOTTOM OF THE \ PILE(TYP.) / FOUNDATION (TYPICAL) 16 B" COMPACTED SAND AND GRAVEL FOR DRAINAGE. 17 CONTRACTOR SHALLBE RESPONSIBLE FOR W DESIGNING AND INSTALLING IN COMPLIANCE WITH TAI-222-H AND CONNECTING TO GROUND SYSTEM fi Q ----- --fin o� d a Z i o d 2 z N z qZ OF TF Lr_ of ,E£ORCE B. LUKE W ........... QQ AL C > 10282023 = wgen No Z ssuetl SEP. 28, 2022 V Y NO BY GBL I S.NB BAS NOTED I = 91e W INSTRUMENTATION u) GAI LEGEND AND SYMBOLS -I N Gupn & Associaees, Inc. Un, r D_ -06 a Tess Re9islratwnl No FI 2593 ...n ww,Aw..,.,.e,„ B—N .IdT Z + Jackson Construction, Ltd. Project: 102687 Change Order Request Transfer Vault Modifications, Temp Fencing, Field Order Metal Gate Price Change Date 02-Feb-24 Revised: 05-Apr-24 Item Description Quantity UM Bid Price Amount Dake + 5% Subtotal Transfer Vault Station Modification Bond Cost Carry SWPPP Inspection Additional Install (5) Stand Smooth Wire Temp, Fence & Remove Total Gate Costs on Northside per Field Order 1 Detail Change 20' Gate, Steel Total Gate Costs Manufactured and Powdercoated Whtie for Bonds Property (Please see Submittal) 1.000 LS $ 65,333.42 $ 65,333.42 $ 65,333.42 4.000 MO $ 2,810.00 $ 11,240.00 16.000 WK $ 57.50 $ 920.00 1,126.000 LF $ 9.85 $ 11,091.10 5.000 EA $ 605.00 $ 3,025.00 4.000 EA $ 1,555.00 $ 6,220.00 Additional Calender Days Requested: 120 Pricinq Clarifications * The project will be operational 4 months after the transfer vault construction is completed. Additional site work will still be ongoing for approx 1 -1.5 months after it is operational. * 12" Butterfly valve with EMO to be supplied by others * Pricing is based on the 6x4 hatches being blocked out in the top and then grouted in place at a later date. Waiting for the upsized hatches before vault construction would cause a timing delay. * Electrical Scope per the attached Wheco proposal clarifications * Temp Fencing No detail or specification provided in plan sheets. H Braces set every 350'. 5 Strand Smooth Wire will be 12.5 gauge wire. 6.5' Studded Metal T Post. Total a u 97,829.52 Page 1 of 1 4/5/2024 3:27 PM �DAKE� Proposal March 18, 2024 Project: CHANGES HIGHLIGHTED City of Fort Worth - Northside IV 24-Inch Water Transmission Main Phase 16 - Modifications to the Transfer Valve Vault The scope of work includes all materials, labor and equipment to install the following, as shown on the plans and specs, including: • Changes to the valve vault piping based on PCM-01 plans and notes • Technical supervision • Acknowledge Addenda: NA • Clean up and haul off of Dake Construction waste Bid Item Description 1 Modifications to the Transfer Valve Vault Modifications to the Transfer Valve Vault Unit Of Bid Quantity Unit Price Bid Value Measure LS 1I 62,222.30 62,222.30 62,222.30 CLARIFICATIONS: • Electrical Scope to be completed, as defined by attached proposal from WHECO, dated December 27, 2023. Dake will require 4 months after vault is complete to make the project operational and 1 additional month to complete the site work (driveway, fence, etc.) There are several items to be submitted for approval, and the time required could potentially negatively impact this schedule, but we do not foresee that at this time. • 12" Butter Valve with EMO to be supplier by others, with Dake providing additional materials for installation of the valve, electrical and SCADA connections, and startup services. EXCLUDED: • Any items not specifically listed • Construction Staking • Rough Grade • SWPPP or erosion control • Testing lab services • Seed, Grass, watering of grass, landscaping, hydromulch, or other requirements to establishing grass • Bonds • Electrical Service to the site Thanks for the opportunity to bid the above project. If you have any questions, please feel free to contact me. R Scott Lewis Pricing is valid for forty five (45) days with letter of intent within fifteen (15) days. Invoicing to be progressive and to include payment for material properly stored. Payment is due in (30) days from invoice date. 2200 Smith Barry Road, Suite 150, Pantego, TX 76013 • Office: (817) 303-7111 • slewis@dakeconstruction.net �DAKE�� 2200 Smith Barry Rd Suite 150 Pantego, TX. 76013 Name / Address Jackson Construction, LTD 5112 Sun Valley Drive Fort Worth, TX 76119 Proposal Date Estimate # 3/18/2024 140 Project 202301GC - FT -Nor... Item Description Qty Cost Amount MARKUP Unit Total City of Fort Worth Northside IV 24" Water Transmission Main Phase 1B Modifications to the Transfer Valve Vault SELF PERFORMANCE 1 Materials - Piping and Appurtenances 1 38,694.17 38,694.17 38,694.17 2 Labor - Piping and Appurtenances 1 7,560.00 7,560.00 7,560.00 3 OH&P (Self Performance) 15% 1 0.00 0.00 6,938.13 6,938.13 SUBCONTRACTOR PERFORMANCE 4 Electrical & SCADA 1 3,000.00 3,000.00 3,000.00 5 Piping Coatings 1 5,600.00 5,600.00 5,600.00 6 OH&P (Subcontractor Performance) 1 0.00 0.00 430.00 430.00 5% Total $62,222.30 Fort Worth - Northside IV - Meter Vault Modifications - Detail Material Cost Changes 11 a PI h7:1: 01 [101I a N17:t* Pl If :l b11R1_1L iLK&I?