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Resolution - 2016-R0008 - Archer Western Contractors - 01_14_2016
Resolution No. 2016-R0008 Item No. 6.11 January 14, 2016 11644RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 1 to that certain Contract No. 11644 by and between the City of Lubbock and Archer Western Contractors, LTD, for SEWRP Solids Handling Improvements Project, per Bid #14-11644-TF, and related documents. Said Change Order No. 1 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on January 14, 2016 "ERTSON MAYOR ATTEST: Reb te ca Garza, City Secretary OVED AS TO,C,ONTENT: Wood FranWin, P.E., Director of Public Works APPROVED AS TO FORM: r Amy L. s, Depu ttomey RES.ChgOrd#],Contract-] 1644 Archer Western Contractors, LTD 12.9.15 CITY OF LUBBOCK CHANGE ORDER Change Order #: 1 Contractor: Archer Western Contractors, LTD Date: November 23, 2015 BID/ITB/RFP #: RFP #14-11644-TF Contract #: * �, 't4 Project Name: SEWRP Solids Handling Improvements Project "Change Order" means a written order to a Contractor executed by the Owner in accordance with the contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the contract documents, or an adjustment to the compensation payable to Contractor, or to the time for performance of the contract and completion of the Project, or a combination thereof, which does not alter the nature of the thing to be constructed and is an integral part of the project objective All work that alters the nature of the thin to o be constructed or that is not an integral pgg of the project objective must be let out for public bid. Description of change (alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the specifications and drawings of the project (attach additional pages hf necessary): Per attached backup material this Change Order # I includes the following items: Item 1) Increase Depth of 24" Centrate Line at a cost of $46,975. Item 2) Sludge Holding Tank 6 and 7 - Change to Membrane Covers at a credit of $239,376. Item 3) NPW Isolation Valves at a cost of $1,590. Item 4) Digested Sludge Pump Station - Temporary Sludge Piping at a cost of $10,470. Item 5) Tank 7 Temporary Overflow Bypass Time and Materials (Requested by City) at a cost of $9,727. Item 6) Changing Tank 6 and 7 Sludge Feed Line from 8" Glass -lined DIP to 8" PVC C900 at a cost of $3,458. Item 7) Relocation of FRP Manhole and Extension of 10" Supernatant Line at a cost of $23,767. Item 8) Digested Sludge Pump Station Pilasters at a cost of $5,369. Item 9) Roof Drain Material Change at a credit of $41,458, Item 10) Sludge Holding Tanks 6 and 7 Overflow Piping Improvements at a cost of $330,296 and 20 additional days. Item 11) Nerw roof on Solids Handling Building at a cost of $61,235. Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs, including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. Where certain unit prices are contained in the initial contract, no deviations are allowed in computing negotiated change order costs. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $33,556,000.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required ifoverS15,000 $212,053.00 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): 0.63% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $0.00 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $212,053.00 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (EIA):15Y. Maximum 0.63% G. NEW CONTRACT AMOUNT (A+E): $33,768,053.00 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. ?111'Xr11Z /ZA` !4 1 I/23/15 (1) C NTRACTOR Elie (2) PROJECT ARCHITECTIENGINEER Date Approved as to Content: Approved as to Form: f /2 N • ,r,,f `5 WNER'S RE ES T ate (4 T -Dat AL 771&s tar (5) CAPITAL FROJECTS MANAGER D t (6) PURCHASING AND D TRACT MANAGER Date Change Orders over S25,000 require a Contract Cover Sheet and the following signatures. CITY OF LUBBOC' A ES . (7) MAYOR Date (8) CITY�5CRETARY Dat Council Date:Jjt Ufa 14, 2016 Agenda Item #: 6 11 Resolution Q() j 6_R 0()()R PWC-045 (Rev 01/08) PCM#1 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 2 Depthening of Centrate Line Submitted : Type: Submit quotation for perfornSm*oii To: Contract: 92249 Contractor: Archer Western Contractors ISO Currency Code: USD Revision Date: Purchase Order: RFP 14-11644-TF Status: Priority: Pending On User: Pending On Org: Created By: Archer Western Contractors, Jason Buoy Created: 08/07/2014 Change Date: 07/31/2014 Schedule ID: Not to Exceed $: 46,975.00 Set: Bid Item 01 Approved Thru Last: 0.00 Amount Added: 0.00 New Approved Amount: 0.00 Current Contract Duration: 1,186 Days Added: 0 New Contract Duration: 1,186 Budget : Funding: Cost Item: 10/20/2014 Carollo,Gary Wheelwrig ht, Jason Anderson,Lynene Voelker Pending Medium Jason Anderson, Gary Wheelwright, Lynene Voelker Carollo PCM Description and Justification: The purpose of this PCM is to be reimbursed for additional material, labor, and equipment time to install the 20" centrate line at a deeper elevation than that shown in the contract documents due to unforeseen obstacles that will not allow the line to be installed as shown. The line will be starting approximately at station 12+00 until it is T to 3.5' deeper at the manhole located at Sta 12+84.81 and will follow a constant slope to station 18+24.26. Also includes for additional fittings needed towards the end of the line to miss existing lines. eadoc PCM#1 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 2 of 2 Files PCM 01.pdf 640.51 KB eadoc Proposed Contract Modification #1 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: Consultant Project No.: Carollo Engineers Contractor: lArcher Western Construction Date: Attention The following change in the contract on this project is proposed • Work sholl not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project _J Owner _J Engineer J Contractor October 20, 2014 A for lowering the 20" centrate line by approximately 3.5 feet starting at approximate station 12+50.00 in order to miss existing utilities as an :)reseen condition. The line will travel from this station at a constant slope to the connection at station 18+24.26. Also includes for additional ngs needed towards the end of the line to miss existing lines. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: J Add J Deduct J Not Change Comments: $46,975 Jason Buoy -" LLr,.P. I�a�a. m�i•�Mo1r W Ygiw P>a.M1 P•115 WIt• 1P1�.IP.IP IRll:1� � W GENERAL CONTRACTOR 10/20/2014 DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 Description Qty I Unit I Unit/Price I Labor I Material I Equipment I Subcontractor Totals orator- cavator(lower pipeapproximately 1.2 2. 1,2 orator -Loader lover i a roximatel T 22.00 1,2 2,00 1,232.DO Labor rew lower a roximatel 3' 17.00 2,8 .DO 2,a .00 Labor rew install additional fittings) M200 1 .00 12.00 612.00 Mechanical u enntendent 50.00 2, .00 2,800.00 TotalLabor MATEML amter Manhole 4' Riser Section w/ deliveryfee 1.00 EA 2,008.25 2.W8.25 2.008.25 20" - PV 45 d ree gasket fitting 2.00 EA 1,250.00 2-.5 00 2,500.00 owa e i 4, 4, Additional 20" 1 M RFittin s 4 -45's 401 lined 4.00 EA 953. 9 3,814.36 3,814.36 Additional2 "M al s 8.00 EA 41 .53 3,324.24 3.324.24 Additional 16"Fittings +delive 1.00 LT-- ,188. 4,1a8.55 4,188.5 Eutuipmili Excavator 1.00 VNc 2,400.00 2 400.00 2,400.00 Loader 1.00 Wk 900.00 900 00 900.00 Trench heiltl 1,00 Wk 500,00 50000 uu SUBCONTRACT u a . DO 4 Labor Burden Q 58% of Labor Small Tools C 10% of Labor Subcontractor Profit ® 5% ,064. ,064.56 0 00 0.00 OHBP ® 15% Subsistence (Out of Town Costs C@ $3.001l Insurance and Bond Q3% Subtotal: page 2 INVOICE FORTUNE , WATERWORKS 7026 Northw{nds Dr. NW Concord, NC 28027 AMU x' xY14 Payment Inquiries 704-788.9800 SOLD TO 49551 MB OA35 E0278 10490 D10SWO1497 P2119393 0005:0005 JillI��I�I�II{III{i�ll���l���ll��l��{I�I11��1'll�ll'�IIII�II�I��' ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DR IRVING TX 75038-241D INVOICE NUMBER: 3281903 BILL OF LADING: INVOICE DATE: 81071`14 DUE DATE: 9119114 Please Remlt Payment To; FORTILINE, INC PO BOX 538388 ATLANTA, GA 30353-8388 "rehouse: FORTIUNE TULSA 5227 WEST 81ST ST. SOUTH TULSA, OK 74131 SHIP TO Telephone: 91"5-0005 ARCHER WESTERN CONSTRUCTION 3003 GUAVA ST LUBBOCK, TX 79457 038 . _ 32438,17.. 3Z81 o03, „ _ filrMt 208808 NET 30 DAYS 21401GP23 SEWRP SOLIDS SEWRP LOS 91iW14 81071`14 X,V RISER I EA RK ADDED BY JASON I 1 I 1 0 LINE # 36039 I` NO RETURNS ACCEPTED WITHOUT PRIOR AUTHORIZATION. AUTHORIZED RETURNS ARE IS TO RE370CKIN0 FEES. SPECIAL ORDER ITEMS ARE NOT RETURNABLE. ALL CLAIMS MUST BE FILED WITH THE CARRIER ALL SALES ARE SUBJECT TO THE TERMS AND CONDITIONS OF SALE PRINTED ON THIS PAGE AND THE BACK OF PACE ONE. 0005:0005 Page 1 of 1 INVOICE FORTUNE WATERWORKS 7025 Northwinds Dr. NW Concord, NC 26027 Payment Inquiries 704-7B8-9800 Aub SOLD TO 48561MBOA35 E0276 10487 01050M1404 P2118393 0002:0005 (i�ll��l�l(I1111�11�11�((I((�II��1��11(III((I'II(II'(IIII�II(I��' MARCHER WESTERN CONSTRUCTION 1411 GREENWAY DR IRVING TX 75038-2410 INVOICE NUMBER: 3270916 BILL OF LADING: ESTES INVOICE DATE: 810H4 DUE DATE: 9119114 Please Remit Payment To: FORTILINE, INC PO BOX 538368 ATLANTA, GA 30353.8388 Warehouse: FORTILINE TULSA 8227 WEST B1ST ST. SOUTH TULSA, OK 74131 SHIP TO Tole -hone; 916-445.0005 ARCHER WESTERN CONSTRUCTION 3603 GUAVA ST LUBBOCK, TX 79457 030 . - 3233617 3270916 DUect 200008 NET 30 DAYS 21401BP23 SEW" SOLIDS SEWRP LCB 2119114 8/13/14 PG02075967 20" GXG DR26 46 BEND EA 1 1 0 1175.000 1,176.00 C/O LINE # 36635 (6514-2002) MARK ADDED BY JASON 1 1 T5.00 .00 NO RETURNS ACCEPTFD WITHOUT PRIOR AUTHORIZATION. AUTHORIZED RETURNS ARE SUBJECT TO RESTOCKING FEES, $132$0$0.0 SPECIAL ORDER ITEMS ARE NOT RETURNABLE, ALL CLAIMS MUST BE FILED WITH THE CARRIER. ALL SALES ARE SUBJECT TO THE TERMS AND CONDITIONS OF SALE PRINTED ON THIS PAGE AND THE BACK OF PAGE ONE. $0.00 $1,307.08 000240005 Page 1 of 1 FORTUNE , WATERWORKS 7025 Northwinds Dr. NW Concord, NC 28027 Payment Inquiries 704-788-9800 INVOICE INVOICE NUMBER: 3282398 BILL OF LADING: 15011051 INVOICE DATE: 8121114 DUE DATE: 9128114 Please Remit Payment To: FORTILINE, INC PO BOX 538388 ATLANTA, GA 30353-8388 Pik::' -90 29H SOLD TO 27691MROA35 1002OX10040 D1005414828 P2134003 0001:00M IIIIIIIII°IIIIII1--IIIIIII..IIIIIIIIIIIIIIII' 1011' ll'll1iII4 ' ARCHER WESTERN CONSTRUCTION s 1411 GREENWAY DR IRVING TX 76038-2410 Warehouse: FORTILINE TULSA 8227 WEST 81ST ST. SOUTH TULSA, OK 74131 SHIPTO Telephone:918-445-0005 ARCHER WESTERN CONSTRUCTION 3603 GUAVA ST ATTN: JASON BUOY 817-538.0081 LUBBOCK, TX 79457 1 036 1 3233917 1 3282398 1 Dtrect 1 206608 1 NI:T 30 DAYS 21401 OP23 ADD I SEWRP SOLIDS MJ 45 P401 C153 31 LINED/BIT 2K ADDED BY CURTIS SEWRP I LCB 1 9/28114 8121114 EA 4 41 0 1 9-5y-59001 3 NO RETURNS ACCEPTED WITHOUT PRIOR AUTHORIZATION. AUTHORIZED RETURNS ARE SUBJECT TO RESTOCKING FEES. SPECIAL ORDER ITEMS ARE NOT RETURNABLE. ALL CLAIMS MUST BE FILED WITH THE CARRIER. ALL SALES ARE SUBJECT TO THE TERMS AND CONDITIONS OF SALE PRINTED ON THIS PAGE AND THE BACK OF PAGE ONE. 0001:0005 Page 1 of 1 INVOICE FORTUNE WATERWORKS 7025 Northwinds Dr. NW Concord, NC 28027 �:;�•� • • ` Payment Inquiries 704.788-9800 SOLD TO 43771 MB OA35 E0402 10402 01080638714 P2126748 0003:0005 r1r116'1111'1loll 111I11111111111111lllnilJill ll'lth111111'll'1 ' ARCHER WESTERN CONSTRUCTION ` 1411 GREENWAY DR IRVING TX 75038-2410 036 1 3233917 1 3282831 21401OP23 SEWRP SOLIDS ;K ADDED BY CURTIS IGHT FOR HOT SHOT SERVICE LINE # 36658 INVOICE NUMBER: 3282631 BILL OF LADING: 099150 INVOICE DATE: 8i20i14 DUE DATE: 9124114 Please Remit Payment To: FORTILINE, INC PO BOX 538388 ATLANTA, GA 30353-0388 Warehouse: FORTILINE TULSA 8227 WEST 81ST ST. SOUTH TULSA, OK 74131 SHIP TO Telephone: 918.445-0005 ARCHER WESTERN CONSTRUCTION 3603 GUAVA ST ATTN: JASON BUOY 817-538-0081 LUBBOCK, TX 79467 DIreot 20Be0B SE:WRP LC8 SQ4114 EA 8 8 0 265 EA 1 1 0 1200 NO RETURNS ACCEPTED WITHOUT PRIOR AUTHORIZATION. AUTHORIZED RETURNS ARE SUBJECT TO RESTOCKING FEES. SPECIAL ORDER ITEMS ARE NOT RETURNABLE. ALL CLAIMS MUST BE FILED WITH THE CARRIER. ALL SALES ARE SUBJECT TO THE TERMS AND CONDITIONS OF SALE PRINTED ON THIS PAGE AND THE BACK OF PAGE ONE. T 30 DAYS 8120114 2,12 1,200, 0003:9005 Page 1 of 1 INVOICE FORTUNE , WATERWORKS 7025 Northwinds Dr. NW Concord, NC 28027 Payment lnquirles 704-788-9800 A ' SOLD TO 257 2 SP 0.690 E0070 10555 01076055511 P21537010007:0007 I'II'IIII 'III'IIII Hill 'y'I�Illl��l�lill� ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DR IRVING TX 75038-2410 03E 1 323391T 3290013 21401OP23 ADD SEWRP SOLIDS 16M4P401 16" MJ 45 P401 C163 P-401 LINED431T MARK ADDED BY JASON 16MC 16" MJ CAP C153 CMLBIT MARK ADDED BY JASON 163000P 16" STAR GRIP DIP W1ACC 3000P MARK ADDED BY JASON 16RA 16" MJ REGULAR ACCESSORY SET MARK ADDED BY JASON RT02105421 HOT RUSH FREIGHT CHARGE CIO LINE # 36676 INVOICE NUMBER: 3290013 BILL OF LADING: 15011429 INVOICE DATE: 9104114 DUE DATE: 10/08/14 Please Remlt Payment To: FORTILINE, INC PO BOX 538388 ATLANTA, GA 30353-8388 Warehouse: FORTILINE TULSA 8227 WEST 81ST ST. SOUTH TULSA, OK 74131 SNIP TO Telephone: 918.445.0005 ARCHER WESTERN CONSTRUCTION 3603 GUAVA ST ATTN: JASON BUOY 817-538-0081 LUBBOCK, TX 79457 41.' ; VRUE`1 L•D tiHll'I 205608 NET 30 DAYS LCS 10/08/14 WW14 i 0 652,9100 2,61 EA 1 1 0 137.4100 EA 1 1 0 144.1800 EA 2 2 0 72.6600 EA 1 1 0 1150.0000 NO RETURNS ACCEPTED WITHOUT PRIOR AUTHORIZATION, AUTHORIZED RETURNS ARE SUBJECT TO RESTOCKING FEES. SPECIAL ORDER ITEMS ARE NOT RETURNABLE. ALL CLAIMS MUST BE FILED WITH THE CARRIER. ALL SALES ARE SUBJECT TO THE TERMS AND CONDITIONS OF SALE PRINTED ON THIS PAGE AND THE BACK OF PAGE ONE. 137 144.1 1.1 0007:0007 Page 1 of 1 PCM # 1 Response Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Submitted Status: Created By: Type: Carollo Response to PCM # 1 Draft Carollo, Jason Anderson Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The proposed PCM #1 has been reviewed by the Engineer and RPR, and is found to be in line with the costs that would be expected given the additional effort. eadoc C C;*r'M 11 � Engineers... Working Wonders With Waters August 4, 2015 Curtis Weston Archer Western 1411 Greenway Drive Irving, TX 75038 Subject: SEWRP Solids Handling Improvements Project, Lubbock, Texas PCM 002 Response and Proposal Request Dear Mr. Weston: The purpose of this letter is to formally reject your proposal for the Work originally requested by Carollo in PCM 002 involving alternate installation of floating steel covers for Sludge Holding Tanks (SHT) 6 and 7, and to request preparation of an alternative proposal to make changes to the existing Solids Handling Improvements Project as summarized herein. Bid Item No. 18: Change in Replacement Cover Configuration Based upon the results of structural steel scanning performed on SHT 6 and SHT 7, and based upon the examination of the damaged locations at the top of the Tank 7 wall, the Engineer does not have confidence in the ability of the existing concrete walls of each tank to adequately support the additional loads that would be imposed by new fixed steel domes. The Contractor is requested to provide an alternative cost proposal for the installation of new membrane covers on both SHT 6 and SHT 7. An acceptable anchoring detail is attached. Carollo has provided details for powering the 2 to 3-HP fans associated with each cover from the Digested Sludge Pump Station Electrical Room. A dual membrane cover specification is included in the PCM 002 documentation. The gas piping and appurtenances associated with dual membrane covers will be similar to the original design intent, but the gas piping connection is made through the tank wall. A detail is provided that will allow the gas safety equipment purchased for steel domes to be used with the membrane covers. As the change to a dual membrane cover will allow portions of the upper interior tank wall to be exposed to the atmosphere within the tank, measures must be taken to prevent corrosion of the concrete. The upper 10 feet of the interior tank wall shall be coated with an elastomeric polyurethane coating, as specified in Section 09960. Installation of dual membrane covers will also require that approximately 9 inches of the existing control room roof between SHT 6 and SHT 7 be cut above each tank wall, allowing for drilling of anchor bolts, and installation of the membrane batten bar continuously around the circumference of each tank. Please see Sheet PCM-M01 for further detail. The existing handrail on SHT 6 and SHT 7 is no longer required with membrane covers, and can be demolished as indicated on Sheet PCM-M07. 890OA301 Weston080415.dou 8911 Capital of Texas Highway North, Suite 2200, Austin, Texas 78759 P.512.453.5383 F. 512.453.0101 caroilo.com Curtis Weston Archer Western August 4, 2015 Page 2 Bid Item No. 01: Sludge Holding Tank Overflow Improvements Sludge Holding Tanks 6 and 7 have experienced repeated overflows due to inadequate overflow piping capacity. The single 10" diameter line on each tank is not adequate for emergency overflow, and does not sufficiently protect the tank cover from damage. It is proposed that modifications to the overflow piping be added to the work for Area 2 of the Solids Handling Improvements Project. This additional work is summarized as follows: 1. Modify the 12" diameter level stilling wells shown on Drawing 02MO2 with a 12" x 10" tee at an elevation of 3146.32, equivalent to the elevation of the existing overflow gooseneck. Tie in 10" DIP from each tee to the 10" SUP line. 2. Modify the existing 10" diameter overflow gooseneck on SHT 6 and 7. lower the overflow by 6", or the distance required to achieve an overflow elevation of 3145.82. 3. Cut the existing slab inside the Tank 6 and 7 Control Building (currently empty) as shown in the attached Drawings to open up the lower pit within this existing structure. 4. Install new 12" overflow piping in the Tank 6 and 7 Control Building with connection to an existing lower tank port, as indicated in the attached Drawings. Overflow elevation shall be 3146.32. Installation of piping will require coring of the existing Control Building roof for the overflow vent and flushing piping. 5. Install new sloped 12" DIP from Tank 6 and 7 Control Building to an existing manhole located east of Tank 7. 6. Install new 3" NPW lines from existing 10" NPW line near Plant 4 Effluent Pump Station. with 1.5" service to the six flushing connections indicated on the attached Drawings. 7. Relocate the level indication from the 12" diameter stilling well on the west side of Tank 6 and 7 to a 8" x 4" tee connected to existing mid tank ports, as indicated on the attached Drawings. 8. Install new aluminum platform and stairs for access to the level transducer, as indicated on the attached Drawings. Enclosed, please find the following documents: 1) Drawings a) PCM-02C01 b) PCM-02DO1 c) PCM-M01 to PCM-M10 d) PCMOOE16 and PCMOOE17 e) PCM02EO1 and PCM03EO5 f) PCMOOCS02 and PCMOOCS20 890OA301 WestonO8005 dom carollo.com Curtis Weston Archer Western August 4, 2015 Page 3 g) PCM02N01, PCM02N01A, and PCM02NO2 2) Specifications a) Section 13240 — Double Membrane Digester Gasholder and Appurtenances b) Section 16990B — Conduit Schedule - Area 3 c) Section 17405 — Pressure/Vacuum Measurement Direct d) Section 17407 — Pressure Measurement — Submersible 3) Typical Details a) A352 — Gate at Three Rail Guardrail b) Sludge Tank 7 TECON Cover Connection Detail 4) Cut Sheets a) Proco RE-231 Eccentric Reducing Bellows Cut Sheets Other references called out in the PCM 002 Package are part of the Conformed Documents. It is expected that the City of Lubbock will receive a credit back for the cost that would have been incurred to install the fixed covers originally intended. If approved by the City, this additional work will be included in a future Change Order to the Contract between Archer Western and the City of Lubbock. Sincerely, CAROLLO ENGINEERS, INC. Hani E. Michel, P.E. Project Manager Vice President HEM:jea Enclosures: Drawings Specifications Typical Details cc: John Turpin Walid Karam Zoltan Fekete Jason Anderson Mary Gonzales Gary Wheelwright 8900A30 1 Weston080415 docx carollo.com PCM # 2.1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 3 Sludge Holding Tanks 6 and 7 Submitted : Modifications , Submitted To: Type: Submit quotation for performing change Contract: 92249 Contractor: Archer Western Contractors ISO Currency Code: USD Revision Date: Purchase Order: RFP 14-11644-TF Status: Priority: Due Date: Created By: Carollo, Jason Anderson Created: 06/05/2015 Change Date: 09/26/2014 Schedule ID: Items 242, 243, and 447 through 457 Not to Exceed $: 0.00 Set: Bid Item 18 Approved Thru Last: 0.00 Amount Added: -239,376.00 New Approved Amount: -239,376.00 Current Contract Duration: 1,186 Days Added: 0 New Contract Duration: 1,186 Budget: Item No. 18 Funding: SEWRP Solids Handling Improvements Project Cost Item: 08/04/2015 Archer Western Contractors, Curtis Weston,Gary Wheelwright, Jason Buoy,Walid Karam 06/05/2015 Pending High 08/19/2015 PCM Description and Justification: This PCM #2 provides background information and guidance for preparation of a proposal to make changes to the existing Solids Handling Improvements Project requested herein. Please see the attached letter of transmittal, Drawings, and Specifications and Typical Details in support of the requested changes. Bid Item No. 18: CHANGE IN REPLACEMENT COVER CONFIGURATION Based upon the results of structural steel scanning performed on SHT 6 and SHT 7, and based upon the examination of the damaged locations at the top of the Tank 7 wall, the Engineer does not have confidence in the ability of the existing eadoc PCM # 2.1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 2 of 3 concrete walls of each tank to adequately support the additional loads that would be imposed by new fixed steel domes. The Contractor is requested to provide an alternative cost proposal for the installation of new membrane covers on both SHT 6 and SHT 7. An acceptable anchoring detail is attached. Carollo has provided details for powering the 2 to 3-HP fans associated with each cover from the Digested Sludge Pump Station Electrical Room. A dual membrane cover specification is included in the PCM 002 documentation. The gas piping and appurtenances associated with dual membrane covers will be similar to the original design intent, but the gas piping connection is made through the tank wall. A detail is provided that will allow the gas safety equipment purchased for steel domes to be used with the membrane covers. As the change to a dual membrane cover will allow portions of the upper interior tank wall to be exposed to the atmosphere within the tank, measures must be taken to prevent corrosion of the concrete. The upper 10 feet of the interior tank wall shall be coated with an elastomeric polyurethane coating, as specified in Section 09960. Installation of dual membrane covers will also require that approximately 9 inches of the existing control room roof between SHT 6 and SHT 7 be cut above each tank wall, allowing for drilling of anchor bolts, and installation of the membrane batten bar continuously around the circumference of each tank. Please see Sheet PCM-M01 for further detail. The existing handrail on SHT 6 and SHT 7 is no longer required with membrane covers, and can be demolished as indicated on Sheet PCM-M07. Bid Item No. 01: SLUDGE HOLDING TANK OVERFLOW IMPROVEMENTS Sludge Holding Tanks 6 and 7 have experienced repeated overflows due to inadequate overflow piping capacity. The single 10" diameter line on each tank is not adequate for emergency overflow, and does not sufficiently protect the tank cover from damage. It is proposed that modifications to the overflow piping be added to the work for Area 2 of the Solids Handling Improvements Project. This additional work is summarized as follows: 1. Modify the 12" diameter level stilling wells shown on Drawing 02M02 with a 12" x 10" tee at an elevation of 3146.32, equivalent to the elevation of the existing overflow gooseneck. Tie in 10" DIP from each tee to the 10" SUP line. 2. Modify the existing 10" diameter overflow gooseneck on SHT 6 and 7. lower the overflow by 6", or the distance required to achieve an overflow elevation of 3145.82. 3. Cut the existing slab inside the Tank 6 and 7 Control Building (currently empty) as shown in the attached Drawings to open up the lower pit within this existing structure. 4, Install new 12" overflow piping in the Tank 6 and 7 Control Building with connection to an existing lower tank port, as indicated in the attached Drawings. Overflow elevation shall be 3146.32. Installation of piping will require coring of the existing Control Building roof for the overflow vent and flushing piping. 5. Install new sloped 12" DIP from Tank 6 and 7 Control Building to an existing manhole located east of Tank 7. eadoc PCM # 2.1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 3 of 3 6. Install new 3" NPW lines from existing 10" NPW line near Plant 4 Effluent Pump Station, with 1.5" service to the six flushing connections indicated on the attached Drawings. 7. Relocate the level indication from the 12" diameter stilling well on the west side of Tank 6 and 7 to a 8" x 4" tee connected to existing mid tank ports, as indicated on the attached Drawings. 8. Install new aluminum platform and stairs for access to the level transducer, as indicated on the attached Drawings. It is expected that the City of Lubbock will receive a credit back for the cost that would have been incurred to install the fixed covers originally intended. If approved by the City, this additional work will be included in a future Change Order to the Contract between Archer Western and the City of Lubbock. Locations Sludge Holding Tank # 6 Sludge Holding Tank #7 References Drawing 8900A10-00-CS-02 Drawing 8900A10-02-E-01 Drawing 8900A10-02-M-02 Drawing 8900A10-02-N-01 Drawing 8900A10-02-N-02 Files 07-02-15 PCM02.1 Specs and Typs.pdf 08-04-15 PCM02.1 Drawings.pdf Proco RC & RE Reducing Bellows.pdf Weston080415. pdf 775.13 KB PCM 2.1 Specifications and Typical Details 8.5 MB PCM 2.1 Drawings 2.3 MB Proco RE-231 Cut Sheets 179.62 KB PCM 002 Response Letter Published Published Published Published Published eadoc SECTION 13240 DOUBLE MEMBRANE DIGESTER GASHOLDER AND APPURTENANCES PART1 GENERAL 1.01 DESCRIPTION A. Work Included: The Contractor shall furnish, install, adjust, and test two (2) double membrane gasholders for the anaerobic digester for the City of Lubbock Southeast Water Reclamation Plant (SEWRP). The gasholders shall be installed on top of the sludge holding tanks as arranged and shown on the Drawings and as specified herein. B. The General Contractor shall coordinate with the double membrane gasholder manufacturer and shall assume responsibility for the satisfactory installation and final operation of the double membrane gasholder and assure no conflicts with the operation of the sludge holding tanks. The gasholders are to be installed on sludge holding tanks that will not be mixed or heated. The Contractor shall field verify all dimensions and obtain all other pertinent information prior to the submittal of shop drawings and fabrication of the double membrane digester gasholder. Any repairs, modifications, or additional work necessary after the fabrication of the gasholder components to provide an integrated and functional system shall be made at no cost to the Owner. C. The air supply system shall be installed adjacent the sludge holding tanks. The area is designated Hazardous Area Class I Division I. D. The manufacturer of the gas holder system shall include the following items for each double membrane gasholder in the scope of supply. 1. Gasholder membranes 2. Membrane anchoring guides, and neoprene seals. 3. Membrane support belts and accessories 4. If necessary, detailed mid support mast design 5. One (1) pressure regulation valve and one (1) non -return check valve at the air discharge downstream of air blower. 6. Flexible PVC air piping and connections 7. Instrumentation at the proper location including the following: a. One (1) gas leak detector b. One (1) rope length transmitter for measuring gas volume under inner membrane c. One (1) pressure regulation valve at the air outlet and one (1) set of over- pressure / under -pressure safety valves at the opposite of air inlet d. One (1) inspection window E. The following items shall be provided by the General Contractor and shall not be included in the double membrane digester gasholder system manufacturer's scope of supply/work: June 2015 - PCM 002 13240-1 890OA30 pvrllCarollo/Documents/ClienVrX/LubbocW900A30/Construction ManagemenUG Changes/PCMs/l3240 (B) 1. Penetrations (including sealing and flashing) through the roof or walls of the digester control building shall be provided to accommodate the following air system ducting — See Drawings for location: a. One (1) fan intake screen for each air blower, if necessary b. Wiring for instrumentation and control 2. All interconnecting air piping except the flexible PVC air piping 3. All interconnecting electrical and instrumentation wiring 4. Biogas piping through penetration and connection to flame arrestor and sediment trap with internal pipe guard seal. 5. All field painting shall be provided by the General Contractor 6. Sludge holding tank wall concrete preparation and finish. Repair and patch sludge holding tank sidewall surface where existing rails and hoists are removed. Provide smooth and continuous surface on sludge holding tank sidewall with no deviation of finish concrete +/- 3/8 inch over surface in any direction of 6 ft — 6 inch, with no rough or sharp edges to tear membrane. 1.02 QUALITY ASSURANCE A. All system components specified herein shall be furnished by a single Manufacturer who regularly engages in the production of this Type of equipment. The Manufacturer shall be responsible for the performance and warranty of the entire system provided under this section. B. Qualifications of Manufacturers: The Manufacturer shall have a minimum of 10 years of experience in the design and manufacture of anaerobic digester gasholders for wastewater treatment plants. The Manufacturer shall have a minimum of 10 similar installations operating for a minimum of 5 years. C. Acceptable Manufacturers: 1. TECON by SUEZ environnement (Infilco Degremont Inc.), Richmond, VA. 2. WesTech 3. Ovivo 1.03 SUBMITTALS A. Submit shop drawings, showing details of construction and erection as follows: 1. Complete assembly and installation drawings 2. Descriptive information on material and equipment furnished. 3. Location of all appurtenances 4. PLC electrical drawings (If control panel is included) and field instrumentation wiring diagrams B. Electronic copy of a preliminary or reference O & M manual from past projects shall be included in the shop drawing submittal. 1.04 SERVICES OF MANUFACTURER'S REPRESENTATIVE A. The Contractor shall provide the services of a qualified manufacturer's technical representative, who shall adequately supervise the installation and testing of all equipment furnished under this Contract and instruct the Contractor's personnel and the Owner's operating personnel in its maintenance and operation The services of the manufacturer's representative shall be provided for a period of not less than June 2015 - PCM 002 13240-2 890OA30 pw.//Carollo/Documents/ClienUMubbock/8900A301ConsWcbon ManagemenUG Changes/PCM /13240 (B) one (1) trip of four (4) days for equipment inspection and installation supervision, equipment start-up and to instruct Owner's operating personnel. B. Any additional time required to achieve successful installation and operation shall be at the expense of the Contractor. The manufacturer's representative shall sign in and out at the office of the Resident representative on each day he is at the project. 