- VA QTY Unit Description Unit Price Total Notes 2 EA 8" 913 FLG ADPT 8.99-9.10 913- (711.39) (1,422.78) 09050800-003 6 EA 8" FLG KIT FF 1/8" RR 304SS SS (67.20) (403.20) W/ XYLAN COATED NUT, B8 1 EA 8" FLGXFLG DIP 4'00" (1,075.00) (1,075.00) 2 EA 8X2 IP 202NS SDL 8.63-9.05 (126.28) (252.56) 2 EA 2"X6" BRASS NIPPLE (51.53) (103.06) 2 EA 2" BRASS BALL VALVE NO LEAD (60.00) (120.00) 2 EA 8X1 IP 202NS SDL 8.63-9.05 (118.48) (236.96) 1 EA 8" FLGXFLG DIP 4'06" (1,142.00) (1,142.00) 1 EA 8" FLGXFLG DIP 3'06" (1,008.00) (1,008.00) 1 EA 12X2 IP 202NS SDL 13.20-14.38 (178.35) (178.35) SUBTOTAL (5,941.91) QTY Unit Description Unit Price Total 20 FT 12" TJ DIP 65.00 1,300.00 2 EA 12" 913 FLG ADPT 13.08-13.29 1,250.00 2,500.00 913-13201200-003 6 EA 12" FLG KIT FF 1/8" RR 304SS 135.00 810.00 SS W/ XYLAN COATED NUT 1 EA 12" FLGXFLG DIP 4'06" CEMENT 2,351.00 2,351.00 LINED AND PRIMED 2 EA 12X2 IP 202NS SDL 12.00-13.20 201.00 402.00 2 EA 2"X3" BRASS NIPPLE 21.11 42.22 2 EA 2" BRASS BALL VALVE NO LEAD 88.64 177.28 2 EA 12"X8" FLG TEE 983.84 1,967.68 1 EA 12" FLGXFLG DIP 2-00" 1,271.40 1,271.40 2 EA 12" BFV 150# FLG KIT W/GSKT 150.00 300.00 304SS W/XYLAN COATED NUT 1 EA 12" FLGXFLG DIP 3-00" 1,690.00 1,690.00 2 EA 8" FLG GV O/R 23000 HW 2" 1,556.09 3,112.18 OP NUT Notes 1of2 3 EA 8" 913 FLG ADPT 8.99-9.10 913- 09050800-003 2 EA 8" FLGXPE DIP 2'00" 2 EA 8" FLG 90 1 EA 8" FLGXFLG DIP 2'00" 1 EA 8" FLGXPE DIP 1'10" 10 EA 8" FLG KIT FF 1/8" RR 304SS W/XYLAN COATED NUT 2 EA 8X1 IP 202NS SDL 8.63-9.05 2 EA 6'X4' ALUM DOOR 1 EA 24X2 IP 202NS SDL 24.30-25.90 826.00 2,478.00 561.00 1,122.00 359.36 718.72 861.00 861.00 561.00 561.00 75.00 750.00 134.00 268.00 7,675.00 15,350.00 Adder Only - 4' X 4' doors were already ordered and produced before the size changes made in Change Order 1 527.00 527.00 2 EA 12" GAL PIPE STRAP 180 DEG 200.00 400.00 3 EA 8" GAL PIPE STRAP 180 DEG 150.00 450.00 SUBTOTAL 39,409.48 TOTAL MATERIAL COST CHANGES Items Removed (Fortiline) (5,941.91) Items Added (Fortiline) 39,409.48 Valve Startup 1,400.00 Material Cost Increase on Existing Items 3,826.60 TOTAL MATERIAL COST CHANGES 38,694.17 2of2 QUOTE r-------------------------------------------------_1 FORTILINE i Due to the continued cost and supply challenges in the DUCTILE IRON PIPE, PVC and HDPE markets, the • I pricing of these products will be based solely on the availability at the time of shipment. Also, given the WATERWORKS i volatility in these markets we will not be responsible for product availability and shipment delays, as they are i out of our control. Bid prices should be considered an estimate, materials will only be priced at time of i a MORSCO brand i shipment until the current supply chain challenges are resolved. These terms are in leu of our standard terms. i We appreciate your partnership. i L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J • • • • BRANCH • • • • • 1 227752 FORTILINE FORT WORTH 116300579 11 2/10/23 1 BIG PIPE ALL BIDDERS FORT WORTH - N.SIDE IV PH. 1B VAULT 11200 SEAGOVILLE ROAD DALLAS, TX 75180 ****************************** GIVEN THE CURRENT PRICING AND SUPPLY CHAIN CHALLENGES ALL MATERIAL WILL BE PRICED AT TIME OF SHIPMENT AND THE PRICES BELOW ARE TO BE USED AS AN ESTIMATE FOR BID PURPOSES ONLY ****************************** FORTILINE INC. 1705 CYPRESS STREET HALTOM CITY, TX 76117 PHONE: 682-747-0879 FAX: 682-747-0884 JOB: NORTHSIDE IV PH.1B VAULT CITY: C/O FORT WORTH SPEC AUTHORITY: C/O FORT WORTH DOMESTIC REQ: NONE BID DUE DATE: 11/03/2022 TIME: 1:30 PM OWNER: C/O FORT WORTH ENGINEER: HALFF ADDENDA COUNT: 1 ****************************** IMPORTANT! PVC PRICES ARE FIRM FOR THE TERMS LISTED AT THE END OF THIS BID. DUE TO MARKET VOLATILITY, THE PRICING QUOTED DOES NOT GUARANTEE THE AVAILABILITY OR SHIPMENT OF PRODUCT, AND IS SUBJECT TO CHANGE AT THE TIME OF DELIVERY REQUEST. ****************************** MATERIALS QUOTE FORTILINE TAKE —OFF AL L STOCK DELIVERIES ARE SUBJECT TO SKIPPING CHARGES All PVC and HDPE materia is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC, and HDPE or 30 days for all other material. ALL quoted prices are subject to review based on current market conditions. BIDCNE W • I I • • � ! • • ! • 227752 411FORT WORTH - N.SIDE IV PH. 1B VAUL11 6300579 2/10/23 2 ITEM 45 - TRANSFER VALVE VAULT VAULT PIPING, VALVES 440 2 EA 8" 913 FLG ADPT 8.99-9.10 711.3900 1,422.78 913-09050800-003 SMB 450 6 EA 8" FLG KIT FF 1/8" RR 304SS 67.2000 403.20 SS W/ XYLAN COATED NUT, B8 470 1 EA 8" FLGXFLG DIP 4'00" 1,075.0000 1,075.00 480 2 EA 8X2 IP 202NS SDL 8.63-9.05 126.2800 252.56 490 2 EA 2"X6" BRASS NIPPLE 51.5300 103.06 500 2 EA 2" BRASS BALL VALVE NO LEAD 60.0000 120.00 510 2 EA 8X1 IP 202NS SDL 8.63-9.05 118.4800 236.96 520 1 EA 8" CLA-VAL 58-01BPSKC PRESSURE 12,500.0000 12,500.00 SUSTAINING VALVE 540 1 EA 8" FLGXFLG DIP 4'06" 1,142.0000 1,142.00 550 1 EA 8" FLGXFLG DIP 3'06" 1,008.0000 1,008.00 VALVE VAULT VENT PIPING 580 2 EA 4" FLGXPE DIP 2'06" 508.0000 1,016.00 W/ WALL COLLAR 600 4 EA 4" FLG 90 C110 142.2200 568.88 610 2 EA 4" COMP FLG C110 67.5300 135.06 620 2 EA 12" SS MESH SCREEN 44.4400 88.88 630 6 EA 4" FLG KIT FF 1/8" RR 304SS 33.4300 200.58 SS W/ XYLAN COATED NUT, B8 VAULT VAULT HATCHES, LADDER 670 2 EA 4'X4' ALUM DOOR JD-2AL 3,933.4000 7,866.80 W/ INTRUSION LIMIT SWITCHES 690 1 EA 36X36 BILCO ALUM HATCH 2,468.8400 2,468.84 W/ INTRUSION LIMIT SWITCHES 710 1 EA 12' FIXED WALL MOUNTED LADDER 2,874.5600 2,874.56 720 1 EA LADDER UP SAFETY POST 561.6000 561.60 SAMPLE STATION TAP & 316SST SERVICE LINE 760 1 EA 12X2 IP 202NS SDL 13.20-14.38 178.35 770 1 EA 2" BALL CORP MIPXFIP NO LEAD 307.75 FB1700-7-NL 780 2 EA 2" X 10' 316SST NIPPLE, TBE 478.5700 957.14 790 1 EA 2" SS COUPLING 316 33.2200 33.22 800 4 EA 2" SS 90 316 42.7800 171.12 810 1 EA 2"X12" SS NIPPLE 316 40.9600 40.96 820 1 EA 2"X48" SS NIPPLE 316 260.5100 260.51 830 1 EA 2"X1" SS TEE 316 60.5900 60.59 840 1 EA 2"X1" SS REDUCER 316 29.9900 29.99 850 2 EA 1"X12" SS NIPPLE 316 21.9700 43.94 VALVE VAULT SAMPLING STATION 880 1 EA 1" BALL VLV FIPXFIP NO LEAD 112.6400 112.64 Bll-444W-NL 890 1 EA 1"X3/4" BRASS HEX BUSH NO LEAD 7.2400 7.24 900 1 EA 3/4"X6" BRASS NIPPLE 15.6000 15.60 910 1 EA #88 SAMPLING STATION 1'0" BURY 1,164.1000 1,164.10 CHLORINE ANALYZER TAP & 316SST FITTINGS 950 1 EA 8X1 IP 202NS SDL 8.63-9.05 118.4800 118.48 960 1 EA 1" CORP STOP MIPXFIP NO LEAD 67.5200 67.52 F1700-4-NL 970 1 EA 1"X4" SS NIPPLE 316 7.3400 7.34 980 1 EA 1" SS 90 316 9.7300 9.73 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted Drices are subiect to review based on current market conditions. BIDCNE W 227752 FORT WORTH - N.SIDE IV PH. 1B VAUL 6300579 2/10/23 3 M�E=L DESCRIPTIONTOTAL 990 1 EA 1" X 10' 316SST NIPPLE, TBE 192.8600 192.86 4" SEWER FROM VAULT TO DRYWELL 1020 2 EA 1/2X24" SS NIPPLE 316 20.6600 41.32 1030 1 EA 1/2" SS 90 316 8.0300 8.03 1040 1 EA 2"X1/2" SS BUSHING REDUCER 316 22.5400 22.54 1050 1 EA 4"X2" TAPT BLIND FLG P401 C110 320.1400 320.14 1060 1 EA 4" FLGXPE DIP 4'00" P401 743.0000 743.00 1070 1 EA 4" MJ 90 P401 C153 277.7100 277.71 1080 60 FT 4" TJ DIP P401 PR350 41.0000 2,460.00 1090 1 RL 18"X200' POLYWRAP BLACK 8MIL 105.0000 105.00 1100 6 EA 2"X100' POLY TAPE 12.0000 72.00 4' OPEN BOTTOM DRYWELL 1130 1 EA MH32FTWSS-DC FORT WORTH MH R&C 539.7600 539.76 SANITARY SEWER, IMPORT 1140 1 EA 48"X2' CONE W/32" OPENING 284.0000 284.00 1150 2 EA 48"X12" MANHOLE RISER 122.0000 244.00 1160 4 FT ERTECH 2100 48" MH COATING 50.0000 200.00 1170 2 EA 4"X8" MANHOLE BOOT F/PVC 95.9400 191.88 4" PVC OVERFLOW PIPE FROM DRY WELL TO DITCH 1210 42 FT 4" SDR26 PVC HW SEWER PIPE 3.7500 157.50 1220 1 EA 4" SDR26 HW PVC 45 GXG 28.0800 28.08 Package Sub -total: 43,518.80 ****************************** NOTE: THIS QUOTE REPRESENTS OUR INTERPRETATION OF MATERIAL THAT WE MAY FURNISH FOR THIS JOB. ACCURACY OF QUANTITIES, SIZES, AND OTHER DESCRIPTIONS IS NOT GUARANTEED. ****************************** DUE TO MARKET CONDITIONS, DIPE PRICE WILL BE HELD FOR 365 DAYS FROM BID DATE AS LONG AS PIPE IS TAKEN AS RELEASED BY MANUFACTURER AND NOT DELAYED SHIPPING. ****************************** TERMS: NET 30 DAYS PRICES ARE F.O.B. JOBSITE Subtotal: 43,518.80 Tax: .00 aid Total: 43,518.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted prices are subiect to review based on current market conditions. Ent By SMJ 2/10/23 9:14:01 BIDCNE W QUOTE r-------------------------------------------------_1 FORTILINE i Due to the continued cost and supply challenges in the DUCTILE IRON PIPE, PVC and HDPE markets, the • I pricing of these products will be based solely on the availability at the time of shipment. Also, given the WATERWORKS i volatility in these markets we will not be responsible for product availability and shipment delays, as they are i out of our control. Bid prices should be considered an estimate, materials will only be priced at time of i a MORSCO brand i shipment until the current supply chain challenges are resolved. These terms are in leu of our standard terms. i We appreciate your partnership. i L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 'OMER NO QUOTING BRANCH • • • • • 9 230796 FORTILINE FORT WORTH 116421897 11 11/29/23 1 DAKE CONSTRUCTION FORT WORTH - N.SIDE IV PH. 1B VAULT THE GENCON GROUP 2200 SMITH BARRY RD STE 150 ****************************** GIVEN THE CURRENT PRICING AND SUPPLY CHAIN CHALLENGES ALL MATERIAL WILL BE PRICED AT TIME OF SHIPMENT AND THE PRICES BELOW ARE TO BE USED AS AN ESTIMATE FOR BID PURPOSES ONLY ****************************** FORTILINE INC. 1705 CYPRESS STREET HALTOM CITY, TX 76117 PHONE: 682-747-0879 FAX: 682-747-0884 JOB: NORTHSIDE IV PH.1B VAULT CITY: C/O FORT WORTH SPEC AUTHORITY: C/O FORT WORTH