1.05 WARRANTY A. One (1) year written supplier's warranty will be provided for the mechanical equipment specified in this section. A (5) five year written supplier's warranty will be provided for the specified fabrics. Warranty details are included in the attached terms and conditions section. PART 2 PRODUCTS 2.01 DESIGN REQUIREMENTS A. The membrane gasholder shall be installed on the digester side wall, with a 90 ft internal diameter and 13 inch sidewall thickness as indicated on the plans. B. The minimum usable gas storage volume for the gasholder shall be at least 130,000 cubic feet at the top of the digester sidewall. C. The gasholder system shall be designed to permit digester gas to be stored and maintained automatically at a preset constant operating pressure, as the stored gas volume varies on demand. The system will accommodate gas inflow rates up to 300 cfm and gas withdrawal rates of up to 300 cfm. D. The gasholder system design shall allow the sludge level in the digester to be varied throughout the entire side -water depth of the digester while still providing the minimum gas storage above. E. All structural calculations shall be done according to the German Traglufthallen Norm and US ASTM standards for pneumatic constriction or air supported structures. F. For safety, the inner and the outer membranes shall be manufactured from the same type of material to achieve equal tensile strength. In case of failure of the outer membrane, all the structural forces shall be borne by the inner membrane without risk of damage to the inner membrane. The membrane gasholder shall be stable under all design load conditions, including localized static and dynamic loads. The external membrane shall be designed to maintain a spherical shape that allows the gasholder to support the maximum possible applied loading as follows: June 2015 - PCM 002 13240-3 890OA30 pw://Carollo/DocumenLs/CIIenVTX/Lubbock/8900A30/Consbuctlon ManagemenVG ChangeslPCMs/l3240 (B) Dead Load Per Manufacturer's Design. Snow Load, psf 36.0 Wind load on the total projected area above the tank wall, mph (horizontal sheer wind) 86.0 Internal design pressure, inches W.C. 7.2 Internal maximum pressure, inches W.C. 7.2 G. Membrane gasholder shall consist of two (2) membranes. The internal membrane shall store and should be impermeable to digester gas, and inflate and deflate as the gas supply and usage change the stored volume. The external membrane shall be constantly inflated by pressurized air supplied by a blower and a stable pressure between the internal and external membrane shall be maintained by regulating air pressure using a pressure regulation valve on the air outlet positioned at minimum 90 degree apart from the air blower. Each membrane gasholder shall be protected against over and negative pressure by a set of over and negative safety valve mounted at 180 degree apart from the air. H. The membranes shall be fixed to the top edge of the tank with anchors and clamping rails. Both the external and internal membranes shall be sealed by pairs of neoprene sealing tapes and clamping rails bolted to the top of the tank periphery. All metal parts including clamping rails and anchor bolts shall be fabricated of Type 304 SS. All structural steel for fixing the membrane to the tank shall be Type 304 stainless steel. Steel fabrication and welding shall be in accordance with latest edition of Structural Welding Code, AWS D1.1, of the American Welding Society (AWS). Sharp projections of cut or sheared edges of metals shall be ground and smooth to avoid damaging membranes and to ensure satisfactory coating adherence. All steel design shall be in accordance with the latest editions of the AISC Manual of Steel Construction and Uniform Building Code (UBC). K. All separate engineered membrane segments requiring welding shall be cut out of the original fabric material in the warp direction. Membranes shall be fabricated using high frequency welding with a 1'h inch minimum width to ensure a full merging of the material. The manufacturing process will include a peeling test on a specimen which enables the validation of the welding parameters. All welds will be visually inspected. Additionally, all welds and seams shall be tested mechanically through the use of pressure and tension to ensure each weld is complete and has developed full strength. All elements for openings and connections shall be supplied with a Keder cord edge. L. External cables used for supporting the outer membrane shall not be used. Internal support belts and mid -mast (if required) shall be provided only for the membrane support in case of negative pressure or no gas generation in the digester as described in Paragraph 2.3G. M. Edge Grinding: Sharp projections of cut or sheared edges of ferrous metals shall be ground to a radius by multiple passes of a power grinder as required to eliminate June 2015 - PCM 002 13240-4 890OA30 pw..//Camilo/Documents/Client/MubbDck/890GA30/Conshdon ManagemenUG ChangWPCMs/13240 (B) sharp edges that may damage the membranes and to ensure satisfactory coating adherence. N. Shop Surface Preparation/Coating: All fans, motors, instruments and controls are to be provided with the manufacturer's standard paint system. No coatings are required for the membranes or stainless steel hold down hardware. 2.02 MEMBRANES A. Internal and External Membrane: 1. All membranes including internal and external shall be fabricated of the same polyester fabric coated with highly chemical resistant polyvinyl chloride (PVC) and sized to accommodate the specified volume of biogas and shall be resistant and impermeable to digester gas. All membranes including internal and external membrane fabrics shall be designed and fabricated to resist all design loadings without use of support cables superstructures or other restraining devices and shall meet or exceed the following parameters: a. Base fabric: 100% PES b. Yarn fineness: 2200 dtex c. Weave: Panama 3:3 d. Type of coating: double -sided PVC e. Total weight: 34.4 Ibs/ft2 f. Max tear strength, warp: 1,119.3 Ibsf/in (9,800 N/5cm) g. Max tear strength, weft: 947.9 Ibsf/in (8,300 N/5cm) h. Elongation at the brake point: 161.0 Ibsf for warp and weft i. Coating adhesion: 14.0 Ibsf/in j. Temperature resistance: -22.0 OF to 158 OF k. Flame resistance: Class 2 I. UV resistance: 6 or greater m. Aging: No transformation n. Gas diffusion: 250 ml/m2 x day x bar or lower o. Bending test: No damage @ 100,000 bending Cycles p. Finishing: PVDF varnish on both sides (Mehatop F), added with UV protection treatment and with fungicide. 2. In addition to the above physical requirements, all membranes shall be welded in such manner as to prevent the diffusion of biogas through the yarn forming the internal structure of the membrane. The lack of this feature will not be accepted for the membrane continuously exposed to biogas. 2.03 MEMBRANE GASHOLDER ACCESSORIES AND APPURTENANCES Each membrane gasholder shall include the following appurtenances: A. One (1) air blower for the external membrane as follows: 1. Power: 2 hp, 230/460 V, 3ph, 60Hz 2. Motor: Explosion proof (Class 1, Division 1, Group D). 3. Fans shall meet AMCA Class B spark -resistant construction. 4. Manufacturer: KLEIN DMVL 355-3-75, or equal. 5. Drive system: Direct drive. The blower capacity shall be enough to blow a small additional amount of air to continuously purge air space between the internal and external membranes so as June 2015 - PCM 002 13240-5 890OA30 pw.,//Carollo/DocumentslClienVMubbocklB900A301ConsWction ManagemenVG ChangwRCMM3240 (B) to eliminate unnecessary air purge system. The blower shall be factory tested for balance and alignment before shipping and provided with flexible connectors to connect blower to air piping. Contractor shall provide galvanized pipe nipple and isolation valve for installation in the field and coordinate size of air piping connection with the specified blower. B. Check valve: Each set of blowers shall include a check valve in order to avoid deflation of the air chamber in case of a black out event. Check valve shall be made of Type 304 stainless steel and mounted downstream of the blowers on the air inlet hose. C. Level Measurement: The following shall be provided per each gasholder to monitor the gas filling level. A rope length transmitter - Each system shall have a signal transmitter and an outlet device. The housing of the signal transmitter shall comply with Class 1, Div. 2, Group D requirements. The output device shall be installed outside the classified hazardous area. The transmitter shall deliver a 4 to 20 mA signal relay that can be used for controlling outside process such as power generation equipment or flares. Transmitter housing shall have a RS-232 serial port. A cable shall be supplied that will allow for connection up to 15 feet away from the bottom of the gasholder. D. One (1) pressure regulation valve to maintain stable pressure between the internal and the external membranes. The valve shall be a simple weight adjustable Type maintaining stable air pressure by being opened to allow air to escape under overpressure and being closed to build pressure inside the membrane gasholder under below design pressure. The regulation valve shall be made of Type 304 stainless steel and installed on the air outlet line at minimum 90 degree apart from the air blower. E. One (1) set of safety valve to protect the membranes against over and negative pressure that may result excessive loads. The safety valve shall be designed for the maximum gas flow to be sure that the complete gas volume can blow off in a case of any failure. It shall work as a hydraulic safety valve with no moveable parts that can lock or become blocked during the operation. The filling medium shall be a mixture of water and glycol (or antifreeze) to prevent freezing. The safety valve shall be made of Type 316 stainless steel. Activation of the safety valve shall happen at the pressure 1.2inch W.0 above and below the normal operating pressure. F. One (1) gas detector with corrosion and contamination resistant housing with detection for methane gas ranging from 0 to 100% LEL. Gas detector shall be mounted on the exterior of the membrane gasholder or on the bleed hose piping. A signal transmitter shall deliver 4 to 20 mA signal that can be used to monitor leakage of explosive biogas from the gasholder. G. Membrane Support Structure: 1. A support system using polyester belts and mid -mast, if required, shall be provided and installed in the digester to support the internal and the external membranes during installation or when the digester is temporarily out of service for cleaning. It shall also prevent the membranes from damage due to contact with the internal piping or mixing equipment. June 2015 - PCM 002 13240-6 890OA30 pw:/QrolWDocumentslClienO YAubbockt8900A301Construcfon ManagemenUG Changes/PCMs/13240 (B) a. The belt support system design shall address operational pressure, possible negative pressure considering safety valve operation, pressure losses in the pipes, belt expansion and safety factors. The belts shall not be pre -stressed and have over -lengths suitable to bear all forces. The belt support system shall consist of polyester belts attached to a center cushion at one end and to the inside of the digester walls at the other end. The center cushion shall be fixed to the mid -mast, if required by the membrane system supplier. All belts shall be evenly distributed around the tank parameter and bolted into the wall of the digester at a constant elevation to support the internal and the external membranes in case of negative pressure or insufficient or no gas generation in the digester. The support belts shall be made of polyester fabric and shall be fungus resistant. The width of each belt shall be a minimum 2 inches. All connections shall be Type 316 stainless steel. b. One center mast shall be supplied if required by the membrane system provider. The center mast shall be made of cast -in -place concrete or stainless steel fit with a Type 316 stainless steel mast top plate provided by the membrane system provider. The mast shall be designed to bear vertical loads of membranes by membrane system provider. 2. Alternatively, the manufacturer will propose a method deemed acceptable by the Owner to protect and keep clear internal piping and protect membranes. H. One (1) inspection window made from Lexan shall be installed on the external membrane. The opening and clamping shall be supported by a cord edge. Optional air system control panel in a NEMA 12 enclosure shall be furnished by the manufacturer of the membrane gas holder system, for installation by the Electrical Contractor in the Electrical Room, if required. 1. The air system control panel shall provide the following discrete outputs to the Owner's SCADA system: a. Gas storage Full b. Gas Storage Empty c. Air Pressure High Alarm d. Air Pressure Low Alarm e. Level Sensor Alarm High f. Methane Sensor Alarm High g. Blower Motor Fault 2. The panel shall include starters for the fans and an Allen Bradley MicroLogix Programmable Logic Controller (PLC) or equal for accomplishing control logic. 3. A Red Lion G306M or equal Graphical Operator Interface shall be provided for entering operator selected functions and operating variable, such as fan or purge status, timer settings and gas detector alarm levels. The Operator Interface shall also provide a continuous display of the gas and air chamber pressures, inner -membrane level, and concentration of gas (in percent of LEL) detected by the gas sensor and transmitter. 4. Control logic shall provide the following at a minimum: a. Manual selection of lead fan. Switch to standby fan and indicate BLOWER MOTOR FAULT alarm in Automatic Operation if the lead fan overload is tripped. b. Stop the fan and indicate alarm upon GAS STORAGE EMPTY condition; c. Alarm indication on GAS STORAGE FULL condition June 2015 - PCM 002 13240-7 890OA30 pw:llCarolloA)ocumentslClienVMubbockl6900A301ConsWcVan ManagemenVG ChangeslPCMsl13240 (B) d. Methane Alarm High indication when methane is measured at a preset point of approximately 35% of the lower explosive limit (LEL). e. Stop fan and indicate alarm upon preset Air Pressure high. f. Indicate alarm upon preset Air Pressure Low. g. Control of purge system as described in Section 2.3G. PART 3 EXECUTION 3.01 STEEL PARTS A. All bolts/flange bolts in direct contact with biogas shall be made of Type 316 stainless steel. Expansion anchors, lugs, hex nuts and washers in direct contact with biogas shall be also made of Type 316 stainless steel. All other steel parts not in direct contact with biogas shall be made of Type 304 stainless steel. 3.02 INSTALLATION AND MANUFACTURER'S REPRESENTATION A. Installation will be supervised by manufacture's field approved personnel in accordance with the approved manufacturer's written instructions and approved submittals. Approved personnel shall be provided at the job site over one (1) trip including: 1. Installation and Startup — Three (3) days 2. Training — One (1) day 3.03 TESTING A. After field erection is complete, the Contractor shall test the gasholder(s) for gas tight construction by filling the tank with water and trapping air under the membrane. B. A soapsuds solution shall then be applied to the membrane seals around the foundation walls. Any area of the seals observed to be leaking shall be resealed. C. Any leaks shall be carefully repaired out with the same Type of material as the original membrane and field welded prior to further testing until the gasholder operates satisfactorily. 3.04 MANUALS A. Furnish one (1) electrical copy of an operating and maintenance manual for all equipment to the Owner. The manuals shall be prepared specifically for this installation and shall include all required cuts, drawings, equipment lists, description, etc. that are required to instruct operating and maintenance personnel unfamiliar with such equipment. June 2015 - PCM 002 13240-8 890OA30 prr//Camllo/Documents/ClienUTXILubbock/890OA30IConsWcton ManagemenVG Changes/PCW/13240 (B) B. A factory representative who has complete knowledge of proper operation and maintenance shall be provided, as specified herein, to instruct representative of the Owner on proper operation and maintenance. This work shall not begin until after the completion of the installation, startup, running and operational testing. Approved operation and maintenance manuals shall be available and used during the instruction. If there are difficulties in the operation of the equipment due to the manufacturer's design or fabrication, additional service shall be provided at no additional cost to the Owner. END OF SECTION June 2015 - PCM 002 13240-9 890OA30 pw://Carollo/DocumentslClienVMubbockl8900A301Conshuction ManagemenVG Changes/PCMs113240 (B) No Text SECTION 16990E CONDUIT SCHEDULE AREA 03 PART1 GENERAL 1.01 SUMMARY A. Conduit requirements: 1. As defined in Section 16050 and Section 16130. B. Cable requirements and definitions: 1. As defined in Section 16050 and Section 16123. 2. 2/CS#16: 2 conductor, 16 gauge, twisted shielded pair. 3. 3/CS#16: 3 conductor, 16 gauge, twisted shielded triplet. 4. MFR: Manufacturer or vendor furnished cable. 5. PULL: Pull Rope. PART2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 CONDUIT SCHEDULE A. Conduit Schedule is presented on the following pages. July 2013 - DRAFT 1699OB-1 890OA10 pw://Carollo/Documents/ClientlrX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03•L•010 02E01 0.75" 2 #10 XHHW-2 1 #10 XHHW-2 FR: POLE LIGHT 03-L•045 TO JB-2C 2 #10 » POLE LIGHT POWER D3-C-020 02E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 EDR-10018 03-C-035 TO J•BOX 7 #14 a> EDR•1001B CONTROL(RTU) 3 #14 » EDR-10018 SPARE PeWO2 1 1 1 1 8 #14 » EDR-1001B CONTROL fLCM 03•L•020 02E01 0.75" 2 010 XHHW2 1 #10 XHHW-2 FW POLE LIGHT 03-C-035 TO: J-BOX 2 #10 » POLE LIGHT POWER 03-P-020 02E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1D01B 03-P-035 TO: J-BOX (VIA DISCONNECT) 3 #12 >> EDR-10018 POWER 03-C-021 02E01 - 076. a 914 XHHW-21 #14 XHHW-2 FR. LCP-10018 PCM-02 TO CONDUIT TEE a #14 »EDR-1001B CONTROL LCP 03-C- 2 1 1" 16 114 XHH -2 1 #14 XHHW-2 FR CONDUIT TEE PCM-02 TO J-BOX 8 #14 > EDR•1 D01 B CONTROL(LCP) 03-C-021 8 #14 » EDR-10028 CONTROL (LCP) 03-C-031 03-C-030 1 1" 18 #14 XHHW-2 1 #14 XHHW2 FR EDR- 0 B TO .1•BOX 7 #14 >> EDR-1002B CONTROL(RTW 3 #14 » EDR-1002B SPARE PCM-02 8 #14 » EDR•10028 CONTROL LC 03-P•030 02E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR•1002B TO: J-BOX (VIA DISCONNECT) 3 #12 >> EDR-1002B POWER •C•031 02E01 075" 8 #14 XHHW-2 1 #14 XHHW-2 FR LCP-10029 03-C-025 PCM-02 TO CONDUIT TEE 8 #14 » EDR-1002B CONTROL 9LCP1 03•C-035 02E01 1.5" 2 #10 XHHW-2 1 #10 XHHW-2 FR. J-BOX 03-L-045 20 #14 XHHW-2 TO: JB-2C 2 010 » POLE LIGHT POWER 03-L-020 7 #14 >> EDR-1001B CONTROL 03-C-020 3 #14 » EDR-1001B SPARE 03-C•020 7 #14 >> EDR-1002B CONTROL 03.03-CO 3 #14 » EDR-10028 SPARE 03.03-CO 03•P•035 02E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR J•BOX 03-P-045 TO JB-2P 3 #12 » EDR-1001B POWER 03•P•020 3 #12 >> EDR-1002B POWER 03-03-PO 03•X•035 03E05 2" 1 PULL ROPE FR: JB•2X TO: ELECTRICAL ROOM CONDUIT CAP 1 PULL » SPARE 03-C-040 02E01 0.75" 10 #14 XHHW-2 1 #14 XHHW-2 FR' AHU-1D10 03-C-041 03E04 1 MFR CABLE TO: CONDUITTEE 1 MFR >> AHU-1010 THERMOSTAT 10 #14 » AHU-1010 CONTROL 03•L-040 02E01 0.75" 2 #10 XHHW-2 1 #10 XHHW-2 FR' POLE LIGHT 03-L-045 TO JB-2C 2 #10 » POLE LIGHT POWER 03-P-D40 02E01 0.75" 3 #8 XHHW-2 1 #8 XHHW-2 FR' AHU-1010 03•P•045 TO: JB-2P(VIA DISCONNECT) 3 #8 » AHU-1010 POWER 03-C-041 02E01 0.75" 10 #14 XHHW-2 1 #14 XHHW-2 FR' CONDUIT TEE 03-C-045 TO: JB-2C 10 #14 >> AHU-1010 CONTROL 03-C-040 03•C•042 02E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR. CONDUIT TEE 03E04 TO: AHU-1010 THERMOSTAT (VIA JB-2C) 1 MFR >> AHU-1010 THERMOSTAT 03-C-040 July 2013 - DRAFT 1699OB-2 890OA10 pw://Cardio/DocumenWrJienVTXlLubbock/89OOA1O1Specifications/1699OB (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-045 02E01 1.5" 30 #14 XHHW-2 1 #14 XHHW-2 FR' JB-2C 03-C-976 03E05 TO: WIREWAY (WWC-1) 7 #14 » EDR-10010 CONTROL 03.03-05 3 #14 » EDR-1001B SPARE 03.03-05 7 #14 » EDR-1002B CONTROL 03.03-05 3 014 » EDR-1002B SPARE 03.03-05 10 X14 » AHU-1010 CONTROL 03-C-041 03-1--045 02rOl 0.75" 6 010 XHHW-2 1 #10 XHHW-2 FR. JB-2C 03E04 TO. CONDUIT TEE 2 #10 »POLE LIGHT POWER 03-L-010 2 #10 » POLE LIGHT POWER 03-C-035 2 #10 » POLE LIGHT POWER 03-L-040 03-P-045 02E01 1" 3 #8 XHHW-2 1 #8 XHHW-2 FR: JB-2P 03E05 6 #12 XHHW-2 TO: PP-1DD0A(VIAWWP-1) 3 #12 >a EDR-1001BPOWER 03-P-035 3 #12 » EDR-10028 POWER 03-P-035 3 #8 » AHU-1010 POWER 03-P-040 03-P-050 02E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR. PRV-1095 03-P-974 03E05 TO. WIREWAY WWP-2P(VIA DISCONNECT B JB-2P) 3 #12 a> PRV-1095 POWER 03-S-050 02E01 0.75" 1 2/CS#16 1 #14 XHHW-2 FR LIT-1001 TO CONDUIT TEE PCM-02 1 2/CS-#16 » LIT-1001 SIGNAL 03-S-051 02E01 0.75" 1 2/CS#16 1 #14 XHHW-2 FR' LIT4002 03-S-052 TO CONDUIT TEE PCM-02 1 2/CS416 » LIT-1002 SIGNAL 03-S-052 02E01 0.75" 2 21CS#16 1 #14 XHHW-2 FR CONDUIT TEF 0 S- 59 PCM-02 TO JB-2S 1 21CS-#16 » LIT-1001 SIGNAL 03-S-050 1 21CS416 » LIT-1002 SIGNAL 03-S-051 1 0.75" 2 2ICS416 1 #14 XHHW-2 FRJB-2S 03-S-9 3 03E05 TO WIREWAY WWSt PCM-02 1 2ICS-#16 » LIT-1001 SIGNAL 03-S-052 PCM-02 1 2/CS-#16 » LIT 1002 SIGNAL 03-S-052 03-SO Div, 2 2/CS#16 1 #14 XHHW-2 FR' AIT-100 A TO WIREWAY WWSt PCM-021 1 21CS-#16 » AIT-1001A SIGNAL PGK021 i 1 2/CS416 » AIT. 1001A POWER 03-S-062 0 7S" 2 21CS 1 AIT-1002A TO WIREWAY WWS-1 PCM-021 1 2/CS-#16 >a AIT-1002ASIGNAL PCM-02.1 1 2ICS-#16 » AIT-1002APOWER 0 0.75" 3 #12 XHH - 1 #12 XHHW-2 FR B O- 03-P-067 TO DISCONNECT PCM.02.1 F 3 #1 a> BLO.1001A POWER 03-P-066 075" 3 912 XHHW-2 1 #12 XHHW-2 FR BLO-1002A 03-P-068 TO DISCONNECT PCM-02.1 912 » BLO-1D02A POWER 03-P-067 1 #12 XHHW-2 FR DISCONNECT TO: WIREWAY WWP-1 PCM-021 3 412 » BLO-1D01APOWER 03-P-065 OIP-068 0,75" 3 #12 XHHW-2 I - DISCONNECT TO, WIREWAY WWP-1 PC%021 3 #12 » BLO.1002A POWER 03-P-D66 03-C-100 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR LCP-1011 03-C-112 TO: CONDUIT TEE 8 014 » LCP-1011 CONTROL 4 #14 » LCP-1011 SPARE 03-P-100 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1011 03-P-101 2 #12 XHHW-2 TO. CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1011 POWER 2 #12 as MWH-1011 POWER 2 #14 » TSH-1011 CONTROL July 2013 - DRAFT 16990B-3 890OA10 pw•l/Carollo/DocumentslClient/TX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION D LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE 0 SIZE TYPE 0 SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-S-100 03E01 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR: LCP-1011 03-S-771 TO: WIREWAY (WWS) 1 3/CS-#16 » LCP-1011 POT 03-C-101 03EO1 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-119 TO: J-BOX 2 #14 >> TSH-1011 CONTROL 03-P-101 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUIT TEE 03E04 2 #12 XHHW-2 TO: VFD-1011 (VIA TRENCH, JB-LOW-3P, 8 JB-UPP-3P) 3 #8 » PMP-1011 POWER 03-P-100 2 #12 >> MWH-1011 POWER 03-P-100 03-C-105 03E01 0,75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1011A 03-C-111 TO: CONDUIT TEE 2 #14 >> PSL-1011A CONTROL 03-C-107 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-1011B 03-C-119 TO: J-BOX 2 #14 >> PSH-1011B CONTROL 03-C-110 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-111 TO CONDUIT TEE 2 #14 >> TSH-1010 CONTROL 03-P-110 03-P-110 03EO1 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR. MAC-1010 03-C-110 2 #14 XHHW-2 TO CONDUIT TEE 3 #12 >> MAC-1010POWER 2 #12 >> MWH-1010 POWER 2 #14 » TSH-1010 CONTROL 03-C-111 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-112 TO CONDUIT TEE 2 #14 >> PSL-1011A CONTROL 03-C-105 2 #14 » TSH-1010 CONTROL 03-C-110 03-P-111 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR CONDUIT TEE 03-P-131 TO WIREWAY (WWP) 3 #12 >> MAC-1010POWER 03-P-110 2 #12 » MWH-1010 POWER 03-P-110 03-C-112 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-119 TO: J-BOX 8 #14 » LCP-1011 CONTROL 03-C-1D0 4 914 » LCP-1011 SPARE 03-C-1D0 2 914 >> PSL-1011A CONTROL 03-C-111 2 #14 » TSH-1010 CONTROL 03-C-111 03-C-119 03ED1 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-131 TO: WIREWAY (W WC) 2 914 >> TSH-1011 CONTROL 03-C-101 2 #14 >> PSH-1011B CONTROL 03-C-107 8 #14 » LCP-1011 CONTROL 03-C-112 4 #14 >> LCP-1011 SPARE 03-C-112 2 #14 » PSL-1011A CONTROL 03-C-112 2 #14 >> TSH-1010 CONTROL 03-C-112 03-C-120 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1011 TO: FIT-1011 1 MFR >> FE-1011 MFR POWER 03-S-120 03EO1 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1011 TO: FIT-1011 i MFR >> FE-1011 MFR SIGNAL 03-C-121 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1011 03-C-773 TO: WIREWAY (WWC) 2 #14 >> FIT-1011 POWER 03-S-121 03E01 0.75" 1 2/CS-#16 1 #14 XHHW-2 FR: FIT-1011 03-S-771 TO: WIREWAY (WWS) 1 2/CS-#16 » FIT-1011 SIGNAL 03-C-131 03EO1 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR VCP-1010 03-C-773 TO WIREWAY (WWC) 2 014 » TSH-1010 CONTROL 03-C-119 4 914 » VCP-1010 CONTROL (TO RTU) 4 914 >> VCP-1010 SPARE (r0 RTU) 4 914 >> VCP-1010 CONTROL (r0 VFD) 4 #14 » VCP-1010 SPARE O VFD July 2013 - DRAFT 16990E-4 890OA10 pw://Carollo/Documents/ClientrWLubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-131 03EO1 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1010 03-P-239 TO: WIREWAY (WWP) 3 #12 » MAC-1010POWER 03-P-111 2 #12 » MWH-1010POWER 03-P-111 3 #12 » VCP-1010 POWER 03-C-200 03EO1 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1021 03-C-212 TO: CONDUIT TEE 8 #14 » LCP-1021 CONTROL 4 #14 » LCP-1021 SPARE 03-P-200 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1021 03-C-201 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1021 POWER 2 #12 » MWH-1021 POWER 2 #14 » TSH-1021 CONTROL 03-S-200 03EO1 0.75" 1 3ICS-#16 1 #14 XHHW-2 FR: LCP-1021 03-S-771 TO: WIREWAY (WWS) 1 3/CS-#16 » LCP-1021 POT 03-C-201 03EO1 0,75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-219 TO: J-BOX 2 #14 » TSH-1021 CONTROL 03-P-200 03-P-201 03EO1 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03EO4 2 #12 XHHW-2 TO: VFD-1021(VIA TRENCH, J&LOW-3P,BJB-UPP-3P) 3 #8 » PMP-1021 POWER 03-P-2DO 2 #12 » MWH-1021 POWER 03-P-200 03-C-205 03EO1 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1021A 03-C-211 TO: CONDUIT TEE 2 #14 » PSL-1021A CONTROL 03-C-207 03EOI 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-1021B 03-C-219 TO: J-BOX 2 #14 » PSH-1021B CONTROL 03-C-210 03EOI 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-211 TO: CONDUIT TEE 2 #14 » TSH-1020 CONTROL 03-P-210 03-P-210 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: MAC-1020 03-C-210 2 #14 XHHW-2 TO: CONDUIT TEE 3 #12 » MAC-1020 POWER 2 #12 » MWH-1020 POWER 2 914 » TSH-1020 CONTROL 03-C-211 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-212 TO CONDUIT TEE 2 #14 » PSL-1021A CONTROL 03-C-205 2 #14 » TSH-1020 CONTROL 03-C-210 03-P-211 03EO1 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR CONDUITTEE 03-P-231 TO WIREWAY (WWP) 3 #12 » MAC-1020 POWER 03-P-210 2 #12 » MWH-1020 POWER 03-P-210 03-C-212 03EOI 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-219 TO J-BOX 8 #14 » LCP-1021 CONTROL 03-C-200 4 #14 » LCP-1021 SPARE 03-C-200 2 #14 » PSL-1021A CONTROL 03-C-211 2 #14 » TSH-1020 CONTROL 03-C-211 03-C-219 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR J-BOX 03-C-231 TO WIREWAY (WWC) 2 #14 » TSH-1021 CONTROL 03-C-201 2 #14 » PSH-1021B CONTROL 03-C-207 8 #14 » LCP-1021 CONTROL 03-C-212 4 #14 » LCP-1021 SPARE 03-C-212 2 #14 » PSL-1021A CONTROL 03-C-212 2 #14 » TSH-1020 CONTROL 03-C-212 03-C-220 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1021 TO: FIT-1021 1 MFR » FE-1021 MFR POWER 03-S-220 03EO1 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1021 TO: FIT-10321 1 MFR » FE-1021 MFR SIGNAL July 2013 - DRAFT 16990B-5 890OA10 pw://Carollo/Documents/ClienVMLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-221 03EO1 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1021 03-C-773 TO: WIREWAY (WWC) 2 #14 » FIT-1021 POWER 03-S-221 03E01 0.75" 1 2ICS-#16 1 #14 XHHW-2 FR: FIT-1021 03-S-771 TO: WIREWAY (WWS) 1 21CS416 » FIT-1021 SIGNAL 03-C-231 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: VCP-1020 03-C-773 TO: WIREWAY (WWC) 2 #14 » TSH-1020 CONTROL 03-C-219 4 014 » VCP-1020 CONTROL (TO RTU) 4 014 » VCP-1020 SPARE (TO RTU) 4 014 » VCP-1020 CONTROL (TO VFD) 4 #14 » VCP-1020 SPARE O VFD 03-P-231 03E01 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1020 03-P-239 TO: WIREWAY (WWP) 3 #12 » MAC-1020POWER 03-P-211 2 #12 » MWH-1020POWER 03-P-211 3 #12 » VCP-1020 POWER 03-P-239 03E01 0,75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAY(WWP) 03E05 TO: EX MCC-1000 (VIA JB-LOW-3P, JB-UPP-3P, & W WP-2) 3 #12 » VCP-1010 POWER 03-P-131 3 #12 » VCP-1020 POWER 03-P-231 03-C-300 03EOI 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1031 03-C-312 TO: CONDUIT TEE 8 #14 » LCP-1031 CONTROL 4 #14 » LCP-1031 SPARE 03-P-300 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1031 03-C-301 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1031 POWER 2 #12 » MWH-1031 POWER 2 #14 » TSH-1031 CONTROL 03-S-300 03EO1 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR: LCP-1031 03-S-771 TO: WIREWAY (WWS) 1 31CS-#16 » LCP-1031 POT 03-C-301 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-319 TO: J-BOX 2 #14 » TSH-1031 CONTROL 03-P-300 03-P-301 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03E04 2 #12 XHHW-2 TO: VFD-1031 (VIA TRENCH, JB-LOW-3P, & JB-UPP-3P) 3 #8 » PMP-1031 POWER 03-P-300 2 #12 » MWH-1031 POWER 03-P-300 03-C-305 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1031A 03-C-311 TO: CONDUITTEE 2 #14 » PSL-1031A CONTROL 03-C-307 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-1031B 03-C-319 TO: J-BOX 2 #14 » PSH-1031B CONTROL 03-C-310 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-311 TO: CONDUIT TEE 2 #14 » TSH-1030 CONTROL 03-P-310 03-P-310 03EO1 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: MAC-1030 03-C-310 2 #14 XHHW-2 TO: CONDUIT TEE 3 #12 » MAC-1030 POWER 2 #12 » MWH-1030 POWER 2 #14 » TSH-1030 CONTROL 03-C-311 03EO1 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-312 TO: CONDUIT TEE 2 #14 » PSL-1031A CONTROL 03-C-305 2 #14 » TSH-1030 CONTROL 03-C-310 03-P-311 03E01 0.75" 5 #12 XHHW 22 1 #12 XHHW-2 CONDUIT TEE 03-P-331 1 JFR TO WIREWAY (WWP) 3 #12 » MAC-1030 POWER 03-P-310 2 #12 » MWH-1030 POWER 03-P-310 July 2013 - DRAFT 16990E-6 8900A10 pw://Carollo/Documents/ClientrMLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 9 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-312 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-319 TO J-BOX 8 #14 »LCP-1031 CONTROL 03-C-300 4 #14 a> LCP-1031 SPARE 03-C-300 2 #14 » PSL-1031A CONTROL 03-C-311 2 #14 » TSH-1030 CONTROL 03-C-311 03-C-319 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR J-BOX 03-C-331 TO WIREWAY (WWC) 2 #14 » TSH-1031 CONTROL 03-C-301 2 #14 » PSH-1031B CONTROL 03-C-307 8 #14 » LCP-1031 CONTROL 03-C-312 4 #14 » LCP-1031 SPARE 03-C-312 2 #14 » PSL-1031A CONTROL 03-C-312 2 914 » TSH-1030 CONTROL 03-C-312 03-C-320 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR FE-1031 TO FIT-1031 1 MFR » FE-1031 MFR POWER 03.5.320 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1031 TO: FIT-1031 1 MFR » FE-1031 MFR SIGNAL 03-C-321 03EO1 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1031 03-C-774 TO: WIREWAY (WWC) 2 #14 » FIT-1031 POWER 03-S321 03E01 0.75" 1 2/CS-#16 1 #14 XHHW-2 FR: FIT-1031 03-S-771 TO: WIREWAY (WWS) 1 2/CS-#16 » FIT-1031 SIGNAL 03-C-331 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: VCP-1030 03-C-774 TO: WIREWAY (WWC) 2 #14 >> TSH-1030 CONTROL 03-C-319 4 #14 » VCP-1030 CONTROL (TO RTU) 4 #14 a> VCP-1030 SPARE (TO RTU) 4 #14 » VCP-1030 CONTROL (TO VFD) 4 #14 » VCP-1030 SPARE O VFD 03-P-331 03E01 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1030 03-P-691 TO: WIREWAY (WWP) 3 #12 » MAC-1030 POWER 03-P-311 2 #12 » MWH-1030 POWER 03-P-311 3 #12 » VCP-1030 POWER 03-C-500 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1051 03-C-512 TO: CONDUIT TEE 8 #14 » LCP-1051 CONTROL 4 #14 » LCP-1061 SPARE 03-P-500 03EO1 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1051 03-C-501 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1051 POWER 2 #12 » MWH-1051 POWER 2 #14 » TSH-1051 CONTROL 03-S-500 03E01 0.76" 1 3/CS#16 1 #14 XHHW-2 FR: LCP-1051 03-S-771 TO: WIREWAY (WWS) 1 3/CS-#16 >> LCP-1051 POT 03-C-501 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-519 TO: J-BOX 2 #14 » TSH-1051 CONTROL 03-P-500 03-P-501 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03E04 2 #12 XHHW-2 TO: VFD-1051(VIA TRENCH, JB-LOW-3P, & JB-UPP-3P) 3 #8 » PMP-1051 POWER 03-P-500 2 #12 » MWH-1051 POWER 03-P-500 03-C-505 03EOI 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1051A 03-C-511 TO: CONDUIT TEE 2 #14 » PSL-1051A CONTROL 03-C-507 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR PSH-1051B 03-C-519 TO J-BOX 2 #14 » PSH-1051B CONTROL 03-C-510 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-511 TO CONDUIT TEE 2 #14 » TSH-1050 CONTROL 03-P-510 July 2013 - DRAFT 16990E-7 890OA10 pw://Carollo/Documents/ClientffX/Lubbock/89OOA1 O/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE 0 SIZE TYPE 0 SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-510 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: MAC-1060 03-C-510 2 #14 XHHW-2 TO: CONDUIT TEE 3 #12 »MAC-1050 POWER 2 012 » MWH-1050 POWER 2 #14 » TSH-1050 CONTROL 03-C-511 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-512 TO: CONDUIT TEE 2 014 » PSL-1051A CONTROL 03-C-505 2 #14 » TSH-1050 CONTROL 03-C-510 03-P-511 03EOi 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUIT TEE 03-P-531 TO: WIREWAY (WWP) 3 012 >> MAC-1050 POWER 03-P-510 2 #12 » MWH-1050 POWER 03-P-510 03-C-512 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-519 TO: J-BOX 8 014 » LCP-1051 CONTROL 03-C-500 4 014 » LCP-1051 SPARE 03-C-500 2 014 » PSL-1051A CONTROL 03-C-511 2 #14 » TSH-1050 CONTROL 03-C-511 03-C-519 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-531 TO: WIREWAY(WWC) 2 #14 » TSH-1051 CONTROL 03-C-501 2 014 » PSH-1051B CONTROL 03-C-507 8 014 >> LCP-1051 CONTROL 03-C-512 4 014 >> LCP-1051 SPARE 03-C-512 2 #14 » PSL-1051A CONTROL 03-C-512 2 #14 >> TSH-1050 CONTROL 03-C-512 03-C-531 03E01 i" 18 #14 XHHW-2 1 #14 XHHW-2 FR: VCP-1050 03-C-774 TO: WIREWAY (WWC) 2 014 >> TSH-1050 CONTROL 03-C-519 4 #14 » VCP-1050 CONTROL (TO RTU) 4 014 >> VCP-1050 SPARE (TO RTU) 4 #14 » VCP-1050 CONTROL (TO VFD) 4 #14 >> VCP-1050 SPARE O VFD 03-P-531 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1050 03-P-691 TO: WIREWAY (WWP) 3 012 >> MAC-1050POWER 03-P-511 2 #12 » MWH-1050 POWER 03-P-511 3 #12 >> VCP-1050POWER 03-C-600 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1001 03-C-609 TO: J-BOX 8 014 » LCP-1001 CONTROL 4 #14 » LCP-1001 SPARE 03-P-600 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1001 03-C-601 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 >> PMP-1001 POWER 2 012 » MWH-1001 POWER 2 #14 >> TSH-1001 CONTROL 03-S-600 03E01 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR: LCP-1001 03-S-679 TO: WIREWAY (WWS) 1 3/CS416 » LCP-1001 POT 03-C-601 03E01 0,75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-609 TO: J-BOX 2 #14 >> TSH-1001 CONTROL 03-P-600 03-P-601 03Eo1 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03E04 2 #12 XHHW-2 TO: VFD-1001 (VIA TRENCH, JB-LOW-3P, & JB-UPP-3P) 3 #8 » PMP-1001 POWER 03-P-600 2 #12 >> MWH-1001 POWER 03-P-600 03-C-605 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1001A 03-C-609 TO: J-BOX 2 #14 >> PSL-1001A CONTROL 