DOMESTIC REQ: NONE BID DUE DATE: 11/03/2022 TIME: 1:30 PM OWNER: C/O FORT WORTH ENGINEER: HALFF ADDENDA COUNT: 1 ****************************** IMPORTANT! PVC PRICES ARE FIRM FOR THE TERMS LISTED AT THE END OF THIS BID. DUE TO MARKET VOLATILITY, THE PRICING QUOTED DOES NOT GUARANTEE THE AVAILABILITY OR SHIPMENT OF PRODUCT, AND IS SUBJECT TO CHANGE AT THE TIME OF DELIVERY REQUEST. ****************************** MATERIALS QUOTE FORTILINE TAKE —OFF AL L STOCK DELIVERIES ARE SUBJECT TO SKIPPING CHARGES All PVC and HDPE materia is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC, and HDPE or 30 days for all other material. ALL quoted prices are subject to review based on current market conditions. BIDCNE W • I I • • � ! • • ! • 230796 411FORT WORTH - N.SIDE IV PH. 1B VAUL11 6421897 11/29/23 2 ITEM 45 - TRANSFER VALVE VAULT VAULT PIPING, VALVES 440 20 FT 12" TJ DIP PR350 65.0000 1,300.00 450 2 EA 12" 913 FLG ADPT 13.08-13.29 1,250.0000 2,500.00 913-13201200-003 SMB 460 6 EA 12" FLG KIT FF 1/8" RR 304SS 135.0000 810.00 SS W/ XYLAN COATED NUT, B8 480 1 EA 12" FLGXFLG DIP 4106" 2,351.0000 2,351.00 CEMENT LINED AND PRIMED 490 2 EA 12X2 IP 202NS SDL 12.00-13.20 201.0000 402.00 500 2 EA 2"X3" BRASS NIPPLE 21.1100 42.22 510 2 EA 2" BRASS BALL VALVE NO LEAD 88.6400 177.28 520 2 EA 12"X8" FLG TEE C110 983.8400 1,967.68 IP TAP IN FIELD 530 1 EA 12" FLGXFLG DIP 2100" 1,271.4000 1,271.40 560 2 EA 12" BFV 150# FLG KIT W/GSKT 150.0000 300.00 304SS W/XYLAN COATED NUT 580 1 EA 12" FLGXFLG DIP 3100" 1,690.0000 1,690.00 590 2 EA 8" FLG GV O/R 23000 HW 1,556.0900 3,112.18 2" OP NUT 610 3 EA 8" 913 FLG ADPT 8.99-9.10 826.0000 2,478.00 913-09050800-003 SMB 620 2 EA 8" FLGXPE DIP 2'00" 561.0000 1,122.00 630 2 EA 8" FLG 90 C110 359.3600 718.72 640 1 EA 8" FLGXFLG DIP 2'00" 861.0000 861.00 650 1 EA 8" FLGXPE DIP 1'10" 561.0000 561.00 660 10 EA 8" FLG KIT FF 1/8" RR 304SS 75.0000 750.00 W/XYLAN COATED NUT 680 2 EA 8X1 IP 202NS SDL 8.63-9.05 134.0000 268.00 PRESSURE TRANSMITTER ASS'Y BY OTHERS 730 1 EA 8" CLA-VAL 58-01BPSKC PRESSURE 12,500.0000 12,500.00 SUSTAINING VALVE VALVE VAULT VENT PIPING 770 2 EA 4" FLGXPE DIP 3'00" 585.0000 1,170.00 W/ WALL COLLAR 790 4 EA 4" FLG 90 C110 142.2200 568.88 800 2 EA 4" COMP FLG C110 67.5300 135.06 810 2 EA 12" SS MESH SCREEN 44.4400 88.88 820 6 EA 4" FLG KIT FF 1/8" RR 304SS 55.0000 330.00 SS W/ XYLAN COATED NUT, B8 VAULT VAULT HATCHES, LADDER 4'X4' DOORS ARE ALREADY IN FORTILINE'S INVENTORY AND ARE NC/NR. THEY WILL BE BILLED AND NOT SHIPPED UNLESS REQUESTED BY CUSTOMER OR OWNER 860 2 EA 4'X4' ALUM DOOR JD-2AL 4,200.0000 8,400.00 W/ INTRUSION LIMIT SWITCHES INCLUDE DISPOSAL FEE 1720 2 EA 6'X4' ALUM DOOR JD-2AL 7,675.0000 15,350.00 W/INTRUSION LIMIT SWITCHES 880 1 EA 36X36 BILCO ALUM HATCH 2,468.8400 2,468.84 W/ INTRUSION LIMIT SWITCHES 900 1 EA 12' FIXED WALL MOUNTED LADDER 2,874.5600 2,874.56 910 1 EA LADDER UP SAFETY POST 561.6000 561.60 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted Drices are subiect to review based on current market conditions. BIDCNE W 2_2 FORT WORTH - N.SIDE IV PH. 1B VAUL 6421897 11/29/23 3 SAMPLE STATION TAP & 316SST SERVICE LINE 950 1 EA 24X2 IP 202NS SDL 24.30-25.90 527.0000 527.00 960 1 EA 2" BALL CORP MIPXFIP NO LEAD 348.0000 348.00 FB1700-7-NL 970 2 EA 2" X 10' 316SST NIPPLE, TBE 478.5700 957.14 980 1 EA 2" SS COUPLING 316 40.0000 40.00 990 4 EA 2" SS 90 316 189.2200 756.88 1000 1 EA 2"X12" SS NIPPLE 316 99.2000 99.20 1010 1 EA 2"X48" SS NIPPLE 316 346.1500 346.15 1020 1 EA 2"X1" SS TEE 316 90.0000 90.00 1030 1 EA 2"X1" SS REDUCER 316 57.1400 57.14 1040 2 EA 1"X12" SS NIPPLE 316 78.5700 157.14 VALVE VAULT SAMPLING STATION 1070 1 EA 1" BALL VLV FIPXFIP NO LEAD 127.6800 127.68 B11-444W-NL 1080 1 EA 1"X3/4" BRASS HEX BUSH NO LEAD 7.2400 7.24 1090 1 EA 3/4"X6" BRASS NIPPLE 15.6000 15.60 1100 1 EA #88 SAMPLING STATION 2'0" BURY 1,193.4800 1,193.48 CHLORINE ANALYZER TAP & 316SST FITTINGS 1140 1 EA 8X1 IP 202NS SDL 8.63-9.05 134.0000 134.00 1150 1 EA 1" CORP STOP MIPXFIP NO LEAD 67.5200 67.52 F1700-4-NL 1160 1 EA 1"X4" SS NIPPLE 316 7.3400 7.34 1170 1 EA 1" SS 90 316 9.7300 9.73 1180 1 EA 1" X 10' 316SST NIPPLE, TBE 192.8600 192.86 4" SEWER FROM VAULT TO DRYWELL 1210 2 EA 1/2X24" SS NIPPLE 316 64.2900 128.58 1220 1 EA 1/2" SS 90 316 7.1400 7.14 1230 1 EA 2"X1/2" SS BUSHING REDUCER 316 42.8600 42.86 1240 1 EA 4"X2" TAPT BLIND FLG P401 C110 320.1400 320.14 1250 1 EA 4" FLGXPE DIP 4'00" P401 743.0000 743.00 1260 1 EA 4" MJ 90 P401 C153 277.7100 277.71 1270 60 FT 4" TJ DIP P401 PR350 60.0000 3,600.00 1280 1 RL 18"X200' POLYWRAP BLACK 8MIL 105.0000 105.00 1290 6 EA 2"X100' POLY TAPE 12.0000 72.00 4' OPEN BOTTOM DRYWELL 1320 1 EA MH32FTWSS-DC FORT WORTH MH R&C 539.7600 539.76 SANITARY SEWER, IMPORT 1330 1 EA 48"X2' CONE W/32" OPENING 438.0000 438.00 1340 2 EA 48"X12" MANHOLE RISER 163.0000 326.00 1350 4 FT ERTECH 2100 48" MH COATING 65.0000 260.00 1360 2 EA 4"X8" MANHOLE BOOT F/PVC 95.9400 191.88 1770 1 EA FREIGHT CHARGE 450.0000 450.00 4" PVC OVERFLOW PIPE FROM DRY WELL TO DITCH 1400 42 FT 4" SDR26 PVC HW SEWER PIPE 3.7500 157.50 1410 1 EA 4" SDR26 HW PVC 45 GXG 39.0000 39.00 Package Sub -total: 79,962.97 PIPE STRAPS FOR PIPE SUPPORTS 1810 2 EA 12" GAL PIPE STRAP 180 DEG 200.0000 400.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted Drices are subiect to review based on current market conditions. BIDCNE W 230796 FORT WORTH - N.SIDE IV PH. 1B VAUL 6421897 11/29/23 4 ®� •u_ DESCRIPTION UNIT PRICE TOTAL 1820 3 EA 8" GAL PIPE STRAP 180 DEG 150.0000 450.00 Package Sub -total: 850.00 Section Sub -total: 80,812.97 ****************************** NOTE: THIS QUOTE REPRESENTS OUR INTERPRETATION OF MATERIAL THAT WE MAY FURNISH FOR THIS JOB. ACCURACY OF QUANTITIES, SIZES, AND OTHER DESCRIPTIONS IS NOT GUARANTEED. ****************************** DUE TO MARKET CONDITIONS, DIPE PRICE WILL BE HELD FOR 365 DAYS FROM BID DATE AS LONG AS PIPE IS TAKEN AS RELEASED BY MANUFACTURER AND NOT DELAYED SHIPPING. ****************************** TERMS: NET 30 DAYS PRICES ARE F.O.B. JOBSITE Subtotal: 80,812.97 Tax: 6,667.31 aid Total: 87,480.28 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted Drices are subiect to review based on current market conditions. Ent By KTS 1/10/24 16:48:25 BIDCNE W From: Clint Pulliam To: slewis(d)dakeconstruction.net Cc: "Damon Lewis" Subject: RE: Valve and Actuator Contact Date: Tuesday, January 16, 2024 10:45:54 AM Attachments: imaae003.Dna imaae004.Dna imaae005.Dna imaae006.Dna imaae007.Dna imaae008.Dna imaae010.Dna imaae011.Dna imaae012.Dna imaae013.Dna imaae014.Dna Good morning, Scott. Yes sir, cost of startup for (1) trip to the site is $1400.00. If additional trips are required for circumstances out of our control. Those will be billed additional. Thanks, Clint Pulliam MUNICIPAL VALVE R F� 11171'V !v* rro.mA,,ry 4010 Billy Mitchell Dr. ADDISON, TEXAS 75001 O. 972-248-2600 C. 214-587-0417 WWW.MUNICIPALVALVE.COM 0 From: slewis@dakeconstruction.net <slewis@dakeconstruction.net> Sent: Tuesday, January 16, 2024 10:35 AM To: Clint Pulliam <ClintPulliam@municipalvalve.com> Cc: 'Damon Lewis' <d lewis@ da keconstruction. net>; 'Scott Lewis' <slewis@dakeconstruction.net> Subject: FW: Valve and Actuator Contact You don't often get email from slewisa.dakeconstruction. net. Learn why this is important This message has originated from an External Source. Please use proper judgment and caution when opening ,attachments, clicking links, or responding to this email. Good Morning, Clint: Per our verbal discussion today, please confirm that your proposed amount of $1,400.00 for valve startup assistance is correct for the valve and actuator that you are selling Fort Worth direct for the Northside IV 24-Inch Water Transmission Main Phase 1 B. Dake will be responsible for valve installation, electrical and SCADA connections, as required. Thanks, in advance, for your efforts and consideration. Scott Lewis President ra.si _DAKE 2200 Smith Barry Road, Suite 150 Pantego, TX 76013 Office: 817-303-7111 Cell: 817-266-5222 Email: slewisaa dakeconstruction.net From: dannvm(@iacksontx.net <dannvm(@iacksontx.net> Sent: Tuesday, January 9, 2024 2:50 PM To: Scott Lewis (slewis(@dakeconstruction.net) <slewis(@dakeconstruction.net> Subject: FW: Valve and Actuator Contact Danny McCutchen Project Manager/ Estimator Jackson Construction. Ltd. Phone: 817-572-3303 Email: dan nvm(a) iacksontx. net 5112 Sun Valley Drive Fort Worth, TX 76119 www.lacksontx.net From: Abbe, Suzanne <Suzanne.Abbe(@fortworthtexas.:3ov> Sent: Tuesday, January 9, 2024 1:48 PM To: dannvm(@iacksontx.net Subject: Valve and Actuator Contact Here is a contact for the folks that will supply the actuator and valve. Clint Pulliam ,wzI41; MUNICIPAL VALVE P. r(tJjpj�+Fwt rcuvnHv 4010 Billy Mitchell Dr. ADDISON, TEXAS 7SO01 O. 972-248-2600 C. 214-S87-0417 WWW.MUNICIPALVALVE.COM Get Outlook for iOS WHECO C 0 N T R 0 L 5 December 27, 2023 Dake Construction 2200 Smith Barry Road, Suite 150 Pantego, TX 76013 Re: Northside IV 24-Inch Water Transmission Main Phase 1B PCM No: 01 Dear Scott: Based on the PCM No: 01, Modifications to the Transfer Vault dated 10/31/23, WHECO submits the following for consideration and approval including items listed in response to 170#2 dated August 28, 2023. Materials and Equipment to be furnished: • Conduit and conductor modifications, deletions and additions to accommodate changes • Cl2 enclosure with heat and insulation • Siemens 8000 series flow meter • Prominent CL2 analyzer in lieu of ATI CL2 analyzer • Modified ground grid to reflect amended sheet E-04 • Provide Laird yagi antenna Technical services shall include the following: • Submittals changed flow meter, revised CD drawings for proposed changes • Installation of the conduit listed above, revisions to valve control logic • Installation and