03-C-607 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR PSH-1001B 03-C-609 TO J-BOX 2 #14 >> PSH-1001B CONTROL July 2013 - DRAFT 1699OB-8 890OA10 pw://Carollo/Documents/ClienUMLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7i1i15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE 0 SIZE TYPE 0 SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-609 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-613 TO: CONDUIT TEE 8 #14 » LCP-1001 CONTROL 03-C-600 4 #14 >> LCP-1001 SPARE 03-C-600 2 #14 >> TSH-1001 CONTROL 01C-601 2 #14 >> PSL-1001A CONTROL 03-C-605 2 #14 >> PSH-1001B CONTROL 03-C-607 03-C-611 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1001F 03-C-613 TO: CONDUIT TEE 4 #14 » ZSOC-1001F CONTROL 03-C-613 03E01 1" 22 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-619 TO: CONDUIT TEE 8 #14 » LCP-1001 CONTROL 03-C-609 4 #14 » LCP-1001 SPARE 03-C-609 2 #14 » TSH-1001 CONTROL 03-C-609 2 #14 » PSL-1001A CONTROL 03-C-609 2 #14 » PSH-1001B CONTROL 03-C-609 4 #14 >> ZSOC-1001F CONTROL 03-C-611 03-C-617 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1001G 03-C-619 TO: CONDUIT TEE 2 #14 » ZSOC-1001G CONTROL 03-C-619 03E01 1.5" 24 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-775 TO: WIREWAY (W WC) 6 #14 >> LCP-1001 CONTROL 03-C-613 4 #14 » LCP-1001 SPARE 03-C-613 2 #14 >> TSH-1001 CONTROL 03-C-613 2 #14 >> PSL-1001A CONTROL 03-C-613 2 #14 >> PSH-1001B CONTROL 03-C-613 4 #14 >> ZSOC-1001F CONTROL 03-C-613 2 #14 >> ZSOC-1001G CONTROL 03-C-617 03-C-620 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1002D 03-C-629 TO: CONDUIT TEE 4 #14 >> ZSOC-1002D CONTROL 03-C-621 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1001E 03-C-629 TO: CONDUIT TEE 2 #14 » ZSOC-1001E CONTROL 03-C-629 03E01 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-775 TO: WIREWAY (WWC) 2 #14 >> ZSOC-1002D CONTROL 03-C-620 4 #14 >> ZSOC-1001E CONTROL 03-C-621 03-C-630 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1001D 03-C-631 TO: CONDUIT TEE 8 #14 » EDR-1001D CONTROL (LCP) 7 #14 >> EDR-1001D CONTROL (RTU) 3 #14 >> EDR-1001D SPARE RTU 03-P-630 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001D 03-P-649 TO: CONDUIT TEE 3 #12 >> EDR-1001D POWER 03-C-631 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1001D TO: WIREWAY (W WC) 8 #14 >> FOR-1001D CONTROL LCP 03-C-630 03-P-631 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001D DISCONNECT 03-P-659 TO: WIREWAY (1NWP) 3 #12 >> EDR-1001D POWER 03-P-649 3 #12 >> EDR-1001D POWER(DISCONNECT) 03-C-640 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1001A 03-C-641 TO: CONDUIT TEE 8 #14 >> EDR-1001A CONTROL(LCP) 7 #14 >> EDR-1001A CONTROL(RTU) 3 #14 >> EDR-1001A SPARE R 03-P-640 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR EDR-1001A 03-P-649 TO CONDUIT TEE 3 #12 >> EDR-1001APOWER 03-C-641 113E01 0.75" 5 014 XHHW-2 1 #14 XHHW-2 FR. LCP-10001A TO WIREWAY (W WC) 8 #14 » EDR-10001A CONTROL LCP 03-C-640 July 2013 - DRAFT 16990B-9 890OA10 pw://Carollo/Documents/ClienUMLubbock/6900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-641 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR EDR-1001A DISCONNECT 03-P-659 TO WIREWAY (WWP) 3 #12 » EDR-1001APOWER 03-P-649 3 #12 » EDR-1001A POWER(DISCONNECT) 03-C-649 03E01 1.5" 36 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-775 TO WIREWAY (WWC) 8 #14 » EDR-1001D CONTROL(LCP) 03-C-630 7 #14 » EDR-1001 D CONTROL(RTU) 03-C-830 3 #14 » EDR-1001 D SPARE (RTU) 03-C-630 8 #14 » EDR-1001A CONTROL(LCP) 03-C-640 7 #14 » EDR-1001A CONTROL(RTU) 03-C-640 3 #14 » EDR-1001A SPARE RTU 03-C-640 03-P-649 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR CONDUITTEE 03-P-631 TO WIREWAY (WWP) 3 #12 » EDR-1001D POWER 03-P-630 3 #12 » EDR-1D01AP0WER 03-P-640 03-C-650 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1001C 03-C-651 TO: WIREWAY (WWC) 8 #14 » EDR-1001C CONTROL (LCP) 7 #14 » EDR-1001C CONTROL(RTU) 3 #14 » EDR-1001C SPARE RTU 03-P-650 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001C 03-P-651 TO: WIREWAY (WWP) 3 #12 » EDR-1001C POWER 03-C-651 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1001C TO: WIREWAY (WWC) 8 #14 » EDR-1001C CONTROL LCP 03-C-650 03-P-651 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001C DISCONNECT 03-P-659 TO: WIREWAY (WWP) 3 #12 » EDR-1001C POWER 03-P-650 3 #12 »EDR-1001C POWER DISCONNEC 03-S-655 03E01 0.75" 1 3ICS#16 1 #14 XHHW-2 FR: AE-1090A 03-S-679 TO: WIREWAY (W WS) 1 31CS-#16 » AE-1090A SIGNAL 03-P-659 03E01 0.75" 9 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAY(WWP) 03E05 TO: PP-1000A (VIA JB-LOW-3P, JB-UPP-3P, & WWP-1) 3 #12 » EDR-1001D POWER (DISCONNECT) 03-P-631 3 #12 » EDR-1001A POWER (DISCONNECT) 03-P-641 3 #12 » EDR-1001C POWER(DISCONNECT) 03-P-651 03-S-660 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FEAD01 03-S-661 TO: FIT-1001 1 MFR » FE-1001 MFR SIGNAL 03-C-661 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1001 03-C-775 TO: WIREWAY (WWC) 2 #14 » FIT-1001 POWER 03-S-661 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FIT-1D01 03-S679 1 2/CS416 TO: WIREWAY (WWS) 1 MFR » FEAD01 MFR SIGNAL 03-S-660 1 21CS-#16 » FIT-1001 SIGNAL 03-C-671 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: MAU-1091 THERMOSTAT 03-C-675 TO: JB-UPP-3C (VIA JB-LOW-3C) 1 MFR » MAU-1091 THERMOSTAT CONTROL 03-C-675 03E03 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: JB-UPP-3C 03-C-841 TO: CONDUIT TEE 1 MFR » MAU-1091 THERMOSTAT CONTROL 03-C-671 03-S-679 03E01 2" 2 31CS416 1 #14 XHHW-2 FR: WIREWAY(WWS) 03.5773 03E05 1 21CS#16 TO: WIREWAY WWS-1 (VIA VIA JB-LOW-3S & JB-UPP-3S) 1 31CS-#16 » LCP-1001 POT 03-S-600 1 31CS-#16 » AE-1090A SIGNAL 03-S-655 1 2/CS-#16 » FIT-1D01 SIGNAL 03-S661 03-C-680 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR SUMP PUMP J-BOX TO VCP-106D 2 #14 » LSH-1060 CONTROL 2 #14 » LSI-1060 CONTROL 2 #14 » LS2-1060 CONTROL 2 #14 » LSL-1060 CONTROL 2 #14 » LSLL-1D60 CONTROL 2 #14 » LE-1060 POWER July 2013 - DRAFT 16990E-10 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION D LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-681 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR. SUMP PUMP J-BOX 4 014 XHHW-2 TO VCP-1060 3 #12 » PMP-1061 POWER 2 #14 » MSH-1081 CONTROL 2 #14 » TSH-1061 CONTROL 03-P-682 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR SUMP PUMP J-BOX 4 #14 XHHW-2 TO VCP-1060 3 012 » PMP-1062 POWER 2 014 » MSH-1062 CONTROL 2 #14 >> TSH-1062 CONTROL 03-C-689 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR VCP-1060 03-C-775 TO WIREWAY (W WC) 12 014 >> VCP-1060 CONTROL 4 #14 >> VCP-1060 SPARE 03-P-689 03E01 0.75" 3 #10 XHHW-2 1 #10 XHHW-2 FR VCP-1060 03-P-691 TO WIREWAY (WWP) 3 #10 » VCP-1060 POWER 03-P-691 03E01 1" 3 #10 XHHW-2 1 #10 XHHW-2 FR WIREWAY(WWP) 03E05 6 012 XHHW-2 TO EX MCC-1000 (VIA J&LOW-3P, JB-UPP-3P, & WWP-2) 3 #12 >> VCP-1030 POWER 03-P-331 3 012 >> VCP-1050 POWER 03-P-531 3 #10 >> VCP-1060 POWER 03-P-689 03-C-700 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR LCP-1002 03-C-709 TO J-BOX 8 014 >> LCP-1002 CONTROL 4 #14 >> LCP-1002 SPARE 03-P-700 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR PMP-1002 03-C-701 2 012 XHHW-2 TO CONDUIT TEE 2 #14 XHHW-2 3 #8 >> PMP-1002 POWER 2 #12 >> MWH-1002 POWER 2 #14 >> TSH-1002 CONTROL 03-S-700 03E01 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR LCP-1002 03-S-771 TO WIREWAY (WWS) 1 3/CS-#16 >> LCP-1002 POT 03-C-701 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-709 TO J-BOX 2 #14 >> TSH-1002 CONTROL 03-P-700 03-P-701 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03E04 2 012 XHHW-2 TO: VFD-1002 (VIA TRENCH, JB-LOW-3P, & JB-UPP-3P) 3 #8 >> PMP-1002 POWER 03-P-700 2 #12 >> MWH-1002 POWER 03-P-700 03-C-705 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1002A 03-C-709 TO: J-BOX 2 #14 » PSL-1002A CONTROL 03-C-707 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-1002B 03-C-709 TO: J-BOX 2 #14 » PSH-1002B CONTROL 03-C-709 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-713 TO: CONDUIT TEE 8 014 >> LCP-1002 CONTROL 03-C-700 4 #14 >> LCP-1002 SPARE 03-C-700 2 #14 >> TSH-1002 CONTROL 03-C-701 2 #14 >> PSL-1002A CONTROL 03-C-705 2 #14 >> PSH-1002B CONTROL 03-C-707 03-C-711 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1002F 03-C-713 TO: CONDUIT TEE 2 #14 » ZSOC-1002F CONTROL 03-C-713 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-715 TO: CONDUIT TEE 8 #14 >> LCP-1002 CONTROL 03-C-709 4 #14 >> LCP-1002 SPARE 03-C-709 2 #14 » TSH-1002 CONTROL 03-C-709 2 #14 >> PSL-1002A CONTROL 03-C-709 2 #14 » PSH-ID02B CONTROL 03-C-709 2 #14 » ZSOC-1002F CONTROL 03-C-711 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR. ZSOC-1002E 03-C-715 177r TO CONDUIT TEE 2 #14 » ZSOC-1002E CONTROL July 2013 - DRAFT 16990E-11 8900A10 pw://Carollo/Documents/ClienVMLubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE 0 SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-715 03E01 1" 22 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-719 TO: CONDUIT TEE 8 #14 » LCP-1002 CONTROL 03-C-713 4 #14 » LCP-1002 SPARE 03-C-713 2 #74 » TSH-1002 CONTROL 03-C-713 2 #14 » PSL-1002A CONTROL 03-C-713 2 #14 » PSH-1002B CONTROL 03-C-713 2 #14 » ZSOC-1002F CONTROL 03-C-713 2 #14 » ZSGC-1002E CONTROL 03-C-714 03-C-717 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1D02G 03-C-719 TO: CONDUIT TEE 2 #14 » ZSOC-1002G CONTROL 03-C-719 03E01 1.5" 24 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-776 TO: WIREWAY (WWC) 8 #14 » LCP-1002 CONTROL 03-C-715 4 #14 » LCP-1D02 SPARE 03-C-715 2 #14 » TSH-1002 CONTROL 03-C-715 2 #14 » PSL-1002A CONTROL 03-C-715 2 #14 » PSH-1002B CONTROL 03-C-715 2 #14 » ZSOC-1002F CONTROL 03-C-715 2 #14 » ZSOC-1002E CONTROL 03-C-715 2 #14 » ZSOC-1002G CONTROL 03-C-717 03-C-740 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1002A 03-C-741 TO: WIREWAY (WWC) 8 #14 » EDR-1D02A CONTROL(LCP) 7 #14 » EDR-1D02A CONTROL(RTU) 3 #14 » EDR-1D02A SPARE RTU 03-P-740 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002A 03-P-741 TO: WIREWAY (WWP) 3 #12 » EDR-1D02APOWER 03-C-741 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1002A TO: WIREWAY (WWC) 8 #14 »EDR-1002A CONTROL LCP 03-C-740 03-P-741 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002A DISCONNECT 03-P-759 TO: WIREWAY (W WP) 3 #12 » EDR-1002APOWER 03-P-740 3 #12 »EDR-1002A POWER DISCONNEC 03-C-750 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1002C 03-C-751 TO: WIREWAY (WWC) 8 #14 » EDR-1002C CONTROL (LCP) 7 #14 » EDR-1002C CONTROL(RTU) 3 #14 » EDR-1002C SPARE RTU 03-P-750 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002C 03-P-751 TO: WIREWAY (WWP) 3 #12 » EDR-1D02C POWER 03-C-751 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1002C TO: WIREWAY (WWC) 8 #14 »EDR-1002C CONTROL LCP 03-C-750 03-P-751 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002C DISCONNECT 03-P-759 TO: WIREWAY (WWP) 3 912 » EDR-1002C POWER 03-P-750 3 #12 » EDR-1002C POWER(DISCONNECT) 03-S-755 03E01 0.75" 1 31CS-#16 1 #14 XHHW-2 FR: AE-10908 03-5771 TO: WIREWAY (WWS) 1 31CS-#16 » AE-1090B SIGNAL 03-P-759 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAY(WWP) 03E05 TO: PP-10DOA (VIA JB-LOW-3P, JB-UPP-3P, 8 WWP-1) 3 #12 » EDR-1002A POWER (DISCONNECT) 03-P-741 3 #12 » EDR-1002C POWER(DISCONNECT) 03-P-751 03-S-760 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1002 03-S-761 TO FIT-1002 1 MFR » FE-1D02 MFR SIGNAL 03-C-761 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR FIT-1002 03-C-776 1 1 TO WIREWAY (WWC) 2 #14 » FIT-1002 POWER July 2013 - DRAFT 16990E-12 890OA10 pw://Carollo/Documents/ClienVMLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-S-761 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FIT-1002 03-S-771 1 2ICS-#16 TO: WIREWAY (W WS) 1 MFR » FE-1002 MFR SIGNAL 03-S-760 1 2ICS-#16 » FIT-1002 SIGNAL 03-C-771 03E01 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR: XSH-1091 03-C-838 03E04 TO: J-BOX (VIA J&LOW-3C & JB-UPP-3C) 4 #14 » XSH-1091 TO LCP-1090 2 #14 » XSH-1091 TO FACP-1000 03-S-771 03E01 2" 6 3ICS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS) 03-S-773 03E05 4 2IC"16 TO: WIREWAY WWS1 (VIA VIA JB-LOW-3S & JB-UPP-3S) 1 31CS416 >> LCP-1011 POT 03-S-100 1 2ICS 16 >> FIT-1011 SIGNAL 03-S-121 1 3ICS416 » LCP-1021 POT 03-S-200 1 2ICS-#16 > FIT-1021 SIGNAL 03-S-221 1 3ICS-#16 »LCP-1031 POT 03-S-300 1 2ICS416 > FIT-1031 SIGNAL 03-S-321 1 3ICS-#16 » LCP-1051 POT 03-S-500 1 3ICS-#16 > LCP-1002 POT 03-S-700 1 3ICS-#16 >> AE-1090B SIGNAL 03-S-755 1 2ICS-#16 >> FIT-1002 SIGNAL 03-S-761 03-C-773 03E01 2" 72 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY (WWC) 03-C-973 03E05 TO WIREWAY WWC-1(VIA JB-LOW-3C&J&UPP-3C) 2 014 >> TSH-1011 CONTROL 03-C-119 2 #14 » PSH-1011B CONTROL 03-C-119 8 #14 » LCP-1011 CONTROL 03-C-119 4 #14 » LCP-1011 SPARE 03-C-119 2 #14 >> PSL-1011A CONTROL 03-C-119 2 #14 » FIT-1011 POWER 03-C-121 4 #14 >> VCP-1010 CONTROL (TO RTU) 03-C-131 4 #14 » VCP-1010 SPARE (TO RTU) 03-C-131 4 #14 >> VCP-1010 CONTROL (TO VFD) 03-C-131 4 #14 >> VCP-1010 SPARE (TO VFD) 03-C-131 2 #14 >> TSH-1021 CONTROL 03-C-219 2 #14 » PSH-10218 CONTROL 03-C-219 8 #14 >> LCP-1021 CONTROL 03-C-219 4 #14 » LCP-1021 SPARE 03-C-219 2 #14 >> PSL-1021A CONTROL 03-C-219 2 #14 >> FIT-1021 POWER 03-C-221 4 #14 » VCP-1020 CONTROL (TO RTU) 03-C-231 4 #14 » VCP-1020 SPARE (TO RTU) 03-C-231 4 #14 >> VCP-1020 CONTROL (TO VFD) 03-C-231 4 #14 »VCP-1020 SPARE O VFD 03-C-231 03-S-773 03E03 1.5" 4 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY(WWS-1) 03-S-775 03E05 2 3ICS#16 TO CONDUIT TEE 2 2ICS-#16 1 3ICS-#16 >> AE-1090A SIGNAL 03-S-679 1 2ICS-#16 >> AIT-1090ASIGNAL 1 3ICS-#1S » AE-10908 SIGNAL 03-S-771 1 2ICS-#16 >> AIT-10908 SIGNAL 2 014 >> AIT-1090A POWER 03-S-775 2 #14 » AIT-1090B POWER 03-S-777 03-C-774 03E01 2" 70 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY(WWC) 03-C-974 03E05 TO WIREWAY WWC-1(VIA JB-L0W-3C8J&UPP-3C) 2 #14 >> TSH-1031 CONTROL 03-C-319 2 #14 » PSH-1031B CONTROL 03-C-319 8 #14 » LCP-1031 CONTROL 03-C-319 4 #14 >> LCP-1031 SPARE 03-C-319 2 #14 » PSL-1031A CONTROL 03-C-319 2 #14 >> FIT-1031 POWER 03-C-321 4 #14 » VCP-1030 CONTROL (TO RTU) 03-C-331 4 #14 » VCP-1030 SPARE (TO RTU) 03-C-331 4 #14 >> VCP-1030 CONTROL (TO VFD) 03-C-331 4 #14 >> VCP-1030 SPARE (TO VFD) 03-C-331 2 #14 >> TSH-1051 CONTROL 03-C-519 2 #14 >> PSH-1051B CONTROL 03-C-519 8 #14 » LCP-1051 CONTROL 03-C-519 4 #14 >> LCP-1051 SPARE 03-C-519 2 #14 >> PSL-1051A CONTROL 03-C-519 4 #14 » VCP-1050 CONTROL (TO RTU) 03-C-531 4 #14 >> VCP-1050 SPARE (TO RTU) 03-C-531 4 014 >> VCP-1050 CONTROL (TO VFD) 03-C-531 4 #14 >> VCP-1050 SPARE O VFD 03-C-531 July 2013 - DRAFT 1699OB-13 8900A10 pw://Carollo/Documents/Client[MLubbock/690OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-775 03E01 2" 78 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC) 03-C-975 03E05 TO: WIREWAY WWC-1 (VIAJB-LOW-3C & JB-UPP-3C) 8 #14 »LCP-1001 CONTROL 03-C-619 4 #14 » LCP-1001 SPARE 03-C-619 2 #14 » TSH-1001 CONTROL 03-C-619 2 #14 » PSL-1001A CONTROL 03-C-619 2 #14 »PSH-1001B CONTROL 03-C-619 4 #14 » ZSOC-1001F CONTROL 03-C-619 2 #14 » ZSOC-1001G CONTROL 03C-619 2 #14 » ZSOC-1002D CONTROL 03-C-629 4 #14 » ZSOC-1001E CONTROL 03•C•629 7 #14 » EDR-1001 D CONTROL (RTU) 03C-649 3 #14 » EDR-1001 D SPARE (RTU) 03•C•649 7 #14 »EDR-1001A CONTROL (RTU) 03-C•649 3 #14 » EDR-1001A SPARE (RTU) 03-C-649 7 #14 » EDR-1001C CONTROL (RTU) 03-C•650 3 #14 » EDR-1001C SPARE (RTU) 03-C-650 2 #14 » FIT-1001 POWER 03-C-661 12 #14 » VCP-1060 CONTROL 03-C-689 4 #14 » VCP-1050 SPARE 03-C-689 03-S-775 03E03 0.75" 2 #14 XHHW-2 1 #14 XHHW2 FR: CONDUITTEE 03•S-773 1 3/CS-#16 TO: AIT-1090A 1 2/CS-#16 1 3/CS416 » AE-1090A SIGNAL 03-S-773 1 2/CS-#16 » AIT-1090ASIGNAL 2 #14 » AIT-1090A POWER 03•C-776 03E01 2" 46 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC) 03-C-976 03E05 TO: WIREWAY WWC-1(VIA JB•LOW-3C&JB-UPP-3C) 8 #14 » LCP-1002 CONTROL 03-C-719 4 #14 » LCP-1002 SPARE 03-C-719 2 #14 » TSH-1002 CONTROL 03-C-719 2 #14 » PSL-1002A CONTROL 03-C-719 2 #14 » PSH-1002B CONTROL 03-C-719 2 #14 » ZSOC-1002F CONTROL 03-C-719 2 #14 » ZSOC-1002E CONTROL 03-C-719 2 #14 » ZSOC-1002G CONTROL 03-C-719 7 #14 » EDR-1002A CONTROL (RTU) 03C-740 3 #14 » EDR-1002A SPARE (RTU) 03-C-740 7 #14 » EDR-1002C CONTROL (RTU) 03-C-750 3 #14 » EDR-1002C SPARE (RTU) 03C•750 2 #14 » FIT-1002 POWER 03-C-761 03-S•777 03E03 0.76" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-S-773 1 3ICS-#16 TO: AIT-1090B 1 2/CS-#16 1 3/CS416 » AE-1090B SIGNAL 03-S-773 1 2ICS-#16 » AIT-1090B SIGNAL 2 #14 » AIT-1090B POWER 03•C-800 03E03 0.75" 4 #12 XHHW-2 1 #12 XHHW-2 FR: GO / NO-GO LIGHT 03•C-808 TO: J-BOX 4 #12 » GO / NO-GO LIGHT CONTROL 03-P-800 03E03 0.75" 3 #10 XHHW2 1 #10 XHHW-2 FR: MAU•1092 03-P-813 TO: CONDUIT TEE (VIA DISCONNECT) 3 #10 » MAU-1092POWER 03-C-803 03E03 0.75" 4 #12 XHHW-2 1 #12 XHHW-2 FR: GO/NO-GO LIGHT 03-C•807 TO: J-BOX 4 #12 » GO I NO-GO LIGHT CONTROL 03-C-804 03E03 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: MAU•1091 03-C-805 1 MFR CABLE TO: CONDUIT TEE 10 #14 » MAU-1091 CONTROL (TO RTU) 6 #14 » MAU-1091 CONTROL (TO LCP-1090) 1 MFR » MAU-1091 THERMOSTAT CONTROL 03-C•843 03-C-805 03E03 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-807 TO: J-BOX 10 #14 » MAU•1091 CONTROL (TO RTU) 03-C-804 6 #14 » MAU-1091 CONTROL O LCP-1090 03-C•804 03-C-806 03E03 1" 16 #14 XHHW-2 1 #14 XHHW2 FR: MAU-1092 03-C-807 1 MFR CABLE TO: CONDUIT TEE 10 #14 » MAU-1092 CONTROL (TO RTU) 6 #14 » MAU-1092 CONTROL (TO LCP-1090) 1 MFR » MAU-1092 THERMOSTAT CONTROL 03-C-845 July 2013 - DRAFT 16990E-14 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE 9 SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-807 03EO3 1.5" 4 #12 XHHW-2 1 #12 XHHW2 FR: J-BOX 03-C-808 32 #14 XHHW-2 TO: CONDUIT TEE 4 #12 » GO I NO-GO LIGHT CONTROL 03-C•803 10 #14 > MAU-1091 CONTROL (r0 RTU) 03-C-805 6 #14 » MAU-1091 CONTROL (r0 LCP-1D90) 03-C•805 10 #14 » MAU-1092 CONTROL (TO RTU) 03-C-806 6 #14 >> MAU-1092 CONTROL OLCPAD90 03-C-806 03-C-808 03EO3 1.5" 8 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUIT TEE 03-C-819 32 #14 XHHW2 TO: CONDUITTEE 4 012 » GO / NO-GO LIGHT CONTROL 03-C-800 4 #12 >> GO / NO-GO LIGHT CONTROL 03-C-807 10 014 » MAU-1D91 CONTROL (r0 RTU) 03-C-807 6 #14 >> MAU-1091 CONTROL (r0 LCP-1090) 03-C-807 10 #14 >> MAU-1092 CONTROL (TO RTU) 03-C-807 6 #14 >> MAU-1092 CONTROL O LCP-1090 03-C•807 03-C-810 03EO3 0.75" 4 #12 XHHW-2 1 #12 XHHW-2 FR: GO / NO-GO LIGHT 03•C-815 TO: CONDUIT TEE 4 #12 >> GO I NO-GO LIGHT CONTROL 03-P-810 03EO3 0.75" 3 #10 XHHW-2 1 #10 XHHW-2 FR: MAU-1091 03-P-813 TO: CONDUIT TEE (VIA DISCONNECT) 3 #10 » MAU-1091 POWER 03-C-811 03EO3 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR: NO-GO STROBE AND HORN 03-C-815 TO: CONDUIT TEE 2 #12 » NO-GO STROBE AND HORN CONTROL 03-P-813 03EO3 0.75" 6 #10 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03-P-819 TO: CONDUIT TEE 3 910 » MAU-1092 POWER 03-P•800 3 #10 >> MAU-1091 POWER 03-P-810 03-C-815 03EO3 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUITTEE 03-C-819 TO: CONDUIT TEE 4 #12 >> GO / NO-GO LIGHT CONTROL 03-C-810 2 #12 » NO-GO STROBE AND HORN CONTROL 03-C•811 03-P-815 03EO3 0.75" 3 #10 XHHW-2 1 #10 XHHW2 FR: HOI-1040 03-P•819 TO: CONDUIT TEE (VIA DISCONNECT) 3 #10 >> HOI-1040 POWER 03-C-819 03EO3 1.5" 14 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUIT TEE 03•C-961 03EOS 32 #14 XHHW-2 TO: WIREWAY(WWC-1) 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-808 4 #12 >> GO / NO-GO LIGHT CONTROL 03-C-808 10 #14 » MAU-1091 CONTROL (O RTU) 03-C-808 6 014 » MAU-1091 CONTROL (O LCP-1090) 03-C-8138 10 914 » MAU-1D92 CONTROL (o RTU) 03-C•808 6 014 >> MAU-1092 CONTROL (O LCP-1090) 03-C-808 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-815 2 #12 >> NO-GO STROBE AND HORN CONTROL 03-C-815 03-P-819 03EO3 1" 9 #10 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03EO4 TO: PP-1DD0A 3 #10 » MAU-1092 POWER 03-P-813 3 #10 >> MAU-1091 POWER 03-P-813 3 #10 >> HOI.1040 POWER 03-P-815 03-C-820 03EO3 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR: PRV-1093 03-C-961 TO: WIREWAY (WWC-1) 2 #12 » PRV-1093 POWER 03-P-820 03EO3 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: PRV-1094 03-P-829 TO: CONDUIT TEE 3 #12 >> PRV-1094 POWER 03-P•823 03EO3 0.75" 3 912 XHHW-2 1 #12 XHHW-2 FR: PRV•1096 03-P-829 TO: CONDUIT TEE 3 #12 >> PRV-1096 POWER 03-P-829 03EO3 0.75" 6 #12 XHHW2 1 912 XHHW-2 FR: CONDUITTEE 03-P-974 03EOS TO: WIREWAY WWP-2P 3 #12 >> PRV-1094 POWER 03-P-820 3 #12 » PRV-109S POWER 03-P•823 03-C-830 03EO3 0.75" 6 #14 XHHW-2 1 #14 XHHW2 FR: XSH-1092 03-C-833 TO: CONDUIT TEE 4 #14 >> XSH-i D92TOLCP-1090 2 #14 » XSH-1092 TO FACP-10DO July 2013 - DRAFT 1699OB-15 890OA10 pw://Carollo/Documents/ClientlrX/Lubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE • SIZE TYPE • SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-831 03E03 075" 6 #14 XHHW-2 1 #14 XHHW2 FR: XSH-10 9' 4 03-C-633 TO: CONDUIT TEE 4 #14 » XSH-1094 TO LCP-1090 2 #14 » XSH-1094 TO FACP-1000 03•C-833 03E03 075" 12 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03•C-836 TO: CONDUIT TEE 4 #14 » XSH-1092 TO LCP-1090 03-C-830 2 #14 » XSH-1092 TO FACP-1000 03-C-830 4 #14 »XSH-1094 TO LCP-1090 03-C-831 2 #14 » XSH-1094 TO FACP-1000 03-C-831 03-C-835 03E03 075" 6 #14 XHHW-2 1 #14 XHHW2 FR: XSH-1096 03-C-836 TO: CONDUIT TEE 4 #14 » XSH-1096 TO LCP-1090 2 #14 » XSH-1096 TO FACP-1000 03-C-836 03E03 1" 18 #14 XHHW-2 1 #14 XHHW2 FR: CONDUIT TEE 03-C-838 03E04 TO: J•BOX 4 #14 » XSH-1092 TO LCP-1090 03-C-833 2 #14 » XSH-1092 TO FACP-1000 03-C•833 4 #14 » XSH-1094 TO LCP-1090 03-C-833 2 #14 » XSH-1094 TO FACP-1D00 03-C•833 4 #14 » XSH-1098 TO LCP-1090 03-C-835 2 #14 » XSH-1096 TO FACP-10D0 03•C-835 03-C-837 03E03 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR: XSH-1095 03-C-838 03E04 TO: J-BOX 4 #14 » XSH-1095 TO LCP-1090 2 #14 » XSH-1D95 TO FACP-1000 03-C-838 03E04 1" 20 #14 XHHW2 1 #14 XHHW2 FR: J-BOX TO: LCP•1090 4 #14 » XSH-1091 TO LCP-1090 03-C-771 4 #14 » XSH-1092 TO LCP-1090 03-C-836 4 #14 » XSH-1094 TO LCP-1090 03-C-836 4 #14 » XSH-1096 TO LCP-1090 03-C•836 4 #14 » XSH-1095 TO LCP-1090 03-C-837 03-C•839 03E04 0.75" 10 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX TO: FACP-1000 2 #14 » XSH-1091 TO FACP•10DO 03-C-771 2 #14 » XSH-1092 TO FACP•1000 03-C-836 2 #14 » XSH-1094 TO FACP-10DO 03-C-836 2 #14 » XSH-1096 TO FACP-1D00 03-C-836 2 #14 » XSH-1095 TO FACP-1D00 03-C-837 03-C-840 03E04 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: MAU-1092 THERMOSTAT 03•C-841 TO: CONDUIT TEE 1 MFR » MAU-1092 THERMOSTAT CONTROL 03-C-841 03E04 0.75" 2 MFR CABLE 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-843 TO: CONDUIT TEE 1 MFR » MAU-1091 THERMOSTAT CONTROL 03•C•675 1 MFR » MAU-1092 THERMOSTAT CONTROL 03-C-840 03•C-843 03E04 0.75" 1 MFR CABLE 1 #14 XHHW2 FR: CONDUITTEE 03-C-804 TO: CONDUIT TEE 1 MFR » MAU-1091 THERMOSTAT CONTROL 03-C-841 03-C-845 03E04 0.75" 1 MFR CABLE 1 #14 XHHW2 FR: CONDUIT TEE 03-C-806 TO: CONDUIT TEE 1 MFR » MAU-1092 THERMOSTAT CONTROL 03-C-841 03-C-850 03E03 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: AIT-1090A 03-C-853 TO: CONDUIT TEE 4 #14 » AIT-1090A CONTROL 03-C-851 03E03 0.75" 4 #14 XHHW-2 1 #14 XHHW2 FR: AIT-1090B 03-C-853 TO: CONDUIT TEE 4 #14 » AIT-10908 CONTROL 03-C-853 03E03 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-961 03E04 TO WIREWAY (WWC-1) 4 #14 » AIT-1090A CONTROL 03-C-850 4 #14 » AIT-10908 CONTROL 03-C-851 03-L-900 03E04 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR FACP-1000 TO LP-1000A 2 #12 » FACP-1000 POWER July 2013 - DRAFT 16990E-16 890OA10 pw://Carollo/Documents/ClienVMLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-L-910 03EO4 1.5" 3 #1 XHHW-2 1 #6 XHHW-2 FR. LP-1000A TO XFMR-t00A 3 #1 » LP-1000A POWER 037951 -Fm WIREWAY W WS TO RTU-4 PCM-02 1 1 21CS416 » AIT-1001A SIGNAL PCW02 1 1 2/CS-#16 » AIT-1001A POWER 03-S-952 075" 2 2/CS-#16 1 #14 XHHW-2 FR WIREWAYWWS TO RTU-4 PCM-02.1 1 21CS416 » AIT-1002A SIGNAL PCM-02.1 1 2/CS#16 » AIT-1002A POWER 037p-955 O. 6 1 1 1 WIREWAY WWP-1 TO MCC-1000 PCM-02 1 3 #12 » BLO-1001A POWER PCM-02.1 3 #12 » BLO-1002A POWER 03-C-961 03E05 2" 16 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAY(WWC-1) 20 014 XHHW-2 TO: LCP-1090 4 912 » GO / NO-GO LIGHT CONTROL 03-C-819 4 912 » GO / NO-GO LIGHT CONTROL 03-C-819 6 914 » MAU-1091 CONTROL (TO LCP-1090) 03-C-819 6 914 » MAU-1092 CONTROL (TO LCP-1090) 03-C-819 4 912 » GO / NO-GO LIGHT CONTROL 03-C-819 2 #12 » NO-GO STROBE AND HORN CONTROL 03-C-819 2 912 » PRV-1093 POWER 03-C-820 4 914 » AIT-1090A CONTROL 03-C-853 4 #14 » AIT-10908 CONTROL 03-C-853 03-C-962 03E05 15" 2 #10 XHHW-2 1 #10 XHHW-2 FR: LCP-1090 03-C-975 28 914 XHHW-2 TO WIREWAY (WWC-1) 2 910 » LCP-1090 POWER 9 914 » LCP-1090 CONTROL 7 014 » LCP-1090 SPARE 4 014 » MS-1094 CONTROL TO LCP-1090 03-C-964 4 #14 » MS-1095 CONTROL TO LCP-1090 03-C-964 4 #14 » MS-1096 CONTROL TO LCP-1390 03-C-9S4 03-C-9 4 03EOS 2" 68 #14 XHHW-2 1 #14 XHHW-2 FR. EX MCC-1000 03-C-962 TO: WIREWAY (WWC-1) 10 914 » MS-1094 CONTROL TO RTU 4 914 » MS-1094 SPARE TO RTU 4 #14 » MS-1094 CONTROL TO LCP-1090 10 914 » MS-1095 CONTROL TO RTU 4 914 » MS-1095 SPARE TO RTU 4 914 » MS-1095 CONTROL TO LCP-1090 10 914 » MS-1096 CONTROL TO RTU 4 914 » MS-1096 SPARE TO RTU 4 914 » MS-1095 CONTROL TO LCP-1090 8 914 » ATS-1000 CONTROL 6 #14 » ATS-1000 SPARE 03-C-967 03EO5 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: FACP-1000 03-C-977 TO: WIREWAY (WWC-1) 20 #14 » FACP-1000 CONTROL 03• -9 3 03 0 - 3' 124 #14 XHHW-2 _1 #14- XHHW-2 FR: WIREWAY (WWC-1) TO: RTU-4 2 #14 » TSH-1011 CONTROL 03-C-773 2 #14 » PSH-10118 CONTROL 03-C-773 6 #14 » LCP-1011 CONTROL 03-C-773 4 #14 » LCP-1011 SPARE 03-C-773 2 914 » PSL-1011A CONTROL 03-C-773 2 #14 » FIT-1011 POWER 03-C-773 4 914 » VCP-1010 CONTROL (TO RTU) 03-C-773 4 914 » VCP-1010 SPARE (TO RTU) 03-C-773 28 914 » VFD-1011 CONTROL 03-C-981 6 914 » VFD-1011 SPARE 03-C-981 2 914 » TSH-1021 CONTROL 03-C-773 2 #14 » PSH-1021B CONTROL 03-C-773 8 914 » LCP-1021 CONTROL 03-C-773 4 914 » LCP-1021 SPARE 03-C-773 2 914 » PSL-1021A CONTROL 03-C-773 2 #14 » FIT-1021 POWER 03-C-773 4 #14 » VCP-1020 CONTROL (TO RTU) 03-C-773 4 #14 » VCP-1020 SPARE (TO RTU) 03-C-773 28 #14 » VFD-1021 CONTROL 03-C-982 6 #14 » VFD-1021 SPARE 03-C-982 July 2013 - DRAFT 16990B-17 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/890OA10ISpecifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-973 03E05 1.5" 3 #1 XHHW-2 1 #8 XHHW-2 FR: XFMR-1000A TO. EX MCC-1000 (VIA WWP-2) 3 #1 » XFMR-10DOAPOWER 79 3 03E05 2" 4 #14 H -2 1 #14 XH I WAY(WWS1) 03.5.981 2 31CS416 TO RTU-4 PCM-02 10 21CS416 1 2/CS-#16 » UT-1001 SIGNAL 03-5059 PCM-02 i 2/CS-#16 » LIT-1002 SIGNAL 03.5059 2 2/CS-#16 » VFD-1001 SIGNALS 03-S991 1 3/CS-#16 > LCP-1001 POT 03-5679 1 2/CS-#16 » FIT-1001 SIGNAL 03-S679 1 3/CS-#16 » LCP-1002 POT 03-5992 2 2/CS-#16 >> VFD-1002 SIGNALS 03-5992 1 21CS416 » FIT-1002 SIGNAL 03_5771 1 21CS416 » AIT-1090A SIGNAL 03-5773 1 2/CS-#16 >> AIT-1090B SIGNAL 0 S-773 2 #14 >> AIT-1090A POWER 03-5773 2 #14 » AIT-1090B POWER 03.5773 03-C-9743" 122 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) TO: RTU-4 2 #14 >> TSH-1031 CONTROL 03-C-774 2 014 » PSH-1031B CONTROL 03-C-774 8 #14 >> LCP-1031 CONTROL 03-C-774 4 014 » LCP-1031 SPARE 03-C-774 2 #14 » PSL-1031A CONTROL 03-C-774 2 #14 » FIT-1031 POWER 03-C-774 4 014 >> VCP-1030 CONTROL (TO RTU) 03-C-774 4 #14 » VCP-1030 SPARE (rO RTU) 03-C-774 28 014 >> VFD-1031 CONTROL 03-C-983 6 #14 » VFD-1031 SPARE 03-C-983 2 #14 >> TSH-1051 CONTROL 03-C-774 2 #14 >> PSH-1051B CONTROL 03-C-774 8 #14 >> LCP-1051 CONTROL 03-C-774 4 #14 » LCP-1051 SPARE 03-C-774 2 014 » PSL-1051A CONTROL 03-C-774 4 #14 » VCP-1050 CONTROL (rO RTU) 03-C-774 4 014 » VCP-1050 SPARE (TO RTU) 03-C-774 28 #14 » VFD-1051 CONTROL 03-C-985 6 #14 » VFO-1051 SPARE 03-C-985 03-P-974 03E05 0.75" 9 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAYWWP-2 TO: EX MCC-10D0 3 #12 » PRV-1095 POWER 03-P-050 3 S12 » PRV-1094 POWER 03-P-829 3 #12 » PRV-1096 POWER 03-P-829 0- rg 74 03E05 2" 4 3/CS#16 1 #14 XHHW-2 FIR: WIREWAY(WW51) 11 2/CS#16 TO: RTU-4 2 7JCS-016 » VFD-1011 SIGNALS 03-S981 1 3/CS-016 » LCP-1011 POT 03-5771 1 21CS-#16 » FIT-1011 SIGNAL 03-5771 2 21CS416 >> VFD-1021 SIGNALS 03-5982 1 3/CS#16 >> LCP-1021 POT 03-5771 1 21CS-XIS » FIT-1021 SIGNAL 03.5771 2 2/CS#16 >> VFD-1031 SIGNALS 03-5983 1 3/CS#15 » LCP-1031 POT 03-5771 1 2/CS#16 » FIT-1031 SIGNAL 03-5771 1 31CS#16 >> LCP-1051 POT 03-5771 2 21CS416 » VFD-1051 SIGNALS 03-5985 July 2013 - DRAFT 1699OB-18 8900A10 pw://Carollo/Documents/ClienVTX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-975 03EO5 3" 2 #10 XHHW-2 1 #10 XHHW-2 FR: WIREWAY(WWC-1) 126 #14 XHHW-2 TO: RTU-4 8 #14 » LCP-1001 CONTROL 03-C-775 4 #14 >> LCP-1001 SPARE 03-C-775 2 #14 >> TSH•1001 CONTROL 03-C-775 2 #14 » PSL-1 OO1A CONTROL 03•C-775 2 #14 >> PSH-1001B CONTROL 03•C-775 27 #14 » VFD•1001 CONTROL 03-C-991 5 #14 » VFD•1001 SPARE 03-C-991 4 #14 » ZSOC-1001F CONTROL 03-C-775 2 #14 » ZSOC-1001G CONTROL 03-C-775 2 #14 » ZSOC-10020 CONTROL 03-C-775 4 #14 >> ZSOC-1001E CONTROL 03-C-775 7 #14 >> EDR-1001D CONTROL (RTU) 03-C-775 3 #14 » EDR-1001D SPARE (RTU) 03-C-775 7 #14 >> EDR-1001A CONTROL (RTU) 03-C-775 3 #14 » EDR-1001A SPARE (RTU) 03-C-775 7 #14 >> EDR-1001C CONTROL (RTU) 03-C-775 3 #14 >> EDR-1001C SPARE (RTU) 03-C-775 2 #14 >> FIT-1001 POWER 03-C-775 12 #14 >> VCP-1060 CONTROL 03-C-775 4 #14 >> VCP-1060 SPARE 03-C-775 2 #10 » LCP-1090 POWER 03-C-962 9 #14 >> LCP-1090 CONTROL 03-C-962 7 #14 » LCP-1090 SPARE 03-C-962 03-C-976 03EO5 3" 128 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY(WWC-1) TO RTU-4 7 #14 >> EDR-1001B CONTROL 03-C-045 3 #14 >> EDR-1001B SPARE 03-C-045 7 #14 » EDR-1002B CONTROL 03-C•045 3 #14 >> EDR-1002B SPARE 03-C-045 10 #14 » AHU-1010 CONTROL 03•C-045 8 #14 » LCP-1002CONTROL 03-C-776 4 #14 >> LCP-1002 SPARE 03-C-776 2 #14 >> TSH-1002 CONTROL 03-C-776 2 #14 » PSL-1002A CONTROL 03-C-776 2 #14 >> PSH.1002B CONTROL 03-C-776 27 #14 >> VFD•1002 CONTROL 03-C•992 5 #14 » VFD-1002 SPARE 03-C-992 2 #14 >> ZSOC-1002F CONTROL 03-C•776 2 #14 » ZSOC-1002E CONTROL 03-C•776 2 #14 » ZSOC-1002G CONTROL 03-C-776 7 #14 >> EDR-1002A CONTROL (RTU) 03-C-776 3 #14 >> EDR-1002A SPARE (RTU) 03-C-776 7 #14 » EDR-1002C CONTROL (RTU) 03-C-776 3 #14 >> EDR-1002C SPARE (RTU) 03-C-776 2 #14 >> FIT-1002 POWER 03-C-776 10 014 >> MAU-1091 CONTROL (TO RTU) 03-C-819 10 #14 » MAU-1092 CONTROL O RTU 03-C-819 03-C-977 03E05 3" 6 #10 XHHW-2 1 #10 XHHW-2 FR: WIREWAY(WWC-1) 03-L-988 76 #14 XHHW-2 TO: RTU•4 10 #14 >> MS-1094 CONTROL TO RTU 03-C-964 4 #14 >> MS7094 SPARE TO RTU 03-C-964 10 #14 » MS-1095 CONTROL TO RTU 03-C-964 4 #14 » MS7095 SPARE TO RTU 03-C-964 10 #14 » MS-1096 CONTROL TO RTU 03-C-964 4 #14 >> MS-1096 SPARE TO RTU 03-C-964 8 #14 » ATS-1000 CONTROL 03-C-964 6 #14 >> ATS1000 SPARE 03-C-964 20 #14 » FACP-1000 CONTROL 03-C-967 2 #10 >> RTU-4 UPS POWER 2 #10 >> RTU-4 HVAC POWER 2 #10 >> RTU-4 LIGHT 8 RECEPTACLE POWER 03-C-981 03E05 1.5" 42 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03•C-973 TO: VFD-1011 4 014 >> VCP-1010 CONTROL (TO VFD) 01C-773 4 014 » VCP-1010 SPARE(TO VFD) 03-C-773 28 014 >> VFD-1011 CONTROL 6 #14 >> VFD-1011 SPARE 03-P-981 03EO4 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1001 TO: EX MCC-1000 3 #8 >> VFD-1001 POWER 03-S981 03EO5 1" 1 3/CS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS1) 03-S-974 2 2/CS-#16 TO: VFD•1011 1 3/CS-#16 >> LCP-1011 POT 03-S-973 2 2/CS-#16 » VFD•1011 SIGNALS July 2013 - DRAFT 16990E-19 8900A10 pw://Carollo/Documents/ClienUTX/Lubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7nn5 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-982 03E05 1.5" 42 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-973 TO: VFD-1021 4 #14 » VCP-1020 CONTROL (TO VFD) 03-C-773 4 #14 » VCP-1020 SPARE (TO VFD) 03-C-773 28 #14 » VFD-1021 CONTROL 6 #14 >>VFD-1021 SPARE 03-P-982 03E04 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1002 TO: EX MCC-1000 3 #8 >> VFD-1002 POWER 03-S-982 03E05 1" 1 3ICS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03.5974 2 21CS-#16 TO: VFD-1021 1 3ICS416 » LCP-1021 POT 03-S-973 2 21CS-#16 >> VFD-1021 SIGNALS 03-C-983 03E05 1.5" 42 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-974 TO: VFD-1031 4 #14 >> VCP-1030 CONTROL (TO VFD) 01C-774 4 #14 » VCP-1030 SPARE (TO VFD) 03-C-774 28 #14 >> VFD-1031 CONTROL 6 #14 » VFD-1031 SPARE 03-P-983 03E04 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1011 TO: EX MCC-1000 3 #8 » VFD-1011 POWER 03-S-983 03E05 1" 1 31CS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03-S-974 2 2/CS-#16 TO: VFD-1031 1 3ICS-#16 » LCP-1031 POT 03-S-973 2 2/CS-#16 » VFD-1031 SIGNALS 03-P-984 03E04 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1021 TO: EX MCC-1000 3 #8 >> VFD-1021 POWER 03-C-985 03E05 1.5" 42 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-974 TO: VFD-1051 4 #14 >> VCP-1050 CONTROL (TO VFD) 03-C-774 4 #14 >> VCP-1050 SPARE (TO VFD) 03-C-774 28 #14 » VFD-1051 CONTROL 6 #14 >> VFD-1051 SPARE 03-P-985 03E04 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1031 TO: EX MCC-1000 3 #8 >> VFD-1031 POWER 03-S-985 03E05 1" 1 3ICS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03-S-974 2 2/CS-#16 TO: VFD-1051 1 3ICS-#16 >> LCP-1051 POT 03-S-973 2 21CS-#16 >> VFD-1051 SIGNALS 03-P-986 03E04 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1051 TO: EX MCC-1000 3 #8 » VFD-1051 POWER 03-L-988 03E05 0.75" 6 #10 XHHW-2 1 #10 XHHW-2 FR: WIREWAY(WWC-1) TO: LP-1000A 2 #10 » RTU-4 UPS POWER 03-C-977 2 #10 >> RTU-4 HVAC POWER 03-C-977 2 #10 » RTU-4 LIGHT 6 RECEPTACLE POWER 03-C-977 03-P-988 03E04 2" 3 #410 XHHW-2 1 #4 XHHW-2 FR: HARMONIC FILTER TO: EX MCC-1000 3 #410 >> HARMONIC FILTER POWER 03-P-990 03E04 1.5" 3 #110 XHHW-2 1 #6 XHHW-2 FR: PP-1000A TO: EX MCC-1000 3 #1I0 » PP-1000APOWER 03-C-991 03E05 1.5' 32 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-975 TO: VFD-1001 27 #14 >> VFD-1001 CONTROL 5 #14 >> VFD-1001 SPARE 03-S-991 03E05 1" 1 31CS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03-S-973 2 2ICS-#16 TO: VFD-1001 1 3ICS416 >> LCP-1001 POT 03-S-973 2 2/CS-#16 >> VFD-1001 SIGNALS July 2013 - DRAFT 16990B-20 8900A10 pw://Carollo/Documents/ClienVTX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-992 03E05 1.5" 32 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY(WWC-1) 03-C-976 TO VFD-1002 27 #14 » VFD-1002 CONTROL 5 #14 » VFD-1002 SPARE 03-S-992 03E05 1" 1 3/CS418 1 #14 XHHW-2 FR WIREWAY(WWS-1) 03-S-973 2 2ICS418 TO VFD-1002 1 3/CS-#16 » LCP-1002 POT 03-S-973 2 2/CS416 » VFD-1002 SIGNALS END OF CONDUIT SCHEDULE END OF SECTION July 2013 - DRAFT 16990E-21 890OA10 pw://Carollo/Documents/ClienUMLubbock/8900A10/Specifications/16990B (FS) No Text SECTION 17405 PRESSURE/VACUUM MEASUREMENT - DIRECT PART1 GENERAL 1.01 SUMMARY A. Section includes: 1. Pressure transmitters and indicators. B. Related sections: 1. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. 2. It is the CONTRACTOR's responsibility for scheduling and coordinating the Work of subcontractors, suppliers, and other individuals or entities performing or furnishing any of CONTRACTOR's Work. 3. The following sections are related to the Work described in this Section. This list of related sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents. a. Section 01330 - Submittal Procedures. b. Section 17050 - Common Work Results for Process Control and Instrumentation Systems. c. Section 17401 - Pressure/Vacuum Measurement - Diaphragm and Annular Seals. d. Section 17402 - Pressure/Vacuum Measurement - Instrument Valves. e. Section 17950 - Testing, Calibration, and Commissioning. C. Provide all instruments identified in the Contract Documents. 1.02 REFERENCES A. As specified in Section 17050. 1.03 DEFINITIONS A. As specified in Section 17050. B. NEMA: 1. Type 4X enclosure in accordance with NEMA 250. C. Specific definitions: 1. Lower range value (LRV): Lowest pressure that the pressure transmitter is capable of measuring. 2. Upper range value (URV): Highest pressure that the pressure transmitter is capable of measuring. 3. Calibrated range: The range that the pressure transmitter is configured to measure. The low end of the calibrated range must be greater than the LRV of the transmitter. The high end of the calibrated range must be less than or April 2014 - CONFORMED 17405-1 890OA10 pw..//Camllo/Documents/Client MLubbock/890OA10/Specification/17405 (CONFORMED) equal to the URV. The calibrated range corresponds to the flow signal sent from the transmitter. 1.04 SUBMITTALS A. Furnish submittals as specified in Sections 01330 and 17050. B. Provide complete documentation covering the traceability of all calibration instruments. 1.05 QUALITY ASSURANCE A. As specified in Section 17050. B. Examine the complete set of Contract Documents and verify that the instruments are compatible with the installed conditions including: 1. Process conditions: Fluids, pressures, temperatures, flows, materials etc. 2. Physical conditions: a. Installation and mounting requirements. b. Location within the process. c. Accessories: Verify that all required accessories are provided and are compatible with the process conditions and physical installation. C. Notify the ENGINEER if any installation condition does not meet the instrument manufacturer's recommendations or specifications. D. Provide instruments manufactured at facilities certified to the quality standards of ISO 9001. 1.06 DELIVERY, STORAGE, AND HANDLING A. As specified in Section 17050. 1.07 PROJECT OR SITE CONDITIONS A. Project environmental conditions as specified in Section 17050. 1. Provide instruments suitable for the installed site conditions including, but not limited to, material compatibility, site altitude, site seismic conditions, humidity, and process and ambient temperatures. 1.08 WARRANTY A. As specified in Section 17050. 1.09 MAINTENANCE A. Furnish all parts, materials, fluids, etc. necessary for operation, maintenance, and calibration purposes throughout the warranty period. Deliver all of these supplies before project substantial completion. April 2014 - CONFORMED 17405-2 890OA10 purl/Carollo/Documents/Client MLubbock/890OA10/Specificafons/17405 (CONFORMED) PART 2 PRODUCTS 2.01 MANUFACTURERS A. One of the following or equal: 1. Rosemount: 3051 Series. 2. Yokogawa: EJA Series. 3. ABB: 264 Series. 4. Endress & Hauser: Cerabar S Series. 5. SMAR: LD300 Series. 2.02 MANUFACTURED UNITS A. Pressure transmitters — direct: 1. General: a. Pressure transmitter assembly shall include a diaphragm type pressure transducer and microprocessor based transmitter for measurement of gauge, vacuum, or absolute pressure. 2. Performance requirements: a. Maximum ratio of total instrument range to calibrated span: 10 to 1. b. Accuracy: 1) Reference accuracy: Plus or minus 0.075 percent of calibrated span, including effects of hysteresis, nonlinearity, and repeatability. 2) Total performance accuracy: Plus or minus 0.30 percent of calibrated span, including reference accuracy effects, static pressure and ambient temperature effects. 3) Stability: Plus or minus 0.15 percent of upper range limit over 5 years. 3. Element: a. Diaphragm type transducer integral to pressure transmitter. b. Diaphragm material: Stainless steel or ceramic. c. Process material compatibility: 1) Verify all material compatibilities with the instrument manufacturer. d. Process connection: As specified in the Instrument Data Sheets. 4. Transmitter: a. Power supply: 1) 24 VDC - 2 wire loop powered. 2) Power consumption: 3 VA maximum. b. Outputs: 1) Isolated 4-20mA DC with HART communication protocol. 2) Provided with electronic microprocessor. c. Adjustments: Adjustable electronic zero and span, with elevated or suppressed zero as required by application. Adjustment shall be possible without mechanical fulcrum points or handheld configurator. d. Local display: 1) 5-digit LCD. 2) Scaled in engineering units. e. Enclosure: NEMA Type 4X. f. Over range protection: To maximum process line pressure. g. Conduit: 1/2 inch male NPT. April 2014 - CONFORMED 17405-3 890OA10 par.#Carollo/DocumenLUClienUMLubbock/890OA10/Specificafions/17405 (CONFORMED) 5. Components: a. Transmitter mounting: 1) As specified in the Instrument Data Sheets. 2) Provide all necessary hardware for transmitter mounting. 2.03 ACCESSORIES A. Provide valve manifolds as specified in Section 17402: 1. Mount valve manifold integrally to the transmitter. 2. Valve manifold and transmitter shall be assembled by Manufacturer and shipped as an assembly. 3. Provide remote or integral diaphragm seals as specified in the Instrument Data Sheets and in Section 17401. B. Provide sunshades for outdoor installations. 2.04 SOURCE QUALITY CONTROL A. As specified in Section 17050. B. Factory calibrate each instrument with a minimum 3-point calibration or according to Manufacturer's standard at a facility that is traceable to the National Institute of Standards and Technology. 1. Submit calibration data sheets to the ENGINEER at least 30 days before shipment of the instruments to the project site. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the installation location for the instrument and verify that the instrument will work properly when installed. 1. Notify the ENGINEER promptly if any installation condition does not meet the instrument manufacturer's recommendations or specifications. 3.02 (NOT USED) 3.03 INSTALLATION A. As specified in Section 17050. B. Coordinate the installation with all trades to ensure that the mechanical system has all necessary appurtenances including weld-o-lets, valves, etc. for proper installation of instruments. 3.04 FIELD QUALITY CONTROL A. As specified in Section 17050. B. Provide manufacturer's services to perform start-up and calibration or verification. April 2014 - CONFORMED 17405-4 890OA10 pw./iCarollo/Documents/ClientMLubbocki8900A101SpecificaGons117405 (CONFORMED) 3.05 ADJUSTING A. As specified in Section 17950. 3.06 CLEANING A. As specified in Section 17050. 3.07 DEMONSTRATION AND TRAINING A. As specified in Section 17050. 3.08 PROTECTION A. As specified in Section 17050. 3.09 SCHEDULES A. The provided information does not necessarily include all required instruments. Provide all instruments identified in the Contract Documents: 1. Instruments may be indicated on the Drawings, specified in the Specifications, or both. END OF SECTION April 2014 - CONFORMED 17405-5 890OA10 pw:NCarollo/Documents/ClienVMLubbock/890OA101Specifiubons/17405 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk App GENERAL 1 2 3 Instrument Tag No. LIT-1221 LIT-1222 Service TWAS TWAS P&ID 06N01 06NO3 SERVICE 4 5 6 Pressure 0-12' 0-12' Process Temperature 35-70 deg F 35-70 deg F 1 Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter TvDe Direct Direct Calibrated Span 0-12' 0-12' Accuracy Adjustable Range Output Signal 4-20 Ma HART 4-20 Ma HART Body Rating NEMA 4X NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Threaded Drain/Vent None None Process Flange MNPT MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Integral Fill Fluid As recommended by mfr As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span &Adjustment Surge Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Reference Details Manifold Type Block and Bleed Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-6 890OA10 pw..//Carollo/Documents/ClientMLubbDck/890OA10/Specifi-abons/17405 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk A GENERAL 1 2 3 Instrument Tag No. LIT-1223 LIT-1280 Service TWAS Polymer P&ID 06N05 06N18 SERVICE 4 5 6 Pressure 0-12' 0-15' Process Temperature 35-70 deg F 35-70 deg F 1 Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Direct Calibrated Span 0-12' 0-15' Accuracy Adjustable Range Output Signal 4-20 Ma HART 4-20 Ma HART Body Rating NEMA 4X NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Threaded DrainNent None None Process Flange MNPT MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Integral Fill Fluid As recommended by mfr As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span & Adjustment Surge Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Reference Details Manifold Type Block and Bleed Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-7 890OA10 pw. lCamllo/Documents/ClientMLubbDck/890GA10ISpecificabons/17405 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk App GENERAL 1 2 3 Instrument Tag No. PIT-1265 Service Potable Water P&ID 06N15 SERVICE 4 5 6 Pressure 0-160 psig Process Temperature 35-70 deg F 1 Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Calibrated Span 0-160 psig Accuracy Adjustable Range Output Signal 4-20 Ma HART Body Rating NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Drain/Vent None Process Flange MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Fill Fluid As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span & Adjustment Sure Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Manifold Type Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-8 890OA10 purl/Camllo/Documents/ClienVMLubbock/8900A10/SpeciricaUons/17405 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk Ap] GENERAL 1 2 3 Instrument Tag No. LIT-1001 LIT-1002 Service Sludge Sludge P&ID 02N01 02NO2 SERVICE 4 5 6 Pressure 0-25' 0-25' Process Temperature 35-70 deg F 35-70 deg F 1 Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Direct Calibrated Span 0-25' 0-25' Accuracy Adjustable Range Output Signal 4-20 Ma HART 4-20 Ma HART Body Rating NEMA 4X NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Threaded Drain[Vent None None Process Flange MNPT MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Integral Fill Fluid As recommended by mfr As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span & Adjustment Sure Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Reference Details Manifold Type Block and Bleed Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-9 890OA10 pw.//Carollo/Documents/ClienVMLubbock/890GA10/Specifications/17405 (CONFORMED) No Text SECTION 17407 PRESSURE MEASUREMENT - SUBMERSIBLE PART1 GENERAL 1.01 SUMMARY A. Section includes: 1. Submersible pressure transmitters. B. Related sections: 1. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. 2. It is the CONTRACTOR's responsibility for scheduling and coordinating the Work of subcontractors, suppliers, and other individuals or entities performing or furnishing any of CONTRACTOR's Work. 3. The following sections are related to the Work described in this Section. This list of related sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents. a. Section 01330 - Submittal Procedures. b. Section 17050 - Common Work Results for Process Control and Instrumentation Systems. c. Section 17950 - Testing, Calibration, and Commissioning. C. Provide all instruments identified in the Contract Documents. 1.02 REFERENCES A. As specified in Section 17050. B. International Organization for Standardization (ISO): 1. 9001 - Quality Management Systems - Requirements. C. National Institute of Standards and Technology (NIST). 1.03 DEFINITIONS A. As specified in Section 17050. 1.04 SUBMITTALS A. Furnish submittals as specified in Sections 01330, and 17050. B. Provide complete documentation covering the traceability of all calibration instruments. 1.05 QUALITY ASSURANCE A. As specified in Section 17050. April 2014 - CONFORMED 17407-1 890OA10 pw.//Camllo/DocumentslClienUMLubbDck/890OA10/Specificatons/17407 (CONFORMED) B. Examine the complete set of Contract Documents and verify that the instruments are compatible with the installed conditions including: 1. Process conditions: Fluids, pressures, temperatures, flows, materials etc. 2. Physical conditions: a. Installation and mounting requirements. b. Location within the process. c. Accessories: Verify that all required accessories are provided and are compatible with the process conditions and physical installation. C. Notify the ENGINEER if any installation condition does not meet the instrument manufacturer's recommendations or specifications. D. Provide instruments manufactured at facilities certified to the quality standards of ISO 9001. 1.06 DELIVERY, STORAGE, AND HANDLING A. As specified in Section 17050. 1.07 PROJECT OR SITE CONDITIONS A. Project environmental conditions as specified in Section 17050. 1. Provide instruments suitable for the installed site conditions including, but not limited to, material compatibility, site altitude, site seismic conditions, humidity, and process and ambient temperatures. 1.08 WARRANTY A. As specified in Section 17050. 1.09 MAINTENANCE A. Furnish all parts, materials, fluids, etc. necessary for operation, maintenance, and calibration purposes throughout the warranty period. Deliver all of these supplies before project substantial completion. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Submersible level measurement with 2-wire integral transmitter: 1. One of the following or equal: a. Endress+Hauser, Waterpilot FMX21 with 1.65-inch outer diameter probe. b. GE Druck, PTX-1290. c. Siemens, A1000i. 2.02 MANUFACTURED UNITS A. Submersible level measurement with 2-wire integral transmitter: 1. General: a. Pressure is measured through a diaphragm -type measuring cell and converted to linear pressure measurement. April 2014 - CONFORMED 17407-2 890OA10 pw.//Carollo/Documents/aienVMLubbDck/890OA10/Specificabons/17407 (CONFORMED) b. Each submersible pressure transmitter system shall include: 1) Signal cable, including pressure compensation tube. 2) Transducer probe with integral transmitter. 3) Transmitter cable termination box. 2. Performance requirements: a. Accuracy: 1) 0.3 percent of range. b. Repeatability: 1) 0.25 percent of full scale. c. Rangeability: 1) 3:1. d. Range: 1) As indicated on the contract documents. 3. Element: a. Sensor housing shall be Type 316L stainless steel or titanium with ceramic, Teflon -coated, or titanium diaphragm. b. Protective cap shall be manufacturer's recommended material, chemically resistant to process fluid. c. Slip resistant extension cable with pressure compensation tube with Teflon filter. d. Enclosure for probe and transmitter assembly shall be NEMA Type 7. 4. Transmitter: a. Power supply: 1) 24 VDC: 2 wire loop powered. 2) Power consumption: 18 VA maximum. b. Outputs: 1) Isolated 4 to 20 milliamperes DC. c. Without display. d. Ambient operating temperature limits of -10 to 70 degrees Celsius (-14 to 158 degrees Fahrenheit). e. Transmitter shall be integral to probe housing. 5. Transmitter cable termination box: a. NEMA Type 7. b. Equipped with filter or desiccant chamber to eliminate moisture from the pressure compensation tube. c. Termination for signal wires and pressure compensation tube. 2.03 ACCESSORIES A. Type 316L stainless steel mounting clamp with Type 304 stainless steel mounting screws. B. Provide additional Type 316L stainless steel weight to prevent movement. C. Provide cable clamp and strain relief. D. Provide computer cable adapter with Windows® software. E. Provide remote display with backlight. F. Provide sunshade for outdoor installations. April 2014 - CONFORMED 17407-3 890OA10 pw:llCarollolDocumentUClienYTXILubbock/890DA10/SpecficaUons/17407 (CONFORMED) 2.04 SOURCE QUALITY CONTROL A. As specified in Section 17050. B. Factory calibrate each instrument with a minimum 3-point calibration or according to Manufacturer's standard at a facility that is traceable to the NIST. 1. Submit calibration data sheets to the ENGINEER at least 30 days before shipment of the instruments to the project site. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the installation location for the instrument and verify that the instrument will work properly when installed. 1. Notify the ENGINEER promptly if any installation condition does not meet the instrument manufacturer's recommendations or specifications. 3.02 (NOT USED) 3.03 INSTALLATION A. As specified in Section 17050. B. Coordinate the installation with all trades to ensure that the mechanical system has all necessary appurtenances including weld-o-lets, valves, etc. for proper installation of instruments. 3.04 FIELD QUALITY CONTROL A. As specified in Section 17050. B. Provide manufacturer's services to perform start-up and calibration or verification. 3.05 ADJUSTING A. As specified in Section 17950. 3.06 CLEANING A. As specified in Section 17050. 3.07 DEMONSTRATION AND TRAINING A. As specified in Section 17050. 3.08 PROTECTION A. As specified in Section 17050. April 2014 - CONFORMED 17407-4 890OA10 purl/Camlio/DocumentslClienUTXILubbockt890OAl O/Specificatlonsl17407 (CONFORMED) 3.09 SCHEDULES A. The provided information does not necessarily include all required instruments. Provide all instruments identified in the Contract Documents: 1. Instruments may be indicated on the Drawings, specified in the Specifications, or both. END OF SECTION April 2014 - CONFORMED 17407-5 890OA10 purllCarollolDocumentslClienYTXlLubbock18900A101Specificatons117407 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: SUBMERSIBLE PRESSURE INSTRUMENTS Spec. No. Rev. No By Date Revision 17407 Contract Date Reg. P.O. By Chk App 1 Instrument Tag Number LiT 10'l LIT- ON G 2 Service E 3 P&ID QN4 QN02 N 4 Fluid Type 5 Fluid Specific Gravity 4-9 4-0 6 Type efsib4e 9alffeFsib4e P 7 Measuring Cell Material R 8 Probe Body Material Mf ..,. aa c _ ' se .p im A"c MP..aea r ntpad a . O 9 Op. Temp. Range B 10 1 Op. Pressure Range 0-2-5-R 0-2-5-R E 11 Other 12 Other C 13 Style A 14 Signal Cable Length B 15 Other L 16 Other E 17 Other 18 Type T 19 Operating Mode Eeetiffue,+s GenEtnaeas R 20 Enclosure A 21 Mounting N 22 Tern erature Range S 23 Measurement Range 0-2-5-II 0-22-II M 24 Power Supply 24-VDG 24-V-86 I 25 Accuracy o 0 T 26 Display T 27 Output " 2 -mA 4-20-+++A E 28 Calibration R 29 Status Relay 30 Manufacturer 31 Model No. 32 Elect. Entry 33 Other O 33 P 34 T 35 S 36 Notes: April 2014 - CONFORMED 17407-6 890OA10 pw.//Carolb/Documents/ClientMLubbDck/8900AIG/Specificadons/17407(CONFORMED) GUARDRAIL GATE 2 1/2" TO SUIT HINGE PROVIDED AS INDICATED ON THE DRAWING OR TO SUIT EQUIP FURNISHED. 4'-0" MAX. PLAN HINGE RINGS ---N WITH SST RIVETS 0.74" 0 SST PIN (TYP) NYLON 3 1/2" (TYP) SELF CLOSING HINGE NOTES: 4" R (TYP) ELEVATION 1/4" PL GATE STOP. WELD TO GUARDRAIL POST. SST GATE LATCH - 9 ro REINFORCE WITH INTERNAL SLEEVE FULL HEIGHT 1. GATE MATERIAL AND FINISH SHALL MATCH GUARDRAIL. 2. GATE SHALL OPEN TOWARD THE WALKWAY. A352 11 GATE AT THREE RAIL GUARDRAIL Im 12/13/05 tq-caml n No Text Engineers... Working Wonders With Water'" (Lt k( UFGUL BY DATE2M, f1530 SUBJECT LUP.:,i'.Ca('f! T3C SHEET NO.�_ OF CHKD. B DATE JOB NO. P-RM NM ECQ GOV h A 1C� WdILL FiE.4dbMRF a r-lF, l t If,�A►.r, Tt✓cv0 _ Epf2F A �GC9. G . 'fd� 31c�1. Cr�t P cA rAC� ccor�F�tzM N. rc t PFnr� tzo� MA8 Pp(.)\1lDE. 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EG 214 b e A A I M { { F J � r B :Y *Apff- 10" OF '� F J" NPW {9:-' C 7" NPW D i i JIM 0 y 10" OF � lwooeJ�T� IE 12"OF E I _ t F F Y �e x �`7 PLAN — OVERFLOW AND FLUSHING WATER YARD PIPING I M r.^....r. 4�►arur• ����.• m,1�dT_�.N.� 0r•2m0,A ftT%R1b0 PMCS15g®OF 2+19.0f01 rr lubbock i[ll! CITY OF LUBBOCK TEXAS _.. I m SEWRP BOLIOS HANDUW. IMPROVEMENTS PROJECT «� .®, •rrwera ep M� u. om.lau _ AND 7 OVERFLOW PIPING SITE BPLAN ...r or got 1M M. yr rI1DiQ:fIO.�. [oE.M.. OgVO_[Eu.mlp• e GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND LOCATIONS A 2. EXISTING DIGESTER CONTROL BUILDING IS A A PERMIT -REQUIRED CONFINED SPACE 3. POST SIGN AT DOOR STATING THE FOLLOWING: PERMIT -REQUIRED CONFINED SPACE B I rm�1LL B O C REMOVE EXISTING SPIRAL STAIRCASE AND GRATING, AND CUT OUT 6' SLAB BETWEEN ,—� WALLS OF LOWER PIT D DIGESTER NO. 6 DIGESTER NO. 7 D REMOVE EXISTING VENTILATION DUCT ADJACENT EXISTING a r PILASTER, INCLUDING FAN ABOVE (NOT SHOWN). PROVIDE GALVANIZED STEEL FLASHING OVER REMAINING OPENING. / - ��••� `� E \ E PLAN - DEMOLITION IN EXISTING DIGESTER CONTROL BUILDING NTS F F Aft Jo eonc""dTa,Nry.Nem PJm1 SMADOtlFM5134S7C1o1 TONN.F�e1 1,� city Of Lubbock 111AS CITY OF LUBBOCK TEXAS SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT o®r CM-0mo sPno�au EXISTING DIGESTER CONTROL BUILDING -PLAN m am a IB �ro9R.ROLr eEW tf?AWM1IM ]RIO i� vxe ,rht•a ratE atmntataamt KEY OaEiL1EWINRWiINOMe1!HaLEMETE .EN mmucrtal ro r[tnuar au tnuTno wo orNaorn NOTES' FYAe. tee xF+�anmvrt IOra1oR r(-Cinmn ro oeTooeE e� vaaan Na af]n coLrn v toRo.toutR.ut •Naar tau�Ir. aue. 1neelt Wrz wm Ia]mr ro rtE a]etam mmtaot FOR N / 0 ewNaRmoow t•saar w]RNto moalL]vr wuet.oF mNIRoa Raar trm«anvmn an ar w�rtaF esrnutva LTaeWEDIL]LL evtuurE ellmtalx Ne rolO GIM'M WatallY aFpeRaq Roseue. fea]IOtWLL mwwL maeltm nwaollrnaao aaLTttma mo® �,� Da e tmE 1NE tEOOam M AIOOatLfORrae raOEcr otateErlmL�RDYCIIYE KTFIW\IE FORF1Y19YLld1 aF tte envtunE]oto woteL L]oeoo atoLtiamseevlwsew loE++n o< ronROL RooLL rnwcE rtE avaoL•xo twaRRtoR A aRomru�r¢rNRtn�unm Rr Y eOYNIE REr [IIOI) N eeN11. aumti nmuee a crew teaoweelcRRL ea�•tFaxenevmlrtfau. •mau FNattcwmt reeeo-u�c wren utonm e lae alOR11L�01]fN A6TIOIl OYfN1Nl. eYeld mewelnemLLnuwawrtN aavur.clt]e]n otecToe. 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II�IR�relotw ataae.leN.a�n �•s Butt cpRraTmtHwy .NaT SLAo .Mu1N•TXT.TSe Poop 512-4ssawFastzaswtot MWE No. F W �"* city Of Iubbock rtiAS CITY OF LIJBBOCK TEXAS Fr scut• tm SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT asowarwL o®t• PCM-MOl °N IM eenoemmtt DIGESTER CONTROL BUILDING ROOF PLAN nmL[errm. aamato eaerwo: •mvtepnatmta.� 1 2 1 3 4 1 5 B 1 7 5 1 9 1 10 1 11 7 12 1 13 3 c� GENMAL NOTEroaenvnsrJu la:w„ow aan x worm lnalJfuro•Enw•Aam. A v No7ss: a+ 1ab'[p �n`a°.il naro seRri�.'i"usi•'so1purlh°iiur�' „ 8 'k�'\� rwcormNuacN aa>: wrarofml O •e.�weoiw�•wuieaw. lmnw�pN�asxnn / iiEin Fµo el,�murr•urloru ls•Nn B ® Q B ti �MJIf m 4 C d c vea• llrrl wwa TYP F JI,J�naf M agUIIVq ,>a�T•l CoNcR � /� P•f) K(j//"�_J DS r orn0'v) D H fj iq SFI: PUJI T iW MlipW E Olo,o�rnxvAamNwe eaiwlxn wJluorr0 • O O O 0.q 1S aa'adY Orrva) E 9 O E L O F I F B vxe tTn•r AE �\IORYmI g s.:..E /���//s�l/j� can r ara�,wi.Nafn r/ city °f CITY OFLUBBOCKTEkAS ERWY arALEa : ° _ �. SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT •--..._.. Y•e o.o..�•I..� 5 ®,• �1N1MOXO PCM-MO2 sab2M.Am5n•,X757M lubbock Phono: 51245&&U3 F¢ 51245&0101 T I I J S DIGESTER C ONTROL BUILDING eI,EEr _n ,PJ1F�een,o,. T3KNo. F-W UPPER PLAN lolaln,o• 5 e 1 2 3 1 5 16 7 B 9 10 11 12 13 1. roPmvntrrwa.,nrwltuuum r,ura®a. A >< Evooeo t.wur,.o wuw,m A �v rrmEs Oi onuwo»urt„w o»nr�to oE,Y,xn,ea„rx n�au or wtewutwuY nrPu,tma Owiovu ga[ inunoo as noaa er to ItYL110M�6a rm�w PlE elwoNR ay B B 9y i C � C F I I C7 n rnu,rw run D D Poor ra t '» °Youx,m' Y� � rEccw wrc �ri°Rr tT (,rn tawrtEccw ra r �I ^ 1 1^Twq F (nluilt°vidGE£Nsf) f,rrt r"b� E o worry - ':L7 a I � y 3 norr E � Np TM I NJIYOMIIq i F m i 5 � - � F 0- + nuuE t�rr t. .0 rYww°No°�i '"h F i�i ut�L r+� ...••.-t= ne nauto r,aY,ot fl'u'�b'-66ty CITY OF LUBBOCK, TEXAS W FLS=S G ,® 'w M1;SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT��Ya�O1�`w'�"1O „Df° ,- PCM-M03 e�Y..,e»= &#AZ°°.&wfi%'X7l75Yck t �rz rt � �o�r�M^ Ph— 5127 aN Fm51245M107 tFz�s DIGESTERICODNTRO BUILDING T�II S 1 PLAN 2 3 4 5 8 7 6 9 10 11 12 13 tTOECf tm.,YtM,a FlEIM1E taltopoumm, r of peLOYE ermR�wq— 1 m.rre RoanFil q YAE 11RIDlEEOeFLi1p. n� +,T pxw Fil x[uove ocrRrccw O / � rowsau.rawr� J rRgb' rap,udc pWIGFlM104 RE.eA,...Yap+ �u n.rr r CITY OF LUBBOCK, TEXAS VEIUFY SCALES w�io G SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT Oil C.psare�.".NGM city of o®r PCM-MG4 SW2404M F.,>157M51245 Lubbock DIGESTER CONTROL BUILDING * Rear+.: W22M. Au F.t313�5501p1 TEXAS rev wee n q�,r,or evrom,aau i9PEM,'F 3 LOWER PLAN 1 2 3 1 4 1 5 1 6 7 1 6 8 1 1 1 11 1 12 1 13 1 roIEIDLHOFYNLtDf r,01i M0 Nt p A IaR� M ter 1 Urfa a'01>7 -1r TEE (,YA 9F Wn ,?VEMIMDiItY,L'I10 fFCIOO (IYP OF �) I I I � � 1 moLm rrwuxFsroeE.ouAtm- A I II II I I I I II 8 Nu M ti�t,varf 4,� EOF—� n.aa „NL—� itYII 91N ¢a,.av B I`I •nK I91N1 M OROYL B �6 '�—Il,�tl�ae I,tV ¢alUlh— f� ,f OF II•II i N® M OYPOt'�I M O O T•R sttwlolaw9tua M M rpµf�yf� �N1Epq�L dOUl11 O W M/iOY�QFiNLL (I1P OF 1j C 'I C Pi T LML�— Q p�?TiRAV®�OTyC�dlll fo0E1•A�ifA ft�af) 4 n ELa1919 n¢•N919 D I M tW —TO. PIATMIYa,1,]M N ii fin'• O O 19 eiruTww T•' �°"a """t unaww, naf N.uwr mans r"laep @ E O Q u RfE VAV PalaB1 gATEOIW E 8lan""M ,q,�q �G9MRRf' IOM �� `rwEttEJ LL —Ta.rw wna„u retuElfEJ a,wtewo IlconNEe„9N F —ro. N,iwaa„uu E ,�„� rnta .lE Yf,OC.31LLL0, F .� .+<E rr.,•a ®rn.rsroe, yew^� o _co r ": WY®�� M11 Cmpft dT— ". N, BL00•M�n�TX7Q69 Ph—:512�L$ZWF¢512�Sb0101 T6PENO.FJW CITY OF LUBBOCK TEXAS SEWRPSOLIDSHANDLINGIMPROVEMENTSPROJECT of � x fliTlb9'yock DIGESTER CONTROL BUILDING 1l29s SECTIONS FY SCALEs G 5 �� o 9 ®1• 'w'° 4• °R^`•1NOMO PCM-M05 nwTE nEm¢�EIIID,� MlE m oora,w 1 2 4 5 8 7 6 9 10 11 12 13 t+mr<Tro.mmue Nexw¢ ®imytaLamr, 1 2 3 1 4 1 s 1 8 1 7 1 S 1 9 1 10 11 1 12 1 13 / GENERAL umEn f �` / ® f. wnwctatrortmtw<]s7 EranaofnuTrora / wafnritEtoim. .0 CONTROL BUUMG >. ,Etcrfowxotaotwt� a,EwaEHamm / ]uiu EAtm]e A / i. mxiR.tratroavrOrtr mi,x6lxu xNSAE A iCia // a, otwfnw�werTExamrmrHw,arvKVEsaK E / \ Qi ,tMNCO COISK]ICttELll®i d• /i( \ OtPncaarfno ��/ I O] 1P)L•EDU OIMPNCaf(gM,WClElil0.11 SLUDGE HOLDKG TANK 8 B I Os uta:aaA•Eoo B Outa:aut¢ i ] w+rxcauAm¢ ' SLUDGE HOLDING TANK 7 7 �1 W,Twq :^i oO A�Eeuwomxa oEr.aesvrm OIMPHCa ]FE <9> ufccE � ] \ �anrxcaT� ncanaurwx C I GOO11110E D7F1 i 1®AEY1.aRfEAlEC„aOENOFe®YEf C I4 "7C � 1® 1MPNLaIH � p� . TM flMp11O111EK1 TMMlaleEil `\ tAuocE T�j ° i firr n,Ylwo mMi•FOL�TPpNvaExw \ REpRQOAT.° \ � wc,mxl]rrl / I � 1' [IIIO]aOYWEIE I ¢i1Nn \ 11I wpm, a�iu"'m A` c y 1PRa DL as natfui,. J t3S1P� — — — FAETN0IPO'AYIDN i � 1DNV,E]ExxO E goa n' :iNo— ! at In mPEiLroffSao 1.IW GLro 1K:alO1P W TFE TEE GEr To tw]o, m,E,r i t ,.•Oi i a " W MTFPL a U ¢atmao im P,..ta xrq a ¢•ii]lm 0-ttp Ax.m ixur 0.DAYii PPE)�oj 0. ELOt]L01 0---mPLAN �rPEroE ta7mTo tftuwemtc,n ro Kwa GI]{eTcn SLUDGE PUMP_....._.. _ rya a ¢atmao NREn xna iCJ�IE 1N'MV \ netoamEfT]at4,fn \ B Gte vP.nr ]Emrnot nE: rEEttwG+wtm °�� ,rA yam` '' �,�+�'•, c-E EH.i.ti. S®� Iy P S9ttL.pWdTt®Hry.nenn SiY2209.AL.<X78759 Pftar:sl2T Mtz�ssatot OM No. �r /� rJty°f lubbock TF=A5 CITY OF LUBBOCK, TEXAS VMFY SMES : ° SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT fErJwKrx `av'��' 4t�,• .00ao "'"O CM-M06 evfonenmti SLUDGE HOLDING TANKS 6 & 7 OVERALL LOWER PLAN iev wm w oEifJmcN 1 3 4 5 81 7 1B 9 101 11 1 12 13 1VKTV N.- p�rw SLUDGE NOLDWO TANKS WRExRl� rCtL+]01M� � FF>YtIV101P ®O ra] Mm mn 4 n I CQ: SLUDGE HOLDNNG TA �Kp %�YIMEYFL. Ice GENERAL NOTES: t. mGpic,mmr,LtuiwrtnuTvww ,.,�uwas xoru RseNr.. 1 tDGRwY6DYIx0WNmolgOf •IE NHIOW.TE EET,R]IO,YVOR.E�T x,T. Np xRTmY A Im10V®. KEY NOTES: OfrW bit.Y¢ OK.G t. ],. p,E➢ OIIO, IOtl OK.G t. ],.tl RIFE O1f w• en, 1. ]1. Y eo,o OxoT„wD D O.PC mFOr, YNt lra YiOt6 niOAPx.,r ,Ifi V R A,0 ]OO,xO lDGl1f 1,0 YIIN N COKrIKIRTm mfiVTIW OYAAD{1Nb. O rw Of PIF1tIIiN.LVYY NDFi VALVE NtORA1E MEif OG AY¢`Y NtxE ]EA TN,D O 0 of „fwE.n prow C ,� r,omn.aYam ocw Or rv],wn �,wun.wrm PrE xriVRGOIEOFIFE +© vaiE„Y rtYs1 +. „rsiw owr®mxoare.r moos xNix AOL'Olml,f i,]I,r, RTN. w owv soir,n �,YEOKO Fo.+m mKNew..rn D ® ]QOI1OIOi.O Ia1 MW MO6 ]r„IG YTAU O,IEE nw.O],Y,VO.Ci.� Fa,Kw,MO6 ,..w,ErNa ® OntluLlDG,tOt assN,mtiEw N,f. wYL ,e]wD.Nacasm ®MQVLIDG,tw,v FN tYiamo,xrTwYL ,OpMNE rAET r ou co,c wvrr„t]awTo- as a,,,_ IDGTm „E,xm, tbiE,1 Not011E .sTsu r M.G b lY1E n. RAr]rL ilEa PR TM W ID•t NML RYE MV GOYYE LOwiFIL ®t"Rm,me,n,a„aw om,awr,,w000 RRe E rear b N, Y TFE wY! .,rTORf PUl IO] 1Yi1.6ri IrE wetr,twl d A •a ?LAN SECTION -GAS PIPING E SECTION Tro iu,e. x.,v s,E,nmi„wrtr,n ,= „r ,r.uw,uw,n F PENETRATION m R.Ntn ncue nr,•a nE- Y CITY OF LUBBOCK, TEXAS FYSCALES SEWFP SOLIDS HANDLING IMPROVEMENTS PROJECTdty� f'14ub' I PCM-M07 Sub 7AS. &MK TX „750 bock ,ev Ym R ,rac,tnaK xE,om,m„ xt` Rirn.: St? TWPE N+ F¢ N]JS10f07 iBPE Na F-0Si T E 11T SLUDGE HOLDING TANKS 6 & 7"� OVERALL UPPER PLAN os a 4 1 5 1 7 +11 1 12+ swET.•r,tD.wptt. ,+tEnir�,wwt.�o,.,]rar� SECTION - BID ALTERNATE 1 rD-il NEW COVERS m,ot rxe: ur.rr r.e m„saKra,mm wENnmtcavR, OHM" w -i--,at 4 -C ,unoaE IEP1WATKK, d,oN„gF RY'1 a¢,tan wmE,E,a„aaATK,K sumo, RYrI I 3 OM7_ -- - C SECTION omt axe tw•ra rae tmo�uaRxmt KEY NOTES: Oi ,K Mcdmo,rtwcKmura+ O, ,PNcqu'ev,o �] ,P IIilOtl O1�1,P VIC d E,SENIK,L,EaIGN O1f MCOIIPEgd Of 11•NCg1A¢ Ol 1KVPMCgIA RFO¢ OEOE lIRpR,01pETALRY•,YP O1M1,P VICd1FE OPOOOd'EMI4Lfb, MEE AYERdCII)gIN®R. O�GO�ELtIO1lAp¢QREGbM1P! 1® RtlTKiLCIFD QreE tK,rArtrFn cmae, A„nd®, IOI 1P�IP VICg11".E 0 PREWgNYAgIW IFiJe VN.Vl AIU RAZE AR1FJtd1 A{plLY,dE PER TAMP Nq �� EtuTga cao, ,at �- 4 _ Ir4 4 EEttdpai D SECTION mm axe,r-,•a Rte emaeartx®t RYAI CONFORMED DOCUMENTS ,U ,ENmm "'°�a;°� - trumm m - �� sYtihpYdTsmKy.Ngd 9m �0. A.*, TX 767E0 vuE.:s,x.AssMFasuava,o, TBVE No. F2l2 °f fliibVo'yck TEXAS CITY OF LUBBOCK, TEXAS FY SCALE o®, �q..oq oRA,Ns,o Na. PCM-M08 _ •ooRna,ua, ,m awr a,E SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT tEOWaA SLUDGEHOLDINGTANKS6&7 SECTIONS GMEET NO. of m ua,x 1P RgfL. jMTF>� p1� 0. 367IAajTNMI" 1PWlll r r rD W TFE 3 6 ittilaa ,r fllE r21 DETAIL i,o,iatiM Na, Aa, tLh our tPUTuo M T.O. WNTHO ],at.aa (ITn + + 11ar.6 i + mIIW F]Otf 'a'FA�N �10 W M� R 1m,Pnr �IrO�� H r TVNIWOY t RY ..ITR . RT'1pW f F]OFD) 0. ]ttl]N u ®AL LLnm A SECTION tPrt ,+rr rat 000am}ost,r, WFOif COIR M a o .o tm,mwOi no,uu,a PI AN 3 DETAIL ,-Z 5 DETAIL nt000w,ey,a,i,et B SECTION - vxe,+,•a oit,sw,o ,00,m DETAIL tPrt r.ta r¢t sa,o-foow, GENERAL YOW 6i,Y]L 1 Tniu rtiiatm�wis W ONFTNIiEIIDtt]]. 1 mE]u RARC. TCW=mlEnw i � 1 ]F�yp �T,O,MIO{A�eeSro1�YFATf1EpL�M pTIyETF�HLI�FfYIE fp1Mp OC/t TOT P�OFM�P V WWIIy FDOEOPK11W arflm ITQI�TANIWNL� n M a fa tr ea�-�eattwe N was � E anart„Fn M na ti D SECTION riot n.aM' nt000w,oynoaN, E SECTION oIDa,o ,00,at r-twwtoet rNta � `/ nt saumlocoit eon L+Oetl ari.. M.y. Nun .a.f 7X7eN Ph— S]x�eoavw F¢ 5124SM101 TBPE No. Fd city of lubbock [ AS TEXAS CITY OF LUBBOCK, TEXAS Fv SCiuES m G SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT iE,atNrru wPot"a o ®]• T 41""11OMO PCM-M09 eErR]tEn IDu : SLUDGE HOLDING TANKS 6 & 7 DETAILS �. e: ,ev MR TovocFmrw.wN, _ T..6 RM.M wNi O� 'fi r9 F,.f1 VFAr ELEVATION SECTION MT n1O G f MM A� W r 11W rr.CV9I,j r GM�� . � � IOPpF6�iB1e NCILL .�'�O t YNIr [M: L MGpnGE „l<f M v onm n r r M ELEVATION SECTION CONCR= RrPAIR 6 DETAIL .a..., .—:,.,•e �.,Fow,.,91.w, GENERA, N ,. awr,ucronrora,nwaTrouTormNo ..euwa oFwawnF,E,m. z rorwTaaao.rtwo auNooNOlam.wae Mwl®UTE NfY NOTES: AT FART FNZ 6fb.OlEIE WNyIpWE � N,ortc.rivantTcroourncw:,crw,aura ,as�nur.suwawiwmn,um,rr r e.w IwrwnmFNr w,e,E NNFOI,OIl.F nev.onu,. ra mwoc,w a wo®. �rwe m,otte ro zT ,r�.r, No,aFw, mw rw fIw'.x ra, NO!®,RALNO rmurx M.., .O uvn Mio,InOtu.E.NTIA.lT.,.pYl.1 emr Fon ,�nm.N G.,IOETE e,N� p�u eFt,,.. pEmm, e�nort. AT FAG„ iNxT ro ca ara a.vNZlAo.a g.arNi nu,ramm�rt Iv„e3,w.eou .YTNIIVY 9.,R MM,gr F/10, r.N� s wNl Qir, nER9EF1, FNZt 61 V Y N0 wNL f Oi NNN,N. uTuuTra GOIIOETE1,T eo,m,o mnsN� ran .orr a, Noum � r,.r�1a e.,aw. uora.o�Te Oi nn,mvc.rwo.nvu„nronwoeeauwTra WRiNz DAT Mt„NT! ..®,11AT rffNL ///��� FIa.Y nOYNOnItAXn G1pR.O '1N4Jlr. rl/Q:NOCMOIMTE CIN.�fdl,dETE COM31 G.,IOETE w1IM dnIMTEO GIA.IRlO ND NMIIL' I,NIIIN„ MTWI11Ep 01w0 RMnIOi am wo �r u�m ,r sera,,. rora u.! Iv, Noor,N a wre NRFA uun nROYE Fawn. a6,T tnNOlE1E wnn amx. Nmrt wo rw„cr uo aa,n Fw 11ao11G,Y1l1�GR. now ovwm oaene FM2e ro wra, oxum,Fax.v,FFRa q CITY OF LUBBOCK, TEXAS SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT ` �EeutTc.pw"T—N.y.N-m cityof � x o®r PCM-M10 .�Amp fi a 22M.A=TX78759 lubbock oe SLUDGE HOLDING TANKS 6 & 7 Pll.,r: 517�S,dL] FQ 5174S1a7a7 TEXAS m, yR �. oraoens eEF1��FrellfOµ TEM N.. Faex DETAILS F,mEer...nmuo FeerweE eso.,o�o,r,em, C _°�I NniFw� 1, f]lEi]IO YLL°D®OeUF1 GT M. M110�1014. ICY NOTES: O..