termination of the conductors listed above • Programming of additional DI Card for RTU • Physical installation of materials/equipment furnished by WHECO • Project management, estimating Not Included in this proposal. • Control Valve (VLV-130) provided by others • Installation of VLV-130 provided by others • Sunshields are excluded on ventilated traffic & CL2 enclosures and deducted from cost change • AC/Heat have been excluded on ventilated traffic & CL2 enclosures and deducted from cost change • Final site grading, seeding or disturbed areas • Any equipment or service not specifically listed above • Taxes or bonding cost if applicable Delivery is estimated at 6-8 weeks after receipt of order, some items may have a longer delivery. Invoicing to be progressive and to include payment for equipment properly stored, subject to specify retain age. Payment to be due in five (5) days following receipt of same by the contractor from owner or within thirty (30) days from invoice date: whichever occurs first. This quote is valid for thirty (30) days with letter of intent to award within fifteen (15) days. Please feel free to call me if you have any questions. Sincerely; Kent Meyerhoeffer President WHECO Electric, Inc. 8501 Jacksboro Hwy. Fort Worth, TX 76135 1 (817) 244-6660 1 FAx (817) 560-3263 1 whecocontrols.com WHECO Electric, Inc. State of Texas Electrical Contractor License #17595 1 Texas Private Security Bureau Security Provider License # B13595 TO OWNER: City of Fort Worth PROJECT: Emergency Repair Services 200 Texas St Fort Worth, TX 76102 FROM CONTRACTOR: Jackson Construction, Ltd INVOICE NO: 5112 Sun Valley Drive Fort Worth, TX 76119 PERIOD FROM TO: 02/27/2024 - 03105/2024 CSC NO PO NO CONTRACTOR'SAPPLICATK)N FOR PAYMENT Application is made for payment, as shown below, in connection with the Emergency Repair Services contract 1. ORIGINAL CONTRACT SUM (GMP) $59,187.38 2. NET CHANGE ORDERS (Excludes C0#1 if it sets GMP) $0.00 3. CONTRACT SUM TO DATE (Line 1+2) $59,187.38 4. TOTAL WORK COMPLETED TO DATE 5. RETAINAGE: a. %of Complete Work $0.00 b. % of Stored Material $0.00 Total Retainage (Line 5a + 5b) 6. TOTAL EARNED LESS RETAINAGE (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE CHANGE ORDER SUMMARY Total changes approved in previous months by Owner Total approved this Month NET CHANGES BY Change Order ADDITIONS TOTALS1 1$0.00 Page 1 of 1 $59,187.38 $0.00 $59,187.38 $0.00 $59,187.38 DEDUCTIONS JACKSON CONSTRUCTION LTD. Force Account Daily Time and Material County Tarrant Project Emergency Repair Description of Work: expose &grout 60"main Date: 25-Mar-24 City Fort Worth Highway N/A EQUIPMENT Labor Description Hrs Rate Amount Hours Rate Amount �:.�.� a..�,,,_n� m Reg. O.T.Reg. O.T. � Caterpillar 330 Trackhoe 54.50 $ 158.17 $ 8,620.27 (1) Foreman 49.00 $ 52.50 $ $ 2,572.50 6' x 8' Trench Box 54.50 $ 10.82 $ 589.69 (1) Excavator Operator 1(3) 45.50 9.00, $ 23.00 $ 34.50 $ 1,357.00 Tx 6' Trench Box 54.50 $ 8.72 $ 475.24 Pipelayer 118.50 28.50 $ 21.00 tl $ 31.50 $ 3,386.25 Street Plates 109.00 $ 3.26 $ _355.34 (2) Pipelayer Helper W 88.50 18.00 $ 18.00 $ 27.00 $ 2,079.00 1 Ton Pickup 54.50 $ 21.08 $ 1,148.86 $ - $ - $ $ $ $ $ $ Sub -Total $ 11,18940 Sub -Total $ 9,394.75 15%g $ 1,678.41 55% $ 5,167.11 Total Equipment:` $ 12,867.81 0, 15% $ Total Labor: $ 1,409.21 15,971.07 Description Sack Grout owable Fill iscellaneous Supply Material Quantity } UOM 81.00 I Cy $ 154.75 $ 12,534.75 ;Central Concrete Pump Truck 64.00 ' Cy $ 146.16 $ 9,354.24 Central Concrete Pump Charge _ _ 1.00 Ls $1,384.93 $ 1,384.93 'American Rehab & Inspection (Vactor Truck) $ I Sub -Total $ 23,273.12 15% $ 3,49109 Total Material: $ 26,765 01 Rate Amount Approved: Steve Haberstroh Date 03/25/24 JACKSON CONSTRUCTION LTD. Date Subcontract Quantity UOM Rate Amount 7.75 Hr $ 200.010 $ 1,550.08 52.00 Cy� $ 3.000 $ 156.00 6.00 HR $ 235.000 $ 1,410.00 I JACKSON CONSTRUCTION JOB # 3319 JTotal This Sheet Total per Each Sub -Total $ 3,116.08 15% $ 467.41 Total Subcontract: $ 3,583.49 um mart' 12,867.81 $ 26,765.011 $ 3,583.49 , $ 59187.38 $ 59,187.381 i 3/29/2024 9:25 AM �� m�� `~ ��~w REMIT TO: Oov�'own Redi Mix, Inc. —��— p�O�Bux16�327 Dispatch~~ (817)750-2509 nemMIX CONCRETE Fort Worth, TX781G1 (817)759'1910 Fax: (817)281-OU43 Invoice �£ ��u1��y1 .�y��|�� °-,��= BILL TO: SHIP TO: BROOKSiDEDR��BARBARA Jackson Construction, �d. ' 5112Sun Valley Drive RD FORT WORTH Fort Worth, TX ' TX DATE SHIPPED, MIX -CODE ''DESCRIPTION U/M UNIT PRICE,' EXTENDED 36 3 6USack Grout 28%FA./NRWR ouyd 160.00 5760.00T 4 805 Environmental Fee 20.00 80.0DT 4 918 Fuel Surcharge 20.00 80.00T Order21S.Tickats 493984.493990.493898.494001 Am $6,920.00 Sales Tax $0.00 Invoice Total $5,920.00 Payments Applied 1 $0.00 Balance Due | $5.920,00 PLANT 01 ORDER# 215 CUSTOMER# JACKSON ra.Tel 0; 14 A 0 ill TICKET DATE #494001 Mar 04, 2024 TRUCK DRIVER TICKETED: 11:41:03 1022 TYTURNER LOADING: 11:49:23 TO JOB: 12:02:23 PO# JOB# ON JOB: 12:18:39 POURING: 12:26:23 TO PLANT: 13:23:53 PROJECT# PROJECT NAME AT PLANT: 13:47:39 SOLD TO: JACKSON CONSTRUCTION, LTD. NOTES DELIVERTO: BROOKSIDE DR@ BARBARA RD FORT WORTH TX QTY UNIT DESCRIPTION 9 cy 6.0 Sack Grout 28%FA, MRWR SUB TOTAL: TAX: TOTAL: PREVIOUS BALANCE MOO GRAND TOTAL MOO MAX WATER ALLOWED: 560.00 gi WATER ADDED ALLOWED ON SITE: 1 7.S5 gl [AT PLANT] W/C RATIO: 0.56 WATER ADDED: 0.00 gi TEMPER WATER: 0.00 gI TOTAL AGGR WATER: 164.45 gi BATCHED WATER: 178.00 gi LOAD TIME: 11:43:12 [ON SITE] W/C RATIO: O,56 WATER ADDED: 0.00 gi TARGET ACTUAL % VAR % MOISTURE Sandl 1.9278 LB 19320 LB 0,22% 5% (920.00) ManSand 9422 LB 9500 LB 0.83% 5% (452.38) Cement 3636 LB 3625 LB -0.30% Fly Ash 1440 LB 1440 LB 0.00% Sika Plastiment 0 0z 0 07 0.00% Sika 686 254 OZ 252 OZ -O.79% Water 178 GL 178 GL 0.00% TICKET DATE #493998 Mar 04,2024 PLANT TRUCK DRIVER TICKETED: 11:27:28 01 1089 JOSE SUAREZ LOADING: 11:33:23 TO JOB: 11:42:30 ORDER# PO# JOB# ON JOB: 11:59:01 215 POURING: 12:02:37 WASHING: 12:32:26 CUSTOMER# PROJECT# PROJECT NAME TO PLANT: 12:36:47 JACKSON AT PLANT: 12:52:31 SOLD TO: JACKSON CONSTRUCTION, LTD. NOTES DELIVER To: BROOKSIDE DR @ BARBARA RD FORT WORTH TX PRODUCT NO. QTY UNIT DESCRIPTION UNIT PRICE AMOUNT 3 9 Cy 6.0 Sack Grout 28%FA, MRWR SUB TOTAL: TAX: TOTAL: PREVIOUS BALANCE $0.00 ORDER GRAND TOTAL $0.00 ORDERED: 36.00 DELIVERED: 27.00 SLUMP: 7.00 SIGNED BY: Pump MAX WATER ALLOWED: 360.00 gl WATER ADDED ALLOWED ON SITE: -31 .53 gi [AT PLANT] W/C RATIO: 0.56 WATER ADDED: 0.00 gi TEMPER WATER: 0.00 gi TOTAL AGGR WATER: 163.53 gl BATCHED WATER: 178.00 gl LOAD TIME: 11:27:52 [ON SITE] W/C RATIO: 0.64 WATER ADDED: .50.00 gi (50.00) DISCHARGE TIME: 12:32:26 TARGET ACTUAL % VAR % MOISTURE Sandl 19278 LB 1.9320 LB 0,22% 5% (920,00) ManSand 9422 LS 9340 LB -0,87% 5% (444.76) Cement 3636 1-13 3620 L.B -0,44% Fly Ash 1440 L.8 1455 LB 1. 04% Sika Plastiment 0 0z 0 0z 0.00% Sika 686 254 OZ 252 OZ -0.79% Water 178 GL 178 GL 0,00% IWODIS REDI MIX CONCRETE CAUTION 'UNLOAOING May cause eye or skin injury. Contains Portland cement. Freshly mixed Drivers are prohibited from delivering concrete except under t'h' cement, mortar, concrete or grout may cause skin injury. truck's own power, and where site conditions permit the safe an TAKE THESE PRECAUTIONS: proper operation of his equipment. Drivers are not permitted to ad 1. Avoid all contact with eyes. water to the mix to exceed the maximum slump nor to go beyon 2. Wear rubber boots and gloves, and avoid prolonged contact directly the curb line, except upon the authorization of the customer and hi with skin or through porous materials. acceptance of risk for any loss or damage. 3. In case of contact with skin or eyes, FLUSH THOROUGHLY WITH WATER. RETURNED CHECK FEE.- $25.00 4. If irritation persists, get medical attention promptly. 5. Keep children away. Water Added: Gallons Customer's representativ GUI J P 0. JOB NUMBER f 2' SO DTi� DEUVEST OUANTfTY CIUANTITY OUAN`nTY PRODUCT IPRODUCT 'UNIT OF THIS LOAD ORDEREO DELIVERED CODE DESCRIPTION, WASURE PRICE, lr, JI J TRUCK PLANT SLUMP DRIVER USE OF CONCRETE LOADING TIME I ARRIVE JOB I START UNLOADING FINISH UNLOADING LEAVE JOB DELIVERY INSTRUCTIONS,: - SPECIAL INSTRUCTIONS $US TOTAL' A Sales Tax # ## Invoice Total $2,700.00 Payments Applied :1 i1 Balance Due ## ## F. DISPATCH' 8 -75 17k arm REDI MIX CONCRETE May cause eye or skin injury. Contains Portland cement. Freshly mixed cement, mortar, concrete or grout may cause skin injury. TAKE THESE PRECAUTIONS: 1. Avoid all contact with eyes. 2. Wear rubber boots and gloves, and avoid prolonged contact directly with skin or through porous materials. 3. In case of contact with skin or eyes, FLUSH THOROUGHLY WITH WATER. 4. If irritation persists, get medical attention promptly. 5. Keep children away. Water Added: CU$TPMERICJ __ ORDER, RO # "C7 QUANTITY QUAWITY QUANITrY PRODUCT THIS LOAD ORDERED DELIVERED CODE TRUCK PLANT LOADING T ME DELIVERY INSTRUCTIONS SPECIAL INSTRUCTIONS IONS SLUMP DRIVER PRODUCT DESCRIPTION 'A USE OF CONCRETE J ARRIVE JOB START UNLOADING � FINISH UNLOADING 7 %a Drivers are prohibited from delivering concrete except under th truck's own power, and where site conditions permit the safe an proper operation of his equipment. Drivers are not permitted to ad water to the mix to exceed the maximum slump nor to go beyon the curb line, except upon the authorization of the customer and h acceptance of risk for any loss or damage. RETURNED CHECK FEE. $25.00 Gallons Customer's representathi UNIFTOF UNIT EXTENDED MEASURE PRICE PRICE SUB TOTAL LEAVE JOB TAX TOTAL DISPATCH 817--� REDI MIX CONCRETE May cause eye or skin injury. Contains Portland cement. Freshly mixed cement, mortar, concrete or grout may cause skin injury. TAKE THESE PRECAUTIONS: 1. Avoid all contact with eyes. 2. Wear rubber boots and gloves, and avoid prolonged contact directly with skin or through porous materials. 