�n..n.�.�.e...Y .ME....DDI�fAL10�6 CDIIEi:f POEIiIDN NO eFRONT VIEW B SIDE VIEW BGIEWm - efi4E_ 1P 0.E �\ICod� RE �\ CDo]R e1- vNa n- vD D1- E610M n1noE Na➢]o rNErED.En B]- WNe1fY11EN 6 W10rE O♦ TIOM MIF1 PD.91 PN8 El aP.]cE ES UDN1W 1Y1IEL1D.1 A- Pwtr-1tM QIIUDEIe 11G w°o1 FSWR1FMl U01w�q BL P1]Fg1 YflTA W Y� DF YAfE E4 YAfE FSWRIFMI A- P.M10r el> YNE 6 IMI°O<iITFP DI- eGtml EL ENM1001 EtewtBTFMI > 10E1 HFLTYC NIR IGl6] �tr1� � RILDE ItdDMO �40eEw ett- YNE Q- 961r1 D} btm] E]- YNIE m1aDEtEwrFn trvE ODNINDLPNEI n}Ywa D}vwa a Pwm1t trmuTowto.l 6 Y.]Gt® � WGE>]UlOR1O.t P]V-im mV AV! gJRwVUDEF® Fu.ND.t d RF1m1 IYwIRIrIOEF® PUV1O.] CK YB°t® Dtt-rVArt YNa111Tg1N°] Q1IUOEIF.OIL wANrri]1 El.-1.1 QMMIICEFFED ND.] °ll-FUMEYB°1re D1}r]P.1®' YM211111ORM6] 6UD�IF.OIL wwNOF131 AMN°t C tEmuTowu°s E11-rutl]Ewptrt 6JPPFIgEFEED RI1P19.� El} PYR1r1 tkMBD1CeF[FS PunND.E cL1 I I CONFORMED DOCUMENTS I - �U .. .11. rr CITY OF LUBBOCK TEXAS Fm ;pd� /� SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECTBun OeOBE et T— N.F. ram city°f � v PCMOOE16 - Tx MSG Lubbock u DwTe Pe.u:5124 A6 —512453-0101 TEXAS EXISTING MCG1000 ELEVATION -- GTE 1n �� JU1E191] TBPE N.F 82 tr DF m 1 O I I 1 z QD ---0— 1 I I I "Will: I 1 YAi I I �1 W S I I UA ael rt I lol.lrl.lelw I z � ar—c I I 1 g ® ® I lol.rl .Id nvc i I I Id [lrl.lm [ut I �diln.lelnn ee la'RN,IaiiW tdililiMlel.e I I (a nrl.(ailn I iazlrl.(el[ut 1 }W a R ---8---- I� ® W 1Dl ilrl.Wilit 12 (9 1 O� ui J �A� 1 (ailrl,bl.. �Idxw.lolxut m = LLl Z O � I LL O O zgl z 0 o B 9 I ; O O (S H I ; Id Mlflaliut �' aIr 111111 tAi 8 W I I ` la.w,l�l.l.• ---- � Id ilrl •Im xut �w I _ I I Id [Irt • 101 Lln I I � ry I a� yA � Id nrt,lal [ut I I I yA ; Id ilel.ldtut W ; Idilrl.lailK imiln.lailn ; �gAi -- 1 1 Qg� I W s � �9 33 1 1 � ____I 1 I � A 1 Ild cd,lrl.mlrt alrl.(alex d i I 1 4 8 8 ar—o I �99� I p I yy Iltlll ,Ir1.101M (d.lr4.Im re Ya5 WAA Ildrl,lm l.< Id r[.Ixl lr[ld lri 9 I �O I 1^ rjga aa—n o�gl 0 fti-,, I I I a s 1 I(dalrl.101 Yt (delrl,(m re gg �j I I eAB ; 1-------1 I(a.lrl.(m re (d.lrl.(a re I H W I I � I �� I(a.rl.(rla..t O O LL Z pip I ,y7 �_• I ---0— y G � ;IDI,Irl.l0l er, (d,Vl.11b rt r Lau ua,m tv ®vu� 11,11111 SLUDGE HOLDING TANK S m 1 1 1 1 1 SLUDGE HOLDING TANK 7 GENFY_u_ NOTE& t. aEl1DY „aDW°TAIQ NIFAf AYMrATYI• GAY i GW�ON 1.IE7Tnro WPI10.7N1 Row to llE • Rill B 011011a1 GAY 4 Ge ] °GlON11 m ]FZT141®IIALLYIP01 WmimwAua l�mro MIA0.g14 ROW 10.111En TOR SO,IlUM4 ARl,L1lARv W ImATolro lLV6rt411° nnta i OW6TJIATALL L91Ow�,YE1MlummcMlw4w A b WIAIIIT(E]IIIEm11114AT1NAL E]41l ICY NOTF.4: Q1 IONTALL®IIl1peTGl AGOW°N ®1lIBII mMp. OI,aI.14NTaTNd" tnw'��"D"'Tin�'TeYrte UInwcsllGaW°TAraanmxAeanYsc4o4 Avwlm]Iwnwutt°xa �RIUV4Eld14[GVGm AI1CICe eln[Gvom RlR B NavAc P°,Iaa , mwvnmL alum wfs. Allo Awumxr,sspll le>f W,]roA�rcoioiAls A,o wlFs I W rcxw° Allo o°, W °,1� ncn T,E Ncc Pt141,� s lalusr °s at, I VAIE WACIIY W E/Ot Bm ONMION FGI FI]IIl11E Waan OGIIAItR YNOVAA,4 rt111lIAll a,elN1 G V TA®laR awry. mw atrwn ro mioa or na aanw°ronwvro�emL Qi mx,ra:rromtsl°alaamwAT 4ioY,En alum: w mArlwll4 Turk °ETAL m,a. ][]a,mvr laurlwl v rAmUID am. R°1NE,Il,t1 4aTaTwamlawr. Qi ATnR1alYm wrtAtu„4NrulalGsrmllmN� ,4111 G10111wONIMOWII W TYAYALOO. 1: Qi r,unwlermta°AsxumvrtAlm wan IalYm Mm01YA ro n4I Grt 1110u]rl Dn PvaTTun m�w�t W Al �[asauA]vrt Qi a°,l°rowu�rcmrtAro. t� IIITsnrolnlm wRattarYwTtGL 1�° qy�' lONeet �-•Qp i4V �0��� wlvm�nw 1 wa t _ TrP IDn ] Iaa,IR,. 1 Ia CdO m p + TaR-t11® ] I AJ�t1YP1�DyR m IAtlaw pcMgr� D naro1,A •A1 i ®m rtm �� ; I ' AR -,mu _-_ ; ws�m® I � areNw°A sawallaWtu , I1.4.o.cmn I ; I' t i ; �oromw�ir l�nruaa L_ Q i /-- Q ~__ 1�41 1 { I i OAF]YUY PoIICOMImi ,1 � � I I Nmnanmrowe,ewAY 1 1 ,1 1 11 I OPtltl I ' � J I I Ralmwm,Tax� 11 I �A� eaaul ; � 11 I ,nllaun Eaaouln �TT4R°"1 DIGESTED SWDGE PUMP STATION I F YPua I I I EL ION DEMIL °]+m F m�'u1 I I � � raaxtm RmN IIam1 r1 I �''� 1 4wDmsm� Il`l zxlsAEn a I � Iron ,m B ENLARGED IDEML A L— —f A IRL !6E � tOmE10FlIf YkE IR`rS lO RNif RE:IIm�te0E10Em CITY OF LUBBOCK, TEXAS SCALES D CONFORMED DOCUMENTS m �® IapA10 SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT °"A"'°•O"a Tnn1 nL PGIO.t- Ilw ealwxi romlrwlowmwl City of „M4 R�Im n�� eoTItl,P�aTT1,>v.H.T.NWa G®r PCM02E01 n :� nucn�G'i,m, S4Y7m0.Alaai.TX7117Y ubbock AmlICIYMnt Phmr.Slx194=1—SIx-4ST 101 TIIAs SLUDGE HOLDING TANKS lav an uEbYrM AAE mn TSPE No. F-512 POWER AND CONTROL PLAN to or a1 3 4 7 .,mNrrrwn ®.,e .esiwo: r,a.mfa.yn I want �,eVnc .OW,1, ONOG WMS wItF1 L� a o� rtwTw,wuwtw tm rtor,+.+rrero .muaoFww 1 WIREWAY DETAIL ,m t .- ,w„ tr cvtor eE nnocaFa, emnm RIIPO,EI.IJf IYE NNEPfFII, OF KEY nmNgOTTEE�SS Jppl,D O .EIWHM 1 �Y�MY NO EOW�iEM��� ON„Nlf.TfLlmu,+onnrowtvs�wa. 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Nmn 9iMZWO''."''T't7°'3 Pl—: 5121S1S5RT Flc 51245"101 TAPE W.F 182 ; .` ,�°" lubbock TEXAS Cm OF LUBBOCK, TEXAS SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT wmuAHITATtON R®rPCM02N0 ° °"°`' "" SLUDGE RECIRCULATION /TRANSFER PUMP NO.2 P&ID n11x1' Xo. 6 m m N° „ wa P1A n saps IIaaRP11p1 pA� A°l mis Proposed Contract Modification #2 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: Consultant Project No.: lCarollo Engineers Contractor: lArcher Western Construction Date: Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. [ Owner [ Engineer [ Contractor 9/4/2015 Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project Price proposal for providing and install the membrane dome covers. Indicates the credit to delete the steel dome covers and the adder to provide the membrane covers. Note the additional days to extend the contract. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the r Accepted Rejected work herein provided for is Approved by Change Order, the time of completion will be: rj Increased rj Decreased n unchanged by 0 calendar days This change will: r Add r Deduct [ Not Change Comments: ($239,376) GENERAL CONTRACTOR 9/4/2015 DATE BY (Consultant Name): DATE Owner's Action: r Accepted [ Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project Cost to Switch from Steel Dome Covers to Membrane Covers for Tanks 6 & 7 Description Qty I Unit I Unit/Price I Totals Mwnbrane Covers Credit for Steel Dome Deletion From page 2 1.00 ILS $1,559,960.00 $1,559,960.00 ost or Membrane Covers From page 3 1.00 1 Lb 1,320,584.41 1,320,584.41 TOTAL AMOUNT TO PROVIDE & INSTALL MEMBRANE COVERS (CREDIT) ............................... 239,376 Page 1 Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock Credit to Owner for Deletion of Steel Dome Covers for Tank 6 & 7 ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 Description Qty Unit UnittPrice Totals Alternate 1 red Alternate 1 11.00 ILS $2 157 000.00 $2 157 000.00 Total Credit $2,157,000.00 Deducts frorn credit Locate Reber 1.00 LS $44 000.00 $44 000.00 Demo Covers 1.00 LS $360 000.00 $360 000.00 Walker Process Engineer Fee 1.00 LS $37 258.00 $37 258.00 ' Supervision & AWEquipment 1.00 LS $50 195.64 $31 094.00 AW FEE 1.00 LS $58 688.15 $58 688.00 Bond Cost 1.00 LS $26 500.00 $26 500.00 General Liability Insurance 1.00 LS $26 500.00 $26 500.00 Builders Risk Insurance 1.00 LS $13,000.00 $13,000.00 Totall $597,040.00 [TOTAL AMOUNT THIS COST PROPOSAL SUMMARY ............................... $1,559,960 Supervision & Equipment on $441,258 of work still being performed AW Fee on $472,352 of work still being performed Page 2 OWNER: City of Lubbock Cost to Owner for addition of Membrane Covers to Tanks 6 & 7 ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 Description I City Unit I Unit/Price Labor Material Equipment Subcontractor Totals LABOR Install Membrane Cover Mast Column & Cable: 300.00 MH $20.00 000.00 $6 000.00 Install Membrane Vertical Anchor: 920.00 MH 2O.00 18 4 .00 18 400.00 Install Membrane Horiizontal Anchor. 104.00 MH $20.00 $2 080.00 $2 080.00 Assist Install Membrane over 640.00 MH 2O.00 12 BW 00 12 800.00 Demo Tank Wall Ste u and Pre to of Tank Wall: 21X1.00 MH $20.00 $4 000.00 $4 000.00 Excavate / Backf ll as Pi in Vault 20.00 MH 2O.00 $4UU.UU 00.00 F R P Gas Piping Vault Slab & Walls 80.00 MH $20.00 $1 600.00 $1 600.00 vane aretor 400.00 MH 32.00 00. 12,800 $12,800.00 Erection Su rinlendenl 400.00 MH $50.00 $20 000.00 20 000.00 MATERIAL Tecon Prannsal 1.00 LS $644 000.00 $644 000.00 $644 000.00 Concrete Gas Pi in - 1 6.00 ICY 1 $96.50 1 $579.00 $579.00 Reber Gas Piping Vault' i 1.00 LS $600.00 $600.00 .00 Anchors 1.00 LS $9 000.00 $9 000.00 9 000.00 9.00 E x 1.00 LS $7 500.00 $7 500 00 $7 EQUIPMENT Menlift for Mast 1.00 MO $2,500.001 1 $2,500001 $2 500.00 Crane 2.00 MO 1 $30 000 00 $30 000.00 i i Tank Wall Coatina 1 00 ILS 1 $334 320 00 1 $334 320 00 1 $334 320.00 Sawcut Tank Wall Step Up Between Tanks 1 00 LS 1 $3 000 00 1 $3 000 00 1 $3 000.00 NISC Drilling Equipment 1.00 LS $7 000.00 $7 000 00 $7 000.00 Burden @ 58% of Labor Small Tools @ 10% of Labor Subcontractor Profit @ 5% $1,115,579.00 $45 286.40 $45 286.40 7,808.00 ,808.00 $16 866 00 $16 866.00 OH&P @ 15% Subsistence (Out of Town Costs @ $3.001MH; Insurance and Bond @39A Subtotal: STTwrw Page 3 PCM # 2.1 Response # 2 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Carollo Response to PCM # 2.1 Submitted: 10/08/2015 Status: Pending Created By: Carollo, Jason Anderson Type: Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Revised Proposal from Archer Western for Membrane Covers on Sludge Holding Tanks 6 and 7 in lieu of fixed steel covers is acceptable. This PCM 2.1 will be included with Change Order #1. eadoc PCM#3 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 2 NPW Isolation Valves Type: Contract: Contractor: ISO Currency Code: Purchase Order: Created By: Created: Change Date: Schedule ID: Not to Exceed $ Set: Approved Thru Last: Amount Added: New Approved Amount: Current Contract Duration: Days Added: New Contract Duration: Budget: Funding: Cost Item: Submitted Submit quotation for perfom li*ah To: 92249 Archer Western Contractor USD RFP 14-11644-TF Revision Date: Status: Priority: Due Date: Carollo, Jason Anderson 09/24/2014 09/25/2014 276 and 483 0.00 Bid Item 19 Item No. 19 SEWRP Solids Hand 0.00 1,590.00 1,590.00 1,186 0 1,186 09/26/2014 Archer Western Contractors, Gary Wheelwright,Jason Buoy,Mary Gonzales,Zoltan Fekete Pending Medium 10/10/2014 PCM Description and Justification: The Contractor is requested to submit a proposal for the purchase and installation of two 6" diameter isolation gate valves on the NPW lines as shown in the attached figures. eadoc PCM # 3 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 2 of 2 Files PCM 003-NPW Isolation Valves.pdf 928.81 KB Markup of O0009 and 0OC13 eadoc s° • sr � ■ ,a r. re we as awrraruar maanec 0 • anwrtarwmr a �raonrcanrol re ! 5 • ! ti u ra. ire �b 12 17 PPWQ COORDINATES lD n asn•no rww m r.•no rwn ,GENERALNOTES me�r�wa s r.rr®rMaras..a s eerurnwrorneanrv.evMrrerr or i m o ano rww o.rao waa.. aro.uer ura. rwr run �aoem A e Krr rwe m ww. ror ra•nnw m gryr�rr,Y acne rrm ..mar f OI rirmaMlwo rxrwnr Xiwa ❑r .rw ra rrvaruar wwtrw m tl•IeOY ATM rm M Wlft O11m IOr.H�oMl.rerr�YlrT,e1[IrYNr/M 0 am rww Qi rwarrorrwawrMarrrrwmnrrM. a.r..rn Oi aro.umoaameww B Oi rrnurrror r..asmw..rrra wa.ee ADD FL 6" OS&Y GATE VALVE ON 6" NPW LINE PER SECTION 15115 F � r nwoRas � w F aaou.a...rna waaamm �--•�• eNa..oar..ra naunraa CONFORMED DOCUMENTS ,. awsn r°�`a S.WPh-513s oa F a; .93o,m 7eFeNawn fl�bbty& CITY OF WSSOCK, Tovs `a�°'�r' SEWRP SOLIDS HANDUNG IMPROVEMENTS PROJECT cmo®room rolP.awa e�..�... auwwena aaaa. ARE,,, - HEADWORKS YARD PIPING"•�� M0. n a n r!r .ua a .lms�wl amdrmme ne..n esmmame.• 12 1 9 neeouenw[ D@$BOLAIOIEE: wiewm,mmmmn_ lesm � � � — WTW11/ bO.001Cn +. wsamwlomlrwoowa11o1ca T ® _ �� L IDOIlO11R11vnIM�01O1Yn1oNLONIY I�ImnlydllRMDVpInATCM O{ICI�MD �01/�BII IIQin Y l01®e10111Mn. ® ADD MJ 6" NRS GATE VALVE ON 6" NPW LINE mwius� PER SECTION 15115, KEY l rnioo ranw W/VALVE BOX PER �,,� �i mrerlorrn.Ymmnron.Y TYPICAL DETAIL P022 Q+ wcr..lanra ocdinl.rl.. a mmmmta OiVt016LYIIOMYf�1il9/Nn�fK �� 11RM �AYIObIR. Oi nwacorrYraa�1a11rr1 Q Os mrarlerr+mmsmonwur ©m.dr�rnmwrns�*w.»as . O t b Oe eruulr�am�alm e�nallm�ml. i i 4 w.•,.._ BtlmS5 p r.nn rrni i � 1 rma1mn11a p 1M/fl�l1� /rm rn1 K� lr ri ou�elnal D na rr+ raw mw wJY'— 411E H na 1rR AREA 6 /8 - SOLIDS HANDLING BUILDING uvLumcmio " Mlc.*wdT—Kq.N.M WW�.�n� Ph—§1 � 124MUH Lubbock� M -+1• rW.-atyof 8�� HANWMG 9WIPRMM1g PRMCT o®r M0 00C13 =LAJ"rLul,mwtcu rND IC� LOADING FACILITY PIPING o a Proposed Contract Modification #3 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: J Owner J Engineer Consultant Project No.: lCarollo Engineers J Contractor Contractor: Archer Western Construction Date: 10/24/2014 Attention The following change in the contract on this project is proposed • Work sholl not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project PCM for adding 6" isolation gate valves on the NPW systems that feed the Headworks and Solids Odor Control areas. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: J Add J Deduct J Not Change Comments: $1,590 °grc.gwMagr,o�wq Jason Buoy°�c. MGM YgmuV�vnnllf °rt 1°I11024101�1°�3:M aSbP GENERAL CONTRACTOR 10/24/2014 DATE BY (Consultant Name): DATE Owner's Action: .J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 7503B WORK DESCRIPTION: Adding Isolation Gale Valves for NPW Lines at the Solids and Headworks Odor Control Areas. ��•';+'. gym•-,.r . ��,� Labor Burden L58% of Labor Small Tools @ 10% of Labor Subcontractor Profit @ 5% .:�---�..�: 14bTALAa-0-tiITTAIS Subsistence (Out of Town Costs t%• r 0 Insurance and Bond Q3% ---� ••• COSTPI i1.L9cLbU I AN �i[ile;il page 2 PCM # 3 Response # 2 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Submitted Status: Created By Type: Carollo Response to PCM # 3 10/08/2015 Pending Carollo, Jason Anderson Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #3 will be submitted with Change Order #1. eadoc IPCM # 4 'Solids Handling Improvements Project City of Lubbock Printed 10/08/2016, Page 1 of 2 DSPS - Temporary Sludge Piping Submitted : Type: Submit quotation for perfoM8i#uti To: Contract: 92249 Contractor: Archer Western Contractors ISO Currency Code: USD Revision Date: Purchase Order: RFP 14-11644-TF Status: Priority: Due Date: Created By: Created: Change Date: Schedule ID: Not to Exceed $: Set: Approved Thru Last: Amount Added: New Approved Amount: Current Contract Duration: Days Added: New Contract Duration: Budget: Funding: Cost Item: Carollo, Jason Anderson 09/30/2014 10/03/2014 251 0.00 Bid Item 01 Item No. 01 SEWRP Solids Ha 0.00 10,470.00 10,470.00 1,186 0 1,186 10/01 /2014 Archer Western Contractors, Gary Wheelwright, Jason Buoy Pending High 10/10/2014 PCM Description and Justification: Contractor is requested to submit a proposal for installation of temporary sludge piping as illustrated in the attached drawings. This temporary piping is required due to a change in the order of Sludge Holding Tank Construction. Locations Digested Sludge Pumping Station eadoc PCM # 4 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 2 of 2 Files PCM 004-Temporary IDS Piping.pdf 1.1 MB P1000.pdf 357.63 KB P2513.pdf 332.10 KB P2558.pdf 339.42 KB Plan and Sections - DSPS Temporary IDS Piping P1000 Unistrut Cutsheet P2514 Unistrut Cutsheet P2558-60 Unistrut Cutsheet eadoc I TRAWSMI YpicAL ALL %.Lg Li c T IF.4 ADD WSCH 80 PVC FOR TEMPORARYSLUDGE 41112- D.CICAL VEM TRANSFER PUMP SUCTION PIP NG TIF ALL AuLs NOTE, SECT FKIW. 3!QE57ED SLAB SLLCM pLIW. Trp D.0 %Ls i 9' 0WEVIED SILLIDGIE 'R&wx qnm GICESTO -, r7 a- clawnew L D%wo. III: 8- SCH 80 PVC 45 BEND (TYP OF 2) I ii—w- w - - - *' OW HOT -DIP GALVANIZED ISTRUTSUPPORTS PLAN A — TEMPORARY SLUDGE PIPING sm wit TM. II II ADD 6' SCH 80 PVC FOR TEMPORARYSLUDGE TRANSFER PUMP • sr SUCTION PIPING I e r s 4; ->r— _ s� r�r��� Q 1 a HOT -DIP GALVANIZED _ ��• UNISTRUT SUPPORTS P7000 CHANNEL, P2514 HORIZONTAL 6- MJ DI EL BRACE.. AND P2558-60 PIPE SPOOL (fYP OF 3! SECTION B — TEMPORARY SLUDGE PIPING l,/] r— Y� j =4 I• air ww.n- o ADD 6' SCH 80 PVC FOR TEMPORARY SLUDGE E s s »r TRANSFER PUMP SUCTION PIPING ..�..� I m HOT -DIP GALVANIZED UNISTRUT SUPPORTS P1000 6' MJ DI ELL AND FL X PE CHANNEL, P2514 HORIZONTAL SPOOL BRACE. AND P2558.60 PIPE (TYP OF 3- SECTION C — TEMPORARY SLUDGE PIPING Proposed Contract Modification #4 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: Consultant Project No.: JCarollo Engineers Contractor: lArcher Western Construction Date: Attention The following change in the contract on this project is proposed • Work sholl not commence until outhorized by the OWNER. J Owner J Engineer J Contractor October 23, 2014 Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project Costs associated with this proposal are for PCM 04 for installing PVC temporary suction header for the sludge transfer pumps and demolition. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: J Add J Deduct J Not Change Comments: $10,4 00 Jason Buoy�`�"`�"��" LLL wLwWIEier�+clYgrwgmrr�c �t M�Alc t0ll16.111]Ct00 GENERAL CONTRACTOR 10/23/2014 DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Protect OWNER: City of Lubbock WORK DESCRIPTION: 04 DSPS Sludge Transfer Pumps Temporary Suction Line ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 Labor Burden 58% of Labor Small Tools •% of LaborSubcontractor Profit C 5% MTIJ �17• ��-�ilL•7 [TO]/c1i1T,[•IIL1�1:16Y•iiLY'PROPO OH&P c- Subsistence (Out of Town Costs @ . • • Insurance and Bond @3% ���_ �IIIIIIIIIIIIIIIIEif ?•ri:3i Y_1L :111!I!k1:J - page 2 PCM # 4 Response # 3 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Submitted Status: Created By: Type: Carollo Response to PCM # 4 10/08/2015 Pending Carollo, Jason Anderson Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #4 will be submitted with Change Order #1. eadoc PCM#5 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 1 Tank 7 T_em orary Overflow Submitted : Bypass Submitted To: Type: Proceed immediately on time/materials Contract: 92249 Status: Contractor: Archer Western Contractor Priority: ISO Currency Code: USD Pending On User: Purchase Order: RFP 14-11644-TF Pending On Org: Created By: Archer Western Contractors, Jason Buoy Created: 10/24/2014 Change Date: 09/22/2014 Schedule ID: Not to Exceed $: 9,727.00 Set: Bid Item 01 Approved Thru Last: 0.00 Amount Added: 0.00 New Approved Amount: 0.00 Current Contract Duration: 1,186 Days Added: 0 New Contract Duration: 1,186 Budget: Funding: Cost Item: 10/24/2014 Carollo,Gary Wheelwright,Jason Anderson,Lynene Voelker Pending Medium Gary Wheelwright, Lynene Voelker Carollo PCM Description and Justification: Tank 7 Temporary Overflow Bypass Time & Material as directed by Owner and Engineer. Files PCM 05.pdf 131.18 KB eadoc Proposed Contract Modification #5 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: lCity of Lubbock Initiated By: J Owner J Engineer Consultant Project No.: Carollo Engineers J Contractor Contractor: Archer Western Construction Date: October 24, 2014 Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP -Solids Handling Improvements Project PCM for time & material for tank 7 temporary emergency overflow. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days BY (Consultant Name): This change will: ;j Add ,J Deduct J Not Change DATE Comments: $9,727.00 Owner's Action: J Accepted J Rejected aa.b+w.<ws.�awr Jason Buoy.:-,---..--.-.,, w113014.1os415 GENERAL CONTRACTOR BY (Owner) 10/24/2014 DATE Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: M 05 Tank 7 Emergency Overflow ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 page 2 PCM # 5 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Submitted Status: Created By: Type: Carollo Response to PCM # 5 10/08/2015 Pending Carollo, Jason Anderson Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #5 will be submitted with Change Order #1. eadoc PCM#6 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 2 PCM 06 Type: Contract: Contractor: ISO Currency Code: Purchase Order: Created By: Created: Change Date: Schedule ID: Not to Exceed $: Set: Approved Thru Last: Amount Added: New Approved Amount: Current Contract Duration: Days Added: New Contract Duration: Budget: Funding: Cost Item: Submit quotation for 92249 Archer Western Con USD RFP 14-11644-TF Submitted : 01/30/2015 9*~To: Carollo,Gary Wheelwright,Jason Anderson,Lynene Voelker Revision Date: Status: Priority: Pending On User: Pending On Org: Archer Western Contractors, Jason Buoy 01 /27/2015 3,458.00 0.00 0.00 0.00 1,186 0 1,186 Pending High Gary Wheelwright, Lynene Voelker Carollo PCM Description and Justification: Material costs for changing existing sludge feed to tank 6 & 7 from digesters 8 & 9 from 8" Glass -lined DIP to 8" PVC C900. eadoc PCM # 6 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 2 of 2 Files PCM 06.pdf 128.25 KB eadoc Proposed Contract Modification #6 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: Consultant Project No.: Carollo Engineers Contractor: lArcher Western Construction Date: Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project for material only to change the existing 8" Glass Lined DIP line from Digesters 8 & 9 to tanks 6 & 7 with C900 PVC pipe. J Owner J Engineer J Contractor 1/27/2015 Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: W Add ,J Deduct .J Not Change Comments: $3,458 Jason Buoy.----�.-wT��.� GENERAL CONTRACTOR 1/27/15 DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: M 06 ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 � • - tom'®��" ��• 11 '�E '�- -�---- .rrr - -------Hsu•:•1 ' • Labor Burden L Small Tools @ 0% of Labor• Subcontractor Profit L ?• •'r Efi=SFl-Y•l�adi'•1�3iIi'Ll�'YliR7:.•7 • •r --� .• •r •� --- .• •• •T� --- TOTAL DIRECT COSTS: • : - @ Subsistence (Out of Town Costs @ -. • • Insurance and • L ----Pik►/ekl ----t�ih:•IIiYJ page 2 PCM # 6 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Submitted Status: Created By: Type: Carollo Response to PCM # 6 10/08/2015 Pending Carollo, Jason Anderson Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #6 will be submitted with Change Order #1. eadoc PCM # 7 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 1 PCM 07 Type: Contract: Contractor: ISO Currency Code: Purchase Order: Created By: Created: Change Date: Schedule ID: Not to Exceed $: Set: Approved Thru Last: Amount Added: New Approved Amount: Current Contract Duration: Days Added: New Contract Duration: Budget: Funding: Cost Item: Submit quotation for perfor 92249 Archer Western Contractor USD RFP 14-11644-TF Submitted : 8*nM To Priority: Pending On User: Pending On Org: Archer Western Contractors, Jason Buoy 01 /30/2015 23,767.00 0.00 0.00 0.00 1,186 0 1,186 PCM Description and Justification: Relocation of FRP manhole & extension of 10" Supernatant line. Files PCM 07.pdf 132.38 KB 01 /30/2015 Carollo,Gary Wheelwright, Jason Anderson,Lynene Voelker Pending High Gary Wheelwright, Lynene Voelker Carollo eadoc Proposed Contract Modification #7 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: J Owner J Engineer Consultant Project No.: lCarollo Engineers J Contractor Contractor: Archer Western Construction Date: 1/30/2015 Attention The following change in the contract on this project is proposed • Work sholl not commence until outhorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project PCM for relocation of the FRP Manhole and the extension of the 10" Supernatant line coming from tank 7. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: W Add J Deduct J Not Change Comments: $23,767 Jason Buoy°°�hw""`�`" GENERAL CONTRACTOR 1/30/2015 DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: M 07 FRP Manhole Relocation ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 escn tion I City I Unit I Unit/Price I LaborMaterial Equipment I Subcontractor I Totals Mechanical Work Crew 1 40.00 IMH 17.00 $680.00 S680.00 urb & utter rew additional 60' 80.00 MH $17.00 $1,360.00 1.360.01) Loader orator 8.00 MH $22.00 $176.00 1 6. 00 u erwsion 2 . 1. Total a r 00 PAATEIUAL Flowable Fill 1 50.00 ICY 87.00 1 1 $4,350.001 1 1 $4,350.00 Concrete 1 " lassdined DIP 40.00 L .1 3,086.00 3,086. Road Aggregate Base Course 40.00 In $18.531 W41.2U $741.20 I Backhoe i 1. Loader I 1.00 IUY 21m.00 200.00 200.00 Asphalt i 34.00 1Tn i $128.001 i 1 1 $4,352.00 4,352.00 TOTALS: Labor Burden @ 58% of Labor Small Tools @ 10% of Labor Subcontractor Profit @ 5% S17.3137F 321.60 321. 0 T21760 OH&P Q 15% Subsistence (Out of Town Costs @ $3.00/MH) Insurance and Bond @3% Subtotal: page 2 PCM # 7 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Carollo Response to PCM # 7 Submitted : 10/08/2015 Status: Pending Created By: Carollo, Jason Anderson Type: Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #7 will be submitted with Change Order #1. eadoc PCM #8 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 1 Digested Sludge Pump Station Submitted : 02/10/2015 Pilasters Submitted To: Carollo,Gary Wheelwright,Jason Type: Other Anderson,Lynene Voelker Contract: 92249 Status: Pending Contractor: Archer Western Contractor Priority: High ISO Currency Code: USD Pending On User: Gary Wheelwright, Lynene Voelker Purchase Order: RFP 14-11644-TF Pending On Org: Carollo Created By: Archer Western Contractors, Jason Buoy Created: 02/10/2015 Change Date: Schedule ID: Not to Exceed $: 5,369.00 Set: Approved Thru Last: 0.00 Amount Added: 0.00 New Approved Amount: 0.00 Current Contract Duration: 1,186 Days Added: 0 New Contract Duration: 1,186 Budget: Funding: Cost Item: PCM Description and Justification: PCM for the direction given in DC #3 for adding CMU pilasters. Files PCM 08.pdf 131.65 KB eadoc DC#3 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 2 Pilaster Detail for Digested Sludge Pump Station Created By: Created: CPM Activity Impacted: None Carollo, Jason Anderson 01 /13/2015 Information and Reason For Design Clarification: Submitted: 01/15/2015 Submitted To: Gary Sagehorn,Gar Wheelwright, Jason Revision Date: Status: Closed Priority: Medium During construction, it was determined that the grouted cells in the walls of the Boiler Room in the Digested Sludge Pump Station do not line up consistently. To construct the beams supporting the new monorail on the available grouted pilasters would require the support beams to be skewed relative to the monorail. It is suggested that the pilaster details be modified to allow construction with support beams perpendicular to the monorail. See attached sketches for added interior pilasters. Notes: 1. This will change the length and details at west end of the east -west monorail support beams. Shop drawings will be affected. 2. The details include horizontal rebar and bolts drilled and bonded into the existing CMU wall. Since some cells of that wall are grouted and some have voids, the bonding method will need to be tailored to the actual conditions at the embeds: a. Determine in the field final locations of pilasters. Lay out locations of horizontal #4@16" U-bars and bolts for clip angle at top of W10 beams. Confirm locations of these bonding points with respect to solid grouting and face shells or center webs of concrete masonry units. Submit sketches to Engineer for review. b. Where solid masonry and/or grout extends at least 2 inches past the bonding location (in all directions), bond reinforcement and bolts using Hilti HIT HY-150 system. c. Where bonding occurs in hollow masonry, bond reinforcement and bolts using Hilti HY-20 system. d. Where bonding occurs in solid masonry or grout, but solid construction extends 2 inches or less past outside diameter of reinforcement or bolt, advise Engineer and obtain engineer's instructions before proceeding. eadoc DC#3 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 2 of 2 Locations Digested Sludge Pumping Station References Specification 04055 Specification 04100 Specification 04220 Drawing 8900A10-03-S-01 Drawing 8900A10-03-S-02 Drawing 8900A10-03-S-03 Files DC3-Dig Sludge PSta Pilasters.pdf 374.30 KB Details for Digested Sludge PS Pilasters Published Published Published Published Published Published If you believe that this Design Clarification will result in a change to the project time or value, please submit a Change Order Request within 14 working days from date created. eadoc C�[ csr � , L flINE80L!>`lvE.1. _ -4 an alNlmlualorta ax anNwlo®I IWI`aV ++ UII0*33 A I�EIU 811X2411 a n nwlaIA Plug'sMite Ar I.F. 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A1l` `e�1hLL- 7.oy4-ttt4 IS CONFORMED DOCUMENTS am, /I� I� / . / CITY OF LUBBOCK, TEXAS E1uFv caoi� ' /�,d SEWRP SOLIDS WWDUNG IMPROVEMENTS PROJECT r.�,wwo riot ols.Ae lawaiioa warlsmuaaloax eanD>oarelr®Nq.NaN r�ty0� 03501 lubbock - oA,r - P1aac HI 6717F¢W1 W-0101 rt�u DIGESTED SLUDGE PUMP STATION pm�q a'ufT NO Ellrtau ,�aa..., PLAN was® a a«a er , 'ROiQ.T M.fOaq NIE Y.IL aaanaa.aasolq. Am Engineers... Working Wonders With Water' so FSC RECYCLED P■px made from rea,dod mWrld F8C'C051133 BY_ alb DATE 2014-.LLL SUBJECT L015KCril CHKD. BY DATE Q(C-1 � uix T, r, PlrA SHEET NO. 2 OF JOB NO. PAM AD A -4�i. � Vll IC�X 33 au � _- N�N +� A/A MlM I�ET D EF I 66516 N NoM. NCO i SHT Z _•II-_ Z & - I I µAS P TEe a, 01 17, rFj C-M V - WAu� AT A PLAWW WALL, ... 6M pET - E •... Ax V5ow A , �E (.iUtt I tl(o qa;2.T Vj` r IMATCA4 I N!Z Z-O DowEt.�j ro - tkCo zT d' St A�FS CD r W1 HArN(kr, A 8,cmo 105 B _ �,,, PI(hST� CZ wc�u5� EY.IST ' Sir oow�t ' Pk- e EbQ-1 cato ` L vUEST �(.3�gT.O7 u fl} Sl DE 4tr lCv L �nwes-r �� a 4 � ` 5Eli MOM WALL, A . LoAM. VjeLrS& A IZ"�lU l'f-12OW N r�tlkST�FZ � , I�U1"lrS: � NEtu 8'� GP✓ll� t) # 4d tom' HOP- L_._I bAQS: 4ET PUAoMe us I W, bl (l,T( H IT H v 20 t N 1.1 O(.-t.OU) 6Et.E6, v tz w4 mc) VKA-4 YQ N eas ._.. 5C.ULID G2oUMC) .'411 PAST i5kBEr->. 2) BF -AM p5�Aei06 r-L-4rE d AMcNoY- eOLTS PE9 P6T 3 any DUX4 03-60Z, e\�C.EPT PATS I)IME•M510kiSsHowN tNEel, 0 ,drcarollo Engineers ... Working Wonders With Water` BY 411t, DATE 2014-1121 SUBJECT SHEET NO. _I OFF CHKD. BY DATE DIG Swpc%p- P`' JOB NO, 2W)n Ah0 -+ p7A Cje- of elf-(t)Tt w-? (Z!`c.ku 314,cb I3Ucr e-s. WtO. so FSC ~ warg RECYCLED PIPlr made from neMod matMal F8C'C051133 Z : 3XW O 50L.T -4"OG I KI uEzr sLmrrEo tooL S,, ► nu5Li N c)T-S W I t I.G I DE UL)-r FI N cK zrz 'il cw T . 5EE rzcLxS PF-rz Kiln& I , SIFtET z OG' 3 Proposed Contract Modification #8 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: City of Lubbock Initiated By: Consultant Project No.: JCarollo Engineers Contractor: lArcher Western Construction Date: Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project PCM for work involved with DC #3 for constructing CMU pilasters in the upper level of the digested sludge pump station. J Owner J Engineer J Contractor Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: u Add J Deduct J Not Change Comments: $5,369 Jason Buoy" pnr MI5�1.IOIS.fC.�l pla GENERAL CONTRACTOR 2/10/2015 DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: M 08 ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 . •r ® rr •� --- •r -�--- • r• W ----IMMMMIirU:rl �_ � Labor Burden L Small Tools L� . Labor Subcontractor Profit @ r r9 *r r9 �iiial�iC?drlrUl�'L;�eF:.iI•I!1 .r •r --- r rr . • • • --� . r r r Subsistence (Out of Town Costs @ r r Insurance and Bond @ ----�i.1tiR:•1 --�J I-j r�•r -- --.. •.�-. 'fir r.:' NNIMM1.Maj page 2 PCM # 8 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Submitted Status: Created By: Type: Carollo Response to PCM # 8 10/08/2015 Pending Carollo, Jason Anderson Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #8 will be submitted with Change Order #1. eadoc PCM#9 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 1 Roof Drain Material Change Type: Other Contract: 92249 Contractor: Archer Western G ISO Currency Code: USD Purchase Order: RFP 14-11644-TF Submitted : Submitted To: Priority: Pending On User: Pending On Org: Created By: Archer Western Contractors, Jason Buoy Created: 02/10/2015 Change Date: Schedule ID: Not to Exceed $:-41,458.00 Set: Approved Thru Last: 0.00 Amount Added: 0.00 New Approved Amount: 0.00 Current Contract Duration: 1,186 Days Added: 0 New Contract Duration: 1,186 Budget: Funding: Cost Item: PCM Description and Justification: Roof drain material change per RFI 008. Files PCM 09.pdf 131.00 KB 02/10/2015 Carollo,Gary Wheelwright, Jason Anderson,Lynene Voelker Pending High Gary Wheelwright, Lynene Voelker Carollo eadoc RFI#8 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Roof Drain Piping Material Submitted: Submitted To: Status: Priority: Created By: Archer Western Contractors, Jason Buoy Created: 06/19/2014 06/19/2014 Gary Wheelwright, Jason Anderson,Lynene Voelker Closed Medium Information and Reason Requested: Specification Section 15052 — "Common Work Results for General Piping" lists in its attached that the material for RD (Roof Drains) is to be ductile iron pipe with epoxy and polyurethane coating. In the Solids Handling Building the roof drain system will be difficult to access after construction for any future maintenance. Given the corrosive environment of the building would the owner consider changing the material for RD (Roof Drains) to schedule 80 PVC with waterborne acrylic emulsion coating which would be a non-metallic, non -corrosive material. Please advise. Responses Document IS Carollo Response to RFI # 8 Carollo Response to RFI # 8 Date Submitted 07/08/2014 Status Created By I Organization Draft Gary Wheelwright Carollo Closed Rashi Gupta Carollo eadoc RFI # 8 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Carollo Response to RFI # 8 Submitted: 07/08/2014 Created By: Carollo, Rashi Gupta Type: Official Response to Request: The use of Sch. 80 PVC, coated with Waterborne Acrylic Emulsion (solvent welded or flanged, tested at 25-ft via Gravity test method) for the roof drains in the Solids Handling Building is acceptable. Contractor shall submit cost reduction/credit associated with substitution of the Sch. 80 PVC coated with Waterborne Acrylic Emulsion (solvent welded or flanged, tested at 25-ft via Gravity test method) for the specified Class 53 cement -mortar lined/epoxy and polyurethane coated ductile iron pipe. In the event Contractor believes the RFI response does or will cause a change to the requirements of the Contract, Contractor shall immediately give written notice stating that Contractor considers the response to be a Change Order. eadoc Proposed Contract Modification #1 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: lCity of Lubbock Initiated By: J Owner J Engineer Consultant Project No.: lCarollo Engineers ✓� Contractor Contractor: lArcher Western Construction Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project PCM for changing roof/ overflow pipe material from ductile iron pipe to PVC schedule 80 pipe per RFI #8. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: J Add J Deduct J Not Change Comments: ($41,458) Jason Buoy a�"�'�' hp,aMMWnnm Cm,ounbn 6 .. ] 013 N.101353J1�US� O.mIR atoll GENERAL CONTRACTOR 2/10/2015 DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: P M ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 - •' �jP���. �Fl?Ti�L�.iJf��-`211....1'*S*iTrTnSfi�J� 4 . jjjjjjjjjjjjjjjjjjjjj. • : • 11 111 1 I .. 1 11 11 -- .. 1 11 11 ..: 11 1Q1����� LTa 111 11 111 11 -- II I II - a•�t - 1i j.l -----MMMMMIIIII(1:1�-MMNMMMLUI "r, ------ . 1 1MOMMENUI 1�1 -ar��•a��r/ `wi`t• y�A �..-� Labor BurdenL Small ToolsL I' of Subcontractor Labor L 1 PI `Ftti]Lx1:19A:11] . 1 1'1 .1 PI `EjL}.xl:lail[11] 11 de Subsistence (Out of Town Costs L I1 Insurance and Bond @3% Subtotal: M� �Eiib>r)1 PCM # 9 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/08/2015, Page 1 of 1 Subject: Carollo Response to PCM # 9 Submitted : 10/08/2015 Status: Pending Created By: Carollo, Jason Anderson Type: Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the credit proposal, and have found the credit to be in line with what would be expected wtih the change in roof drain pipe material. This PCM #9 will be submitted with Change Order #1. eadoc PCM #10 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 1 PCM 10 Type: Contract: Contractor: ISO Currency Code: Purchase Order: Created By: Created: Change Date: Schedule ID: Not to Exceed $: Set: Approved Thru Last: Amount Added: New Approved Amount: Current Contract Duration: Days Added: New Contract Duration: Budget: Funding: Cost Item: Submitted Submit quotation for perfom3r0mNUn*To: 92249 Archer Western ContractorsStatus: USD Priority: RFP 14-11644-TF Pending On User: Pending On Org: Archer Western Contractors, Jason Buoy 09/10/2015 330,296.00 PCM Description and Justification: For pipe modifications associated with PCM 02. Files PCM #10.pdf 136.64 KB 0.00 0.00 0.00 1,186 0 1,186 09/10/2015 Carollo,Gary Wheelwright,Jason Anderson, Lynene Voelker Pending Medium Gary Wheelwright, Lynene Voelker Carollo eadoc Proposed Contract Modification #10 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: ICity of Lubbock Initiated By: Consultant Project No.: Carollo Engineers Contractor: lArcher Western Construction Date: Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. Description of the Proposed Change: J Owner J Engineer J contractor 9/4/2015 Lubbock SEWRP - Solids Handling Improvements Project This proposal is for providing and install pipe modifications for the sludge holding tank piping given in PCM 02. Proposal does not contain pricing for the fiber reinforcing of the control room roof deck. Pricing can be made available after it is determined what the deck would require. Sawcutting in the control room will be up to within 6" of tank 6 & 7 walls. Price includes no additional wall scanning. Note the additional days to extend the contract. Jason Buoy Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J unchanged by 20 calendar days BY (Consultant Name): This change will: V Add J Deduct J Not Change DATE Comments: $330,296 Owner's Action: O".wlwa Yq,o-NaMr Wntw�(a„wtbn Jason Buoy J Accepted J Rejected Mv:]OOW l016DJ.0 d111P GENERAL CONTRACTOR BY (Owner) 9/4/2015 DATE Date Lubbock SEWRP Solids Handling Improvements Proles OWNER: City of Lubbock WORK DESCRIPTION: Pipe Modifications Pertaining to PCM 02 ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 75038 Description Oty Unit UnitlPrice Labor Material Equipment Subcontractor Totals LABOR Rebar. Form Place Demo 6 Rub Tank 7 Top Repairs 400.00 MH 520.00 $8 000.00 $8 000.00 Control Building Demolition 400.00 MH $20.00 $8 000.00 $8 000.00 Install Control Building Pie 192.00 MH $20.00 $3 840.00 $3 840.00 Install Control Building Platform Grating. Handrail 3 Ladder 200.00 MH $20.00 $4 000.00 34 OOO.00 Erect/ Remove Shoring for Control Buildi Demo 280.00 MH $20.00 SS 600.00 $5 600.00 Erecli Remove Scaffo4dinq for Control Building Pie Install 80.00 MH $20.00 $1 600.00 $1 600.00 Install and Backfill 3" NPW 220.00 MH $20.00 $4 400.00 54 400.00 Install and Backfill 10" 6 12" OF Drain Yard Pie 140.00 MH $20.00 $2 800.00 $2 800.00 Excavator Operator 40.00 MH $20.00 $800.00 $800.00 Loader Operatm 120.00 MH $20.00 52 400.00 $2 400.00 Crane Operator 100.00 MH $32.00 162.. $3 200.00 Area Superintendent I 200.00 MH $50.00 $10 000.00 $10 000.00 1 MATIERJikL 3" PVC NPW Pipe System 1.00 LS $2 382.62 $2 382.62 $2 382.62 Pie Backfill Material d Trucking 1.00 LS 5900.00 $900.00 5900.00 10" Overflow Pipina Syterns both tanks 1.00 LS $64 100.00 $54 100.00 $64 100.00 Exisfina Gooseneck Modifications 1.00 LS $1 000.00 $1 000.00 $1 000.00 Plug Valves 1.00 LS $3 620 00 $3 620 00 $3 620.00 Gooseneck Vent 6.00 EA $350 00 $2.100 00 $2 100.00 Pipe Supports 1.00 LS $10 570 00 $10 570 00 $10 570 00 Misc. Metals 1.00 LS 315418. DO 31541800 $1541800 ECOPMENT IShorma for Control Building Demo 1.00 LS $6 ODO 00 S6,00000 $6 000 00 IScaffoldina for Control Building Pie Install 1.00 LS $3 000 00 $3 000 00 $3 000 00 Scaffolding for Tank Wall Top Repairs 1.00 LS SS 000 00 I 1 1 $5 000 00 1 $S 000 00 Crane 1.00 MO I 515 000.00 I 1 1 $15 000.00 1 $15 000.00 SUBCONTRACT Pie Insulation S Heat Tram 1.00 LS St 000.00 $1 000.00 $1 000.00 Wunderlkh-Malec Proposal 1.00 LS $12 730.00 $132 730.00 $12 730.00 ACME Proposal 1. 521233.00 $233.30 2 $21 233.30 Sawcut Control Room Concrete Deck 1. LS $3 0 $000 33000.00 Hole Con 6.00 EA $1 000.00 Se000.00 $6 000.00 ITEMSIMSCIELLANIEDUS Tank 7 ExistingCover Additional Demo Work due to Upset Lid 1.00 ILS 1 $20,000.00 $20,1300.00 $20,000.00 TOTALS: Burden ® 58% of Labor Small Tools 10% of Labor Subcontractor Profit ® 5% $54 640.00 $120 090.62 $29 000.00 S43 963.30 $247 693.92 $31 691.20 $31 691.20 35,46400 $5 464.00 2 196.17 $2 198.17 TOTAL DIRECT COSTS: OHBP @ 15% Subsistence (Out of Town Costs ® $3.00/MH) Insurance and Bond ®3% Subtotal: $287 047 $36 132.87 $7 116 00 $O 0O SO 00 $330 296 TOTAL AMOUNT THIS COST PROPOSAL SUMMARY 3330 296 SECTION 16990E CONDUIT SCHEDULE AREA 03 PART1 GENERAL 1.01 SUMMARY A. Conduit requirements: 1. As defined in Section 16050 and Section 16130. B. Cable requirements and definitions: 1. As defined in Section 16050 and Section 16123. 2. 2/CS#16: 2 conductor, 16 gauge, twisted shielded pair. 3. 3/CS#16: 3 conductor, 16 gauge, twisted shielded triplet. 4. MFR: Manufacturer or vendor furnished cable. 5. PULL: Pull Rope. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 CONDUIT SCHEDULE A. Conduit Schedule is presented on the following pages. July 2013 - DRAFT 16990E-1 890OA10 pw://Carollo/Documents/ClienUrX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION D LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-L-010 02E01 0.75" 2 #10 XHHW-2 1 #10 XHHW-2 FR: POLE LIGHT 03-L-045 TO. JB-2C 2 #10 » POLE LIGHT POWER 1 1" 18 #14 XHHW-2 1 #14 XHHW-2 EDR-1001B 03-C-035 TO: J-BOX 7 #14 » EDR-1001 B CONTROL (RTU) 3 #14 » EDR-1001BSPARE PCM-02 8 #14 » EDR-10018 CONTROL LCP 03-L-020 02E01 0.75" 2 #10 XHHW-2 1 #10 XHHW-2 FR' POLE LIGHT 03-C-035 TO: J-BOX 2 #10 » POLE LIGHT POWER 03-P-020 02E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR EDR-1001B 03-P-035 TO. J-BOX MA DISCONNECT) 3 #12 » EDR-1001BPOWER 01 - 1 2E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR LCP-10018 PCM-02 TO, CONDUIT TEE 8 #14 » EDR-1001B CONTROL LCP 01C-025 02E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE PCM-02 TO. J-BOX 8 #14 » EDR-1001B CONTROL (LCP) 01C-021 8 #14 » EDR-1002B CONTROL (LCP) 03-C-031 01C-030 02EO1 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR EDR-1002B TO. J-BOX 7 #14 » EDR-1002B CONTROL (RTU) 3 914 » EDR-1002B SPARE PCM-02 8 #14 » EDR-1002B CONTROL LC 01P-030 02E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-10028 TO. J-BOX (VIA DISCONNECT) 3 #12 » EDR-10029 POWER 03-C-031 02E . 5` 8 #14 XHHW-2 1 #14 XHHW-2 FR. LCP-1002B 03-C-025 PCM-02 TO CONDUIT TEE 8 #14 » EDR-10028 CONTROL LC 03-C-035 02ED1 1.5" 2 #10 XHHW-2 1 #10 XHHW-2 FR: J-BOX 03-L-045 20 #14 XHHW-2 TO: JB-2C 2 #10 » POLE LIGHT POWER 03-L-020 7 #14 » EDR-1001B CONTROL 01C-020 3 #14 » EDR-1001B SPARE 01C-020 7 #14 » EDR-1002B CONTROL 03-03-CO 3 #14 » EDR-1002B SPARE 03-03-CO 01P-035 02E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR, J-BOX 01P-045 TO JB-2P 3 #12 » EDR-1001B POWER 01P-020 3 #12 » EDR-1002B POWER 03-03-PO 01X-035 03E05 2" 1 PULL ROPE FR: JB-2X TO, ELECTRICAL ROOM CONDUIT CAP 1 PULL » SPARE 01C-040 02E01 0.75" 10 #14 XHHW-2 1 #14 XHHW-2 FR AHU-1010 01C-041 03E04 1 MFR CABLE TO CONDUITTEE 1 MFR » AHU-1010 THERMOSTAT 10 #14 » AHU-1010 CONTROL 01L-040 02E01 0.75" 2 #10 XHHW-2 1 #10 XHHW-2 FR' POLE LIGHT 01L-045 TO: JB-2C 2 #10 » POLE LIGHT POWER 01P-D40 112E01 0.75" 3 18 XHHW-2 1 #8 XHHW-2 FR. AHU-1010 03-P-045 1 1 1 1 1 1 TO: JB-2P (VIA DISCONNECT) 3 98 » AHU-1010 POWER July 2013 - DRAFT 1699OB-2 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/8900A10/Speclfical ons/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-045 02EOI 1.5" 30 #14 XHHW-2 1 #14 XHHW2 FR. JB-2C 03-C-976 03E05 TO: WIREWAY (WWC-1) 7 914 »EDR-1001B CONTROL 03-03-05 3 014 » EDR-10018 SPARE 03-0345 7 014 » EDR-1002B CONTROL 03-03-05 3 #14 » EDR-1002B SPARE 03-03-05 10 #14 » AHU-1010 CONTROL 03-C-041 03-L-045 02E01 0.75" 6 #10 XHHW2 1 #10 XHHW-2 FR: JB-2C 03E04 TO: CONDUIT TEE 2 #10 » POLE LIGHT POWER 03-L-010 2 N10 » POLE LIGHT POWER 03-C-035 2 #10 » POLE LIGHT POWER 03-L-040 03-P-045 02E01 1" 3 #8 XHHW-2 1 #8 XHHW-2 FR: JB-2P 03E05 6 N12 XHHW-2 TO: PP-1000A(VIAWWP-1) 3 N12 » EDR-IG01BPOWER 03-P-035 3 N12 » EDR-1002B POWER 03-P-035 3 #8 » AHU-1010 POWER 03-P-040 03-P-050 02E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: PRV-1095 03-P-974 03E05 TO: WIREWAY WWP-2P(VIA DISCONNECT B JB-2P) 3 #12 » PRV-1095 POWER 03-S-050 02E01 0.75" 1 2JCS-#16 1 #14 XHHW-2 LIT-1001 -S-052 TO CONDUIT TEE PCM-02 I VCS-#16 » LIT-1001 SIGNAL 03-S-051 02E01 0.75" 1 2ICS-#16 1 #14 XHHW-2 FR LIT-1002 03-S-05 TO CONDUIT TEE PCM-02 1 2JCS-#16 » LIT-1002 SIGNAL 02 01 0 78" 2 2ICS-#16 1 #14 XHHW2 FR. CONDUIT TEE 0 9 PCM-02 TO JB•2S 1 2ICS-#16 » LIT-1001 SIGNAL 03•S-050 I 2JCS416 » LIT-1002 SIGNAL 03-S-051 - 5 1 0.75" 2 2ICS#16 1 #14 XHHW-2 FR JB-2S 03-5-973 WE05 TO WIREWAY WWS-1 PCM-02 1 ?JCS-#16 » LIT-1001 SIGNAL 03-S-052 PC%02 1 21CS416 » LIT-1002SIGNAL 03-S-052 03-S-061 0 #1 1 #14 XHHW-2 FR AIT-1001A TO WIREWAY WWS-1 PCM-021 1 2JCS-#16 » Al T•1001A SIGNAL PCN402.1 1 2JCS-#16 » AIT-1001A POWER 03-S-062 07Y 2 2JCS•#16 1 -2 FR AIT-1002A TO WIREWAY WWS.1 PCM-02 1 1 2JCS-#18 » AIT-1002A SIGNAL PCM-02.1 I 1 71CS416 » AIT-1002A POWER 03-P-065 075" 3 #12 XHHW-2 1 #12 XHHW-2 FR BLO.1001A TO DISCONNECT PCM-02.1 3 #12 » BLO.1001A POWER 03-P-066 0w 3 #12 XHHW-2 1 #12 XHH -2 FRBLO.1002A TO DISCONNECT PCM-02.1 3 #12 » BLO. 1002A POWER 03-P-067 0 1 #12 XHHW-2 FR DISCONNECT TO. WIREWAY WWP"1 PCM-021 3 #12 » BLO-1001A POWER 03-P-065 03-P•088 0 75" 3 #12 XHH -2 1 #12 XHHW-2 FR DISCONNECT TO WIREWAY WWP-1 PCM-02 1 3 #12 » BLO-1002A POWER 03-P-066 03-C-100 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1011 03-C-112 TO: CONDUIT TEE 8 #14 » LCP-1011 CONTROL 4 #14 » LCP-1011 SPARE 03-P-100 03E01 1" 3 #8 XHHW2 1 #10 XHHW-2 FR: PMP-1011 03-P-101 2 N12 XHHW-2 TO: CONDUIT TEE 2 N14 XHHW-2 3 08 » PMP-1011 POWER 2 #12 » MWH-1011 POWER 2 914 » TSH•1 July 2013 - DRAFT 16990B-3 890OA10 pw•J/CarollolDocuments/Client/MLubbocW8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-S-100 03E01 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR. LCP-1011 03-S-771 TO WIREWAY (WWS) 1 3/CS-#16 » LCP-1011 POT 03-C-101 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR. CONDUIT TEE 03-C-119 TO J-BOX 2 #14 » TSH-1011 CONTROL 03-P-101 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR. CONDUIT TEE 03E04 2 #12 XHHW-2 TO VFD-1011 (VIA TRENCH, JB-LOW-3P, & JB-UPP-3P) 3 #8 >> PMP-1011 POWER 03-P-100 2 #12 » MWH-1011 POWER 03-P-100 03-C-105 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR, PSL-1011A 03-C-111 TO CONDUITTEE 2 #14 >> PSL-1011A CONTROL 03-C-107 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR PSH-1011B 03-C-119 TO: J-BOX 2 #14 » PSH-1011B CONTROL 03-C-110 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-111 TO: CONDUIT TEE 2 #14 » TSH-1010 CONTROL 03-P-110 03-P-110 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: MAC-1010 03-C-110 2 #14 XHHW-2 TO: CONDUIT TEE 3 #12 >> MAC-1010 POWER 2 #12 >> MWH-1010POWER 2 #14 » TSH-1010 CONTROL 03-C-111 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-112 TO: CONDUIT TEE 2 #14 >> PSL-1011A CONTROL 03-C-105 2 #14 » TSH-1010 CONTROL 03-C-110 03-P-111 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUITTEE 03-P-131 TO: WIREWAY (WWP) 3 #12 » MAC-1010 POWER 03-P-110 2 #12 >> MWH-1010POWER 03-P-110 03-C-112 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-119 TO: J-BOX 6 #14 >> LCP-1011 CONTROL 03-C-100 4 #14 » LCP-1011 SPARE 03-C-100 2 #14 >> PSL-1011A CONTROL 03-C-111 2 #14 >> TSH-1010 CONTROL 03-C-111 03-C-119 03E01 i" 20 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-131 TO: WIREWAY (WWC) 2 #14 >> TSH-1011 CONTROL 03-C-101 2 #14 >> PSH-1011B CONTROL 03-C-107 6 #14 >> LCP-1011 CONTROL 03-C-112 4 #14 >> LCP-1011 SPARE 03-C-112 2 #14 >> PSL-1011A CONTROL 03-C-112 2 #14 >> TSH-1010 CONTROL 03-C-112 03-C-120 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1011 TO: FIT-1011 1 MFR » FE-1011 MFR POWER 03-S-120 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1011 TO: FIT-1011 1 MFR >> FE-1011 MFR SIGNAL 03-C-121 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1011 03-C-773 TO: WIREWAY (W WC) 2 #14 >> FIT-1011 POWER 03-S-121 03E01 0.75" 1 2/CS-#16 1 #14 XHHW-2 FR: FIT-1011 03-S-771 TO: WIREWAY (WWS) 1 2/CS-#16 >> FIT-1011 SIGNAL 03-C-131 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR VCP-1010 03-C-773 TO WIREWAY (W WC) 2 014 >> TSH-1010 CONTROL 03-C-119 4 014 » VCP-1010 CONTROL (TO RTU) 4 #14 >> VCP-1010 SPARE (TO RTU) 4 014 >> VCP-1010 CONTROL (TO VFD) 4 #14 » VCP-1010 SPARE O VFD July 2013 - DRAFT 16990B-4 890OA10 pw://Carollo/Documents/ClientfTX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 9 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-131 03E01 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1010 03-P-239 TO: WIREWAY (WWP) 3 #12 » MAC-1010 POWER 03-P-111 2 #12 » MWH-1010 POWER 03-P-111 3 #12 >> VCP-1010POWER 03-C-200 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1021 03-C-212 TO: CONDUIT TEE 8 #14 >> LCP-1021 CONTROL 4 #14 >> LCP-1021 SPARE 03-P-200 03EO/ 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1021 03-C-201 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 >> PMP-1021 POWER 2 #12 >> MWH-1021 POWER 2 #14 » TSH-1021 CONTROL 03-5-200 03EO1 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR: LCP-1021 03-S-771 TO: WIREWAY (WWS) 1 3/CS-#16 >> LCP-1021 POT 03-C-201 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-219 TO: J-BOX 2 #14 >> TSH-1021 CONTROL 03-P-200 03-P-201 03E01 075" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03EO4 2 #12 XHHW-2 TO: VFD-1021 (VIA TRENCH, JB-LOW-3P, R JB-UPP-3P) 3 #8 >> PMP-1021 POWER 03-P-200 2 #12 >> MWH-1021 POWER 03-P-200 03-C-205 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1021A 03-C-211 TO: CONDUIT TEE 2 #14 » PSL-1021A CONTROL 03-C-207 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-1021B 03-C-219 TO: J-BOX 2 #14 >> PSH-1021B CONTROL 03-C-210 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-211 TO: CONDUIT TEE 2 #14 » TSH-1020 CONTROL 03-P-210 03-P-210 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR: MAC-1020 03-C-210 2 #14 XHHW-2 TO: CONDUIT TEE 3 #12 » MAC-1020 POWER 2 #12 >> MWH-1020 POWER 2 #14 » TSH-1020 CONTROL 03-C-211 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-212 TO CONDUIT TEE 2 #14 » PSL-1021A CONTROL 03-C-205 2 #14 >> TSH-1020 CONTROL 03-C-210 03-P-211 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR CONDUITTEE 03-P-231 TO WIREWAY (WWP) 3 #12 » MAC-1020 POWER 03-P-210 2 #12 >> MWH-1020 POWER 03-P-210 03-C-212 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-219 TO, J-BOX 8 #14 >> LCP-1021 CONTROL 03-C-200 4 #14 » LCP-1021 SPARE 03-C-200 2 #14 >> PSL-1021A CONTROL 03-C-211 2 #14 >> TSH-1020 CONTROL 03-C-211 03-C-219 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR J-BOX 03-C-231 TO WIREWAY (W WC) 2 #14 >> TSH-1021 CONTROL 03-C-201 2 #14 >> PSH-1021B CONTROL 03-C-207 8 #14 >> LCP-1021 CONTROL 03-C-212 4 #14 >> LCP-1021 SPARE 03-C-212 2 #14 >> PSL-1021A CONTROL 03-C-212 2 #14 >> TSH-1020 CONTROL 03-C-212 03-C-220 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR FE-1021 TO FIT-1021 1 MFR » FE-1021 MFR POWER 03.5.220 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR. FE-1021 TO FIT-10321 1 MFR >> FE-1021 MFR SIGNAL July 2013 - DRAFT 16990B-5 890OA10 pw://Carollo/Documents/ClienVTX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-221 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1021 03-C-773 TO: WIREWAY (W WC) 2 #14 » FIT-1021 POWER 03-S-221 03E01 0.75" 1 2/CS-#16 1 #14 XHHW-2 FR: FIT-1021 03-S-771 TO: WIREWAY (WWS) 1 2ICS416 » FIT-1021 SIGNAL 03-C-231 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: VCP-1020 03-C-773 TO: WIREWAY (W WC) 2 #14 » TSH-1020 CONTROL 03-C-219 4 #14 » VCP-1020 CONTROL (TO RTU) 4 #14 » VCP-1020 SPARE (TO RTU) 4 #14 » VCP-1020 CONTROL (TO VFD) 4 #14 » VCP-1020 SPARE O VFD 03-P-231 03E01 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1020 03-P-239 TO: WIREWAY (WWP) 3 #12 » MAC-1020 POWER 03-P-211 2 #12 » MWH-1020 POWER 03-P-211 3 #12 » VCP-1020 POWER 03-P-239 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAY(WWP) 03E05 TO: EX MCC-1000 (VIA JB-LOW-3P, JB-UPP-3P, & WWP-2) 3 #12 » VCP-1010 POWER 03-P-131 3 #12 » VCP-1020 POWER 03-P-231 03-C-300 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1031 03-C-312 TO: CONDUIT TEE 8 #14 » LCP-1031 CONTROL 4 #14 » LCP-1031 SPARE 03-P-300 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1031 03-C-301 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1031 POWER 2 #12 » MWH-1031 POWER 2 #14 » TSH-1031 CONTROL 03-S-300 03E01 0.75" 1 3ICS-#16 1 #14 XHHW-2 FR: LCP-1031 03-S-771 TO: WIREWAY (WWS) 1 3/CS-#16 » LCP-1031 POT 03-C-301 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-319 TO: J-BOX 2 #14 » TSH-1031 CONTROL 03-P-300 03-P-301 03E01 075" 3 #8 XHHW-2 1 #10 XHHW-2 CONDUITTEE 03E04 2 #12 XHHW-2 TO VFD-1031 (VIA TRENCH, JB-LOW-3P, & JB-UPP-3P) IFR 3 #8 » PMP-1031 POWER 03-P-300 2 #12 » MWH-1031 POWER 03•P-300 03-C-305 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR PSL-1031A 03-C-311 TO CONDUIT TEE 2 #14 » PSL-1031A CONTROL 03-C-307 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR PSH-1031B 03-C-319 TO J-BOX 2 #14 » PSH-1031B CONTROL 03-C-310 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-311 TO CONDUIT TEE 2 #14 » TSH-1030 CONTROL 03•P-310 03-P-310 03E01 075" 5 #12 XHHW-2 1 #12 XHHW-2 FR MAC-1030 03-C-310 2 #14 XHHW-2 TO CONDUIT TEE 3 #12 » MAC-1030 POWER 2 #12 » MWH-1030 POWER 2 #14 » TSH-1030 CONTROL 03-C-311 03E01 075" 4 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-312 TO CONDUIT TEE 2 #14 » PSL-1031A CONTROL 03-C-305 2 #14 »TSH-1030 CONTROL 03-C-310 03-P-311 03E01 075" 5 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUITTEE 03-P-331 TO: WIREWAY (W WP) 3 #12 » MAC-1030 POWER 03-P-310 2 #12 » MWH-1030POWER 03-P310 July 2013 - DRAFT 16990E-6 890OA10 pw://Carollo/Documents/Client/T)ULubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 9 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-312 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-319 TO: J-BOX 8 #14 » LCP-1031 CONTROL 03-C-300 4 #14 » LCP-1031 SPARE 03-C-300 2 #14 » PSL-1031A CONTROL 03-C-311 2 #14 » TSH-1030 CONTROL 03-C-311 03-C-319 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-331 TO: WIREWAY (WWC) 2 #14 » TSH-1031 CONTROL 03-C-301 2 #14 » PSH-1031B CONTROL 03-C-307 8 #14 » LCP-1031 CONTROL 03-C-312 4 #14 » LCP-1031 SPARE 03-C-312 2 #14 »PSL-1031A CONTROL 03-C-312 2 #14 » TSH-1030 CONTROL 03-C-312 03-C-320 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1031 TO: FIT-1031 1 MFR » FE-1031 MFR POWER 03-S-320 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1031 TO: FIT-1031 1 MFR » FE-1031 MFR SIGNAL 03-C-321 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1031 03-C-774 TO: WIREWAY (WWC) 2 #14 » FIT-1031 POWER 03-S-321 03E01 0.75" 1 2/CS-#16 1 #14 XHHW-2 FR: FIT-1031 03-S-771 TO: WIREWAY (W WS) 1 2/CS-#16 » FIT-1031 SIGNAL 03-C-331 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: VCP-1030 03-C-774 TO: WIREWAY (WWC) 2 #14 » TSH-1030 CONTROL 03-C-319 4 #14 » VCP-1030 CONTROL (O RTU) 4 #14 » VCP-1030 SPARE (TO RTU) 4 #14 » VCP-1030 CONTROL (rO VFD) 4 #14 » VCP-1030 SPARE TO VFD 03-P-331 03E01 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1030 03-P-691 TO: WIREWAY (WWP) 3 #12 » MAC-1030 POWER 03-P-311 2 #12 » MWH-1030 POWER 03-P-311 3 #12 » VCP-1030 POWER 03-C-500 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1051 03-C-512 TO: CONDUIT TEE 8 #14 » LCP-1051 CONTROL 4 #14 » LCP-1051 SPARE 03-P-500 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1051 03-C-501 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1051 POWER 2 #12 » MWH-1051 POWER 2 #14 » TSH-1051 CONTROL 03-S-500 03E01 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR: LCP-1051 03-S-771 TO: WIREWAY (W WS) 1 3/CS-#16 » LCP-1051 POT 03-C-501 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-519 TO: J-BOX 2 #14 » TSH-1061 CONTROL 03-P-500 03-P-501 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03E04 2 #12 XHHW-2 TO: VFD-1051 (VIA TRENCH, JB-LOW-3P, 6 JB-UPP-3P) 3 #8 » PMP-1051 POWER 03-P-500 2 #12 » MWH-1051 POWER 03-P-500 03-C-505 03E01 0.76" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1051A 03-C-511 TO: CONDUIT TEE 2 #14 » PSL-1051A CONTROL 03-C-507 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-10518 03-C-519 TO: J-BOX 2 #14 » PSH-1051B CONTROL 03-C-510 03E01 075" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-511 TO: CONDUITTEE 2 #14 » TSH-1050 CONTROL 03-P-510 July 2013 - DRAFT 16990B-7 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-510 03E01 0.75" 5 #12 XHHW-2 1 #12 XHHW-2 FR MAC-1050 03-C-510 2 #14 XHHW-2 TO CONDUIT TEE 3 #12 »MAC-1050 POWER 2 #12 » MWH-1050 POWER 2 #14 » TSH-1050 CONTROL 03-C-511 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-512 TO CONDUIT TEE 2 #14 » PSL-1051A CONTROL 03-C-505 2 #14 » TSH-1050 CONTROL 03-C-510 03-P-511 03E01 0.75" 5 012 XHHW-2 1 #12 XHHW-2 FR CONDUIT TEE 03-P-531 TO WIREWAY (WWP) 3 #12 » MAC-1050 POWER 03-P-510 2 #12 » MWH-1050 POWER 03-P-510 03-C-512 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-519 TO, J-BOX 8 #14 » LCP-1051 CONTROL 03-C-500 4 #14 » LCP-1051 SPARE 03-C-500 2 #14 » PSL-1051A CONTROL 03-C-511 2 #14 » TSH-1050 CONTROL 03-C-511 03-C-519 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-531 TO: WIREWAY (WWC) 2 #14 » TSH-1051 CONTROL 03-C-501 2 #14 » PSH-1051B CONTROL 03-C-507 8 #14 » LCP-1051 CONTROL 03-C-512 4 #14 » LCP-1051 SPARE 03-C-512 2 #14 » PSL-1051A CONTROL 03-C-512 2 #14 » TSH-1050 CONTROL 03-C-512 03-C-531 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: VCP-1050 03-C-774 TO: WIREWAY (WWC) 2 #14 » TSH-1050 CONTROL 03-C-519 4 #14 » VCP-1050 CONTROL (TO RTU) 4 #14 » VCP-1050 SPARE (TO RTU) 4 #14 » VCP-1050 CONTROL (TO VFD) 4 #14 » VCP-1050 SPARE O VFD 03-P-531 03E01 0.75" 8 #12 XHHW-2 1 #12 XHHW-2 FR: VCP-1050 03-P-691 TO: WIREWAY (WWP) 3 #12 » MAC-1050 POWER 03-P-511 2 #12 » MWH-1050 POWER 03-P-511 3 #12 » VCP-1050 POWER 03-C-600 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1001 03-C-609 TO: J-BOX 8 #14 » LCP-1001 CONTROL 4 #14 » LCP-1001 SPARE 03-P-600 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1001 03-C-601 2 012 XHHW-2 TO: CONDUIT TEE 2 014 XHHW-2 3 #8 » PMP-1001 POWER 2 #12 » MWH-1001 POWER 2 #14 » TSH-1001 CONTROL 03-S-600 03E01 0.75" 1 3ICS-#16 1 #14 XHHW-2 FR: LCP-1001 03-S-679 TO: WIREWAY (WWS) 1 3ICS-#16 » LCP-1001 POT 03-C-601 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-609 TO: J-BOX 2 #14 » TSH-1001 CONTROL 03-P-600 03-P-601 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUITTEE 03E04 2 012 XHHW-2 TO: VFD-1001 (VIA TRENCH, JB-LOW-3P, 8. JB-UPP-3P) 3 #8 » PMP-1001 POWER 03-P-600 2 #12 » MWH-1001 POWER 03-P-600 03-C-605 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1001A 03-C-609 TO: J-BOX 2 #14 » PSL-1001A CONTROL 03-C-607 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR PSH-1001B 03-C-609 TO J-BOX 2 #14 » PSH-1001B CONTROL July 2013 - DRAFT 16990E-8 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-609 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-613 TO: CONDUIT TEE 8 #14 » LCP-1001 CONTROL 03-C-600 4 #14 » LCP-1001 SPARE 03-C-600 2 #14 » TSH-1001 CONTROL 03-C-601 2 #14 » PSL-1001A CONTROL 03-C-605 2 #14 » PSH-1001B CONTROL 03-C-607 03-C-611 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1001F 03-C-613 TO: CONDUIT TEE 4 #14 » ZSOC-1001F CONTROL 03-C-613 03E01 1" 22 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-619 TO: CONDUIT TEE 8 #14 » LCP-1001 CONTROL 03-C-609 4 #14 » LCP-1001 SPARE 03-C-609 2 #14 » TSH-1001 CONTROL 03-C-609 2 #14 » PSL-1001A CONTROL 03-C-609 2 #14 » PSH-1001B CONTROL 03-C-609 4 #14 » ZSOC-1001F CONTROL 03-C-611 03-C-617 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1001G 03-C-619 TO: CONDUIT TEE 2 #14 » ZSOC-1001G CONTROL 03-C-619 03E01 1.5" 24 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-775 TO: WIREWAY (W WC) 8 #14 » LCP-1001 CONTROL 03-C-613 4 #14 » LCP-1001 SPARE 03-C-613 2 #14 » TSH-1001 CONTROL 03-C-613 2 #14 » PSL-1001A CONTROL 03-C-613 2 #14 » PSH-1001B CONTROL 03-C-613 4 #14 » ZSOC-1001F CONTROL 03-C-613 2 #14 » ZSOC-1001G CONTROL 03-C-617 03-C-620 03E01 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1002D 03-C-629 TO: CONDUIT TEE 4 #14 » ZSOC-1002D CONTROL 03-C-621 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1001E 03-C-629 TO: CONDUIT TEE 2 914 » ZSOC-1001E CONTROL 03-C-629 03E01 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-775 TO: WIREWAY (WWC) 2 #14 » ZSOC-1002D CONTROL 03-C-620 4 #14 » ZSOC-1001E CONTROL 03-C-621 03-C-630 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1001D 03-C-631 TO: CONDUIT TEE 8 #14 » EDR-10010 CONTROL (LCP) 7 #14 » EDR-10010 CONTROL(RTU) 3 #14 » EDR-10010 SPARE RTU 03-P-630 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001D 03-P-649 TO: CONDUIT TEE 3 #12 » EDR-1001D POWER 03-C-631 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1001D TO: WIREWAY (W WC) 8 #14 » EDR-1001D CONTROL LCP 03-C-630 03-P-631 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001D DISCONNECT 03-P-659 TO: WIREWAY (W WP) 3 #12 » EDR-1001D POWER 03-P-649 3 #12 » FOR-1001D POWER DISCONNEC 03-C-640 03E01 1" 1B #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1001A 03-C-641 TO: CONDUIT TEE 8 #14 » EDR-1001A CONTROL(LCP) 7 #14 » EDR-1001A CONTROL (RTU) 3 #14 » EDR-1001A SPARE RTU 03-P-640 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001A 033P-649 TO: CONDUIT TEE 3 #12 » EDR-1001A POWER 03-C-641 03E01 0.75" 8 914 XHHW-2 1 #14 XHHW-2 FR: LCP-10001A TO: WIREWAY(WWC) 8 #14 » EDR-10001A CONTROL LCP 03-C-640 July 2013 - DRAFT 16990E-9 890OA10 pw://Carollo/Documents/Client/fX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 9 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-641 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR EDR-1001A DISCONNECT 03-P-659 TO. WIREWAY (WWP) 3 #12 » EDR-1001APOWER 03-P-649 3 #12 » EDR-1001A POWER(DISCONNECT) 03-C-649 03E01 1.5" 36 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-775 TO WIREWAY (WWC) 8 #14 » EDR-1001D CONTROL(LCP) 03-C-630 7 #14 » EDR-1001D CONTROL(RTU) 03-C•630 3 #14 » EDR-1001D SPARE (RTU) 03-C-630 8 #14 >> EDR-1001A CONTROL(LCP) 03-C•640 7 #14 » EDR-1001ACONTROL(RTU) 03-C-640 3 #14 » EDR•1001ASPARE RTU 03-C-640 03-P-649 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR CONDUIT TEE 03-P-631 TO WIREWAY (WWP) 3 #12 >> EDR-1001D POWER 03-P•630 3 #12 » EDR-1001APOWER 03-P-640 03-C-650 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1001C 03-C-651 TO: WIREWAY (WWC) 8 #14 » EDR-1001 C CONTROL (LCP) 7 #14 >> EDR-1001C CONTROL (RTU) 3 #14 » EDR-1001C SPARE RTU 03•P-650 03E01 0.75" 3 #12 XHHW2 1 #12 XHHW-2 FR: EDR-1001C 03-P-651 TO: WIREWAY (WM) 3 #12 >> EDR-1001C POWER 03-C-651 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1001C TO: WIREWAY (WWC) 8 #14 » EDR-1001C CONTROL LCP 03-C-650 03-P-651 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1001C DISCONNECT 03-P-659 TO: WIREWAY (WWP) 3 #12 » EDR-1001C POWER 03-P-650 3 #12 >> EDRA 001C POWER DISCONNEC 03-S-655 03E01 0.75" 1 3ICS-#16 1 #14 XHHW-2 FR: AE-1090A 03-S-679 TO: WIREWAY (W WS) 1 31CS-#16 >> AE-1090A SIGNAL 03-P-659 03E01 0.75" 9 #12 XHHW-2 1 #12 XHHW2 FR: WIREWAY (WWP) 03E05 TO: PP-1000A(VIA JB-LOW-3P, J&UPP-3P,&WWP-1) 3 #12 » EDR•1001D POWER (DISCONNECT) 03-P•631 3 #12 » EDR-1001A POWER (DISCONNECT) 03-P-641 3 #12 » EDR-1001C POWER DISCONNEC 03-P-651 03•S-660 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1001 03-S-661 TO: FIT-1001 1 MFR » FE-1001 MFR SIGNAL 03•C-661 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: FIT-1001 03•C•775 TO: WIREWAY (WWC) 2 #14 >> FIT-1001 POWER 03-S-661 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FIT-1001 03-S-679 1 2ICS-#16 TO: WIREWAY (W WS) 1 MFR » FE-1001 MFR SIGNAL 03-S•660 1 2/CS-#16 >> FIT-1001 SIGNAL 03-C-671 03E01 0.75" 1 MFR CABLE 1 #14 XHHW2 FR: MAU-1091 THERMOSTAT 03-C-675 TO: J&UPP-3C (VIA JB-LOW-3C) 1 MFR >> MAU•1091 THERMOSTAT CONTROL 03-C-675 03E03 0.75" 1 MFR CABLE 1 #14 XHHW2 FR: JB-UPP-3C 03-C-841 TO: CONDUIT TEE 1 MFR >> MAU-1091 THERMOSTAT CONTROL 03-C-671 03-S-679 03E01 2" 2 3/CS-#16 1 #14 XHHW2 FR: WIREWAY 03-S-773 03E05 1 2ICS-#16 TO: WIREWAYWWS•1(VIAVIAJB LOW-3S8J&UPP-3S) 1 3/CS-#16 >> LCP-1001 POT 03-S•600 1 3/CS-#i6 » AE-1090ASIGNAL 03-S•655 1 2/CS-#16 » FIT-1001 SIGNAL 03-5661 03-C-680 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW2 FR: SUMP PUMP J-BOX TO: VCP•1060 2 #14 >> LSH-1060 CONTROL 2 #14 >> LS1-1060 CONTROL 2 #14 >> LS2.1060 CONTROL 2 #14 >> LSL-1060 CONTROL 2 #14 >> LSLL-1060 CONTROL 2 #14 >> LE-1060 POWER July 2013 - DRAFT 16990B-10 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7nn5 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-681 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR. SUMP PUMP J-BOX 4 014 XHHW-2 TO VCP-1060 3 012 » PMP-1061 POWER 2 014 » MSH-1061 CONTROL 2 #14 » TSH-1061 CONTROL 03-P-682 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR SUMP PUMP J-BOX 4 014 XHHW-2 TO VCP-1060 3 #12 » PMP-1062 POWER 2 #14 » MSH-1062 CONTROL 2 #14 » TSH-1062 CONTROL 03-C-689 03E01 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR VCP-1060 03-C-775 TO WIREWAY (WWC) 12 014 » VCP-1060 CONTROL 4 #14 » VCP-1060 SPARE 03-P-689 03E01 0.75" 3 #10 XHHW-2 1 #10 XHHW-2 FR. VCP-1060 03-P-691 TO: WIREWAY (WWP) 3 #10 » VCP-1060 POWER 03-P-691 03E01 1" 3 #10 XHHW-2 1 #10 XHHW-2 FR: WIREWAY(WWP) 03E05 6 012 XHHW-2 TO: EX MCC-1000 (VIA J&LOW-3P, JB-UPP-3P, 8 WWP-2) 3 #12 » VCP-1030 POWER 03-P-331 3 #12 » VCP-1050 POWER 03-P-531 3 #10 » VCP-1060 POWER 03-P-689 03-C-700 03E01 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1002 03-C-709 TO: J-BOX 8 #14 » LCP-1002 CONTROL 4 #14 » LCP-1002 SPARE 03-P-700 03E01 1" 3 #8 XHHW-2 1 #10 XHHW-2 FR: PMP-1002 03-C-701 2 #12 XHHW-2 TO: CONDUIT TEE 2 #14 XHHW-2 3 #8 » PMP-1002 POWER 2 #12 » MWH-1002 POWER 2 #14 » TSH-1002 CONTROL 03-S-700 03E01 0.76" 1 3ICS-#16 1 #14 XHHW-2 FR: LCP-1002 03-5 771 TO: WIREWAY (WWS) 1 3ICS-#16 » LCP-1002 POT 03-C-701 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-709 TO: J-BOX 2 #14 » TSH-1002 CONTROL 03-P-700 03-P-701 03E01 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: CONDUIT TEE 03E04 2 012 XHHW-2 TO: VFD-1002 (VIA TRENCH, JB-LOW-3P, 8 JB-UPP-3P) 3 #8 » PMP-1002 POWER 03-P-700 2 #12 » MWH-1002 POWER 03-P-700 03-C-705 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSL-1002A 03-C-709 TO: J-BOX 2 #14 » PSL-1002A CONTROL 03-C-707 03E01 0.76" 2 #14 XHHW-2 1 #14 XHHW-2 FR: PSH-1002B 03-C-709 TO: J-BOX 2 #14 » PSH-1002B CONTROL 03-C-709 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX 03-C-713 TO: CONDUIT TEE 8 #14 » LCP-1002 CONTROL 03-C-700 4 #14 » LCP-1002 SPARE 03-C-700 2 #14 » TSH-1002 CONTROL 03-C-701 2 #14 » PSL-1002A CONTROL 03-C-705 2 #14 » PSH-1002B CONTROL 03-C-707 03-C-711 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1002F 03-C-713 TO: CONDUIT TEE 2 #14 » ZSOC-1002F CONTROL 03-C-713 03E01 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUITTEE 03-C-715 TO: CONDUITTEE 8 #14 » LCP-1002 CONTROL 03-C-709 4 #14 » LCP-1002 SPARE 03-C-709 2 #14 » TSH-1002 CONTROL 03-C-709 2 #14 » PSL-1002A CONTROL 03-C-709 2 #14 » PSH-1002B CONTROL 03-C-709 2 #14 » ZSOC-1002F CONTROL 03-C-711 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: ZSOC-1002E 03-C-715 r=J-0E.1 1 TO: CONDUITTEE 2 #14 » ZSOC-1002E CONTROL July 2013 - DRAFT 1699OB-11 890OA10 pw://Carollo/Documents/ClienVTX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 9 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-715 03E01 1" 22 #14 XHHW-2 1 #14 XHHW-2 FR. CONDUITTEE 03-C-719 TO. CONDUIT TEE 8 #14 » LCP-1002 CONTROL 03-C-713 4 #14 » LCP-1002 SPARE 03-C-713 2 #14 » TSH-1002 CONTROL 03-C-713 2 #14 » PSL-1002A CONTROL 03-c-713 2 #14 » PSH-1002B CONTROL 03-C-713 2 #14 » ZSOC-1002F CONTROL 03-C-713 2 #14 » ZSOC-1002E CONTROL 03-C-714 03-C-717 03E01 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR ZSOC-1002G 03-C-719 TO CONDUIT TEE 2 #14 » ZSOC-1002G CONTROL 03-C-719 03E01 1.5" 24 #14 XHHW-2 1 #14 XHHW-2 FR CONDUITTEE 03-C-776 TO WIREWAY (W WC) 8 #14 » LCP-1002 CONTROL 03-C-715 4 #14 » LCP-1002 SPARE 03-C-715 2 #14 » TSH-1002 CONTROL 03-C-715 2 #14 » PSL-1002A CONTROL 03-C-715 2 #14 » PSH-1002B CONTROL 03-C-715 2 #14 » ZSOC-1002F CONTROL 03-C-715 2 #14 » ZSOC-1002E CONTROL 03-C-715 2 #14 » ZSOC-1002G CONTROL 03-C-717 03-C-740 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1002A 03-C-741 TO: WIREWAY (WWC) 8 #14 » EDR-1002A CONTROL (LCP) 7 #14 » EDR-1002A CONTROL(RTU) 3 #14 » EDR-1002A SPARE RTU 03-P-740 03E01 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002A 03-P-741 TO: WIREWAY (WWP) 3 #12 » EDR-1002APOWER 03-C-741 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1002A TO: WIREWAY (W WC) 8 #14 » EDR-1002A CONTROL LCP 03-C-740 03-P-741 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002A DISCONNECT 03-P-759 TO: WIREWAY fWWP) 3 012 » EDR-1002APOWER 03-P-740 3 #12 » EDR-1002A POWER(DISCONNECT) 03-C-750 03E01 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR: EDR-1002C 03-C-751 TO: WIREWAY (W WC) 8 014 » EDR-1002C CONTROL (LCP) 7 014 » EDR-1002C CONTROL (RTU) 3 #14 » EDR-1002C SPARE RTU 03-P-750 03E01 0.75' 3 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002C 03-P-751 TO: WIREWAY fWWP) 3 #12 » EDR-1002C POWER 03-C-751 03E01 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: LCP-1002C TO: WIREWAY (WWC) 8 #14 » EDR-1002C CONTROL LCP 03-C-750 03-P-751 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: EDR-1002C DISCONNECT 03-P-759 TO: WIREWAY (W WP) 3 012 » EDR-1002C POWER 03-P-750 3 #12 » EDR-1002C POWER DISCONNEC 03-S-755 03E01 0.75" 1 3/CS-#16 1 #14 XHHW-2 FR: AE-1090B 03-S-771 TO: WIREWAY (W WS) 1 3/CS-#16 » AE-1090B SIGNAL 03-P-759 03E01 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAY(WWP) 03E05 TO: PP-1000A(VIA JB-LOW-3P, JB-UPP-3P, & WWP-1) 3 012 » EDR-1002A POWER (DISCONNECT) 03-P-741 3 #12 » EDR-1002C POWER(DISCONNECT) 03-P-751 03-S-760 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FE-1002 03-S-761 TO: FIT-1002 1 MFR » FE-1002 MFR SIGNAL 03-C-761 03E01 0.75" 2 #14 XHHW-2 1 014 XHHW-2 FR: FIT-1002 03-C-776 TO: WIREWAY (W WC) 2 #14 » FIT-1002 POWER July 2013 - DRAFT 1699OB-12 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/690OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION D LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-S•761 03E01 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: FIT•1002 03-S-771 1 2ICS-#16 TO: WIREWAY (WWS) 1 MFR » FE-1002 MFR SIGNAL 03-S-760 1 2ICS.#16 » FIT-1002 SIGNAL 03-C-771 03E01 0.75" 6 #14 XHHW-2 1 #14 XHHW2 FR: XSH-1091 03-C-038 03E04 TO: J-BOX(VIA JB-LOW-3C 6JB-UPP-3C) 4 #14 » XSH-1091 TO LCP-1090 2 #14 » XSH-1091 TO FACPA 000 03-S-771 03E01 2" 6 3ICS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS) 03-S-773 03E05 4 2ICS-#16 TO: WIREWAY WWS-1(VIA VIA JB-LOW-3S&J&UPP-3S) 1 31CS-016 » LCP-1011 POT 03-5100 1 2ICS-#18 » FIT-1011 SIGNAL 03-S-121 1 31CS-#18 » LCP•1021 POT 015200 1 2ICS416 » FIT-1021 SIGNAL 03-S-221 1 3ICS-#18 » LCP-1031 POT 03-S-300 1 2ICS-#16 » FIT-1031 SIGNAL 03-S-321 1 3ICS-#16 » LCP-1051 POT 015500 1 3ICS-#16 » LCP-1D02 POT 03-S-700 1 3lCS-1{16 » AE-1090B SIGNAL 03-S-755 1 2ICS-#i6 » FIT-1002 SIGNAL 03-S-761 03-C-773 03E01 2" 72 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC) 03-C-973 03E05 TO: WIREWAY WWC-1 (VIAJB-LOW-3C & JB-UPP-3C) 2 #14 » TSH-1011 CONTROL 03-C-119 2 #14 » PSH-1011B CONTROL 03-C-119 8 #14 » LCP-1011 CONTROL 03-C-119 4 #14 » LCP-1011 SPARE 03-C•119 2 #14 » PSL-1011A CONTROL 03-C-119 2 #14 » FIT-1011 POWER 03-C-121 4 #14 >a VCP-1010 CONTROL (TO RTU) 03-C-131 4 #14 >a VCP-1010 SPARE (TO RTU) 03-C-131 4 #14 » VCP-1010 CONTROL (TO VFD) 03-C•131 4 #14 » VCP-1010 SPARE (TO VFD) 03-C-131 2 #14 » TSH-1021 CONTROL 03-C-219 2 #14 » PSH-1021B CONTROL 03-C-219 8 #14 » LCP-1021 CONTROL 03-C-219 4 #14 » LCP•1021 SPARE 03-C-219 2 #14 » PSL-1021A CONTROL 03-C•219 2 #14 »FIT-1021 POWER 03-C-221 4 #14 » VCP-1020 CONTROL (TO RTU) 03-C-231 4 #14 » VCP-1020 SPARE (TO RTU) 03-C-231 4 #14 » VCP-1020 CONTROL (TO VFD) 03-C-231 4 #14 » VCP•1D20 SPARE ITO VFD 03-C-231 03-S-773 03E03 1.5" 4 #14 XHHW"2 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03-S-775 03E05 2 3ICS-#16 TO: CONDUIT TEE 2 2JCS-#16 1 3lCS-#18 » AE-1090ASIGNAL 03-S-679 1 2ICS-#18 » AIT-1090ASIGNAL 1 31CS-#16 » AE-1090B SIGNAL 03-S-771 1 2ICS416 » AJT-1090B SIGNAL 2 #14 a> A1T-1090A POWER 03-S-775 2 #14 » AIT-1090B POWER 03-5-777 03•C•774 03E01 2" 70 #14 XHHW2 1 #14 XHHW-2 FR: WIREWAY(WWC) 03-C-974 03E05 TO: WIREWAY WWC-1(VIA JB-LOW-3C&J&UPP-3C) 2 #14 » TSH-1031 CONTROL 03-C•319 2 #14 a> PSH•1031B CONTROL 03-C-319 8 #14 » LCP-1031 CONTROL 03-C-319 4 #14 a> LCP-1031 SPARE 03-C-319 2 #14 » PSL-1031A CONTROL 03-C-319 2 #14 » FIT-1031 POWER 03-C-321 4 #14 » VCP-1030 CONTROL (TO RTU) 03-C-331 4 #14 » VCP-1030 SPARE (TO RTU) 03-C-331 4 #14 » VCP-1030 CONTROL (TO VFD) 03-C-331 4 #14 » VCP-1030 SPARE (TO VFD) 03-C-331 2 #14 » TSH-1051 CONTROL 03-C-519 2 #14 » PSH-1051B CONTROL 03-C-519 8 #14 » LCP-1051 CONTROL 03-C-519 4 #14 >a LCP-1051 SPARE 03-G519 2 #14 >a PSL-1051A CONTROL 03-C-519 4 #14 » VCP-1050 CONTROL (TO RTU) 01C-531 4 #14 » VCP-1050 SPARE (TO RTU) 03-C-531 4 #14 » VCP-1050 CONTROL (TO VFD) 01C-531 4 #14 » VCP-105D SPARE CrO VFD 03-C-531 July 2013 - DRAFT 1699OB-13 890OA10 pw://Carollo/Documents/ClienVMLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE tl SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-775 03E01 2' 78 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC) 03-C-975 03E05 TO: WIREWAY WWC-1(VIA JB-LOW3C&JB-UPP•3C) 8 #14 »LCP-1001 CONTROL 03-C-619 4 #14 » LCP- 001 SPARE 03-c•619 2 #14 » TSH-1001 CONTROL 03-C-619 2 #14 >> PSL•1001A CONTROL 03-C•619 2 #14 » PSH-1001B CONTROL 03-C•619 4 #14 » ZSOC-1001F CONTROL 03-C-619 2 #14 >> ZS0C-1001G CONTROL 03-C-619 2 #14 » ZSOC-1002D CONTROL 03-C-629 4 #14 >> ZSOC-1001E CONTROL 03-C-629 7 #14 » EDR-1001 D CONTROL (RTU) 03-C•649 3 #14 >> EDR-1001 D SPARE (RTU) 03-C-649 7 #14 >> EDR-1001A CONTROL(RTU) 03-C-649 3 #14 >> EDR-1001A SPARE (RTU) 03-C•649 7 #14 >> EDR-1001C CONTROL (RTU) 03-C-650 3 #14 >> EDR•1001C SPARE (RTU) 03-C•650 2 #14 >> FIT-1001 POWER 03-C-661 12 #14 >> VCP-1060 CONTROL 03-C-689 4 #14 >> VCP-1060 SPARE 03-C-689 03-S-775 03E03 0.75" 2 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-5773 1 3/CS-#16 TO: AIT-1090A 1 2/CS-#16 1 3/CS-#16 >> AE-1090A SIGNAL 03-S-773 1 2/CS-#16 >> AJT•1090ASIGNAL 2 #14 >> AIT-1090A POWER 03-C-776 03E01 2" 46 #14 XHHW2 1 #14 XHHW2 FR: WIREWAY (WWC) 03-C-976 03E05 TO: WIREWAY WWC-1(VIA JB•LOW-3C&JB-UPP•3C) 8 #14 >> LCP-1002 CONTROL 03-C-719 4 #14 >> LCP-1002 SPARE 03-C-719 2 #14 >> TSH-1002 CONTROL 03-C-719 2 #14 >> PSL-1002A CONTROL 03-C-719 2 #14 >> PSH-1002B CONTROL 03-C•719 2 #14 >> ZSOC-1002F CONTROL 03-C-719 2 #14 >> ZSOC-1002E CONTROL 03-C-719 2 #14 >> ZSOC-1002G CONTROL 03-C•719 7 #14 >> EDR-1002A CONTROL (RTU) 03-C-740 3 #14 >> EDR-1002A SPARE (RTU) 03-C-740 7 #14 >> EDR-1002C CONTROL (RTU) 03-C•750 3 #14 >> EDR-1002C SPARE (RTU) 03-C-750 2 #14 » FIT-1002 POWER 03•C-761 03-S-777 03E03 0.75" 2 #14 XHHW2 1 #14 XHHW2 FR: CONDUITTEE 03-S-773 1 3/CS016 TO: AIT-1090B 1 2/CS-#16 1 3/CS-#16 >> AE-1090B SIGNAL 03-S-773 1 2/CS-#16 >> AIT-1090B SIGNAL 2 #14 » AIT-1090B POWER 03-C-800 03E03 0.75" 4 #12 XHHW-2 1 #12 XHHW2 FR: GO I NO-GO LIGHT 03-C-808 TO: J-BOX 4 #12 >> GO / NO-GO LIGHT CONTROL 03-P-800 03E03 0.75" 3 #10 XHHW-2 1 #10 XHHW-2 FR: MAU-1092 03•P•813 TO: CONDUIT TEE (VIA DISCONNECT) 3 #10 >> MAU-1092POWER 03-C-803 03E03 0.75" 4 #12 XHHW-2 1 #12 XHHW2 FR: GO / NO-GO LIGHT 03-C-807 TO: J-BOX 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-804 03E03 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: MAU-1091 03•C-805 1 MFR CABLE TO: CONDUIT TEE 10 #14 >> MAU-1091 CONTROL (TO RTU) 6 #14 >> MAU-1091 CONTROL (rO LCP-1090) 1 MFR >> MAU-1091 THERMOSTAT CONTROL 03-C-843 03-C-805 03E03 1" 16 #14 XHHW-2 1 #14 XHHW2 FR: CONDUITTEE 03•C-807 TO: J-BOX 10 #14 >> MAU•1091 CONTROL (TO RTU) 03-C-804 6 #14 >> MAU-1091 CONTROL 170 LCP-1090 03-C-804 03•C•806 03E03 1" 16 #14 XHHW-2 1 #14 XHHW-2 FR: MAU-1092 03-C•807 1 MFR CABLE TO: CONDUIT TEE 10 #14 >> MAU-1092 CONTROL (TO RTU) 6 #14 >> MAU-1092 CONTROL (TO LCP-1090) 1 MFR >> MAU-1092 THERMOSTAT CONTROL 03-G-845 July 2013 - DRAFT 16990E-14 8900A10 pw://Carollo/Documents/Client MLubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-807 03E03 1.5" 4 #12 XHHW-2 1 #12 XHHW-2 FR: J-BOX 03-C-808 32 #14 XHHW-2 TO: CONDUIT TEE 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-803 10 #14 » MAU-1091 CONTROL (TO RTU) 03-C-805 6 #14 » MAU-1091 CONTROL (TO LCP-1090) 03-C-805 10 #14 » MAU-1092 CONTROL (TO RTU) 03-C-806 6 #14 » MAU-1092 CONTROL O LCP-1090 03-C-806 03-C-808 03E03 1.5" 8 #12 XHHW-2 1 #12 XHHW-2 FR: CONDUITTEE 03-C-819 32 #14 XHHW-2 TO: CONDUIT TEE 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-800 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-807 10 #14 » MAU-1091 CONTROL (TO RTU) 03-C-807 6 #14 »MAU-1091 CONTROL (TO LCP-1090) 03-C-807 10 #14 » MAU-1092 CONTROL (TO RTU) 03-C-807 6 #14 » MAU-1092 CONTROL O LCP-1090 03-C-607 03-C-810 03E03 0.75" 4 #12 XHHW-2 1 #12 XHHW-2 FR' GO / NO-GO LIGHT 03-C-815 TO CONDUIT TEE 4 #12 » GO / NO-GO LIGHT CONTROL 03-P-810 03E03 0.75" 3 #10 XHHW-2 1 #10 XHHW-2 FR, MAU-1091 03-P-813 TO CONDUIT TEE (VIA DISCONNECT) 3 #10 » MAU-1091 POWER 03-C-611 03E03 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR NO-GO STROBE AND HORN 03-C-815 TO: CONDUIT TEE 2 #12 » NO-GO STROBE AND HORN CONTROL 03-P-813 03E03 0.75" 6 #10 XHHW-2 1 #10 XHHW-2 FR. CONDUITTEE 03-P-819 TO. CONDUIT TEE 3 #10 » MAU-1092 POWER 03-P-800 3 #10 » MAU-1091 POWER 03-P-810 03-C-815 03E03 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR. CONDUIT TEE 03-C-819 TO. CONDUIT TEE 4 #12 » GO I NO-GO LIGHT CONTROL 03-C-810 2 #12 » NO-GO STROBE AND HORN CONTROL 03-C-811 03-P-815 03E03 0.75" 3 #10 XHHW-2 1 #10 XHHW-2 FR HOI.1040 03-P-819 TO, CONDUIT TEE (VIA DISCONNECT) 3 #10 » H01.1040 POWER 03-C-819 03E03 1.5" 14 #12 XHHW-2 1 #12 XHHW-2 FR CONDUIT TEE 03-C-961 03E05 32 #14 XHHW-2 TO WIREWAY(WWC-1) 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-808 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-808 10 #14 » MAU-1091 CONTROL (TO RTU) 03-C-808 6 #14 » MAU-1091 CONTROL (TO LCP-1090) 03-C-808 10 #14 » MAU-1092 CONTROL (TO RTU) 03-C-808 6 #14 » MAU-1092 CONTROL (TO LCP-1090) 03-C-808 4 #12 » GO / NO-GO LIGHT CONTROL 03-C-815 2 #12 » NO-GO STROBE AND HORN CONTROL 03-C-815 03-P-819 03E03 1" 9 #10 XHHW-2 1 #10 XHHW-2 FR. CONDUITTEE 03E04 TO PP-1000A 3 #10 » MAU-1092 POWER 03-P-813 3 #10 » MAU-1091 POWER 03-P-813 3 #10 » HOI-1040 POWER 03-P-815 03-C-820 03E03 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR. PRV-1093 03-C-961 TO WIREWAY (WWC-1) 2 #12 » PRV-1093 POWER 03-P-820 03E03 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR PRV-1094 03-P-829 TO CONDUIT TEE 3 #12 » PRV-1094 POWER 03-P-823 03E03 0.75" 3 #12 XHHW-2 1 #12 XHHW-2 FR PRV-1098 03-P-829 TO CONDUIT TEE 3 #12 » PRV-1096 POWER 03-P-829 03E03 0.75" 6 #12 XHHW-2 1 #12 XHHW-2 FR. CONDUIT TEE 03-P-974 03E05 TO WIREWAY WWP-2P 3 #12 » PRV-1094 POWER 03-P-820 3 #12 » PRV-1096 POWER 03-P-823 03-C-830 03E03 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR XSH-1092 03-C-833 TO CONDUIT TEE 4 #14 » XSH-1092 TO LCP-1090 2 #14 » XSH-1092 TO FACP-1000 July 2013 - DRAFT 16990B-15 8900A10 pw://Carollo/Documents/ClientfTX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE 0 SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-831 03E03 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR XSH-1094 03-C-833 TO CONDUIT TEE 4 #14 » XSH-1 D94 TO LCP-1D90 2 #14 » XSH-1094 TO FACP-1000 03-C-833 03E03 0.75" 12 #14 XHHW-2 1 #14 XHHW-2 FR CONDUIT TEE 03-C-836 TO CONDUIT TEE 4 #14 » XSHA D92 TO LCP-1090 03-C-830 2 #14 » XSH-1092 TO FACP-10D0 03-C-830 4 #14 » XSH-1094 TO LCP-1090 03-C-831 2 #14 » XSH-1094 TO FACP-1000 03-C-631 03-C-835 03E03 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR XSH-1096 03-C-836 TO CONDUIT TEE 4 #14 » XSH-1096 TO LCP-1090 2 #14 » XSH-1096 TO FACP-1000 03-C-836 03E03 1" 18 #14 XHHW-2 1 #14 XHHW-2 FR. CONDUIT TEE 03-C-838 03E04 TO: J-BOX 4 #14 » XSH-1092 TO LCP-1090 03-C-833 2 #14 » XSH-1092 TO FACP-1000 03-C-833 4 #14 » XSHAD94 TO LCP-1090 03-C-833 2 #14 » XSH-1094 TO FACP-1000 03-C-833 4 #14 » XSH-1096 TO LCP-1090 03-C-835 2 #14 » XSH-1096 TO FACP-1000 03-C-835 03-C-837 03E03 0.75" 6 #14 XHHW-2 1 #14 XHHW-2 FR: XSH-1095 03-C-838 03E04 TO: J-BOX 4 #14 » XSH-1095 TO LCP-1090 2 #14 » XSH-1095 TO FACP-1000 03-C-838 03E04 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX TO: LCP-1090 4 #14 » XSH-1091 TO LCP-1090 03-C-771 4 #14 » XSH-1092 TO LCP-1090 03-C-836 4 #14 » XSH-1094 TO LCP-1090 03-C-836 4 #14 » XSH-1096 TO LCP-1090 03-C-836 4 #14 » XSH-1095 TO LCPAG90 03-C-837 03-C-839 03E04 0.75" 10 #14 XHHW-2 1 #14 XHHW-2 FR: J-BOX TO: FACP-10D0 2 #14 » XSH-1091 TO FACP-1000 03-C-771 2 #14 » XSH-1092 TO FACP-1000 03-C-836 2 #14 » XSH-1094 TO FACPAD00 03-C-838 2 #14 » XSH-1096 TO FACP-1000 03-C-836 2 #14 » XSH-1D95 TO FACP-10D0 03-C-837 03-C-840 03E04 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: MAU-1092 THERMOSTAT 03-C-841 TO: CONDUIT TEE 1 MFR » MAU-1092 THERMOSTAT CONTROL 03-C-841 03E04 0.75" 2 MFR CABLE 1 #14 XHHW-2 FR: CONDUITTEE 03-C-843 TO: CONDUIT TEE 1 MFR » MAU-1091 THERMOSTAT CONTROL 03-C-675 i MFR » MAU-1092 THERMOSTAT CONTROL 03-C-840 03-C-843 03E04 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-804 TO: CONDUIT TEE 1 MFR » MAU-1091 THERMOSTAT CONTROL 03-C-841 03-C-845 03E04 0.75" 1 MFR CABLE 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-806 TO: CONDUIT TEE 1 MFR » MAU.1092 THERMOSTAT CONTROL 03-C-841 03-C-850 03E03 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: AIT-1090A 03-C-853 TO: CONDUIT TEE 4 #14 » AIT-1090A CONTROL 03-C-851 03E03 0.75" 4 #14 XHHW-2 1 #14 XHHW-2 FR: AIT-1090B 03-C-853 TO: CONDUIT TEE 4 #14 » AIT-10908 CONTROL 03-C-853 03E03 0.75" 8 #14 XHHW-2 1 #14 XHHW-2 FR: CONDUIT TEE 03-C-961 03E04 TO: WIREWAY (W WC-1) 4 #14 » AIT-1090A CONTROL 03-C-850 4 #14 » AIT-10908 CONTROL 03-C-851 03-L-900 03E04 0.75" 2 #12 XHHW-2 1 #12 XHHW-2 FR: FACP-1000 TO: LP-10DOA 2 #12 » FACP-1000 POWER July 2013 - DRAFT 1699OB-16 890OA10 pw://Carollo/Documents/ClienUMLubbock/8900A10/Specifications/1699OB (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JDB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-L-910 03E04 1.5" 3 #1 XHHW-2 1 #6 XHHW-2 FRS LP-1DDOA TO. XFMR-100A 3 #1 » LP-1000A POWER 03.5.951 0 75" 2 YES-#16 1 WIREWAY WWS TO RTU-4 PCM-021 1 2/CS-#16 » AJT.1001A SIGNAL PCK02.1 1 2/CS-#16 » AIT-1001A POWER 03-5-952 0.75" 2 2/CS-#16 1 #14 XHHW-2 FR W:REWAYWWS TO RTU-4 PCM-02-1 1 2/CS-#16 >> AIT-1002A SIGNAL PCM-02,1 1 21CS-#16 > AIT-1002A POWER 03-P-955 07V 6 #12 XHHW- 1 #12 XHHW-2 FR WIREWAYWWP-1 TO MCC-10D0 PCM-021 3 #12 >> BLO-1001APOWER PCM-027 1 3 #12 >> BLOA 002A POWER 03-C-961 03EO5 2" 16 #12 XHHW-2 1 #12 XHHW-2 FR- WIREWAY(WWC-1) 20 #14 XHHW-2 TO. LCP-1090 4 #12 >> GO / NO-GO LIGHT CONTROL 03-C-819 4 #12 >> GO / NO-GO LIGHT CONTROL 03-C-819 6 #14 >> MAU-1091 CONTROL (TO LCP-1090) 03-C-819 6 #14 >> MAU-1092 CONTROL (TO LCP-1090) 03-C-819 4 #12 >> GO / NO-GO LIGHT CONTROL 03-C-819 2 #12 >> NO-GO STROBE AND HORN CONTROL 03-C-819 2 #12 >> PRV-1093 POWER 03-C-820 4 #14 » AIT-1090A CONTROL 03-C-853 4 #14 » AIT-1090B CONTROL 03-C-853 03-C-962 03 05 1.5" 2 #10 XHHW-2 1 #10 XHHW-2 FR LCP-1090 03-C-975 28 #14 XHHW-2 TO. WIREWAY(WWC-1) 2 #10 >> LCP-1090 POWER 9 #14 » LCP-1090 CONTROL 7 #14 » LCP-1090 SPARE 4 #14 » MS•1094 CONTROL TO LCP-1090 03-C-964 4 #14 >> MS•1095 CONTROL TO LCP-1090 03-C-964 4 #14 » MS-1096 CONTROL TO LCP-1090 03-C-964 •C- 4 05 2" 68 #14 XHHW-2 1 #14 XHHW-2 FR EX MCC-1000 03-C-962 TO. WIREWAY (WWC-1) 10 #14 » MS•1094 CONTROL TO RTU 4 #14 >> MS•1094 SPARE TO RTU 4 #14 » MS•1094 CONTROL TO LCP-1090 10 #14 >> MS•1095 CONTROL TO RTU 4 #14 » MS•1095 SPARE TO RTU 4 #14 >> MS•1095 CONTROL TO LCP-1090 10 #14 >> MS•1096 CONTROL TO RTU 4 #14 » MS•1096 SPARE TO RTU 4 #14 » MS•1096 CONTROL TO LCP-1090 8 #14 » ATS-1000 CONTROL 8 #14 » ATS-10DO SPARE 03-C-967 03EO5 1" 20 #14 XHHW-2 1 #14 XHHW-2 FR FACP-1000 03-C-977 TO. WIREWAY (WWC-1) 20 #14 >> FACP-1000 CONTROL 0 0 3" 124 #14 XHHW- 1 714 XHHW-2 FRS WIREWAY (MC-1) TO. RTU-4 2 #14 >> TSH-1011 CONTROL 03-C-773 2 #14 >> PSH-10118 CONTROL 03-C-773 8 #14 >> LCP-1011 CONTROL 03-C-773 4 #14 >> LCP-1011 SPARE 03-C-773 2 #14 » PSL-1011A CONTROL 03-C-773 2 #14 >> FIT-1011 POWER 03-C-773 4 #14 >> VCP-1010 CONTROL (TO RTU) 03-C-773 4 #14 >> VCP-1010 SPARE (TO RTU) 03-C-773 28 #14 >> VFD-1011 CONTROL 03-C-981 6 #14 >> VFD-1011 SPARE 03-C-981 2 #14 >> TSH-1021 CONTROL 03-C-773 2 #14 >> PSH-1021B CONTROL 03-C-773 8 #14 >> LCP-1021 CONTROL 03-C-773 4 #14 >> LCP-1021 SPARE 03-C-773 2 #14 >> PSL-1021A CONTROL 03-C-773 2 #14 >> FIT-1021 POWER 03•C-773 4 #14 >> VCP-1020 CONTROL (TO RTU) 01C-773 4 #14 >> VCP-1020 SPARE (TO RTU) 03•C-773 28 #14 >> VFD-1021 CONTROL 03•C-992 6 #14 » VFD-1021 SPARE 03-C-992 July 2013 - DRAFT 16990B-17 8900A10 pw•1/Carollo/Documents/ClienVMLubbock/8900A10/Speciricabons/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 711/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-P-973 03E05 1.5" 3 #1 XHHW-2 1 #6 XHHW-2 FR: XFMR-1000A TO: EX MCC-1000 (VIA WWP-2) 3 #1 » XFMR-1000A POWER 0 S 3 03E05 r 4 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY(WWS7) 03•S98 2 3;CS#16 TO RTU-4 10 2/CS#1fi 1 2/CS-#16 > LIT-1001 SIGNAL 03-S-059 1 2/CS#16 » LIT-1002 SIGNAL 03.5059 2 2/CS-#16 >> VFD-1001 SIGNALS 03-S991 1 3/CSa{16 >> LCP-1001 POT 03-S-679 1 2/CSa{16 >> FIT-1001 SIGNAL 03-S-679 1 3/CSa{16 >> LCP-1002 POT 03-S-992 2 2/CS-#16 » VFD-1002 SIGNALS 03-S-992 1 2/CSa{16 >> FIT-1002 SIGNAL 03-S-771 1 2ICS-#16 » AIT-1090ASIGNAL 03-S-773 1 2/CS-#16 » AIT-1090B SIGNAL 03-S-773 2 #14 >> AIT-1090A POWER 03-S-773 2 #14 >> AIT-10908 POWER 03-S-773 3" 122 #141 14 —XMM FR: WIREWAY(WWC-1) TO. RTU-4 2 914 >> TSH-1031 CONTROL 03-C-774 2 914 >> PSH-1031B CONTROL 03-C-774 8 914 >> LCP-1031 CONTROL 03-C-774 4 914 »LCP-10315PARE 03-C-774 2 914 > PSL-1031A CONTROL 03-C-774 2 914 >> FIT-1031 POWER 03-C-774 4 914 » VCP-1030 CONTROL (rO RTU) 03-C-774 4 914 » VCP-1030 SPARE (rO RTU) 03-C-774 28 914 >> VFD-1031 CONTROL 03-C-9a3 6 914 » VFD-1031 SPARE 03-C-963 2 914 >> TSH-1051 CONTROL 03-C-774 2 914 >> PSH-1051B CONTROL 03-C-774 6 914 » LCP-1051 CONTROL 03-C-774 4 914 >> LCP-1051 SPARE 03-C-774 2 914 >> PSL-1051A CONTROL 03-C-774 4 914 >> VCP-1050 CONTROL (rO RTU) 03-C-774 4 914 >> VCP-1050 SPARE (rO RTU) 03-C-774 26 914 >> VFD-1051 CONTROL 03-C-965 6 #14 >> VFD-1051 SPARE 03-C-965 03-P-974 0.75" 9 #12 XHHW-2 1 #12 XHHW-2 FR: WIREWAYWWP-2 TO: EX MCC-1000 3 912 >> PRV-1095 POWER 03-P-050 3 912 >> PRV-1094 POWER 03-P-629 3 #12 >> PRV-1096 POWER 03-P-629 4 0 0 2" 4 31CS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS1) 11 2/CS#16 TO: RTU-4 2 2/CS-#16 >> VFD-1011 SIGNALS 03-S-961 1 3/CS-#16 » LCP-1011 POT 03-S-771 1 2/CS-#16 > FIT-1011 SIGNAL 03-S-771 2 2/CS-#16 >> VFD-1021 SIGNALS 03.5962 1 3/CS-#16 » LCP-1021 POT 03-S-771 1 2/CS-#16 » FIT-1021 SIGNAL 03-S-771 2 2/CS-#16 » VFD-1031 SIGNALS 03-S-963 1 3/CSa{16 » LCP-1031 POT 03-S-771 1 2/CS-#16 » FIT-1031 SIGNAL 03-S-771 1 3/CS-#16 » LCP-1051 POT 03-S-771 2 2/CS#16 » VFD-1051 SIGNALS 03-S-955 July 2013 - DRAFT 1699OB-18 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/8900A10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7i1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-975 03E05 3" 2 #10 XHHW-2 1 #10 XHHW-2 FIR WIREWAY(WWC-1) 126 #14 XHHW-2 TO RTU-4 8 #14 »LCP-1001 CONTROL 03-C-775 4 #14 » LCP-1001 SPARE 03-C-775 2 #14 » TSH-1001 CONTROL 03-C-775 2 #14 » PSL-1001A CONTROL 03-C-775 2 #14 » PSH-10018 CONTROL 03-C-775 27 #14 » VFD1001 CONTROL 03-C-991 5 #14 » VFD-1001 SPARE 03-C-991 4 #14 » ZSOC-1001F CONTROL 03-C-775 2 #14 » ZSOC-1001G CONTROL 03-C-775 2 #14 » ZSOC-1002D CONTROL 03-C-775 4 #14 » ZSOC-1001E CONTROL 03-C-775 7 #14 » EDR-1001 D CONTROL (RTU) 03-C-775 3 #14 » EDR-1001 D SPARE (RTU) 03-C-775 7 #14 » EDR-1001A CONTROL (RTU) 03-C-775 3 #14 » EDR-1001A SPARE (RTU) 03-C-775 7 #14 » EDR-1001C CONTROL(RTU) 03-C-775 3 #14 » EDR-1001C SPARE (RTU) 03-C-775 2 #14 » FIT-1001 POWER 03-C-775 12 #14 » VCP-1060 CONTROL 03-C-775 4 #14 » VCP-1060 SPARE 03-C-775 2 #10 » LCP-1090 POWER 03-C-962 9 #14 » LCP-109000NTROL 03-C-962 7 #14 » LCP-1090 SPARE 03-C-962 03-C-976 03E05 3" 128 #14 XHHW-2 1 #14 XHHW-2 FIR: WIREWAY(WWC-1) TO: RTU-4 7 #14 » EDR-1001B CONTROL 03-C-045 3 #14 » EDR-1001B SPARE 03-C-045 7 #14 » EDR-1002B CONTROL 03-C-045 3 #14 » EDR-1002B SPARE 03-C-045 10 #14 » AHU-1010 CONTROL 03-C-045 8 #14 » LCP-1002 CONTROL 03-C-776 4 #14 » LCP-1002 SPARE 03-C-776 2 #14 » TSH-1002 CONTROL 03-C-776 2 #14 » PSL-1002A CONTROL 03-C-776 2 #14 » PSH-1002B CONTROL 03-C-776 27 #14 » VFD-1002 CONTROL 03-C-992 5 #14 » VFD-1002 SPARE 03-C-992 2 #14 » ZSOC-1002F CONTROL 03-C-776 2 #14 » ZSOC-1002E CONTROL 03-C-776 2 #14 » ZSOC-1002G CONTROL 03-C-776 7 #14 » EDR-1002A CONTROL (RTU) 03-C-776 3 #14 » EDR-1002A SPARE (RTU) 03-C-776 7 #14 » EDR-1002C CONTROL(RTU) 03-C-776 3 #14 » EDR-1002C SPARE (RTU) 03-C-776 2 #14 » FIT-1002 POWER 03-C-776 10 #14 » MAU-1091 CONTROL (TO RTU) 03-C-819 10 #14 » MAU-1092 CONTROL O RTU 03-C-819 03-C-977 03E05 3" 6 #10 XHHW-2 1 #10 XHHW-2 FR: WIREWAY(WWC-1) 03-L-988 76 #14 XHHW-2 TO: RTU-4 10 #14 » MS-1094 CONTROL TO RTU 03-C-964 4 #14 » MS-1094 SPARE TO RTU 03-C-964 10 #14 » MS-1095 CONTROL TO RTU 03-C-964 4 #14 » MS-1095 SPARE TO RTU 03-C-964 10 #14 » MS-1096 CONTROL TO RTU 03-C-964 4 #14 » MS-1096 SPARE TO RTU 03-C-964 8 #14 » ATS-1000 CONTROL 03-C-964 6 #14 » ATS-1000 SPARE 03-C-964 20 #14 » FACPADD0 CONTROL 03-C-967 2 #10 » RTU-4 UPS POWER 2 #10 » RTU-4 HVAC POWER 2 #10 » RTU-4 LIGHT 8 RECEPTACLE POWER 03-C-981 03E05 1.5" 42 #14 XHHW-2 1 #14 XHHW-2 FIR: WIREWAY(WWC-1) 03-C-973 TO: VFD-1011 4 #14 » VCP-1010 CONTROL (TO VFD) 03-C-773 4 #14 » VCP-1010 SPARE(TO VFD) 03-C-773 28 #14 » VFD-1011 CONTROL 6 #14 » VFD-1011 SPARE 03-P-981 03E04 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FIR: VFD-1001 TO: EX MCC-1000 3 #8 » VFD-1001 POWER 03-S-981 03E05 1" 1 3/CS-#16 1 #14 XHHW-2 : WIREWAY(WWS-1) 03-S-974 2 2ICS416 TO: VFD-1011 1 IFIR 1 3/CS-#16 » LCP-1011 POT 035973 2 2/CS-#16 » VFD-1011 SIGNALS July 2013 - DRAFT 16990E-19 890OA10 pw://Carollo/Documents/ClientrrX/Lubbock/890OA10/Specifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 0 LUBBOCK, TX DATE 7/1/15 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-982 03Eo5 1.5" 42 014 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-973 TO: VFD-1021 4 #14 » VCP-1020 CONTROL (TO VFD) 03-C-773 4 #14 » VCP-1020 SPARE (TO VFD) 03-C-773 28 #14 » VFD-1021 CONTROL 6 #14 » VFD-1021 SPARE 03-P-982 03EO4 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1002 TO: EX MCC-1000 3 #8 » VFD-1002 POWER 033.982 03EO5 1" 1 3ICS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03-S-974 2 2ICS-#16 TO: VFD-1021 1 3ICS-#16 » LCP-1021 POT 03-S-973 2 2ICS-#IS » VFD-1021 SIGNALS 03-C-983 03E05 1.5" 42 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-974 TO: VFD-1031 4 #14 » VCP-1030 CONTROL (TO VFD) 03-C-774 4 #14 » VCP-1030 SPARE (TO VFD) 03-C-774 28 #14 » VFD-1031 CONTROL 6 #14 » VFD-1031 SPARE 03-P-983 03EO4 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1011 TO: EX MCC-1 DOD 3 #8 » VFD-1011 POWER 03-S-983 03E05 1" 1 31CS-#16 1 #14 XHHW-2 FR: WIREWAY(WWS-1) 03-S-974 2 2ICS-#16 TO: VFD-1031 1 31CS-015 » LCP-1031 POT 03-S-973 2 21CS-#16 » VFD-1031 SIGNALS 03-P-984 03EO4 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1021 TO: EX MCC-1000 3 #8 » VFD-1021 POWER 03-C-985 03E05 1.5' 42 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-974 TO: VFD-1061 4 #14 » VCP-1050 CONTROL (TO VFD) 03-C-774 4 #14 » VCP-1050 SPARE (TO VFD) 03-C-774 28 #14 » VFD-1051 CONTROL 6 #14 » VFD-1051 SPARE 03-P-985 03EO4 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1031 TO: EX MCC-1000 3 #8 » VFD-1031 POWER 03-S-985 03E05 1" 1 3ICS#16 1 #14 XHHW-2 FR: WIREWAY(WWS-I) 03-S-974 2 2ICS-#18 TO: VFD-1051 1 3ICS-#16 » LCP-1051 POT 03-S-973 2 2ICS-#16 » VFD-1051 SIGNALS 03-P-986 03EO4 0.75" 3 #8 XHHW-2 1 #10 XHHW-2 FR: VFD-1051 TO: EX MCC-1000 3 #8 » VFD-1051 POWER 03-L-968 03E05 0.75" 6 #10 XHHW-2 1 #10 XHHW-2 FR: WIREWAY(WWC-1) TO: LP-1000A 2 #10 » RTU-4 UPS POWER 03-C-977 2 #10 » RTU-4 HVAC POWER 03-C-977 2 #10 » RTU-4 LIGHT 6 RECEPTACLE POWER 03-C-977 03-P-988 03EO4 2" 3 #4I0 XHHW-2 1 #4 XHHW-2 FR: HARMONIC FILTER TO: EX MCC-1000 3 #410 » HARMONIC FILTER POWER 03-P-990 03E04 1.5" 3 #1/0 XHHW-2 1 #6 XHHW-2 FR: PP-I000A TO: EX MCC-1 ODD 3 #110 » PP-1000A POWER 03-C-991 03E05 1.5" 32 #14 XHHW-2 1 #14 XHHW-2 FR: WIREWAY(WWC-1) 03-C-975 TO: VFD-1001 27 #14 » VFD-1001 CONTROL 5 #14 » VFD-1001 SPARE 03-S-991 03E05 1" 1 3ICS-#16 1 FR: WIREWAY(WWS-1) 03-S-973 2 2ICS-#16 17�7 TO: VFD-1001 1 3ICSa#16 » LCP-1001 POT 03-S-973 2 21CS-#16 » VFD-1001 SIGNALS July 2013 - DRAFT 16990B-20 890OA10 pw://Carollo/Documents/ClienVTX/Lubbock/8900A10ISpecifications/16990B (FS) CONDUIT SCHEDULE AREA 03 ENGINEER JOB SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT REVISION 9 LUBBOCK, TX DATE 711115 CONDUIT CONDUCTORS GROUND NUMBER DWG SIZE # SIZE TYPE # SIZE TYPE DESCRIPTION CONNECTING SEGMENTS 03-C-992 03E05 15" 32 #14 XHHW-2 1 #14 XHHW-2 FR WIREWAY(WWC-1) 03-C-976 TO VFD-1002 27 #14 » VFD-1002 CONTROL 5 #14 » VFD-1002 SPARE 03-S-992 03E05 1" 1 3/CS-#16 1 #14 XHHW-2 FR WIREWAY(WWS-1) 03-S-973 2 2/CS-#16 TO VFD-1002 1 31 Sa116 » LCP-1002 POT 03-S-973 2 2/CS-#16 >> VFD-1002 SIGNALS END OF CONDUIT SCHEDULE END OF SECTION July 2013 - DRAFT 16990B-21 890OA10 pw://Carollo/Documents/Client/TX/Lubbock/890OA10/Specifications/16990B (FS) No Text SECTION 17406 PRESSUREIVACUUM MEASUREMENT - DIRECT PART1 GENERAL 1.01 SUMMARY A. Section includes: 1. Pressure transmitters and indicators. B. Related sections: 1. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. 2. It is the CONTRACTOR's responsibility for scheduling and coordinating the Work of subcontractors, suppliers, and other individuals or entities performing or furnishing any of CONTRACTOR's Work. 3. The following sections are related to the Work described in this Section. This list of related sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents. a. Section 01330 - Submittal Procedures. b. Section 17050 - Common Work Results for Process Control and Instrumentation Systems. c. Section 17401 - Pressure/Vacuum Measurement - Diaphragm and Annular Seals. d. Section 17402 - Pressure/Vacuum Measurement - Instrument Valves. e. Section 17950 - Testing, Calibration, and Commissioning. C. Provide all instruments identified in the Contract Documents. 1.02 REFERENCES A. As specified in Section 17050. 1.03 DEFINITIONS A. As specified in Section 17050. B. NEMA: 1. Type 4X enclosure in accordance with NEMA 250. C. Specific definitions: 1. Lower range value (LRV): Lowest pressure that the pressure transmitter is capable of measuring. 2. Upper range value (URV): Highest pressure that the pressure transmitter is capable of measuring. 3. Calibrated range: The range that the pressure transmitter is configured to measure. The low end of the calibrated range must be greater than the LRV of the transmitter. The high end of the calibrated range must be less than or April 2014 - CONFORMED 17405-1 890OA10 pw.#Camllo/Documents/ClienVTX/Lubbock/890OA10/Specificabons/17405 (CONFORMED) equal to the URV. The calibrated range corresponds to the flow signal sent from the transmitter. 1.04 SUBMITTALS A. Furnish submittals as specified in Sections 01330 and 17050. B. Provide complete documentation covering the traceability of all calibration instruments. 1.06 QUALITY ASSURANCE A. As specified in Section 17050. B. Examine the complete set of Contract Documents and verify that the instruments are compatible with the installed conditions including: 1. Process conditions: Fluids, pressures, temperatures, flows, materials etc. 2. Physical conditions: a. Installation and mounting requirements. b. Location within the process. c. Accessories: Verify that all required accessories are provided and are compatible with the process conditions and physical installation. C. Notify the ENGINEER if any installation condition does not meet the instrument manufacturer's recommendations or specifications. D. Provide instruments manufactured at facilities certified to the quality standards of ISO 9001. 1.06 DELIVERY, STORAGE, AND HANDLING A. As specified in Section 17050. 1.07 PROJECT OR SITE CONDITIONS A. Project environmental conditions as specified in Section 17050. 1. Provide instruments suitable for the installed site conditions including, but not limited to, material compatibility, site altitude, site seismic conditions, humidity, and process and ambient temperatures. 1.08 WARRANTY A. As specified in Section 17050. 1.09 MAINTENANCE A. Furnish all parts, materials, fluids, etc. necessary for operation, maintenance, and calibration purposes throughout the warranty period. Deliver all of these supplies before project substantial completion. April 2014 - CONFORMED 17405-2 890OA10 pw.11Camllo/Documents/ClienVMLubbockl8900A101Specifica8ons/V405 (CONFORMED) PART 2 PRODUCTS 2.01 MANUFACTURERS A. One of the following or equal: 1. Rosemount: 3051 Series. 2. Yokogawa: EJA Series. 3. ABB: 264 Series. 4. Endress & Hauser: Cerabar S Series. 5. SMAR: LD300 Series. 2.02 MANUFACTURED UNITS A. Pressure transmitters — direct: 1. General: a. Pressure transmitter assembly shall include a diaphragm type pressure transducer and microprocessor based transmitter for measurement of gauge, vacuum, or absolute pressure. 2. Performance requirements: a. Maximum ratio of total instrument range to calibrated span: 10 to 1. b. Accuracy: 1) Reference accuracy: Plus or minus 0.075 percent of calibrated span, including effects of hysteresis, nonlinearity, and repeatability. 2) Total performance accuracy: Plus or minus 0.30 percent of calibrated span, including reference accuracy effects, static pressure and ambient temperature effects. 3) Stability: Plus or minus 0.15 percent of upper range limit over 5 years. 3. Element: a. Diaphragm type transducer integral to pressure transmitter. b. Diaphragm material: Stainless steel or ceramic. c. Process material compatibility: 1) Verify all material compatibilities with the instrument manufacturer. d. Process connection: As specified in the Instrument Data Sheets. 4. Transmitter: a. Power supply: 1) 24 VDC - 2 wire loop powered. 2) Power consumption: 3 VA maximum. b. Outputs: 1) Isolated 4-20mA DC with HART communication protocol. 2) Provided with electronic microprocessor. c. Adjustments: Adjustable electronic zero and span, with elevated or suppressed zero as required by application. Adjustment shall be possible without mechanical fulcrum points or handheld conf(gurator. d. Local display: 1) 5-digit LCD. 2) Scaled in engineering units. e. Enclosure: NEMA Type 4X. f. Over range protection: To maximum process line pressure. o. Conduit: 1/2 inch male NPT. April 2014 - CONFORMED 17405-3 890OA10 pw.//CarollolDocumentsJCI[enUMLubbDckl890OA10/SpecficaUons/17405 (CONFORMED) 5. Components: a. Transmitter mounting: 1) As specified in the Instrument Data Sheets. 2) Provide all necessary hardware for transmitter mounting. 2.03 ACCESSORIES A. Provide valve manifolds as specified in Section 17402: 1. Mount valve manifold integrally to the transmitter. 2. Valve manifold and transmitter shall be assembled by Manufacturer and shipped as an assembly. 3. Provide remote or integral diaphragm seals as specified in the Instrument Data Sheets and in Section 17401. B. Provide sunshades for outdoor installations. 2.04 SOURCE QUALITY CONTROL A. As specified in Section 17050. B. Factory calibrate each instrument with a minimum 3-point calibration or according to Manufacturer's standard at a facility that is traceable to the National Institute of Standards and Technology. 1. Submit calibration data sheets to the ENGINEER at least 30 days before shipment of the instruments to the project site. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the installation location for the instrument and verify that the instrument will work properly when installed. 1. Notify the ENGINEER promptly if any installation condition does not meet the instrument manufacturer's recommendations or specifications. 3.02 (NOT USED) 3.03 INSTALLATION A. As specified in Section 17050. B. Coordinate the installation with all trades to ensure that the mechanical system has all necessary appurtenances including weld-o-lets, valves, etc. for proper installation of instruments. 3.04 FIELD QUALITY CONTROL A. As specified in Section 17050. B. Provide manufacturer's services to perform start-up and calibration or verification. April 2014 - CONFORMED 17405-4 890OA10 pw.//Camllo/Documents/ClientMLubbock/890OA101Specifications117405(CONFORMED) 3.06 ADJUSTING A. As specified in Section 17950. 3.06 CLEANING A. As specified in Section 17050. 3.07 DEMONSTRATION AND TRAINING A. As specified in Section 17050. 3.08 PROTECTION A. As specified in Section 17050. 3.09 SCHEDULES A. The provided information does not necessarily include all required instruments. Provide all instruments identified in the Contract Documents: 1. Instruments may be indicated on the Drawings, specified in the Specifications, or both. END OF SECTION April 2014 - CONFORMED 17405-5 890OA10 pv..IlCarolWDocuments/Client MLubbock/8900At01Specificabons/17405 (CONFORMED) AIE: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk App GENERAL 1 2 3 Instrument Tag No. LIT-1221 LIT-1222 Service TWAS TWAS P&ID 06N01 06NO3 SERVICE 4 5 6 Pressure 0-12' 0-12' Process Temperature 35-70 deg F 35-70 deg F 1 Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Direct Calibrated Span 0-12' 0-12' Accuracy Adjustable Range Output Signal 4-20 Ma HART 4-20 Ma HART Body Rating NEMA 4X NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Threaded Drain/Vent None None Process Flange MNPT MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Integral Fill Fluid As recommended by mfr As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span & Adjustment Surge Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Reference Details Manifold Type Block and Bleed Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-6 890OA10 pw.//CarolloMocuments/ClienUMLubbDckt890OA10/Specifications/17405 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk App GENERAL 1 2 3 Instrument Tag No. LIT-1223 LIT-1280 Service TWAS Polymer P&ID 06N05 06N18 SERVICE 4 5 6 Pressure 0-12' 0-15' Process Temperature 35-70 deg F 35-70 deg F Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Direct Calibrated Span 0-12' 0-15' Accuracy Adjustable Ran e Output Signal 4-20 Ma HART 4-20 Ma HART Body Rating NEMA 4X NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Threaded Drain/Vent None None Process Flange MNPT MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Integral Fill Fluid As recommended by mfr As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span & Adjustment Surge Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Reference Details Manifold Type Block and Bleed Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-7 890OA10 pw.1/CamliolDocuments/ClienVrX/Lubbock/8900AI0/SpecificaUons/17405 (CONFORMED) AIE: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. By Chk App GENERAL 1 2 3 Instrument Tag No. PIT-1265 Service Potable Water P&ID 06N15 SERVICE 4 5 6 Pressure 0-160 psig Process Temperature 35-70 deg F 1 Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Calibrated Span 0-160 psig Accuracy Adjustable Range Output Signal 4-20 Ma HART Body Rating NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Drain/Vent None Process Flange MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Fill Fluid As recommended by mfr OPTIONS 26 27 28 29 30 Certification / Approval Type Meter Zero Span & Adjustment Sure Protection Custom Configuration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Manifold Type Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-8 890OA10 pvr.//Carollo/Documents/Client/TX(Lubbock/890OAlOiSpecifi-aUons/17405 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: PRESSURE TRANSMITTERS Spec. No. Rev. No By Date Revision 17405 Contract Date Reg. P.O. B Chk App GENERAL 1 2 3 Instrument Tag No. LIT-1001 LIT-1002 Service Sludge Sludge P&ID 02N01 02NO2 SERVICE 4 5 6 Pressure 0-25' 0-25' Process Temperature 35-70 deg F 35-70 deg F Ambient Temperature TRANSMITTER 7 8 9 10 11 12 13 14 Manufacture Model No. Pressure Transmitter Type Direct Direct Calibrated Span 0-25' 0-25' Accuracy Adjustable Range Output Signal 4-20 Ma HART 4-20 Ma HART Body Rating NEMA 4X NEMA 4X BODY 15 16 17 18 19 20 21 22 23 Process Flange Type Threaded Threaded Drain/Vent None None Process Flange MNPT MNPT Adapters Wetted O-Ring Housing Bolts Mounting Brackets Conduit Entry Size ELEMENT 24 25 Isolating Diaphragm Integral Integral Fill Fluid As recommended by mfr As recommended by mfr OPTIONS 26 27 28 29 30 1 Certification / APproval Type Meter Zero Span & Adjustment Surge Protection Custom Conft uration MANIFOLD 31 32 33 34 Manufacturer Model Number Manifold Style Reference Details Reference Details Manifold Type Block and Bleed Block and Bleed Notes: Refer to Section 17402 for additional instrument valve requirements. April 2014 - CONFORMED 17405-9 890OA10 parllCamliolDocuments/ClientrrX/Lubbock/890DA10/Specificatons/17405 (CONFORMED) No Text SECTION 17407 PRESSURE MEASUREMENT - SUBMERSIBLE PART1 GENERAL 1.01 SUMMARY A. Section includes: 1. Submersible pressure transmitters. B. Related sections: 1. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. 2. It is the CONTRACTOR's responsibility for scheduling and coordinating the Work of subcontractors, suppliers, and other individuals or entities performing or furnishing any of CONTRACTOR's Work. 3. The following sections are related to the Work described in this Section. This list of related sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents. a. Section 01330 - Submittal Procedures. b. Section 17050 - Common Work Results for Process Control and Instrumentation Systems. c. Section 17950 - Testing, Calibration, and Commissioning. C. Provide all instruments identified in the Contract Documents. 1.02 REFERENCES A. As specified in Section 17050. B. International Organization for Standardization (ISO): 1. 9001 - Quality Management Systems - Requirements. C. National Institute of Standards and Technology (NIST). 1.03 DEFINITIONS A. As specified in Section 17050. 1.04 SUBMITTALS A. Furnish submittals as specified in Sections 01330, and 17050. B. Provide complete documentation covering the traceability of all calibration instruments. 1.05 QUALITY ASSURANCE A. As specified in Section 17050. April 2014 - CONFORMED 17407-1 890OA10 pw..//Camllo/Documents/ClienYTX/LubbDck/890OA101Specificabons/17407 (CONFORMED) B. Examine the complete set of Contract Documents and verify that the instruments are compatible with the installed conditions including: 1. Process conditions: Fluids, pressures, temperatures, flows, materials etc. 2. Physical conditions: a. Installation and mounting requirements. b. Location within the process. c. Accessories: Verify that all required accessories are provided and are compatible with the process conditions and physical installation. C. Notify the ENGINEER if any installation condition does not meet the instrument manufacturer's recommendations or specifications. D. Provide instruments manufactured at facilities certified to the quality standards of ISO 9001. 1.06 DELIVERY, STORAGE, AND HANDLING A. As specified in Section 17050. 1.07 PROJECT OR SITE CONDITIONS A. Project environmental conditions as specified in Section 17050. 1. Provide instruments suitable for the installed site conditions including, but not limited to, material compatibility, site altitude, site seismic conditions, humidity, and process and ambient temperatures. 1.08 WARRANTY A. As specified in Section 17050. 1.09 MAINTENANCE A. Furnish all parts, materials, fluids, etc. necessary for operation, maintenance, and calibration purposes throughout the warranty period. Deliver all of these supplies before project substantial completion. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Submersible level measurement with 2-wire integral transmitter: 1. One of the following or equal: a. Endress+Hauser, Waterpilot FMX21 with 1.65-inch outer diameter probe. b. GE Druck, PTX-1290. c. Siemens, A1000i. 2.02 MANUFACTURED UNITS A. Submersible level measurement with 2-wire integral transmitter: 1. General: a. Pressure is measured through a diaphragm -type measuring cell and converted to linear pressure measurement. April 2014 - CONFORMED 17407-2 890OA10 pw.//Camlio/DocumentslClienYMLubbock/890OAl OtSpecifica8ons117407 (CONFORMED) b. Each submersible pressure transmitter system shall include: 1) Signal cable, including pressure compensation tube. 2) Transducer probe with integral transmitter. 3) Transmitter cable termination box. 2. Performance requirements: a. Accuracy: 1) 0.3 percent of range. b. Repeatability: 1) 0.25 percent of full scale. c. Rangeability: 1) 3:1. d. Range: 1) As indicated on the contract documents. 3. Element: a. Sensor housing shall be Type 316L stainless steel or titanium with ceramic, Teflon -coated, or titanium diaphragm. b. Protective cap shall be manufacturer's recommended material, chemically resistant to process fluid. c. Slip resistant extension cable with pressure compensation tube with Teflon filter. d. Enclosure for probe and transmitter assembly shall be NEMA Type 7. 4. Transmitter: a. Power supply: 1) 24 VDC: 2 wire loop powered. 2) Power consumption: 18 VA maximum. b. Outputs: 1) Isolated 4 to 20 milliamperes DC. c. Without display. d. Ambient operating temperature limits of -10 to 70 degrees Celsius (-14 to 158 degrees Fahrenheit). e. Transmitter shall be integral to probe housing. 5. Transmitter cable termination box: a. NEMA Type 7. b. Equipped with filter or desiccant chamber to eliminate moisture from the pressure compensation tube. c. Termination for signal wires and pressure compensation tube. 2.03 ACCESSORIES A. Type 316L stainless steel mounting clamp with Type 304 stainless steel mounting screws. B. Provide additional Type 316L stainless steel weight to prevent movement. C. Provide cable clamp and strain relief. D. Provide computer cable adapter with Windows® software. E. Provide remote display with backlight. F. Provide sunshade for outdoor installations. April 2014 - CONFORMED 17407-3 890OA10 pur.UCarollo/DocumentslClienVMLubbock18900A10ISpecifications117407 (CONFORMED) 2.04 SOURCE QUALITY CONTROL A. As specified in Section 17050. B. Factory calibrate each instrument with a minimum 3-point calibration or according to Manufacturer's standard at a facility that is traceable to the NIST. 1. Submit calibration data sheets to the ENGINEER at least 30 days before shipment of the instruments to the project site. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the installation location for the instrument and verify that the instrument will work properly when installed. 1. Notify the ENGINEER promptly if any installation condition does not meet the instrument manufacturer's recommendations or specifications. 3.02 (NOT USED) 3.03 INSTALLATION A. As specified in Section 17050. B. Coordinate the installation with all trades to ensure that the mechanical system has all necessary appurtenances including weld-o-lets, valves, etc. for proper installation of instruments. 3.04 FIELD QUALITY CONTROL A. As specified in Section 17050. B. Provide manufacturer's services to perform start-up and calibration or verification. 3.06 ADJUSTING A. As specified in Section 17950. 3.06 CLEANING A. As specified in Section 17050. 3.07 DEMONSTRATION AND TRAINING A. As specified in Section 17050. 3.08 PROTECTION A. As specified in Section 17050. April 2014 - CONFORMED 17407-4 890OA10 purl/Carollo/Documents/ClientMLubbock/890OA10/Speckabons/17407 (CONFORMED) 3.09 SCHEDULES A. The provided information does not necessarily include all required instruments. Provide all instruments identified in the Contract Documents: 1. Instruments may be indicated on the Drawings, specified in the Specifications, or both. END OF SECTION April 2014 - CONFORMED 17407-5 890OA10 pw//Carollo/Documents/Clients(ILubbock/890OA10/Specifications/17407 (CONFORMED) A/E: Carollo Engineers Contractor: Project: Solids Handling Improvements Customer: City of Lubbock Plant: SEWRP Location: Lubbock, TX BOM No.: File: SUBMERSIBLE PRESSURE INSTRUMENTS Spec. No. Rev. No By Date Revision 17407 Contract Date Reg. P.O. By Chk App 1 Instrument Tag Number r r�r r i� G 2 Service E 3 P&ID 02N" 02NQ N 4 Fluid Type 5 Fluid Specific Gravity 4-$ 4$ 6 Type $ul nwmible 8abffw&ib4e P 7 Measuring Cell Material DiaplIffigm R 8 Probe Body Material SAC + nded f F �Rded-se�uiee Nilf + lldm J f ' n���a, wee O 9 Op. Temp. Range B 10 1 Op. Pressure Range 0-2�1I 0-2�1I E 11 Other 12 Other C 13 Style A 14 Signal Cable Length B 15 Other L 16 Other E 17 Other 18 Type T 19 Operating Mode EeRt+Raetfs EeREiRueus R 20 Enclosure A 21 Mounting N 22 Tem erature Range S 23 Measurement Range 0-2-5-#I 0-22-11 M 24 Power Supply 24BE 24-V4)E I 25 Accuracy ° ° T 26 Dis la T 27 Output 4-20-mA 4-20-RnA E 28 Calibration R 29 Status Relay 30 Manufacturer 31 Model No. 32 Elect. Entry 33 1 Other O 33 P 34 T 35 1 S 36 Notes: April 2014 - CONFORMED 17407-6 890OA10 pw//Carollo/Documents/ClientMLubbDckl890OA101Speciricabons/17407 (CONFORMED) GUARDRAIL GATE 2 1/2" TO SUIT HINGE PROVIDED AS INDICATED ON THE DRAWING OR TO SUIT EQUIP FURNISHED. 4'-0" MAX. PLAN HINGE RINGS WITH SST RIVETS 0.74"0 SST PIN (TYP) NYLON 3 1/2" (TYP) SELF CLOSING HINGE NOTES: 4" R (TYP) ELEVATION 1/4" PL GATE STOP. WELD TO GUARDRAIL POST. SST GATE LATCH REINFORCE WITH INTERNAL SLEEVE FULL HEIGHT 1. GATE MATERIAL AND FINISH SHALL MATCH GUARDRAIL. 2. GATE SHALL OPEN TOWARD THE WALKWAY. A352 I GATE AT THREE RAIL GUARDRAIL TYP S 12/13/05 e- Cpro, 1010 No Text %rl } PLAN — OVERFLOW AND FLUSHING WATER YARD PIPING rrr•.r.r � �i% cityof JNGIMPEME3EWRP 80LID8 HANDLING IMPROVEMENTS PROJECTwlCgOldT".u.m wl ubbock o®+• M-0ico rr� rar. .�>=.�.,>«. wa�css'7rew.Firsma�s.sw SLUDGE HOLDING TANKS 8 AND 7* rsrss OVERFLOW PIPING SITE PLAN13 roomer I, mm roa om� q• 7 1 e 9 10 11 12 11 GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND LOCATIONS A 2. EXISTING DIGESTER CONTROL BUILDING IS A A PERMIT -REQUIRED CONFINED SPACE 3. POST SIGN AT DOOR STATING THE FOLLOWING: PERMIT -REQUIRED CONFINED SPACE B YI�ILL B G r C REMOVE EXISTING SPIRAL STAIRCASE AND GRATING, AND CUT OUT 6' SLAB BETWEEN — ��Y�W WALLS OF LOWER PIT cmamW"4 � p DIGESTER NO. 6 DIGESTER NO. 7 p REMOVE EXISTING VENTILATION DUCT ADJACENT EXISTING . r PILASTER, INCLUDING FAN ABOVE (NOT SHOWN). PROVIDE GALVANIZED STEEL FLASHING OVER REMAINING OPENING. / - ----- \ I E E PLAN —DEMOLITION IN EXISTING DIGESTER CONTROL BUILDING NTS F F m, .�.r... r�✓.r...ti �.vtr �.>„,.... r�rr��►�•+• �a � sell ClVmdTe. Nry.NwN &Ib2=.AW*%TXTeTN Ph-51'— F—$13taolm TOM N.P.M � „ �!'�� a of city Lubbock TEXAS CITY OF LUBBOCK. 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FR016TMOOFQYRFft10lUWn W NJfAC11aB1 YIIt. fNpC FNR1® lY1CGMRW,q wYIRY. OMTGM1IImF1RMOO1W0OFRNOl1[EQIIY RaawnE Ralc a art amao. nwaLa, mn.Io aawx ®� CITY OF LUBBOCK TEXAS W. scwLes pia /�► a of SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT aY.sox..o °A"'"1NONO p� WE �"°T�""'m Lubbock �aYN�aL a®,• PCM-M01 awrrLlOu.IxY.i FW7.220Q Ns6ti TX TS7W are N���,"^• Rwr:512451O61F¢S12�5&0107 DIGESTER CONTROL BUILDING No. TFieS iav an n ma.,v, evrtaato,mu iBPE No. F452 ROOF PLAN fWpo9:rxo.Ilma,o rlE NalO: sma.Jdac,.Wn 1 2 3 d 5 6 7 B 9 10 11 12 13 GENERALmBn�cla•mr�nws�Kr.,nunoTe No >_ TawmTew ux�aroeE wu„m. A *� U KEY NOTES: Oi w•ulw allonarTaT�•a•ONEOF- A g ti TL fU,: C 4•I`M—lL� q� ran C rrm ♦1N WT NJA•IIM RNf• m D �° D N f1fE R,N S E Oa T•rovErTuv„mini, eETvlsN wut,orr�r O O Itq 1SY'f1ENfl m*ora E 9 L F I F B nuue vrn•a n>:: Taml,os,um, kw ,m'•',,,;�+�+, TMrr Q�i� �Ew ,=prpft soft. 6911 C•plW dTmrrNry.N•Ih lubbock CITY OF LUBBOCK, TEXAS FY SUu.ES i 6 SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT ER �.•,...•� o r PCM- 02 ,>w1E DIGESTER CONTROL BUILDING i t �w+4ON.T ti• rr=�wa • &.ft M,A ftTXMW Ph—:512-4515.161F¢512J5301TN 1u11 3 TEl1ETT•EAmu TBMNCFdW UPPER PLAN a TMl! .. 1 2 fMER ItD. f,m11,0 AEIMIE ftm�l0 fOM0,w 3 d 5 8 7 B 9 10 1 11 1 12 13 1 1 2 1 3 1 4 1 5 1 8 1 7 1 9 1 9 10 17 12 1 13 c1FNEwu u �p t. uma rormnuvsY.u,nutmwwm ({ i � ,�irr1Xpilw°�imm��w ��iiia�1D A >. mat®t�rIU0mWA4Tm. A KEY NOTES: r�a°�a 1OMas n,o.u�wtuoatNnwr � �Trrx P0 FE1114FAfYlDGT,bOOf „Oltl LEND m e a c � c F C1 ruTraw, mrrwo tva D ,ra D w °A°8itatNrtn'"u'r" a �•uxwsoman ' § ITYFl Aial 4 um.e Newarccw ra 4 A �f haFa �tE� ftn aF TPr+tAGE EJastt fTm 8 N �[ I O Ltl m ti E � �� : wmrT JE E ,1TY6 3 � fNul rn I NLNOMTNO 71 r,o 8 F Tn = - - x F ri IRMIL. a'. rtwtureumt i r+� trut vntw raa ,nee.,o�oe,n ^.: clry OF LUBBOCK Toms W FY SCALES oo-1. c cN SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT PC t m `. mttc.pmd7o.N.y.NUC cf o®r MAZ c.-.NN...�• SilonW,AuWn.TX7S75Y #l'ub-66" ck .,a are •% �� Phar'512�534MFox 51245MICI Tt3�3 DIGESTER CONTROL BUILDING .. umrs„or tsESTonrnT9,. Ti1PE No. F... MID PLAN or u m 1 2 3 4 5 81 7 19 9 10 11 1 12 1 13 7 R 9 d B I 1 7 / 10 17 i 1, °FNF°�1 u 1 0 � 1°IEtDYEf�NII°C 1gIOM0 MA A tl P e o ampo. El 0 ❑_ f RgWYE rtym � 1?Ng1ECON6I�1 11? EIY w �� � REIIVIE Rf RFLLw E O / rognui Newwre E f6pEYWE rD Ylll°AYNI� fRgM f Of il®1°1E I Y1IU RMI9W r xxe vnra w.. �toasuam CITY OF LUBBOCK, TEXAS VERIFY w'YSCq o SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT f/r� u�N.oiw`. m11 Cyb �rT®. N Y. Naq Gty °f rEowwx o ®r PCM-MG4 5:q�,&.M,TxT.7W lubbRk o,e R-511�534MI-511�5MID1 1�i�s DIGESTER CONTROL BUILDING •ev „ oo°mw TWE No. F..-LOWER PLAN °r 1 5 11 rw¢rNo. �,o nE NwE �,apoua.� 1 2 3 4 5 1 6 1 7 6 6 10 it 12 13 � wn m loia�aF.,R1p1HNO nPxPv_.t u , arrm.nonrortenvwT,�utxwTwexto °roman , urctswt,rrl ® >_ IPpFDVWIlullror rnATm. A II I I I I -II ,rIFE (,YP) I I I I II A M F csF� I1MJ2 HV 6atwn a.tu I,ILc-1i- na.n .1wi Flo tM 6 8 11� IIIV RC1iY1is— � tM011t tir ItTPI _ mm f,rP OPq mm O O mm .io Ab aw,n gIMYINI M M uiRaIQY!{FKMYixf �1 C C L11l—Ji- Q 1o1ETa1[Nra�E®�POV�C\MIl Lc�LVS�ifA frm OF f) 4 - � —T.O.ltl,OlL1W � mm eV —T.a.tunauwu,m � N i �{ OTPIw O O PM1FaW M10 't' IeFE owu Pniia� .LtuTwet i9i KII,WWR.IIn ^' Iwl RiE wnaPoilal a O O E PIATiORY E tlt n�CON �I F —a¢a�taa aaatma F • �/ rau�rl�J �--�• —T.n Fot Ftn.atti.fl / / rsue7l>:J aunnxowarntw —r.o.rw wtaantur E ,IfJIE ,QH•d F titw^+rrn. �/�11�i�p 5Y,1 L+111� o17na1 kry.Ilao CI[y of CITY OF LUBBOCK, TEXAS SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT VEFUFYsc",-n �tia� �^^ PCM-M05 r...na. SUVAZ G.titAKTX787N lubbock P,an:512+6)s1a1FQ5,2+ 101 i[713 DIGESTER CONTROL BUILDING . ttln wm otuoma+ ,tf110lEII Ati TOPE N.. F482 SECTIONS a a 1w 2 3 A 5 8 7 6 I6 10 1 11 1 12 13 pIIERPIq 66Y1II11 AOAPA FVl1 SLUDGE HOLDING TANK 8 6 1 __9 _+n r SLUDGE HOLDING TANK T P�1b' �mT�iNxt`x�o1"'x yy aomealm & — — — lmixU,Pblpl,DW G,NTII F,iixO T W W 11 13 GENERAL NOTES: ,. mGano6m Prad vOSY mnuoinrwTw NO bYDYlbi A,OmbWIGE Plus W uGAUE NgLWY TNO F N0T d Nualbm mmweromm�wanrlmdouxux �� A wwlnrn Nun � x b] W Kf f IGN1 v vuvu b1 xlurEa. Oi ,v+rxcdmNElnwclEb�n O,Pvcbu•eDo O,PIII'!b0 OIMPVKbxmnwc ROMl611 p,��bn.lNo D Ot ,P�ICbIR Rta D. OFlE pllPWRPlA b.TAIPOYIM D ITrPSTFAo, twxq OIMPVKbTFE 1® MNLIOlIMTKx PE11 GE'IK 7m'IN tO 1u11TNC bT@ 1®RECIlFgR PEAG61G10lNOF REbfO C 1© ,MPVK bTFE S A��IO�FRNlO0. Pm -1PRb Dl D m,P xal j� m WmN,PWII I ~I1—j , II L W TFE rawnem 1 on - pONFA Flf1 I P.l o a ew,aar 0.OND1FPE7 IEx POEm'DufNO rmAma,atm bW,Y10 bt16 mWm C DIGESTED SL, "`^^PUMP STATION 1 DETAIL - d;AlrE RGim�1MlRyLIx \OVE LL LOWER BpraGMp F®swl P!L „oe11,NNrafam ��� !�F alrlllmm m,. ����®� Y1� aao•Amull,TxT"�° Pt—: 5124516M F¢ 512�5MIGI T6PE No. F4= dty Cf h bbock } E 11 S CITY OF LUBBOCK, TEXAS VERIFY SCALE �b ,o SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT o o ®1• b'""1MONO PCM-M06 SLUDGE HOLDING TANKS 6 s 7 OVERALL LOWER PLAN eHlk'l Nd. of ra lav uT! 6 7 6 6 i 11 2 13 uFCl,o. xmu,e F NINE o—o-Fc Ar 4 1 5 1 6 1 7 1 9 1 9 11 1 12 1 17 TAeLI ,. mnArcTwrormrwvu]uro•MD 0 7. oxe•owaE rK]xemrti ]. urwrDK]or mi+woaw+aoloram•N� _ ] APam•YTE A 0 oK,Fa,m ° a EAfix•INIOMLAr YRiNo mrtTroY A KEY NOTES' ozo Oi rea+Y a,°YFL �xY+xeA 1 °• OM°OI,°ll]YRD] WWVMA11b0L1PE i xY O11® M (IYP) ,1 O M°O11°]MY0.1FE °�E+•� O W Q g110]1• Y Yl0 SLUDGE MDLDWO TANK a SLUDGE MOLDING TANK 7 �°�"��= OrMr¢ rarnrtrwc,raaAola aoam]wTE a.¢nnar-.,-, aaNinawimlau�ive�oF r�iim r�nxa 0 O rw 0 Oi rrnFawA,DVAaN•Im,EFvr�v°NoruuE AME11O1IJ°p`Y pE KA TAMP / � +O reMenE.n sorhu� � +! // r � +®rMmoxAawrm c¢w CL 6•ittl!] ��_� OrAN1®COIIIYtl AOVIIA <8> 0reEYrra•rDO YEaEr]E +©vwveemlmn 01•rrw arr+ram maEre Ar raP aE wNL x A000lwrewm+onrA]o•owo ro,Y+n G 2 o YE oraraam Fm M:x rein D 1 ® 1 r aaa+Y.n O M O• —roi—roueFa --m / rexoonAu L—J / / •D•nr�urwraKSF.w Y+AeO eKr°allil ` 0 1 — — ®Y➢•AMl Dorm T.IY O ©O ®�E� OFFAK °DlMIIa YT T•WL -�""} ®lDf im pE1MQ11 C9A1]IIO91<WNilr I I P M°CKYTYR ]ti RAMIFL •Ta6reE ' I � -aa TMOUbixYL NtlFra00YYE1DF•FK E —_____ _ _ _ _ _____— + I �%C1 ®rea�mucl®eNUYuan•rnaca srr,E E TVT ��• � ,sa+ f+YP L� r q" ®mrmn°cN °Yrti+r]�Y r¢ww]Y e,rrolrt rv] LC.� Q' meta %1 DETAIL -VALVE VAULT ° ne •irt>•rtY1x , 4 DIGESTED SLUDGE PIMP STATKIN SD.•itO']i %1 OVERALL UPPER PN SECTION -GAS PIPING / M n ur.,•a a•°0t"MO�.rY E SECTION ]•..+oartro,n FWALL PENETRATION M •caa: Y+ra c Fae ]imMsaNTY+n mN/x]s n-•Y+,•a ,D N`°�,•Y°srx �9��s®®� T r`' CITY OF LUBBOCK TEXAS acALEs Yan,o G um �E �iY SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT eoncwwdT® Nry.Nxal ©"Gf •EOWX D®r PCM-M07 .� �..]•K.]... &°.�0•A rY,T1(TeTSo Lubbock �Y1°��• PMM:sl:a534SM3 51:4ssom1 SLUDGE HOLDINGTANKS637 ^�T� wTe .. H,li]eEn>o,. TSPE Na Faex TEXAS s OVERALL UPPER PLAN . aE s T _ rnorEaKa.rar+a «EwAE e•O]+]yClriMT�x SECTION - BID ALTERNATE 1 rDih NEW COVERS wcaoaAawral.mm aeNamtcwer IiOiaAxp t i i� � ,AN nnlfnA alAOE IQaY,LAT1pN aWraN(,n1 D SECTION mat twu¢+wta I rCN SECTION ne �,saNu,mot -NYK 1 aWTW NA OaONROE YPaA a,WADE IIgaA TNa0 aNA1q NlglglFa. TIX. NYb KEYNOTES: O1Tr NCq C9taR10C1®Ilml O] 1PMCgY1•aaa ��—n,iaaw � raa eaA --1' Oi Imv,ncgFmm�wclmm, �r� Oi u•tacgnr ado Oa ,rtacgln¢ O1Pl MCgIP aED¢ WOE IFfJW1RAT10N O �a[aIROal IFA OETK IOItY! �� O ,ra,P NO q 1FE la rgIOO,'FM RLfbIM0�11f'aOi lA101N®R. � I,OEgaI61101 aOgaLY. R aW M M,P� tAl,fen.PnPwovN.vE 1® ¢aaTM E6 aO) t© rrr II,Il�ORI l£p gmol NA u®el tOi ira,P taCq TEE r I�aalaPw•aoar t— vT, as awa waEnw ast¢�aa�r lvErFN TNaa ¢aTUA mtn w naa,nn c CONFORMED DOCUMENTS I - Z p r CITY OFLUBBOCK, TEXAS UI. FYSES ,m;; c 010"" p1a0"" &wo-- ®�� SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT m autaaar eF.umer mn capes n ror eey. Nqm �ty �f �q�,�,i o ®t• PCM-M08 IfC�MJ sw a00FWIY11A.a owm Ta"`"-e'er T"""-'� rtaar�sx iF¢siiissatat lubbock SLU DGEHOLDINGT ANKS 6 & 7 lev aTE aae an 7sPE Nn FdEi T[115 SECTIONS i21 DETAIL IS,G IIII}omrnl I am'ri q Kp,r T. O.OMTHO ]t]1.A Pt W + + RTPI + + norm r . m R]TI u u u u �ROO'q A SECTION vxe ,+ra rae om],a}oan w;ui I� ti trn,mwOi noawo] 21 AN 3 DETAIL wt omao room, 5 TAJL xxe ,•,mn•a ne �S,o}oan B SECTION rat•,smao_,00lm PI AM a DETAIL w.. �S,oyoo,et ,u oi�i4o�"aMer 4 ]r]f Il'd ew 6ECIAx e •Ae.Rd '` awnou�rrEB 1'� E Tro D SECTION xxe x r rle ■mluyoao, E SECTION ,. , .]E.m.,. ramm, flulliffiLligm 1 t�rne ],], nr�m�Imowl��Ewoly /1�������g�IIS� as IEPFIDMTE F6D lETUE �% i.wral°�,oinPur/�Nr nlorrlt Inal w Halos ] rouolvl oartlxo avm �ra�'rmna]iii�O reo]e iiraaen G '�' ti i �w �� ®®� �.I I T Ur LU=Ua M1 I u Harr-- —1. G �� SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT gym' Z= °N"`-- r..cla. eonG]petlolTo..IM.Nae ' W]]]InNl o®r PCM-MG9 lubbock� eie��• Prol.:s,:�soswFasuassa,a, SLUDGE HOLDING TANKS 6 & 7 •'^'^'•"°'"' e an n aa.m ]EP,E;mE„m„ TBPE N..F-"+ T[Ies DETAILS arm aF a An crm ELEVATION Do ,wr r'Aan� ELEVATION O � roaMo/p / t / urran WVtrGA (`nN(:RFTF REPAIR 6 DETAIL RED\;CJOME, GENERAL NOTM ,. «„mAc,a,roFew,cwTlMu,M>o AMo u�/nx•vMMN,enun�,•- rof OFmY,WE MINI i ; ` 1 IMGTMM ff /]••Nq EY YO,C)IOff• N! MTmONTE V V KEY NOTE9: O1 AT FAO,fAQ EF WrlEIEMtlILL. RFSaIE SECTION Nstvurza«1ONm'iFiulrw. art 61IFA� ro r •Erlu AfLl1w,,, AarNaA.w ro•[u•. oo Ior art TI•umtl, Emruo f•//EIFnuEVG®.IF110.E WIOEIETO AT llARl /IUI CIEM B/ll•a •/A1ITFMJLfg1 Na,amrtuNnvert,cA�swl O,nwa M•a, wmrME wAte/.en•a p•N/•r w,�.¢,�m•ro •a,A � •wart iA raF•rwA�fm,ae • 1 t g ..FN� �••a,�t�A I� �iAu • ZItl FA=WNgiFAO,fA F•/ML •F/1L IEIMFDt fA�E 6 faFO AIO FW L F F �aou/an ro �vwr IEmu�. OW„AM YTIIMT®WMOEIE Ai •plYq C ,���� �-F�o •��E�QI�GElENE11,�62aEf1/m0 OIF1C14 RAIaNE ,MTFA ro NtEMGE MTIMIEM NIiAQ 1111FiYi1111n •Y•911116T /R,ALL YAIf r OC • 1MF EAfAfB fPMY1F3NTGRRNO LF/�REOO.2 AEF/11. RACE AfLI�•IDATE GAOACOMpttTE CMt411 fLIGErz YAM MTI+MTm NANlttl•A1O P W IIC INYIIAIM MIIMlE9 Ol W O f8pf f CII/ aw, AfLI Ai 121iR , r /•vE,m •dn l•! 101 T e r/uuu,/un 1©AfT91 NIun,m/E Faun. mrmrolEte wrtx anwaAEnrrAw wM,FtTAuo aAE rw C Aa2rMw/u.uan SECTION wn„mmFn raumEiE fAcorowTo, wa,ouarorwNv. wr•+ EA�MwfE •�;�+^+ ���®®� Boll cww aT— hn1••F.NVE, Ph-51245S45MFm51245MIo1 TOPE N+. Fd•2 , C�ij'Of Lubbock TEXAS CITY OF LUBBOCK, TEXAS �•$CAEFs mTo G SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT uEa o®r .mr..�a „m ,,,, 'wH"°'�14 PCM-M70 •�-.:,N.,><7.>M SLUDGE HOLDINGTANKS6&7 DETAILS °MEET MO r of m eFalmmalu •ev urz n mw,a 1 2 3 4 5 3 7 B 10 11 12 13 nmacrNa rau,e gENNE •mt,eJo,r,•+PI r_ cea u t. Eauaro anzoamaoaosa arw KEYNOTES: ueE Ewsmn vNEcdT•cnromP Na ucrnaaon mxFN: n aow ro IEawEn rt•Tue alonNi. A FRONT VIEW r•, c. W � 1P FEE Ymf�m] B SIDE VIEW r•, c" La•� 1P RE �\1Ct�•m •1- •T! rt- Y•LE GI- 00 OL EI- P•f� F1- PIN-IW Q pi YMIYIilYER 6 W1mM �ImaA FlIDO[wi➢YG 14➢Nall OF PPImM aauocElrwTEn FaXVmT F. 6 IIONIMOPNE11E1 PUPImOY IIONIMOPNEL P01Y91 PN6 BL PONdI W:IFA GS YItE m- s•CE FaXVmlfNl F.a- aP•CE lt- PIIV-ISI PUPImOY rta. ®NE faF wmlowcfarFn or- eG1m1 FaXVmlf•N 4 Euw1m1 Fla. R61mw wlmf EIaLINIGYIIR � r�iwt�i ®ahFn 111- YNE R- L61m1 m- GCIOm NIUm:IEATEIi DINE GT)IIRS PNFl E El- FPNIE rti O•CE fY WGlaq pL YItE YI�UTtl1161 PW1011 ��-E/EFD PUPle.1 6 WGl® OWfaE•tml YN9UlM w1.] wntm] i1�PN�Va 6 PIai1�1 SN111VWEFEED FUFPM.] clo- uaulm on-ws�lml aumuTonNna aumEurs]c EI1 PYNm1 aartwucefEEo RP•lufvl P]rw.l wanln.a F cll•F111111Eaa1GlPlo 01]-fFFI® E11-FUNIEPIai1M1 wltf]I•ToxNn� Fi1L0E16a1C nnNufel Qa(1RfI1�fEFD wanNna PYPNp1 CIS Y•GImO Eti PaR1m1 Y•C6UTOIIwaa OWRWU!/EFD P]rw).a a CONFORMED DOCUMENTS <;. Com®.0q.81'st,r' clrr of LUBBOCK, TEXAS rau see ,m„ ; 11cI SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT a'""""'I'� -- o1i"oao Bell c.pm dT— H". NPM - city of EIECiwGL o ® r PCM00E11 ", ,� - PlonC57 �F ;,1�1a1 Lubbock EXISTING MCC-1000 ELEVATION„�"a'�,,,; TEXAS MTE W OFJO!!W alNE Bel] THPE N. FSGi deiaa tY ff >n m u w u R If y� �_ gs i - 4� 4 ��jQOg@ 1{3t 'yJG� yap{� �� ��i i a� � � �g� C a i 0 0 0 ; yp i la ilrl•Id il.c Id:lrl W.— 4 ,.3,titYll),,. ttxN•ltll! i yq 9 i � i � o (7 � O I ' �yp�� ' la � U I 1 Il O tlFllfa tlK l\Imtu< ilrU. co m z1 17 W I O o I I I 1 co) � U(y I la.lrl.lm.re I «� 0 El g€! a I I Id clrl.lm cus is sirl \Id y k I I ; � 93 ; I IblclK\IdoK �, 1 I m,nn.mtw tail'rt:tm n.e � ac--opo--� I � ���i I I Id nrl rlmcue Idilrlrleltue � Ypo-i ; ° � a��` �.: O��i 8 I I rolxul.lm cue Id clrlrl¢Icue I 1 Yp' -- 12 I S � Ild.lrl.lm ne . I � I , s dd la uel:ulilK I I � 5� R I [Irl.lm xus I 4p`< I ' yy ssia ' �9�% � 8 Id xul•�\K p I 1i IIa.lrlrw N 9 —0 � : � Q� � la.rl.11tl trl,m let ; ac—o � H!��4 I 0 I ; irol\lrN1O1xK la\1r191m rx I W I I � I O ' Ia.NI\Im •K , ` I Irol.l.l.roleat � ������ ; �� ; I Ild.lrl.lm tK lol.ul.lm •K W §4 I I 1 1 I I Ild trl.lm mre O I 0 y 9 I �g� I RIO I Id \Irl•Im •K (d uvt.W mr.k ---------- � ;IOl.trl.101 ne 1#1 LIOIr YdLLll l.6rIYrWO� < m U [] W 2 3 1 1 9 1 9 10 11 12 13 ST � MH+.00ENGpN4TAMG'APFAGAYF+GIKN• 6AY l oN,.YI ,.1 V iA lO IPi� l]p4110q +0. IIE.Iax Bo,10M.1 GAY 4 pV ] NIIMVIY 1] ITT N W ®IfNLY IP01 YRTTm NNLL110O1 ro ,I�A4]px PON 14,1,E C P411 eNnu.RE� PAK,+GLLA14Y W NOAIKNro ILTRL.RllO WGIa A i OYfGT21NYNLE0M111. N1011M IlIMAGPOIMpN IO COAL, IENIPC R4MINA TYTK NiLL KEY NOTES: olOm, O YOMlALL LOIIMNT01AfbY0, D],I]Olf � lR RAID. ,am O NI+.Nl11TTNG1N014 RAIAC,WT00(10 6t.11IX]E XOID WO TANK S 'M SLUDGE MOLDING TANK 7 AIID W Po11,UIIRH.M2 0I lV IIIBR N M MILE,. aTIWOM WYE®YNOWYIDIRM 1m W °OA. N 61FOIGTI WO FDR 11Y I � ] R10O!I,ODN4 TAN]mDwO1ANlWOY114X 0 1 APPI®pWTEIDG1KWl B . PNNA:MDYYI OVGFOJKTb AOC OVGFD IOx YI]VAG PON0.1 NKTalIIK<AMNLO GBD, Mr0 A f O1RM TYIF pq l� NII ro AGi1Yf G)CYIG � NO11\D OAOYONO FLIIN4l+E PAMMEG PRpYA:4PYWY4W 0]NI OYE 1 TXAL+fTMAGIGO, OVOAlf01IUIINE1Y.06 1 O GRA®P0.11 GAMY NOgG�111GroFD4E 0I 1 MSW1OKIro R,lVro1lOC 1 O GNIFLrro AM.00KAI001DAT 01.FJ1® Wp4EP1AP RATAiPO1 TYNC LRTALGIIN. 1 PEIDYEKIA'IDGIKN OFOAI0Om.110U,EOli11 OPBTNPEO ONOR. L: OWIM4MUINOII. N0ITI+W TTi,T ONi� Li OPpDYp6YEAfIMIIFIi'CPG]ENf /Im IDGTE GfO W! W. W W. ro NR GR TMOIAX GI AR.Im]A PDlTMTE GIIOILTNN. W1fORfdENI. ] O ao,ororau.rDxr RAID. , mrm m® 1 IEsrnroea rw Q]MMNIIM. �O aox4r] ' � m'mn,�inGA�SaN'�im A�"iolro ��n,AE G♦m+Q p' A i A+T.,m,A � �,� I � vNn+mxa4cawun■ � �wN19C(IYPI I , MllnsroxneKCLn. I I O° � m^m0 I 1 1 fD4 TauRl+®�.O -- 7 X -------� CT 16lro Anlrr ' ,� ----- ____ _'Oi i " �ii I °H'010 I ___ ,ini asw,4s wXa>raGn --------------------------------------------------- ----------------------J I I NRKONimrow]cw.Y aNmn a tw F 1 oM1vos, Ia:FPrrolliaXf II olOWl DK-IES1E11 SURGE PUMP STATION I I F Naa,x I mrox ENLARGED DETAL Y.an mP4N I I I I ,.YIIIm An4A eLsm. I �o�„ i nnamrAe01 1 � 1r � I 1 eG4a Kn F]E rsY,00tElRnA 1� CONFORMED DOCUMENTS CITY OF LUBBOCK, TEXASFFIFY A, _ W���� .■,.,; 31I� SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT MAYRI0. No. '^"` "` ' o,�Rxan MAnxN4lioa w.mrAwRi+un. N„t.gY,orTm NaM tzty°� — -- o®,• PCM02E07 SWWZW0.A+Gtln.7 87Y lubbock „ux,x KM AGOFMIWx6, p11TE - - FX5,24534 F-512�5"10, SLUDGE HOLDING TANKS B&7 4'•�T"G lev Y,e R oTAGwrnK AxaN] TEIK N4. 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MUWL TX 79750 1Y1TE - PR : 5124513.T6T Fes sl 24S lo, TENS PPaavrloN aee Atx TSPE No. F2e2 A-10oID COP-I00x• PPCSSWC e0fJJ101 SIICR PEZ9iaR/.11al VLLYC o-b PS,c PE-,WID ZSOf�l00x0 VLLZSOC-I Pam1lP[ SlPlal NIR, ® PVYP OWw,O[ LxMllal TE POSeON S�lal — SUC141 VLLY[ U PSi WI P®l,al 5111W CITY OF LUBBOCK, TEXAS SCALES SEWRP SOLIDS HANDLING IMPROVEMENTS PROJECT SLUDGE RECIRCULATION / TRANSFER PUMP NO.2 1'°" PCM # 10 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 10/09/2015, Page 1 of 1 r- Subject: Carollo Response to PCM # 10 Submitted : 10/09/2015 Status: Pending Created By: Carollo, Jason Anderson Type: Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #10 will be submitted with Change Order #1. eadoc PCM#11 Solids Handling Improvements Project City of Lubbock Printed 11/23/2015, Page 1 of 2 Roof Taper Insulation Submitted : 11/19/2015 Type: Submit quotation for perforni_�4ab To: Carollo,Gary Contract: 92249 Wheelwright, Jason Contractor: Archer Western Contractor; Anderson,Lynene Voelker ISO Currency Code: USD Revision Date: Purchase Order: RFP 14-11644-TF Status: Pending Priority: High Pending On User: Gary Wheelwright, Lynene Voelker Pending On Org: Carollo Created By: Archer Western Contractors, Jason Buoy Created: 11 /18/2015 Change Date: Schedule ID: Not to Exceed $: 61,235.00 Set: Approved Thru Last: 0.00 Amount Added: 0.00 New Approved Amount: 0.00 Current Contract Duration: 1,186 Days Added: 0 New Contract Duration: 1,186 Budget: Funding: Cost Item: PCM Description and Justification: Additional roof taper insulation per RFI 49. eadoc PCM#11 Solids Handling Improvements Project City of Lubbock Printed 11 /23/2015, Page 2 of 2 Files PCM 11.pdf 288.38 KB eadoc Proposed Contract Modification #11 (Not a Change Order) Project Name: City of Lubbock Contract No: SEWRP Solids Handling Improvements Project Project Owner: lCity of Lubbock Initiated By: Consultant Project No.: lCarollo Engineers Contractor: lArcher Western Construction I Date: Attention The following change in the contract on this project is proposed • Work shall not commence until authorized by the OWNER. Description of the Proposed Change: Lubbock SEWRP - Solids Handling Improvements Project Additional roof insulation buildup per RFI 49. J Owner J Engineer J Contractor 10/22/2015 Jason Buoy';,,.,,,,' one m s.i i u i � sa. mm Carollo Recommendation All work shall be in accordance with the terms, stipulations, & conditions of the original Contract Documents. If the J Accepted J Rejected work herein provided for is Approved by Change Order, the time of completion will be: J Increased J Decreased J Unchanged by 0 calendar days This change will: V Add J Deduct J Not Change Comments: 1$61,235 GENERAL CONTRACTOR DATE BY (Consultant Name): DATE Owner's Action: J Accepted J Rejected BY (Owner) Date Lubbock SEWRP Solids Handling Improvements Project OWNER: City of Lubbock WORK DESCRIPTION: PCM 011 ENGINEER: Carollo Engineers CONTRACTOR: ARCHER WESTERN CONSTRUCTION 1411 GREENWAY DRIVE IRVING, TX 7503E • _ �jr����Fh?i�����711f�1iTli{ity11.....'+T'STrTnf.T��� I- TOTALS: Labor Burden Small Tools •• Subcontractor Profit @ 5% IjjjjjjjjjjjjjjjjjjjjjjjjjElrlp:•1 . r r'r . r r'r}.;Y:YI�Iii�l�}.::�i4•Ii':•7 .1 8• r r• --- .r rr • • - • • : - @ Subsistence (Out of Town Costs @ $3.00/MH) Insurance and Bond @3% --- . r yr IttIItII�::+aMR!6Rl' IC•1/s1�d!,[•].1.ICI:IF.Y•L191J:i•11•]9d4.9•NLSL•1:>i �?:iMR6y� page 1 """A B F COMMERCIAL ROOFING & FOAM 702 Worw1row Rd. RI). Box 61651 Luhluxk, TX 77461 Phunc. 19116) 7Si,1626 F-wV 4806) N6}. t 1.19 Curtis Weston Archer Western Construction 1411 Greenway Drive Irving, Texas 75038 RI:I'.: SEWRP Solids I landling Improvement 3603 Guava Street Lubbock, Texas 79457 Ilere is the information you requested: Proposal request Number One: Furnish and install lightweight insulation concrete system to flush up cambered areas in existing decking. FUrniSh and install %" tapered lightweight insulation concrete system with a starting thickness of2". Amount: $ 31,620.00 WV Proposal request Numbei-Two: Furnish and install tapered polyisocyanurate roof insulation to 11us11 up cambered areas in existing decking. Furnish and install ''IN' tapered polyisocyanurate roof insulation with n starting thickness oft". Amount: $ 56,620.00 The approximate vveight of the lightweight insulating system is 7# per sf. The approximate weight of tile tapered polyisocyanurate system is 3# per sl. Please let us know if you need any addition information. /,?0/.�Tl �A /�ts PCM # 11 Response # 1 Solids Handling Improvements Project City of Lubbock Printed 11/19/2015, Page 1 of 1 Subject: Carollo Response to PCM # 11 Submitted : 11/19/2015 Status: Pending Created By: Carollo, Jason Anderson Type: Comment Contractors Response: Construction Managers Recommendation: Recommended Comment: The Engineer and RPR have reviewed the proposal, and have found the cost and effort to be in line with what would be expected. This PCM #11 will be submitted with Change Order #1. eadoc