3. In case of contact with skin or eyes, FLUSH THOROUGHLY WITH WATER, 4. If irritation persists, get medical attention promptly. 5. Keep children away. CUST x oho ER,# PO. # SOL O 1DT_ Drivers are prohibited from delivering concrete except under th( truck's own power, and where site conditions permit the safe an( proper operation of his equipment. Drivers are not permitted to ack water to the mix to exceed the maximum slump nor to go beyon( the curb line, except upon the authorization of the customer and hi, acceptance of risk for any loss or damage. RETURNED CHECK FEE: $25.00 Water Added: Gallons OUAN'nTY CWNTITY QUAWITY PRODUCT THIS LOAD ORDERED DELIVERED CODE Customer's representative 408 NUMBER I IX AL DAT4_ DELIVER TO, PRODUCT UNIT OF UNIT EXTENDED DESCRIPTION WASURE PRICE PRIM BILL TO: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, TX 76119 REMIT TO: CowTown Redi Mix, Inc. P.O.Box 162327 Dispatch Fort Worth, TX 76161 (817) 759-2599 (817) 759-1919 Fax: (817) 281-0043 V Invoice # 334271 �Smioto: BRO SIDE DR @ BARBARA RD -FORT WORTH TX 27 3 6.0 Sack Grout 28%FA, MRWR 27 eto. Tick .4! 49378 493860,493829 Job#- cu yd 145.00 3,915.00T ICL-.7-0 2)7 _am fl6w-� coomwTo W, DISPATCH 817-759-2599 REDI MIX NCRETE May cause eye or skin injury, Contains Portland cement, Freshly mixed Drivers are prohibited from delivering concrete except under the cement, mortar, concrete or grout may cause skin injury. trucks own power, and where site conditions permit the safe anc TAKE THESE PRECAUTIONS: proper operation of his equipment. Drivers are not permitted to adc 1. Avoid all contact with eyes. water to the mix to exceed the maximum slump nor to go beyonc 2. Wear rubber boots and gloves, and avoid prolonged contact directly the curb line, except upon the authorization of the customer and hi: with skin or through porous materials, acceptance of risk for any loss or damage. I In case of contact with skin or eyes, FLUSH THOROUGHLY WITH WATER. RETURNED CHECK FEE; $25.00 4. If irritation persists, get medical attention promptly. 5. Keep children away. Water Added: Gallons 1� RO, 0 NUMWR DELIVER TO QUWTITY QV04T ITY OUANTITY 'PRODUCT f"PR THIS LW DELIVERED CODE _71 V7,1 TRUCK PLANT LOADING TIME DELIVERY INSTRUCTIONS SPECIAL INSTRUCTIONS SLUMP DRIVER USE OF CONCRETE f ARRIVE JOB I START UNLOADING I FINISH UNLOADING LEAVE JOB Customer's representativE T J "P �KA "A 4 -�T TICKET DATE #493781 Mar 01, 2024 PLANT 01 ORDER# 266 CUSTOMER# JACKSON TRUCK Pi PO* Wff#Ttq—n 111,41TI JOB# PROJECT NAME TICKETED: 07:04:00 LOADING: 07:14:40 SOLDTO: JACKSON CONSTRUCTION, LTD. -PPU DELIVER TO: BROOKSIDE DR@ BARBARA RD FORT WORTH TX PRODUCT NO. QTY UNIT DESCRIPTION UNIT PRICE AMOUNT 3 9 Cy 6.0 Sack Grout 28%FA, MRWR SUB TOTAL: TAX: TOTAL: PREVIOUS BALANCE $0.00 ORDER GRAND TOTAL $0.00 ORDERED- 50.00 DELIVEREM 9.00 SLUMP: 7.00 MAX WATER ALLOWED. 360.00 gi WATER ADDED ALLOWED ON SITE: 10.04 gi [AT PLANT] W/CRATIO: O.58 WATER ADDED: 0.00 gi TEMPER WATER: 0.00 gi TOTAL AGGR WATER: 162.96 gi BATCHED WATER: 187.00 gI LOAD TIME: 07:08:08 [ON SITE] W/CRATIO: O.58 WATER ADDED: 0.00 gi TARGET ACTUAL % VAR % 1401STURE Sandl 19278 LB 19180 LB -0.51% 5% (913.33) ManSand 9422 LEI 9380 LB -0.45% 5% (446.67) Cement 3636 LB 3620 LB -044% fly Ash 1440 LB 1445 LB 0.35% Sika Plastiment 0 0z G 02 G.OG% Sika 686 254 OZ 254 OZ G.OG% Water 187 GL 187 GL G.GO% —.go —1kay To REDS MIX CONCRETE v A CAUTION May cause eye or skin injury. Contains Portland cement. Freshly mixed Drivers are prohibited from delivering concrete except under the cement, mortar, concrete or grout may cause skin injury. truck's own power, and where site conditions permit the safe and TAKE THESE PRECAUTIONS: proper operation of his equipment. Drivers are not permitted to add 1. Avoid all contact with eyes. water to the mix to exceed the maximum slump nor to go beyond 2. Wear rubber boots and gloves, and avoid prolonged contact directly the curb line, except upon the authorization of the customer and his with skin or through porous materials. acceptance of risk for any loss or damage. 3. In case of contact with skin or eyes, FLUSH THOROUGHLY WITH WATER. RETURNED CHECK FEE: $26.00 4. If irritation persists, get medical attention promptly. 5. Keep children away. Water Added: Gallons Customer's representative CU P-01 # �3 4 SOLD 'Jo DELIVER QUANTITY QUANTITY QUANTITY JPROIDUCT` PRODUCT fVNITUNIT 0 DELIVERED CODE TESL ORDERED V, 7 TRUCK PLANT LOADING T ME DELIVERY INSTRUCTIONS SPECIAL INSTRUCTIONS SLUMP DRIVER USE OF CONCRETE ARRIVE JOB I START UNLOADING I FINISH UNLOADING W, LEAVE JOB J J i 17 2,1 Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Signature Suzanne Abbe Name of Employee Senior Engineer, Capital Project Delivery Title ATTEST: b � Jannette Goodall City Secretary OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX