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WATER TREATMENT PLANT NO. 2 - CONTRACT 4 - REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT - 10-0039-UT-D' � i � � � 1 1 1 � � , � ' � � 1 � � � WATER TREATMENT PI��iNT No. 2- CONTRACT 4: REVERSE OSMOSIS PL,ANT SITE EXPANSION PROJECT 10-0039-UT-(D) LL Q � F- V CONTR.ACT DOCUMENTS & SPECIFICATIONS VOL. #2 Prepared For: Ciry of Clearwater Engineering Department 100 S. Myrtle Avenue Clearwater, FL 33756 ' �'� � C E RTI F ICAT E O F LIA B I LITY I NS U RA N C E DATE �MMlDDIYYYY) t 05/1612G13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES �BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORI2ED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may requlre an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s). ' PRODUCER CONTA T MARSH USA, INC. NAME: 601 MERRITT 7 PHONE Fvc No : NORWALK, CT 06856 ADDR�ESS: ' Atin: Emcor.Certrequest@marsh.com / Fax: 203-229-6787 INSURER S AFFORDING COVERAGE NAIC # 299174P00-COM-12-13 13703 iNSURert a: Continental Casualty Company 2C�443 INSURED iNSURER B; American Casuafty Company Of Reading, Pa 2Q427 POOLE & KENT COMPANY OF FLORIDA Trans ortation Insurance Co 2C494 ' 1781 N.W. NORTH RIVER DR. iNSUReR c: P - MIAMI, FL 33125 INSURER D: II�ICIICFR F • ' ' ' ' 1 ' ' ' 1 ' � � � �_ COVERAGES CERTIFICATE NUMBER: NYC-006628203-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR 1'YPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DDIYYYY LIMITS A GENERAL LIABIIITY GL 2095787039 1�/�112�12 10I01/2013 EACH OCCURRENCE $ 2,��,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 1,000,000 PREMISES Ea occurrence $ CLAIMS-MADE � OCCUR MED EXP (Any one person) � $ . 25,000 PERSONAL & ADV INJURY $ 2�000,000 � GENERAL AGGREGATE $ 6,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 14,000,000 POLICY X PRO- LOC $ A AUTOMOBILE LIABILITY BUA 2O957a7O9O iO/O1I2O12 iO/Oi/ZOi3 COMBINED SINGLE LIMIT 2,000,000 Ea accident X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS PROPERTY DAMAGE X X NON-OWNED Per accidenl $ HIRED AUTOS AUTOS Auto Physical Damage S Included UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S _ OED RETENTION $ $ g WORKERS COMPENSATION WC 2095787008 (AOS) ��/�i/2012 10/01�2013 X WC STATU- OTH- AND EMPLOYERS' LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N WC 2095787011 (CA) 1O/O1/2012 lO/Ol/2013 E.L. EACH ACCIDENT $ 1,000,000 C OFFICER/MEMBER EXCLUDED? � N� A WC 2095787025 AZ, OR, WI 'IO/O'I/ZO'IZ 'IO/O'IIZO'I3 �,OOO,OOO (Mandatory in NH) ( ) E.L. DISEASE - EA EMPLOYEE $ Ii yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS belaw E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 701, Additional Remarks Schedule, if more space Ia required) RE: JOB N0. 13703 - WTP N0. 2- CONTRACT 4- REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT 10-0039-UT (D) ADDITIONAL INSURED UNDER ALL POLICIES (EXCEPT WORKERS COMPENSATION & EMPLOYERS LIABILITY) WHERE REQUIRED BY CONTRACT: THE OWNER, CONTRACTOR, SUBC(',NTRACTORS, ENGINEER, ENGINEER'S CONSULTANTS AND ALL OTHER PERSONS OR ENTITIES IDENTIFIED IN THE SUPPLEMENTARY CONDITIONS COVERAGE PROVIDED TO THE ADDITIONAL INSUREDS IS PRIMARY & NON-CONTRIBUTORY. WAIVER OF SUBROGATION AS REQUIRED BY CONTRACT, CONTRACTUAL LIABILITY COVER4GE IS INCLUDED. THE GENER4L LIABILITY POLICY HAS NO XCU EXCLUSION. CERTIFICATE HOLDER CITY OF CLEARWATER ATTN: KATHLEEN BEDINI 100 SOUTH MYRTLE AVENUE SUITE 220 CLEARWATER, FL 33756 ACORD 25 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Heidi Bauermeister ,.s✓'� �'i O 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ' ' �, � A� O ' AGENCY MARSH USA, INC. POLICY NUMBER ' CARRIER ' ' ' ' ' 1 � � � 1 ' ' ' � � ACORD 101 (2008I01) _ � _— - --- AGENCY CUSTOMER ID: 299174 LOC #: Norwalk ADDITIONAL REMARKS SCHEDULE NAMEDINSURED POOLE & KENT COMPANY OF FLORIDA 1781 N.W. NORTH RIVER DR. MIAMI, FL 33125 NAIC CODE EFFECTIVE DATE: Page 2: of 2 O 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD � 'I � � u i , � � LJ , � � , APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION Table of Contents: OWNER DIRECT PURCHASE (ODP) DOCUMENTS • Instructions for Addendum to Agreement • ODP Agreement Form • Addendum to Agreement • Attachment "A" • Attachment "B" • Attachment "C" • Attachment "D" • Procedures for Sales Tax Savings, Requests to Requisition and Receiving/Invoicing • Request to Requisition Form SWFWMD MBE-WBE PROJECT PERMITS • FDEP ERP Permit/ACOE Exemption • FDEP Construction Permit • FDEP Wastewater Collection System Permit • FDOT Driveway Permit • FDOT Stormwater Permit GEOTECHNICAL SOIL REPORT • Final Report of Geotechnical Investigation - Clearwater RO Plant #2 TBC CONSOLES QUOTE � � � Appendix � 9/27/2010 OWNER DIRECT PURCHASE (ODP) DOCUMENTS Appendix 9/27/2010 � L� f i � � � � � L � � � � � INSTRUCTIONS FOR ADDENDUM TO AGREEMENT FOR CONSTRUCTION OF WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT CITY OF CLEARWATER CONTRACT #10-0039-UT-(D) E 3. 4. 5 Appendix The Contractor and the City, prior to the ordering of any materials, must complete the Addendum to Agreement for Construction of the Water Treatment Plant No. 2— Contract 4: Reverse Osmosis Plant Site Expansion proiect. Attachment "A" is to be completed by the Contractor and submitted with the Addendum. Attachments "B", "C" and "D" relate to Owner-Furnished Materials that are part of the of a Subcontractor's Work. Attachments "B" and "C" would be completed for each Subcontractor responsible for materials as part of the Subcontractor's Work. Submit two (2) original copies of the Addendum and Attachments to: City of Clearwater Engineering Department Attention: Robert Maue, Sr. Professional Engineer Phone: (727) 562-4827 Fax: (727) 562-4755 100 South Myrtle Avenue, #220 Clearwater, FL 33756-5520 If you have any questions regarding this process please direct them to: Stephanie Sansom, Engineering Dept. Senior Accountant Phone: (727) 562-4744 Fax: (727) 562-4755 E-Mail: stephanie.sansom(c�myclearwater.com 9/27/2010 ADDENDUM TO AGREEMENT FOR CONSTRUCTION OF WATER TREATMENT PLANT No. 2- CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT CITY OF CLEARWATER CONTRACT No. 10-0039-UT-(D) In reference to contract # 10-0039-UT-(D) dated , 20 between City of Clearwater, the Owner, and , the Contractor, it is further AGREED as follows: 1. The Owner has reserved the right to purchase certain portions of the material for the Project directly in order to save applicable sales tax in compliance with Florida Law since owner is exempt from the payment of sales tax. 2. The attachments lettered "A", "B", and "C", attached hereto (as amended by notations thereon) and incorporated herein shall be executed by the Contractor and applicable Sub-contractors and the terms thereof shall govern the purchase of materials for the Project as determined by the Owner. 3. The contract price shall be reduced by the cost of the materials purchased by owner plus the normally applicable sales tax as bid by the Contractor even if the cost is in excess of the cost for the materials as bid by the Contractor. However, for purposes of calculating engineering fees, contractor fees, architects fees, and any other amounts that are based on the contract amount, the original contract amount shall be used. 4. The Contractor reserves the right to authorize payments for invoiced materials, prior to Owner's authorization process, as outlined in Attachment "D". 5. The Contractor will assist Owner in owner's direct purchase of materials for the project. However, owner acknowledges that Contractor's Sub-contractors nonetheless each reserves the right to purchase project materials directly, without Owner's prior approval and consequent power to eliminate reimbursement of sales tax. This addendum, upon its execution by both parties, is made an integral part of the aforementioned agreement. CITY OF CLEARWATER: Date: William B. Horne, II City Manager/Owner ATTEST: Rosemarie Call City Clerk (City's Corporate Seal) APPROVED AS TO FORM: Camilo Soto Assistant City Attorney Appendix CONTRACTOR: Date: Contractor ATTEST: Secretary �� 9/27/2010 � � ', � � � LJ � � � � � ATTACHMENT "A" FROM: CITY OF CLEARWATER (OWNER) TO: (CONTRACTOR) OWNER-FURNISHED MATERIALS PROJECT: WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT (10-0039-UT-(D)) 1. The Contract Price inciudes Florida sales and other appiicable taxes for material, supplies, and equipment which will be a part of the Contractor's Work. The owner, being exempt from sales tax, reserves the right to make direct purchases of various construction materials included in the Contractor's contract. Owner-purchasing of construction material, if selected, will be administered on a deductive Change Order basis. Additionally, Purchase Orders will include Owner's Certificate of Exemption number. 2. The Contractor shall provide the Owner a list of all intended suppliers, vendors, and material for consideration as Owner-Furnished Materials. The Contractor shall submit price quotes from the vendors, as well as a description of the materials to be supplied, estimated quantities, and prices. 3. The Contractor shall be fully responsible for all matters relating to the receipt of materials furnished by the Owner in accordance with these Special Provisions including, but not limited to, verifying correct quantities, verifying documents of orders in a timely manner, coordinating purchases, providing and obtaining all warranties and guarantees required by the Contract Documents, inspection and acceptance of the goods at the time of delivery due to the negligence of the Contractor. However, the owner assumes the risk of damage or loss during the time that the building materials are physically stored at the job site prior to their installation or incorporation into the project. The Contractor shall coordinate delivery schedules, sequence of delivery, loading orientation, and other arrangements normally required by the Contractor for the particular material furnished. The Contractor shall provide all services required for the unloading and handling of materials. The Contractor agrees to indemnify and hold harmless the Owner from any and all claims of whatever nature resulting from non-payment of goods to suppliers arising from the action of the Contractor. 4. As Owner-Furnished Materials are delivered to the job site, the Contractor shall visually inspect all shipments from the suppliers, and approve the vendor's invoice for material delivered. The Contractor shall assure that each delivery of Owner-Furnished Materials is accompanied by documentation adequate to identify the Purchase Order against which the purchase is made. This documentation may consist of a delivery ticket and an invoice from the supplier conforming to the Purchase Order together with such additional information as the Owner may require. The Contractor will then forward the invoice to the Owner for payment, pursuant to Attachment A of this Contract. 5. The Contractor shall insure that Owner-Furnished Materials conform to the Specifications and � determine prior to acceptance of goods at time of delivery if such materials are patently defective, and whether such materials are identical to the materials ordered and match the description on the bill of lading. If the Contractor discovers defective or non-conformities in Owner-Furnished Materials upon such visual inspection, the Contractor shall not utilize such nonconforming or defective materials in the Contractor's Work and instead � shall properly notify the Owner of the defective or nonconforming condition so that repair or replacement of those materials can occur without undue delay or interruption to the Project. If the Contractor fails to perform such inspection and otherwise incorporates into the Contractor's Work such defective or nonconforming Owner-Furnished Materials, the condition of which it either knew or should have known by performance of an � inspection, Contractor shall be responsible for all damages to the Owner, resulting from Contractor's incorporation of such materials into the Project, including liquidating or delay damages. � � � 6. The Contractor shall maintain records of all Owner-Furnished Materials it incorporates into Contractor's Work from the stock of Owner-Furnished Materials in its possession. The Contractor shall account monthly to the Owner for any Owner-Furnished Materials delivered into the Contractor's possession, indicating portions of all such materials which have been incorporated in the Contractor's Work. Appendix 9/2 i /2010 7. The Contractor shali be responsible for obtaining and managing all warranties and guarantees for all materials and products as required by the Contract Documents. All repair, maintenance, or damage- repair calls shall be forwarded to the Contractor for resolution with the appropriate supplier, vendor, or subcontractor. 8. Notwithstanding the transfer of Owner-Furnished Materials by the Owner to the Contractor's possession, the Owner shall retain legal and equitable title to any and all Owner-Furnished Materials. 9. The Owner shall indemnify and hold Contractor harmless from any sales tax (and interest and penalties incurred in connection therewith) in the event there is a final determination that sales made by Owner, which Owner treats as being exempt from sales tax, are subject to sales tax. "Final determination" shall mean an assessment by the Department of Revenue that is no longer subject to protest, or a determination of a court having jurisdiction over such matters that is final and not subject to appeal. Contractor agrees to promptly notify owner of any audit, assessment, proposed assessment or notice of deficiency issued with regard to the Project and relating to Owner-Furnished Materials. 10. As invoices are received, Contractor shall be required to review invoices submitted by all suppliers of Owner-Furnished Materials delivered to the Project during that delivery for use by the Contractor and either concur or object to the Owner's issuance of payment to the suppliers, based upon Contractor's records of materials delivered to the site and any defects in such materials. 11. In order to arrange for the prompt payment to the supplier, the Contractor shall provide to the Owner a listing indicating the acceptance of the goods or materials within thirty (30) days of receipt of said goods or materials. The list shall include a copy of all applicable Purchase Orders which will include owner's Certificate of Exemption number, invoices, delivery tickets, written acceptance of the delivered item, and such other documentation as may be reasonably required by the Owner. The check will be released, delivered and remitted directly to the supplier. The Contractor agrees to assist the Owner to immediately obtain partial or final release or waivers as appropriate. At the end of the Project, Contractor will be provided with a deductive Change Order for the cost incurred by the Owner to provide all Owner-Fumished Materials. Salvage materials shall be stored or removed from the site by the Contractor at the Owner's direction, or may be turned over to the Contractor for salvage or disposal at the Contractor's option. 12. The Contractor shall be entitled to the benefits of any discounts attributable to the early payment of vendor invoices for materials furnished by the Owner pursuant to the Specifications. 13. The Contract between Contractor and Owner is hereby amended to clarify that Owner- Furnished Material shall be included in the Cost of the Work for the purpose of determining the Contract Sum due Contractor. Appendix 9/27/2010 � � � � � r-- � � {� FROM TO ATTACHMENT "B" OWNER-FURNISHED MATERIALS NTRACTOR) (SUBCONTRACTOR) PROJECT: WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT (10-0039-UT-(D)) 1. The Contract Price includes Florida sales and other applicable taxes for material, supplies, and equipment which will be a part of the Subcontractor's Work. The Owner, being exempt from sales tax, reserves the right to make direct purchases of various construction materials included in the Subcontractor's contract. Owner-Purchasing of construction material, if selected, will be administered on a deductive Change Order basis. Additionally, Purchase Orders will include owner's Certification of Exemption number. 2. The Subcontractor shall provide the owner a list of all intended suppliers, vendors, and material for consideration as Owner-Furnished Materials. The Subcontractor shall submit price quotes from the vendors, as well as a description of the materials to be supplied, estimated quantities, and prices. � 3. The Subcontractor shall be fully responsible for all matters relating to the receipt of materials furnished by the Owner in accordance with these Special Provisions including, but not limited to, verifying correct quantities, verifying documents of orders in a timely manner, coordinating purchases, providing and obtaining all warranties and guarantees required by the Contract Documents, inspection and acceptance of � the goods at the time of delivery due to the negligence of the Subcontractor. However, the Owner assumes the risk of damage or loss during the time that the building materials are physically stored at the job site prior to their installation or incorporation into the project. The Subcontractor shall coordinate delivery schedules, sequence of delivery, loading orientation, and other arrangements normally required by the Subcontractor for � the particular material furnished. The Subcontractor shall provide all services required for the unloading and handling of materials. The Subcontractor agrees to indemnify and hold harmless the Owner from any and all claims of whatever nature resulting from non-payment of goods to suppliers arising from the action of the Subcontractor. � � u � 4. As Owner-Furnished Materials are delivered to the job site, the Subcontractor shall visually inspect all shipments from the suppliers, and approve the vendor's invoice for material delivered. The Subcontractor shall assure that each delivery of Owner-Furnished Materials is accompanied by documentation adequate to identify the Purchase Order against which the purchase is made. This documentation may consist of a delivery ticket and an invoice from the supplier conforming to the Purchase Order together with such additional information as the Owner may require. The Subcontractor will then forward the invoice to the Owner for payment, pursuant to Attachment "A" of this Contract. 5. The Subcontractor shall insure that Owner-Furnished Materials conform to the Specifications and determine prior to incorporation into the Subcontractor's Work if such materials are patently defective, and whether such materials are identical to the materials ordered and match the description on the bill of lading. If the Subcontractor discovers defective or non-conformities in Owner-Furnished Materials upon such visual inspection, the Subcontractor shall not utilize such nonconforming or defective materials in the Subcontractor's Work and instead shall properly notify the Owner of the defective or nonconforming condition so that repair or replacement of those materials can occur without undue delay or interruption to the Project. If the Contractor fails to perform such inspection and otherwise incorporates into the Subcontractor's Work such defective or nonconforming Owner-Furnished Materials, the condition of which it either knew or should have known by pertormance of an inspection, Subcontractor shall be responsible for all damages to the owner, resulting from Subcontractor's incorporation of such materials into the Project, including liquidating or delay damages. 6. The Subcontractor shall maintain records of all owner-Furnished Materials it incorporates into � Subcontractor's Work from the stock of Owner-furnished Materials in its possession. The Subcontractor shall account monthly to the Owner for any owner-Furnished Materials delivered into the Subcontractor's possession, indicating portions of all such materials which have been incorporated in the Subcontractor's Work. � Appendix � 9/27/2010 7. The Subcontractor shall be responsible for obtaining and managing all warranties and guarantees for all materials and products as required by the Contract Documents. All repair, maintenance, or damage-repair calls shall be forwarded to the Subcontractor for resolution with the appropriate supplier, vendor, or sub-subcontractor. 8. Notwithstanding the transfer of Owner-Furnished Materials by the Owner to the Subcontractor's possession, the Owner shall retain legal and equitable title to any and all Owner-Furnished Materials. 9. The Owner shall indemnify and hold Subcontractor harmless from any sales tax (and interest and penalties incurred in connection therewith) in the event there is a final determination that sales made by Owner, which Owner treats as being exempt from sales tax, are subject to sales tax. "Final determination" shall mean an assessment by the Department of Revenue that is no longer subject to protest, or a determination of a court having jurisdiction over such matters that is final and not subject to appeal. Subcontractor agrees to promptly notify Owner of any audit, assessment, proposed assessment or notice of deficiency issued with regard to the Project and relating to Owner-Furnished Materials. 10. As invoices are received, Subcontractor shall be required to review invoices submitted by all suppliers of Owner-Furnished Materials delivered to the Project during that delivery for use by the Subcontractor and either concur or object to the Owner's issuance of payment to the suppliers, based upon Subcontractor's records of materials delivered to the site and any defects in such materials. 11. In order to arrange for the prompt payment to the supplier, the Subcontractor shall provide to the Owner a listing indicating the acceptance of the goods or materials within fifteen (15) days of receipt of said goods or materials. The list shall include a copy of all applicable Purchase Orders which will include owner's Certificate of Exemption number, invoices, delivery tickets, written acceptance of the delivered item, and such other documentation as may be reasonably required by the Owner. The check will be released, delivered and remitted directly to the supplier. The Subcontractor agrees to assist the Owner to immediately obtain partial or final release or waivers as appropriate. At the end of the Project, Subcontractor wilt be provided with a deductive Change Order for the cost incurred by the Owner to provide all Owner-Furnished Materials. Salvage materials shall be stored or removed from the site by the Subcontractor at the Owner's direction, or may be turned over to the Subcontractor for salvage or disposal at the Subcontractor's option. Appendix 9/27/2010 � � � ' � ' LJ � �� ATTACHMENT "C" From: (CONTRACTOR) To: (SUBCONTRACTOR) PROJECT: WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT (10-0039-UT-(D)) This project qualifies the Owner to utilize its sales tax exemption for the purchase of materials used in the project. In order to do this, the City of Clearwater, Florida, (Owner) must pay for the materials directly. This shall be accomplished in the following manner: 1 � 3 4. 5. Subcontracts will be issued by Contractor to Subcontractors in the usual manner, including sales tax. Subcontractors will prepare their material orders and forward same to Contractor so that City of Clearwater (owner) purchase orders may be placed for these materials. Contractor will return to the Subcontractor a copy of the City of Clearwater (owner) purchase order on behalf of the City of Clearwater (Owner). It shalf read: To: Supplier For: Material per attached Subcontractor order, The material supplier will then bill the City of Clearwater (Owner) c/o "Subcontractor" c/o Contractor. Subcontractor will approve invoice and send to Contractor who will submit same to City of Clearwater (Owner) for payment. City of Clearwater (Owner) will then pay the invoice directly and the Subcontractor will be issued a deductive change order for the amount of the invoice plus sales tax. �, It is imperative that the Subcontractor approve the invoices and forward them to Contractor by the of each month for payment by the . Those received after the will be processed in the next month's billing cycle. � � � � � � Appendix � 9/27/2010 ATTACHMENT "D" PROCEDURE FOR GENERATING SUB-CONTRACTOR DIRECT PURCHASE ORDERS FOR SALES TAX CREDITS Appendix 1. 2. 3. 4. General Contractor will submit requisition for materials with vendor information required (see vendor application form), item description, quantity if applicable, price, etc. Also included will be the sales tax savings amount. Architect will review the requisition, and forward to the project manager for approval and preparation of electronic purchase requisition. Requisition must contain project number as well as correct account number. Project Manager will then request requisition approval from the Finance Director. Purchasing will issue purchase order and will mail, fax, or otherwise distribute purchase order as requested. 5. A purchase order summary report will be maintained indicating the following: purchase order number, owner Certificate of Exemption number, vendor, total amount of P.O., total tax savings, amount previously requested, amount of current request, and remaining balance of P.O. This report will be updated and issued with each group of payment requests (monthly). 6. Payment requests with invoices must have receiving paperwork with authorized signatures and must be submitted for approval as indicated below: 7. Payment authorization sequence: invoices must be submitted for approval in the following order: a. General Contractor b. Architect c. Project Manager d. Engineering/City Manager e. Purchasing/for processing only f. Finance/for processing only 9/27/2010 , � � ' � � � � � � � � � � � PROCEDURES FOR SALES TAX SAVINGS, REQUESTS TO REQUISITION and RECEIVING/INVOICING CITY OF CLEARWATER WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT (10-0039-UT-(D1) Contractor: CE1: Reiss Enqineerinq, Inc. Addendum to Aqreement for Construction: See separate instructions for completing the Addendum to Agreement. Process qrocedures for tax savinqs: 2. Completion of the Request to Requisition forms by Contractor. 3. Approved by CEI. Approver(s): 4. Original to Owner's Representative for processing of P.O. requisition. 5. Based on Request to Requisition forms a schedule will be prepared for the City's Purchasing Manager to reduce the Contractor's P.O. by the amount of the P.O.s to the Materials Suppliers. It is important to process as many material supplier Requests to Requisition as possible at one time thereby reducing the amount of changes necessaryto Contractor's P.O. Construction contract will not change and the sum of the P.O.s to the Materials Suppliers plus the Contractor's P.O will represent the total contract commitment. Before sendinq to the Purchasinq Manaqer, the schedu/e will be forwarded to the Owner's Representative, CEI and Contractor's representative forapproval. We will need the e-mail address for the Contractor's & CEl's contact person(s) for this process. 6. The estimated sales tax savings for each materials requisition will be deducted from the primary lines of Contractor's P.O. A related Sales Tax Savings line for each charge code will be added to the Contractor's P.O. No changes will be made to the sales tax savings lines until all materials are purchased, received, accepted and paid for unless additional materials purchases are necessary. 7. Closing of the sales tax savings line on the Contractor's P.O. can only be done through a change order (Recommendation is that iYs done on the final C/O). Process procedures for request to repuisition forms: General description is a brief recap (sewer lines and manholes; water lines; etc) Contractor should include their fax number as well as a contact number. 3. In the description section of the Request to Requisition include any special delivery instructions. 4. Indicate whether or not retainage is to be withheld. City's standard is 5%. 5. Include the address where the supplier is to mail invoices. 6. Where applicable, shipping and handling costs should be listed as a line item on the request to requisition. 7. City staff will complete the charge code line. Procedures where a detailed line item proposal has been received from the ODP supplier: � Appendix �l u a. On the request to requisition summarize the materials to be ordered by type of system (stormwater, streets, water, sewer, reclaimed, etc) giving the total dollar amount per for each system. Leave 2 line spaces between each system to allow for the addition 9l27/2010 of the City's charge code. b. Attach the supplier's proposal to be mailed as an attachment to the purchase order. Attachment should include estimated quantities and tvpes of materials. Cost information is optional. Procedures where a detailed line item proposal is not available: � � � � c. Provide quantities and detailed descriptions of the items to be ordered, per unit and total cost as the City's P.O. will be sent directly to the Materials Supplier. ' d. Materials on each request to requisition should be grouped in relation to the major billing line items on Contractor's P.O. Leave 2 spaces between each group, as the City will add the appropriate charge codes. � The requesting official wilt be the Contractor's official with authority to procure materials. Contractor's authorized procurer(s): The o�cial approving that the materials requested meet the design specifications will be � authorized personnel from the CEI only. Authorized approvers: NOTE: Anv materials ordered bv the contractor that are not included on the Citv's issued purchase order or anv amounts ordered that exceed the amounts on the Citv issued purchase order MUST be separatelv ordered qursuant to a qurchase order directiv between the supplier and the contractor. These materials MUST be invoiced separatelv from the materials supqlied pursuant to the Citv issued purchase order. Another option would be to submit an additional Request to Requisition to increase the amount of the ODP purchase order for that suaalier. Process procedures for receivinq and invoicinq: 1. Upon receipt of materials, Contractor's representative will verifv the materials are in usable condition and the quantity received. 2. The Materials Suppliers will be instructed on the City's P.O. to send their original invoice to the Contractor to the attention of . 3. Contractor must sign off on the invoice to approve the payment and, if no receiving report is attached, must indicate on the invoice that all materials were received in usable condition. Any discrepancies with the invoice are to be resolved between the Contractor and the Materials Supplier. If the invoice is in error, it can be corrected by the Contractor before forwarding for payment under the following conditions: a. A corrected supplier's invoice can be paid up to the amount of the originally issued invoice but not in excess of that amount. b. None of the original data on the invoice can be obliterated. If it is the City will return the invoice for replacement by a corrected one from the supplier. c. If the corrections cause the invoice amount to exceed the original billed amount, the excess must be invoiced separately by the supplier and is to have the same support documentation and/or approvals as all other invoices to be paid. 4. Supplier invoices for retainage amounts, if any has been withheld, are not required support documentation but must follow the approval process as all other invoices. 5. After approval the Contractor will forward the original invoice and any attachments to City of Clearwater's Owner Representative: City of Clearwater Engineering Department Attn: Mr. Robert Maue 100 South Myrtle Avenue, #220 Clearwater, FL 33756-5520 6. After approval and verification of the materials received the Owner's Representative will forward the original invoice and any attachments to the appropriate City department for payment Appendix 9/27/2010 � � � � � � � � � � � � � � � i ! � � processing. 7. Steps 1 through 7 will be followed for each materials receipt and invoice. 8. Materials purchase P.O.s can be closed only upon completion of the materials acquisition and at the approval of the Contractor. 9. Upon closing of a materials purchase P.O. any unused balance will be added back to the appropriate line(s) on Contractor's P.O. Closinq of Contractor's P.O.: 1. All Materials Suppliers' P.O.'s must be closed prior to the final change order and closing of the Contractor's P.O. Appendix 9,2�,2�� ! 1 � ,I , � � � � � � � ' 1 � � � ' � � " � �,�� - � � � Engineering Department WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT (10-0039-UT-(D)) REQUEST TO REQUISITION STANDARD PURCHASE ORDER General Item Description: Vendor: Street Address: City/State/Zip: Receiving Location (Ship to): Street Address: City/State/Zip: Requested by: Phone Number: Date Needed by: Expense Code: Phone No: Units Detailed Description Price Per Line # QUafltl $, 2tC. (List shipping & handling charges, if applicable) Each TOt81 Date: Date: Requesting Official Approving Official Title and Organization - Contractor Title and Organization — C.E.I. Services Completed forms are routed for approval to contracted C.E.&I. Firm and to Engineering. Engineering will process and provide records retention according to City of ClearwatePs Records Management Program. Appendix Page 1 of 2 9/27/20] 0 � � �� ,:,. �� U ENGINEERING DEPARTMENT WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT (10-0039-UT-(D)) REQUEST TO REQUISITION STANDARD PURCHASE ORDER (Continuation page) Requested by: Phone Number: Date Needed by: Expense Code: Units Detailed Description Price Per Line # QUatlti $, etC. (List shipping & handling charges, if applicable) Each Total Completed forms are routed for approval to contracted C.E.81. Firm and to Engineering. Engineering will process and provide records retention according to City of Clearwater's Records Management Program. Page 2 Of 2 Appendix 9/27/2010 , ' � � � � � � � � � r � � � � � � Appendix ' SWFWMD MBE-WBE 9/27/2010 MINORITY/WOMEN OWNED AND SMALL BUSINESS UTILIZATION REPORT Projects receiving $100,000 or more in cooperative funding from the Southwest Florida Water Management District require the submission of the following information within 30 days of any amendment increasing project funding and with the final invoice. Questions regarding use of this form should be directed to Contracts Administration, Phone (352) 796-7211 ext. 4132. INDICATE THE ONE CATEGORY THAT BEST DESCRIBES EACH ORGANIZATION LISTED* Cooperator: _ BUSINESS CERTIFIED MBE NON-CERTIFIED MBE UNKNOWN CLASSIF�CATION Z f/1 V1 T = N D � T N � $ Agreement No.: � a' D n D D z A n D ? < A � � r y � � m n q � D D 2 m C 2 � Z � � � � � 00tn � D i m � � .?$ y m 3 Project Name: � w m z p Z � � A � � � �n� � � 3 z z z � 3 z z N :0 A Total Project Cost: � g NAMES OF CONTRACTORS AND TOTRL AMOUNT PAID SUBCONTRACTORS UTILIZED "❑ Our organization does not collect minoriry status data. Signature Date Print Name and Title 16.00-026 (01/07) a� r � �r � .� � s r � �r �s .�r � � � r � � , ' ' � � � � � , � � r � � � � � � � . . PROJECT PERMITS FDOT Driveway Permit FDOT Stormwater Permit FDEP ERP Permit/ACOE Exemption FDEP Construction Permit FDEP Wastewater Collection System Permit Appendix 9/27/2010 FDOT Driveway Permit Appendix 9/27/2010 � , r � � � � � � r r � � � � � � Appendix , FDOT Stormwater Permit 9,2�,2�1� RICK SCOTT GOYERNOR October 30, 2012 �� ... ._ � Florida Department of Transportation 11201 N. McKinley Drive Tampa, Florida 33612-6456 1Vlark D. Oural, PE HDR Engineering, Inc. 5426 Bay Center Drive, Suite 40U Tampa, FL 33609 n � ' r ANAN'I'FI PRASAD, P.E. � SECRETARX Subject: Pro,ject Name: Reverse Osmosis Permit #: 12-D-799-OOI9 Section Number: 15150 S.R.: 55 Mile Post: 18.500 County: Pinellas Date Received: 5/9/2012 Date Resubmitted: 10/17/2012 Easement Relocation Requested: No Site ptan requires construction of a turn lane within FDOT right-of-way: No Chapter 14-86, Florida Administrative Code Dear Mr. �ura1: We have received your submittal for a Drainage Connection Pexmit (DCP). The current status of your drainage permit request is: � DCP is in compliance with 14-86.003(3) and is recammended for approval ❑ DCP is recommended for approval with stipulations (see attached) ❑ Additional informa#ion is required for DCP approval (see attached) FDOT will not accept partial submittals; all submittals must be complete ar�d signed and sealed. Please respond ta the attached comments or stipulations in writing to the maintenance office specified beiow. ❑ Access Management Attn: Bob Valdez 11201 N. McKinley Drive, MS 7-1200 Tampa, FL 3361Z-b456 ❑ Brooksville Maintenance Attn: John Kilkenny 16411 Springhill Drive, MS 7-1260 Brooksviile, FL 34604 � Pinelias Maintenance Attn: Brian Bennett, P.E. 5211 Ulmerton Road, MS 7-1210 Clearwater, PL 33760 ❑ Tampa Maintenance Attn: James Meyer 2820 Leslie Road, MS 7-125Q Tampa, Florida 33619 If you have any questions please contact Antonius Lebrun at (813) 975-6599. Sincerely, us Lebrun, E. . �Drainage Connection Permit Administrator � � LJ LJ � � � r � � , LJ � cc: Megan Arasteh, P.E., District Drainage Engineer � H:lbitATAlAGE1elDrainage Connection PermiflDrainage Connection Pecmits . 2012U 2-D-799-0019 Revetse OsmosislPermit Letter ] 0 30 3012 � � ' � � � ' ' � � ' ' ' ' ' , � ' Appendix ' FDEP ERP Permit/ACOE Exemption 9/27/2010 FDEP Construction Permit Appendix 9/27/20] 0 � u ' ' Ifl ti1B MatteY Of a1T AppIicatioia �or Yerinit by: � City oi'Clearwater I�abert S. Faljey, P:E Utitities Engineerin� Manager � 100 Sautlz 11%lyrtle Avenuc; Clca�•water, FL 3 �756� ��c�(aet�t,f�h��;cr,Envclen�•c�ater cc�m Elo�•ida D�p�r�ment t�f' Etlt+lYlli1111epia� �1'OYCCi1O19 Southtiirest llistrict Oi�fice 13�51 Nnrth Telecom Park�vay Tenipl�'I'e�Yace. �1o3•i�ia 3�637-��126 DecemUer 6, 2012 E.ack `�4��[t t..it7\'iritr'rC Jc°rtnilct ��irt�t�9) I:t. �.tc),e��'?1c�t� z9�_r;t-he� �i. 1 ��it ;�fieir. ti�: i �•et,tr�. Projcct: WTP Nc�. 2 Rcverse Osmnsis E;xpansi�n Modification Yermit No. 0125966-335-WC/M I City of Clearwater•, PWS No. 652-0336 Pinellas Got�nty N4TI:CE OI' PERMI'I' TSSUANC� EncIt�sed is Perinit IVi.itnber 012��6G-335-WG/MI to constn�ct public water system components, issued pursuant Eo Section(s) 403.087{1), I'Iorida Statutes {r.�.). A person tivliose substarltial interests �j•e affecteci by tllis perinit may petitic�n for an a�iialinistrative proceeding (hcaring) ii� accordance witl� Section l20.57, F,S. The petitio�i inrrst contain the information set foz�th �beiow and tnust be ��il�d {received) in the Office c�f Gei�et•al Ct�unsel af the Dep�riment at 3900 Co�l�monwealth Boule�ard, Taliahassee, Plorida 32399-3000, within !�# d�ys of reccipt of this Pe��mit. I'ctitioner shail �nai) a coE�y of tl�e petition lo t}�e applicant at [he addt•ess indicated above at tla� t.ia�ie of �ling. Failuz•e to file a petiti+�n within this �ti�i�e periad shall constitute �a waive�� af ai�y right sucii p�isan may have t� cequest an administrative detecmination (hear•i��g) unc�er Section 120:57, F.S. 'I'Ele Petitinn shall contaill tfae fallawing infoi•�nation; {a) 'I'he name, acldress, �nd te[ephonc number of eac1� �etitioner, the ap�licant's name and addt•ess, the Departn�ent Permit �ilc Ntunber ancl the caunty in which the project is pi•o�osed, (b) A statement of how and whcn each petitioner receivcd notice of the Department's aetion or proposed action; (c) t1 stat�me�at of how each }3etitioner's substantial inte�•ests are affected by the Depar�ment's actio��► or proposed action; (d) A statemcnt of the jnate►•ial facts disputed by Petitione��, if any; (e} .� statement of facts which petitioiier eantends wairanl reversal o�• tnodificatian of the Departmei�t`s action ar prflposeci action; (f} A st�tement of tiahich ��u1es or statutes petitionei• contends reyuire t�eve�•sal or inodificafion ofthe llepartment's actiotl �r proposed aciian; and (g) A sta#ement of the relief sought by petitioner, stating precise(y tiic action petitioner wants the Departrnent to take ��+ith t•espect t4 the Departmen#'s action or proposed action. rs'rt• t.�!�/7.�Itrtc;fr�.ia.s i=ERM7 I('EE: City of Clearwater P�IZMI7' No. 0125966-335-WC'/M1 PRC�JEC'1': W"I'P No. 2 Reve►•se nsmUSis Expansian iUi�diticatic�n If a petition is fled; tl�e administrative ilearing pracess is designed to f'ormulate agency action. Acco�•dingly, the Departmeni's fnal action n�ay be differet3t frorn the �3ositio�� taken by it in this permit. Persans cvhose subsiantiai interests �vill be affecied by any decision of lhe Departmcrat rvifh regard to the a�13(ication have the rigl�t to petition tc� beec�me ��arty to the pr�c;eeding. "I'h� petition must con%rm t� the requi►•ements specified above and be tiled (receivedj within t4 days of a•eceipt of this notiee in the Office af General Co��nsel at the a6ove address of the Department. Eaiture tc� petition c�ithin the allowed time frame cnnstitutes a waiver of` any right st�cli persan }�as to request a hearing Einder Section 120.57, F.S., a�ad to participate as a party to this proceeding. Any s�ibsequent interverition will only l�e at the approval af the presiding ofFicer upon tnotion filed pu�•suant to l�uie 28-5�.20Z, ��.A.e. This pennit is �inal and effective on #he date tiled with the Clerk of the llcpartment unless a petition is filed in accoi•dance with the ab�ve paragra�hs or unless a request for extensi�� of tin�e in whiclz to file a�etitia3� is fited within the tinie s�eciCe�i tc��• filin� a petition and confor�ns to Ru}e 62-103.070, F,A.C. Upon timely tifing of a petition or a request for an e�tei�sic�n of tiine t11is permit will not be effective until further Qrc�er af the Department. When the nrder (Ycrmit) is final, any party to the Order l�as the ri�(�t to seek judi�ial revie�v of ihe Orde�• pursua�it to S�ction 12�.G$, F.S., by tl�e filii�g of a Notice of �1pp�at pu�-suant t� Rule 9.110, Ffo�•ida Rtites of Appellate Wrocedure, with the Cte�'k of the Departinent in the i�ffice of Gene�-al Counsel, 3900 Coinmon�uealtfl �ot�levard, Tatlahassee, Floric�a 32399-3�Od; and by filing a copy af the N�tice of Appcal accornpanied by the a��licable iiling fees witl� t3�e a�pi•opriate Dist��ict Court of A�peal. '1'h.e N�tice �f AppeaI must bc f led within 3� days from the date the FinaLOrder� is fil�d with �h� Clerk af�the D�pai�tn�ent. Exe�uted ii� Hillsborou�h County, Floricla. NtM/sk STA`1"t� Of� Fl,t3RIDA DEPARTMENT OF ENVIRONMENTAL PROTEC"I'ION � � �a� � Maur�n McDonald, I'.E. Water Pacilities Pi•og�•ain Administrator Sau�hwesl District Page 2 of 3 � ' ' ' , ' �� , � � �� r � �� , PERMI7"TEE: City ofCleare✓ater }?ERMIT No. 01259bG-�35-1�VC/MI PROJECT: WTP N�. 2 Reverse Osmosis Ex�ansic�» M�ciification CERTiF1CATE OF SERVICE T'his is to certify tl�at this N4TICE OF PERMIT ISSUANCF and all copies tivere maile�i before the close of business on �ecember 6, 2012 to the listed pe�•sons. I'ILiNG AND ACKN�WLEnGMENT �[L�D, oi� this �iate, pE�rsuant t� §12Q.52, Florida Statt�tes, ��ith tlte designateci Department Clerk, receipt of whic% is I�ereby ac(cnowledged. t2-6-12 (Clerk) (Date) Enclosure cc: C. Robert Reiss, I'h.D., P..�., Reiss Cngineering, tnc., crreiss�z•eissen�,�.cotn Glenn Dunke(bergcr, P.E., Reiss En�ineerin�, Inc., �L��dunkelbe�•te�.t�r't�-�:issen�.cc�ri�a Brian Brow», FL)FF-S WD, by�ian.brown cd;dcp.staie.fl.us Fa�;e 3 of 3 , , ' � ' ' PE12MIf1�I`�:E City c�f Cicattivater 100 South 1Vlyrtle .4venue Cle�i-��atc�; �L 337�b Robert S_ I'ahe�, �'.E. , Utilities Engineet�in� Manage�• rc�t��rt. fahe��i�ivcleaa•�-ate�•.c�� ' ' ' Flrn•id�► f�epartm��t nf Envirbnment�l Pa�Uteci3c�n Soiithw>est T)istrict (Jf(ic�" 130�1 Narch'1'elccc�mP�jrk�=ay Templ�; T'errac�, [�Ivrida 33637-U�J26 I�sc�: �CeaFt C ; ttt: c'rlic7t� �i'(1li�I (4:1' (.,.s16 ��t1i� �,�t. (;��er�aor kf�€•�,tl��i �I". 1 �so �<3rcl J�`, ,`^t'� i"i'.t:F1'•, PERMTT/CEk'TIFiCATIt�N PWS TDNu�n6ci: 652-0336 Permit Numbez•: 0125966-335-�'t'./M 1 Uate flf Issue: Decenlbe�� 6, 2012 B�piratio�l Datie.� De�;ember 5, 2017 C�unty; P�inellas 1,afiLai�g: SectlTown/Range: N/A Prof�e�t: WTP N.o. 2 IZeverse fJs��osis Expansion M�ditic;atian This permit is issuecl ��nder ti�e provisions of Cliapter 443, Florida Stattrtes, and Floridl Administrative Code R.ulc{s) 62-555. The above named permittee is hct•eby authorized to perform the work or operate the facility shown on the application and approvec{ dra�vingts), plans, and other clocuments, attached hereto or on fi`le with the d�partment and made a part hereof anct specifically describeci as foIlo�vs: Modificatioz� to Perinit Number d1259b6-328-WC104 foi• Water "I't•eattnent Pia7�t (WTP) No. 2 I�everse Osmosis Ex�aansion. `I'he constructioii -is ta be in a�c-�rdanee with engi��eering drag+ings and rellted docuine��ts prepai•�d by C. Rovert Reiss, PhD., P.E., (Reiss Engineel-ing, inc.] an�i Gicnn I�unkelbergei•, I'.E., [Reiss Engineerin�, Tnc,J, and is to incEude tl�e folloi�vi�i�: � A Reverse (�smosis {RO) Systen� to reduee TDS, chlorides and hard�zcss levels in the ra�v ��ater fro1�� the new brackish water �vells, blended rvith RO coi�centz•at� from WTP No, l, ir�cludi»� p F�ur cartrid�e filter vessels A Three �t00 hp vertical turbine pumps fc��` f�igh pressure feed to the R+� skids, each � operating a� 2,300� �GPM- @ ap�roxirnately � l 2 ft of TDH • Three RO skids, ccwnnected in paralleE, each equipped witt� standard $racieish RO �piral Wo��nd me�nbranes ' • A clean-in-p(ace (CIP) system equipped cw�ith one eentrifu�al cleaning pun�p, one carCi•idge filter, and chemical s#orage a�•ea. , � ' ' ' An Ozone System for sulfide re�noval from WTF No. 2 RO perineate inclitdinb • t-1 lic�uic� oxygen storage and deiivery systern An ozone �eneration system o A nitrogen boost �ystem o An open looplelased Inop cnolin� water system o A sidestr��in oc�ne injection system with degasificaiion Ozone dissipation chambers C?zone destr�ict ��nits ;i`i i'1 E', f�E�t>. S i€:7�k', jt. Lll PERMITTEE: City of Clearwater PERMIT No.: 41259b6-335-WC/M 1 PROJECT: WTP No. 2 Reverse Osinosis Expansion Mod�ification , An iron Removal Filtration System to treat raw water froin the five existing wells includin� • One detention tank • Three vertical ASME rated pressure filter•s, each containing silica sand and anthracite tnedia • A sodium hydroxide injection system for pH adjustment prior to iron oxidation � A sodium hypochlorite feed system and air injection system for iron oxidation • Backwash disposal pump station equipped with two 5 HP submersible pumps, each operating at 200 GPM c�i approximately 3Q ft of TDH A Deep Well Dispasal system including • A 2.76 MGD Deep Injection Disposat Well (permitted under separate cover) • One 1.5 MG concentrate/backwash Ground Storage Tank One 2.5 MG finished-water Ground Storage Tank High Service Pump Station equipped with four high service pumps, two pumps operating at 1,670 GPM @ approximatety 184.6 ft of TDH and two pumps aperaiing at 3,340 GPM @ approximately I 84.6 ft of TDH, with pump motors controlled by VFDs Chemical Storage and Feed Systems including • Sodium Hypochlorite Storage and Feed System o Two 3,000 gallon balk storage tanks o One 260 gallon day tanlc o Three metering pump skids, each equipped with two diaphragm metering pumps, with a pump skid placed at each oPthe three sodium hypochlorite feed points • A►mnonia Storage �nd Feed System o Two 560 galton bulk storage tanks o One 70 galton day tank o One metering pump skid equipped with two diaphragm metering p�imps • Caustic Storage and Feed System o Two 1,170 gallon bulk storage tanks o One 70 gallon day tank o Four skid mounied diaphragm metering pwnps • Corrosion 'rnhibitor (polyphosphate} Storage and Fe�d System o Two 490 gallon bulk storage tanks o One 39 gallon day tank o Two skid mounted diaphragm metering pumps � Scate inhibitor Storage and Feed System 0 1'wo 350 gallon bulk storage tanks o One 26 gallon day tank o Four skid mounted diaphragin metering pumps Associated piping and appurtenances. T'age 2 of 6 � L_,I ' � ' �� r � ii � ' ' � ' ' ' ' PERMITTEE: City of Clearwater PERMIT No.: 4125966-335-WC/Ml PROJECT: WTP Na. 2 Reverse Osmosis Expansion Modification The Current permitted operati��g maximum-day capacity is 25.0 MGD. Location: 21133 US 19 No►-th, in Clearwater, Florida 33759 Specific Conditions: AII construction must be in accordance with this permit. Before commencing work on project changes for which a construction permit modification is required per 62-555.536(1), the permittee shalt submit to the Department a written request for a perit�it modification. Each such request shall be accompanied by one eopy of a revised eonstruction permit application, che propec processing fee and one copy of either a revised pretimina�y design report or revised drawin�s, specifications and design data. [F.A.C. Rule b2-555.536] 2. Permitted construetion or altera#ion of p��blic water supply systems �nust be supervised during construction by a professional engineer registered in the State of Florida iCthe praject was designed under the responsible charge of a professional engineer licensed in the State of Florida. The perniittee must relain the service of a professional engineer registered in the State of Florida to observe that construction of the project is in accordance with the engineering plans and specifications as submitted in support of the application for this permit. (F.A.C. Rule 62-555.520(3)] 3. Permitted const�•uction or alteration of a public water syste�n �nay not be placed into se��vice until a letter of clearance has been issued by this Department. [F.A.C. Rule 62-555.345] 4. A letter of clearance may be issued once tl�e following items have been submitted: a. Complete and fulty executed form "Certitication of Construction Completion and Request for Clearance to Place Pej�mitted PWS Companents into Operation", D�P Form 62-555.400(9) effective August 28, 2003 [F.A.C. Rule 62-555.345(1)]; b. The portion of record drawings showing deviations from DEP construction pennit, including the app�-oved preliminary design report or drawings and specificatio�s, ifi there are any deviations from said permit. (Note that it is necessa�y to submit a copy of on2y the portion of record drawings showing deviatians and not a complete set ofrecord drawings) [E.A.C. Rule 62-555.345{1}(a)]; c. Copies of satisfactory bacteriological analyses verifying that proper disinfection of the proeess piping was conducted in accordance with 62-555340(2)(a} thibugh (c) and the American Water Works Association (AWWA) Sta�tdard C653-97 as follows: ' i. After reducing the total chlorine resid�2al in the water mains to no more than four milligrams per liter, a total of at Ieast two samples — each taken on a separate day and taken at least six hours apart from the other sample - shall be collected at each of the locations indicated in the applicable AW WA standard, ' and the samples shall be anatyzed for total residua! ch(orine and for the presence of total coliform; � ' Page 3 of 6 PERMITTEE: City of Clearwater PERMIT No.: O 125966-335-WGMI PROJECT: WTP No. 2 Reverse Osmosis Expansion Modification Sainples shall be taken fi•o�n the following locations: connection points to the existing piping, on the iron removal filter system irrfluent and effluent lines, on the influent line to the finished-water ground starage tank, and at the high service pump station effluent line; iii. Ii any sample c;ontains mo�•e than four milligrams per liter of total chlorine, the sample shall be considered invalid. If any sample shows the presence of total coliform, the water mains shall be redisinfected and �•esampled until two consecutive samples at each sampling location show the absence of total coliform; [F.A.C. Rule 62-555340] d. Copy of a satistactory pressure test of the process piping perfoimed in accordance with AWWA Standards. [F.A.C. Rule 62-555.320(21}(a){1}] 5. The permittee must instruct the engineer of record to request system cleara�ice from the Department within sixty (60) days of completion af construction, testing and disinfeeting the systein. Bacteriological test results shali be considered unacceptabfe if the test were campleted moi•e than b0 days before the Department received the results. [F.A.C. Rute 62- 555.340(2)(c)J 6. The per�nittee must ensure that all components that will be instalfed under this project and that will come into contact with drinking water or drinking watez• t�•eatment chemicats conform to one of the following: a. NSF International Standard 61 as adopted in Rule 62-555335, F.A.C.; b. NSF Intei�national Standard 42, 44, 53, 55, 58, or 62 as adopted in Rule 62-555335, F.A.C.; c. Sectian 6 ofNSF International Standard 14 as adopted in Rule 62-555335, F.A.C.; d. The Faod and Dzvg Administration's regulations far indirect food additives as contained in the Aprii 1, 2002, revision of 121 CFR Parts 174 through 189. [F.A.C. Rule 62-SS5.320(3)(b)] 7. The pei•mittee must provide responsible operation personne! in accordance with the Chapters 62-602 and 62-699, F.A.C. 8. Compliance monitorin� shall be in accordance with F.A.C. Rule 62-550. 9. The supplier of water shall operate and maintain the public watec system so as to comply with applicable standards in F.A.C. Rule 62-SSU and 62-555.350. 10. Reclaimed water land application areas must no# be located within the setback distance from potable water suppty wells established in Chapter 62-610, P.A.C. Page 4 of 6 ' �_ : �I u � , �J � � , ' PERMITTEE: City of Clearwater PERMIT No.: 0125966-335-WC/MI PROJECT: WTP No. 2 Reverse Osmosis Expa�jsion Modificatian I1. Setback distances between potable water wells and sanitary hazards shall be in accordance with 62-555.312 F.A.C. l2. If prehistoric or historic artifacts, sucil as pottery o�• ceramics, stone taols oa- inetal imp(ements, dugout canoe remains, o�� any otlier physical remains that could be associated with Nafive American cultures, or earty colonial or Ainerican settleEnent are encountered at any time within the project site area, the permitted project should cease alI activities involving subsueface disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section at 850.245.6333 or 800.847.7278, as weli as the appropciate permitting agency office. Project activities should not resume without verba( and/or written authorization from the Division of Historical Resources and the permitting agency. tn the event that unmarked F►uman remains are encountered during permitted activities, ail work shall stap irra�nediately and the proper authorities notified in accordance with Section 872.05, Florida Statz�tes. 13. The pe��nittee shall be aware of and operate under the attached "Applicable Conditions." Applicable conditions are binding upon the permittee and enforceable pursuant to Chapter 403, Florida Statutes. [F.A.C. Rule 62-555.533(1)) 14. This document satisfies Drinking Water permitting requirements only and does not , auth�rize construction or operation of this facility prior to obtaining all other per►nits required hy local, State and Federal agencies. ,—, � � � � � , � ' � 15. lf unanticipated delays will cause project completion to extend veyond the expiration date of this permit, the permittee shall submit to the Depairt�nent a request to extend the expiration date of this permit including the appropriate processing fee. This request shall specify the reasons for the delay and shall be submitted to the Department for approval prior to the expiration date of this permit. Note that no specific construction permit shaIl be extended so as to remain in effeet tonger than five years. [F.A.C. Rule 62-555.53b(4)) 16. The new or altered, abovegxound piping at the drinking water treatment plant shall be color coded and iabeIed as recommended in Section 2.14 of "Recommended Standards for Water Works, 1997 Edition". [F.A.C. Rule 62-555.320{10}] 17. Persons proposing to transfer this pei•mit prior to the project being appraved or cleared by the Department for placement into permanent operation shall complete DEP Form 62- 555.900(8) et�ective August 28, 20U3 and submit to the Department along with the propef• processing fee. [F.A.C. Rule 62-555.536] 18. The permittee shall provide an operation and maintenance manual for the new or altered treatment facilities to fuIfill the requirements under subsection 62-555.350(13), F.A.C. The manual shafl contain operation and control procedures, and preventative maintenance and repaix• procedures, for all plant equipment and shall be made available for reference at the plant or at a convenient location neac the ptant. Bound and indexed eyuip�nent Pagc 5 of 6 PEItMi"I"I'EE; City oiClearwater PE}ZMIT Na.: 0125966-335-WCfMI PROJF_,C"(': 'UVTP No. 2 Reverse Osmosis Expxnsion Modifieation manc�racturer 1nan��als sii�ll be considered suf�cient ta meet the rec�uire�nents of the subsection, MMlsk STATE OF ELORIDA DEPARTMENT �F' ENVtRONMEN'TAL PR(3"i'ECTION ��G'� � �� Mauryn McD�ilald, P_E. Water�l�acilities Adrni�nistra�or Sotftht�est District �'a�e 6 of G , � Applicable Permit Conditions. � (1) The terms, conditions, requu•ements, limitations and restrictions set forth in this permit, are "permit conditions" and are binding and enforceable pursUant to Sections 403.141, 403.727, or 403.8$9 through 403.861, F.S. The permittee is placed on notice that the Department will t•eview this permit � periodically and may initiate enforcement action tor any viotation ofthese conditions. (2} This permit is valid only for the specitic processes and operations applied for and indicated in the � approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specitications, or eonditions of this permit n�ay eonstitute groimds for i•evocation and enforcement action by the Depaz�tment. � (3) As peovided in Subsections 4Q3.087(6) and 403.722(5}, F.S., the issuance of this permit does ttot convey any vested rights or any exclusive privifeges. Neither does it authorize any injury to public or private property or any invasion of personal rights, nor any infi•ingement of federal, state, or local laws or 1 regulations. Ti�is permit is not a waiver of or approval of any other department permit that may be required for other aspects of the total project wi�ich are not addressed in this pe�•n�it. L i � � � (4) This pe�mit conveys no title to iand or water, does not constitute Sta[e recognition or acknowledgment of titie, and not constitute authority for the use of submerged lands un(ess herein provided and the necessary tiile or leasehold interests have been obtained from the State. Only the Trustees of the internal improvement Trust Fund may express State opinion as to title. (5) 'I'his perrnit does not relieve the permittee from liability for hai•m or injuiy to human health or welfare, aniinal, or p}ant life, or property caused by the construction or operation of this permitted source, or fi•om pcnaities therefore; nor does it altow the pe►•mittee to cause pollution in contravention of F'lorida Statutes and Department rules, unless specifically authorized by an order from the Department. (6) The permittee shall properly operate and maintain the facility and systems of treatment and control (and retated appurtenances) that are instal(ed and used by the permittee to achieve compliance with the conditions of this per�nit, as required by Department iziles. This provision inctudes the operation of backup or auxiliary facilities or similar systems when necessary to achieve eompliance with the conditions of the peemit and when required by Department rules. (7) The permittee, by accepting this permit, specifically agrees to allow authorized Depar�tnent 1 personnel, upon presentation of credentials or othej• docwnents as may be required by law and at reasonahle tiznes, access to the pt•emises wt�ere the permitted activity is located or conducted to: � � � ' ' (a) Have access to and copy any records that must be kept under conditions of the permii; (b) Inspect the facility, equipment, practices, or opet-ations regulated or required under tilis permit; and (c) Sample or monitor any substances or paraineters at any location reasonably necessary to assure compliance with this permit or Department rules. Reasonable time may depend on the nature of the concern being investigated. (8) Tf, for any reason, the permittee does not comply with or will 6e unabie to comply with any condition or limitation specifed in this permit, the permittee shall immediately provide the Departrrtent with the fottowing infonnation: (a) A description of and cause of noncompliance; and {b) The period of noncomplianca, ine(ziding dates and times; or, if not corcected, the anticipated time the noncoinpliance is expected to continue, and steps heing taken to reduce, eliminate, and prevent recurrence of the noncompliance. The permittee shall he responsible for any and al1 damages which may Page 1 of 2 result and may be subject to enforceinent action by the Departinent for penalties or for revocation of this permit. (9) In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the constt-�tction or operatian of this permitted source which are submitted to the Department may be used by the Department as evidence in any enforcement case involving the permitted source arising under the Flo�-ida Statutes or Department rules, except where such use is preset�ibed by Sectians 403.I11 and 403.73, F.S. Such evidence shall only be used to the extent it is consistent with the Florida Rtiles of Civil Procedure and approp►•iate evidentiary rules. {10) The permittee agrees to compty with changes in Department rules and Flo�•ida Statutes after a reasonable time for comptiance; provided, however, the permittee does not waive any oti�er rights granted by Florida Statutes or Department rutes. A reasonable time fot• compliance with a new or amended surface water quality standard, other than those standards addressed in Rule 62-302.500, shall include a reasonable time to obtain or be denied a mixing zone for the new or amended standard. (11} This permit is t�•ansferable only upon Department approval in accordance witl� Rule 62-4.120 ai�d 62-730.300, F.A.C., as applicabte. The permittee shall be liable for any non-compliance of the peimitted activity until the transfer is approved by the Departinent. (l2) This permit oa- a copy thereof shall be kept aY the work site of the permitted activity. (13) This permit also constitutes: (a) Determination ofBest Available Cantrol Technology (BACT) (b) Determination of Prevention of Significant Deterior-ation (PSD} (c} Certitication ofcompliance witli State Water Quality Standards (Section 4Q1, PL 92-500) (d) Compliance with New 5ource Performance Standards (14) The permittee shall comply with the foltowing: (a) Upon request, the permittee shall furnish all records and plans required under Department rules. Durin� enforcement actions, the retention period for all t•ecords will be extended automatically unless otherwise stipuJated by the Departinent. (b} The permittee shall hotd at the facility or other location designated by this pe�-mit records of all monitoring information (i��cluding a!I cali6l-ation and maintenance records and all original strip ehart recordings for continuous monitoring instrumentation) rec�uiz-ed by the permit, copies of all reports required Uy this permit, and records of all data used to complete the application for this permit. These materials shail be retained at least three years fi•om the date of the sample, measurement, report, or application unless otherwise specified by Departmeni rule. (c) Records of monitoring information shail include: 1. the date, exact place, and time of sampling or ineasurements; 2. the person responsible for perfonning the sampling or measurements; 3. the dates analyses were performed; 4. the person responsi6le for performing thc analyses; 5. the analytical techniques or methods used; 6. the resutts of such analyses. (15) When requested by the Department, the per�nittee shall within a reasona6le time furnish any infor►nation required by 3aw which is needed to determine compliance with the permit. I� the petmittee becomes aware the relevant faets were not submitted or were incorrect in the permit a�3piication or in any report to the Department, such facts or information shall be corrected promptly. Page 2 of 2 i � FDEP Wastewater Collection Svstem Permit �J � � � � � � � �I� � � � Appendix ' 9l27/2010 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637-0926 Robert S. Fahey, Utilities Engineering Manager City of Clearwater 100 South Myrtle Avenue, #220 Clearwater, FL 33756 robert.fahev�n myclearwater.com December 4, 20l 2 Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard Jr. Secretary Re: General Permit for Construction of a Domestic Wastewater Collection/Transmission System Project: Water Treatment Plant #2-Reverse Osmosis Plant Site Expansion Permit No.: CS52-0029857-109-DWC/CG County: Pinellas Dear Mr. Fahey: The Department has received your Notice of Intent to Use the General Permit to construct a domestic wastewater collection/transmission system to serve an office building and a process waste stream. This project consists of two grinder duplex submersible pump lift stations that discharge to a 3-inch diameter and 6-inch diameter force main respectively. Approximately 56,550 gallons per day will be treated at the Northeast Water Reclamation Facility. The Department received this Notice on November 7, 2012. The Department has no objection to your use of a General Permit for the construction of a collection/ transmission system that has been designed in accordance with the standards and criteria set forth in Rule 62- 604.400, Florida Administrative Code (FAC). In accordance with Rules 62-4.530(I) and 62-604.600(6)(a)1., FAC, construction of this project shall not begin until at least 30 days after the receipt date (referenced above) of Application Form 62-604.300(8)(a). All General Permits are subject to the general conditions of Rule 62-4.540, FAC, (attached), and Rules 62-604.600 and 62-604.700, FAC. The construction activity must conform to the description contained in your Notice of Intent to Use the General Permit. Any deviation will subject the permittee to enforcement action and possible penalties. If you have any questions, you may contact Cheryl King at (813) 632-7600, extension 367 or via email at chervl.m.king_(a�dep.state.fl.us. MM/cmk Attachments Sincerely, ��—' -�7� Mauryn McDonald, P.E. Water Facilities Program Administrator Southwest District General Conditions Location of Public Water System Mains cc: Glenn Dunkelberger, P.E., Reiss Engineering, Inc., g;wdunkelber�er(cr�,reissen .com www. dep. state.fl. us [: � � � � � �I�I LJ � � � � � � � � � � 62-4.540General Conditions far All General Permits. (1) The terms, conditions, requirements, limitations, and restrictions set forth in this Part are "general permit conditions" and are binding upon the permittee. The conditions are enforceable under Chapter 403, F.S. (2) The general permit is valid only for the specific activity indicated. Any deviation from the specified activiry and the conditions for undertaking that activity shall constitute a violation of the permit. The permittee is placed on notice that violation of the permit may result in suspension or revocation of the permittee's use of the general permit and may cause the Department to begin legal proceedings. (3) The general permit does not convey any vested rights or any exclusive privileges. lt does not authorize any injury to public or private property nor any invasion of personal rights. lt does not authorize any infringement of federal, state or local laws or regulations. It does not eliminate the necessity for obtaining any other federal, state or local permits that may be required, or allow the permittee to violate any more stringent standards established by federal or local law. (4) The general permit does not relieve the permittee from liability and penalties when the construction or operation of the permitted activity causes harm or injury to human health or welfare; causes harm or injury to animal, plant or aquatic life; or causes harm or injury to property. It does not allow the permittee to cause pollution in contravention of Florida Statutes and Department rules. (5) The general permit conveys no titie to land or water, nor does it constitute State recognition or acknowledgment of title. It does not constitute authority for reclamation of submerged lands. Only the Board of Trustees of the Internal Improvement Trust Fund may express State opinion as to title. (6) No general permit shall authorize the use of state owned land without the prior consent of the Board of Trustees of the Internal Improvement Trust Fund pursuant to Section 253.77, F.S. (7) The general permit may be modified, suspended or revoked in accordance with Chapter 120, Florida Statutes, if the Secretary determines that there has been a violation of any of the terms or conditions of the permit, there ha> been a violation of state water quality standards or state air quality standards, or the permittee has submitted false, incomplete or inaccurate data or information. (8) The general permit shall not be transferred to a third party except pursuant to Fla. Admin. Code Rule 62- 4.120. (9) The general permit authorizes construction and where applicable operation of the permitted facility. (10) The permittee agrees in using the general permit to make every reasonable effort to conduct the specific activity or construction authorized by the general permit in a manner that will minimize any adverse effects on adjacent property or on public use of the adjacent property, where applicable, and on the environment, including fish, wildlife, natural resources of the area, water quality or air quality. (1 l) The permittee agrees in using the general permit to allow a duly authorized representative of the Department access to the permitted facility or activity at reasonable times to inspect and test upon presentation of credentials or other documents as may be required by law to determine compliance with the permit and the Department rules. (12) The permittee agrees to maintain any permitted facility, or activity in good condition and in accordance with the plans submitted to the department under Rule 62-4.530(1). (13) A permittee's use of a generat permit is limited to five years. However, the permittee may request continued use of the general permit by notifying the Department pursuant to Rule 62-4.530(1). However, the permittee shall give notice of continued use of a general permit thirty days before it expires. Specific Authority 403.814(1) FS. Law Implemented 253.123, 253.124, 403.061, 403.087, 403.088, 403J02-403.73, 403.814, 403.851-403.864 FS. History - New 7-8-82, Formerly 17-5.54, Amended 8-31-88, Formerly 17-4.540. LOCATION OF PUBUC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 Other Pipe Horizoatal Separation Crossings (1) Soint Spacing Q Crossings Il Joint Centered Alternate 3 ft. minimum Watu Main . a Water Maia �f---i t2 inches is the miaimom, Storm Sewer, 3 ft. minimum cxcept for smcro sewer, then water Maia Stormwater Farre Main, � �� d Re.ctaimed Watcr (2) 12 iaches is gcefeared , Alt�ernate 3 ft. ss.. m �Water Main V✓etac M$in '�� ..�.. ..�. Watet Maia 10 R. ferre�i Vacnum Sanitary Sewer � 1Z inches prefesred 3 ft. minimum 6 inchas ma►imum Alternate 6 R minimum Water Mata � Wattr Matn h—� Gravity or Pressure ` 10 ft. preferred 12 inches is the minimum, W� M� Sanitary Sewer, 6 g, �� {3) pc t tor Sani#ary Sewer Force Maia, �P B�4Y sawer, then . 6 iuches is the miniuium and Reclaimed Water (d} 12 iaehes ic prefe,�xsd , On-Site Sewage Treattuent 8c Dis osal' stem li} ft. minim�un ... -- (1) Watcr main should �ross above othcr pipe. When water main must bc below othcr pipe, the minimum sepacation is 12 inch�. �c� tceciaimea wa�er rcgutsiea unaer ract ui oi i.;naptar ai-� i u, r.tt.4. (3} 3 R. #'or gravity sanitazy sewer where the bottam of ihe water main is taid at least 6 incBes above the top of thc gravity sanitary sewcr. (4) Rectaimed wafer nat scgulatcd under Part III ofChupter 62-610. F.A.G. 'DisdOtmn-'I'iis doeamcsl�:ts provided prYsar aeaveeimee eriy. Mrise reler te RA� Ra1e 62-SSS3 [4 fi�� aldiHsoat eoosWelka teqairaamts. ,� 3 � � � � � � � � � � �� GEOTECHNICAL SOIL REPORT • Final Report of Geotechnical Investigation - Clearwater RO Plant #2 � � � � � � � � � � � � � A endix 9/27/2010 PP � i � � � � FINAL REPORT OF T�IE � GEOTECHNICAL INVESTIGATION � CLEARWATER RO PLANT #2 `CLEARWATER, FLORIDA � � � � � � : � � , � � � ' Driggers Engineering Services Incflrporar.ed I� � � � � Reiss Engineering, Inc. 1016 Spring Villas Point Suite 200Q Winter Springs, Florida 32708 � Attention: Ms. Janine M. Alexander, F.E. � RE: Final Repar# of the Geotechnical Investigation � � � � � � �� Qctaber 1l, 2Q11 Clearwater Reverse Osmosis Plant #2 Clearwater, Florida Our Fi1e: DES 1�6673 Dear Janine: Pursuant to your authorization, DRIGGERS ENGINEERING SERVICES, TNC. has completed a geotechnical investigation for the additions to the Water TreatrnentFaezlity. Res�alts afour field and laboratory studies are included in this report together with our geotechnical design and �onstruction recommendations, PROJEGT DESCRIPTION It is our understanding that the proj ect wilI involve construction of a finished water storag� tank, a concenirate storage tank, a de-gas/scrubber, a bulk stc�rage pavilion, a iift station and a l 4,000 squate faat, two-story administration/process building. New wet and dry retention ponds are also planned. Details of each structure, as provide�i to us, are summarized as fc�llows. 1. Finished Water Starage Tank 130 faot diameter, 23 footfluid height, supported on a rriat foundation about 2 feet below existing grade. Co�itact Pressure abaut �: ksf. 2. Concentrate Storage Tank 105 foot diameter, 23 foot fluid height, supported on a mat foundation about 2 feet below existing grade. Contact Pressure about 2 ksf. Sarasota `Clearwater Tampa Phane: 941.371:3949 12220 49th Street North • Clearwate�, Florida 33762 Phone: $13.948.f�627 Faa�: 941,371.8962 Phone: 727.571:1313 • Fax: 72i;572.4D90 �a�c: $13,948.7$45 ssroffice�driggers-eng.com ciwvffice@drigge[s-eng.com tpaofifice�driggers-eng.com � � 2 � 3. Degas/ Chlorine FW � Pumping Station Mat Foundation Supported at grade with a contact Pressure about l.0 ksf. ' � 4. Building Two-story, tilt-up cflnstruction. I4,OOQ square foot faotprint with a�lab � on grade. M�imum wall.and calumn loads presumed to be on the order of 3.0 kips per faot and 150 kips, respectively. � S. Bulk Storage � Pavilion Mat Foundation Supported at grade with a contact Pressure about I'.0 , ksf. : '� b. Lift Station The site development ptan,provided to us indicates construction of a lift station near the planned wet detention pond. We understand that the ;� structure will be abaut 6 feet in diarneter and no more than about 1 S feet deep. No borings were requested for this structure locatian. � GFOTECHNICAL STUDIES : � STAND�RD PENETRATION TEST {SPT'i BOR�NGS - Ten (10) Standard Penetration Test (S�'T`j borings were requested and were advanced ta the requested nominal depths of 20 to 75 feet beneath � present grades. The boring� had been stak�d in the field for us prior to mobiii�ation ta the site. Hc�wever, it was necessary ta affset several of the borings due to the very soft surface #oilowing frequent heavy � rainffall. The actual bonng ioeat�ons were subsequently re-surveyed for us. The Iocataons are illustrated on the attached �'late I. ' `� Logs of the borings are pre�ented in the repc�rt attachrnents indicating visual and estimated Unified Soil Classificatian versus depth. The Standard P��etration Te�t (�PT} method of sampling was utilized in � our studies to secure core samples for visual classification and tr� de�elop Standard Penetration resistance data reflective ofthe stten�t ancl bearing eapability af the soils penetrated': A brief descriptian ofthe S�'T � method 4f sampling is also appended for your review. � Driggers Engineering Services Ineorporated � � � � � � � � � � 3 DOUBLE RING INFILTRATICIN TEST7NG - Two (2} Double Ring Infiitration {DRI) tests were also requested for the proposed dry stormwater management pond. Due to relatively high groundwater c�nditions, the tests were conducted at a depth of b inches below existing grade. A hand auger borings (DRI-2 and DKI 2) were aisa advanced ta anominai depth of 1 Q feet adjacent to the DRI test locatians to examine the near surface soils and obtain a measurement of grQUndwater levels. Results Qf the stormwater area testing are included in ihe report Appendix. LABORATORY TESTING - A limited laboratory testing program was also undertaken tt� aid in characterizing the engineeringproperties ofthe subsurface soils. Our laboratorytests primarily included grain�ize analyses, Atterberg limits determinarions and organic content tests. The results of our laboratory tests are included in the report attachments. � �ENERALIZED SUBSURFAGE CONDTTIONS � The exploratory borings have identified an upperunit of fine sands with variable �ilt, clay and arganic fines content to depths ofabout 6 to 10 feet. These soils typicaily comprising the SP and SP-SM � V nified classif cations, although some silty sands {SNI soils) were also encountered withirz this depth raa�ge. Where the sands exhibited an increase in orgaruc f nes, vlsual examinatian of the: recovered samples and results af laboratory testing suggest that the argani c content is low and principally the result of stainin� of ' - � individual satld gra.ins. Therefare, the organic fines hold not have a detrimental effect on the campressibility c�f these fine sands. Standard penetration resistances suggest that the sands are generally in a loose to ' medium dense state oFrelative density. � Below the near surface sandy soils described above, t�e borings sampled ioose to mediurn dense silty ta clayey sands (SM and S C saa ls) wluch were eneountered to depths ranging fr4m about 12 to 16 feet. Wit�in thisi zone were thin, apparently discontinuous deposits of very soft silt (MH} whi�h were � sampled between about 12 and 14 feet at boring locatiot�s B3-31 and B6-11. This very sof� zane was not identified at the remaining boring tocations. Clays (CH and' CL} were sampled below about 12 tc� I b feet � and continued to t�e coinpletion depths ofthe borings. 'I'he clays were typicaIly firm to st�ff, with l�ard variably cemer�ted clays evidenced below about 20 to 30 feet at boring tocatians B4-1 I thrc�ughB8-1 1. � 1 , , Driggers Er�gineering Services lncorporated � � 4 � GroundWaterwas rneasured at depths ranging from 0.5 to 2.5 feet below existing grades when the . borings were cunducted in the summer of 2� 11. Note tllat the borings were performed during a peri od � of frequent, heavy xainfall. We wouid anticipate that normal seasonal hig� groundwater le�els throughout the site may generalIy occur �t about 1 to 2 feet below present grades. � summary oi groundwater inforrnation is presented in the report Appendix. � GEOTECHNIGAL E'VALUATION AND FOUNDATION RECOIVIMENDATION5 � Our geotechnical studies have identified subsuriace condition� which are considered suitable for � support of the planned struct�.u-es. Specific recammendatians for the various structures are presented in the following se+�tions. � STORAGE TANKS - For the storage tanks and a soil contact; pressure of about 2,000 pounds per " square faot fQr each structure, results ofour studies indicate subsurfaee conditions which are suitable for `� support afthe plarmed structures at about 2 feet below present grade, provided modest settlements can be talerated. Settlement below the center of each strt�cture is estimated to not exceed 1.5 inches. , Settlements ara�nd the �rimeter are estimated at half of the above value.= A soil subgrade modulus of I O pounds per cubic inch is su�ested for mat foundation design. The subgrade mt�dulus was estirnated from the presumed load and the corres}aondin� estimated settlement, utilizing the procedures presented ir� � NAVF�C T3esign Manua17.2. When more details regarding foundation loads, foundatian sizes (as designed by the structural engineerj, rriat sizes, etc. becorne available, we can provide a more detailed `,� analysis� �s may be warrat�ted. From previaus experience, we woult� anticipate that the predicted settlements would be within the range that can be toierated considering pre-stressed con�rete CR�M-tyype � tank constniction which is contemplated on this project. This presumes that, as suggested by the borings, the very soft silts iden�fiedatboring Iocations:B3-1 l and B6-11 are ofvery lirnited areal extent and would not, therefore, haue a detrimental effect on settlements beneath the large structure areas. ` � It is also impartant to recognize the source of the potentiai settlements. Mos# of the expected ;� settiernent is due to compressian of upperprincipally sand� soils and, therefore, tl�ese s�ttlements should oceur �irtu��lly coincident with stress application during initial tar�k filling. I�Tavertheless, we would expect � that the majority ofthe rtotaI settlements woutd'occur withir� a period `of30 tQ 60 days fc�llowing t�nk fillzng. ' � � Driggers Engine�ring Services Ir�cc�rparated � � � � 5 � Even though the above noted movements can probably be tolerated without structural distress, we would eertaanly suggest giving consideration to piping connections to allow for some modest f•otation. In this regard, one may wish to consider incorporation of appropriate eouplings that can allow tor mode�t joint � rotation. ' � 1'erformance �bservations - The prediction oftotal and differential settlements is based upon analysis and judgement utilizing available geotechnicai information. We wouid cet�tainly recommend � establishing elevation points throughout the structure to permit observations of settiements during initial tank filling and following completion of fillingfor as long as practical. W e reeommend allowing for at least 30 days of monitoring priar to draining of #he tank. In this way, a�ne can � conveniently detect any Ioealized areas where settlements may be projected to exceed predicted levels sa that remedia.l measures, ifne�ded, can be ei�ected. Specifjcally, elevationreadings shauld � be obtained to an accuracy flfat ]east{0.002 feet on a daily basis dw-ing tank filling and p�rhaps weeklyxhereafter until settlement has virtually ceased'. Some adjustrnent in the ohservation � freqtzeney may be warranted pending the results of early stage observations. It is very important that these settlement`observations be referenced to a relative�y fixed � benchrnark. A good candidate for a fixed benchrnark would be the presence'of any deep well , casing or so�nething that may be firmly embedded or grouted into the underlying timestane � formation away from the tank`structure area that wauld be very unlikely ta sustain any znc�vemen# � i during the observat�on penod. Ifno such benchmark is available, there would be ment in dn1l�g, and installing a casing into the `underlying rock to serve as a fixed benchinarl� for future reference. LIGHTLY LCIADED MAT FOUNDATIONS fBulk Storage Pavilion & De�as/Scrubber, Chlorine Contact & FW Pumping Sta#ionl - The lightIy loadecl mat foundations may also be supported on cornpacted subgrade. For the mat �up�rted struetures, we would suggest ec ' � peak allowable s�il bearing pressure �f up tc� l,� 40 pounds per square f�Qt a 2� pounds per cubic inch for a snat foundation design. Settlements were estim� fnr the foundatic�ns based upon the presumed loads and average contact pres �' 1,{�Qt� psf. Since the principal source c�fthe settlement will be compression campressian reIated settlement is expected to occur �vith the first appiicatian c � Post cc�nstruction settlements are antieipated to be ]ess than haTf of the a � � Deiggers Engineering Services Incorpora�ed usiderahon of a m�imum d a subgrade madulus of �d on the order of0.5 inch ures nat exceedingabout sf fine sands, most of the �the structlu�al dead loads, ove value. 6 BiIILDING- With proper subgrade preparatian as discussed subsequent:iy, shallaw faundati ons farthe administration/process building may be designed based upon an �lowable soil bearing pressure of up to 2,500 pounds per square foot. Provided proper sub�rade preparation is enacted, foundations designed � � r �� based upon this allowable soi] bearingpressw`e shfluld �xperiencce maximum total setttements on:the order c�f 3/4 inch, with differential settlements on the order Qf 0.5 inch. Since the priniipal source of the � settlement is eornpression of sha�Iow de�th lc�ose fine sands, �c�s[ ofthe �ttlennent should c�eecu� witti the first application of the structural dead and live loads. While these �etklements are not considered excessive, '� it would be prudent to considerthe use ofliberal steel reinforcement in the foundations and within any grout-filled masonry cells. Such stiffening ofthe struetures should heip minimize cosrnetic cracking due to minor settlement. � BELQW'GRADE LIFT �TAT'ION ((?PEN CUT� - It is conterr�plated that this beiow grade structure � will prob�bly be constrtzet�d within either a sloped;excavat�on c�x a properly designed and eonstructed sheeted excavatian. It must be recognaz�d that vibratory:installaiio,n arzd extraction of sheeting and ;� associated dishzrbance can result in une�pected settlement. The eontractor shouId, therefore, consider ways and means af construction to minimize'vibrations follouving setting the stnzctures to line and grade. The contractor shoul.d be r�indfizl of any potentia.t effects ofh�s ways and means 4n any adj acent existing � piping or facilities that az'e to remain fu�cti�nal or which ma� have been previously eonstructed. The contractor should caordinate with the prajeet engine�r and the Cityrelative to identifying any critical � struciures or piping that eould irnpaet his means of construction. For relimin desi 1 we su ' est an allowable net soil bearin ressure o� � 004 sf, However �' P �Y �,, gg �� , � p , no boring was requested orperformed atthe Iift statian locatiQn. $orings in fhe general vicinity suggest that at depth ofl S feet 1�elaw grade the battam ofthe structure rnay be within either mer�ium dense silty sands � or fum to sti ff hzgh plasticity clays. When the location anc3 �epth have been finalized, a boring is suggested at the final`selected Iocation to help define the anticipated foundation conditions and atlow deveiopment a#' ., final geotechnica1 recornmendatiQns. In eneral soils re resentin the SP to SP-SM and SM Unified Soil Classi�cation excavated #'or � � , _ �, g cons�uction could potentially be stockpiled �nd re-uiiliz�d as hacl�fill followi�ag eon�truction. However, t�ese sozls vvill require careful �naisture content control to permit replacement and compa�tion tc� project � s�ecification requiremenis. �Ue reeomrnend adjusting moisture content to vui� f2°lo of op�um rnoisture as defined byt�le Modified Prc�ctor rnoisture density reiationship of ASTM D-1557. It is imp�rtant to ,'� recogrtize that the'silty to clayey sands containing appreeiable silt and clay or soil� with or�a.nic fines may be difficult to rapidly adjust rrioisture contents;far efficient replacement and compactxt�n. These types of � Driggers Engineering Servic�s Incorporated '. � � l� � 7 soils are aiso very weather sensitive since they must generally be meehanically aerated in order to reduce � rnoisture cantents. Re�ardless, a11 backfill sails should be compacted in accordance with project specification requirements. , It will be advantageous to place compacted gravel at the bottom ofthe excavation, particularly if ci�ys are encountered, to provide a stahle working surface and help colleet seepage into the excavation. : � If employed, the gravel working platfarrn shovld c�n�ist of a hartl durable aggregate such as hard limestone or granite free of significant fines content that could result in a reduction in the drainage characteristics of � the blanket. It is further suggested that the gravel working piatform have a grading no coarser than an FDOT #57. If gravel is placed vtntl�vn the lowerportron ofthe backfilt around the stn�cture, part�cularly in wet conditions, e�cessive gravel;thiclrnesses shauld be avoided. Settlement of the overlying back6ll is likely � where th� soil fines eventually migrate into the voids within the gravel. Accordingiy, if an initial lift of gravel is used, we recommend'placing a geotextile between the gravel and backfill soils to help mirrimize soil � migratian. � Post-construction stresses that are produced by buried structures are generally minimal due to the fact that the contact pressure from the werght af the structure and contents �s generaIly iess than the , averburden soil pressure prior to construction. However, during;intermediate stages of cdnstruction, � vertical stresses can occur during the dewatering and backfill placement that are not insignificant. Nevertheless, we wauld`anticipate that settlements would be less than 1 inch withproper construction and , � with saiIs existing belowthe anticipated structure depth of about I S feet. The cantractor must exercise appropriate ways arid means to maintain plumbness of the struc�.ire during a}1 backfill construction activities arad to monitor elevations on the top of the structure during and after backfill to confirm that settletnent is ' complete prior to making final piping c�nnections. In general, we would ar�ticipate that settlernents would occur �ery rapic3l}� fQilowing placement of the backfill and completion of construction. � Appr�p�iate dewatering is a critical aspect ofeonstruction Qfthe lift station so as to allow proper � preparatiQn ofthe subgrade and appropriat� backfilling and compactian ofsurrounding saiIs. Irnproper implementation ofdewatering canresult in de=stabilizatic�n ofthe subg�ade s�ils which can cause;enhanced total azzd e�ifferen�ial s�ettlement. It is recommended that the dewatering systexn consist of a properly �' designed wellpoint system. Due to the stratified nature afthe soils and the required depth c�f de�atering, we wauld strongly recommend that the caniraetar retain the services of a qualified dewatering consultant � to appropriateiy desigr� and monitarperformance ofthe dewatering system. As a min;murn, the welIpoints should be fuIly slotted and encased in praperly designed �Iter media for more e.ff'ective dewatering. We � rec4mmend installing at least one (1 } piezometer observation well to permit checking the ef�'ectiveness af � priggers Engineering Services tncorporated � � 8; the dewatering systernprior to initiation of excavation activities. The dswatering systern should be installed � so as to maintain groundwater levels to no less than 1.S feet below the planned bottom o� structuxe elevation to accommodate the recommended undercutting to place 18 inck�e$ af �ravel at tl�� excavatit�n `� bottorn. as discussed above. . � - AI.TERNATE BEL�W GRADE CONSTRUCTIOI�1 METHQDS - Alternative cQncepts fc�r design and construction of the wet well would involve utilizing a wet caisson method or drilled �haft cQnstruction � technology to con�tnzct the shaft in a wet hole environment. The wet caisson method essentiall� involves asubaqueous excavation from within the interior of the precast wet well that affords tl�e oppomminnity for sinking the wet well sequentially as the excavation progresses to the required elevation. Thzs co�cept � requires the incorporation of a tremie seal or tremie plug at the bottom ofthe excavatian that not only provides pump station support but alsa affords needed uplift resistance and water-prc�ofing cl�aring the � subsequent dewat�ring of the interior of the wet well. With the drilIed shaft' methc�dolt�gy, the dcilled shaft contractor could :instali the required thickness;of a steel ca�ing to the required depth utilizing drilleci caisst�� : ,:� drilling technolagy. Such technology u!ould include utilization of a mineral slurry drxlling mud ta advance the casing to the required penetration without the need for dewatering. Upon advaneing the casing to the required penetration, ihe drilled shaft contractor would further advance the borehole within tlae iz��erior to : i the depth required to construct a tremie seal for uplift resistance and to accflrnrnodate de�vatering of the interior of the casing for purMp sta#ion construction. � In summary, there are various techniques which couId be considered for wet well constxuctaon and � there may be others depen�ng upon the �ngenuity of the contractor. Regardless, depending upan construction phasing, spec�al cansideratic�n must b� given to minir�ization af grc�undwater lowering and vibrations belaw any adj a��nt facilities supported �t grade that could be detrimental to the exi�ting faciIitzes. :' Tf' such methods are considered, we' would be pleased tc� revi�w tl�c contrac�or's e�cava�ion and construction plan. � SflIL PARAME'I'ERS FQR B�L4W GRAD� CON�"TRIJCT'It�N - The follz�wing scxil para�neters � are recornmended in the design of t�elow grade structures and excavation shoring systems. These parameters are applicable far the fine sands encount�red in the upper 1.0 feet ar so in the borings: � Nloist Unit Weight: 110 pcf Buayant Llnit Weight: 60 pef � Earth Pressure Coefficients: Ka = 0.3 {active) KP .= 3.4 {passi�e} � Driggers Engi�reering Services Incorporated � � � � � � � � � � 0 Goefficient of Sliding Friction: Tan S= 0:45 (Concrete on eompacted sand ar gra�el} In aur apinion, caleulating pressures on buried walls and structures utilizing soil paratneters and cansidering the:slope of the backfill and any surcharge loads is more accurate than using an estimated equiva�ent fiuid'pressure. We car� provide detailed analyses for structures subjected ta lateral earth pressures, based upon specific design details, as may be needed. CONVENTIONAL SLAB-UN-GRADE CONSTRUCTION - With proper subgrade prepara.tion, conventionai �loor slabs for the aclministratian/proce.5s building rnay be supported on campacted subgrade soils. Subgrade preparation must include a program of vibratory compaction to develop a uniform densiiy of no less than 95% ofthe Mod�fied Proctar maximum dry density per ASTM D-1557. Care must be exercised to maintain a smooth, cornpacted surface prior to eoncrete placement. Uneven surfaces or ruts can prc�duce �brupt changes in the concret� thickness that ind�ces stress concentr�tit�ns within the conerrete resulting in cracking. Also, all utility trenchies shouid be proper3y backfilled and compacted to pravide Iconsistent bearing eharacteristies. STRLIC'TUR� SUBGRADE PIZEPARATION - FQllc�wing clearing of the exisi:ing surface vegetation, � the sur�ace should be coxnpacted ta a rninimum density of at least 95°10 of the Madzfied Proctor va.lue per ASTM D-1557. Backfill and filI soiIs piaced`to deveiop pad grades shouid consist of inorganic, granular � soils comprisin�; the SP ta SP-�M Unifted classifications. The exeavaterl soil s appear to t� suitable for this purpose. Tl�e backfill should be placed and com�aeted in nc�minal 12 inch lifts to the above minimum ' density standard. �pprapriate moisture control to within 2 percent of optimum moisture content is recommended in order to ensure bath stabitity and density within the compacted filI. Guideline speci�cations with respect to `the general requirement� fQr subgrade and fill compactian as weli as � reeommendations for quality'assurance inspection and testing seruices are included in the repaz`t attac�rnents. � I2E�IILTS UF TNFILTRATION TESTING - Results of field testing indicate Double Ring Infiltration (DRI) rates of 1.1 and S.S in�hes per hour at a depth of 6 inches below the existing ground �urfaee at the � . test Ic>eatians. Results are ineluded in tlie report attactur�er ts.:Samples from both test areas were classified as slightly silty fine sand�, SP-SM soils with rneasured silt and clay fines cor�tents of 7.2°10 and 6.5% at test , locations DR.I-1 and I��I-2, respeeti�.7ely_ Slight differer�ces in fines eontent;and soil density can affect soil permeability. Gare should certainly be exercised in the ap�lication ofDouble-Ring Intiltratipn te�tresults 1, to the design ofdrainage facilities. The analysis of seepage infiltratian must include a careful assessment � �riggsrs Erigineering Services tncorporated � � 1a � afthe permeability charaeteristics ofthe subsurface soils, hydraulic seepage boundary conditions, such as � lowerpermeability silty and clayey soils and other factors wliich will i.nfluence the,operating eharacteristics of the planned ponds. ` � Review of the Pinellas Caunty Soil Survey indicates the genera� presence af Myaklca snils in the � proj ect vicinity. Myakka soils have an indicat�d normal seasonal �igh groundwat�r Ievel' between 0.5 and 1.5 feet below the original ground surface. Groundwater was measured at depths ranging fram about 1.5 � to 2.5 feet beiow grade in the pond area borings d�.u-ing the course of our studics. As previously men�ioned, groundwater was typicaliy measured within a foot of the giround surface in the structure borings during a period of frequent rainfall. Based upc�n results of our investigation and in consideration of the frequent � antecedent rainf�ll, we estimate that normal seasonal high groundwater levels may occur at about 18 inches ` below the existing ground surface in the proposed pond areas. If considered critical to d�sign, shallvw � piezometers could be installed to monitor groundwater Ievels to obtain a more accurate estimate. . . .. .. . � . ... i . � . � DRIGGERS ENGINE�RING SERVICES, INC. appreciates the opportuniiy to be of service to you and we trust, if you have any questions concerning our report, you will not hesitate to contact this office at your conuenience. ! Respectfiilly submitted, � DRIGGERS E�GINEERING SERV3C�S, INC. -�- �,�+ . t � tC.��.��e +�,,,,.��.a�`q;�9� � � cholas T. Korecki, P.E. #�}ti,l�: ,�'�, T. '�d/y� °o� Senior Geotechnical Engin�er � �C��'�•'� �..��N�� ••�� a�� FL Registratian No. 45529 %`= �o. 45529 �.'� �: p �� •(� �� :* , , i�� , � NTK-REP\ 105b73x `�� -ci� ,. SiATE C3F +, ��¢'s r,�4 �'},�., fi'� �}��pp ;- ,�,�� Copies subm3tted: (7) +� 1 pd� �� m�� a�a �``'�# � � � � � Dri�gers Engineering Services Incorporated ' � i � � � APPENDIX � , SUMMARY OF GROUNDWATER DATA � , RECOMMENDATIONS FOR SUBGRADE PREPARATION A�iD FOVl'�iDATION DESIGN � PLATE I- BORING LOCATIUN PLAN � � STANDARD PENETRATIQN TEST BORING LOGS ,RESULTS +�F DOUBLE, RING INFILTRATION TESTING � SUlVI1VIARY OF LABORATC�RY TEST RESi7LTS' � iGRAIN�IZE ANALYSES � ' 1�%IETHOD OF TES'FING � �� ' � ' Driggers Engineering Serviees incorporated ' � � � � � � � � � SUMMARY OF GROUNDWATER DATA � � � ' � � '' , ' '� , Driggers Engineering Seruices incorporated � , �� ' � � n, �� ' � ' ' � � ' SUMMARY OF GROUNDWATER INFORMATION CLEARWAT�R RO PLANT #2 CLEARWATER, FLORIDA BORING GROUND MEASURED GW ESTIMATED NORMAL ELEV. SHGW DEPTH ELEV. DEPTH ELEV. B-9 +49.3 2.0 +47.3 1.S +47.8 B-10 +48.7 1.5 +47.2 1.5 +472 B1-I1 +48.4 0.9 +47.5 1.0 +47.4 B2-11 +47.9 1.0 +46.9 1.0 +47.9 B3-11 +47.3 0.7 +46.6 1.0 +463 B4-11 +47.5 0.8 +46.7 1.0 +46.5 BS-11 +47.5 0.5 +47.0 I.0 +46.5 B6-11 +48.0 0.6 +47.4 I.5 +46.5 B7-11 +47.7 0.8 +46.9 1.0 +46.7 B8-I1 +48.2 1.7 +46.5 2.0 +46.2 DRI-1 +49.9 2.4 +47.5 1.5 +48.4 DRI-2 +48.5 2.5 +46.0 1.5 +47.0 � � � � � r � �. � RECOMMEND�TIONS FaR SUBGRADE PREPARATION � AND FOUNDATION DESIGN � � � � ' , � � Driggers Engin�ering Ser�✓ices tn�or�poraLed � � , � � � � � RECOMMENDATIONS FOR SUBGRADE PREPARATION AND FOUNDATION DESIGN SUBGRADE PREPARATION 1. � , 3 � � 4 � � � � ' � � � 5. Each structure area and for a distance of at least 10 feet beyond the outside perimeter should be stripped of all surface vegetation, pavements, near-surface organic soils, root concentrations, existing structures, piping and other objectionable material. The exact depth ofundercutting should be determined by a representative of the soil engineer in the field. Groundwater levels should be controlled to at least 2 feet below the maximum excavation depth. The stripped, undercut surface should be uniformly compacted using a vibratory rol ler having a m�imum dnun width of 36 inches. Subgrade compaction should consist of a minimum of ten (10) overIapping coverages in a cris-cross pattem tlu-oughout the entire structure area, plus the minimum 5 foot margin. Excessive vibration shoutd be avoided in proximity to existing structures. A qualified engineer ar technician shouId bepresent during initial compaction operations to check proper compactorperformance and compaction procedures. The compact�on should be performed at a speed equivalent to that of a slow walking pace. Densitytests should be used to control subgrade compaction. At least one (1} density test should be performed for every 2,500 ft.2 at the surface of compaction and at a depth of 12 inches. No fewer than two (2) compaction tests should be conducted at each level. The excavated footing areas shall be compacted with a hand-guided vibratory compactor having a miniruum plate width of 24 inches or the footing width whichever is less. No fewer than ten (10) coverages shali be effected. Compaction tests shall be conducted to check that a density ofnot less than 95% of the Modified Proctor maximum dry density has been maintained. FILL OR BACKFILL PLACEMENT Fill or backfill required to develop proposed grade should be inorganic, clean to slightly silty fine sand, free ofunsuitable debris. Soils with a Unified Soil CIassifieation of SP to SP-SM would certainly be considered suitable. 2. The fill shouId be placed in Iift thicknesses not exceeding 9 inches with each lift compacted to a density ofno less than 95% ofthe Modified Proctar maximum dry density. Moisture content withiri the fill soil should be contralled to withiri t2% of optimum as established in ASTM D-I 557 to help ensure development of both density and stability during compaction operations. No fewer than six (6) to eight (8) coverages should be made on each lift using the above specified heavy, vibratory roller. 3. 0 Density tests should also be used to control fill placement. At least one (1) density test shouid be performed for each 2,500 ft? per fill lift. No fewer than two (2} tests shouid be performed per lift. Careful inspection and compaction tests should also be performed to confirm required uniformity of compaction prior to slab-on-grade construction. FOUNDATION DESIGN 1. Shaiiow foundations for buildings may be designed based upon dead plus Iive plus wind load requirements. An allowable soil bearing pressure of 2,500 pounds per square foot is suggested in sizing of foundations. 2. We recommend a footing embedment ofno less than 16 inches below finished grade, but excessive embedment should be avoided to take advantage of the surficial compaction. � 3. Slab-on-grade construction may be utilized. To maintain slab support, excavation for utilities and � foundations should be backfilled and compacted in lifts with a small compactor. Before backfill is placed, all water and loose debris should be removed from the excavations. � A bearing wall footing width ofno less than 16 inches and column width ofno less than 3 feet is also recommended. � � , ' � � � � � � , � � � � �PLATE i- BORING LOCATION PLAN , �` , _ ' � , � ' � � � br�iggers Ersgineeeing -`'...s-ervices (neQrporated r-�-� ^--°°----^-- 1 r -^� - , �--«--°---^-----� i � 1 � EX. BIDG. ; ;�� ; j EX. BLDG. j rn � i 9 i�----- ==--------� i� i i m � �----=_- ___--^-_J �- i m c � � � W I � W I Q �� q� � ��\ /'�� _�-�.� �L. I i ''i N • l i � � �_ L'�'..J � � I ' _ ' �� . :""_�� _�� . �,.R � • � � � � � (> I ` � \ ' � /� %� C �� r� ._'__,�_ #�_....._..._._.__"'___ ................_„__�__..."_ .+..,,:—_'__—_ � __ ..._, ,_ ,��1 -,.._ „ i '��',`�,�'�9�'��`r�� . I B3-11 ~ 87-11�i I .,u. — y �' '� , �,_�, , DRf-2 I . � � � �-- � �6� � I' ' � . � �'�:y� � �B-10 1 -- B �� 65�-1� B6-11 �. r:,, , � , , ; � �i �W � r o ��'i , il� ni.i `''1; �� J % . �62-11 -- g �� _ .� . I •t`�'a iN� . � .,v-�` �r �� I ,!: .w� A �' II+ ,i ...,� _';,: ^� r i /1 �.� � � � ° � IP I �,`../ � �I.. !e7B'��1J1+j� I _,y� �,r_--_.____._. ..__.._'___ .. .__ _.'__'_ ��_��. ��__^_ -____...--_ „�y�_.--/I�. ... ' u _'_ .��...��JL��IR�. Y �' �ip"�%3�°i��T�l � ��R-"-'�^�'�� , .N ,l ��IA _ '�ynm...�—�w �.� � �.. . , � ' � _�_.� , . . - _ . _ . r S� � ., ., M �_.( _ � '� �. � � c�<v � . - � � �i a� id.�i � ii _. ,_. - LEGEND; N STANDARD PENETRATION TEST BQRING LOCATION � DOUBLE-RING INFILTRA710N TEST/ HAND AUGER BORING LOCATION R.D.B. / N.T.K. �� `�_��_,_�,� �.....� -------"\I � 4 N o so �oo zoo SCALE IN FEET B�RING LOCATION PLAN PROJECT NAME CLEARWATER RO PLANT #2 CLEARWATER, FLORIDA ` � � `' � � � 1�i.� i' ` � L�� 0 ��J ..0_�y/'/ ExisnNc STORAGE TANK PROJECT N0. DES 106673 CAD FILE NAME N: \ACLTWIN\ PLATE1\106673 � � -�- I � I � I ( I � I � 'I � � � I � . I ` I� I .\ � ( . ;,,' � ' � ^ I � y,` , ^ �- a� x' ;��'�_ 1 ��- �� .,,� I/ %' � s� ', � 5 I�\� 1 � � � i �L�_� l ' ` '' .,�'",. pl y -+' _ —�— _ -�," -¢ -•_I "�� I . � � � � � � � � � � � � � � � � � � � � I' �� I I � I � � � � � 9/1 /11 PLATE I � � � � � � r �s � � � ■� �t � �r t�r � � � ' � � � ' ' ' 1 � �' STANDARD PENETR,ATIOl`+T TEST BORING LQGS � � , � r � � � � Qriggers Engineering Services Incorporatetl DRIGGERS ENGINEERING SERVICES INCORPQRATED Project No. DES 106673 BORWG NO. B-9 Project Clearwater RO Plant #2, Clearwater, Florida Location See Plate I Foreman M.J. Comptetion Depth To Depth 21.5' Date 7/12l11 Water 2.0' Time Date 7/12/11 STANDARD � J tn p d N PENETRATION TEST � a SOIL DESCRlPTtON �n � W BLOWSlFT. ON 2 0.�. � � SAMPLER-140 LB. W � a �� HAMMER, 30" DROP p u� m Q O (AUTOMATtC NAMMER) SURF. EL: +49.3+1-' y�° 10 20 40 60 80 � Dark brown Fine SAND SP Brownish-gray Fine SAND (SP) `cua:� Dark brown siightly silty Fine SAND with finel divided or anic materiaf SP-SM Gra ish-brown Fine SAND SP 5 Dark brown Fine SAND with trace of roots SP Li ht brown Fine SAND SP ;;;:�:,� Li ht brown sli htl sii Fine SAND SP-SM 1/2/6 '�"��"� Li ht brown sil Fine SAND (SM) bVi:l�•i• � Loose fight brownish-gray slightly silty � � � ` � Fine SAND SP-SMZ_____ 4/517 �: `.�� ` Medium dense light gray siity �� sli htl c!a e Fine SAND SM 4/7/7 Medium dense light gray silty Fine SAND (SM) �`:_� � Stiff greenish-gray sandy CLAY 6/6/7 �=� � � with trace of roots (CH) Firm light green CLAY '13 with tan to orangish-tan veins (CH) 2/3/5 20 2!3/5 _ 25 30 Remarks Casing Length ' � - � DRIGGERS , � ' ' ' ' ' � � �`�I u r , � ' ' � II u �' ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. B-10 Project Clearwater RO Plant #2, Ciearwater, Florida Location See Plate ! Foreman M.J. Completion Depth To Depth 21.5' Date 7/12/11 Water 1.5' Time Date 7l12l11 � Z W � STANDARD � �� p n- � PENETRATION TEST � � SOIL DESCRIPTtON cn � z BLOWS/FT. ON 2�• o.�. H �� ?s J p�. SAMPLER-140 LB. W � Q �� HAMMER, 30" DROP p � m Q O (AUTOMATIC HAMMER.) SURF. EL: +48.7+1-' � � 10 ZO 4Q 60 80 � �- Dark brown Fine SAND with roots SP Dark ra ish-brown Fine SAND SP Brownish ra Fine SAND SP ;,y � � Dark brown Fine SAND with finely divided organic material (SP) 5 Dark brown and brown Fine SAND SP Li ht brown and brown Fine SAND SP f.�a'�:��. Very loose to medium dense tan WH�1�2 "'�'-'' to light brownish-gray slightly siity Fine SAND � ��-�:�: ��f� (SP-SM) r"=��' � 5/7/9 r.��:�:�: --- - t i3:i.i: 10 ` �',:''. Medium dense light gray clayey Fine SANQ (SC} 6/6!9 6/7/8 Medium dense cream colored calcareous, ' �� silty Fine SAND with trace of cemented fragments (SM) 3�8�7 f Very stiff light tannish-green � slightly brittle CLAY (CH) 20 I 5/8/12 25 3Q Remarks Boreho(e Grouted WH = Weight of Hammer Casing Length DR{GGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. B1-11 Project Ciearwater RO Plant #2, Clearwater, Florida Location See Plate I Foreman N�.J. Completion Depth To Depth 21.5' Date 7/12l11 Water 0.9' Time Date 7/12/11 STANDARD � J y p� N PENETRATION TEST = m a SOIL DESCRIPTION v� � z BLOWS/FT. ON 2" o.�. E,,, � J Q SAMPLER-140 LB. a- � Q �� HAMMER, 30" DROP p N N m Q O (AUTOMATIC HAMMER) SURF. EL: +48.4+/-' N� 10 20 40 60 80 0 ;.r«,: Dark brown Fine SAND with roots (SP) .�;�_ . ..� Brownish-gray Fine SAND (SP} '�''�' Dark brown Fine SAND with finely divided or anic material SP "� �'" Brown and dark brown Fine SAND SP 5 �':� �' � Li ht brown and brown Fine SAND SP .. - �;;:,:�: Tan Fine SAND with trace of weakly cemented WH/2/6 '=" �''� sand fra ments SP i.�;.�;�. �?' ' Loose light brownish-gray slightfy silty Fine SAND SP-SM 4!6/8 10 Medium dense very light tannish-gray Fine SAND SP 515/7 Medium dense light gray to light greenish-gray clayey Fine SAND (SC) 3J5f6 — Stiff light green slightiy sandy CIAY (CH) 15 3/4/5 Stiff green and orangish-tan CLAY (CH) 20 3/4/8 25 30 Remarks WH = Weight of Hammer - Casing Length , , ' � ' , ' ' ' a , � ' � ' � ' ' ' ' I DRIGGERS EI\1GINEERING SERVICES INCaRP�RATED Project No. DES 106673 BORING NO. B2-11 Project Clearwater RO Plant #2, Clearwater, Florida . Location See Plate I Foreman M.J. Completion Depth To Depth 21.5' Date 7/14l11 Water 1.0' Time Date 7114/1,1 Z W � STANDARD � J N O d� PENETRATION TEST � � SOIL DESCRIPTION cn � z BLOWSIFT. ON 2�� o.a. = m a �� W SAMPLER-140 LB. W � Q �� HAMMER, 30" DROP p N �% m Q O (AUTOMATtC HAMMEFt) SURF. EL: +47.9+1-' N � 10 20 40 GO 80 � -��;-�' Dark brown Fine SAND with roots SP Dark brownish- ra Fine SAND SP Brownish-gray Fine SAND (SP) Dark brown slightly sifry Fine SAND with finel divided or anic material SP-SM 5 Li ht brown and brown Fine SAND SP 21313 Very foose to medium dense tan Fine SAND (SP) WHl1/1 5/7/7 Medium dense light gray clayey Fine SAND (SC) �� Loose light gray silty Fine SAND (SM) _ 2/4/6 Loose gray clayey Fine SAND with seams 3/4/4 of cream colored calcareous, silty Fine SAND SC/SM q� Firm light green CLAY with orange and tan veins (CH) 2/3!3 - Very stiff light green and light brown brittie CLAY with thin ca(careous seams (CH) 20 7/8l12 - 25 30 Remarks WH = Weight of Hammer Casing Length DRIGGERS ENGINEERING SERVlCES INCORPORATED Project No. DES 106673 BORING NO. B3-11 Project Clearwater RO Plant #2, Clearwater, Florida Location See Plate I Fareman M.J. Completion Depth To Depth 21.5' Date 7/14/11 Water 0.7' Time Date 7/14/11 STANDARD � J t/) p a N PENETRATION TEST = m a SOIL DESCRIPTION cn W W BLOWS/FT. ON 2" o.�. � � SAMPLER-140 LB. W � Q �� HAMMER, 30" DROP ❑ N c� m Q O (AUTOMATIC HAMMER) SURF. EL: +47.3+/-' � tD 10 20 40 60 80 � i�y��: Dark brown slightly silty Fine SAND with roots a'Ei�i �: (SP-SM) �'�`'�� : Brownish-gray Fine SAND (SP) �;:;: f Dark brown slightly silty Fine SAND with trace of roots SP-SM 3/5/6 • 5 Medium dense light brown Fine SAND (SP} ��;�:��: Loose light brownish-gray slightly sifty 3/3/6 '�"�'•'� Fine SAND (SP-SM) �• k 1 _i; l'. Medium dense brownish-gray silty Fine SAND (SM) 5�8�$ _ 10 � Medium dense light gray clayey Fine SAND (SC) 3/5/6 Very soft cream colored calcareous, clayey SILT WH/WH/1 +� with trace of shell and phosphate (MH) Firm light green CLAY �� with orangish-tan veins (CH} 2/3/4 Very stiff light green and light brown brittle CLAY (CH) 20 3l9115 25 30 Remarks WH = Weiqht of Hammer Casing Length , � ' ' , � , ' ' � ' � , , ' , ' , � � � DRIGGERS ENGINEERING SERViCES INCORP(�RA�T"ED Project No. DES 106673 BORING NO. B4-1'{ Project Ciearwater RO Plant #2, Clearwater, Florida Location See Plate I Foreman M_J. Compietion Depth To Depth 21.5' Date 7/14/11 Water 0.8' Time Date 7/14/�11 STANDARD � � cn O a� PENETRATION TEST � a SOIL DESCRIPTION cn � z BLOWS/FT. ON 2" o.a. � m � J a SAMPLER-140 LB. W � Q �� 2 HAMMER, 30" DROF' p � N m G O (AUTOMATIC NAMMEIZ} SURF. EL: +47.5+/-' �� 10 20 40 60 80 � ��>;<` Dark brown Fine SAND with roats (SP) >, �: ;; -��:�; : - Brownish- ra Fine SAND SP - Brown and dark brown Fine SAIVQ with some roots SP 5 Dark brown Fine SAND with finely divided 2l3/4 or anic materiai SP ��:�� Loose brown and light brown 3/5/11 `" �f� to li ht brown Fine SAND SP i•��:�;�• ,_;�;- Medium dense grayish-tan slightly silty g/10/10 - ��<=�� Fine SAND SP-SM � ?':C:/. 10 '�'�' Medium dense light brownish-gray sliqhtiy clayey Fine SAND SP-SM 3/3/17 Medium dense light brownish-gray si{ Fine SAND SM 2/3/3 _ Loose green very clayey Fine SAND (SC) Firm green and orangish-tan CLAY (CH) 15 1!3/4 Hard light green and light brown brittle CLAY (CL) 20 8/14/21 25 30 Remarks Casing Length DRfGGERS ENGINEERING SERVlCES iNCORPORATED Project No. DES 106673 BORING NO. B5-11 Project Clearwater RO Plant #2, Clearwater, Florida Location See Plate I Foreman M.B. Completion Depth To Depth 51.0' Date 7/13/11 Water 0.5' Time Date 7113/11 STAN DAR D LL � N p a� PENETRATION TEST �' SOIL DESCRIPTION cn W� BLOWS/FT. ON 2�� o.o. O � n- � J SAMPLER-140 LB. W � Q �� HAMMER, 30" DROP a c� m Q O (AUTOMATIC HAMMER) SURF. EL: +47.5+1-� `� CO �0 2a ao so ao � °'��'� Dark brown Fine SAND with roots SP j��:� Dark gray and gray Fine SAND with trace of roots SP - Li ht brown Fine SAND SP Dark brown sli htl or anic Fine SAND SP 5 - Reddish-brown Fine SAND SP Li ht brown Fine SAND SP Li ht brownish ra sil Fine SAND SM 5/7/12 Medium dense light tan Fine SAND (SP) Medium dense light gray 7/10J7 _ si{ty to clayey Fine SAND (SM) to (SC} 10 7/9/8 Firm greenish-gray CLAY (CH) 1/2/4 Stiff green CLAY with tan veins (CH) 15 1/4I5 Very stiff green variably cemented CLAY (CL) 20 6/7/9 Very stiff light brownish-green slightly brittle CLAY (CH) 25 6/9J12 Hard light green cemented CLAY (CL) 30 10/13/23 Very stiff dark grayish-green brittfe CLAY (CH) Remarks Borehole Grouted Casing Length 10.0' , ' � ' , � � ' ' ' � � , ' , ' � ' ' DRIGGEF�S ENGINEERING SERVICES {NCORPDRATED Praject No. DES 1�6673 BORING NO. B5•11 Project Clearwater RO Piant #2, Clearwater, Florida . Location See Plate I Foreman M.B. Comptetion Depth To Depth 51.0' Date 7/13/11 Water 0.5' Time Date 7/13/11 STANDARD LL �� p a� PENETRATION TEST 0 � SOIL D E S C R I P T t O N �n � z B L O W S/ F T. O N 2�� o. a. a � � W SAMPLER-140 LB. W �}` Q �� HAMMER, 30" DROP p tn m Q O (AUTOMATIC HAMMEFt) SURF. EL: +47.5+/-' �� 10 20 40 �0 80 35 Very stiff dark grayish-green brittle CLAY (CH) 9/11l15 - Hard green variably cemented to cemented CLAY {CL) 40 16/19l45 45 50� " 0.3' Penetration Hard light brownish-green variably cemented CtAY (CL) 5� 30/50' " 0.5' Penetration 55 6D - 65 Remarks Borehole Grouted Casing Length 10.0' - DRIGGERS ENGINEERING SERVICES INCC}l�PORATED Project No. DES 106673 BORING NO. B6-11 Project Clearwater RO Plant #2, Clearwater, Fiorida Location See Plate 1 Foreman M.B. Completion Depth To Depth 76.5' Date 7113/11 Water 0.6' Time Date 7/13/11 Z W � STANDARD � J W p a N PENETRATION TEST � � SOIL DESCR{PTION cn � z BLOWS/FT. ON 2�• o.�. n�. �� O a�' SAMPLER-740 LB. �y,� � �Q J � � HAMMER, 30" DROP 0 � m Q 0 (AUTOMATIC HQMMER) SURF. EL: +48.0+/-' N � 1Q 20 40 60 80 0 Dark brown Fine SAND with trace of roots (SP} Brownish-gray Fine SAND (SP) Dark brown Fine SAND with finely divided ��2�2 5 or anic materiai SP Ve loose li ht brown Fine SAND SP Medium dense light brownish-gray 4/9/11 silty Fine SAND (SM} 8/11 /12 1d � Loose light gray clayey Fine SAND (SC) 3/4/4 � Very soft gray and light brownish-gray WH/WH/ � f-' calcareous, sandy SILT with trace of phosphate WH MH �5 Stiff green CLAY with light brown veins and thin calcareous seams (CH) 5/5/6 Very stiff light brownish-green variably cemented CLAY 20 with thin calcareous seams (CL) 7/13/12 � ' Very stiff light brownish-green ' weakly cemented, brittle CLAY (CH} 25 5/10/12 Hard light brownish-green brittfe CLAY (CL) 30 10114/17 Hard dark grayish-green variably cemented (1) Remarks Borehole Grouted (1} to cemented CLAY (CL) WH = Weight of Hammer Casing Length 15.0' ' � � , ' ' r , ' , ' � ' ' ' ' ' ' ' DRfGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORiNG NO. B6-1'1 Project Clearwater RO Plant #2, Clearwater, Florida -- Location See Plate I Foreman M�B� Completion Depth To Depth 76.5' Date 7/13/11 Water 0.6' Time Date 7l13/11 STANDARD � J W p� N PENETRATION TEST = m a SOIL DESCRIPTION cn W W BLOWSlFT. ON 2" o.�. � � � O a �" SAMPLER-140 LB. o- }. Q J�� HAMMER, 30" DROP p � � � Q � (AUTOMATiC HAMMEf�} SURF. EL: +48.0+l-' � tD 10 20 40 60 80 3� Hard dark grayish-green variably cemented to cemented CLAY (CL) 13/17/50* " 0.4' Penetration_ _ .�. 40 24/32/50* * 0.4' Penetration Hard cream colored calcareous, cemented CLAY (CL) 45 50'" '� 0.4' Penetration Cream colored clayey LIMESTONE and green CLAY 50 50� '` Q-2' Penetration Cream colored clayey LIMESTONE 55 8115/50` " 0.3' Penetration _ Cream colored clayey LIMESTONE _ with seams of green CLAY 60 20/50" * 0.4' Penetration Cream cofored clayey LIMESTONE _ 65 50� 0.3' Penetration Remarks Borehole Grouted WH = Weight of Nammer Casing Length 15_0' � � -� DRIGGERS ENGINEERING SEI�VICES INCORPORATED Project No. DES 106673 BORING NO. B6-11 Project Clearwater RO Plant #2, Ciearwater, Florida Location See Plate i Foreman M.B. Completion Depth To Depth 76.5' Date 7/13/11 Water 0.6' Time Date 7/13/11 Z � � STANDARD �~„ J� p Q- � PENETRATION TEST � � SOIL DESCRIPTION cn � z BLOWS/FT. ON 2�� o.�. a �� O a n' SAMPLER-140 LB. W N�Q J�� HAMMER, 3Q" DROP 0 �� Q � (AUTOMATIC HAMMER) SURF. EL: +48.0+/-' �� 10 20 40 60 80 Cream colored ciayey LIMESTONE 7a 37/50# * q.3' Penetration - 50% loss of circulation at depth 72.0' Cream colored weathered, clayey LlMESTONE 75 20l20/15 80 85 9Q 95 100 Remarks Borehole Grouted WFf = Weight of Fiammer Casing Length 15.0' ' � � � � ' r , , ' � ' , � , ' ' ' ' -� DRIGGERS E(\IGINEERlNG SERVICES INCORPDRATED Project No. DES 106673 BORING NO. B7-11 Project Clearwater RO Plant #2, Clearwater, Fiorida . Location See Plate 1 Foreman M.J. , Completion Depth To Depth 51 _5' Date 7/14/11 Water 0.8' Time Date 7/14/'11 Z W � STANDARD � � N p n- � PENETRATION TEST � � SOIL DESCRIPTION �n � z BI.OWS/FT. ON 2�� o.��. H �� a SAMPLER-140 LB. W � Q �� HAMMER, 30" DROP' � y � Q � (AUTOMATIC HAMMEf2) SURF. EL: +47.7+/-' N � 10 20 40 60 80 0 4r;-�� Dark brown Fine SAND with roots SP Brownish-gray Fine SAND (SP} �� `� Li ht ra and tan Fine SAND SP _ �f;�"=> Dark brown and li ht brown Fine SAND SP 3/3/3 5 Loose dark brown Fine SAND with roots SP Loose brown to light brown Fine SAND (SP} 3!5/7 Medium dense (ight brownish-gray cla e Fine SAND SC 6/6/8 Medium dense light brownish-gray silry, 10 sli htl cla e Fine SAND SM Loose li ht ra cla e Fine SAND SC 3!3/1 __ Very soft li ht ra CtAY (CH Very soft light gray calcareous, WH/2/3 sil , sand CLAY with trace of sheil CH Firm to very stiff green CLAY �� with tan veins (CH) 3/4!6 20 7/8/ 13 - Very stiff to hard light brownish-green variabiy cemented CLAY (CL) 25 . 5/5/16 30 10/13/18 Hard dark grayish-green brittfe CLAY (CL) Remarks 8orehole Grouted WH = Weight of Hammer Casing Length 15_0' DRIGGERS ENGII\IEERING SERViCES INCOI�PDRATED Project No. DES 106673 BORING NO. B7-11 Project Ciearwater RO Plant #2, Clearwafer, Florida Location See Plate l Foreman M.J. Completion Depth To Depth 51.5' Date 7l14l11 Water 0.8' Time Date 7114/11 STANDARD � � c� p a N PENETRATlON TEST = m a SOIL DESCRIPTION cn � Z BLOWSIFT. ON 2" o.�. � � � SAMPLER-740 LB. �- � Q � � � HAMMER, 30" DROP p �� m Q O (qUTOMATIC HAMMER) SURF. EL: +47.7+/-' N � 10 20 40 60 80 3� Hard dark grayish-green brittie CLAY (CL) 20/22/21 40 28/32/35 Hard light brownish-green cemented CLAY — with thin calcareous seams (CL) 45 50' ' �J.5' Penetration Light grayish-brown weathered, clayey LIMESTONE 50 Medium dense light grayish-brown calcareous, 48/8/12 silty Fine SAND with some limestone fragments SM 55 60 65 Remarks Borehole Grouted WH = Weiqht of Hammer Casing Length 15.0' � � � � ' ' � � , � � ' ' I_I DRIGGERS ENGINEERING sERVicEs •��■� ♦ ■ Project No. DES 106673 BORING NO. B8-11 Project Ciearwater RO Plant #2, Clearwater, Florida .— Location See Plate I Foreman M.J. Completion Depth To Depth 50.8' Date 7/13111 Water 1.7' Time Date 7/13/11 � � STANDARD � � cA p a y PENETRATION TEST "' SOfL DESCRIPTION �n � z BLOWS/FT. ON 2�� o.o. o � n- � � w SAMPLER-140 LB. Q- � Q �� HAMMER, 30" DROP p c� m Q O (AUTOMATIC HAMMER) SURF. EL: +48.2+l-' � tD 10 20 40 60 80 � 1" As halt Pavement ! ��;:;: �T 4" Limerock Base � r?:�:,: Gra ish-brown Fine SAND with roots SP � ±�,:�: �:��:� 1: Brownish-gray slightiy silry Fine SAND (SP-SM} �.�1 �:�: ,.ci:r�: i iS:i:�� 5 =� �' � Li ht ra ish-brown Fine SAND SP .::::: Light brown and dark brown Fine SAND with trace 2�2/4 - of roots SP Loose tan Fine SAND SP - "'�'�'� Medium dense li ht brownish- ra 8/10l11 - ,:,,:,-I: 9 9 Y �� : sfi htl sil Fine SAND (SP-SM} 1a - Medium dense to foose light gray _ 9/7!7 clayey Fine SAND (SC) 3/2/4 Stiff green CLAY with tan veins (CH) 15 3/4/7 Hard to very stiff light green and tan _ to light green slightly brittle CLAY 20 (CL) to (CH) 10/15/19 25 4/9/13 Hard light brownish-green cemented CLAY (CL) 30 12/22/21 - t Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERfNG SERVICES INCC7RPt�RATED Project No. DES 106673 BORING NO. B8-11 Project Clearwater RO Plant #2, Cfearwater, Florida Location See Plate I Foreman M.J. Completion Depth To Depth 50.8' Date 7/13/11 Water 1.7' Time Date 7/13/11 STANDARD LL J cn p a� PENETRATION TEST = m a SOIL DE S C R I P T I O N m� Z B L O W S l F T. O N 2" o. �. � � � a SAMPLER-140 LB. a � Q �� HAMMER, 30" DROP p N cn m Q O (qUTOMATiC HAMMER) SURF. EL: +48.2+1-' N t° 10 20 40 60 80 35 Hard light brownish-green cemented CLAY (CL) 35/46/22 Hard dark grayish-green variabiy cemented CLAY (CL) Very stiff grayish-green brittie CLAY with thin calcareous seams (CH} 40 6/7/15 Hard fight brownish-green cemented CLAY (CL) 45 50"` '` U.3' Penetration �� 39/50' ` 0_3' Penetration 55 60 65 Remarks Borehole Grouted Casing Length � ' � � ' � � � � � RESULTS OF DOUBLE RII�TG INFILTRATION TESTING � � � � � ' _ ' ' � _ driggers Engineeri�g Services incc�rpc3rat�d � � DOUBLE RING lNFILTRATION TEST Job No: DES 106673 Test No. DRI - 1 Date: 7/25l2011 Ciient : Reiss Engineering, Inc. Project: Clearwater RO Piant #2 Location: See Sketch Test Depth: 0.5 ft. Outer Cyl. Diam: 24" Inner Cyt. Diam: 12" Description of Soil at Test Depth: Dark grayish-brown siightly silty Fine SAND Depth of Groundwater Below Test Depth: 23 inches lnfiltration Rate: 1.1 In/Hr 10 � f ' '' i i i i i . � i i � j i � i i 8 i � � O ' _ Z6 - _-------- — — -- t ; +: R � c � 4 i w ' w c 2 � • � • 0 . 0 1 2 3 4 5 Elapsed Time of infiltration -- HOURS 6 7 TEST PROCEDURE: The test was conducted in general accordance with ASTM D 3385-7�;. A seven (7") inch hydraulic head was utilized. The infiltration rate was determined at selected time intervals by recording the time for a 1 inch drop in water Ievel. The seven (7"} inch head was then re-established unti( the>next test interval. The test was continued (minimum 4 hours) until stability was achieved and the infiltration rate did not vary in excess of 5% between successive one (1) hour measurements. Readings were recorded at intervals not �:xceeding 30 minutes. The plotted infiltration rate above represents the average of all observations during each hour interval. Technician: T. B. Reviewed by: � �� %��G'L��. DRIGGERS ENGINEERING SERVICES, INC. r�� DRIGGERS ENGINEERING SERVICES INC�RPORA'TED HAND AUGER BORING LOG PROJECT: Cl1ENT: � Clearwater RO Plant #2 Reiss En ineerin Inc. Clearwater, Fiorida WATER TABLE: DATE: Pro'ect No.: DES 106673 2.4' 7112/11 TECHNICIAN: DATE: COMPLETION DEPTH_ M.J./K.A. 7/12/11 10.0' LOCATION: TEST NUMBER: See Plate I DRI-1 ELEV. DEPTH m (FT} DESCRtPTION (F� � REMARKS � N Dark brown slightly silty Fine SAND with roots � ,;'�"�� Surface Elevation: +49.9+1-' SP-SM :�:''. . Dark grayish-brown slightly silty Fine SAND , SP-SM Brownish-gray Fine SAND (SP) � � 48 -- — - 2 Dark brown Fine SAND (SP) Brown Fine SAND (SP) 46 � Light brownish-gray sandy CLAY (CH) 44 6 • Brownish- ra sil Fine SAND SM 42 light gray clayey Fine SAND (SC) 8 40 �� 38 12 36 14 DOUBLE RING INF(LTRATlON TEST Job No: DES 106673 Test No. DRI - 2 Date: 7/25/2011 Client : Reiss Engineering, Inc. Project: Ciearwater RO Plant #2 Location: See Sketch Test Depth: 0.5 ft. Outer Cyl. Qiam: 24" Inner Cy{. Diam: 12" Description of Soil at Test Depth: Dark brown slightfy silty Fine SAND Depth of Groundwater Below Test Depth: 24 inches Infiltration Rate: 5.5 _ In/Hr 10 I i � i � 8 i � i � O � � 2 � Z 6 � i a� i �,, I � i � � I � 4 ' , ca L I � � i C � ` : i � 2 - i i f t � i i 0 i , � 0 1 2 3 4 5 6 7 Elapsed Time of Infiitration — HOt1RS TEST PROCEDl1RE: The test was conducted in general accordance with ASTM D 3385-75. A seven (7") inch � hydraulic head was utilized. The infiltration rate was determined at selected time intervals by recording the time for a'I inch drop in water level.: The seven (7") inch head was then re-esfablished until the next test interval. The test � � was continued (minimum 4 hours) until stability was achieved and the infiltration rate did not vary in excess of 5% between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. The plotted infiltration rate above represents the average of afl observations during each hour interval. , � �-- . Technician: M. J. Reviewed by: �f , DRtGGERS ENGfNEERING SERVICES, INC. � � � � - DRIGGERS � � � � � � � � � � � � � � � _ Ei�1GINEER(NG SERVICES INCORPORAi"ED HAND AUGER BORING LOG PROJECT: CLIENT: Cfearwater RO Piant #2 Reiss En ineerin Inc. , Clearwater, Florida WATER TABLE: DATE: Pro"ect No.: DES 106673 2.5' 7/12/11 TECHNICtAN: DATE: COMPLETION DEPTH: M. J./K.A. 7/12/11 1 Q.0' LOCATION: TEST NUMBER: See Plate 1 DRI-2 J ELEV. DEPTH m �F� DESCRlPTION �F� � REMARKS � � Dark brown siightly sifty Fine SAND with roots 0 .� �" "-,� Surface Elevation: +48.5+/-' ti!f�C3r. 48 (SP-SM) �.'�t� 4 { Brownish-gray Fine SAND (SP) Reddish-brown Fine SAND SP 2 46 Light brown Fine SAND (SP) • Tan Fine SAND (SP) � . : 4 44 Light brownish-gray silty Fine SAND (SM} 6 42 Very light gray Fine SAND (SP) 8 40 • Light gray silty, ciayey Fine SAND (SM-SC} 10 38 12 36 14 � � � � � � � � � � SUMMAR�' (3F LABt�RATORY TEST RESULTS '� � � � � �� '� � Driggers Engineering Services (ncorpaested � �r r � rr r� � rrr �r r�t � �r � � �r r■i � ,� � ti■� SUMMARY OF LABORATORY T�ST RESULTS ATT@R6ERG BORING p�p'fH DESCRIPTION �' � �' d G� LiMITS P.P. U.C. CON. G.S. ORG. pfl CI. SO q RES, NO, (tt) (P�0 �rSQ � � ) �PPm) iPPm) (ohm-cm) LL PI, SL B-9 I.8-2.8 Dnrk brown slightly silty Fine SAND 2 5 with finely divided organic matenal li-9 8.0-9.5 Light gray silty, slighdy clayey Finc SAND . Ci-10 2.5•3.5 Dark hrown Fine SAND � 3 wirh fincly Aivided organic material B•10 ID.O•II.S LightgrayclayeyfineSANp 19.9 ;{� 19 ++ � 29.3 t31-I I 6.0-7.5 l.,ight brownish-gray slightly silty Finc SAND * ft2-I I 2.R-3.R Dark brown slighqy silry Finc SAND Z � with fincly divided orgunic materiel 82-1 I 1 S.0•IG.S I.ight green CLAY with orange and tan veins 40.3 86 26 •+ 76.1 63•1 I 12.0-13.5 Crcam colored calcareous, clayey SII..T * with trace of shell and phosphate 84-I I 12.0-13.5 Green very clayey fine SAND 23.7 50 17 •� 39.2 65• I I 2.5-3.5 Dark brown slighlly orgTnic Fine SAND q 2 BS-I I 5,0-9.5 Light gray silry to claycy Finc SAND 1G.� 24 Ig •• . 20.3 6C-1 I 6.0-7,5 Light brownish-gruy silry Fine SAND + W % _ Y�(pc� — GS = Ll. _ PL = S t, _ P.P. (ts� _ 11.C. _ Water Content Dry Uensity Specific Gravity Liquid Limit Plastic Limit Shrinkage Limit Pocket Penetromeler Uncanflned Compression Con. G.S. (+l) ORG. (%) Cl. (ppm) SO, (ppm) RES. (ohm-cm) t sr Consolidation Test Grainsize Analysis (liydrometer) Organic Content '1'otal Chloride T'otal Sulfate Lab Resistivity See Test Curves Percent Passing No. 200 Sieve CLIENT: PROJECT: FIIaE: Reiss Engineering, inc. Clearwater RO Planc �2, Clearwater, Florida DES ] 06673 SUMMARY OF LABORATORY TEST RESULTS ATTF,RBERG 13QRINC pgpTH DESCRlPTION �'�' � Y e G F LIMiTS P,P, U.C. CON. C.S. ORG. pN CI. SO q RES. NQ. (fl) (P�� (tsf� (�) (PP�^) (nrm) (nlim-cm) LL PL SL f36-1 1 12.0• 13.5 Gray and iight brownish-gray calcareous, sandy SILT . with trace of phosphaio T}7-I1 10.0-1I.0 LightgrayclaycyFineSAND 20.6 Zg �7 *s 25.2 S7-i l 12.0• 13.0 Light gray caicareous, silty, sandy CI,AY + with trace of shell fragmenis I�RJ I I.I •5.0 Brownish-gray slighUy silry Fine SAND . BR-1I 12.0-13.5 LigAt greyclayey Fine SAND 25.7 q4 IS ++ 27.1 DRI-I 0.5 Dark grayish-brown slightly silty Fine SAND .. za DRI-I 4,1-7.2 Lightbrownish-graysandyCLAY 18.7 25 IS ++ 53.5 DR62 Q,S Dark brown slightly silry Fine SAND s+ 6.S DRI-2 4,3-5.5 Ligh� brownish-gray silty Fine SAND r W % _ Y,cr�� _ cs = LL = PL = SL = P.P. (ts� _ U.C. _ W ate� Content Dry Density Specific Gravity Liquid Limit Plastic Limit Shrinka�e Limit ..�: Pocket Penetrometer Unconfined Compression Con. G.S. (+I) ORG. (%) CI. (ppm) SO4 (ppm) RES.(ohm-cm) » �: ConsolidaHon Test Grainsize Analysis (Hydrometer) Organic Content TotAl Chloride Total Sulfate Lab Resistivity See Test Curves Percent Passing No. 200 Sieve CLTENT: PROJECT: Fri.,�: Reiss Engineering, lnc. Clearwater RO Plant �2, Clearwater, Florida DI;S 106673 � �r � � � � � r�r rr � � r r �s � �r r � r 1 1 � � � t � � 1 � GRAINSIZE A��TALYSES � � � � � ' � � � � � � , Driggers Engineering Services Incc�rporated �a 9 8 7 i # 6 .� d 5 � � c Y � 4 3 2 � DRIGGERS ENGINEERIIVG SERVICES, INC. Graie Slze in Miliimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine mber Uepih Natunl L � p, L P. I. C�assification Moistu.e CLIENT: Reiss Engineering, InC. I-2 4.3' -5.5' Light brownish-gray silty Fine SAND PROJECT: Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 D 0 0 � � 03 � u Q N B U c 9 � a 0 � � � � � � � - � � � � � � � � � � � � � � �r � a� r r� �■r � r r� � � ir � �r r� � � � +� �o 9 8 7 L � � T .G Y 5 � w 4 yV � LL 3 B-9 2 DIRIGGERS ENGINE�RiNG SERVICES, INC. 0 10 .a 30 c � 40 3 r 0 � x a U c � V C 1p 80 10 .. � � I i I I�� o —- i I� 1 �— I�� oo so to s t o.s o i � 005 00� o.00s o.00i Groin S�ze in M�Ilimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine �ptn Natural � L. P. L P.I. ^ Classitication CLIENT: Reiss Engineer9ng. Inc. Moisture g gray si y, 8.0' -9.5' slightl cla e Fine SAND PROJECT: Clearwater RO Planx�#2, Clearwater, Florida FILE: DES 106673 2 S ! � �! 3 b4' V � �� c Y V , � � 7 1 DRICGERS �NGINELRING SERVICES, INC. 0 10 t0 � m �0 3 r a Y � N a u `c � u d 70 80 90 o l� i i i I I i 1 LL! 1J i i i i i i i i i i i 1.___i �� i i i i i i i i i� i i i i i � too 1p0 5p 10 5 1 0.5 01 OAS 0.0! 0005 0.001 Groin Size in Millimeters GRAVEL SAND r S�LT or CI.AY � Coarse Medium Fine umbee pepih roaturol � L. P. L P. I. Ciass�tication CLIENT• Re1ss En ineerin , Inc. Moisture • 9 9 1-11 6.0' - 7.5' 9 t brownish-gray slightly silty Fine SAND PROJECT: Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 �r r r � �nr r� s � � � � � � �t �r �r r � � � r� � r r� � � r� � � � � �■r � r� r � r � ic 9 [ � � m � E � 4 � �- � 4 u d 0 a 3 7 1 DROGG£RS IENGINEERING SERVICES, IPIC. Grain Site i� Millimeters GRAVEL SAND SILT or CIAY Coarse Medium Fine umber Depth Natural � � P� p � Classification CLIENT: Reiss Engineering, Inc. Moisture Cream colored calcareous clayey 3-11 12.0' - 13.5' SILT with trace of shell� PROJECT: Clearwater RO Plant �2, and phosphate Clearwater, Florida FILE: DES 106673 D 0 ro 0 t m io # r O W A N a U C � V Y a �o � i0 00 �� a � � �° � � 50 c w g.a 3p � �o DRIGGERS ENGINEERING SERVICES, INC. �. ,:� IiY11l��i�-:��i��i��iriiri��r�� o��■��i��■��o��■�� , ��■■...��.■■.��.��....��.■■...��.■■... ��■■.��■■. ��.■.� ��.■■...��.■■... , ��....��......��. .C...��......��..... ��...��.....��.s.�. ��......��...... IIII��IIII��i��1111��q�1111��1111�� 11�� 111��1111��1 1111�� 111�;:::= , . � �� 1�� 1111�� 111��111� �� 111�� , . _t", ■ �"",.■.- • '�"...�"",..._'1,"...� „��■. "1,,.■._ . . ,�,�......�„�.......,�,.��.�iii,r�� ,.��.�.. . ��n��H��■r�■i�� ■i��■�■ . ",,,.■-_",".■.-�' ,... 1,,,,...��1",.■._ iii� iii iiiiiiiiin iii i�i�i�ii��ii��iiii :, i��i■�� ui�� i��■i�i�� i�r . , ��■ �■ �� i�i� �� ■� N��n � o ,� Ipp 50 10 5 l 0.5 0.1 0.05 O.pl 0.005 O.00I Groin Size in Millimeters GRAVEL SAND SIIT or CLAY Coarse� Medium Fine ber Depih Natural L l. P. L P. I. Classificatian Masture CLIENT: Reiss Engineering, Inc. 11 6.0' -7.5' Light brownish-gray silty Fine SAND pROJEGT: Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 � � � � � � � � � � � � � � � � � � � �� r� r r� rr r a r r� r r��+� DRIGG�RS E(VGIPIEERING SERVICE5, INC. . . " IIIIIii�i�i�i�ild�111�I��I��YIYi ��I��IiY�I11Y1��1111�� . , IIII��IIII�i�."�'l.�Iil��slill ��Illl��r 111�� IIII��r��.'!V ��IIII��111�� :, II�I��IIII��r1111��r�1111��1111�� 1111�■��r1111��1111��.'1 1111��1111�� ,111��1�11�� 1111� r� 1�11��1111�� i�� ■r�■�i �__ � ��n� � � ��■�i�� il ��lil ■ � 111 �iill 0��1111�� . � ,1 �� 1111�� 111��11��■��1111�� ,111�� 1111��=�1111�==�r11�1�■�� IIIi��r t ,,,.■. "",.■ 11 , . ,�' .■. "�"..._ ,,,....�,,,,...._„ii�. � i i... �,...�.r . „�..�.. ,,,..�.�..,n.�� ii�� ■ ��i,. ■�.. � ",�.r.�"",�.�'t",..._"',,�.�"�,,�■-_ "",..._"",..-_"",..._'1 �,�.._"",..._ � niiii�iiiiiiiiiii niiiii i i� r iiii�iiii , �� i ii �� 1111��1111�� 1 � � �� IIN� �� 0 �o � � r � 4a 3 a V � ► a C � u a 70 � � _ �� 00 50 10 5 1 0.5 0 1 0.05 0.01 0.005 0.001 Groin Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine N t I mber Depth a un L � P L p � Class�tication Moistu►e CLIENT: Reiss Engineering, Inc. -11 12.0' - 13.5' ray an ight brownish-gray calcareous, sandy SILT w�th trace PROJECT: Clearwater RO Plant N2, of phosphate Clearwater, Florida FILE: DES 106673 DRIGGERS ENGINEERING SERVtCES, INC. ,. '' ii�lll�i�I�i��iii��"'�!�YIYI�i�i��i�iiri��■ii��■��r . , ii��oi��r �.��i�� i��■� ��u��i��ii��■�� :. �i��ii��■��ii�� i��i��■��■�i��=�_��■��■■i��■� , ��■��i�� ■ ��■� �� ,,,,.... „�,.■ ..■■,,,,.■. �,,,.■.i..,,,,,..■... . ..,,, ,.. ,,,,.._ ..,,.. .� ►�,...._,,,,...... "��,.■� ��'1,..� '�'1, . t,�,,..-_I",,.■ ' ,' 1,,.�. ,"... "", �. �'�,,..._I",,.■._ '�'��..��,".■� "," ■ _I"„ ■. "",.■._ ��......��......��.0 � ��.�. ��..... � ii��i��■i��n��i� �n�� , ��n��ii��H��i��r� �� i��i��ii��i�� . i�� ■ �� i� � ��i� � ■■�� n,,. ■ ■i,,,.■ii�in�i�i� i,�� . a.i ■�.. .��...._��,.......,u .. ��.�..��. ... ��.....��... ��s..= .....��. � a �o F� � L m 40 � c � N a � �� a �o �� 100 50 10 5 I 0.5 0.1 0.05 0,01 0.005 0.001 Groin Size ia Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine mDe� p�p�h NaNral L � P. L P. L Clsssification Masture CIIENT: Reiss Engineering, Inc. -11 12.0' - 13.0' 9 t gray calcareous, s91ty, sandy CLAY wlth trace of shell fra ments PROJECT: Ctearwater RO Plant #2, Clearwater, Florlda FILE: DES 106673 _ � � � � � � � � � � � � � � � � � � � w� r�r � r r r w a� � r� r�� i�� o _ � 3 � � � 50 ;� � �' so � 30 20 ]0 oRi�GERS ErrGi��ERir�� sERVrc�s, in�C. 0 �o � � � m .0 3 � c 50 x a � `c � v 0 a 70 BO 90 pti i i i i � L i i �� i � � i � i i i i i i i i L i i� i i� t i i I I1 1 I i 1.1-1 � '�oo !00 50 10 5 I 0.5 01 OA5 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber Depfh Natursl � � P� p, I. Classifica4ion Moisture CLIENT: Reiss Engineering, Inc. 8-11 1.1' -5.0' Brownish-gray slightly silty pROJECT: Clearwater RO Plant #2, Fine SAND Clearwater, Florida FILE: DES 106673 ' � � � , � � ' � , � MET�iOD QF TESTING � � � � '� � � � Driggers Engineering Services Incarporated � ' , ' , �� LJ , u ' � ' � � STANDARD PENETR.ATION TEST AND SOIL �LASSIFICATION STANDARD PENETRATION TEST (ASTM D-1586) Ln the Standard Penetration Test borings, a rotary drilling rig is used ro advance the borehoIe to the desired test depth. A viscous drilling fluid is circulated through the drill rods and bit to stabilize the borehole and to assist in removal af soil and rock cuttings up and out of the borehole. Upon reaching the desired test depth, the 2 inch O.D. split-barrel sampler or "split-spoon", as it is sometimes called, is attached to an N-size drill rod and lowered to the bottom of the borehole. A 140 pound hammer, attached to the drill string at the gsound surface, is then used to drive the sampler into the formation. The hammer is successively raised and dropped for a distance of 30 inches vsing a rope and "cathead" assembly. The number of biows is recorded for each 6 inch intervai of penetration or until virtual refusai is achieved. In the above manner, the samples are ideally advanced a total of l 8 inches. 'Fhe sum of the blows required to effect the final 12 inches ofpenetration is called the blowcount, penetration resistance or "N" value of the particular material at the sample depth. After penetration, the rods and sampler are retracted to the gound surface where the core sample is removed, seated in a glass jas- and transported to the laboratory for verification of field c3assification and storage. SOIL SYMBOLS AND CLASSIFICATION Soil and rock samples secured in the field sampling operation were visually classified as to texture, color and consistency. The Unified Soil Classifcation was assigned to each soil su�atum per ASTM D-2487. Soil classifications are presented descriptively and symbolically for ease of interpretation. The stratum identification lines represent the approximate boundary between soil types. In many cases, this transition may be �-adual. � Consistency of the soil as to relative density or undrained shear strength, unless otherwise noted, is based upon Standard Penetration resistance values of "N" vatues and industry-accepted standards. "N" values, or blowcounts, are presented in both tabular and graphical form on each respective boring log at each sample interva]. The graphicaI � plot of blowcount versus depth is for illustration purposes onIy and does not warrant continuity in soil consistency or linear variation between sample intervals. � The borings represent subsurface conditions at respective boring locations and sample intervals only. Variations in subsurface conditions may occur between boring locacior..s. Groundwater depths shown represent water depths at :he dates and time shown only. The absence of water table information does not necessarily imply that groundwater was � � u notencountered. Rev. 9l201 l TBC CONSOLES QUOTE ' ' , ' � � , � , � ' � �� U � i Appendix 9/27/2010 � ' � °'i�� - ��: ' C O N S O L E S Company: City Of Clearwater � Address: 21133 US19 North, Clearwater FL 33759 Ship To: same � Qty. Part/MOdel Description SmartTrac Ca 1 ST2-WS SmartTrec 2 Bay Workstation (fix� � 1 FP-9222 Trac mount, articulating LCD arm 1 5-CPU Le Mounted CPU Holder 6 CTR-AC 1" ThiCk AcryliC counters per Ft. (f 1 T-PS-16 Power stri� ! 16-outlets, 15A / , ' ' ' � ' ' � � i � ' �I List Price 215.00 154.00 v.o2n z TBC File: COC-9158 12-P2 Quote Date: June 20, :!012 Revision: r1-7/16/12 Preparer: Andrew ��ressner Contact: Fred Hemerick Phone: 727-462-6326 Fax: 727-462-6327 E-Mail: ProjeCt: Contro! Room 2I5 phase 2 Extended List Unit Cost Extended Cost 769.00 1,769.00 $1,769 292.00 292.00 $292 244.00 244.00 $244 290.00 215.00 $1,290 154.00 154.00 $154 SUB-TOTAL $3,749.1 Console/Accessory List Total: $3,749.00 Console & Accessory NET TOTAL $3,749.00 Shipping & Handling: $575.00 Travei & Lodge: $800.00 On-Site Installation: $700.00 *TBC Consoles is authorized to coilect Sales Tax in NY & CT. Please file and pay any applicable sales tax as a use tax in all other states. **For client projects being delivered or installed in NY or CT, please provide Exempt Use or Resale Certificate. If you are unable to provide, sales tax is applicable to all goods, Design/PM, Delivery, & Installation. Use Tax applies* NET TOTAL : $5,824.00 NOTES: Blanket wraa shiaments:Please note rate is based on capacity to accept a 53' trailer at project site. Please add $450 to the rate quote if the project site cannot accept a 53' trailer. TBC CONSOLES 170 Rodeo Drive Edgewood, New York 11717 phone (631)293-4068 fax (631)293-4075 toll free (888)CONSOLE web site: www.TBCconsoles.com e-mail: adressnerCalTBCconsoles.com �"°` j � f C O N S O L E S Company: City Of Clearwater Address: 21133 U519 North, Clearwater FL 33759 Ship To: same Qty. Part/MOdel Description ' Inte//iT�ac Conso% 4 T-26 In[ellitrac T-26 base frame module per bay. - -- - - --- - ---- - - - 4 T-UM-S U er shelf module w rommet. 2 r-TS Transition base modules. 22.5 de . 2 T-SP Thermofoil Side panels. 8 CTR-AC 1" Thick Acrylic counters per Ft. (Blue color). 2 nC-lNT Acrylic counter joints and associated hardware. 4 T-LT-IB-LED Trac mount 18" ooseneck lED task li ht 3 T-PO SHELF Rack mount ullout shelf. 4 T-PD Trac mounted Power Data module with 2 15A receptacles & 2 CAT 5's. 1 T-PS-16 Power stri 16-outlets 15A Ed. lu 2-ba s+ 1 T-Pnone Trac mount ohone olatform. Monitor mountin r-wMS Monitor Support Svstem - per linear Ft. FP-9110 Trac mount swivel arm w/ articulatinct head piror to shipment: Approved: Print name: Date: V.02/12 U TA TBC File: COC-9158-12-P1 Quote Date: ]une 20, 2012 Revision: ri-7/16/12 Preparer: Andrew Dressner Contacl:: Fred Hemerick Phone: 727-462-6326 Fax:: 727-462-6327 E-MaiN: ProjeCt: Control Room 215 phase 1 List Price Extended List Unit Cost Extended Cost 1,925.00 7,700.00 1,925.00 $7,700.00 - - - -- - - -- - -- -- 264.00 1,056.00 264.00 $1,056.00 831.00 1,662.00 831.00 $1,662.00 314.00 628.00 314.00 $628.00 215.00 1,720.00 215.00 $1,720.00 413.00 826.00 413.00 $826.00 131.00 524.00 131.00 $524.00 204.00 612.00 204.00 $612.00 138.00 552.00 138.00 $552.00 154.00 154.00 154.00 $154.00 138.00 138.00 138.00 $138.00 SUB-TOTAL $15,572.00 150.00 900.00 127.50 $765.00 220.00 1,320.00 187.00 $1,122.00 SUB-TOTAL $1,887.00 Console/Accessory List Total: $17,792.00 Console & Accessory NET TOTAL $17,459.00 21,359.00 Shipping & Handling: $1,700.00 Travel & Lodge $800.00 On-Site Installation: $1,400.00 *TBC Consoles is authorized to cotlect Sales Tax in NY & CT. Please file and pay any applicable sales tax as a use tax in all other states. **For client projects being delivered or installed in NY or CT, please provide Exempt Use or Resale Certificate. If you are unable to provide, sales tax is applicable to all guods, Design/PM, Delivery, & Installation. Use Tax applies* NET TOTAL : $21,359.00 NOTES: Blanket wre� shipments:Please note rate is based on capacity to accept a 53' trailer at project site. Please add $450 ta the rate quote if the project site cannot accept a 53' trailer. TBC CONSOLES 170 Rodeo Drive Edgewood, New York 11717 phone (631)293-4068 fax (631)293-4075 toll free (888)CONSOLE web site: www.TBCconsoles.com e-mail: adressnerC�lTBCconsoles.com , � 1 ' , C , ' �� ' ' ' ' ' � � ' , SECTION IVa SUPPLEMENTARY TECHNICAL SPECIFICATIONS The Technical Specifications of the Construction Contract; Articles 1 through 64 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the Technical Specifcations of the Construction Contract, Section II Instruction to Bidders, Section III General Conditions, and Section IV Technical Specification. Where any article of the Instruction to Bidders, General Conditions, and Technical Specifications is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. The stricter requirement shall be required unless otherwise stated within Section IVa — Supplementary Technical Specification. MODIFICATIONS TO TEC�INICAL SPECIFICATIONS ARTICLE 2— LINE AND GRADE SHALL BE PERFROMED BY THE CONTRACTOR Article 2 Subsection 2.2 sha11 be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications in the event of cost and payment specifications. ARTICLE 6- CONCRETE Article 6 shall be superseded by Division 03 in Section IVa Supplemental Technical Specifications. ARTICLE 7— EXCAVATION AND FORMS FOR CONCRETE WORK Article 7 shall be superseded by Division 03 in Section IVa Supplemental Technical Specifications. ARTICLE 8 — REINFORCEMENT Article 8 shall be superseded by Section 03 21 00 in Section IVa Supplemental Technical Specifications. Subsection 8.1 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 12 — DEWATERING Paragraph four regarding cost within Article 12 subsection 12.1, shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. Add the following statements: A. Groundwater Dewatering: 1. Where groundwater is, or is expected to be, encountered during exca�ation, install a dewatering system to prevent softening and disturbance of subgrade to ' Revised February 28, 2013 i 2. 3. 4. allow subgrade stabilization, pipe bedding and backfill material to be placed in the dry, and to maintain a stable trench wa11 or side slope. Groundwater shall be drawn down and maintained at least 2 FT below the bottom of any trench or manhole excavation prior to excavation. Review soils investigation before beginning excavation and determine where groundwater is likely to be encountered during excavation. a. Employ dewatering specialist for selecting and operating dewatering system. Keep dewatering system in operation until dead load of.' pipe, structure and backfill exceeds possible buoyant uplift force on pipe or structure. ' ' ' ' ' 5. Dispose of groundwater to an area which will not interfere with construction ' operations or damage existing construction and in accordance with current permits and regulatory requirements. � 7. � Install groundwater monitoring wells as necessary. Shut off dewatering system at such a rate to prevent a quick upsurge of water that might weaken the subgrade. Cost of groundwater dewatering shall be included in the lineal foot unit price of the pipe installation ARTICLE 13 — SANITARY MANHOLES Section 26 OS 38 and Section 33 OS 16 in IVa Supplemental Technical Specifications sha11 supersede Article 13. ARTICLE 14 — BACKFILL Article 14 shall be superseded by Section 3121 33 in Section IVa Supplemental Technical Specifications. Paragraph five regarding cost within Article 14 shall be superseded by Section O1 20 00 in Section Na Supplemental Technical Specifications. ARTICLE 19 — STORM SEWERS Article 19 subsection 19.3 shall be superseded by Section 33 40 00 in Section IVa Supplemental Technical Specifications. Article subsection 19.3 sha11 be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 20— SANITARY SEWERS AND FORCE MAINS Article 20 subsection 20.1-20.4 shall be superseded by Division 33 in Section IVa Supplemental Technical Specifications. Article subsection 20.5 sha11 be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 22 — ROADWAY BASE AND SUBGRADE Article 22 subsection 22.1-22.2 sha11 be superseded by Division 32 in Section IVa Supplemental Technical Specifications. Article 22 subsection 22.2.1-22.2.2 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 23 — ASPHALTIC CONCRETE MATERIALS ii Revised February 28, 2013 �J , ' ' LJ ' ' ' � � � � � ' , Article 23 subsection 23.1 through 23.9 shall be superseded by Division 32 in Section IVa ' Supplemental Technical Specifcations. Article 23 subsection 23.10 through 23.11 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ' , � , , ' , I'� ' , , ' ' ' � ' ' ARTICLE 27 — PLANT MIX DRIVEWAYS Add the following sta.tement, "Job-mix certification - Submit plant mix certification that mix equals or exceeds the FDOT Specification". Article 27 subsection 27.10 through 27.2 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 29 — CONCRETE CURBS Article 29 subsections 29.1 and 29.2 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 30 — CONCRETE SIDEWALKS AND DRIVEWAYS Article 30 subsections 30.3 and 30.4 sha11 be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 31— SODDING Add the following statement, "Damage to other improvements: Contractor shall replace or repair damage to grading, soil preparation, seeding, sodding, or planting done under other Specification Sections during work associated with installation of irrigation system at no additional cost to Owner." Paragraph two within Article 31 shall be superseded by Section Ol 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 33 — STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES Article 33 subsection 33.3 sha11 be superseded by Section Ol 20 00 in section IVa Supplemental Technical Specifications. Add the following statements: TESTING OF STORM SEWERS: Gravity Sewers (Select one of the following): Air Test: Plastic Pipes conform to ASTM F1417, a11 other pipe material conform to ASTM C828 or C924, after consulting with pipe manufacturer. Testing of individual joints shall conform to ASTM Cl 103. Exfiltration Test: Subject pipe to hydrostatic pressure produced by head of water at depth of 3 feet above invert of sewer at upper manhole under test. In areas where ground water exists, head of water shall be 3 feet above e�sting water table. Maintain head of water for 2-hour testing period. Allow 1 hour for full absorption by pipe body before testing. During 1 hour test period, measured maximum allowable rate of exfiltration for any section of sewer shall be 3.0 gallons per hour per 100 feet. Revised February 28, 2013 iii If ineasurements indicate exfiltration is greater than maximum allowable leakage, take additional measurements until leaks are located. Repair and retest. Infiltration Test: If at any time prior to expiration of the correction or warranty period infiltration exceeds 200 GAL/IN of nominal DIA/mile/day, locate the leaks and make repairs. In case of conflict, do not relocate piping without prior approval from the Engineer ARTICLE 37 — AUDIO/VIDEO RECORDINGS OF WORK AREAS Article 37 subsection 37.12 shall be superseded by Section O1 20 00 in Sectiion IVa Supplemental Technical Specifications. ARTICLE 38 — EROSION AND SILTATION CONTROL Add the following statements: 1.02 A. QUALITY ASSURANCE Referenced Standards: � ' ' � � ' ' ' 1. Erosion control standards: State of Florida Erosion and Sediment Control Manual — FDOT/FDEP - 2007 � ARTICLE 41— POTABLE WATER MA1NS. RECLAIMED WATER MA1NS AND APPURTENANCES Article 41 subsection 41.6 shall be superseded by Section O 1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 44 — WORK ZONE TRAFFIC CONTROL Article 44 subsection 44.6 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specification. ARTICLE 56 — CLEARING AND GRUBBING Article 56 shall be superseded by Section 31 10 00 in Section IVa Supplemental Technical Specifications. Subsections 56.1-56.2 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. ARTICLE 60 — SIGNS AND MARKING Article 61 subsection 61.1 shall be superseded by Section O1 20 00 in Section IVa Supplemental Technical Specifications. �� Revised February 28, 2013 ' ' � CJ , ' i ��I �, � �, , ' ' , ' , ' � ' �I � ' � , ' ' LJ � � The following divisions are included as part of supplemental technical specifications. PART ONE DIVISION Ol — GENERAL REQUIREMENTS - REI Section Title O1 11 00 Summary of Work - REI O1 14 00 Sequence of Construction - REI O1 20 00 Measurement and Payment - REI O1 29 00 Payment Procedure - REI O l 31 13 Proj ect Coordination - REI O1 31 19 Project Meetings - REI O1 32 00 Construction Progress Documentation - REI O1 32 33 Construction Photographs - REI O1 32 34 Color Audiovisual Construction Record - REI O1 33 00 Submittals — REI Ol 35 44 Indoor Environmental Requirements - URS O1 42 13 Abbreviations - REI O1 43 33 Manufacturers' Field Services - REI O1 45 16.13 Contractor Quality Control - REI O1 50 00 Construction Facilities and Temporary Controls - REI O1 57 13 Temporary Erosion and Sediment Control - REI O1 60 00 Material and Equipment - REI O1 61 00 Common Product Requirements - REI O1 70 40 Warranties and Bonds - REI Ol 74 10 Cleaning During Construction and Fina1 Cleaning - REI O1 74 16 Surface Restoration Special Provisions - REI O1 77 00 Contract Closeout - REI O1 78 23 Operation and Maintenance Data - REI O1 78 39 Project Record Documents - REI O1 79 23 Instruction of Operations & Maintenance Personnel - REI O1 91 14 Equipment Testing and Facility Startup - REI DIVISION 02 — EXISTING CONDITIONS - REI Section Title 02 41 00 Demolition DIVISION 03 — CONCRETE — HDR Section Title 03 O1 00 Modifications and Repair to Concrete - REI 03 11 00 Concrete Formwork - HDR 03 15 00 Concrete Accessories - HDR 03 20 00 Concrete Reinforcement - HDR 03 30 00 Cast-in-Place Concrete — HDR 03 36 60 Concrete Densifier/Sealer/Hardener- URS 03 40 00 Precast and Prestressed Concrete Building — HDR v ' Revised February 28, 2013 03 60 00 Grout - HDR 03 90 O1 Leakage Testing of Hydraulic Structures - REI DIVISION 04 — MASONRY - URS Section Title 04 22 00 Concrete Unit Masonry - URS DIVISION OS — METALS - URS Section Title OS 12 00 Structural Steel - HDR OS 13 00 Structural Aluxninum - HDR OS 21 00 Steel Joist - HDR OS 31 23 Metal Deck - HDR OS 40 00 Cold-Formed Metal Framing - URS OS 50 00 Metal Fabrications - URS OS 50 00.01 Metal Fabrications - HDR OS 51 19 Metal Stairs - URS OS 52 13 Railings - URS DIVISION 06 — WOODS, PLASTICS, AND COMPOSITES - URS Section Title 06 10 53 Rough Carpentry - URS 06 22 00 Finish Carpentry - URS DIVISION 07 — THERMAL AND MOISTURE PROTECTION - URS Section Title 07 13 10 Self-Adhering Sheet Waterproofmg - URS 07 21 00 Sprayed Insulation - URS 07 21 16 Blanket Insulation - USR 07 26 17 Underslab Vapor Barrier - URS 07 54 19 Polyvinyl - Chloride (PVC) Membrane Roofmg and Rigid Insulation — URS 07 62 00 Flashing and Sheet Metal - URS 07 72 00 Roof Accessories — URS 07 81 16 Cementitious Fireproofing —URS 07 84 00 Fire Stopping — URS 07 92 00 Joint Sealants - URS DIVISION 08 — OPENINGS - URS Section Title 08 11 13 Hollow Metal Doors and Frames - URS 08 11 16 Aluminum Door and Frames - URS 08 14 00 Wood Doors - URS 08 31 13 Access Doors and Panels - URS 08 33 23 Overhead Coiling Doors - URS 08 42 00 Aluminum Entrances and Storefronts - URS 08 S I 13 Aluminum Windows - URS �i Revised February 28, 2013 , ' ' ' ' ' ' ' Ll LJ , � �� ' Cl ' L ' , , ' I JI 08 71 00 Door Hardware - URS 08 80 00 Glass and Glazing - URS 08 91 19 Fixed Louvers - URS DIVISION 09 — FINISHES - URS Section Title ' 09 29 00 Gypsum Wallboard - URS 09 30 13 Tile Work - URS �,I� � ' ' ' ' u � � ' IJ ' � � 09 51 00 09 65 00 09 68 00 09 90 O1 09 91 00 09 91 OS 09 92 00 Acoustical Ceilings - URS Resilient Flooring - URS Carpeting - URS Painting and Coating of Process Equipment - REI Painting of Architectural Components — URS Piping, Valve, and Equipment Identification System — REI Painting of Exterior Concrete Panels - URS DIVISION 10 — SPECIALTIES - URS Section Title 10 11 00 Visual Display Boards - URS 10 14 00 Signage - URS 10 21 13 Toilet Compartments - URS 10 28 13 Toilet Accessories - URS 10 44 16 Fire Extinguishers - URS 10 51 13 Meta1 Lockers - URS DIVISION 11— EOUIPMENT - URS Section Title 11 OS 13 Common Motor Requirements for Equipment - EMI DIVISION 12 — FURNISHINGS - URS Section Title 12 21 13 Horizontal Louver Blinds — URS DIVISION 13 — SPECIAL CONSTRUCTION - URS Section Title 13 3419 Pre-Engineered Metal Building System — URS 13 34 21 Pre-Engineered Aluminum Canopy Structures — URS DIVISION 14 — CONVEYING SYSTEMS - URS Section Title 14 24 00 Hydraulic Elevator - URS �� ' Revised February 28, 2013 DIVISION 22 — PLUMBING — EMI Section Title 22 OS 00 Common Work Results for Plumbing - EMI 22 OS 19 Meters and Gages for Plumbing Piping - EMI 22 OS 23 General-Duty Valves for Plumbing Piping - EMI 22 OS 29 Hangers and Supports for Plumbing Piping and Equipment - EMI 22 OS 53 Identification for Plumbing Piping and Equipment - EMI 22 07 00 Plumbing Insulation - EMI 22 11 16 Domestic Water Piping - EMI 22 11 19 Domestic Water Piping Specialties - EMI 22 13 16 Sanitary Waste and Vent Piping - EMI 22 13 19 Sanitary Waste Piping Specialties - EMI 22 33 00 Electric Domestic Water Heaters - EMI 22 40 00 Plumbing Fixtures - EMI 22 45 00 Emergency Plumbing Fixtures - EMI 22 47 00 Drinking Fountains and Water Coolers - EMI DIVISION 23 — HEATING. VENTILATING. AND AIR CONDITIONING (HVAC) — EMUHDR Section Title 23 OS 93 HVAC Systems: Balancing and Testing - HDR 23 OS 93.01 Testing, Adjusting, and Balancing for Ozone HVAC - EMI 23 09 00 Instrumentation and Control for HVAC Systems - HDR 23 31 00 HVAC: Ductwork - HDR 23 34 23 23 74 36 23 80 00 23 91 00 HVAC Power Ventilators - EMI Refrigerant Piping System - HDR HAVC: Equipment - HDR Bypass Variable Air Volume Control System - HDR DIVISION 26 — ELECTRICAL - EMI Section Title 26 O1 26 Acceptance Tests and Performance Verification - EMI 26 OS 00 General Electrical Provisions - EMI 26 OS 19 600 Volt Cable - EMI 26 OS 23 Instrumentation Cable - EMI 26 OS 26 Grounding Systems - EMI 26 OS 33 Rigid Conduit - EMI 26 OS 34 Flexible Conduit - EMI 26 OS 35 Expansion/Deflection Fittings - EMI 26 OS 36 Pull and Junction Boxes - EMI 26 OS 37 Outlet Boxes - EMI 26 OS 38 Manholes and Handholes - EMI 26 OS 43 Underground Ductbanks - EMI 26 OS 73 Power Distribution System Coordination Study - EMI 26 09 16 Control Stations - EMI 26 09 19 Contactors - EMI 26 09 23 Snap Switches - EMI vm Revised February 28, 2013 ' , ' � ' , ' ' ' � � � � ' ' LJ ' � � ' 26 22 13 General Purpose Transformers - EMI ' 26 24 16 Lighting and Distribution Panelboards - EMI 26 24 19 480 Volt Motor Control Centers - EMI . -� I'� � ' ' r-, �'� � , ' � i'� � , � � � 26 27 26 Wiring Devices - EMI 26 28 16 Disconnect Switches - EMI 26 29 23 Enclosed Variable Frequency Drives (1-500 HP) - EMI 26 32 13 480 Volt Standby Power Generator System - EMI 26 33 00 Uninterruptible Power System — EMI 26 36 23 Automatic Transfer Switch - EMI 26 41 00 Lightning Protection System - EMI 26 41 23 Transient Voltage Surge Suppression - EMI 26 50 00 Lighting Fixtures and Controls - EMI DIVISION 28 — ELECTRO1vIC SAFETY AND SECURITY - HDR Section Title 28 OS 30 Security Rough-In — HDR PART TWO DIVISION 31— EARTH WORK - HDR Section Title 31 10 00 Site Clearing - HDR 31 21 33 Trenching, Backfilling, and Compacting for Utilities - HDR 31 23 00 Earthwork - HDR 31 25 00 Soil Erosion and Sediment Control - HDR 31 31 16 Termite Treatment - URS 31 38 25 Geotextiles - HDR DIVISION 32 — EXTERIOR IMPROVEMENTS - HDR ' Section Title 32 12 16 Asphaltic Concrete Vehicular Pa�ing - HDR 32 16 13 Concrete Curb and Gutter - HDR ' 32 20 10 Concrete Sidewalk and Steps - HDR 32 31 13 Chain Link Fences and Gates - HDR 32 31 19 Pre-Fabricated Ornamental Steel Fence - HDR , ' , ' 32 35 16 Sound Barriers - REI 32 84 00 Irrigation System - HDR 32 90 00 Seeding, Sodding and Landscaping - HDR 32 91 OS Topsoiling and Finished Grading - HDR DIVISION 33 — UTILITIES — REUHDR Section Title 33 OS 16 Precast Concrete Manhole Structures - HDR 33 11 10 High Density Polyethylene Pipe and Fittings - REI � ' Revised February 28, 2013 33 11 13 Water Main Construction - HDR 33 11 16 Underground Piping and Fittings - REI 33 12 13 Pressure Connection - REI 33 12 16 Underground Valves and Piping Appurtenances - REI 33 12 19 Fire Hydrant - HDR 33 13 00 Disinfection of Water Storage Facilities and Process Piping - REI 33 13 O1 Disinfection of Hydraulic Structures - REI 33 40 00 Storm Drainage System - HDR 33 56 13 Aboveground Fuel-Storage Tank - REI DIVISION 40 — PROCESS INTEGRATION — REUHDR Section Title 40 O1 20 General Requirements for Systems Integration- REI 40 OS 13.33 Copper Pipe and Tube - REI 40 OS 16 Pipe Hangers and Supports - REI 40 OS 23 Stainless Steel Pipe for Ozone - REI 40 OS 23.01 Stainless Steel Pipe and Fittings - REI 40 12 16 Low Pressure Compressed Air Piping (Non-Breathing Air Type) - REI 40 23 20 Above Ground Piping and Fittings — REI 40 23 20.01 Pressure Testing of Piping - REI 40 23 21 Above Ground Valves and Piping Appurtenances - REI 40 24 26 Double Wall Containment Piping - REI 40 90 00 Instrumentation for Process Control: Basic Requirements - HDR 40 90 OOA Loop Check-out Sheet Example - HDR 40 90 OOB Loop Check-out Sheet - HDR 40 90 OOC Instrument Certification Sheet Example - HDR 40 90 OOD Instrument Certification Sheet - HDR 40 90 OOE Final Control Element Cert Sheet Example - HDR 40 90 OOF Final Control Element Cert Sheet - HDR 40 90 OS Control Loop Descriptions - HDR 40 91 10 Primary Elements and Transmitters - HDR 40 94 40 Telemetry Systems - HDR 40 94 43 Progranunable Logic Controller (PLC) Control System - HDR 40 94 43A UO List - HDR 40 94 43B Existing SCADA Signals - HDR 40 96 50 Computer Network and Human Machine Interface (HMI) System - HDR 40 96 52 Configuration Requirements: Human Machine Interface (HMI) and Reports - HDR 40 97 00 Control Auxiliaries - HDR 40 98 00 Control Panels and Enclosures - HDR 40 99 00 Surge Protection Devices (SPD) for Instrumentation and Control Equipment - HDR DIVISION 43 — PROCESS LIOUID HANDLING, PURIFICATION AND STORAGE EQUIPMENT - REI Section Title 43 12 51 Compressed Air System - REI x Revised February 28, 2013 , u � ' L�J ' � LJ ' ' � .-, ,� �� I � , ' � � ' �J � � ' � � I� r L� , � ' � ' � ' ' ' 1 �� 43 21 13 43 21 14 43 32 56 43 32 56.01 43 32 56.02 43 32 69 43 41 16 43 41 43 Horizontal Axially Split Centrifugal Pumps - REI Vertical Turbine Pumps - REI Reverse Osmosis System - REI Reverse Osmosis Clean In Place Pump - REI Reverse Osmosis Clean In Place System - REI Chemical Feed System - REI Prestressed Circular Concrete Tanks - REI Polyethylene Chemical Storage Tanks - REI DIVISION 44 — POLLUTION CONTROL EOUIPMENT - REI Section Title 44 42 53 Sump Pumps - REI DIVISION 46 — WATER AND WASTEWATER EQLTIPMENT - REI Section Title 46 31 53 Ozone Generation and Feed System - REI 46 31 56 Liquid Oxygen Storage and Feed System - REI 46 31 59 Cleaning Requirements for Oxygen Service - REI 46 41 17 Inline Static Mixer - REI 46 61 21 Iron Treatment System - REI 46 61 53 Cartridge Filters - REI Revised February 28, 2013 xi � � � SECTION 0191 14 EQUIPMENT TESTING AND FACILITIES STARTUP PART 1- GENERAL ' 1.01 A. � � DEFINITIONS Facility: Entire Project, or an agreed-upon portion, including all of its unit processes. B. Functional Test: Test or tests in presence of Engineer and Owner to demonstrate that installed equipment meets manufacturer's installation, calibration, and adjustment requirements and other requirements as specified. C. Performance Test: Test or tests performed after any required functional test in presence of Engineer and Owner to demonstrate and confirm individual equipment meets performance requirements specified in individual sections. � E. Unit Process: As used in this section, a unit process is a portion of the facility that performs a specific process function, such as pump station or electrical building. Facility Performance Demonstration: 1. A demonstration, conducted by Contractor, with assistance of Owner, to , demonstrate and document the performance of the entire operating facility, both manually and automatically (if required), based on criteria developed in conjunction with Owner and as accepted by Engineer. � �_ � 1.02 ' A. � � � � 1.03 A. 2. Such demonstration is for the purposes of (i) verifying to Owner entire facility performs as a whole, and (iij documenting performance characteristics of completed facility for Owner's records. Neither the demonstration nor the evaluation is intended in any way to make performance of a unit process or entire facility the responsibility of Contractor, unless such performance is otherwise specified. SUBMITTALS Informational Submittals: l. 2. 3. 4. Facility Startup and Performance Demonstration Plan. Functional and performance test results. Completed Unit Process Startup Form for each unit process. Completed Facility Performance Demonstration/Certification Form. FACILITY STARTUP AND PERFORMANCE DEMONSTRATION PLAN Develop a written plan, in conjunction with Owner's operations personnel; to include the following: 1. Step-by-step instructions for stariup of each unit process and the complete facility. City of Clearwater WTP No. 2— Contract 4: RO Plant SiteExpansionProjectl0-0039-UT-(D) � �� I'i�� Issued for Bid Revised March 4, 2013 O1 91 14 - 1 2. � Unit Process Startup Form (sample attached), to minimally include the following: a. Description of the unit process, including equipment numbers/nomenclature of each item of equipment and all included devices. b. Detailed procedure for startup of the unit process, including valves to be opened/closed, order of equipment startup, etc. c. Startup requirements for each unit process, including water, power, chemicals, etc. d. Space for evaluation comments. Facility Performance Demonstration/Certification Form (sample attached), to minimally include the following: a. Description of unit processes included in the facility startup. b. Sequence of unit process startup to achieve facility stariup. c. Description of computerized operations, if any, included in the facility. d. Contractor certification facility is capable of performing its intended function(s), including fully automatic operation. e. Signature spaces for Contractor and Engineer. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 GENERAL ' � ' ' �; � �� '� A. Facility Startup Meetings: Schedule to discuss test schedule, test methods, materials, chemicals and liquids required, facilities operations interface, and Owner � involvement. B. Contractor's Testing and Startup Representative: l. Designate and furnish one or more personnel to coordinate and expedite testing and facility startup. � 2. Representative(s) shall be present during startup meetings and shall be � available at all times during testing and startup. C. Provide temporary valves, gauges, piping, test equipment and other materials and � equipment required for testing and startup. D. Provide Subcontractor and equipment manufacturers' staff adequate to prevent delays. Schedule ongoing work so as not to interfere with or delay testing and startup. E. Owner will: 1. Cooperate with Contractor's payment and procurement of the water, power, chemicals, and other items as required for startup, unless otherwise indicated. 2. Will provide and pay for emergency generator fuel. 3. Provide limited operations assistance for Contractors operation of the facilies prior to substantial completion. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �,��,� �� Issued for Bid Revised March 4, 2013 O1 91 14 - 2 � � � � � � � � � � � � � � � 1 � 3.02 EQUIPMENT TESTING A. Preparation: 1. Complete installation before testing. 2. Furnish qualified manufacturers' representatives, when required by individual Specification sections. 3. Obtain and submit from equipment manufacturer's representative when required by individual Specification sections. 4 G� � Equipment Test Report Form: Provide written test report for each item of equipment to be tested, to include the minimum information: a. Owner/Project Name. b. Equipment or item tested. c. Date and time of test. d. Type of test performed (Functional or Performance). e. Test method. f. Test conditions. g. Test results. h. Signature spaces for Contractor and Engineer as witness. Cleaning and Checking: Prior to beginning functional testing: a. Calibrate testing equipment in accordance with manufacturer's instructions. b. Inspect and clean equipment, devices, connected piping, and structures to ensure they are free of foreign material. c. Lubricate equipment in accordance with manufacturer's instructions. d. Turn rotating equipment by hand when possible to confirm that equipment is not bound. e. Open and close valves by hand and operate other devices to check for binding, interference, or improper functioning. f. Check power supply to electric-powered equipment for correct voltage. g. Adjust clearances and torque. h. Test piping for leaks. Ready-to-test determination will be by Engineer based at least on the following: a. Acceptable Operation and Maintenance Data. b. Notification by Contractor of equipment readiness for testing. c. Receipt of Manufacturer's Certificate of Proper Installation, if so specified. d. Adequate completion of work adjacent to, or interfacing with, equipment to be tested. e. Availability and acceptability of manufacturer's representative, when specified, to assist in testing of respective equipment. f. Satisfactory fulfillment of other specified manufacturer's responsibilities. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 O1 91 14 - 3 �. w; - �- � �. : C. 3.03 A. B. C. g. Equipment and electrical tagging complete. h. Delivery of all spare parts and special tools. Functional Testing: 1 2. Conduct as specified in individual Specification sections. Notify Owner and Engineer in writing at least 10 days prior to scheduled date of testing. 3. Prepare Equipment Test Report summarizing test method and results. 4. When, in Engineer's opinion, equipment meets functional requirements specified, such equipment will be accepted for purposes of advancing to performance testing phase, if so required by individual Specification sections. Such acceptance will be evidenced by Engineer/Owner's signature as witness on Equipment Test Report. Performance Testing: l. Conduct as specified in individual Specification sections. 2. Notify Engineer and Owner in writing at least 10 days prior to scheduled date of test. 3. Performance testing sha11 not commence until equipment has been accepted by Engineer as having satisfied functional test requirements specified. 4. Type of fluid, gas, or solid for testing shall be as specified. � � � � � � � 5. Unless otherwise indicated, furnish labor, materials, and supplies for � conducting the test and taking samples and performance measurements. 6. Prepare Equipment Test Report summarizing test method and results. 7. When, in Engineer's opinion, equipment meets performance requirements specified, such equipment will be accepted as to confornung to Contract requirements. Such acceptance will be evidenced by Engineer's signature on Equipment Test Report. STARTUP OF UNIT PROCESSES Prior to unit process startup, equipment within unit process shall be accepted by Engineer as having met functional and performance testing requirements specified. Startup sequencing of unit processes shall be as chosen by Contractor to meet schedule requirements. Make adjustments, repairs, and corrections necessary to complete unit process startup. D. Startup shall be considered complete when, in opinion of Engineer, unit process has operated in manner intended for 5 continuous days without signifcant interruption. This period is in addition to functional or performance test periods specified elsewhere. E. Significant Interruption: May include any of the following events: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � g�� ,�� Issued for Bid Revised March 4, 2013 O1 91 14 - 4 � � � � �J � � ! � � � � � �' � � 1. Failure of Contractor to provide and maintain qualiiied onsite startup personnel as scheduled. 2. Failure to meet specified functional operation for more than 2 consecutive hours. 3 Q Failure of any critical equipment or unit process that is not satisfactorily corrected within 5 hours after failure. Failure of any noncritical equipment or unit process that is not satisfactorily corrected within 8 hours after failure. 5. As determined by Engineer. F. A significant interruption will require startup then in progress to be stopped. After corrections are made, startup test period to start from beginning again. 3.04 FACILITY PERFORMANCE DEMONSTRATION A. When, in the opinion of Engineer, startup of all unit processes has been achieved, sequence each unit process to the point that facility is operational. B. Demonstrate proper operation of required interfaces within and between individual unit processes. C. After facility is operating, complete performance testing of equipment and systems not previously tested. D. Document, as defined in Facility Stariup and Performance Demonstration Plan, the performance of the facility, until all unit processes are operable and under control of computer system. E. Certify, on the Facility Performance Demonstration/Certification Form, that facility is capable of performing its intended function(s), including fully automatic operation. F. Replenish chemical to full levels following Performance Demonstration. ! 3.05 , A. '' � LJ �� SUPPLEMENTS Supplements listed below are a part of this Specification: 1 2. Unit Process Startup Form. Facility Performance Demonstration/Certification Form. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 019114-5 � � �. UNIT PROCESS STARTUP FORM OWNER: PROJECT: Unit Process Description: (Include description and equip�nent number of all equipment und devices): Startup Procedure (Describe procedure for sequential startup and evaluation, including valves to be openedlcloser� order of equipment startup, etc.): Startup Requirements (Water, power, chemicals, etc.): Evaluation City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 O1 91 14 - 6 �» � ' � � � � � r � � � � � � � � � � � FACILITY PERFORMANCE DEMONSTRATION/CERTIFICATION FORM OWNER: PROJECT: Unit Processes Description (List unit processes involved in facility startup): Unit Processes Startup Sequence (Describe sequence for startup, including computerized operations, if any): Contractor Certification that Facility is capable of performing its intended function(s), including fully automatic operation: Contractor: Engineer• _ (Authorized Signature) City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project (10-0039-iJT) 100% Design October 2012 Date: , 20 Date: , 20 END OF SECTION O1 91 14 - 7 �� SECTION 02 4100 DEMOLITION PART1- GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish a111abor, materials, equipment and services necessary to complete monitoring well modification and all demolition work at City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion as shown on the Drawings and as specified herein. 1.02 A. BUILDING DEMOLITION As related to the major upgrades at the City of Clearwater Water Treatment Plant No. 2, unless otherwise directed in the Contract Documents, the Contractor sha11: 1. Provide, erect, and maintain erosion control devices, dust control measures, temporary barriers, and security devices at locations indicated on Construction Plans and as specified in these Specifications. See City of Clearwater Technical Specification (Part IV, Article 56) for additional cleaning and grubbing requirements. 2. Verify structures are unoccupied immediately before demolition. 3. Demolish, remove and properly dispose of all structures indicated, trash, rubbish, roofs, walls, floors, foundations, sidewalks, steps and other improvements associated with the structures from the project site. � 5. Demolish, remove, and properly dispose of downspouts, gutters, storm water conveyances, meter pits and transformer pads. Remove the materials from the demolition site in accordance with federal, state and local regulations. 6. Remove and dispose of appliances and other items that may contain refrigerants in accordance with 40 CFR, Part 82. Appliances and other items that may contain refrigerants include central air conditioners. 7. Remove and legally dispose of inercury-containing materials including fluorescent, high-pressure sodium, mercury vapor, metal halide light bulbs and thermostats containing a liquid filled capsule. Remove and legally dispose of PCB-containing materials include capacitors, ballasts, and transformers where the component is contained within a metal jacket and does not have a specific, legible label stating no PCBs are present. 8. Disconnect and cap all utility services before demolition. City of Clearwater WTP No. 2— Contract 4: RO Plant SiteExpansionProjectl0-0039-UT-(D) � �� 0[�31�� Issued for Bid Revised March 4, 2013 02 41 00 - 1 9. Perform site clearance, grading and restoration. See City of Clearwater Technical Specification (Part IV, Article 56) for additional cleaning and grubbing requirements. 10. Complete the demolition work in accordance with the plans and these technical specifications and any special provisions included in the Contract Documents. 1.03 PROCESS STRUCTURE, PIPING, AND EQUIPMENT DEMOLITION A. As related to the construction at the City of Clearwater Water T'reatment Plant No. 2 Reverse Osmosis Expansion, unless otherwise directed in the Contract Documents, the Contractor shall: 1.04 A. 1. Demolish, remove, and properly dispose of the structures/piping/equipment. 2. The Contractor shall also be responsible for providing the City with any and all paperwork associated with the cleaning, demolition, or disposal of the process structures/piping/equipment that is requested or required for City records. 3. Contractor shall coordinate with the City for the City water crews will remove any water meters or backflow units that may need to be removed during the demolition. PROTECTION OF PROPERTIES Debris and Mud l. The Contractor shall be responsible for removing any demolition debris or mud from any street, alley or right-of-way resulting from the execution of the demolition work. Any cost incurred by City in cleaning up any litter or mud shall be charged to the Contractor and be deducted from the funds due for the work. 2. 3. B. Noise C. Littering of the site shall not be permitted. All waste materials shall be promptly removed from the site. 1. All construction equipment used in conjunction with th.is project shall be in good repair and adequately muffled. The Contractor shall comply with noise pollution ordinances of the City. Dust Control 1. The Contractor shall take appropriate actions to minimize atmospheric pollution. To minimize atmospheric pollution, the Engineer, or his designate representative shall have the authority to require that reasonable precautions be taken to prevent particulate matter from becoming airborne. Such reasonable precautions shall include, but not limited to: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 2 r '_� � � �. � ' � � � � � � � � , � � � � ' ' � D � a. � The use of water or chemical for control of dusts in the demolition of existing buildings or structures, construction operations, the grading of roads, or the clearing of land. Covering, at all times when in motion, open-bodied trucks transporting materials likely to give rise to airborne dusts. Requirements for the Reduction of Fire Hazards Before demolition of any part of any building, the Contractor shall remove a11 volatile or flammable materials, such as gasoline, kerosene, benzene, cleaning fluids, paints or thinners in containers, and similar substances. 2. The Contractor shall be responsible for having and maintaining the correct � type and class of fire extinguisher on site. When a cutting torch or other equipment that might cause a fre is being used, a fire extinguisher shall be placed close at hand for instant use. � LJ � � �� L� � � ,� � � E. F. 3. � No fires of any kind will be permitted in the demolition work area. No material obstructions or debris shall be placed or allowed to accumulate within fifteen feet of any fire hydrants. Hydrants shall be accessible at all times. 5. Debris sha11 not be allowed to accumulate on roofs, floors, or in areas outside of and around any structure being demolished. Excess debris and materials shall be removed from the site as the work progresses. Protection of Public Utilities 1. The Contractor shall not damage existing fire hydrants, street, lights, power poles, telephone poles, fire alann boxes, wire cables, pole guys, underground utilities or other appurtenances in the vicinity of the demolition sites. The Contractor shall pay for temporary relocation of utilities, which are relocated at the Contractor's request for his convenience. The contractor shall coordinate, and pay for if needed, any utility company to stabilize or hold utility poles while the contractor performs underground work in the immediate vicinity of the poles. Protection of Adjacent Property 1. The Contractor shall not damage or cause to be damaged any public right-of- way, structures, parking lots, drives, streets, sidewalks, utilities, lawns or any other property adjacent to project sites for demolition whether or not the property is scheduled for future demolition. The Contractor shall provide such sheeting, bracing, and shoring as required to protect adjacent structures during demolition. Care must also be taken to prevent the spread of dust and flying particles. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 3 �J � �. G. H. 1.05 2. Stop operations immediately if adjacent structures appear to be in danger. Notify Owner or his designated representative immediately. Do not resume operations until directed by Owner or his designated representative. 3. Obtain written pernussion from adjacent property owners when demolition equipment will traverse, infringe upon, or limit access to their property. Site Security 1. The City assumes no responsibility for loss, theft, or damage to the work, tools, equipment, and construction. In the instance of any such loss, theft, or damage, the Contractor shall be responsible to renew, restore, replace or remedy the work, tools, equipment, and construction without additional costs to City. 2. The Contractor, at his own cost, may provide watchmen services and other means of site security. 3. Site parked equipment, operable machinery, and hazardous parts of the work in progress subject to mischief and accidental operation, shall be inaccessible, locked, or otherwise made inoperable when left unattended. Measurements 1. Any measurements, scales and indication of volumes of materials referenced within these Specifications, plans, or pictorials are provided only as a demonstration of work to be provided by the Contractor. It is the Contractor's responsibility to field verify any and all measurements necessary for the formulation of his bid. RISK LOSS A. The Contractor shall accept the site in its present condition and sha11 inspect the site for its character and the type of structures to be demolished. City assumes no responsibility for the condition of existing buildings, structures, and other property within the demolition area, or the condition of the properly before or after the solicitation of proposals. No adjustment of proposal price or allowance for any change in conditions that may occur after the execution of contract will be allowed. 1.06 VACATING OF BUILDINGS/STRUCTURES A. The building demolition area shall be released to the Contractor upon completion oi the operations building modifications and operations personnel have vacated the buildings. Process equipmentJstructures to be demolished shall be released to the Contractor at the Pre-Construction meeting. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 4 _ ,� � �a,�� . � � 1.07 PERMITS AND FEES A. The Contractor shall obtain all the necessary permits and pay all permit fees that may � be required by City, the State of Florida, or any utility having jurisdiction in conjunction with the demolition work. � � � � � 1.08 MEASUREMENT AND PAYMENT A. The Contractor shall provide and pay for all materials, labor, tools, equipment, transportation, temporary construction, charges levies, fees, pernuts and other expenses necessary, as may be required, to complete this work in accordance with the plans and specifications. B. The Contractor shall be paid the lump sum price for demolition of each building as established by the Schedule of Values and as approved by City and the Engineer and this payment will be full compensation for removal of buildings, building materials, contents of buildings, appliances, trash, rubbish, asphalt material, walls, foundations, electrics, sidewalks, steps, driveways, monitoring well modifications and stormwater pipes and structures from the site; finish grading of disturbed areas and placing and removing safety fencing. C. The Contractor shall be paid the lump sum price for demolition of each process equipment/structure as established by the Schedule of Values and as approved by City and the Engineer and this payment will be full compensation for removal of the equipmentlstructures. PART 2- PART 2 PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 DEMOLITION SCHEDULE A. The Contractor shall be responsible for providing the Owner, or his designated representative, with a minimum of three (3) weeks advance notifcation prior to beginning the execution of demolition of any structure. All demolition work shall be approved by the City in writing prior to initiating work. All facilities designated as required for operation of the existing water plant may not be allowed until the new facilities are in substantial operation, as deternuned by the City. � 3.02 A. � � �� SALVAGE OF DEMOLITION MATERIALS The Contractor shall be allowed to salvage demolition materials only from property owned by City. B. The Contractor may recycle demolition debris at a licensed or permitted recycling center; however, all other debris must be disposed of at a licensed or permitted disposal facility. City of Clearwater WTP No. 2— Contract 4: RO Plant Site ExpansionProject 10-0039-UT-(D) � �� C�t�Ci'�!'.�°��H�� Issued for Bid Revised March 4, 2013 02 41 00 - 5 � � C. All buildings, building materials, and equipment resulting frorn this demolition and � salvage work shall become the property of the Contractor, and shall be removed from the premises at once. The City reserves the right to remove salvage items for use by � City. These items shall be removed by the City prior to the issuance of the Notice to Proceed. 3.03 A. : DEMOLITION AND REMOVALS Building Structures 1. No wall or part thereof shall be permitted to fall outwardly from any building except through chutes or by other controlled means or methods, which will ensure safety and minimize dust, noise and other insurance. 2. Any part of the building, whether structural, collateral, or accessory, which has become unstable through removal of other parts, shall be removed as soon as practicable and no such unstable part shall be left free-standing or inadequately braced against all reasonably possible causes of collapse at the end of the any day's work. 3. All masonry, wooden, or steel under-floor structures, footings, and foundations shall be completely removed from the site. 'I'he under-floor areas are to be inspected and approved by the Engineer, or his designated representative before backfilling, if required, is started. The Contractor shall ensure that no under-floor excavation will remain open and exposed for more than 24 hours. The Contractor shall contact the Engineer, or his designated representative to schedule this inspection. Failure to do so may result in re- excavation of the under-floor areas at the Contractor's expense. Non-Building Structures and Process Equipment 1. The Contractor shall remove all equipment, piping, electrics, mechanical equipment, concrete slabs, asphalt, surface obstructions, masonry, slabs and appurtenances. 2. Retaining walls or curbs near the perimeter of project areas shall be removed as indicated. The Contractor shall employ hand labor or other suitable tools and equipment necessary to complete the work without damage to adjacent property. Where such retaining walls or curbs are removed, the embankment shall be graded to a slope of not greater than 3:1 horizontal:vertical or as directed by the Owner, or his designated representative, or as detailed on the Construction Plans. The cost of any tree or brush removal due to building demolition or the removal and grading out of retaining walls shall be considered incidental and sha11 be included in the lump sum bid for demolition. 3. Fences, guardrails, signs, and similar structures shall be completely removed from the site by the Contractor. All posts and footers for support shall be pulled out or dug up so as to be entirely removed. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� p�� Issued for Bid Revised March 4, 2013 02 41 00 - 6 � �� L_� � � � � � � � � � 4. All fence posts reinforcing bars, anchor bolts, railings and all other partly buried items protruding from the ground shall be removed. The remaining void shall be filled with soil and compacted. 5. The Contractor shall remove only trees identified for removal to facilitate building demolition. Coordinate tree and shrubbery removal with the Engineer, or his designated representative. The Contractor shall protect all vegetation not removed from damage by the demolition operation. In the event that the Contractor damages vegetation without appropriate approvals, it sha11 be repaired or removed by the Contractor at his expense as directed by the Construction Manger, or his designated representative. 6. Grease Traps shall be pumped out by a licensed company and shall be demolished and removed from the site. The excavation or pit shall be backfilled and compacted in accordance with these specifications. 7. Meter pits shall be demolished and removed. The excavations shall be backfilled and compacted in accordance with these specifications. 3.04 DISPOSAL OF DEMOLITION DEBRIS AND SOLID WASTE A. All materials, rubbish, and trash shall be removed from the demolition area leaving the under-floor and demolition area free of debris. Any cost incurred by the City in cleaning up such materials and debris left behind shall be deducted from funds due the Contractor under this contract. B. All debris and solid waste shall be delivered by the Contractor to an approved disposal facility licensed in accordance with state and/or local regulations, laws, and zoning. The Contractor shall be responsible to pay all fees for waste disposal. The Contractor shall submit to the Owner, or his designated representative copies of all disposal tickets for each structure demolished, where available, which identify the specific address of the origin of the debris associated with each ticket. The cost of all fees shall be considered incidental to the demolition. C. All debris and solid waste associated with process equipment or structures shall be cleaned and disposed of in accordance with federal and FDEP regulations. D. Buildings to be demolished under this contract have been comprehensively surveyed far asbestos-containing materials and lead paint with none identified. If any material suspected of containing asbestos or lead paint is discovered on City owned properiy during demolition, the Contractor shall cease work and notify the City, or its designated representative, and the asbestos shall be removed by a licensed Asbestos Abatement Contractor under a separate contract executed by City. E. The handling of Freon-containing appliances is subject to all applicable state and federal mandates and regulations. The Contractor shall be responsible for the identification, removal, and disposal of the material in accordance with applicable regulations. All costs associated with said removal and disposal shall be considered incidental and shall be included in the lump sum bid for demolition. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 7 � � lJ F. The handling of any fluorescent lighting fixtures and ballasts containing PCB or � mercury is subject to all applicable state and federal mandates and regulations. The Contractor shall be responsible for the removal and disposal of the material in � accordance with applicable regulations. All costs associated with said removal and disposal shall be considered incidental and shall be included in the lump sum bid for demolition. ,i� 3.05 BACKFILL, GRADING, AND CLEAN UP A. When site conditions permit, as determined by the Owner, or his designated representative, on-site soil shall be used as backfill material. The top 9-12 inches of topsoil within the limits of construction may be stripped and stockpiled on site for use as final topsoil and grading material. If adequate topsoil, as defined by City Specifications, is not available on site, the Contractor shall bring in enough topsoil from off-site to place a minimum 8-inch cover on the entire site. Excess excavation materials shall be removed from the site. Topsoil material sha11 not be permitted as deep fill materials. Any borrow or fill material shall be approved by the Owner, or his designated representative before and during the placing of the material. All depressions on the properiy shall be filled, compacted, and graded to uniform slope with adequate drainage. � � � B. All excavations shall be backiilled with acceptable material in :horizontal layers and compacted according to the requirements the City Specifications„ � C. All additional fill material shall be of equal quality to the soil adjacent to the excavation, and free of rubble and organic matter. The Contractor shall provide for a minimum depth of 8 inches of topsoil over the excavated area. There shall be no payment for additional fill material, which shall be considered incidental to the demolition bid price. Additional fill material shall be acceptable fill material that meets the requirements of the City Specifications. D. The Contractor shall employ hand labor where the use of power machinery is unsafe or unable to produce a fmished job. Hand labor shall also be used to clean the site of any debris. E. The site shall be graded to conform to all surrounding areas and shall be finished to have a uniform surface that shall not permit pooling of water. The Contractor shall grade and shape the site to drain; complete fine grading and final clean up as part of the lump sum for demolition. F. Before acceptance of the demolition work, the Contractor shall remove all unused material and rubbish from the site of the work, remedy any objectionable conditions the Contractor may have created on private property, and leave the right-of-way in a neat and presentable condition. The Contractor shall not make agreements that allow salvaged or unused material to remain on private property. All ground occupied by the Contractor in connection with the work shall be restored. Restoration shall include appropriate smoothing to its original condition. Final cleaning up shall be City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��;�� 0{��, Issued for Bid Revised March 4, 2013 02 41 00 - 8 � � � � � � � � � subject to approval of the Owner, or his designated representative, and in accordance with applicable regulations. 3.06 SANITARY SEWER AND WATER SERVICE DISCONNECTIONS A. All water services and stubs within the demolition work shall be disconnected in � conformance with City Standards, by a licensed plumber, and inspected and approved by the Engineer, or his designated representative. � 3.07 A. � 3.08 A. � � � � i � �1 � � , ELECTRIC AND GAS UTILITY DISCONNECTIONS The Contractor will coordinate utility disconnections with the utility companies. SAFETY AND FENCING The Contractor sha11 comply with all applicable current federal, state and local safety and health regulations. B. The Contractor shall furnish and place a safety fence around the site of the work adequate to secure the demolition site, including any resulting debris or excavation, and to prevent pedestrian access. The fencing, including all materials, shall be considered incidental to the demolition. The safety fence shall remain in place until the demolished materials are removed from the site and all holes or excavated areas are backfilled. The fencing material shall remain the property of the Contractor. 3.09 DAILY CLEAN-UP OF RIGHT-OF-WAY AND PRIVATE PROPERTY A. At the end of each workday, the Contractor sha11 clean sidewalks, streets, and the City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion site of any debris caused by the demolition operation. 3.10 MONITORING WELL COVER AND CONCRETE PAD A. Upon completion of the site earthwork, the Contractor sha11 remove the existing 14- inch casing at land surface and construct a six-foot by six-foot by eight-inches thick concrete pad with an eight-inch diameter steel protective casing installed around the six-inch diameter PVC casing. The protective casing shall be finished with a blind flange and flange cover with two threaded access ports (a 1-inch and a 0.5 inch port). Verify existing grade prior to installation or fabrication.The top of the flange shall be at elevation 52.5 feet NGVD, as determined by a licensed surveyor, to provide for 3 foot above ground casing. The final well head is shown on Figure 7 below. A concrete-filled steel bollard (Adapt Drg C 15 Detail7) shall be installed at each corner of the pad. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 9 � � � � c � • +� � �...� . �� - � a. � • � . �ast SHe Co�structlan �anri Surfasx Leg�end � Neat Cerra�r�f a�r�;HOt �nsra�ti � �t} � � � � Proposed � s— �langs Gc�ver Proposed � Elevatlon 52,5 ft h1V�D Existin � 9 �.-- 6" Dlameter Sch 4p PV�C Casin,g � Proposed $" DI�rTret�r St�el � � Protective casing Proposed 6'x6'x8"w/#5@12" � � Concrete Pad ..Q• .;: . . �— � � -�� . �:: � � � �s�;� � ��„��; x � � , � �>: � � � �� k. �� . � ��° � �,.' �.� .. � �,� � ��`�� 'a� � �� ; � � �� r ��.;_ . q� � CII'i` f)F CLE.ARIL'A'�"ER ._. � �. �. IEGG� t:LA55 I I'^il�tTiO?� w`L•LL � TG�H13I�CAL SPG4iFICAT[OMS , Ei79�p4 79 p Mq?�iE7YJRPiG iNECL �`°' u�: t u�anert��a��te END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 10 BRA.Si?E�sitS�Gik.AifAA�,TNC. crtace�: ater A �Yr'oscxrd Finamnnmeri F��ngiisrr4�y 3m�+?=4 pre�Pimrif?liK,ePZa% CiF?% iqh. iQ67 � Daic M�l�• Htiqbwzy —S�an IQS T�sryra,.FL�33616 F'�`i�� . z��a, su+.�,s�:' � � �, �� S�E:;�� , SECTION 03 40 00 PRECAST AND PRESTRESSED CONCRETE BUILDING PART1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Design and fabrication of self-framing precast and prestressed concrete building system including: a. Wall panels, uninsulated. b. Double-tee units. c. Hollow-core units. d. Columns and beams. e. Lintels. B. Related Specification Sections include but are not necessarily limited to: 1. Division 1- General Requirements. 2. 3. 4. Section 03 15 00 — Concrete Accessories Section 03 20 00 — Concrete Reinforcement. Section 03 30 00 — Cast-in-place Concrete. 1.02 QUALITY AS SURANCE A. Referenced Standards: 1 2 American Concrete Institute (ACI): a. 318, Building Code Requirements for Structural Concrete. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A108, Standard Specification for Steel Bars, Carbon, Cold Finished, Standard Quality. c. A123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. d. A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. e. A416, Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete. f. A1064, Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement. g. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project— 10-0039-UT-(D) Issued for Bid 03 40 00 - 1 Revised March 4, 2013 �� I ONE C4MP.PI.NY Jj` Muny Salr�tions� 3 4 5 h. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. i. C33, Standard Specification for Concrete Aggregates. j. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. k. C138, Standard Test Method of Test for Density (Unit Weight, Yield, and Air Content (Gravimetric) of Concrete. 1. C143, Standard Test Method for Slump of Hydraulic Cement Concrete. m. C150, Standard Specification for Portland Cement. n. C 172, Standard Practice for Sampling Freshly Mixed Concrete. o. C 173, Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. p. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. q. D2240, Standard Test Method for Rubber Property - Durometer Hardness. American Welding Society (AWS): a. A5.1, Standard Specification for Carbon Steel Electrodes for Shielded Meta1 Arc Welding. b. A5.5, Standard Specification for Low-Alloy Steel Covered Arc-Welding Electrodes. c. D1.1, Structural Welding Code Steel. d. D1.4, Structural Welding Code Reinforcing Steel. Occupational Safety and Health Administration (OSHA). Prestressed Concrete Institute (PCI): a. MNL-116, Manual for Quality Control for Plants and Production of Precast Prestressed Concrete Products. b. MNL-117, Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products. c. PCI Design Handbook - Precast and Prestressed Concrete. 6. Building code: a. International Code Conference (ICC): i. Florida State Building Code and associated standards, 2010 Edition including all amendments, referred to herein as Building Code. B. Qualifications: 1. Provide precast and prestressed concrete units produced by an active member of PCI. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 2 Revised March 4, 2013 � � �[_'r� I ONE CQMPANY � � . Muny Sol�tions* r � ' � � L_, �� LJ � i � � � �� ' 1.03 A. : 2. 3. Q Plant to be certified by the PrecastJPrestressed Concrete Institute, Plant Certification Program : a. Certification Code A1: Architectural Units. b. Certification Code C3A: Prestressed Straight Strand Structural Members with an Architectural Finish. c. Certification Code C4A: Prestressed Deflected Strand Structural Members with an Architectural Finish. d. Plant shall have been certified within past year from bid date. Provide units manufactured by plant which has regularly and continuously engaged in manufacture of units of same type as those required for a minimum of 10 years. Assure manufacturer's testing facilities meet requirements PCI MNL- 116 or PCI MNL-117 as applicable. 5. Engineer for all precast or prestressed members: Professional Engineer licensed in the State of Florida. a. Engineer to have minimum five (5) years experience in design of precast and prestressed members with scope similar to this Proj ect. 6. Welding operators and processes to be qualified in accordance with: a. AWS D1.1 for welding steel shapes and plates. b. AWS D1.4 for welding reinforcing bars. 7. Welding operators to have passed qualification tests for type of welding required during the previous 12 months prior to commencement of welding. 8. Erector shall have minimum of 10 years experience in erection of precast units similar to units required. DEFINITIONS Galvanizing: l. Hot-dip galvanizing per ASTM A123 or ASTM A153 with minimum coating of 2.0 OZ of zinc per square foot of inetal (average of specimens) unless noted otherwise or dictated by standard. Architectural Concrete Surfaces: 1. Concrete that will be permanently exposed to view and therefore requiring special care in the selection of materials, placing and fmishing to obtain the desired appearance, includes but is not limited to: a. Exterior and interior faces of exterior wall panels. b. Interior wall panels. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 3 Revised March 4, 2013 3E:�� ONE C{3MPANY . .n��y s�t��;a�s� 1.04 A. 1.05 A. � I' �_� c. Interior faces of structural precast members. i. May include columns, beams, roof tees, hollow core � slabs, and lintels. SYSTEM DESCRIPTION Buildings shall be self-framing type with vertical walls and monoslope roofs. SUBMITTALS Shop Drawings: 1. See Specification Section O1 33 00 for requirements for the mechanics and administration of the submittal process. 2. Product technical data including: a. Acknowledgement that products submitted rneet requirements of standards referenced. b. Manufacturer's installation instructions. c. Sizes, types and manufacturer of bearing pads. d. Hardware to be utilized to support suspended �ppurtenances. 3. General: a. Prior to submittal to the Engineer for review and action, all Shop Drawings shall be processed by the Contractor, the electrical subcontractor and any other subcontractors having work that impacts the fabrication of the precast members. i. Provide certification letter as cover sheet to each submittal confirming that all impacted trades have reviewed the submittal and coordinated any work associated with the precast fabrication. b. All Drawings, including erection Drawings, certifications and calculations shall be sealed and signed by a professional Structural or Civil Engineer registered in the State of Florida. i. Provide certification stating calculations provided have been prepared specifically for this Project and that they match and pertain to the Shop Drawin�s provided. ii. Provide a summary document as part of the above certification listing the design criteria used for precast design including: I. Appropriate codes and standards. II. Snow loads. III. Live loads. IV. Wind loads. V. Seismic loads. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 4 Revised March 4, 2013 � � � � � � � � � � 'j[�t� � ONE COMPANY � �� M�ny Salutionsti , � , � � � � � � � � � � � � � VI. Equipment loads. 4. Drawings: a. Drawings for all precast units, their connections and supports showing: i. Plan view with column lines of all floor and roof precast members showing: I. Arrangement of units, member location, member size, connections and supports. II. Location of columns, pilasters and supporting wall members. III. Size and location of all openings. IV. Size, number, and locations of all embedded metal items and connections. V. Required concrete strengths. VI. Estimated cambers and deflections. VII. Identification of each unit using same standard marking numbers as used to mark actual units. a) Mark numbers shall be unique for all members supplied under this Contract. VIII. Minimum plan scale: 1/8 IN = 1 FT. ii. Elevation view with column lines of all precast walls showing: I. Arrangement of wall panels, columns, pilasters, member location, member size, connections and support locations. II. Details of special design or shapes, lifting and erection embedments (both temporary and permanent). III. Estimated cambers and deflections for wall panels. IV. Methods of storage and handling architectural wall panels. V. Size and location of openings. VI. Size, number, and locations of embedded items and connections. VII. Required concrete strengths. VIII. Identification of each unit using same standard marking numbers as used to mark actual units. a) Mark nuxnbers shall be unique for all members supplied under this Contract. IX. Minimum elevation scale: 1/8 IN = 1 FT. X. Minimum detail scale: 1-1 /2 IN = 1 FT. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 5 Revised March 4, 2013 1[_'""�'',� I QNE COMPANY JC �.i..1 Mun,y sotu�sons� iii. 5. Calculations: XI. Minimum individual panel elevation scale: 1/4 IN = 1 FT. Connection details: I. Minimum detail scale: 1-1/2 IN = 1 FT. II. Summary report of precast loads and reactions to foundations or other supporting elements. a) Submit service level reactions for individual base loads (i.e. dead load, live load, wind load, seismic load, etc.). b) Submit load combinations. III. Method proposed for grouting concealed connections and for repairing damage to panels as a result of erection or construction activities. a. Provide calculations for a11 members and connections. b. Perform calculations using the dead load of the members plus the superimposed uniform and concentrated loads shown on the Drawings and indicated in this Specification Section. i. Indicate the following: I. Design for maximum moment, maximum shear and maximum torsion, compression and tension. II. Final top and bottom flexural stresses resulting from the stresses due to maximum moment and prestress force. III. Ultimate moment capacity. IV. Final top and bottom flexural stresses, ultimate moment capacity, and ultimate shear capacity, if affected, for members with reduced cross sections due to openings or penetrations. V. When required on Drawings, a check for no tension in top and bottom of inembers due to prestress force and member dead load plus superimposed loads indicated on Drawings and in this Specification Section. VI. Column design and load bearing panel design for m�imum axial load and m�imum moment. VII. Connection design for each support point for each precast member. a) Include design for all items through the connection load path including embedded portion in precast member, embedded portion in City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 6 Revised March 4, 2013 � ' � � � � �_J � � � � � � "�[�L� I ONE CQMPANY � .�� .. Many Salutians� � `I .J � � � � � � � � �J � � � �I L� �l � : C. 6. 7. 8. c. supporting structure and any connection bolts, welds or other miscellaneous pieces required for proper design but not shown on the Drawings. Calculations will not be reviewed and are submitted for record purposes only. Concrete mix design(s) including submittal information defined in Specification Section 03 30 00. Copies of source quality control tests, including compressive strength and air content. Certifications: a. Certification that fabricator's plant complies with PCI Manual referenced. b. Welder and welding process certification. c. Certification of erector qualifications. d. Certification from precast manufacturer for each field-drilled hole in precast double tee stem. Samples: 1. Before fabrication: �� Four (4) sets of three (3) 12 x 12 x 2 IN samples of precast concrete for each type of specified fmish and color showing color and texture range to be expected for Engineer's review and approvaL Label samples to indicate name of Project, fabricator, type, color and source of cement and aggregate, the type of finish and the date the sample was made. i. One (1) set of approved samples will be returned to the precast manufacturer, two (2) sets will be kept at Engineers office and one (1) set will be kept at the Project site for comparison to full sized sample. 2. Full-sized samples: a. After approval of small samples, fabricate and deliver to site one (1) full-size sample of each style of precast unit. b. After Engineer's review and approval, samples may be incorporated in the work and serve as standard of comparison for other units. Miscellaneous Submittals: 1. See Specification Section O1 33 00 for requirements for the mechanics and administration of the submittal process. City of Clearwater WTP No. 2— Contract 4:R0 Plant 1C:;� I ONE COMPANY Site Expansion Project — 10-0039-UT-(D) j[ � Muny ,Soluti ans� Issued for Bid 03 40 00 - 7 Revised March 4, 2013 2. Shop Fabrication Drawings: a. b. c. d. PART 2 - PRODUCTS 2.01 A. 2.02 A. After successful processing of Shop Drawings, provide, on a compact disc or DVD, detailed shop fabrication drawings showing the actual fabrication details for each precast member provided for the proj ect. Assure the identification number used for each constructed element is consistent with all Shop Drawing submittal information. Indicate size, configuration, location and quantity of reinforcing bars and prestressing strands. Document initial prestress forces. ACCEPTABLE MANUFACTURERS Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Headed studs and deformed bar anchors: a. Nelson Stud Welding Div., TRW, Inc. b. KSM Division, Omark Industries. 2. Bearing pads: a. JVI, Inc. 3. Integral water repellent: a. Grace Construction Products. MATERIALS Embedded Steel Plates and Shapes: l. Steel: ASTM A36. a. Galvanized, ASTM A123, minimum 2.0 OZ, zinc per square foot of inetal surface. B. Bearing Pads: 1. Random, Fiber-Reinforced Elastomeric Pads. 2. Preformed, randomly oriented synthetic fibers set in elastomer. 3. Shore A hardness: 70 to 90 per ASTM D2240. 4. Capable of supporting a compressive stress of 3000 psi with no cracking, splitting or delaminating in the internal portions of the pad. 5. Similar to "Masticord" as manufactured by JVI, Inc. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 8 Revised March 4, 2013 1[�'� � ONE C�MPANY � �� Muny Solutianx* � � � � subject to approval of the Owner, or his designated representative, and in accordance with applicable regulations. � 3.06 SANITARY SEWER AND WATER SERVICE DISCONNECTIONS A. All water services and stubs within the demolition work shall be disconnected in � conformance with City Standards, by a licensed plumber, and inspected and approved by the Engineer, or his designated representative. � 3.07 A. � 3.08 A. � � � �� C� � � ' ELECTRIC AND GAS UTILITY DISCONNECTIONS The Contractor will coordinate utility disconnections with the utility companies. SAFETY AND FENCING The Contractor sha11 comply with all applicable current federal, state and local safety and health regulations. B. The Contractor shall furnish and place a safety fence around the site of the work adequate to secure the demolition site, including any resulting debris or excavation, and to prevent pedestrian access. The fencing, including all materials, shall be considered incidental to the demolition. The safety fence shall remain in place until the demolished materials are removed from the site and all holes or excavated areas are backfilled. The fencing material shall remain the property of the Contractor. 3.09 DAILY CLEAN-UP OF RIGHT-OF-WAY AND PRIVATE PROPERTY A. At the end of each workday, the Contractor shall clean sidewalks, streets, and the City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion site of any debris caused by the demolition operation. 3.10 MONITORING WELL COVER AND CONCRETE PAD A. Upon completion of the site earthwork, the Contractor shall remove the existing 14- inch casing at land surface and construct a six-foot by six-foot by eight-inches thick concrete pad with an eight-inch diameter steel protective casing installed around the six-inch diameter PVC casing. The protective casing shall be fmished with a blind flange and flange cover with two threaded access ports (a 1-inch and a 0.5 inch port). Verify existing grade prior to installation or fabrication.The top of the flange shall be at elevation 52.5 feet NGVD, as determined by a licensed surveyor, to provide for 3 foot above ground casing. The final well head is shown on Figure 7 below. A concrete-filled steel bollard (Adapt Drg C 15 Detail7) shall be installed at each corner of the pad. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 9 � � � � CY? � lt? LC} s ' ' � � • �+• • '..° ' . - ,f ��.. �ro8i .si� constrsietksn �nf! 8tllf8Cd LeQend � IVeat Cesr�nt ncnr�:NVr r�sc.�:.� i ■ y . ` .I:sf! � , � �� 44 J= -:...,.� �.�4.......�r,. — END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 02 41 00 - 10 � � � Proposed � ,.— �lange Gcaver Proposed t� ElevatMon 52.5 fE MlGO Existing � �,..— 6" �lameter Sch 4A PVC Casi�g � Proposed 8" [}larrtet�sr Stisel � � Protac#I++e C�sing Proposed ,,,,.: 6' x 6' x 8" w/# 5@ 12" � Concrete Pad • i.d � ; � . � Existing � �a^ O.o., .3�5 Wall RAI� S6eel Surfatae t�l�p � to 85' F�rlstlsap � t.�d 5a�[�e � n�nxw: ron � B[lASREAiLS 6u GRAHAM. RvC, L��; � •Wr�eu.: � � .' �Ssf9x4 pr�at Pa n'rt4k7uu P,al &�57�;. iN1. 'Yf4t� � €icle AffiI�y 7feg4w�ay -Suiee 2iK 'I�s. FL 33618 . . � � . t� vt�as.r� � � � ��i�� 1�� , SECTION 03 40 00 PRECAST AND PRESTRESSED CONCRETE BUILDING PART 1- GENERAL 1.01 A. I: 1.02 A. SUMMARY Section Includes: 1. Design and fabrication of self-framing precast and prestressed concrete building system including: a. Wall panels, uninsulated. b. Double-tee units. c. Hollow-core units. d. Columns and beams. e. Lintels. Related Specification Sections include but are not necessarily limited to: 1. Division 1- General Requirements. 2. Section 03 15 00 — Concrete Accessories 3. Section 03 20 00 — Concrete Reinforcement. 4. Section 03 30 00 — Cast-in-place Concrete. QUALITY ASSURANCE Referenced Standards: 1. American Concrete Institute (ACI): a. 318, Building Code Requirements for Structural Concrete. 2. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A108, Standard Specification for Steel Bars, Carbon, Cold Finished, Standard Quality. c. A123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. d. A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. e. A416, Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete. f. A1064, Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement. g. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 1 Revised March 4, 2013 "j[:�� 4NB COMP�4.NY �[ � Muny Solutions� h. i. J• k. 1. m. n. o. P• q• C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. C33, Standard Specification for Concrete Aggregates. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. C138, Standard Test Method of Test for Density (LTnit Weight, Yield, and Air Content (Gravimetric) of Concrete. C 143, Standard Test Method for Slump of Hydraulic Cement Concrete. C 150, Standard Specification for Portland Cement. C 172, Standard Practice for Sampling Freshly Mixed Concrete. C 173, Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. D2240, Standard Test Method for Rubber Property - Durometer Hardness. 3. American Welding Society (AWS): a. A5.1, Standard Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding. b. A5.5, Standard Specification for Low-Alloy Steel Covered Arc-Welding Electrodes. c. D1.1, Structural Welding Code Steel. d. D 1.4, Structural Welding Code Reinforcing Steel. 4. Occupational Safety and Health Administration (OSHA). 5. Prestressed Concrete Institute (PCI): a. MNL-116, Manual for Quality Control for Plants Production of Precast Prestressed Concrete Products. b. MNL-117, Manual for Quality Control for Plants Production of Architectural Precast Concrete Products. c. PCI Design Handbook - Precast and Prestressed Concrete. and and 6. Building code: a. International Code Conference (ICC): i. Florida State Building Code and assaciated standards, 2010 Edition including all amendments, referred to herein as Building Code. B. Qualifications: 1. Provide precast and prestressed concrete units produced by an active member of PCL City of Clearwater WTP No. 2— Contract 4:R0 Plant 1[_;� � flNE COMPRNY Site Expansion Project— 10-0039-UT-(D) �[ � M,any Selutions� Issued for Bid 03 40 00 - 2 Revised March 4, 2013 � ' � � � � � �� i � � LJ �� ' 1.03 A. : 2. 3 4. Plant to be certified by the Precast/Prestressed Concrete Institute, Plant Certification Program : a. Certification Code Al: Architectural Units. b. Certification Code C3A: Prestressed Straight Strand Structural Members with an Architectural Finish. c. Certification Code C4A: Prestressed Deflected Strand Structural Members with an Architectural Finish. d. Plant shall have been certified within past year from bid date. Provide units manufactured by plant which has regularly and continuously engaged in manufacture of units of same type as those required for a minimum of 10 years. Assure manufacturer's testing facilities meet requirements PCI MNL- 116 or PCI MNL-117 as applicable. 5. Engineer for all precast or prestressed members: Professional Engineer licensed in the State of Florida. a. Engineer to have minimum five (5) years experience in design of precast and prestressed members with scope similar to this Project. 6. Welding operators and processes to be qualified in accordance with: a. AWS Dl.l for welding steel shapes and plates. b. AWS D1.4 for welding reinforcing bars. 7. Welding operators to have passed qualification tests for type of welding required during the previous 12 months prior to commencement of welding. 8. Erector shall have minimum of 10 years experience in erection of precast units similar to units required. DEFINITIONS Galvanizing: 1. Hot-dip galvanizing per ASTM A123 or ASTM A153 with minimum coating of 2.0 OZ of zinc per square foot of inetal (average of specimens) unless noted otherwise or dictated by standard. Architectural Concrete Surfaces: 1. Concrete that will be permanently exposed to view and therefore requiring special care in the selection of materials, placing and finishing to obtain the desired appearance, includes but is not limited to: a. Exterior and interior faces of exterior wa11 panels. b. Interior wall panels. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 3 Revised March 4, 2013 �E�� ONE COMP1►.NY .. Many Solutions� 1.04 A. 1.05 A. � � c. Interior faces of structural precast members. i. May include columns, beams, roof tees, hollow core � slabs, and lintels. SYSTEM DESCRIPTION Buildings shall be self-framing type with vertical walls and monoslope roofs. SUBMITTALS Shop Drawings: l. See Specification Section O1 33 00 for requirements for the mechanics and administration of the submittal process. 2. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Sizes, types and manufacturer of bearing pads. d. Hardware to be utilized to support suspended appurtenances. 3. General: a. Prior to submittal to the Engineer for review and action, all Shop Drawings shall be processed by the Contractor, the electrical subcontractor and any other subcontractors having work that impacts the fabrication of the precast members. i. Provide certification letter as cover sheet to each submittal confirming that all impacted trades have reviewed the submittal and coordinated any work associated with the precast fabrication. b. All Drawings, including erection Drawings, certifications and calculations shall be sealed and signed by a professional Structural or Civil Engineer registered in the State of Florida. i. Provide certification stating calculations provided have been prepared specifically for this Project and that they match and pertain to the Shop Drawings provided. ii. Provide a summary document as part of the above certification listing the design criteria used for precast design including: I. Appropriate codes and standards. II. Snow loads. IIl. Live loads. IV. Wind loads. V. Seismic loads. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 4 Revised March 4, 2013 � � � � � � � "j[_,"� � ONE CUMPAtdY � �E '„��./�� Many Salutians� , � ' � � � � � �J � � � LJ � � � � � VI. Equipment loads. 4. Drawings: a. Drawings for all precast units, their connections and supports showing: i. Plan view with column lines of all floor and roof precast members showing: I. Arrangement of units, member location, member size, connections and supports. II. Location of columns, pilasters and supporting wall members. IIl. Size and location of all openings. IV. Size, number, and locations of a11 embedded metal items and connections. V. Required concrete strengths. VI. Estimated cambers and deflections. VII. Identification of each unit using same standard marking numbers as used to mark actual units. a) Mark numbers shall be unique for all members supplied under this Contract. VIII. Minimum plan scale: 1/8 IN = 1 FT. ii. Elevation view with column lines of all precast walls showing: I. Arrangement of wall panels, columns, pilasters, member location, member size, connections and support locations. II. Details of special design or shapes, lifting and erection embedments (both temporary and permanent). III. Estimated cambers and deflections for wall panels. IV. Methods of storage and handling architectural wall panels. V. Size and location of openings. VI. Size, number, and locations of embedded items and connections. VII. Required concrete strengths. VIII. Identification of each unit using same standard marking numbers as used to mark actual units. a) Mark numbers shall be unique for all members supplied under this Contract. IX. Minimum elevation scale: 1/8 IN = 1 FT. X. Minimum detail scale: 1-1 /2 IN = 1 FT. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 5 Revised March 4, 2013 "jE_'� I ONE COMPANY J .. Manp so[utian:� iii. 5. Calculations: XI. Minimum individual panel elevation scale: 1/4 IN = 1 FT. Connection details: I. Minimum detail scale: 1-1/2 IN = 1 FT. II. Summary report of precast loads and reactions to foundations or other supporting elements. a) Submit service level reactions for individual base loads (i.e. dead load, live load, wind load, seismic load, etc.). b) Submit load combinations. III. Method proposed for grouting concealed connections and for repairing damage to panels as a result of erection or construction activities. a. Provide calculations for all members and connections. b. Perform calculations using the dead load of the members plus the superimposed uniform and concentrated loads shown on the Drawings and indicated in this Specification Section. Indicate the following: I. Design for maximum moment, maximum shear and maximum torsion, compression and tension. II. Final top and bottom flexural stresses resulting from the stresses due to maximum moment and prestress force. III. Ultimate moment capacity. IV. Final top and bottom flexural stresses, ultimate moment capacity, and ultimate shear capacity, if affected, for members with reduced cross sections due to openings or penetrations. V. When required on Drawings, a check for no tension in top and bottom of inembers due to prestress force and member dead load plus superimposed loads indicated on Drawings and in this Specification Section. VI. Column design and load bearing panel design for maximum axial load and maa�imum moment. VII. Connection design for each support point for each precast member. a) Include design for all items through the connection load path including embedded portion in precast member, embedded portion in City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 6 Revised March 4, 2013 � i � � � � � 11 u � � � � � � 1E:�^� I ONE C4MPAI'�Y � � �.��/..t Many Salutions� � � ' � � , � � � � � � � � � � � : C. c. supporting structure and any connection bolts, welds or other miscellaneous pieces required for proper design but not shown on the Drawings. Calculations will not be reviewed and are submitted for record purposes only. 6. Concrete mix design(s) including submittal information defined in Specification Section 03 30 00. 7. Copies of source quality control tests, including compressive strength and air content. 8. Certifications: a. Certification that fabricator's plant complies with PCI Manual referenced. b. Welder and welding process certification. c. Certification of erector qualifications. d. Certification from precast manufacturer for each field-drilled hole in precast double tee stem. Samples: 1. Before fabrication: a. Q Four (4) sets of three (3) 12 x 12 x 2 IN samples of precast concrete for each type of specified finish and color showing color and texture range to be expected for Engineer's review and approval. Label samples to indicate name of Project, fabricator, type, color and source of cement and aggregate, the type of fnish and the date the sample was made. i. One{1) set of approved samples will be returned to the precast manufacturer, two (2) sets will be kept at Engineers office and one (1) set will be kept at the Project site for comparison to full sized sample. 2. Full-sized samples: a. After approval of small samples, fabricate and deliver to site one (1) full-size sample of each style of precast unit. b. After Engineer's review and approval, samples may be incorporated in the work and serve as standard of comparison for other units. Miscellaneous Submittals: 1. See Specification Section O1 33 00 for requirements for the mechanics and administration of the submittal process. City of Clearwater WTP No. 2— Contract 4:R0 Plant ( pNE CClMPANY Site Expansion Project — 10-0039-UT-(D) J�k-�EJi i M!X?Y� SOIZttZqt2S� Issued for Bid 03 40 00 - 7 Revised March 4, 2013 2. Shop Fabrication Drawings: a. After successful processing of Shop Drawings, provide, on a compact disc or DVD, detailed shop fabrication drawings showing the actual fabrication details for each precast member provided for the proj ect. b. Assure the identification number used for each constructed element is consistent with all Shop Drawing submitta.l information. c. Indicate size, configuration, location and quantity of reinforcing bars and prestressing strands. d. Document initial prestress forces. PART 2 - PRODUCTS 2.01 A. ACCEPTABLE MANUFACTURERS Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Headed studs and deformed bar anchors: a. Nelson Stud Welding Div., TRW, Inc. b. KSM Division, Omark Industries. 2. Bearing pads: a. JVI, Inc. 3. Integral water repellent: a. Grace Construction Products. 2A2 MATERIALS A. Embedded Steel Plates and Shapes: 1. Steel: ASTM A36. a. Galvanized, ASTM A123, minimum 2.0 OZ zinc per square foot of inetal surface. B. Bearing Pads: 1. Random, Fiber-Reinforced Elastomeric Pads. 2. Preformed, randomly oriented synthetic fibers set in elastomer. 3. Shore A hardness: 70 to 90 per ASTM D2240. 4. Capable of supporting a compressive stress of 3000 psi with no cracking, splitting or delaminating in the internal portions of the pad. 5. Similar to "Masticord" as manufactured by JVI, Inc. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 8 Revised March 4, 2013 lE_;� ( ONE .C+C}MPANY � � � Many Salr�tians� � i 1 � � � � � � � i � � � � � ' C. Cement: a. ASTM C150, Type I or III. D. Aggregate: l. ASTM C33. a. See Specification Section 03 30 00. b. Coarse aggregate: i. Size 67 gradation. ii. Provide aggregate approved for bridge construction by the State Highway Department where the precast units are fabricated or in the State where the Project is located. c. Fine aggregate: Natural (not manufactured). E F G. H. I. J. Water: 1. Potable, clean. 2. Free of oils, acids, and organic matter. Maximum total chloride ion content contributed from all ingredients of concrete including water, aggregates, cement and admixtures measured as a weight percent of cement to not exceed 0.06 for prestressed concrete and 0.10 for all other precast concrete. Prestressing Strands: 1. Either 250K or 270K high tensile strength uncoated seven-wire strand. 2. Manufacture and test strands in accordance with ASTM A416. Reinforcing Steel and Welded Wire Fabric: 1. Reinforcing bars to be welded: ASTM A706. 2. All other reinforcing steel and welded wire fabric: See Specification Section 03208. Headed Studs: 1. ASTM A108. 2. Minimum yield strength: 50,000 psi. 3. Minimum tensile strength: 60,000 psi. Deformed Bar Anchors: l. ASTM A1064. 2. Minimum tensile strength: 80,000 psi. 3. Minimum yield strength: 70,000 psi. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 9 Revised March 4, 2013 1 �� ( qNE C4MPANY J�-��Jr.1 Many Svlutions� K. Electrodes: L. � � 1. E70 series conforming to AWS A5.1 or AWS A5.5 for welding steel shapes and plates. 2. E90 series conforming to AWS A5.5 for welding rebar. Sand cement grout in keyways between hollow core slabs. 1. See Specification Section 03 30 00. Sealants: See Specification Section 07 92 00. Integral Water Repellent Admixture: 1. Factory prepared, ready to use liquid. 2. Dispensed into the concrete mix at time of batching and the charging of the mixer in accordance with manufacturer's directions. 3. Similar to Grace "Darapel". O. Material Reuse: � A minimum of 10 percent (by dollar value) of materials and products for the project must be salvaged, refurbished, reused, or recycled. Contractor shall track and provide documentation. Regional Materials: Contractor shall document materials to indicate that a minimum of 20 percent (by dollar value) of materials and products for the project are [extracted, harvested, or recovered, as well as] manufactured, regionally within a 500 mile radius of the project site. 2.03 MIXES A. General: I� 1. See Specification Section 03 30 00 for mix requirements, except as modified below. 2. Do not begin fabrication of units until concrete mix design(s) have been approved by Engineer. Architectural Concrete Surfaces: 1. Design mix in compliance with ACI 318 and the latest edition of the PCI Design Handbook - Precast and Prestressed Concrete. 2. Concrete mix shall be designed by the precast manufacturer to best suit fabrication of units based on minimum compressive strength specified and fmish specified. a. Mix design shall be acceptable to the Engineer. 3. Stripping release strength: City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 10 Revised March 4, 2013 �[�E""� � t}I+IE CC}MPANY � � ..��1 Many Salutions� � 1 � � ' � � � , � � � � �� L�' 2.04 A. a. Non-structural sections and pieces: Minimum 2500 psi. b. Structural sections and pieces: Minimum 3500 psi. 4. Concrete compressive strength: Minimum 5,000 psi at 28 days. 5. Concrete air content: 4 to 6 percent. 6. Integral water repellent: a. Dosage rates shall be deternuned by the manufacturer to provide the following results: i. Final in place 28 day cured panel water vapor perm rating of not greater than 1.0. DESIGN General Design Requirements: l. Design units and connections in strict accordance with the Building Code, ACI 318 and the PCI Design Handbook - Precast and Prestressed Concrete. a. Notify Engineer when sizes and precast members shown on Drawings can not be designed or fabricated. 2. Design loads: a. Roof dead load, live load and snow load: Design units for the super-imposed loads indicated on the Drawings. i. Loads are unfactored unless otherwise noted. 3. � 5. b. Equipment loads: i. See Drawings for major equipment loads. ii. Design members for concentrated loads placed in their actual locations. iii. Verify weights and locations of concentrated loads. c. Wind load: See Drawings for wind load criteria. d. Seismic load: See Drawings for seismic load criteria. Design units taking into account reduced cross section at openings and penetrations. Provide all reinforcing in units as indicated. a. Where not indicated, design and provide all reinforcing and prestressing strands subject to approval of Engineer. Due to presence of corrosive atmosphere, design prestressed members where indicated on Drawings for no tension in top and/or bottom of members resulting from loads indicated on Drawings and in this Specification Section. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 11 Revised March 4, 2013 1C_''"�'� ( ONE Ct?MPANY J� i.�/l�1 ♦ Many 5alutions� 6. Design the flanges of double tee members to support the concentrated weight of equipment and equipment curbs. a. Alternatively, coordinate the arrangement and strength of the equipment roof curbs such that the weight of roof supported equipment is transferred by the curbs to the dauble tee legs. B. Specific Design Requirements: 1. Roof framing members: a. Roof system to act as a rigid diaphragm to distribute lateral loads to the shear walls indicated on the Drawings. 2. Columns and pilasters: a. Design for all axial, bending and shear forces due to supporting loads including eccentric loads. b. Design columns where indicated as moment frames on drawings to resist lateral loads including wind and seismic loads in accordance with Building Code. i. Design moment frame to resist the lateral loads indicated on the drawings or lateral loads developed through analysis of the structure whichever requires the stronger component. 3. Wall panels: a. Design wall panels to support vertical loads including eccentricities where panels are indicated to provide vertical support. b. Design wall panels to resist out of plane lateral loads including wind and seismic load in accordance with the Building Code. c. Design wall panels as shear walls unless otherwise noted on Drawings to resist in plane lateral loads including wind and seismic loads in accordance with the Building Code. i. Design shear wall to resist the lateral loads indicated on the Drawings or the lateral loads developed through analysis of the structure, whichever requires the stronger component. d. Design top connections of interior walls to roof framing members as a vertical slip connection where walls are not intended to support gravity loads. i. Coordinate the amount of vertical slip with the deflection of the roof framing members. City of Clearwater WTP No. 2— Contract 4:R0 Plant �[_;� � ONE CQMPANY Site Expansion Project — 10-0039-UT-(D) [ . Man� Svlutions+� Issued for Bid 03 40 00 - 12 Revised March 4, 2013 � � � � u � 'L� � � � � � � � �� e. Calculate lateral drift at expansion joints and confirm adequate structural separation to avoid damaging contact based on the separations shown on the Drawings. f. Design wa11 panels to support additional loads where indicated on the Drawings. Connections: a. � c. Q Design and provide concealed connections whenever possible and where indicated on Drawings. i. Minimize exposed steel to open tank areas. ii. Where steel must be exposed, provide galvanized steel. Precast connections shown on the Drawings are diagrammatic showing possible connection concepts. i. Other connections may be acceptable subject to approval of the Engineer. Design and provide all connection pieces necessary to connect all precast members to the supporting structure shown on Drawings. For connection details to cast-in-place concrete work or concrete masonry work that are not fully detailed on the Drawings, design, detail, furnish and install all additional embedded connection items not shown on the Contract Drawings as required to provide fully compatible and workable connections. 2.05 FABRICATION A. Do not fabricate units until: I: C� l. Support locations and penetrations have been verified by Contractor. 2. Shop Drawings have been reviewed by Engineer. Manufacture, quality, dimensional and erection tolerances of all units to be in accordance with both PCI MNL-116 and PCI Design Handbook Precast and Prestressed Concrete. 1. Architectural panels to meet PCI MNL-117 and PCI Design Handbook Precast and Prestressed Concrete. Cast all members in smooth rigid forms which will provide straight, true members of uniform thickness and uniform color and finish. 1. Wall panels with split-faced imprint finish to utilize appropriate forms for uniform pattern and texture. a. Pattern as selected by Engineer. 2. Form reveals as required. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 13 Revised March 4, 2013 JE-I�� ONE COMPA.NY � Muny Salutions� D. Use sand cement grout mixture to fill all air pockets and voids, and to repair chipped edges. Finish all repairs to match adjacent surface texture and color. E. Where units are to receive concrete topping, provide heavy broom finish on top surface for bond. 1. Roughness of top surface to provide bond with topping and design for horizontal shear at interface in accordance with requirements of paragraph 17.5 of ACI 318. 2. Make all other surfaces smooth, with finishes as specified in Section 03 30 00. F. Incorporate embedded plates, angles, dovetails and flange welding strips into members at time of manufacture. 1. Provide embedded items as specified herein, as shown on the Drawings and/or required by precaster's design. 2. Provide flange welding strips provided such welding strips are approved by Engineer, and designed by the supplier for required loadings. 3. Provide welding strips on a11 edges of all double tee flanges and flat panels. 4. Space strips as required by analysis. 5. Cast lifting devices into units at or near support points. a. Remove protruding lifting devices after units are erected. b. Grout any remaining voids flush with adjacent surfaces. G. Coordinate embedded items required by other trades including, but not limited to, conduits and boxes for electrical or security work. H. Cast openings larger than 6 IN SQ or 6 IN DIA in units at time of manufacture. 1 2. Make smaller openings by neat cutting or neat drilling by trades requiring them. Coordinate sizes and locations of all openings: a. Before fabrication of units. b. With a11 member reinforcing to avoid damage thereto. I. Make provisions for support of suspended ceilings, lighting fixtures, ducts, piping, conduits and other suspended work. 1. Use embedded stainless steel concrete inserts and channels for all connections to precast unless otherwise approved. Reference Drawings for suggested deta.ils that reduce the need for field installation. City of Clearwater WTP No. 2— Contract 4:R0 Plant � flNE C(3MPANY Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 14 � Muny Sol�ctions� Revised March 4, 2013 , ' CJ � 2. Drilled expansion, adhesive, or powder driven fasteners in slabs and tee ribs shall be installed only with written approval by precast supplier. a. Anchors must be coordinated with reinforcing locations to avoid jeopardizing long term integrity of inembers. b. Damage to strands by post-installed anchors shall be grounds for Engineer rej ection of precast units. c. Repair any damage caused by such installation. d. Submit certification from precast manufacturer that each field- drilled hole will not damage precast member or it's reinforcing. 3. Install powder-driven fasteners by means of a low velocity powder- actuated tool complying with requirements of OSHA. , 4. Assure that the load to be supported by each in-place drilled-in bolt or powder-driven fastener does not exceed the maximum allowable load recommended by its manufacturer for the concrete strength � encountered and for the type, size and embedment length of fastener installed. � � � � � � , � � � � �,' J. K. L. M. N. O. 2.06 Automatically weld headed studs and deformed bar anchors to members to provide full penetration weld. Weld steel shapes and plates per AWS D1.1 or AWS D1.6 and reinforcing steel per AWS D1.4. Minimum concrete compressive strength at time of strand release: 3500 psi or higher as required by precast designer analysis. 1. During detensioning, avoid shock, overloading or unbalanced loading. Mark each unit as indicated on the erection plans. 1. Place mark on non-exposed-to-view surface. Coat or finish ends of exposed prestressing strands to prevent corrosion. Tolerances: Per PCI MNL-116 and PCI MNL-117, as applicable. SOURCE QUALITY CONTROL A. When approved by Engineer, strength tests may be made by precast manufacturer after he has submitted certification that his testing facilities meet the requirements of PrecasdPrestressed Concrete Institute, Plant Certification Program. B. Conduct tests on precast concrete using the following procedures: 1. If the precast manufacturer's quality control program requires more frequent or more stringent testing requirements, the manufacturer's quality control program will take precedence over the specific type of test. City of Clearwater WTP No. 2— Contract 4:R0 Plant 1 I ONE CdM�'ANY Site ExpansionProject— 10-0039-UT-(D) JE�� Many Salutions� Issued for Bid 03 40 00 - 15 Revised March 4, 2013 C. � 2. Secure concrete samples in accordance with ASTM C172. a. Obtain each sample from a different batch of concrete on a random basis, avoiding selection of test batch other than by a number selected at random before commencement of concrete placement. 3. For each strength test mold and cure three (3) cylinders from each sample in accordance with ASTM C31. � 5 a. Cylinder size: Per ASTM C3 L b. Record any deviations from requirements on test report. c. Mold, cure and test additional cylinders as required to verify strength at release. Test cylinders in accordance with ASTM C39. a. Test two (2) cylinders at 28 days for strength test result and one (1) at seven (7) days for information. Strength test result: a. Average of strengths of two (2) cylinders from the same sample tested at 28 days. b. If one (1) cylinder in a test manifests evidence of improper sampling, molding, handling, curing, or testing, discard; strength of remaining cylinder shall be consiclered strength test result. c. Should both cylinders in a test show any of above defects, discard entire test. 6. Frequency of tests: Per PCI MNL-116 or PCI MNL-117 as applicable. 7. Determine slump of concrete sample for each strength test. a. Determine slump in accordance with ASTM C 143. 8. Determine air content of concrete sample for each strength test in accordance with either ASTM C231, ASTM C173, or ASTM C138. 9. Determine temperature of concrete sample for each strength test. Inspect quality of units prior to shipment. Should products delivered to site be rejected due to materials or workmanship, discontinue delivery until defects in materials or workmanship have been corrected and certified in writing to the Engineer. PART 3 - EXECUTION 3.01 PREPARATION A. Verify acceptability and location of supports to receive units. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-iJT-(D) Issued for Bid 03 40 00 - 16 Revised March 4, 2013 �'jE_'� � ONE C4MPANY � � Man� Solutions+� l__.� , u ' � � � , � r �� ' , � � 1. Check bearing surfaces to determine that they are level and uniform. B. Verify compressive strengths of concrete and masonry supports. 1. Do not start erection of units until supports have reached their 28-day required compressive strengths. 3.02 A. ERECTION Sequence erection to provide a balance of loads across walls, beams and columns. B. Give consideration to possible lack of stability or capacity of partially completed frame or structure. C. Contractor to be responsible for guying, shoring, and bracing of frame, walls and individual members as necessary to resist forces due to wind, erection, or any other source that may occur before structure is completed. D. Use only erection equipment adequate for placing units at lines and elevations indicated on Drawings. 1. Do not damage units or existing construction during erection. 2. Erect units using lifting handles cast into the units. E. Place each leg of all double tees on a bearing pad held 1 IN back from edge of support. 1. 2. Pad dimensions equal to length of bearing -1 IN by bearing width +2 1N. Minimum pad thickness: 3/8 IN. F. Place hollow core slabs on continuous 1/4 IN thick bearing pad so that width equals bearing length -1 IN. G. Provide a bearing pad on the top of all precast concrete columns. 1. Pad to cover entire top surface of column except hold pad back 1 IN from face of column a11 around. H. After erection, verify that there is no direct contact between bottom of units and supporting members. 1. Where direct contact occurs, install additional layers of bearing material to raise units off supports. I. Lintels: 1. Length of lintel bearing on supports to be as indicated on Drawings. a. If not indicated, minimum length of lintel bearing to be 8 IN. 2. When indicated on Drawings, fill masonry cells under lintel bearing with masonry grout and reinforce cells if so indicated. City of Clearwater WTP No. 2— Contract 4:R0 Plant � ONE COMPANY Site Expansion Project — 10-0039-UT-(D) �E-� 1t�unx Solutions� Issued for Bid 03 40 00 - 17 Revised March 4, 2013 J. � 3. Provide minimum 3/8 IN thick full bed joint of masonry mortar between underside of lintel and top surface of grouted masonry for complete lintel bearing length. 4. Where masonry cells are not required to be grouted under lintel bearing, provide minimum 3/8 IN thick face shell mortar bed joint between bottom of lintel and top of masonry block for complete lintel bearing length. 5. See Drawing deta.ils for required felt paper under lintel bearing at masonry control joints. 6. Provide 1/2 - 3/4 IN x 45 degree chamfer on the bottom exposed (non- bearing) edge of lintels. a. Do not chamfer the bearing portion of the bottom edge or the top or ends of the lintels. Weld steel shapes and plates per AWS D1.1 and reinforcing steel per AWS D1.4. 1. When welding galvanized members, remove galvanizing at welds prior to welding. Make joint between units 1/2 IN except as otherwise indicated on Drawings. L. Secure units by welding and/or bolting. 1. Provide one (1) flat and one (1) lock washer with each bolt and nut. a. Set units on shims where indicated or necessary for level, uniform bearing. M. After panels have been erected and welded and/or bolted to building frame, prepare steel and repair all damaged galvanized surfaces in accordance with Specification Section 09 91 00. N. Caulk all precast work joints as specified in Specification Section 03 15 00 and as indicated on Drawings. O. Erect units within the following tolerance limits: P 1 2 Clearances between precast and structural frame: 1 IN minimum. Joints: a. Face width: +/-3/16 IN. b. Taper in any length: (1 in 500) to m�imum 1/4 IN. c. Step in face: 1/4 IN. d. Jog in alignment of edge: 1/4 IN. Fill all keyways between hollow core slabs with concrete sand cement grout. 1. See Specification Section 03 60 00. City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project — 10-0039-UT-(D) Issued for Bid 03 40 00 - 18 Revised March 4, 2013 �[_,� ( ONE C4MPANY � � .. Muny Salutions� � ' � Q. After all precast units are erected and all precast unit connections have been ' made, prepare and repair all damaged galvanized surfaces of the connections in accordance with Specification Section 09 91 00. � � � , �� ' � , U L� � L� � � �� 3.03 A. : C. 3.04 FIELD QUALITY CONTROL Repair all damage to units after erection in accordance with manufacturer's recommendations and to satisfaction of Engineer. Causes for rejection of units include, but are not necessarily limited to the following: 1. Cracked units. 2. Chipped, broken, or spalled edges. 3. Units not within allowable casting tolerances. 4. Voids or air pockets which, in opinion of Engineer, are too numerous or too large. 5. Non-uniform finish or appearance. 6. Low concrete strength. 7. Improperly placed embedded items and/or openings. 8. Exposed wire mesh, reinforcing or prestressing strands. Owner will employ and pay for precast concrete erection special inspection. CLEANING A. After completion of setting, repair and caulking, clean all precast work thoroughly by scrubbing with fiber brushes, detergent, and clean water. 1. Refer to Specification Section 04 22 00 for detergent cleaner. B. Leave precast units clean and free of traces of cleaning compound. END OF SECTION City of Clearwater WTP No. 2— Contract 4:R0 Plant Site Expansion Project —10-0039-UT-(D) Issued for Bid 03 40 00 - 19 Revised March 4, 2013 1 � ONE COMPANY J�-� Muny Solutr"ons� , � ' � ' , � � � � � , ' � � ' � � � SECTION 08 42 00 ALUMINUM ENTRANCES AND STOREFRONTS PART 1— GENERAL 1.01 SUMMARY A. This Section includes exterior aluminum-framed entrances and storefronts. Glazing is retained mechanically with gaskets on four sides. Work includes: 1. Exterior manual-swing aluminum doors. 2. Glazed aluminum-framed exterior openings. B. Refer to Securiry Access Drawings 171 through 180 for locations of doors receiving card readers. 1.02 RELATED WORK A. JOINT SEALANTS: Section 07 92 00. B. HOLLOW METAL DOORS AND FRAMES: Section 08 11 13. C. WOOD DOORS: Section 08 14 00. D. ALUMINLTM WINDOWS: Section 08 51 13. E. DOOR HARDWARE: Section 08 71 00. F. GLASS AND GLAZING: Section 08 80 00. 1.03 QUALITY ASSURANCE A. Approved Products: As applicable, products used herein shall comply with requirements of the Florida Product Approval System as required by Florida Statute 553.842 and Florida Administrative Code 9B-72. B. Code Compliance: Total installation must comply with the requirements of the Florida Building Code, latest adopted edition, as amended, including Test Protocols for High Velocity Hurricane Zones. C. Wind Loads: Installed windows to withstand wind pressure loads (positive and negative) normal to wall plane indicated in accordance with the Florida Building Code for the geographicallocation of the Project. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-1 � � E. Insta.11er Qualifications: Capable of assuming engineering responsibility and performing work of this Section and who is acceptable to manufacturer. 1. Engineering Responsibility: Preparation of data for aluminum-framed systems including shop drawings based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project and submission of reports of tests performed on manufacturer's standard assemblies. Testing Agency Qualifications: An independent agency qualified according to ASTM E 699 for testing indicated. F. Accessible Entrances: Comply with the U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)." G. 1.04 A. Welding: Qualify procedures and personnel according to AWS D1.2 "Structural Welding Code - Aluminum." PERFORMANCE REQUIREMENTS General: Provide aluminum-framed systems, including anchorage, capable of withstanding, without failure, the effects of the following: 1. 2. 3. 4. 5. Structural loads. Thermal movements. Movements of supporting structure indicated on Drawings including, but not limited to, deflection from uniformly distributed and concentrated live loads. Dimensional tolerances of building frame and other adjacent construction. Failure includes the following: a. b. c. d. Deflection exceeding specified limits. Thermal stresses transferred to building structure. Framing members transferring stresses, including those caused by thermal and structural movements, to glazing. Noise or vibration created by wind and thermal and structural movements. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-2 ' L� i � j�l L.J ' � � � � r , ' � � ' � ', ' �y� � � ' ' ' : � , � � � r e. f. g• Loosening or weakening of fasteners, attachments, and other components. Sealant failure. Failure of operating units to function properly. Deflection of Framing Members: 1. Deflection Normal to Wall Plane: Limited to 1/175 of clear span or an amount that restricts edge deflection of individual glazing lites to 3/4 inch, whichever is less. 2. Deflection Parallel to Glazing Plane: Limited to 1/360 of clear span or 1/8 inch, whichever is smaller. Structural Test Performance: Provide aluminum-framed systems tested according to ASTM E 330 as follows: 1. When tested at positive and negative wind load design pressures, systems do not evidence deflection exceeding specified limits. 2. When tested at 150 percent of positive and negative wind load design � pressures, systems, including anchorage, do not evidence material failures, structural distress, and permanent of main framing members exceeding 0.2 percent of span. r � ' 3. Test Durations: As required by design wind velocity but not less than 10 seconds. E. Windborne-Debris-Impact-Resistance-Test Performance: Provide aluminum-framed systems that pass large and small missile-impact tests and cyclic-pressure tests according to Florida Building Code, latest adopted edition, as amended. F. Thermal Movements: Provide aluminum-framed systems that allow for thermal � movements from the following m�imum change (range) in ambient and surface temperatures. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. ' ' � L�1 , 1. Temperature Change (Range): 120 deg F ambient; 180 deg F, material surfaces. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-3 0 2. Test Performance: No buckling; stress on glass; sealant failure; excess stress on framing, anchors, and fasteners; or reduction of performance when tested according to AAMA 501.5. a. Q Test High Exterior Ambient Air Temperature: That which produces an exterior metal surface temperature of 180 deg F. Test Low Exterior Ambient Air Temperature: 0 deg F. G. Water Penetration Under Static Pressure: Provide aluminum-framed systems that do not evidence water penetration through fixed glazing and framing areas when tested according to ASTM E 331 at a minimum static-air-pressure difference of 20 percent of positive wind load design pressure, but not less than 6.241bf/sq. ft. H. Water Penetration Under Dynamic Pressure: Provide aluminum-framed systems that do not evidence water leakage through fixed glazing and framing areas when tested according to AAMA 501.1 under dynamic pressure equal to 20 percent of positive wind load design pressure, but not less than 6.24 lbf/sq. ft.. 1. Maximum Water Leakage: According to AAMA 501.1. Water controlled by flashing and gutters that is drained to exterior and cannot damage adjacent materials or finishes is not considered water leakage. I. Condensation Resistance: Provide aluminum-framed systems with fixed glazing and framing areas having condensation resistance factor (CRF) of not less than 54 when tested according to AAMA 1503. J. Average Thermal Conductance: Provide aluminum-framed systems with fixed glazing and framing areas having average U-factor of not more than 0.48 But/sq. ft. x h x deg F when tested according to AAMA 1503. 1.05 A. B. SUBMITTALS Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of product indicated. Shop Drawings: For aluminum-framed systems. Include plans, elevations, sections, details, and attachments to other work. 1. 2. Include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Include details of provisions for system expansion and contraction and for draining moisture occurring within the system to the exterior. Ciry of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-4 �� ' � � � C� r LJ � ' ' � ' 1�JfRS ' � � , � � ' ' ' � , � � � ' � � ' ' , 3. For entrances, include hardware schedule and indicate operating hardware types, functions, quantities, and locations. C. Samples for Verification: For each type of exposed finish required; in manufacturer's standard sizes. D. E. F. G. H. 1.06 A. 1.07 A. Welding certificates. Qualification Data: For Installer and testing agency. Field quality control test and inspection reports. Maintenance Data: For aluminum-framed system to include in maintenance manuals. Warranties: Special warranties specified in this Section. PROJECT CONDITIONS Field Measurements: Verify actual locations of structural supports for aluminum- framed systems by field measurements before fabrication and indicate measurements on shop drawings. WARRANTY Special Assembly Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum-framed systems that do not comply with requirements or that deteriorate as defined in this Section within the specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including, but not limited to, excessive deflection. b. Noise or vibration caused by thermal movements. c. Deterioration of inetals, metal finishes, and other materials beyond normal weathering. d. Water leakage through fixed glazing and framing areas. e. Failure of operating components to function properly. 2. Warranty Period: Two years from date of Substantial Completion. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-5 � B. Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes fail within specified warranty period. Warranty does not include normal weathering. 1. Warranty Period: 20 years from date of Substantial Completion. PART2-PRODUCTS 2.01 MANUFACTURER/SYSTEM A. Subject to compliance with requirements, aluminum entrance and storefront system shall be as follows: 1. StormMax MSD-375 Impact Resistant Entrance System as manufactured by Vistawall Architectural Products. 2.02 A. 2.03 a. Medium stile (9" bottom rail, 4" top rail, 4-3/4" verticals) STOREFRONT FRAMING SYSTEM Description: Center rabbet, exterior flush glazed; jambs and vertical mullions continuous; head, sill, intermediate horizontal attached by screw spline joinery. Continuous and wept sill flashing. MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Sheet and Plate: ASTM B 209, Alloy 5005-H16. 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221, Alloy 6063-T6. 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASTM B 308. 5. Welding Rods and Bare Electrodes: AWS A5.10. B. Steel Reinforcement: With manufacturer's standard corrosion-resistant primer complying with SSPC-PS Guide No. 12.00 applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC-SP COM and prepare surfaces according to applicable SSPC standard. Ciry of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-6 . ' ' 2.04 � A. � , B. , C. ' , , � , � � FRAMING SYSTEMS Framing Members: Manufacturer's standard extruded aluminum framing members of thickness required and reinforced as required to support imposed loads. 1. Construction: Framing members are composite assemblies of two separate extruded aluminum components permanently bonded by an elastomeric material of low thermal conductance. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with non-staining, nonferrous shims for aligning system components. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, non-bleeding fasteners and accessories compatible with adjacent materials. 1. 2. 3. Where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration, use self-locking devices. Reinforce members as required to retain fastener threads. Use exposed fasteners with countersunk Phillips screw heads, finished to match framing system. Concrete and Masonry Inserts: Hot-dip galvanized cast iron, malleable iron, or steel inserts complying with ASTM A 123 or ASTM A 153 requirements. E. Flashing: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding flashing compatible with adjacent materials. Form exposed flashing from sheet aluminum finished to match framing and of sufficient thickness to maintain a flat appearance without visible deflection. , F. ' 2.05 A. � B. , , ;��J Irl � C. � Framing System Gaskets and Sealants: Manufacturer's standard recommended by manufacturer for joint type. GLAZING SYSTEMS Glass: As specified in Section 08 80 00 - GLASS AND GLAZING. Glazing Gaskets: Manufacturer's standard compression types, replaceable, molded or extruded, that maintain uniform pressure and watertight seal. Spacers and Setting Blocks: Manufacturer's standard elastomeric types. Bond-Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-7 � 2.06 DOORS A. Doors: Manufacturer's standard glazed doors, for manual swing operation. 1. Door Construction: 1-3/4-inch overall thickness, with minimum 0.125 inch thick, extruded aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie rods. 2.07 2. Door Design: Medium stile as described herein. a. Accessible Doors: Smooth surfaced for width of door in area within 10 inches above floor or ground plane. 3. Glazing Stops and Gaskets: Beveled, snap-on, extruded aluminum stops and preformed gaskets. a. Provide non-removable glazing stops on outside of door. DOOR HARDWARE A. General: Provide heavy-duty units in sizes types recommended by entrance system and hardware manufacturers for entrances and uses indicated. 1. Opening-Force Requirements, Egress Doors: Not more than 301bf required to set door in motion and not more than 151bf required to open door to minimum required width. �`? C. Continuous-Gear Hinges: Manufacturer's standard with stainless steel bearings between knuckles; fabricated to full height of door and frame. Locking Devices, General: Do not require use of key, tool, or special knowledge for operation. 1. Opening-Force Requirements: a. Delayed-Egress Locks: Lock releases within 15 seconds after applying a force of not more than 151bf for not more than 3 seconds. b. Latches and Exit Devices: Not more than 15 lbf required to release latch. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 084200-8 . D. Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for panic protection, based on testing according to UL 305. E F 1. Standard: BHMA A156.3, Grade 1. 2. Exit Device (active door): TTOn Duprin 3348-F with Electric Latch (EL). 3. Exit Device (inactive door): Yon Duprin 3348-F 4. Exterior Trim (active door): Yon Duprin 370L - 06 Lever Design - key retraction of the latch on the outside trim. Door handle shall not be fixed. 5. Exterior Trim (inactive door): None 6. Power Transfer Device (active door): Von Duprin EPT-10 Cylinders: As specified in Section 08 71 00 - DOOR HARDWARE. Strikes: Provide strike with black plastic dust box for each latch or lock bolt; fabricated for aluminum framing. G. Closers: With accessories required for a complete installation, sized as required by door size, exposure to weather, and anticipated frequency of use, and adjustable to meet field conditions and requirements for opening force. 1. Standard: BHMA A156.4, Grade 1. H. Weather Stripping: Manufacturer's standard replaceable components. 1. Compression Type: Made of ASTM D 2000, molded neoprene, or ASTM D 2287, molded PVC. 2. Sliding Type: AAMA 701, made of wool, polypropylene, or nylon woven pile with nylon-fabric or aluminum-strip backing. I. Weather Sweeps: Manufacturer's standard exterior door bottom sweep with concealed fasteners on mounting strip. J. Thresholds: Raised thresholds beveled with a slope of not more than 1:2, with maximum height of 2 inch. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-tTT-(D) Issued for Bid Revised March 4, 2013 084200-9 . � 2.08 A. B. 2.09 ACCESSORY MATERIALS Joint Sealants: For installation at perimeter of aluminum-framed systems, as specified in Section 07 92 00 - JOINT SEALANTS. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos, formulated for 30-mil thickness per coat. FABRICATION A. Form aluminum shapes before fmishing. B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. C. Framing Members, General: Fabricate components that, when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformation. 2. Accurately fitted joints with ends coped or mitered. 3. Means to drain water passing joints, condensation occurring within framing members, and moisture migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 6. Provisions for field replacement of glazing from exterior. 7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. D. Mechanically Glazed Framing Members: Fabricate for flush glazing (without projecting stops). E. Storefront Framing: Fabricate components for assembly using stick fabrication pressure glazed system. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 42 00- 10 � , ' � !� � � , ' , ' ' � �l , � ' � �� ' F. G H. I. 2.10 A. B. C. Door Frames: Reinforce as required to support loads imposed by door operation and for installing hardware: 1. At exterior doors, provide compression weather stripping at fixed stops. Doors: Reinforce doors as required for installing hardware. 1. 2. At pairs of exterior doors, provide sliding weather stripping retained in adjustable strip mortised into door edge. At exterior doors, provide weather sweeps applied to door bottoms. Hardware Installation: Factory install hardware to the greatest extent possible. Cut, drill, and tap for factory-installed hardware before applying finishes. After fabrication, clearly mark components to identify their locations in Project according to shop drawings. ALUMINUM FINISHES General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying and designating finishes. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum fmishes. Finish: Organic Coating (high performance fluorocarbon) conforming to AAMA 2605 as follows: l. Surfaces shall be cleaned and prepared using a conversion coating pre- treatment prior to application of 0.3 mil dry film thickness (DFT) of epoxy or acrylic primer in accordance coating manufacturer's written instruction. 2. Finish coat of 70% minimum fluorocarbon resin fused to primed surfaces at temperature recommended by manufacturer to achieve minimum 1.0 mil DFT. 3. Acceptable coating systems are: a. Trinar by Akzo Coatings, Inc. b. Nubelar by Glidden Company. c. Fluoroceram ny Morton International, Inc. d. Duranar by PPG Industries, Inc. e. Fluropon by Valspar Corporation. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-ITT-(D) Issued for Bid Revised March 4, 2013 08 42 00- 11 � 4. Provide 3 or 4 coat system as required for color selected. Color shall be as selected by Architect/Engineer from manufacturer's full (standard and custom) color line. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 � INSTALLATION General: 1. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints to produce hairline joints free of burrs and distortion. 4. Rigidly secure non-movement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration. 6. Seal joints watertight, unless otherwise indicated. B. Metal Protection: C. 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape or installing nonconductive spacers as recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within the system to exterior. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 42 00-12 . ' ' � ' ' ' � � ' � ' � ' ' ' ' ' , ' D. Set continuous sill members and flashing in a full bed of sealant as specified in Section 07 92 00 - JOINT SEALANTS. E. Install components plumb and true in alignment with established lines and grades, without warp or rack. F. Install glazing as specified in Section 08 80 00 - GLASS AND GLAZING. G. Entrances: Install to produce smooth operation and tight fit at contact points. 1. Exterior Entrances: Install to produce tight fit at weather stripping and weathertight closure. 2. Field-Installed Hardware: Install surface-mounted hardware according to hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. H. Install perimeter joint sealants as specified in Section 07 92 00 - JOINT SEALANTS and to produce weathertight installation. I. Erection Tolerances: Install aluminum-framed systems to comply with the following maximum tolerances: 3.03 � : 1. 2. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet; 1/4 inch over total length. Alignment: a. Where surfaces abut in line, limit offset from true alignment to 1/16 inch. b. Where surfaces meet at corners, limit offset from true alignment to 1/32 inch. 3. Diagonal Measurements: Limit difference between diagonal measurements to 1 /8 inch. FIELD QUALITY CONTROL Testing Agency: The City may, at the City's discretion, engage a qualified independent testing agency to perform field inspections and prepare field reports. Repair or remove work where inspections indicate that it does not comply with specified requirements. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 42 00 - 13 � C. Additional inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.04 ADJUSTING A. Entrances: Adjust operating hardware for smooth operation according to hardware manufacturers' written instructions. For doors accessible to people with disabilities, adjust closers to provide a 3-second closer sweep period for doors to move from a 70- degree open position to 3 inches from the latch measured to the leading door edge. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 END OF SECTION 08 42 00- 14 . , � SECTION 08 7100 DOOR HARDWARE � PART 1— GENERAL 1.01 SUMMARY A. Work covered by this Section consists of furnishing and installing all finish hardware as shown on the Drawings, indicated on schedules, and as specified herein. l. Hardware for labeled openings shall meet UL requirements whether specified herein or not. 1.02 A. B. C. D. E. 1.03 2. All hardware on accessible doors shall meet or exceed the requirements of the Americans with Disabilities Act (ADA) whether or not full compliance is indicated in the Hardware Schedule located at the end of this Section. 3. Refer to Security Access Drawings 171 through 180 for locations of doors receiving card readers. RELATED WORK FINISH CARPENTRY: Section 06 22 00. HOLLOW METAL DOORS AND FRAMES: Section 08 11 13. ALUMINUM DOORS AND FRAMES: Section 08 11 16. WOOD DOORS: Section 08 14 00. ALUMINUM ENTRANCES AND STOREFRONTS: Section 08 42 00. QUALITY ASSURANCE A. Code Compliance: Tota1 installation must comply with the requirements of the Florida Building Code, latest adopted edition, as amended, including Test Protocols for High Velocity Hurricane Zones. B. Approved Products: As applicable, products used herein shall comply with requirements of the Florida Product Approval System as required by Florida Statute 553.842 and Florida Administrative Code 9B-72. C. Reference Standards: Comply with provisions of the latest adopted editions of the following: 1. Door and Hardware Institute (DHI): a. Referenced Standards. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 71 00 - 1 � 2. National Fire Protection Association (NFPA): a. NFPA 80 b. NFPA 101 Fire Doors and Fire Windows. Life Safety Code. 3. Underwriters Laboratories (UL): a. UL lOC Standard for Positive Pressure Fire Tests of Door Assemblies. 4. National Board of Fire Underwriters (NBFU): a. A.I.A. Pamphlet 80 B. Installer Qualifications: An experienced installer who has completed finish hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. C. 1.04 Fire-Rated Openings: L Provide hardware for fire-rated openings in compliance with A.I.A. (NBFU) Pamphlet No. 80, NFPA Standards No. 101 and UL IOC. This requirement sha11 take precedence over other requirements for such hardware. Provide only hardware that has been tested and listed by UL for the types and sizes of doors required, and complies with the requirements of the door and door frame labels. 2. Where panic exit devices are required on fire-rated doors, provide supplementary marking on door UL label indicating Fire Door to be equipped with fire e�cit hardware and provide UL label on exit device indicating "Fire Exit Hardware". SUPPLIER QUALIFICATIONS A. Finish Hardware shall be furnished by one supplier, approved by the Engineer, with appropriate technical knowledge and experience to correctly interpret Drawings and Specifications. Supplier shall be prepared at all times during progress of installation to promptly provide a qualified Architectural Hardware Consultant (AHC) to approve its complete installation, in order that all items shall be installed in the best manner and function properly. This shall necessitate a project site visit prior to fmal inspection. Supplier shall be bona-fide direct distributor of all materials furnished and shall have an offce and warehouse facilities to accommodate the materials used on this Project. The AHC shall be available for consultation to the Architect/Engineer, City, and Contractor at reasonable times during the course of the Work. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 087100-2 , i � � ' , � ' � � � � � � ' � ' ' �� , ' ' �� , � , ' � � � � � � ' ' ' B. It shall be the supplier's responsibility to furnish hardware in accordance with the intent of this specification. Where, by virtue of architectural design or by function, a change is necessary, hardware of equal design and quality shall be furnished upon written approval of Architect/Engineer. 1.05 MANUFACTURER A. The hardware manufacturer(s) shall supply both a pre-installation class as well as a post-installation walk-thru to insure proper installation and provide for any and all adjustments or replacements of hardware as required. 1.06 SUBMITTALS A. Product Data: Submit six (6) sets of complete product data for each item of finish hardware listed in the Finish Hardware Schedule. Include installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Finish Hardware Schedule: Submit six (6) sets of complete typewritten sets of the Finish Hardware Schedule. Organize the Hardware Schedule into door hardware sets indicating complete designations of every item required for each door. List each door and organize door hardware sets in the same order as in Article 3.03 - FINISH HARDWARE SCHEDULE. No factory order shall be placed for finish hardware items until approval has been given by the Architect/Engineer. 1. Each item in the Finish Hardware Schedule shall be identified on the %rst page of the Schedule by the manufacturer's name. 2. Submit hardware schedule for review, make corrections as directed and re- submit the corrected schedule for final review and approval. Approval of schedule will not relieve the Contractor of the responsibility for furnishing all necessary hardware, including the responsibility for furnishing correct quantities. 3. No manufacturing orders shall be placed until detailed schedule has been submitted to the ArchitectlEngineer and written approval received. C. Keying Schedule: Submit a keying schedule prepared by the supplier, detailing the City's keying instructions for locks. Include a schematic keying diagram and index each key to unique door designations. Refer to keying schedule at the end of this Section for additional information. D. Supplier Qualifications: 1. Submit documented evidence of supplier's qualifications. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 087100-3 � 1.07 DELIVERY, STORAGE, AND HANDLING A. All items of finish hardware shall be delivered to the Project site, or as otherwise specified or required, and shall be checked in for completeness and familiarization with the Contractor. B. All items of finish hardware sha11 be packaged, nuxnbered, and labeled to identify each opening for which it is intended, and to correspond with item numbers on the approved Finish Hardware Schedule. 1.08 COORDINATION A. Templates: All finish hardware to be installed on, or in metal doors and/or frames, shall be manufactured to template. Template machine screws shall be furnished for all such materials. Supplier shall furnish an approved Finish Hardware Schedule and all necessary template transmittals to metal frame fabricators, or other suppliers requiring same, for their coordination and use. 1.09 A. .. � . : The material furnished shall be warranted for one (1) year after installation or longer as the individual manufacturer's warranty permits. B. Overhead door closers shall be warranted in writing by the rnanufacturer against failure due to defective materials and workmanship for a period of ten (10) years commencing on the Date of Final Completion and Acceptance, and in the event of failure, the manufacturer shall promptly repair or replace the defective closer with no additional cost to the City. PART 2 - PRODUCTS 2.01 GENERAL A. To the greatest extent possible, obta.in each kind of hardware from only one manufacturer. , � � � � � � � , �� , ' � B. Other than those doors that are restricted to less than 180 degree opening by building or by overhead holders or stops, all butts and closer arms shall be of sufficient size to � allow full 180-degree opening of doors. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-IIT-(D) Issued for Bid Revised March 4, 2013 087100-4 . . � ' , 2.02 A. : 2.03 A. B. C. D. E. F. G. H. ACCEPTABLE MANUFACTURERS The following is a schedule of acceptable manufacturers for hardware materials listed along with their acceptable substitutes, as applicable. ACGEPTABLE ACCEPTABLE PRODUCT MANUFACTURER SUBSTITUTE Hinges Hagar Stanley, Bommer Locks & Latches Best Schlage Cylinders, Keys, Keying Best No Substitution Exit Devices Von Duprin No Substitution Door Closers LCN No Substitution OH Stops/Holders Glynn Johnson Rixon Push Button Access Schlage CO Series No Substitution Magnetic Locks Locknetics Sentronics Wall Stops/Floor Ives Rockwood, Trimco Stops, Flushbolts Kickplates Ives Rockwood, Quality Threshold/Weather-strip National Guard Pemko, Zero Silencers Ives Rockwood, Trimco Key Cabinet Lund Key Control If material manufactured (other than that specified or listed herewith as an acceptable substitute) is proposed for use; permission shall be requested from the ArchitectfEngineer seven (7) days prior to bidding. If a substitution is accepted, an addendum will be issued by the City noting same. FINISHES Hinges - Exterior: Hinges - Interior: Locks: Exit Devices: Closers: Door Stops, Holders, Miscellaneous: Flat Goods: Thresholds: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 US32D US26D US26D US26D AL US26D US26D or US32D Mill Finish Aluminutn 087100-5 0 2.04 LOCATIONS A. Hardware locations dimension shall be as follows: 1. Distance from finish floor to center line of: 2.05 A. : a. Door Knob or Lever: 38 inches. b. Door Pull: 42 inches. c. Deadlock: 60 inches. 2. Hinges: a. Bottom Hinge: Finish floor to bottom of hinge 10 inches. b. Top Hinge: Head rabbet to top of hinge 5 inches. c. Center Hinge: Equidistant between top and bottom hinges. HINGES AND PIVOTS Doors (1-3/4 Inch Thick): Minimum 4-1 /2 inches high. Each door shall not have less than three (3) hinges. Furnish four (4) hinges for doors 8'-0". C. All hinges used with door closers shall be ball bearing. All exterior doors sha11 have ball bearing hinges, except as otherwise specified. D. All exterior out-swinging doors shall have hinges with non-removable pins (NRP). 2.06 A. B. C. D. LOCKSETS Locksets shall be furnished in the functions as specified in the hardware sets. Levers, escutcheons, locksets and cylinders shall be the products of one manufacturer. Minimum wall thickness of levers and roses shall be .101 inch and .099 inch, respectively. All latch bolts shall have 3/4 inch throw. All deadbolts shall have hardened steel inserts and 1 inch throw. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 087100-6 � � � � � � � ' � ' E. 2. 07 A. 2.08 Products: Provide one of the following: 1. BEST "35H" Series, 15H Design on new construction 2. BEST "93K" Series, 15D Design only where scheduled. 3. Acceptable Substitution: a. SCHLAGE "L9000" Series, 06C Design. ELECTRIFIED LOCKS AND POWER TRANSFER DEVICES Products: Provide the following: 1, Electrified Locks: SCHLAGE L9080EL. 2. PowerTransferDevice: VONDUPRINEPT-10. KEYING/KEY CONTROL SYSTEM A. All locks and cylinders shall be keyed to the City's existing BEST system. All locks shall be Grand Master Keyed as indicated. Permanent cores are required to be ordered at least five (5) weeks prior to turn over to the City. B. Provide two (2) change keys per lock. City will provide additional keys as required. C. Provide temporary cores during the construction phase. The City will change out the temporary cores for permanent cores. All cores will become the property of the City upon completion of the work. , D. Key Control System: Provide a key control system including envelopes, labels, tags with self-locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent markers, and standard metal cabinet, all as recommended by � systems manufacturer, with capacity for 150 percent of the number of locks required for the Proj ect. � � � ' � ' 1. Provide complete cross index system set up by key control manufacturer, and place keys on markers and hooks in the cabinet as determined by the final keying schedule. 2 3 Provide hinged-panel lockable type cabinet for wall mounting as indicated on Drawings. Products: Provide one of the following: (1) Lund (2) Acceptable Substitution: Key Control City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 087100-7 � 2. 09 A. : EXIT DEVICES All exit devices shall be listed under "Panic Hardware" in accident equipment list of Underwriters' Laboratories (UL). All labeled doors with "Fire Exit Hardware" shall have labels attached and be in strict accordance with UL requirements. C. All exit devices shall be tested to ANSIBHMA A156.3 test requirements by a BHMA certified testing laboratory. A written certification showing successful completion of a minimum of 1,000,000 cycles shall be provided. D. All surface strikes shall be roller type and come complete with a plate underneath to prevent movement, and shall be provided with a dead-latching feature to prevent latchbolt tampering. E F On pairs of doors, vertical rod devices are not approved for use. Key removable mullions with rim exit devices shall be used. Products: Provide one of the following: 1 2. Von Duprin 98 Series in types and functions specified. Acceptable Substitution: a. None (No Substitutions). 2.10 DOOR CLOSERS A. All closers shall have non-ferrous covers, forged steel arms, separate valves for adjusting backcheck, closing and latching cycles and adjustable spring up to 50% increase in spring power. Closers shall be furnished with para11e1 arm mounted on all exterior doors opening out, interior doors opening into corridors or other public spaces and shall be mounted to permit 180-degree door swing (except exterior doors) wherever wall conditions permit. Furnish with non-hold open anns unless otherwise indicated. B. Door closer cylinders shall be of high strength cast iron construction to provide low wear operating capabilities of internal parts throughout the life of the installation. All door closers shall be tested to ANSUBHMA A156.4 test requirements by a BHMA certified testing laboratory. A written certification showing successful completion of a minimum of 10,000,000 cycles shall be provided. C. Door closers shall utilize temperature stable fluid capable of withstanding temperature ranges of 120-degrees to (-) 30-degrees Fahrenheit, without requiring seasonal adjustment of closer speed to properly close the door. Closers for fire-rated doors shall be provided with temperature stabilizing fluid that complies with the standards UL IOC. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised Mazch 4, 2013 087100-8 t � � � � � ' � � � � � � � � � ' � �� r ' ' � � � � , , � i � � � � � � � , � D. Door closers shall incorporate tamper resistant non-critical screw valves of V-slot design to reduce possible clogging from particles within the closer. Closers shall have separate and independent screw valve adjustrnents for latch speed, general speed, and hydraulic backcheck. Backcheck shall be properly located so as to effectively slow the swing of the door at a minimum of 10 degrees in advance of the dead stop location to protect the door frame and hardware from damage. Pressure relief valves (PRVs) are not acceptable. E. Products: Provide one of the following: 2.11 A. : � 1. LCN 4011 or 3111 Series. 2. Acceptable Substitution: a. None (No Substitutions). TRIM AND PLATES Kick plates, mop plates, and armor plates shall be .050 gauge stainless steel (US 32D) finish. Kick plates shall be 8-inches high, mop plates shall be 4-inches high. All plates shall be 2-inches less door width (LDV�. Push plates, pull plaates, door pulls, and miscellaneous door trim shall be shown in the hardware schedule. Products: Provide one of the following: 1. Ives. 2. Acceptable Substitutions: a. Rockwood. b. Trimco. 2.12 DOOR STOPS A. Door stops shall be fizrnished for all doors to prevent damage to doors or hardware from striking adjacent walls or fixtures. B. Wa11 bumpers equal to Ives WS407 shall be used. Where wall bumpers are not practical, use floor stops equal to Ives FS436 or FS438 Series. Where conditions prohibit the use of either wall or floor type stops, furnish surface mounted overhead stops equal to Glynn Johnson 450 Series. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 087100-9 L'1 +^.' Ci 2.13 A. 2.14 A. B. C. D. Products: Provide one of the following: 1. Ives. 2. Acceptable Substitutions: a. Rockwood. b. Trimco. DOOR SILENCERS Furnish rubber door silencers equal to Ives SR64 for a11 new interior hollow metal frames, two (2) per pair and three (3) per single door frame. THRESHOLDS AND WEATHERSTRIP General: Continuous weatherstripping sha11 be installed at each edge of every exterior door leaf. Provide non-corrosive fasteners as recommended by manufacturer for application indicated. Include door top protection (drip caps) for exterior doors where scheduled or as required. Replaceable Sea1 Strips: Provide only those units where resilient or flexible seal strip is easily replaceable and readily available from stocks maintained by manufacturer. Weatherstripping at Jambs and Heads: Bumper-type resilient insert and metal retainer strips, surface-applied. Extruded aluminum retainer, natural anodized finish; closed cell EPDM sponge neoprene insert, except vinyl insert for door shoes. Products: Provide one of the following: 1. National Guard. 2. Acceptable Substitutions: a. Pemco. b. Zero. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 71 00 - 10 � ' � � � � � , � r � � � � � � � ' ' � 2.15 DOOR BOTTOMS A. Products: Provide one of the following: 1. National Guard. 2. Acceptable Substitutions: a. Pemco. b. Zero. 2.16 DRIP CAPS A. Install on a11 exterior doors not under cover as scheduled. B. Products: Provide one of the following: 1. National Guard. 2. Acceptable Substitutions: a. b. 2.17 FASTENERS � : C. I� Pemco. Zero. Provide door hardware manufactured to comply with published templates generally prepared for machine screw installation. Provide screws according to commercially recognized industry standards for application intended. Furnish each item complete with a11 screws required for installation. Typicall, all exposed screw installation. Insofar as practical, furnish concealed type fasteners and hardware units that have exposed screws, shall be furnished with Phillips flat-head screws with finished heads to match surface of adjacent door hardware. Door closers and exit devices shall be installed with closed head through bolts (sex bolts). City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 71 00 - 11 � PART 3 - EXECUTION 3.01 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. B. C. 3.02 A. Examine roughing-in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. Proceed with installation only after unsatisfactory conditions have been corrected. INSTALLATION Preparation: Comply with the following: 1. Steel Doors and Frames: Comply with Door and Hardware Institute (DHI) A115 Series, "Specifications for Steel Door and Frame Preparation for Hardware (ANSI)." B. Mount hardware units at heights indicated in the following applicable publications, except as specifically listed herein under Article 2.03 LOCATIONS, and/or otherwise directed by the Engineer and required to comply with governing regulations. 1. Steel Doors and Frames: Comply with DHI "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." C. Install each hardware item in compliance with the manufacturer's published instructions and current recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and re-installation or application of surface protection with finishing work specified in Division 09 Sections. Do not install surface-mounted items until iinishes have been completed on the substrates involved. l. 2. � Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. Re-install designated hardware for doors indicated on Drawings. Repair and/or replace hardware as required to provide a complete operable, secure closure. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 71 00 - 12 1 � � � ' � � LJ � `�I tJ � � � � , r, ' �u� � ' � , , D. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene mastic sealant. E. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. F. � G. � 3.03 , � Clean adjacent surfaces soiled by hardware installation. Clean operating items as necessary to restore proper function and finish. No hardware shall be installed until the hardware manufacturers have provided a pre-installation class to insure proper installation of the specified products. FINISH HARDWARE SCHEDULE A. The following hardware set(s) apply to the City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion and are based on door location types as indicated. Refer to Drawings for specific door numbers, sizes, types, and swings. � Exterior (Typical Exterior Access) - MD x MF — RHR/LHR Hinges: 1-1/2 pr Hager BB1191 NRP 4-1/2 X 4-1/2 Deadlock: 1 Best 35H - FOS 15H � Closer: 1 LCN 4011 AL Threshold 1 National Guard Door Bottom 1 National Guard ' Weatherstripping 1 National Guard Drip Cap 1 National Guard � � � r � � ' Exterior Equipment/Storage Rooms Double Doors - MD x MF — RHR Active Hinges: 3 pr Hager BB1191 NRP 4-1/2 X 4-1/2 Deadlock: 1 Best 35H - F07 15H Closer: 1(Active) LCN 4011 AL Flush Bolts 1 Set Ives Threshold 1 National Guard Door Bottom 2 National Guard Weatherstripping 1 National Guard Drip Cap 1 National Guard City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 71 00 - 13 �i Exterior Electrical Room (Exit) Door(s) - MD x MF — RHR Active Hinges: 1-1/2 pr Hager BB1191 NRP 4-1/2 X 4-1/2 Exit Device: 1 Von Duprin 9827 L Closer: 1 LCN 4011 AL Tlu�eshold 1 National Guard Door Bottom 1 National Guard Weatherstripping 1 National Guard Drip Cap 1 National Guard Interior (Typical Interior Access) — MD g MF — RH�LH Hinges: 1-1/2 pr Hager BB1191 4-1/2 X 4-1/2 Deadlock: 1 Best 35H - FO5 15H Closer: 1 LCN 4011 AL Stop: 1 Wall Type Interior Conference Room — WD x MF — RH/LH Hinges: 1-1/2 pr Hager BBl 191 4-1/2 X 4-1/2 Deadlatch: 1 Best 35H - FO1 15H Closer: 1 LCN 4011 AL Stop: 1 Wall Type Interior Unisex Restroom (Single) — MD x MF — LH/RH Hinges: 1-1/2 pr Hager BB1191 4-1/2 X 4-1/2 Privacy Latch: 1 Best 35H - FOl 15H Kickplate: 2 Ives 12" x 2" LDW Closer: 1 LCN 4011 AL Stop: 1 Wall Type Interior Restroom (Multi) - MD x MF - LHR Hinges: 1-1/2 pr Hager BB1191 4-1/2 X 4-1/2 Push Plate 1 Ives Pull 1 Ives Kickplate 2 Ives 12" x 2" LDW Closer: 1 LCN 4011 AL Stop: 1 Wall Type City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 08 71 00 - 14 � � , � � � ' � ' � � � � � � � r �� ' � � � ' � ' � � � , � ' I� � � � � u Interior Janitor — MD z MF — LHR/RHR Hinges: 1-1/2 pr Hager BB1191 4-1/2 X 4-1/2 Deadlock: 1 Best 35H - F07 15H Stop: 1 Floor Type Interior Office — WD x MF — RH/LH Hinges: 1-1/2 pr Hager BB1191 4-1/2 X 4-1/2 Deadlock: 1 Best 35H - F04 15H Closer: 1 LCN 4011 AL Stop: 1 Wall Type Exterior (Typical Exterior Access w/Electrified Lock) - MD x MF — RHR/LHR Hinges: 1-1 /2 pr Hager BBI191 NRP 4-1 /2 X 4-1 /2 Electrified Lock: 1 Schlage L9080EL 1 SH Power Transfer Device: 1 Von Duprin EPT-10. Closer: 1 LCN 4011 AL Threshold: 1 National Guard Door Bottom: 1 National Guard Weatherstripping: 1 National Guard Drip Cap: 1 National Guard Exterior (Typical Exterior pouble Door Access w/Electrified Lock) - MD x MF — RHR Active Hinges: 3 pr Hager BB1191 NRP 4-1/2 X 4-1/2 Electrified Lock (Active Lea�: l Schlage L9080EL I SH Power Transfer Device: 1 Von Duprin EPT-10. Closer (Active Lea�: 1 LCN 4011 AL Flush Bolts (Inactive Lea�: 1 Set Ives Threshold: 1 National Guard Door Bottom: 2 National Guard Weatherstripping: 1 National Guard Drip Cap: 1 National Guard Interior (Typical Interior Access w/Electrified Lock) — MD x MF — RH/LH Hinges: 1-1/2 pr Hager BB1191 4-1/2 X 4-1/2 Electrified Lock: 1 Schlage P9080EL I SH Power Transfer Device: 1 Von Duprin EPT-10 Closer: 1 LCN 4011 AL Stop: 1 Wall Type City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 END OF SECTION 08 71 00 - 15 �i � SECTION 09 5100 ACOUSTICAL CEILINGS PART 1— GENERAL 1.01 SUMMARY A. Furnish and install a11 acoustical panels and suspension systems for acoustical ceilings complete as located and detailed on Drawings. B. Review Architectural, Mechanical and Electrical Drawings for layout, location, and pattern of acoustical panels, location of recessed light fixtures, ceiling diffusers, and grilles, details of suspension system, details of change of level, details at ceiling penetrations, access door locations, special edge treatment, and all necessary connections to work of other trades. 1.02 RELATED WORK A. GYPSUM WALLBOARD: Section 09 29 00. B. LIGHTING FIXTURES AND CONTROLS: Section 26 50 00. 1.03 DEFINITIONS A. CAC: Ceiling Attenuation Class. B. LR: Light Reflectance Coefficient. C. NRC: Noise Reduction Coefficient. I� 1.04 A. : Recycled Content: Average percentage based on weight of component materials. Material recovered or diverted from the solid waste stream, either during the manufacturing process (pre-consumer) or after consumer use (post-consumer). QUALITY ASSURANCE Installer Qualifications: 1. Installation shall be performed only by a qualified installer with at least five (5) years documented experience in installations of a similar nature, and as approved by the manufacturer and Architect/Engineer. Source Limitations: 1. Acoustical Ceiling Panel: Obtain each type through one source from a single manufacturer. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 09 51 00 - 1 0 C. 0 1.05 A. � Suspension System: Obtain each type through one source from a single manufacturer. 3. Acoustical Ceiling System: Obtain each type of ceiling panel and suspension system component from a single manufacturer. Fire-Test-Response Characteristics: Provide acoustical panel ceilings that comply with the following requirements: 1. Fire-Resistance Characteristics: Where indicated, provide acoustical panel ceilings identical to those of assemblies tested for fire resistance per ASTM E 119 by UL or other testing and inspecting agency acceptable to authorities having jurisdiction. a. Fire-Resistance Ratings: Indicated by design designations from UL's "Fire Resistance Directory." b. Identify materials with appropriate markings of applicable testing and inspecting agency. 2. Surface-Burning Characteristics: Provide acoustical panels with the following surface-burning characteristics complying with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84. Design Criteria: l. The Acoustical grid system shall conform to structural classifications of ASTM C 635, and those established by the Ceiling and Interior Systems Construction Association (CISCA). SUBMITTALS Product Data: 1. Submit product data for each type of product specified. B. Shop Coordinate Drawings: 1. Submit reflected ceiling plans drawn to scale and coordinating penetrations and ceiling-mounted items. Indicate, as a minimum, the following: a. Ceiling suspension members. b. Method of attaching hangars to building structure. c. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers, access panels, and special moldings. Ciry of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-2 . � � � � ' , , ' � ' � , �� , � � � ' � ' C. � E F. G. 2. Manufacturer's names and product data shall be clearly indicated on all shop drawings. Samples for Verification: 1. Submit duplicate sets of samples of each kind of acoustical material proposed for use including suspension system. Each sample shall bear a label indicating the type, quality, and color of the material, and shall bear the manufacturer's name. Samples sha11 be prepared in size(s) as follows: a. [� Acoustical Panels: Set of 6-inch by 12-inch samples of each type, color, pattern, and texture. Exposed Suspension System Members, Moldings, and Trim: Set of 12- inch long samples of each type, finish, and color. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each acoustical panel ceiling and suspension system. 1. UL Acoustical Compliance: For acoustical performance, each carton of materials shall carry Underwriters' Laboratory (UL) certification for AC (if applicable), CAC and NRC. 2. UL Suspension System Load Compliance: Manufacturer shall certify that the metal suspension system is UL Classified to be load compliant per ASTM C 635. For load compliance, each carton of main tees shall carry Underwriters' Laboratory certification for load compliance. Installer Qualifications: 1. Submit documented evidence of installer's qualifications. Research/Evaluation Reports: 1. Submit research/evaluation reports for each acoustical panel ceiling and components. Maintenance Data: 1. Submit maintenance data for finishes to include in maintenance manuals. 1.05 PRODUCT, DELIVERY, STORAGE AND HANDLING A. The materials shall be delivered to the Site in the manufacturer's original, unopened, labeled containers, or packages. Materials shall be stored in enclosed areas with same temperature and humidity conditions as areas in which materials are to be installed. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-3 � B. All packages under this Section sha11 be properly marked on the outside with the identification of the material contained in the packages, so that they may be readily identified with the location to be used. � 1.06 Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. PROJECT CONDITIONS A. Mechanical and electrical equipment and fixture installers shall furnish a11 necessary supports for their materials independent of, and prior to, installation of suspended grid systems. B. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for zts intended use. PART 2 - PRODUCTS 2.01 A. ACOUSTICAL PANEL CEILING MATERIALS, GENERAL Manufacturers/Products: Subject to compliance with specification requirements, provide products by the manufacturers specified. B. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifcations as designated by types, patterns, acoustical ratings, and light reflectance, unless otherwise indicated. C. D. 2.02 A. B. Mounting Method for Measuring NRC: Type E-400; plenum mounting in which face of test specimen is 15-3/4 inches away from test surface per ASTM E 795. Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each product type. WATER-FELTED, MINERAL BASE ACOUSTIC PANELS FOR ACOUSTICAL PANEL CEILING APC-#1 Manufacturer: USG Interiors, Inc. Product Name: Radar C1imaPlus, Item Number(s) 2215 or 2415 as indicated or if not indicated, as selected by Architect and/or City; as follows: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-4 , � , � ' � � , � , � ' � Cl � , r+�p� � �41iW` ' ' ' � ' � � � � ' ' ' ' , � � � � ' ' C. 2.03 A. B. C. 1. Classification: Provide fire-resistance-rated panels complying with ASTM E 1264 for Type III, Form 2, mineral base with painted finish; Form 2, water felted; and pattern as follows: a. Pattern: CD. 2. Color: White. 3. LR: Not less than 0.84. 4. NRC: Not less than 0.55. 5. CAC: Not less than 35. 6. Recycled Content: Not less than 40%. 7. Edge Detail: Square (SQ). 8. Thickness: 5/8-inch. 9. Size: 24 x 24-inches. NO Substitutions. METAL SUSPENSION SYSTEMS, GENERAL Meta1 Suspension System Standard: Provide manufacturer's standard direct hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements of ASTM C 635. Finishes and Golors: Comply with NAAMM's "Metal Finishes Manual for Architectural and Meta1 Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory-applied finish for type of system indicated. 1. High-Humidity Finish: Comply with ASTM C 635 requirements for "Coating Classification far Severe Environmental Performance" where high-humidity finishes are indicated. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. 1. Anchors in Concrete: Anchors of type and material indicated below, with holes or loops for attaching hangars of type indicated and with capability to sustain, without failure, a load equal to iive times that imposed by ceiling construction, as determined by testing per ASTM E 488 or ASTM E 1512 as applicable, conducted by a qualified testing and inspecting agency. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-5 � 0 E. a. Type: Post-installed expansion anchors. b. Corrosion Protection: Stainless-steel components complying with ASTM F 593 and ASTM F 594, Group 1 alloy 304 or 316 for bolts; alloy 304 or 316 for anchor. 2. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capability to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as detertnined by testing per ASTM E 1190, conducted by a qualified testing and inspecting agency. Wire Hangars, Braces, and Ties: provide wires complying with the following requirements: , ' � ' � � � 1. Nickel-Copper-Alloy Wire: ASTM B 164, nickel-copper-alloy LJNS No. � N04400. 2. Size: Select wire diameter so its stress at three times hangar design load (ASTM C 635, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than 0.135-inch diameter wire. Hangar Rods and/or Flat Hangars: Mild steel, zinc coated or protected with rust- inhibitive paint. F. Angle Hangars: Angles with legs not less than 7/8-inch wide; formed with 0.04-inch thick, galvanized steel sheet complying with ASTM A 653, G90 coating designation; with bolted connections and 5/16-inch diameter bolts. G. H. 2.04 A. B. Seismic Struts: Manufacturer's standard compression struts designed to accommodate seismic forces. Seismic Clips: Manufacturer's standard seismic clips designed and spaced to secure acoustical panels in-place. METAL SUSPENSION SYSTEM FOR ACOUSTICAL PANEL CEILING APC-#1 Manufacturer: USG Interiors, Inc. Product Name: Donn DXL. C. Wide-Face, Capped, Double-Web, Fire-Rated Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet, prepainted, electrolytically zinc coated, or hot-dip galvanized conforming to ASTM A 653, not less than G30 coating designation, with prefmished 15/16-inch wide metal caps on flanges, as follows: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-6 � , ' ' , , ' r � ' �� ' , �__J , ' � 1. 2. 3. 4. 5. 6. Structural Classification: Intermediate-duty system. Four-foot tees shall carry a minimum of 121bs., per lineal foot and also be rated intermediate duty. End Condition of Cross Runners: Override (stepped) type. Face Design: Flat, flush. Cap Material: Steel cold-rolled sheet. Cap Finish: Painted white. NO substitutions. ' 2.05 ACOUSTICAL SEALANT A. Products: 1 2 Acoustical Sealant for Exposed and Concealed Joints: a. United States Gypsum Co. (USG): SHEETROCK Acoustical Sealant. Acoustical Sealant for Concealed Joints: a. Tremco, Inc.: Tremco Acoustical Sealant. B. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard non- sag, paintable, non-staining latex sealant complying with ASTM C 834 and effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. C. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, non- hardening, non-skinning, non-staining, gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission. , 2.06 FABRICATION , , A. Suspension system components shall be designed to support the ceiling assembly indicated on project Drawings with m�imum deflection of 1/360 of the span, including appropriate load-carrying capacity for acoustical panels, light fixtures, and HVAC elements, and shall be 1-1/2 inch high double-web intermediate main tees with 1-1/8 inch or 1-1/2 inch high cross tees. PART 3 - EXECUTION ! 3 A 1 INSPECTION ' � I�J City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 � 095100-7 ��1 �^] A. Examine the areas and conditions under which the acoustical ceiling system is to be installed. Examine substrates, areas, and conditions, including structural framing to which acoustical panel ceilings attach or abut, with installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical panel ceilings. B. Do not proceed with acoustical ceiling work until unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Comply with layout shown on reflected ceiling plans. 3.03 INSTALLATION A. Installation of acoustical ceilings shall be in strict accordance with ASTM C 636 and seismic requirements as indicated, per manufacturer's published instructions and CISCA's "Ceiling Systems Handbook," unless otherwise specified. B. Install acoustical ceiling panels in a true and even plane, in straight line course laid out syrninetrically about center lines of ceiling or panel. Border panels shall not be less than 6 inches wide. Unless shown otherwise on reflected ceiling plan Drawings, the work shall be so laid out that border panels shall be of the same width on opposite sides and fit neatly against vertical surfaces. C. Suspend ceiling hangars from building's structural members as follows: 2. Install hangars plumb within ceiling plenum suspension system. and free from contact with insulation or other objects that are not part of supporting structure or of ceiling u ' ' ' � ' ' ' ' LJ ' � � C� Splay hangars only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying or other equally effective � means. 3. Where width of ducts and other construction within ceiling plenum produces hangar spacings that interfere with location of hangars at spacings required to support suspension system, install supplemental suspension members and hangars in form of trapezes or equivalent devices. Size supplemented suspension members and hangars to support ceiling loads within performance limits established by referenced standards and publications. Crty of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-8 ' ' � , ��1iW ' ' ,I _� ' ' , � � � ' L� ' , , ' ' , ' ' ' 4. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight turns. Connect hangars directly either to structures or to inserts, eye screws, or other devices that are secure and appropriate for substrate and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 5. Secure flat, angle, channel, and rod hangars to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices that are secure and appropriate for both structure to which hangars are attached and type of hangar involved. Install hangars in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperature. 6. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangars to cast-in-place hangar inserts, post-installed mechanical or adhesive anchors, or power-actuated fasteners that extend through forms into concrete. 7. ,a Do not attach hangars to steel deck tabs. Do not attach hangars to steel roof deck. Attach hangars to structural members. 9. Space hangars not more than 48-inches o.c. along each member supported directly from hangars, unless otherwise indicated; provide hangars not more than 8-inches from ends of each member. D. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangars, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast-in-place or post-installed anchors. E. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. l. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16-inches o.c. and not more than 3-inches from ends, leveling with ceiling suspension system to a tolerance of 1/8-inch in 12-feet. Miter corners accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim. F. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 095100-9 � G. Install acoustical panels with undamaged edges and fit accurately into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit. I:� I. 1. 2 For square-edged panels, install panels with edges fully hidden from view by flanges of suspension system r�uruiers and moldings. For reveal-edged panels on suspension system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 3. For reveal-edged panels on suspension system members with box-shaped flanges, install panels with reveal surfaces in firm contact with suspension system surfaces and panel faces flush with bottom face of'runners. 4. Paint cut edges of panel remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. 5. Install hold-down clips in areas indicated, in areas required by authorities having jurisdiction, and for fire-resistance ratings; space as recommended by panel manufacturer's written instructions, unless otherwise indicated. , ' r ' ' ' � i� J� � 6. Protect lighting fixtures and air ducts to comply with requirements indicated for fire-resistance-rated assembly. ' Keep finished surface of acoustical ceiling panels free of soiling and left in a condition acceptable to the City. Replace all damaged units at no cost to the City. All suspension grid components damaged during construction activities shall be replaced prior to panel installation. 3.04 EXTRA STOCK A. Furnish to the City prior to Final Acceptance, extra stock of acoustical materials described below, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1 2 3. Acoustical Ceiling Panels: Full-size panels equal to 2.C1 percent of quantity installed. Suspension System Components: Quantity of each exposed component equal to 2.0 percent of quantity installed. Hold-Down Clips: Equal to 2.0 percent of amount installed. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project - 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 END OF SECTION 09 51 00 - 10 LJ ' LJ ' ,, �J� ' , , �U� , ' , , ' SECTION 110513 COMMON MOTOR REQUIREMENTS FOR EQUIPMENT PART1- GENERAL , 1.01 t_I , � I� DESCRIPTION Scope of Work 1. Tlie electric motors shall be provided in accordance with the requirements specified under this section, the General and Detailed Specifications and the Contract Drawings. B. Coordination , ' 1.02 I A. � , ' ' ' �J �� 1.03 1. Obtain motor nameplate data on equipment being furnished for properly sizing circuit breakers, starters, and overloads. 2. Obtain data on motor space heater and other accessories for properly sizing control power transformers. REFERENCES Electric motors shall comply with the latest applicable provisions and recommendations of the following: 1. NFPA 70 - National Electrical Code. 2. NEMA Standard -MGI- Motors and Generators. 3. UL Standard-674 - Electric Motors and Generators for use in Hazardous Locations. 4. UL Standard-1004 - Electric Motors. 5. AFBMA Standard-9 - Load Ratings and Fatigue Life for Ball Bearings. 6. AFBMA Standard-11 -Load Ratings and Fatigue Life for Roller Bearings. 7. IEEE Standard 841- Severe Duty Totally Enclosed Fan- Cooled Motors. 8. NETA, ATS International Electrical Testing Association Acceptance Testing Specifications. SYSTEM DESCRIPTION A. Specific motor data such as HP, RPM, enclosure type shall be as stated in the Detailed Specifications. The specific motor data is specified under the Detailed City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �C.t�� 6��"'all�+]�:i�F��t�'� Issued for Bid 11 OS 13 - 1 Revised March 4, 2013 Specification for the mechanical equipment with which the mutor is supplied. The motor types specified under this section shall include: 1. Single Phase, alternating current, fractional horsepower induction motors. 2. Three Phase, alternating current, NEMA frame, squirrel cage, induction motors. 3. 4. 5. 6. Three Phase, alternating current, above NEMA frame, squirrel cage, induction motors. Three Phase, alternating current, submersible, squirrel cage, induction motors. Three Phase, alternating current, wound-rotor, squirrel cage, induction motors. Direct current, small motors. 1.04 DESIGN REQUIREMENTS A. Motors shall be designed, built, and tested in accordance with the latest applicable editions of ANSUIEEE, NEMA, NFPA, and UL. The classifications, ratings, performance and testing of all motors sha11 be in accordance with the latest edition of NEMA Publication No. MG1. B. Motors shall be of sufficient capacity to operate the driven equipment under all conditions of operation without loading the motors beyond their rated nameplates current and power under all operating conditions imposed by the driven equipment. C. The rating of the motors offered shall in no case be less than the horsepower shown on the Contract Drawings or stated in the Detailed Specifications. Both the rating and the characteristics of the motor shall be suitable for the successful operation of the driven equipment, under load conditions, within nameplates values of service factor and ambient temperatures. D. Unless otherwise stated in the Detailed Specifications, motors shall be of three phase construction for ratings above 1/3 horsepower and single phase construction for 1/3 horsepower or less. E. All motors operating at 460 volts and below shall be of a type approved for starting characteristics and ruggedness as may be required under the actual conditions of operation. Unless otherwise stated in the Detailed Specifications, motors shall be designed for full voltage starting. When the motor is reduced voltage started, the motor shall develop ample torque for acceleration under the canditions imposed by the reduced voltage starting method. F. Multi-speed motors shall have a separate winding for each speed unless otherwise stated in the Detailed Specifications. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� ¢�� Issued for Bid 11 OS 13 - 2 Revised March 4, 2013 ' ' �l ' ' ' u � LJ ' ' � ' , ' ' ' � ' , ' , , I� u G. � Portable devices shall have totally enclosed motors and approved cord with provisions for grounding. They shall be suitable for the available power supply. All motors sha11 be continuous time rated suitable for operation in a 40 degrees C ambient unless stated otherwise in the Detailed Specification. I. Motors specified in the General and Detailed Specifications as premium efficiency type shall have nominal efficiencies in accordance with NEMA MG1, energy efficiency requirements. Motors with horsepower or RPM's not listed by NEMA sha11 conform to comparable standards of construction and materials as those for listed NEMA motors. J. Motors applied in speed varying service and operated from variable frequency drives , shall comply with NEMA MG 1 performance standards for inverter fed motors. ' 1.05 SUBMITTALS A. Contractor shall submit working drawings, shop drawmgs and matenal ' specifications for the approval of the Engineer in accordance with the requirements of the General Conditions, as specified under Division 1 of the Detailed Specifications. , � � , � ' ' ' 1 ' A. Working Drawings: 1. 2. Prior to equipment submission, submit a list of proposed manufacturers with the products they produce proposed for the contract. For fractional horsepower motors, data sheets showing nameplate data shall be submitted. 3. For motors rated one horsepower or greater, Motor Test Data Sheets shall be submitted. All values shall be from tests of previously manufactured, electrically duplicate motors or calculated data. Sheets shall be marked to indicate motor application location, manufacturer, type, frame size, bearing type, lubrication medium and enclosure type. Sheets shall include: a. b. c. d. e. f. g• h. i. Winding resistances. Torques. Efficiencies. Power factors. Slip. Full load. Locked rotor and no load amperes. Rotor voltage and amperes for wound rotor units. Nameplates temperature and results of dielectric tests. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 3 Revised March 4, 2013 � � : 4. An outline drawing or an outline data sheet showing complete motor dimensions shall be submitted to cover every motor rated greater than 1/3 horsepower. Several motors of the same type and rating for the same application may be covered by a single drawing or outline sheet. Drawings or sheets sha11 bear complete identifying data including frame size, speed, horsepower ratings and application for each particular unit. 5. Description of proposed shop and field testing methods, procedures and apparatus with calibration dates shall be submitted. Testing methods and procedures shall be submitted at least 45 days in advance prior to conformation of witness testing dates and actual testing. 6. Qualifications of proposed testing firm to perform acceptance testing shall be submitted. Submit firm experience records at least 45 days in advance to actual testing, five recent references with phone numbers shall be submitted. 7. All motor accessories, heaters, detectors, etc., shall be submitted. Certificates of Compliance: ' � ' ' L�� ' ' ' 1. Certified copies of motor characteristic curves and all other data necessary for establishing control and protective equipment settings shall be submitted. ' 2. Results of shop tests shall be certified. When routine tests are made in conjunction with complete initial tests, results shall be certified and copies sha11 be submitted. Results sha11 be included for each test. 3. Data and results of witness tests shall be submitted with copies of certified initial tests, accompanied by a certificate of authenticity sworn to before a notary public by an officer of the manufacturing company. Upon approval, release for shipment to site shall proceed and the Engineer shall be notified of the arrival date. C. Reports: D. 1.06 A. 1. 2. Shop test and field test reports shall be submitted. Manufacturer's site visit and acceptance testing reports shall be submitted. Operation and maintenance manuals shall be submitted in accordance with the Detailed Specifications. QUALITY ASSURANCE General: l. The motor manufacturer shall maintain a documented Quality Assurance Program implementing suitable procedures and controls to monitor a11 aspects of production and testing. The Quality Assurance Program sha11 be the manufacturer's standard program specifically dedicated to ensure each motor City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 4 Revised March 4, 2013 � � ' ' -, �� ' r � ' ' ' ' � � � � � � � , , ' is designed, assembled and tested in accordance with the requirements specified. 2. Motor manufacturer shall use a shop test facility that has calibrated testing apparatus, a dynamometer and qualified experienced technicians for all shop tests. Calibration of testing apparatus shall be within one year. 3. 4. All test equipment, instrument calibration and test reports shall be in accordance with the latest edition of the accuracy standard of The U.S. National Institute of Standards and Technology and NETA acceptance testing specification. Nameplates shall be provided for each motor. Nameplates shall clearly indicate information in accordance with NEMA requirements. Nameplates shall be engraved or embossed on stainless steel and fastened to the motor frame with stainless steel screws or drive pins. B. Field Tests: l. The motors shall be field tested. Field testing shall be performed in accordance with the requirements specified under Article 3.02. 2. Retain the services of the motor manufacturer for field service. Field service shall be in accordance with the requirements specified under Article 3.03. ' 1.07 , �' ' � ' ' L_! ' ' 3. Acceptance testing shall be in accordance with the requirements specified under Section 26 O1 26. DELIVERY, STORAGE AND HANDLING A. Electric motors shall be delivered, stored and handled in accordance with the Detailed Specifications, the motor manufacturer's instructions and the following: 1. Motors shall be inspected for shipping damage when received. 2. All sleeve or oil lubricated bearings motors shall be identified and the bearing reservoirs iilled to normal level. 3 � Motors shall be handled using motor base lifting lugs. Avoid pounding or bumping of motor which may damage motor. A hoist and spreader bar arrangement shall be used to avoid damage. Motors shall be stored indoors in clean, dry heated areas. 5. Motor space heaters shall be energized to prevent moisture condensation throughout the storage and construction period. 6. Motors shall not be stored in areas subject to continuous vibration. A small quantity of grease shall be injected into each bearing on a monthly basis. Purged grease sha11 be inspected for water or rust. Motor shaft shall be rotated by hand to check for binding. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 5 Revised March 4, 2013 � E�� a ��1i°al�l:: �R��+G 1.08 SPARE PARTS A. The Contractor shall furnish and deliver to the Engineer, at that part of the site and at such time as the Engineer may direct, spare parts for the electric motors in accordance with the Detailed Specifications. B. The spare parts shall be listed in an index and packed in containers suitable for long term storage, bearing labels clearly designating the manufacturer's part number with complete information for use and reordering. C. Spare parts shall be furnished in accordance with the manufacturer's recommendations for the motor size and type. Spare parts sha11 include at a minimum the following: 1. One set of brushes shall be provided for each DC type motor and wound rotor type motor requiring them. 2. One complete set of bearing linings, or renewable ball or roller bearings shall be provided for each three (or less) of each type and size of motor. Spare bearings shall be furnished for all motor types. When sleeve bearing motors are provided, spare oil rings shall be furnished for those motors. 3. 4. 5. 6. 7. 8. 9. One complete assembly of brush holders and supports shall be provided for each size of DC type motar and wound rotor type motor requiring them. One complete assembly of collector rings shall be provided for each size of wound rotor type motor requiring them. One complete set of fans and guards shall be provided (per each set of three, or less) for each size totally enclosed fan cooled type motor. One set of bearing temperature detectors shall be provided (per each set of three, or less) of each type of motor 250 horsepower and larger. One set of upper and outer seal assemblies shall be provided (per each set of three, or less) for each size submersible type motor. One set of O ring kit shall be provided (per each set of three, or less) for each size submersible type motor. One set of wear rings shall be provided (per each set of three, or less) for each size submersible type motor. D. Lubricants: The Contractor shall furnish as part of the bulk lubricant order the quantity of lubricants required to operate and maintain the motors furnished under this section for a period of one year after acceptance. As a minimum, there shall be provided sufficient oil and grease to make a least one lubricant change for each motor as applicable. Replace all lubricants used during startup and testing prior to acceptance of equipment. Furnish this replacement lubricant in addition to the lubricants included in the bulk order. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 6 Revised March 4, 2013 `�:�/ ^� ,,, � �, � � � � I� � � � � ' ' ' � u � , � ' �I ' ' ' � PART 2 - PRODUCTS � � � ' � � � ' 2.01 SINGLE PHASE AC MOTORS A. Unless otherwise specified in the Detailed Specifications, single phase motors shall be rated 104/208 or 115/230 volt, capacitor start. Small fan motors may be split- phase or shaded pole type if such are standard for the equipment. B. Bearings for single phase, open, enclosed and explosion-proof motors shall be sealed type. C. Motors shall be totally-enclosed except small fan motors may be open type if suitably protected from moisture, dripping water, and lint accumulation. Motor features shall be in accordance with the following: � 2.02 � 1. Open motors shall be split phase or capacitor start in accordance with torque requirements, 1.35 Service Factor, 40 degrees C Ambient Class B Insulation. 2. Enclosed motors shall be capacitor start, fan cooled 1.15 service factor, 40 degrees C ambient, Class F, treated insulation. Enclosed motors shall be totally enclosed fan cooled, or non-ventilated. Enclosed motors shall be designed to withstand chemical corrosion and shall be severe duty type equipped with cast iron end shields, neoprene gaskets, stainless steel shaft, heavy pressed steel fan cover and provision for threaded conduit connection. 3. Explosion-proof motors shall be fan cooled, split phase or capacitor start in accordance with torque requirements, 1.15 service factor, 40 degrees C ambient, equipped with swivel conduit connector and long leads for external connection. 4. Direct drive fan motors sha11 be shaded pole ar permanent split capacitor, 1.35 service factor, 40 degrees C ambient. THREE PHASE AC MOTORS A. General: l. Three phase motors shall be squirrel cage induction type, designed for � operation on a 3 phase, 60 hertz alternating current system. Motor voltage and where required adjustable frequency operation shall be as stated in the Detailed Specifications. � � , � 2. Unless otherwise required by the load, all motors shall be NEMA Design B, normal starting torque. Locked rotor KVA/HP shall not exceed NEMA Code Letter G for 20 HP motors and larger. 3. The design of the stator, rotor and shaft shall be in accordance with the approved practice of leading manufacturers. The motor frame shall be a rigid City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � E�� lGliwdl:�EF�� Issued for Bid 11 OS 13 - 7 Revised March 4, 2013 : 4. structure, designed to maintain the lamination in correct alignment and shall not be dependent on the lamination or bolts for rigidity. Motors having considerable core length shall be provided with approved means for taking up shrinkage in length. 5. Motor rotors shall be of cast or fabricated aluminum or fabricated copper or copper alloy as required to meet the motor performance characteristics of slip, torque, and efficiency. 6. Unless otherwise specified in the Detailed Specifications, three phase squirrel cage motors shall be severe duty totally enclosed. Severe duty motors shall conform to the requirements of IEEE Standard 841. Bearings: 1. Horizontal motors shall be provided with either the rolling element (anti- friction) or sliding element (sleeve) type bearings. Anti-friction type bearings shall be used for all NEMA frame motors. Where greater power and speeds are required by the driven equipment, sleeve type bearings shall be used. The bearings for all motors larger than 200 horsepower shall be insulated to prevent shaft currents and related bearing damage. 2. Bearings for 3 phase drip-proof, enclosed and explosion-proof motors sha11 be grease lubricated, ball type. Bearings shall be fitted with inlet fittings and outlet plugs. Motor bearings and grease reservoirs shall be protected from the entry of contaminants. 3. Bearings for direct drive fan motor shall be of the oil lubricated sleeve type. 4. When anti-friction bearing are furnished on horizontal motors for ratings to 500 horsepower and speeds to 3600 RPM they shall have a minimum bearing life of 100,000 hours as defined by AFBMA. Suitable fittings shall be provided to permit convenient positive purging of old grease during regreasing operation. Close running shaft seals shall prevent leakage of grease as well as prevent the entrance of foreign materials such as water and dirt into the bearing area. Motors equipped with anti-friction bearings shall have the appropriate AFBMA number stamped on a nameplate attached to the motor. 5. When furnished, sleeve bearings shall be ring-oiled with an adequate, integral self-cooled oil reservoir. The bearing sleeves shall be lined with a high tin content babbitt to minimize oil contamination. Close running shaft seals shall prevent oil leakage as well as prevent entrance of foreign material such as water and dirt into the bearing area. Oil level sight gages with permanently marked easily discernible oil level shall be provided. In addition, inspection openings to observe the oil rings shall also be provided. 6. When required by motor speed and bearing size, provision shall be made for forced lubrication. The oil supply shall be supplied with motor. In addition, City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� j�� Issued for Bid 11 OS 13 - 8 Revised March 4, 2013 ' � � �� ' i� �� ' � i� CI � oil rings and an adequate oil reservoir in the bearing housings shall be provided to permit orderly shutdown of the motor in the event of failure of the formed feed lubrication system. � � � � C. 7. Vertical motors sha11 be provided with thrust bearings adequate for a11 thrusts to which they can be subjected. The rated minimum life of the thrust bearings shall be at least 15,000 hours when operated at rated speed and full load thrust. The driven equipment manufacturer shall supply the motor manufacturer with the speed and thrust conditions required by the driven equipment. 8. Submersible motor bearings shall be permanently sealed and lubricated. Anti- friction guide and thrust bearings shall be replaceable. Bearings shall have a rated minimum life of 15,000 hours. Insulation: 1. The insulation system for three phase AC motors shall be rated Class F, with a service factor of 1.15 times the nameplate horsepower rating when operated on a sine wave supply and a service factor of 1.0 on an adjustable frequency supply. Temperature rise shall be limited to Class B insulation system when motor is operated continuously at rated horsepower with an ambient temperature not exceeding 40 degrees C. 1 2. Windings shall be epoxy coated. The windings shall be thoroughly treated with approved insulating compound suitable for protection against moisture, salt air and slightly acid or alkaline conditions. The insulation system for � enclosed motors shall be upgraded by additional dips and bakes to increase moisture resistance. ' �� . � � � 3. Motors for outdoor service and all motors larger than 200 horsepower shall have vacuum/pressure impregnated epoxy insulation (VPI) for moisture resistance. Motors shall be preheated before VPI and baked in a temperature controlled oven. 4. Motors applied in speed varying service and operated from variable frequency drives sha11 have an inverter grade insulation system designed and built in accordance with NEMA MG1 Part 31. The stator windings and end turn connections shall be fully brazed to withstand full voltage starting regardless of the starting method indicated in the Detailed Specifications. The bracing system shall essentially eliminate coil vibration under the high current conditions of starting as well as during normal operation. If a tied system is used, it shall be such that no tie depends on the integrity of any other tie within the system. 6. Motors larger than 200 horsepower shall be form wound. Form wound coils with a micaceous ground wall insulation is required with additional insulation similar to Mica 5 and hot pressed to make a sealed system. Coils shall be City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) ��1�� E��[�1��F��C`s Issued for Bid 11 OS 13 - 9 Revised March 4, 2013 I� form wound with mica insulation and each separate coil shall be vacuum pressure impregnated before inserting into slots. Enclosures: 1. Wound rotor motors shall be drip-proof, except for crane and hoist installations and where specified otherwise. 2. Motors shall have a steel or cast iron frame and a cast iron or steel conduit box. For wound rotor motors separate boxes for stator and rotor connections shall be provided. For NEMA frame size motors cast aluminum frames and terminal boxes may be used. 3. Motor enclosures shall conform to the NEMA classifications specified and to the following: a. Open Drip proof: Motors shall have a steel or cast iron frame, cast iron end brackets and steel conduit box. Vertical motors of the open type shall be provided with drip hoods of approved shape and construction. When the drip hood is too heavy to be easily removed, provision shall be made for access for testing. (�en motors shall be provided with corrosion resistant screens over the air openings in accordance with NEMA requirements for guarded machines. b. Totally enclosed fan cooled and non-ventilated motors shall have a cast iron frame, cast iron end brackets and cast iron conduit box. Drain holes shall be provided on each end of motor. c. Explosion proof motors shall have a cast iron frame, cast iron end brackets and cast iron conduit box. Unless shown otherwise on the Contract Drawings or stated in the Detailed Specifications, explosion proof motors shall be UL listed for Class 1, Division 1, Group D hazardous areas. d. Severe duty motors shall include a corrosion resistant treatment. Severe duty motors shall have a cast iron frame, cast iron end brackets, cast iron conduit box, stainless steel "T" drains in both end brackets, corrosion resistant fan and stainless steel hardware. e. Submersible motors shall be hermetically sealed, watertight with tandem mechanical seals suitable for continuous submergence and listed for Class 1, Division 1, Group D locations. 4. Motor conduit box shall be split from top to bottom and shall be capable of being rotated to four positions. Motor conduit box shall be in accordance with the following: a. Conduit box shall be gasketed and shall include rubber-like gaskets between the frame and the conduit box and between the conduit box and its cover. b. Conduit boxes or openings in motor housings shall be provided with conduit hub type fttings to permit threaded conduit connections. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �Eg�� [y�,E�� Issued for Bid 11 OS 13 - 10 Revised March 4, 2013 i� ' � � �� ' �' � � � � � ' � � ' � � � � � � L� �� ! c. �� e. f. 2.03 DC MOTORS A. General: : C� I� Single phase, explosion-proof and direct drive fan motors shall be provided with conduit fittings and leads to permit external connection. Conduit box sizes shall be in accordance with code requirements. This shall include high-voltage terminations or stress cones. Protective and aw�iliary devices shall ternunate in auxiliary conduit boxes for motors rated above 600 volt. Terminal leads shall be flexible and shall be of sufficient length to extend for a distance of not less than ten inches beyond the face of the terminal box. Terminal leads shall be fitted with solder less lugs suitable for attachment to lugs installed on external wiring. Leads shall be sealed with a non-wicking, non-hygroscopic insulating material or an insulating "wrap-cap" as manufactured by Ideal Industries. Provisions for terminal box size, length of leads, size of conduit openings and type of terminal lugs shall be complied with irrespective of any other standards or practice. A motor frame grounding stud shall be provided inside the conduit box. A drilled and tapped hole shall be included. 1. DC motors shall be designed and built in accordance with NEMA Standard MG 1-12 for use on a full wave, single phase, rectified power supply. 2. DC motors shall be heavy duty, industrial SCR drive type, direct current. Motor construction sha11 be shunt-wound or permanent-magnet type as stated in the Detailed Specifications. 3. DC motors shall provide a constant torque output over the operating speed range, with fixed shunt excitation and variable DC armature voltage. Bearings shall be grease lubricated, double shielded, with shaft seals. Insulation: 1. The insulation system for DC motors shall be Class F, with a service factor of 1.15 times the nameplate horsepower rating. 2. The windings sha11 be epoxy coated and include a thermostat protector. Thermostat shall be in accordance with the requirements specified under Paragraph 2.04 C. Enclosures: City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 11 Revised March 4, 2013 ,. 1. DC motor enclosure shall be totally enclosed fan cooled, or non-ventilated. The frame size shall be selected by the manufacturer to prevent overheating when continuously operated at low speeds. 2. Motor enclosures shall be severe duty type, designed to withstand chemical corrosion, and shall utilize corrosion resistant materials for special finishes in their construction. Motors shall be equipped with cast iron end shield, neoprene gaskets, stainless steel shaft, heavy pressed steel fan cover and provisions for threaded conduit connection. 3. When stated in the Detailed Specification, the motor enclosure shall be fitted with a factory mounted tachometer generator. The generator sha11 be C-face or flange mounted construction. 2.04 ACCESSORIES A. General: I: l. Motor accessories shall be provided in accordance with the requirements specified under this section unless otherwise stated in the Detailed Specifications. � 2. Each outdoor motor 5 horsepower and larger shall be provided with space heaters. 5 horsepower and larger enclosed motors installed indoors in damp, unheated spaces shall also be provided with space heaters. 3 4. Winding thermal protection, thermostat type shall be provided for each motor in accordance with the following: a. Submersible motors and explosion proof motors. b. Variable speed motors up to 200 horsepower. c. Constant speed motors 5 horsepower and larger up to 200 horsepower. Space heaters, stator and bearing temperature detectors shall be provided for each motor 100 horsepower and larger. 5. Cranes, elevators, hoists, and other devices complying with special safety codes shall be furnished complete with their control equipment, and with all accessories and safety devices for approved safe and efficient operation. Space Heaters: 1. Space heaters for condensation prevention shall be rated 120 volt. Wattage sha11 be suitable for the particular frame size and type in accordance with the manufacturer's recommendation. 2. Space heater wire leads shall be brought out to an alixiliary conduit box on the motor. Box construction shall match main power conduit box. C. Winding thermal protection shall be in accordance with the following: City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��, �,�� Issued for Bid 11 OS 13 - 12 Revised March 4, 2013 , � � � � � � � LJ � � � � � � J � � ' l. Thermostats shall be bi-metal disk or rod type embedded in the stator windings. Thermostat contacts shall be automatic reset type, rated 120 volt AC, 5 amps minimum opening on excessive temperature. � 2. Thermistors embedded in each stator phase winding shall be in direct contact with the winding conductors. Each thermistor circuit shall be factory wired to 120 volt solid state control module mounted at the motor in a NEMA 4X box. , The control module contacts shall be automatic reset type, rated 120 volt AC, 5 amps minimum opening on excessive temperature. � � 3. Resistance temperature detectors shall be 100 ohm precision type with calibrated resistance-temperature characteristics. Detectors, two per phase, shall be positioned to detect highest winding temperature and located between coil sides in stator slots. Detector leads shall be wired to a separate NEMA 4X ternunal box. D. Single Phase Motors: Single phase motors requiring auxiliary starting resistors, capacitors or reactors and switching devices shall be furnished as combination units with such auxiliaries either incorporated within motor housings or housed in suitable enclosures, mounted upon motor frames. Each combination unit shall be mounted upon a single base and shall be provided with a single conduit box. 2.05 � � � � � � C� � A. : PAINTING External Surfaces: 1. All severe duty motors sha11 have all external surfaces pretreated, primed and painted. External surfaces shall be pretreated so the surface is clean and free of contaminants. After pretreatment, the surface shall be primed with an oxide primer and then spray painted with a minimum of .003 inch thick epoxy polyamide and semi-gloss coating that is chemical, solvent, salt water, and acid resistant. 2. All other motors shall have external surfaces pretreated, primed and painted in accordance with the manufacturer's standard treatrnent. Internal Surfaces: � All severe duty motors shall have all internal surfaces pretreated, primed and painted. Internal surfaces shall be pretreated so the surface is clean and free of contaminants. After pretreatment, the surface shall be primed with an oxide primer and then painted with an epoxy paint. Machined joints and threaded parts shall be coated with rust inhibiting compound. All other motors shall have internal surfaces pretreated and primed in accordance with the manufacturer's standard treatment. C. All machined bolts and screws and other hardware shall be of the hex head type and shall be zinc plated. Stainless steel hardware shall be used on severe duty motors. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) ��.1�� E�i�11��::��1�� Issued for Bid 11 OS 13 - 13 Revised March 4, 2013 2.06 SHOP TESTS A. Certified Shop Tests: 1. Shop testing shall be performed on the motors at the manufacturer's plant prior to shipment. Shop test shall be in accordance with the latest revisions of NEMA MG1 and shall demonstrate that the equipment tested conforms to the requirements specified. 2. The Contractor shall provide a shop test report. The report shall identify the tests performed and the results obtained. 3. Every motor rated less than 200 horsepower shall be given a routine test at the manufacturer's factory. The routine test shall consist of: a. No Load Speed, Voltage and Current at rated frequency. b. Locked Rotor Current. c. Winding Resistance. d. High Potential. e. Bearing Inspection. f. Measurement of Secondary Volts at standstill for wound-rotor units. 4. Motors rated at 200 horsepower or greater shall be given complete initial tests consisting of: a. Full-load Heat Run. b. Percent Slip. c. No Load Speed, Voltage, Current and losses at rated frequency. d. Full Load Current. e. Locked rotor Torque. f. Locked-rotar Current. g. Breakdown Torque (Calculated). h. Starting Torque (squirrel-cage). i. Winding Resistance. j. High Potential. k. Sound. 1. Vibration. m. Efficiencies at 125, 100, 75 and 50 percent of full load. n. Power Factors at 125, 100, 75 and 50 percent of full load. o. Bearing Inspection. p. Measurement of Secondary Volts at collector rings for wound-rotor units. B. Witnessed Shop Tests: � � � 1. The Contractor shall perform witnessed shop tests in accordance with the � Detailed Specifications. City of Clearwater � WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �g��; ��(�,pp��y�� Issued for Bid 11 05 13 - 14 Revised March 4, 2013 � 2. When stated in the Detailed Specifications, motors shall be witness tested. Motors shall be given a complete test two weeks before and then retested in the presence of the witness. 3. When complete initial or witness tests are required for a group of the same type, rating and horsepower for the same application, all units of the group shall be subjected to the complete test, unless specifically stated otherwise in the Detailed Specifications. PART 3 - EXECUTION 3.01 A. : INSTALLATION Motors shall be installed in accordance with manufacturer's instructions and recommendations. Each motor shall be carefully and properly aligned with the driven equipment. C. Equipment shall be secured to mounting surface with anchor bolts. Anchor bolts shall be provided meeting manufacturer's recommendations and of sufficient size and number to secure equipment. D. Motor nameplates shall be installed for identification of equipment. Nameplates shall be provided in accordance with the requirements of General Specification 15076- Piping and Equipment Identiiication. 3.02 FIELD TESTS A. After installation, motors shall be field tested for operation and conformance. The Contractor shall perform field tests in accordance with the Detailed Specifications. The field tests sha11 be witnessed by the Engineer and certifed by the Contractor. B. Motor testing shall be performed by the manufacturer's representative, prior to energizing equipment. Equipment shall not be energized without the permission of the Engineer. The testing shall be in accordance with the recommendations of the manufacturer's representative and shall include at a minimum the following: 1 2. Motors shall be checked to determine that they have been properly installed, lubricated and connected. Motors sha11 be checked to determine they are not overloading, overheating or defective. 3. Motors shall be checked to determine they comply with performance and design parameters. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � f��l�� '"'a9F�61�E��! Issued for Bid 11 OS 13 - 15 Revised March 4, 2013 3.03 MANUFACTURER'S FIELD SERVICES A. A qualified manufacturer's service representative shall assist in the installation of the motors, check the motor installation before it is placed into operation, assist in the performance of field tests, observe and assist initial operations and train the plant operations and maintenance staff in the care, operation and maintenance of the motors. B. The Contractor shall provide equipment start-up services and training in accordance with the Detailed Specifications. C. The Contractor shall provide a field report from the manufacturer's representative for each visit to the site. The report sha11 include complete information on time, schedule, tasks performed, persons contacted, problems corrected, tests results, training, instruction and all other pertinent information. I� 3.04 The service representative shall sign in with the Engineer on each day they are at the site. ACCEPTANCE TESTING A. The Contractor shall provide acceptance testing of the motors. All acceptance testing shall be performed by the testing firm, after the completion of tt�e field tests specified � under Section 26 O1 26 The acceptance testing shall be witnessed by the Engineer and certified by the Contractor. ,�, : Ci Acceptance testing inspection shall be performed on each motor larger than 25 horsepower. Inspection shall include the following: 1. Electrical and grounding connections shall be inspected. 2. Shaft alignment, proper mounting and lubrication shall be inspected. 3. Ventilating air passageways shall be inspected for blockage. 4. Excessive noise shall be inspected. 5. Any overheating shall be inspected. 6. Correct rotation shall be inspected. 7. Protective detectors operation shall be checked. 8. Any excessive vibration shall be checked. 9. Space heater operation shall be checked. Acceptance electrical testing shall be performed on each motor larger than 25 horsepower. Testing shall include the following: 1. Insulation resistance tests shall be performed. City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 16 Revised March 4, 2013 � � � � � i�� hfCli+��i��f�� , ' u� � � � � ' � � LJ � � � � � �� E. 2. Surge comparison testing shall be performed. 3. Vibration tests shall be performed. 4. Bearing insulation resistant tests on insulated bearings shall be performed. 5. Running current and voltage shall be measured and evaluated relative to load conditions and nameplate full-load amperes. 6. High-potential tests shall be performed. 7. For wound rotor motors, additional electrical testing at minimum and normal operating load points and at ring short shall be performed. 8. Motors shall be operated with driven equipment for a minimum of 48 continuous hours and rechecked for overheating and vibration. All tests and values for AC and DC motors shall be in accordance with the manufacturer's recommendations and NETA, ATS Acceptance Testing Specification. The Contractor shall provide an acceptance testing report. The report shall be in accordance with NETA, ATS Acceptance Testing Specification. END OF SECTION City of Clearwater WTP No. 2— Contact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 11 OS 13 - 17 Revised March 4, 2013 `�.�' � � � � ' � � � � r ' � � � , ' � � r PART 1- GENERAL 1.01 A. : SECTION 26 05 43 UNDERGROUND DUCTBANKS DESCRIPTION Scope: 1. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specifed and required to furnish and install underground ductbanks. Coordination: Ductbank routing on the Drawings is diagrammatic. Coordinate installation with piping and other underground systems and structures and locate clear of interferences. 1.02 REFERENCES A. Standards referenced in this Section are listed below: l. National Electrical Code, (NEC). 2. National Electrical Safety Code, (NESC). 1.03 SUBMITTALS A. Shop Drawings: 1. Layouts showing the proposed routing of ductbanks and the locations of manholes, handholes and areas of reinforcement. 2. Profiles of ductbanks showing crossings with piping and other underground systems. 3. Typical cross sections for each ductbank. 4. Installation procedures. B. Record Drawings: Include the actual routing of underground ductbank runs on Record Drawings in accordance with Section O1 78 39, Record Documents. PART 2 - PRODUCTS 2.01 MATERIALS A. Duct: EB-35 conduit and fittings concrete encased in accordance with Section 26 OS 33, Rigid Conduit. City of Clearwater WTP No. 2 RO Expansion Revised March 4, 2013 26 OS 43 - 1 � B. C. D. E. Galvanized Rigid Steel Conduit: Galvanized rigid steel conduit and fittings in accordance with Section 26 OS 33, Rigid Conduit, if required. Backfill: Select backfill in accordance with Section 02 03 15, Excavation and Backfill. Reinforcement: In accordance with Section 03 20 00, Concrete Reinforcement. Concrete: In accordance with Section 03 30 00, Cast-In-Place Concrete. PART 3 - EXECUTION 3.01 INSPECTION ! i � � A. CONTRACTOR shall examine the conditions under which the Work is to be installed and notify the ENGINEER, in writing, of conditions detrimental to the proper and timely � completion of the Work. Do not proceed with the Work until unsatisfactory conditions have been corrected. 3.02 A. B. C. INSTALLATION Provide excavation and backfilling required for ductbank installation. Make ductbank installations and penetrations through foundation walls watertight. Top of ductbanks shall be a minimum of 24-inches below grade, unless otherwise approved by the ENGINEER. D. Assemble ductbanks using non-magnetic saddles, spacers and separators. Position separators to provide 3-inch minimum concrete separation between the outer surfaces of the ductba.nks. Provide side forms for each ductbank. E. Provide a 3-inch minimum concrete covering on both sides, top and bottom of concrete envelopes around conduits. Concrete covering size shall be as shown. Add red dye to concrete for easy identification during subsequent excavation. Red dye concrete shall include the entire ductbank, including top and bottom. F. G Firmly fix ducts in place during placing of concrete. Carefully place and vibrate the concrete to ensure filling of all spaces between ducts. Make bends with sweeps of not less than 48-inch radius or five degree angle couplings. H. Make a transition from non-metallic to galvanized rigid steel conduit where ductbanks enter buildings, manholes, handholes and outdoor pads. Provide expansion/deflection fittings in accordance with Section 26 OS 35, Expansion/Deflection Fittings. Terminate ducts in insulated grounding bushings. Continue ducts inside buildings with galvanized rigid steel conduit. Ciry of Clearwater WTP No. 2 RO Expansion � Revised March 4, 2013 26 OS 43 - 2 �� j�(��{� � � � � � � ' � � � , � r � � � � � ' ' � ' � � � � ' I. Reinforce all ductbanks: 1. Unless otherwise shown, reinforce with No. 4longitudinal steel bars placed at each corner and along each face at a maximum parallel spacing of 18-inches on centers, and No. 3 tie-bars transversely placed at 18-inch maximum longitudinal intervals. 2. Maintain a maximum clearance of 1-inch from bars to the edge of the concrete encasement. J. Where ducts enter structures such as manholes, handholes, pullboxes, transformer and switchgear compartments, or buildings, terminate the ducts in suitable end bells, insulated bushings or couplings on steel conduits. K. Do not backfill with material containing large rock, paving materials, cinders, large or sharply angular substances, corrosive material or other materials which can damage or contribute to corrosion of ducts or cables or prevent adequate compaction of fill. L. Slope ductbank runs for drainage toward manholes and away from buildings with a slope of approximately 3-inches per 100 feet. M. Install a#4/0 bare stranded copper ductbank ground cable in each ductbank envelope. Make ground electrically continuous throughout the entire ductbank system. Connect ground cable to building and station ground grid or to equipment ground buses. In addition, connect ground cable to steel conduit extensions of the underground ductbank system. Provide ground clamp and bonding of each steel conduit extension, where necessary to maintain continuity of the ground system. Terminate ground cable at last manhole or handhole for outlying structures. N. After completion of the ductbank and prior to pulling cable, pull a mandrel, not less than 12-inches long and with a cross section approximately 1/4-inch less than the inside cross section of the duct, through each duct. Then pull a rag swab or sponge through to make certain that no particles of earth, sand or gravel have been left in the duct. O. Install a warning ribbon approximately 12-inches below finished grade over all underground ductbanks carrying cables of 480 volts and higher. The identifying ribbon shall be a PVC tape, 3-inches wide, yellow color, permanently imprinted with "CAUTION BURIED ELECTRIC LINE BELOW" in black letters. P. Plug and seal empty spare ducts entering buildings and structures. Seal watertight all ducts in use entering buildings and structures with 0-Z/Gedney Type DUX duct sealing compound or equal. Q. Reused Existing Ducts: Pull rag swab through duct to remove water and to clean duct prior to installing new cable. 2. Repeat swabbing until all foreign material is removed. City of Clearwater WTP No. 2 RO Expansion Revised March 4, 2013 26 OS 43 - 3 � i�� F+i�1�1:�6�1�� 3. Pull mandrel through duct, if necessary, to remove obstructions. � R. Install ductbanks in conformance with National Electrical Code and National Electrical � Safety Code. City of Clearwater WTP No. 2 RO Expansion Revised March 4, 2013 END OF SECTION 26 OS 43 - 4 � � , � � ' � � i � � � 1 � r � i��1�� l��3`��i�� , , ' � ' i ' � � , � � , � � � � � , ' SECTION 26 36 23 AUTOMATIC TRANSFER SWITCH PART1-GENERAL 1.01 DESCRIPTION A. Scope of Work: 1. Furnish and install one automatic transfer switch including all appurtenances required as shown on the Drawing and specified herein. The automatic transfer switch sha11 be furnished with the generator. B. Related Work Described Elsewhere: 1. Stand-by Generator Section 26 32 13 1.02 QUALITY ASSURANCE A. Standards: l. Underwriters' Laboratories (U.L.) - 1008. 2. National Electric Code (NEC). 3. National Electrical Manufacturers' Association (NEMA). B. Manufacturers: 1. GE Zenith 2. Onan/Cummins 3. ASCO 4. Thomson Technology 1.03 SUBMITTALS A. Submit shop drawings and product data clearly indicating: 1. Cabinet dimensions. 2. All applicable options and accessories. 3. Wiring diagrams. 4. Interrupting or withstanding current rating. 5. All electrical characteristics and data as required to show compliance with these specifications. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 26 36 23 - 1 Revised Maroh 4, 2013 EMI B. To establish conformance with the above, manufacturer must produce certified test reports from an independent testing laboratory to verify the identical samples have been subject to three phase short circuit current at rated voltage, for a minimum of 3 cycles duration, without contact damage or contact welding and without the use of current limiting fuse protection. Oscillograph traces are to be supplied to verify that the test parameters have been met. C. Warranty: The equipment supplied under this Section shall be covered by warranty with the same or more comprehensive coverage then a full 5 year warranty plus a 5-year extension option. Warrant shall cover all parts, labor, travel and related items. Warranty shall be administered by the same company that supplied the equipment. 1.04 PRODUCT DELIVERY STORAGE AND HANDLING A. The equipment shall be stored indoors in a dry location at all times. B. The equipment shall be maintained in an upright position at all times. Lifting shall be only at the floor sills or the top mounted lifting angles. C. The equipment shall be protected against damage at all times. Any damage to the paint shall be carefully repaired using touch-up paint furnished by the ATS Manufacturer. D. Each box or package shall be properly marked to show its net weight in addition to its contents. PART 2 - PRODUCTS 2.01 AUTOMATIC TRANSFER SWITCH A. General: 1. Install as specified herein and on the Drawings, an automatxc transfer switch to protect the load from loss of power. The load transfer control shall be fully rated 3000 amp, 4-pole for continuous duty and for all classes of load. The control components shall be compatible with the electrical requirements of the standby set. a. Upon power line outage, automatically start the generating set and when the set comes up to speed and voltage, disconnect the load circuits from the power line and transfer them to the standby set's output. b. Upon power line return, transfer the load back to the line and stop the standby set. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 26 36 23 - 2 Revised March 4, 2013 ' ' � � � � � � ' , � � � � � , � EMI ' ' � , � , ' ' �_� � �l ' � ' � �� , � , ' 2. On failure of normal power, or a drop in voltage on any phase to 70% of normal, contacts shall close after a delay of 2.5 seconds to override momentary voltage fluctuations, and signal the engine generator to start. When the generator reaches a 90% of rated voltage and frequency, the switch shall operate to transfer the load to the generator. On restoration of all phases of normal power to 90% or more of nominal voltage for an adjustable period of up to 9990 hours, the switch shall retransfer the load to normal and the engine starting contacts shall open. 3. The transfer switch shall be a mechanically held device utilizing two circuit breakers or contactors. Circuit breakers shall be high instantaneous trip circuit interrupters; trip free in the closed position, complete with terminal lugs suitable for copper or aluminum conductors. The breakers shall be operated by a common transfer mechanism to provide double throw switching action. 4. The transfer mechanism shall be electrically operated by a single unidirectional gear motor which shall be powered by the source to which the switch is transferring. The switch shall be mechanically and electrically interlocked. The switch shall be capable of manual operation and shall have provision for disengaging the motor when so operated. It shall not be possible for the load to be simultaneously connected to the normal and emergency sources during manual operation to allow maintenance of load circuits. The speed of contact opening and closure shall be the same during manual and automatic operation. 5. The switch shall have equal withstand, closing and interrupting rating at the voltage employed, sufficient for the available short circuit at the point of application. 6. The control circuit shall utilize solid state components mounted on printed circuit boards wherever practical, to accomplish functions such as timing, voltage, and frequency monitoring. Circuit boards shall be individually replaceable plug-in type. Relays sha11 be plug-in dust-proof type. Voltage sensing relays shall be solid state, field adjustable, close differential type with positive locks which operate without affecting relay settings. 7. The entire transfer switch and accessories shall be enclosed in a NEMA 12 steel enclosure with hinged door. It shall contain a spare pair of contacts, one for normal and one for emergency, a solid neutral bar and four-position selector switch with test-auto-off and engine start positions. It shall be UL-1008 listed, including accessories, in accordance with NEC Article 700 and CSA approved. It shall include the following accessories: a. Time Delay Starting Engine: Adjustable from 0.6300 seconds with tin plated contacts. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 26 36 23 - 3 Revised March 4, 2013 EMI b. Time Delay Normal to Emergency: Adjustable from 0.1-9990 hours. Factory set at 0.1 seconds. c. Time Delay Emergency to Normal: Adjustable from 0.1-9990 hours. Factory set at 2 minutes. d. Time Delay for Engine Cool Off: Adjustable from 0.1-9990 hours. Factory set at 5 minutes. e. Frequency and Voltage Relays for Normal Source and Emergency Source. Under Volt Adj. 90%; Pickup 70% Drop. f. Time Delay Motor Load Transfer: Adjustable from 0.5-10 seconds. In-phase monitors and motor disconnects are unaccepta.ble. g. Pilot Lights: Normal Supply Green in Cover; Emergency Supply Red in Cover. h. Plant Exerciser: 7 day type with provisions to exercise with or without load with Selector Switch. i. Engine Start Contacts. J• k. Remote shunt trip relay to prevent generator starting, if required by local codes. Auxiliary contacts for remote power failure relaying. PART 3 - EXECUTION 3.01 INSTALLATION A. The equipment manufacturer shall furnish the services of a competent and experienced representative who has complete knowledge of proper operation and maintenance of the equipment for period of not less than one (1) day to inspect the installed equipment, supervise the initial test run, and to provide instructions to the plant personnel. The visit will be for checking and inspecting the equipment after it is installed, and shall be allocated solely to the instruction of plant personnel in operation and maintenance of the equipment. This instruction period shall be scheduled at least ten days in advance with the Owner and shall take place prior to plant start-up and acceptance by the Owner. The final six (6) copies of operation and maintenance manuals specified in Section 01730 must have been delivered to the Engineer prior to scheduling the instruction period with the Owner. These services may be combined with those provided under Article 1.06, Operating Instructions. 3.02 1NSPECTION AND TESTING City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 26 36 23 - 4 Revised March 4, 2013 , ' � � , ' � � , , � ' � � � � EMI , � � ' � , , � � ' ' � � � , ' � � , , ' A. Prior to acceptance of the automatic transfer switch all equipment furnished hereunder shall be tested to show it is free of any defects and the generator set can operate satisfactorily under loaded conditions. END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 26 36 23 - 5 Revised March 4, 2013 � EMI � ' � PART1- GENERAL ' � � L1 ' r � , , ' ' ' , ' �� ' SECTION 33 5613 GENERATOR FUEL STORAGE SYSTEM 1.01 DESCRIPTION A. Scope of Work: The scope of work includes the furnishing of all labor, materials and equipment required for the installation and testing of the fuel storage and piping system complete and ready for operation. The system will include a new aboveground fuel storage tank, fuel piping system, fuel storage tank monitoring system and : C. accessones. Related Work Described Elsewhere: Diesel Engine Driven Generator is included in Section 26 32 13. General Design: l. The tank and equipment specified herein are intended to be standard for use in storing diesel fuel and transferring the fuel to a day storage tank. 1.02 QUALITY CONTROL A. All work shall conform to the applicable requirements of the city, county, state and federal codes. Where the requirements of such agencies are more stringent than specified herein, abide by such requirements and consider this specification as supplementary to those requirements. B. All work shall conform to the applicable requirements of the following: Florida Administrative Code; Pinellas County; National Fire Protection Association (NFPA) 30-Flammable and Combustible Liquids Code; and NFPA 321 - Basic Classification of Flammable and Combustible Liquid. The Contractor shall prepare all required fuel storage pernut application documents and pay permitting fees and submit to City for review and approval. C. All work shall conform to the applicable requirements of the following: Department of Environmental Prevention, Chapter 62-61; Chapters 4A-16 and 4A33 of the State Fire Marshall's Rules and Regulations (Florida Fire Prevention Code); Southern Fire Prevention Code, Chapter 20; and the Standard Building Code, Latest editions. D. The tank shall meet the current requirements of Underwriters Laboratories (UL) Standard 142. All components of the fuel distribution system shall be UL listed, unless otherwise specified, or approved by the Engineer. E. The tank and fuel system shall be designed and fabricated according to best practices and methods available to date. F. Installer shall have had supervisory experience with two similaz fuel systems in the past three years and shall hold a valid pollution control contracting license as required by the State of Florida, Department of Environmental Protection (FDEP). A copy of the license shall be submitted, prior to proceeding with construction. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� F��1l�l::�E�,�#�� Issued for Bid Revised March 4, 2013 33 56 13 - 1 G. Tank installers shall be certified in writing by the tank manufacturer as being qualified to install the equipment. A copy of the certificate shall be submitted, prior to proceeding with construction. 1.03 A. 1.04 SUBMITTALS Complete fabrication drawings shall be submitted including the shop test certification. 1 � 3 The shop drawings shall include sufficient information to demonstrate compliance with the specified tank design standards, including copies of applicable sections of the specified design standards, manufacturer's catalog data and descriptive literature for the tank, fully dimensioned shop layout drawing (1/4" = 1' scale or larger) showing all piping, manholes, valves, equipment connections, tank outline dimensions, platform and stair dimensions, nozzle locations and foundation requirements. Recommended tank installation and test procedures shall also be included. Manufacturer's catalog data and descriptive literature, fully dimensioned shop layout drawing (1/4" = 1' scale or larger) showing all piping, manholes, valves, equipment connections, nozzle locations and installation clearance requirements shall be provided. Submit a11 manufacturer's recommended installation an�3 test procedures for all equipment including tanks, piping, etc. 4. Completed fuel storage permit application and fees. 5. Contractor's pollution control contracting license and manufacturer's certification. 6. Submit manufacturer's Test Reports (vessel fabrication, coating integrity and tank leakage, etc.) for each tank and specific service application. 7. Operation and maintenance manuals shall be submitted in accordance with Section Ol 78 23. DELIVERY, STORAGE, AND HANDLING A. Deliver materials and equipment to project site in manufacturer's original, unopened containers with labels intact and legible. Labels shall indicate manufacturer's name and model number. Store equipment in dry protected area. All damaged items shall be replaced with new at no additional cost to Owner. B. Piping shall be supplied to the site with sealed end caps which shall remain in place until installation. Tanks shall be delivered to the site with all openings sealed which shall remain in place until installation. The tanks shall be properly supported during transportation to the site and during installation in accordance with the manufacturer's instructions. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 33 56 13 - 2 � � � � � ' , � � ' , � ' ' ' ' � � ' LJ' , � 1.05 A. , WARRANTY AND GUARANTEES Submit manufacturer's warranty for the tank and appurtenances in accordance with Section O1 78 23. PART 2 - PRODUCTS , 2.01 GENERAL i , , �� r , � r� � i� ' ' , !_J ' A. B. C. D. E. F. G. 2.02 A. The tank shall be rectangular in shape. The tank shall include the required accessories for proper operation and to meet applicable codes. Vault sha11 be ballistic and vehicle impact resistant. Insulated (vaulted) tank shall have capability of physical monitoring between primary and secondary containment. Insulated (vaulted) tank shall have appropriate warning signs as required by the local jurisdiction. Insulated (vaulted) tank shall have an exterior light reflecting and weather resistant Epoxy Coating. Hurricane restraints shall be installed where required by local jurisdictions MATERIAL AND EQUIPMENT Storage Tank (12,000 Gallon) 1. The steel (primary) tank shall be UL listed as an aboveground tank for flammable and combustible liquids and manufactured in accordance with UL 142 and UL Standard 2085 with a two-hour fire rating. 2. The outer surface of the steel tank shall be covered by a minimum of 1/4 inch thick insulating spacer panels of polystyrene, , which melts on contact with leaking petroleum products. 3. The secondary containment shall consist of a 30 mil. high density polyethylene geomembrane, However, a double wall steel tank with 6 inch thick concrete in between the two (2) steel tanks is not permitted. 4. The steel primary tank and secondary containment shall be encased in a homogenous layer of 4,000 psi reinforced concrete 6 inches thick to create a protected (vaulted) tank with no penetrating metal elements except at the top. Concrete encasement (insulation) shall be of a monolithic (seamless) pour and contain no cold joints or direct (heat-transfer) connections between the steel and the outside face of the concrete encasement on bottom or sides. 5. The tank shall have the following openings: a. Emergency vent as required by NFPA 30 with no size reduction allowed for concrete encasement (insulation). City of Clearwater WTP No. 2— Contract 4: RO Plant SiteExpansionProjectl0-0039-UT-(D) � f�� C11�1-E$��!'�� Issued for Bid Revised March 4, 2013 33 56 13 - 3 � 7. b. Normal vent independent of the emergency vent as required by NFPA 30. c. Observation manhole 12" in diameter. d. Fuel filling inlet with an integral seven (7) gallon UL listed spill containment system with an internal reservoir and normally closed UL listed drain port. e. Threaded openings for accessories. The tank shall have two (2) lugs for connecting ground conductors for lightning protection in accordance with NFPA 78. The tank shall be as manufactured by ConVault — Florida, No Substitution is Permitted. 2.03 ACCESSORIES A. A mechanical gauge and a digital level indicator shall be provided to indicate the liquid level within the tank locally and remotely. The mechanical level gauge shall have a circular gauge indicator mounted on top of the tank near the fuel fill opening. The digita.l level indicator shall transmit a 4-20 mA signal to the main PLC. B. Primary vent piping shall be a 2-inch and shall be installed in accordance with local codes. A vent cap shall be provided. C. Emergency vent piping shall be a 6-inch and shall be installed in accordance with local codes. A vent cap shall be provided. Fuel transfer piping shall be minimum 1 inch. D. Vent caps shall be constructed of cast iron with removable stainless steel screen and shall be No. 63 caps as made by Dover Corp.. E. A fuel leak sensor shall be provided to detect the presence of fluid in between the primary tank and secondary containment. The sensor shall transmit a digital signal to the main PLC. F. All pipng, including fuel, vent, and level gauge piping, shall be Schedule 80 black iron in conformance with ASTM A-795 and ANSI B31.3 with 125 lb. threaded malleable iron fittings conforming to ANSI B 16.3 and ANSI B31.3-1980. All below ground piping shall be in a containment trench as shown on the Drawings. Joint compound for steel pipe threaded connections shall be a non-hardening, nonsolvent joint sealer No. 55 by Radiator Specialty Company, Charlotte, North Carolina. G. Fuel unloading and transfer fill station shall include fuel contairunent and hand pump system. PART 3 - EXECUTION 3.01 PREPARATION A. A reinforced concrete pad as shown on the drawings shall be provided to set the tank on. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 335613-4 ' � , ' � , , � ' ' ' ' � � � ' ' � �E1�5 ��1€�ih��F�B@�� ' � ' � 3.02 A. ' ' � ' : INSTALLATION The tank and accessories shall be installed in accordance with the manufacturer's recommendations and local codes. The tank shall be grounded. Where fittings cause a break in the electrical continuity of the system jumpers shall be provided. C. Flexible fuel piping shall be used at the tank fuel connections. Flexible connections shall be a minimum of 12 inches long or as required for equipment removal or maintenance. Protect flexible connectors where physical damage may occur due to adjacent equipment, other piping, wiring, or where subject to possible damage from operating personnel. 3.03 , A. ' , ' ' , � , C� � � r— ��i r INSPECTION AND TESTING The tank shall be pressure tested at the tank factory at 5 PSI per UL 142 B. All piping shall be tested in strict accordance with the manufacturer's testing requirements. The entire piping system shall be pressure tested with fuel at 25 psig and proved tight at this pressure for a period of 4 hours. Defective work or material shall be replaced and retested. The system shall be test plugged or capped prior to testing to prevent test pressure from reaching any equipment or the storage tank. C. � Storage tanks shall be pressure tested at 5 psi and all fittings soaped for a period of at least 12 hours. Tanks under test pressure shall not be left unattended. Owner shall provide fuel for any required testing. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid Revised March 4, 2013 END OF SECTION 335613-5 � � I� I ' ' �� I SECTION 40 23 21 ABOVE GROUND VALVES AND PIPING APPURTENANCES PART1- GENERAL ' 1.01 , ' ' , t , � , , , � , ' ' : C. DESCRIPTION 1. Scope of Work: The scope of work includes the furnishing of all labor, materials, equipment and appurtenances required for the complete installation of all above ground valves and associated appurtenances as shown on the Drawings and as specified herein. 2. Type and location of fitting and joints shall be determined by the Contractor and designed by the Contractor in accordance with these specifications at no additional cost to the Owner. Fitting and joints as shown in the drawings are for general reference and should be used as general guidance. 3. Where specialty fittings or fittings requiring long lead time are shown on drawings, the Contractor may substitute a combination of fittings that make up the configuration in accordance with the intent of the drawings. Contractor shall submit such changes for Engineer approval. Additional fittings or combination of fittings shall be furnished and installed at no additional cost to the Owner. Related Work Described Elsewhere. l. 2. 3. 4. Section O1 61 00 - Common Product Requirements Section 09 91 O1 — Piping, Valve, and Equipment Identification System Section 33 11 16 — Underground Piping and Fittings Section 40 OS 16 — Pipe Hangers and Supports 5. Section 40 23 20 — Above Ground Piping and Fittings General Design 1. The provision, installation, and testing of all piping, fittings, valves, and other accessories shall be in accordance with the latest edition of the City of Clearwater Technical Specifications and the specifications herein. If a discrepancy exists between these specifications and the City's standard documents, the City's standard documents govern. 2. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of potable water. 3. All actuated valves must have the valve and actuators assembled at the factory, tested and shipped to the site for installation. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� 0�'�� Issue for Bid 40 23 21 - 1 Revised March 4, 2013 4. The equipment includes, but is not limited to the following: a. Gate Valves b. Stainless Steel Butterfly Valves c. Nylon Coated Butterfly Valves d. PVC Butterfly Valves e. Electro-Mechanical Va1ve Actuators f. Stainless Steel Plug Valves g. Epoxy Coated Plug Valves h. Stainless Steel Ba11 Valves i. Stainless Steel V-Notch Ball Valves j. PVC Ball Valves k. PVC Ball Check Valves 1. PVC Diaphragm Valves m. POLYETHYLENE (PE) Ball Valves n. Solenoid Valves o. Check Valves p. Diaphragm Actuated Control Valves q. Flow ControUPressure Sustaining Valves r. Air Release Valves s. Air/Vacuum Release Valves t. Pressure Sustaining Valves u. Backflow Prevention Double Check Assemblies v. Surge Relief Valve w. Stainless Steel Permeate Pressure Relief x. Joint Restraints y. Flange and Mechanical Joint Adapters z. Strainers aa. Wall and Floor Sleeves and Seals bb. Rigid Pipe Couplings cc. Check Valves for Oxygen Service dd. Pressure Sustaining Valves for Oxygen Service ee. Pressure/Vacuum Relief Valves for Oxygen Service ff. Ball Valves for Oxygen Service gg. V-Notch Ball Valves for Oxygen Service hh. Solenoid Ball Valves for Oxygen Service 1.02 QUALITY ASSURANCE A. All of the valves and appurtenances speciiied herein shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with standard practices and methods and shall comply with these specifications as applicable. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 2 Revised March 4, 2013 ' ' , ' ' ' ' � ' r i , � , , � ' , � �� "rll�d��F��i�� ' [� [� , ' , � r ' , � r �J ' , , , , � , 1.03 A. 1.04 A. 1.05 SUBMITTALS Submit manufacturer's product literature for all equipment to demonstrate compliance with this Specification and information on the Drawings. DELIVERY, STORAGE, AND HANDLING The equipment provided under this section shall be shipped, handled and stored in accordance with the Manufacturer's written instructions and in accordance with Section Ol 61 00. WARRANTY AND GUARANTEES A. Provide manufacturer's standard equipment warranties. PART 2 - PRODUCTS 2.01 GENERAL A. Valves shall include the required accessories such as operators, actuators, handwheels, chain wheels, extension stems, etc. necessary for proper operation. B. All valves and appurtenances shall be of the size shown on the Drawings. All similar type valves shall be from the same manufacturer. C. All valves and appurtenances shall have the name of the manufacturer and the working pressure for which they are rated cast in raised letters upon the body. D. All bolts, washers and nuts shall be Type 304 stainless steel, unless specified otherwise. E. Factory Finishing: 1. Epoxy Lining and Coating: a. Linings and coatings shall be in accordance with AWWA C550, as applicable, unless otherwise specified. b. Linings and coatings shall be either two-part liquid material or heat- activated (fusion) material. Only heat-activated material is acceptable if specified as "fusion" ar"fusion bonded" epoxy. c. Linings and coatings shall be a minimum of 7-mil dry film thickness except where limited by valve operating tolerances. F. Materials City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 3 Revised March 4, 2013 � ��I�� .�it:��a91:=E�� 1. All wetted materials shall be NSF 61 approved. Manufacturer's shall submit an affidavit with the product literature indicating NSF 61 approval, in accordance with Rule 62-555.320(3) Florida Administrative Code. 2. Brass and bronze valve components and accessories that have surfaces in contact with water to be alloys containing less than 16 percent zinc and 2 percent aluminum. 3. Approved alloys are of the following ASTM designations: a. B61, B62, B98 (Alloy LJNS No. C65100, C65500, or C66100), B 139 (Alloy LTNS No. C51000), B584 (Alloy UNS No. C90300 or C94700), B 164, B 194, and B 127. b. Stainless steel Alloy 18-8 may be substituted for bronze. 2.02 GATE VALVES A. Gate valves shall open by turning to the left (counter-clockwise), when viewed from the stem. When fully open, gate valves shall have a clear waterway equal to the nominal diameter of the pipe. The operating nut or hand wheel shall have an arrow cast in the metal indicating the direction of opening. Each valve shall have the manufacturer's distinctive marking, pressure rating and year of manufacture cast on the body. Prior to shipment from the factory, each valve shall be tested by applying to it a hydrostatic pressure equal to twice the specified working pressure. Hydrostatic and leakage tests shall be conducted in strict accordance with ANSUAWWA C500 or ANSUAWWA C509, latest revisions, whichever is applicable. B. Gate valves with nominal sizes from 2 to 3-inches shall be designed for a minimum working pressure of 150 psi. Valves shall be iron body, resilient seat type with O- ring stem seals. The valve stem, stem nut, glands, and bushings shall be bronze. Va1ve disc shall be constructed to assure uniform seating pressure between disc seat ring and body seating surface. The Resilient seat of valve sha11 be formed by a special corrosion and chloramine resistant, synthetic elastomer which is permanently bonded to and completely encapsulates a cast iron valve disc. Valve ends for underground installation shall be mechanical joint as specified for ductile iron pipe and flanged for above-ground valves. Interior ferrous surfaces of valve, except for finished or bearing surfaces, shall be coated with a fusion bonded or thermo-setting epoxy coating in accordance with AWWA C550, latest revisian. Coating shall be NSF 61 approved, with a minimum thickness of 16 mils. Surfaces shall be clean, dry, and free from rust and grease before coating. Exterior surfaces shall be coated as specified hereinafter. C. Gate valves with nominal sizes from 4 to 16 inches shall conform to ANSI/AWWA C509, latest revision, and shall be designed for a minimum working pressure of 150 psi. Valves shall be iron body, resilient seat type with O-ring stem seals. The valve stem, stem nut, glands, and bushings shall be bronze. Valve disc shall be constructed to assure uniform seating pressure between disc seat ring and body seating surface. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 4 Revised March 4, 2013 � ' ' ,� �, , +� � ' LJ ,� ' ' '� I ' ' , � r � ' ' � � ' , ' ' The Resilient seat of valve shall be formed by a special corrosion and chloramine , resistant, synthetic elastomer which is permanently bonded to and completely encapsulates a cast iron valve disc. Valve ends for underground installation shall be mechanical joint as specified for ductile iron pipe and flanged for above-ground , valves. Interior of valve body shall be coated with a fusion bonded or thermo-setting epoxy coating in accordance with AWWA C550, latest revision. Coating shall be holiday-free, NSF approved, with a minimum thickness of 16 mils. Surfaces sha11 be ' clean, dry, and free from rust and grease before coating. Exterior surfaces shall be coated as specified hereinafter. , ' , � � , ' � ' , L� ' � u D. All gate valves shall have either mechanical joint, restrained joint, or flanged ends to fit the pipe run in which they are to be used. Gate valves installed on push-on joint pipe shall have mechanical joint ends unless otherwise specified. E. Unless otherwise shown on the Drawings or specified herein, gate valves shall have non-rising stems. Buried gate valves shall be furnished with a 2-inch square AWWA standard nut operator with a valve box and cover. Gate valves located above ground or inside structures shall be furnished with a handwheel operator which shall have an arrow cast in the metal indicating the direction of opening. Gate valves used as isolation valves for reduced pressure back flow preventers sha11 be of the open screw and yoke (OS&Y) design with a handwheel operator. F. Exterior Valve Coatings: All exterior surfaces of iron body gate valves shall be clean, dry, and free from rust and grease before coating. For buried service, the exterior ferrous parts of all valves shall be coated at the factory with coal tar epoxy with a minimum total fmish dry film thickness of 20 mils, prior to back filling, all uncoated nuts, bolts, glands, rods, and other parts of joints shall be coated in the field with coal tar epoxy equal to Koppers Bitumastic No. 300-M. For valves installed above- ground, the exterior ferrous parts of all valves shall be shop primed at the factory with one coat, minimum dry film thickness of 4 mils, of a rust-inhibitive universal epoxy primer. Primer shall be suitable for finish paint specified. Following installation, above-ground valves shall be fmish painted in accordance with Section 09 90 O1: Painting and coating of process equipment. G. 2.03 A. Resilient-seated type gate valves shall be manufactured by American-Darling Valve Company, Kennedy Valve Manufacturing Company, or Dresser Industries, Inc. STAINLESS STEEL BUTTERFLY VALVES The Contractor shall install stainless steel butterfly valves in those locations required for functional system operation and/or as shown in the Contract drawings. B. Unless otherwise necessary for proper operation, or as acceptable to the Engineer, butterfly valves shall be installed with the shaft horizontal. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) �� r�� Issue for Bid 40 23 21 - 5 Revised March 4, 2013 C. Butterfly valves shall not be located immediately before or after a bend or tee fitting and shall be installed with open discs oriented para11e1 to the line of flow to avoid flow interference. D. Butterfly valves that require seat adjustment from one face only shall be insta.11ed facing pumps, or installed such that access is enabled from the side that gives the lesser flow disruption in pipelines, as approved by the Engineer. ' , ' ' E. Butterfly valves shall be positioned so that the valve disc daes not conflict with ' piping system elements upstream and downstream of valve when fully open. F. Butterfly valves must be installed so that operating levers or hand wheels can be turned from the operating floor without interfering with access to other valves, equipment, piping, and structures, and as approved by Engineer. G. The stainless steel butterfly valves shall have an operating pressure rating of 150 psi. Stainless steel butterfly valves shall be in accordance with ANSI B 16.1 and/or B 16.5. H. Stainless steel butterfly valves shall have primary seal between the disc hub and the seat hub along with secondary O-ring seals at the top and bottom of the seat to retain lubrication and prevent corrosion from outside elements. I. All stainless steel butterfly valves shall be provided with traveling nut or worm gear operators and be fully enclosed. All operators shall have adjustable mechanical stop limiting devices to prevent over travel of disc. Should an adjustment of the disc be required to maintain a bubble tight seal, this adjustment shall be made externally without removing the operator housing cover. The operator shall be designed such that all adjustments can be made under pressure and without the possibility of dirt getting into the operator lubricant. J. The stainless steel butterfly valve shall have flanges meeting ANSI Class 150 specifications unless otherwise specified or shown in the Contract Drawings. Flanges shall be flat faced. K. Stainless steel butterfly valves shall not be painted, care shall be taken to prevent the entrance of water and/or foreign material into the valves upon arrival on site. Valve ends shall be capped for shipment. L. 2.04 Butterfly valves for HDPE and Stainless Steel pipe shall be Bray 316SS disc valves and 124 trim (316SS disc/shaft). NYLON COATED BUTTERFLY VALVES A. Valves sha11 be resilient seated butterfly valves, for ANSI Class 150 piping. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� ,�,�� Issue for Bid 40 23 21 - 6 Revised March 4, 2013 ' , � � � '� ' � ' , , , � r ' , B. Valves shall provide drip-tight shut-off to 175 PSI on dead-end service, with pressure � in either direction, to a11ow for piping changes and equipment removal, and shall be rated for high vacuum service. Extended neck shall allow for piping insulation. � � �� I � � � LJ � � t � � i � � ' C� � E. Body shall be full lug style, cast iron. Disc sha11 be Nylon 11 coated ductile iron, seat shall be peroxide cured EPDM, shaft shall be 316SS ASTM A582. For manual valves, provide lever operator up to 6" size, and gear operators for valves larger than 6". Va1ve discs shall rotate 90 degrees from the fully open position to the fully closed position. F. Valve discs shall be solid (no cores) for 24-inch and smaller valves, and shall be either solid or hollow core for valves greater than 24-inch. Discs shall be constructed of ductile iron ASTM A536, Grade 65-45-12. Valve disc shall be of the offset design to provide 360 degree uninterrupted seating. G. Valve shafts shall be fitted with sleeve-type bearings. Bearings shall be corrosion resistant and self-lubricating (Nylon or Teflon). Bearings shall be designed for a pressure not exceeding the published design load for the bearing material, or 1/5 of the compressive strength of the bearing or shaft material. H. All butterfly valves shall open left or counter-clockwise when viewed from the stem. Automatic valve operators shall have motorized valve actuators as specified hereinafter. Manual valve operators shall be of the worm gear or traveling nut type and shall be fully enclosed. All operators shall have adjustable mechanical stop limiting devices to prevent over travel of disc. Should an adjustment of the disc be required to maintain a bubble tight seal, this adjustment shall be made externally without removing the operator housing cover. The operator shall be designed such that all adjustments can be made under pressure and without the possibility of dirt getting into the operator lubricant. Any adjustments through the lower shaft will not be acceptable. L Interior of valve body and valve disc except for valve seat and stainless steel valve seat ring shall be coated with a fusion bonded or thermosetting epoxy coating in accordance with AWWA C550, latest revision. Coating shall be holiday-free, NSF approved, with a minimum thickness of 16 mils. Surfaces shall be clean, dry, and free from rust and grease before coating. J. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating, complying with ANSUAWWA C550, applied electrostatically prior to assembly. K. Prior to shipment from the factory, hydrostatic and leakage tests shall be conducted for each butterfly valve. Hydrostatic and leakage tests shall be conducted in strict City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��1�� Issue for Bid 40 23 21 - 7 Revised March 4, 2013 L. 2.05 A. B. C. D. E. F. G. H. 2.06 accordance with ANSUAWWA C504, latest revision, and results shall be submitted to the Engineer. Butterfly valves for ductile iron pipe shall be supplied by Bray, DeZurik, Mueller, Val-Matic or Pratt. PVC BUTTERFLY VALVES PVC butterfly valves shall be provided in locations as shawn in the Contract Drawings. Butterfly valves shall have Type 1, Grade 1 PVC bodies with Viton seals. PVC butterfly valves shall have a2-inch square nuts on stem and gear operator. PVC butterfly valve be installed with chain operators when specific or as shown in the Contract Drawings. PVC butterfly valves shall have lockable, 5° ratcheting setting operators. The disc, inner body and bearing bushings shall be constructed of PVC. PVC butterfly valves shall have lug type flanges confornung to ANSI B16.1, Class 125. PVC butterfly valves shall be as manufactured by ASAHI or an Engineer approved equaL ELECTRO-MECHANICAL VALVE ACTUATORS A. All electro-mechanically operated valves shall meet the requirements of this specification. Electro-mechanical actuator units shall be of the two-position, rotary configuration. Control signals to the unit shall be single input, with a dry contact configuration. The actuators shall be capable of operating associated butterfly valves at a maximum system pressure of 100 psi. B. All electro-mechanical actuators shall be self-contained, and constructed from anodized aluminum (power module, and rotary feedback housing), and iron and steel (cylinder). The units shall be NEMA 4X Rated and withstand operating temperatures of 0° F to 140° F. C. Drive motors shall consist of a 115 VAC induction type motor, capable of 20 reverse ' cycles per minute. Drive motors shall be mounted on the electro-mechanical actuators, and include solid state relays, and screw ternunals. Power module size should be based on manufacturer specifications. � City of Clearwater � WTP No. 2— Conmact 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� '„[6��}�� Issue for Bid 40 23 21 - 8 Revised March 4, 2013 ' ' � D. All electro-mechanical actuators shall include open or closed spring failure, 4-20 mA � output position transmitters, and a manual override hand-wheels or drill drives mounted on the outboard end of the motor shafts. The overrides shall be attached to the motor housing. A geared (5:1) hand crank may also be installed on a separate � power module. E. � 2.07 L� � � � r � � ' ' 1 i � � ' Approved actuator manufacturers are EIM and AUMA. STAINLESS STEEL PLUG VALVES A. Plug valves shall be of the non-lubricating, eccentric type and shall be designed for a working pressure of 175 psi for valves 12" and smaller, 150 psi for valves 14" and larger. Valves shall provide tight shut-off at rated pressure. Valves 12" and smaller shall have round port design. 14" and larger valves shall have rectangular port design. The plug valve body shall be of CF8M (316 stainless steel). Valves shall be furnished with 316 stainless steel seat in accordance with AWWA C-517-09. B. The valve plug shall be of CF8M (316 stainless steel). The plugs shall be of one piece solid construction with PTFE thrust bearings on upper and lower bearing journals to reduce torque and prevent dirt and grit from entering the bearing seal area. C � Valve flanges shall be in strict accordance with ANSI B16.1, Class 125/150. All valves sha11 be capable of being "pigged" with a soft pig if required. E. Plug valve shall be furnished with a replaceable, permanently lubricated sleeve type bearings conforming to AWWA C517-09. Bearings shall be of sintered, oil impregnated type 316 stainless steel ASTM A-743 Grade CF-8M. Valves shaft seals shall be of the "U" cup type, in accordance with AWWA C517. Seals shall be self- adjusting and repackable without moving the bonnet from the valve. F. 6" and smaller exposed valves shall be provided with wrench actuators. Wrench operated valves should be capable of being converted to worm gear or automated operation without removing the bonnet or plug from the valve. All wrench operated valves should be equipped with a 2" square nut for use with removable levers or extended "T" handles. Valve actuators shall be fully grease packed and have stops in the open/close position. 8" and larger exposed valves shall be provided with worm gear type manual actuators. The actuator shall have a mechanical stop which will withstand an input torque of 450 lbs. against the stop. The actuator shall be able to provide 1.25 times the required operating torque under full rated line pressure combined with a flow velocity of 8 feet per second. G. Valves shall be designed to shut off bubble tight at 175 psi for valves 2-1/2" to 12" and 150 psi for 14" and larger. Each valve sha11 be given a hydrostatic and seat test with the test results being certified and certified copies of Proof-of-Design test reports shall be furnished as outlined in AWWA C-517-09 Section 5.2.2. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 9 Revised March 4, 2013 � � � 2.08 Acceptable valve manufacturers sha11 be Pratt, Milliken or DeZL1RIK. EPDXY COATED PLUG VALVES A. Plug valves shall be of the non-lubricating, eccentric type and shall be designed for a working pressure of 175 psi for valves 12" and smaller, 150 psi for valves 14" and larger. Valves shall provide tight shut-off at rated pressure. Valves 12" and smaller shall have round port design. 14" and larger valves shall have rectangular port design. The plug valve body shall be cast iron ASTM A126 Class B wrth welded-in overlay of 90% nickel alloy content on all surfaces contacting the face of the plug. Sprayed, plated, nickel welded rings or seats screwed into the body are not acceptable. B. The valve plug shall be ASTM A-536, Grade 65-45-12 ductile iron, in valve sizes up to 20", and ASTM A126 Class B cast iron in sizes 24" and larger. The plugs shall be of one piece solid construction with PTFE thrust bearings on upper and lower bearing journals to reduce torque and prevent dirt and grit from entering the bearing seal area. C. C Valve flanges shall be in strict accordance with ANSI B16.1, Class 125/150. All valves shall be capable of being "pigged" with a soft pig if required. E. Plug valve shall be furnished with a replaceable, permanently lubricated sleeve type bearings confornung to AWWA C517-09. Bearings shall be of sintered, oil impregnated type 316 stainless steel ASTM A-743 Grade CF-8M. Valves shaft seals shall be of the "U" cup type, in accordance with AWWA C517. Seals shall be self- adjusting and repackable without moving the bonnet from the valve. F. 6" and smaller exposed valves shall be provided with wrench actuators. Wrench operated valves should be capable of being converted to worm gear or automated operation without removing the bonnet or plug from the valve. All wrench operated valves should be equipped with a 2" square nut for use with removable levers or extended "T" handles. Valve actuators sha11 be fully grease packed and have stops in the open/close position. 8" and larger exposed valves shall be provided with worm gear type manual actuators. The actuator shall have a mechanical stop which will withstand an input torque of 450 lbs. against the stop. The actuator shall be able to provide 1.25 times the required operating torque under full rated line pressure combined with a flow velocity of 8 feet per second. G. Valves shall be designed to shut off bubble tight at 175 psi for valves 2-1/2" to 12" and 150 psi for 14" and larger. Each valve shall be given a hydrostatic and seat test with the test results being certified and certified copies of Proof-of-Design test reports shall be furnished as outlined in AWWA C-517-09 Section 5.2.2. H. Plug valves shall be coated on the interior and exterior with 8 mils of two part thermo-setting epoxy. Coating to be approved by engineer. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� i�sIC�1��"a Issue for Bid 40 23 21 - 10 Revised March 4, 2013 � � � � � ' � � � � LJ � � � � � �I � � � I. � 2.09 Acceptable valve manufacturers shall be Pratt, Milliken or DeZURIK. STAINLESS STEEL BALL VALVES � A. Stainless steel ball valves shall be standard port type for the sizes indicated on the Drawings. Ball valves shall be designed for a working pressure of 200 psi with positive shut off when in the closed position. � � � B. Valve body and ends shall be constructed of forged Type 316 stainless steel and valve ends shall be NPT threaded connections. The ball shall have a full bore port design machined from a solid metal piece with highly polished surfaces. The ball and stem shall be manufactured from Type 316 stainless steel. C. Manually operated ball valves shall be furnished with level operators manufactured of forged Type 316 stainless steel with a molded vinyl sleeve. Stainless steel ball valves shall be Tyco Keystone K-Ball screwed end ball valves. � 2.10 � � � � � A. STAINLESS STEEL V-NOTCH BALL VALVES Ball valves shall be Tyco (KTM) V-Control Valves, Dezurik, Fisher, or Flow-Tek. B. Rotary control valves shall be of the straight through design, with 316SS body, 316SS hard chromed ball, laminated 316SS seat and 316SS splined shaft to ball connection. Gaskets, stem and thrust bearings shall be RPTFE with PTFE V-Ring packing with adjustable gland. Valves shall be class 150 or 300 flanged designed with full or standard ports as indicated by the flow conditions. Valves shall be Class IV shutoff. Ball valves shall be V-notch modulating manual or electric for ozone and air service, with flanged end connection. C. The design Cv coefficient shall be selected to ensure operation over a minimum of 60% of full opening range at minimum and maximum flow conditions. Valves shall not be designed to operate below 10% open or 90% closed. Calculations shall be provided with submittal. � 2.11 PVC BALL VALVES ' A. PVC ball valves shall be of one piece capsule type manufactured of Type 1, Grade 1 PVC. Ball valves shall be true union design with two-way blocking capability and shall have solvent welded socket or NPT threaded ends. � B. Ball valves shall have Teflon seats with Viton backing cushions and Viton O-ring seals, and shall be designed for a 150 psi working pressure at 120°F. Valves shall be supplied with ABS lever operating handles. u � �� C. PVC ball valves shall be manufactured by Asahi/America. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 11 Revised March 4, 2013 fP � � 2.12 PVC BALL CHECK VALVES A. PVC ball check valves shall be of a solid thermoplastic construction manufactured of Type 1, Grade 1 PVC. Ball check valves shall be true union design with solvent welded socket or NPT threaded ends. B. Ball check valves shall be furnished with a solid thermoplastic ba11 and stainless steel spring to assist ba11 in seating faster. Ball seat shall be Teflon-coated Viton. The same seal shall function as both the ball seat and the union seal. PVC ball check valves shall be designed for a 150 psi water working pressure at 120°F. C. 2.13 Valves shall be manufactured by Asahi/America. PVC DIAPHRAGM VALVES A. PVC diaphragm valves shall be of solid thermoplastic construction manufactured of PVC conforming to ASTM D 1784. PVC diaphragm valves shall be true union design with solvent welded, fusion socket, butt fusion welded, or NPT threaded connections. B. The valves shall come with position indicator, travel stop, and bonnet O-ring sealing arrangement. The valve shall be weir type, square body/bonnet sealing design, and 1/4 turn bayonet style diaphragm connection. C. Diaphragms shall be 3-layer style with PTFE wetted diaphragm, PVDF gas barrier and EPDM backing cushion. The PVDF gas barrier shall be between the EPDM and PTFE layers and prevent gas migration outside of the valve. D. E. F. 2.14 A. The operator shall be a 2" handwheel operator. Valves shall have a pressure rating of 150 psi at 70°F. Valves shall be manufactured by Asahi/America. POLYETHYLENE (PE) BALL VALVES PE ball valves shall meet or exceed ASME B 16.40 and ASME D-2513. Valves shall have Polyethylene body and ends, and a Polypropylene ball, retainer and actuator. B. Ball valves shall have a bubble-tight shut-off and have an operating pressure of 125 psi with a temperature range of -20°F to 140°F. Valves shall be supplied with a 2" square operating nut. C. PE ball valves shall be manufactured by Kerotest (Polyball). City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � I��;�� E��t��f� Issue for Bid 40 23 21 - 12 Revised March 4, 2013 , � � � � � � � n � � � � � {� � � �� ,J ' � � ' ,� �� 2.15 SOLENOID VALVES A. Solenoid valves for water service shall be 2-way type for normally closed operation designed for not less than a 150 psi water working pressure. Valves less than 3- inches sha11 have forged brass bodies. Three-inch valves sha11 have aluminum bodies. Valves shall have NPT threaded ends, stainless steel wetted parts, Buna-N seals/disks, and NEMA 4X solenoid enclosures. The valves shall operate on 120 VAC power, shall have threaded conduit hubs, standby manual operators and shall not require a minimum operating pressure differential for steady operation. The valves shall be manufactured by Automatic Switch Company (ASCO Red Hat), or approved equal. 2.16 CHECK VALVES A. Check valves on ductile iron pipe shall be cast iron, bronze mounted and conform to AWWA C508 latest revision. Ends shall be flanged joint. Valves shall be furnished with all jointing accessories. Lever and weight shall be provided where required. All check valves sha11 be from a single manufacturer. B. Check valves shall be coated with a high-performance, one-part, heat-curable, thermosetting epoxy coating which provides superior corrosion resistance protection for metal parts. C. D. E. 2.17 A. Check valves on stainless steel piping shall be Bray Check-Rite valves. Check valves shall be positioned so that the valve disc does not conflict with piping system elements upstream and downstream of valve when fully open. Wherever possible, check valves shall be installed a distance of at least three pipe diameters downstream of pumps or other disturbances. DIAPHRAGM ACTUATED CONTROL VALVES General 1. Control valves shall be mechanically operated ductile iron globe style valves conforming to ANSI B16.42 and rated for 150 PSI. Valves shall have 1501b flanges. 2. The valves shall include resilient, synthetic rubber discs with rectangular cross-sections contained on three and one-half sides by cast iron disc retainers forming a tight seal. against single removable seat inserts. The disc retainers shall be one piece design capable of withstanding opening and closing shocks. 3. The diaphragm assemblies shall include non-magnetic 303 stainless steel stems fully guided at both ends by bronze disc guides, solid one-piece bronze City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� Issue for Bid 40 23 21 - 13 Revised March 4, 2013 2.18 4. 5. 6. 7. 8. seats, and flexible non-wicking FDA approved nylon reinforced Buna-N rubber diaphragms. Valves shall have check valve features and opening and closing speed control. Type of Valve: Weir Diaphragm Type of Service: Brackish Raw water. Type of End Connection: Flanged. Size (inches): As listed on drawings. 9. Rating and Description: Class 150 Stainless Steel body, PTFE diaphragm, hand wheel operator or valve actuator where depicted on drawings. 10. Approved valve mmanufacturers are ITT Dia-Flo Diaphragm valves or KDV. 11. Approved actuator manufacturers are EIM and AUMA FLOW CONTROL/PRESSURE SUSTAINING CONTROL VALVES 1. The valve shall be designed to automatically limit flow rate to a constant, adjustable maximum and sustain a minimum up-stream pressure. Flow rate shall be measured by an orifice plate system. 2. Body, Cover and Trim sha11 be 316 SS for corrosion control while handling brackish concentrate flow. Elastomers shall be suitable for brackish water handling, Viton or approved alternate. 3. Body style sha11 be global with 250 psi m�imum operating pressure. Assemble shall include pressure gauges and associated facilities for the proper operation and adjustment of the unit. 4. Deep well control value shall be size to maintain a maximum flow rate of 2.76MGD and an up-stream pressure of a minimum of 20psi. 5. Approved manufacturer: Watts ACV , Ames, Bermad. 2.19 AIR RELEASE VALVES A. Pressure air release valves shall be heavy-duty "Universal" style single body units incorporating the functions of an air and vacuum valve with an air release valve in a single housing. B. Pressure air release valves shall release accumulations of air at high points within a pipeline by exhausting large volumes of air as the pipeline is being filled, and then by releasing accumulated pockets of air while the pipeline is in operation and under pressure. Combination air valves shall also be designed to pernut large volumes of air to enter the pipe-line during pipeline drainage. C. The valve body and cover flange shall be cast or fabricated 316 stainless steel and shall incorporate a"sanitary clamp" to attach the flange to the body at the outlet. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) , � R�� "",�,�y+�� Issue for Bid 40 23 21 - 14 Revised March 4, 2013 ' , ,� � � .� � � � � � �I � � � II � � Valves that use traditional bolting to attach the cover flange to the body are not � acceptable. The flange clamp must be located at the outlet of the body for ease of cleaning and maintenance. Other clamping locations are not acceptable. 4 LJ ' D. All non-sealing internal metal components sha11 be 316 sta.inless steel. No plastic, nylon, or fiberglass components will be acceptable. E. The valve shall incorporate an Air Release orifice of 3/16" for use at 200 psig. No deviation from this orifice size will be allowed. This orifice will be located in the outlet of the valve and shall be drilled in a 316 stainless steel. orifce plate that seals against a Buna-N rubber seat. Valves with seals that flex or "roll" will not be acceptable. � F. , G � 2.20 Unit may have a maximum height of 14 inches and a maximum weight of 281bs. The valve shall be Crispin "X" Series, model # UX20 or approved equal. AIR/VACWM RELEASE VALVES � A. Combination air/vacuum release valves shall be heavy-duty "Universal" style single body units incorporating the functions of an air and vacuum valve with an air release valve in a single housing. � B. Combination air/vacuum release valves shall release accumulations of air at high points within a pipeline by exhausting large volumes of air as the pipeline is being �lled, and then by releasing accumulated pockets of air while the pipeline is in � operation and under pressure. Combination air valves shall also be designed to permit large volumes of air to enter the pipe-line during pipeline drainage. � � � � rl � C. The valve body and cover flange shall be cast or fabricated 316 stainless steel and shall incorporate a"sanitary clamp" to, attach the flange to the body at the outlet. Valves that use traditional bolting to attach the cover flange to the body are not acceptable. The flange clamp must be located at the outlet of the body for ease of cleaning and maintenance. Other clamping locations are not acceptable. 4 D. All non-sealing internal metal components shall be 316 stainless steel. No plastic, nylon, or fiberglass components will be acceptable. E. The valve shall incorporate an Air Release orifice of 3/16" for use at 200 psig. No deviation from this orifice size will be allowed. This orifice will be located in the outlet of the valve and shall be drilled in a 316 stainless steel. orifice plate that seals against a Buna-N rubber seat. Valves with seals that flex or "roll" will not be acceptable. F. Unit may have a maximum height of 14 inches and a maximum weight of 28 lbs. City of Clearwater WTP No. 2— Contract 4: RO Plant � SiteExpansionProjectl0-0039-UT-(D) �� '��t�� Issue for Bid 40 23 21 - 15 Revised March 4, 2013 G. 2.21 The valve sha11 be Crispin "X" Series, model # UX20 or approved equal. PRESSURE SUSTAINING VALVES A. The Pressure Sustaining and Solenoid (On-Of� Control Valve shall be a pilot operated diaphragm valve designed to permit flow when upstream pressure is above the adjustable setpoint of the control pilot, and throttle toward closed when upstream pressure falls below the adjustable setpoint. The valve shall also act as a Solenoid On-Off Control Valve, opening to allow regulating control action or closing drip-tight as commanded by the solenoid pilot. B. The main valve shall be a hydraulically operated, single diaphragm actuated, globe or angle pattern valve. Y-pattern valves shall not be permitted. The valve shall contain a disc and diaphragm assembly that forms a sealed chamber below the valve cover, separating operating pressure from line pressure. The diaphragm shall be constructed of nylon reinforced Buna-N, and shall not seal directly against the valve seat and shall be fully supported by the valve body and cover. Rolling diaphragm construction will not be allowed and there shall be no pistons operating the main valve or any pilot controls. C. The main valve sha11 be a hydraulically operated, single diaphragm actuated, globe or angle pattern valve. Y-pattern valves shall not be permitted. The valve shall contain a disc and diaphragm assembly that forms a sealed chamber below the valve cover, separating operating pressure from line pressure. The diaphragrn shall be constructed of nylon reinforced Buna-N, and shall not seal directly against the valve seat and shall be fully supported by the valve body and cover. Rolling diaphragm construction will not be allowed and there shall be no pistons operating the main valve or any pilot controls. D. The main valve body and cover shall be Ductile Iron ASTM A536, and all internal cast components shall be Ductile Iron or CF8M (316) Stainless Steel. All Ductile Iron components, including the body and cover, shall be lined and caated with an NSF 61 Certified Epoxy Coating applied by the electrostatic heat fusion process. All main valve throttling components (valve seat and disc guide) shall be Stainless Steel. The valve body and cover must be machined with a 360-degree locating lip to assure proper alignment. E. The disc and diaphragm assembly shall contain a Buna N synthetic rubber "Quad Seal" that is securely retained on 3-1/2 sides by a disc retainer and disc guide. Diaphragm assemblies utilizing bolts or cap screws for component retention will not be pernutted. F. The exposed portion of the Quad Seal shall contact the valve seat and seal drip-tight. The disc and diaphragm assembly must be guided by two separate bearings, one installed in the valve cover and one concentrically located within the valve seat, to avoid deflection and assure positive disc-to-seat contact. Center guided valves will City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 16 Revised March 4, 2013 �� W�� ^ R � � � � � �� i � � � � � � � �J � � 1 a � � not be permitted. All necessary repairs shall be made from the top of the valve while the body remains in line. G. Pilot control systems for valves 3" and smaller shall contain a Flow Clean Strainer, Adjustable Closing Speed, 2-Way Solenoid Pilot and Pressure Sustaining Pilot. Pilot control systems for valves 4" and larger shall contain an external Y-Strainer, Adjustable Closing Speed, 2-Way Solenoid Pilot, Pressure Sustaining Pilot and Isolation Ball Valves on all body connections. All pilot control systems shall utilize copper tubing and brass fittings regardless of valve size. The adjustment range of the pressure relief / sustaining pilot shall be 20-200 psi. H. 2.22 The valve shall be Watts ACV Model F116-31 (globe) or F1116-31 (angle) pattern Pressure Sustaining BACKFLOW PREVENTION DOUBLE CHECK ASSEMBLIES A. Backflow prevention assemblies shall consist of reduced pressure principle devices and isolation valves manufactured in accordance with AWWA C506, latest revision, American Society of Sanitary Engineering Standards, and the University of Southern California Foundation for Cross Connection Control and Hydraulic Research "Manual of Cross Connection Control," Sixth Edition. B. The backflow prevention devices shall include an integral sensing system that will automatically open a relief valve whenever the differential pressure between the inlet supply and the reduced pressure zone drops to 2 psi. The relief valve shall remain open until a positive pressure differential of 2 psi is reestablished. If pressure upstream of the %rst check valve drops to atmospheric or below, the relief valve shall remain fully open providing an internal air gap between the first check valve and the water level in the reduced pressure zone. The unit shall also be constructed such that any minor leakage of the second check valve will result in visible flow from the relief valve, even if the first check valve is totally disabled. C. The backflow prevention devices shall have bronze bodies for sizes 2 1/2-inches and smaller and ductile iron bodies for sizes 3 inches and larger. Ductile iron bodies shall be coated with a fusion bonded thermosetting epoxy coating in accordance with AWWA C550 with a minimum, holiday-free, coating thickness of 12 mils. The reduced pressure back flow preventer shall consist of two independently operated, spring loaded, wye pattern, poppet type check valves designed for installation in a normal horizontal flow attitude. An independent spring loaded relief valve shall be located between the two check valves. Check valve assemblies, springs and seats, and all other internal parts shall be constructed of Type 316 stainless steel. Relief valve body and trim shall be constructed of bronze. Check valve and relief valve seats shall be field replaceable without removing the device from the service line. Back flow preventers sha11 be designed for a working pressure of 200 psi and a temperature range of 32°F to 140°F. The back flow preventer shall be manufactured as a complete unit including test cocks and upstream and downstream isolation gate City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 17 Revised March 4, 2013 � � valves. The test cocks shall be manufactured of bronze and shall be arranged such that the unit can be tested without removing the unit from the line. D. The backflow prevention assemblies shall be furnished with isolation valves factory assembled. For sizes 2 1/2-inches and smaller, the isolation valves shall be a11 bronze ball valves with Buna N O-rings and valve seats, and a lever operating handle. Ball valves shall be in accordance with AWWA C800, latest revisi.on. For sizes larger than 3 inches, the isolation valves shall be resilient seated gate valves with flanged ends and OS&Y hand wheel operators. Gate valves shall be as specified in this section. E. The backflow prevention devices sha11 be coated similar to ductile iron gate valves specified in this section. Backflow units on concentrate lines shall additionally be fitted with materials of construction compatible with the corrosion resistant materials. F. 2.23 Backflow prevention assemblies shall be AMES Series 2000SS. SURGE RELIEF VALVE A. The surge relief valve for service on the reverse osmosis feed line shall be designed for brackish water quality service. The valve shall remain closed tight against normal pressure and immediately open to relieve pressure rise exceeding the open set point. : 2.24 Body, Cover and Trim shall be 316 SS for corrosion control while handling brackish concentrate flow. Elastomers shall be suitable for brackish water handling, Viton or approved alternate. Body style shall be global with 250 psi ma�cimum operating pressure. Assemble shall include pressure gauges and associated facilities for the proper operation and adjustment of the unit. The valve shall be APCO Series 6500 Globe Surge Relief STAINLESS STEEL PERMEATE PRESSURE RELIEF VALVES A. The Contractor shall install stainless steel pressure relief valves in the CIP permeate return line with relief flow piped to the piping trench. The relief valve shall be hydraulically operated pilot actuated automatic control valve for pressure relief duty. Manufacture shall be Cla-Va1 Pressure Relief Valve Mode1750-OL : � Materials of Construction: Body 317 L Stainless Steel; Liner EPDM. Flanged Operating Pressure Class 150-275 psi maximum. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 18 Revised March 4, 2013 �. . .e �,� � „ ., . �. . ,� .. ,� � � � � � � � � � � � � r � , 2.25 � A. � � � � B. � � � � � � � � � � � 2.26 JOINT RESTRAINTS Mechanical Joints 1. Joint restraints for mechanical joint fittings 3" through 48" shall be constructed of ductile iron conforming to ASTM A536 and shall have a working pressure rating of 350 PSI for 3-16 inch fittings and 250 PSI for 18- 48 inch fittings. 2. Restraint shall be accomplished by multiple gripping wedges incorporated into a follower gland meeting the requirements of ANSI/AWWA C110/A21.10. 3. Restraints shall be Megalug Series 1100 restraints with Mega-Bond coating as manufactured by EBBA Iron. Pipe Joints 1. Joint restraints for push-on pipe joints 3" through 48" shall be constructed of ductile iron conforming to ASTM A536 and shall have a working pressure rating of 350 PSI for 3-16 inch fittings and 250 PSI for 18-48 inch fittings. 2. Restraint shall be accomplished by a wedge action restraint ring on the spigot joined to a split ductile iron ring behind the bell. Torque limiting twist off nuts shall be used to insure proper actuation of the restraining wedges. 3. Restraints sha11 be Megalug Series 1700 Megalug restraint harnesses with Mega-Bond coating as manufactured by EBBA Iron. Expansion Joints 1. Expansion joints shall be of the molded wide single arch design manufactured af neoprene rubber with polyester and steel reinforcement. Neoprene body shall be supplied with a Hypalon coating. Joints shall be flanged suitable for 150 psi water working pressure and in accordance with ANSI B 16.1 dimensions and bolting patterns. Flanged ends shall be furnished with stainless steel retaining rings. 2. Provide limit restraint bolts on all lines. Expansion joints 6 inches and larger in size shall have a minimum of four limit restraint bolts. Restraint bolts and nuts shall be Type 316 stainless steel. 3. Expansion joints shall be Redflex as manufactured by Redvalve, Style 1015, Maxi-Joint as manufactured by General Rubber Corporation, Style 100, Metrasphere as manufactured by the Metraflex Company. FLANGE AND MECHANICAL JOINT ADAPTERS 1. Adapters shall be suitable for joining plain-end pipe to flanged pipes and fittings. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��'� ��k�� Issue for Bid 40 23 21 - 19 Revised March 4, 2013 2. Adapters shall be constructed of ductile iron confornung to ASTM A536 and shall have flange bolt hole circles that are compatible with ANSUAWWA C110/A21.10. 3. Restraint for the adapters shall consist of individual actuated gripping wedges. Torque limiting actuating screws shall be used to insure proper set of the gripping wedges. The adapters shall be capable of deflection during assembly and allow at least 0.6-inches of gap between the end of the pipe and the mating flange without affecting the integrity of the seal. 4. Adapters shall be Series 2100 Megaflange restrained flange adapters with Mega-Bond coating as manufactured by EBBA Iron or approved equals. 5. High density polyethylene flange adapter, shall be made by the manufacturer from the same resin as the pipe, and fully pressure rated to match the pipe SDR pressure rating, thermally butt-fused to the stub end of the pipe. G 7. � � � � � A Type 316 stainless steel back-up ring fitted to the polyethylene flange adapter and shaped as necessary to suit the outside dimension of the pipe. � A full face neoprene gasket, conformmg to ANSI B 16.21. 8. Corrosion resistant bolts and nuts of Type 316 stainless steel as specified in ASTM A726 and ASTM A307. Bolts shall be tightened alternatively and evenly to the manufacturer's specified torques. 9. High density polyethylene mechanical joint and flange adapters, shall be made by the manufacturer from the same resin as the pipe, and fully pressure rated to match the pipe SDR pressure rating, thermally butt-fused to the stub end of the pipe. 10. The mechanical joint adapter sha11 have an internal stainless steel stiffener and a heavy body ductile iron gland ring, C-153 (2-inch to 12-inch) or C-110 (14- inch to 24-inch). 11. All mechanical joint adapter shall be AWWA compliant. 12. All mechanical joint adapters shall be provided with a mechanical joint gland and accessory kit consisting, at a minimum, of extra lang T-bolts, standard rubber gasket, G153 (2-inch to 12-inch) or G110 (14-inch to 24-inch) heavy body ductile iron gland ring. 13. T-bolts and nuts shall be of Type 316 stainless steel as specified in ASTM A726 and ASTM A307. Bolts shall be tightened alternatively and evenly to the manufacturer's specified torques. 14. Adapters shall be suitable for joining plain-end pipe to flanged pipes and fittings. City of Clearwater WTP No. 2— Conmact 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 20 Revised March 4, 2013 'yv. � � � a� � ��, �� _ � � � � � � i 2.2� � � � �� u � � � �� 2.28 STRAINERS 1. Strainers shall be Y-type manufactured of transparent Type 1, Grade 1 PVC with threaded or solvent welded socket ends. Screen for strainers shall be 20 mesh Type 316 stainless steel. The screen shall be easily removed for cleaning or replacement from the filter body without removing the body from the pipeline. The bonnet seal shall be EPDM "O" rings. The sediment strainers shall have a pressure rating as follows: 2. Strainers shall be manufactured by Asahi/America. WALL AND FLOOR SLEEVES AND SEALS 1. Wall and Floor Sleeves: a. � c. Q Wall and floor sleeves shall be of cast or ductile iron, (see below for plastic alternate) and shall have integral water stop rings located on the outside center of the sleeve. Sleeves shall be provided with internal seals as indicated below and shall be sized as required for the installation of the carrier pipe and seals. Sleeves shall terminate flush with finished surfaces of walls and shall extend 2 inches above finished floors. When noted on the Drawings, smaller pipe sleeves in CMU speciiied as PVC shall be SCH 80 PVC. Sleeves shall be grouted in place and sha11 be oversized as required for the installation of the carrier pipe and sealant materials. Sleeves shall terminate flush with finished surfaces of walls and ceilings, and shall extend 2 inches above the finished floor. For poured or grouted in place sleeves, lightweight, high-impact thertnoplastic sleeves may be utilized. Plastic sleeves shall have integral waterstop and anchoring ribs. Plastic sleeves shall be a product of the sleeve seal manufacturer and shall be Link-Seal sleeves. Sleeves shall be provided for all piping passing through building walls and floors, except where noted on the Drawings. Sleeves sha11 be sized in accordance with the seal manufacturer's recommendations based on the carrier pipe size. Escutcheon plates shall be provided for wall sleeves smaller than 3 inches to completely conceal the sleeves. Escutcheons shall be cast iron, nickel plated split-type. 2. Wall and Floor Sleeve Seals: a. Wall and floor sleeve seals shall be modular mechanical type seals consisting of interlocking synthetic rubber links shaped to continuously fill the annular space between the pipe and wall sleeve. Links shall be loosely assembled with bolts to form a continuous rubber belt around the pipe with a pressure plate under each bolt head and nut. After the seal assembly is positioned in the sleeve, tightening City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 21 Revised March 4, 2013 � � � b. c. of the bolts shall cause the rubber sealing elements to expand and provide an absolutely water-tight seal between the pipe and wall sleeve. The synthetic rubber shall be suitable for exposure to water, wastewater, and groundwater. Bolts, nuts, and hardware shall be 316 stainless steel. The seals shall be Link Seal seals. 2.29 RIGID PIPE COUPLINGS A. Pipe couplings used to join two pieces of plain end pipe sha11 be sized to suit the outside diameter of the pipe ends to be joined. Transition couplings shall be used to join pipes of different outside diameters. Pipe couplings shall be bolted type with steel middle ring and end followers. B. All carbon steel parts of the coupling shall be coated on the interior and exterior with a fusion bonded thermosetting epoxy coating with a 12-mil nominal coating thickness. The coating shall be equal to AL-CLAD as manufactured by Dresser Industries, Inc.. � � � � � � � C. Gaskets for the coupling shall be wedge type manufactured of Buna-N resilient � rubber. D. Bolts shall be manufactured of high strength Type 316 stainless steel with Type 316 stainless steel hexagonal nuts. Bolts and nuts shall conform dimensionally to ANSUAWWA Cl l l, latest revision. E. 2.30 Couplings shall be Style 38 as manufactured by Dresser Industries, Inc.. BALL VALVES FOR OXYGEN SERVICE � �_l A. Ball valves shall be Tyco (KTM) stainless steel valves for low temperature and cryogenic applications. All shall be cleaned, packaged, and labeled for oxygen � service. I� C. Ozone Gas (GOX) Service: 1. Valves shall be 2" and 3", 400 psi, 2-piece full port ball valves for ozone gas at 12% WT, with flanged end connection. Valve body shall be CF8M stainless steel, with stainless steel disc, ball, and stem. Packing shall be PTFE. Seat shall be RTFE. LOX and GOX Cryogenic Service (Manua1) L Valves shall be 1-1/2" and 2", 1000 psi, cryogenic ball valves for liquid oxygen, with screwed NPT end connection. Valve body shall be brass, with City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) ��! aS E��It�1��s Issue for Bid 40 23 21 - 22 Revised March 4, 2013 � � � � � ' � � stainless steel disc, ball, and stem. Seals shall be TFE coated 316 stainless � steel gaskets. Seat shall be polyfill. D. LOX and GOX Cryogenic Service (Electro-hydraulic) � � � r' 2.31 � A. B. , l. Valves shall be 2", 1000 psi, cryogenic ball valves for liquid oxygen, with screwed NPT end connection. Valve body and disc shall be brass, with stainless steel ball, and stem. Sea1s shall be TFE coated 316 stainless steel gaskets. Seat shall be polyfill or PTFE. 2. Valve actuator shall be of the electro-hydraulic type for fast open/closed service supplied by the valve manufacturer. Actuator shall contain a return spring to close on power failure. The enclosure shall be NEMA 4X and power shall be 120VAC. V-NOTCH BALL VALVES FOR OXYGEN SERVICE Ball valves shall be Tyco (KTM) Low Temperature and Cryogenic Valves. Ball valves shall be V-notch modulating manual or electric for ozone and a�r service, with flanged end connection. C. The design Cv coefficient shall be selected to ensure operation over a minimum of 60% of full opening range at minimum and maximum flow conditions. Calculations shall be provided with submittal. D � 2.32 � � � A. : Ball valves shall be Class 150, with 316 SS body, RTFE gasket and 316 SS seat. STAINLESS STEEL DUAL DOOR CHECK VALVES (OZONATED WATER SERVICE) Manufacturers: Provide products of one of the following: 1. Crane Valve Company. B. General: 1. Provide valves conforming to the following: a. API594. b. API598 c. ASME/ANSI B 16.34. � 2. Rated Working Pressure: 150 psig. 3. The valve shall be fully open at design flow with a"K" value not exceeding 1.2. � C. Valve Construction: � , City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 23 Revised March 4, 2013 � � � 1. Valve components shall be suitable for ozonated water service. 2. Valves shall operate without hammer or shock. 3. Valves shall be equipped with double doors, and low torque springs. Each of the dual plates shall be provided with its own springs to provide independent closing action. 4. Style: Double F�anged with drilling and bolting to conform to ANSI B16.5 Class 150 flanges. 5. Seat shall be completely out of flow stream and protected from wear. The disc shall fully overlap the synthetic seal, preventing pressure indentations. 6. Each valve shall incorporate hinge pin and stop pin of sufficient strength to contain valve plates within valve body and to serve as stop for plates in open position. Materials of Construction: 1. 2. 3. 4. 5. Body: Type 316 stainless steel. Discs: Type 316 stainless steel. Hinge and Stop Shafts: Type 316 stainless steel. Springs: Inconel or Monel. Seat Material: Viton or other synthetic rubber suitable for ozone or ozonated water. E. Testing: 1. Test each valve in manufacturer's shop with water against leakage at valve's rated pressures. 2. Allowable Leakage: Zero. 3. Test each valve hydrostatically at twice its rated pressure. 233 SOLENOID VALVES FOR OXYGEN SERVICE A. Solenoid valves for water service shall be 2-way type for normally closed operation designed for not less than a 150 psi water working pressure. Internal components shall be compatible with ozone gas at 12% WT. Wetted parts shall be NSF approved for use in potable water treatment. : � Valves shall be flanged class 150, normally closed and power to open. Valves sha11 be Type 304 stainless steel. D. Valves less than 3 inches shall have forged brass bodies. Three-inch valves shall � have aluminum bodies. Valves shall have NPT threaded ends, stainless steel wetted City of Clearwater � WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� @�� Issue for Bid 40 23 21 - 24 Revised March 4, 2013 ' ' � � � � , � � i , , ' � � � � � � , E. parts, Buna N seals/disks, and Division 1& 2(explosion proof and intrinsically safe). The valves shall operate on 24 Vdc power, shall have threaded conduit hubs and standby manual operators, and shall not require a minimum operating pressure differential for steady operation. The valves shall be manufactured by Tyco Westlock Falcon Series solenoid valves. 2.34 NEEDLE VALVES A. LOX and Ozone Service. 1. Type of Valve: Needle valve. 2. Type of Service: LOX and Ozone. 3. Type of End Connection: 1/4" swaged. 4. Size (inches): Orifice Size 0.175" (min). 5. Rating and Description: Integral bonnet valve with 316 stainless steel body material, stem type ball, gland, bonnet, stem and body should be 316 stainless steel ASTM 276, TFE (teflon) packing, factory cleaned, packaged and labeled for oxygen service. 6. Manufacturer and Product: a. Swagelok 18 Series, Model # SS-18RS8. 2.35 � GLOBE VALVES FOR OXYGEN SERVICE LOX Service: Manual Isolation: 1. Type: Globe, cryogenic type. 2. Size: 1" to 2". 3. End connection: NPT 4. Pressure Class: 400 psig. 5. Body and Disc/Trim Construction: Bronze. 6. Seat: PTFE. 7. Actuator: Handle 8. Cryogenic, Oxygen cleaned. 9. Manufacturers: a. William Powell Company City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 25 Revised March 4, 2013 �� 2.36 A. PRESSURE RELIEF VALVES FOR OXYGEN SERVICE Small Size Pressure Relief Valves: B. Valves for LOX and Ozone Services shall have standard pipe thread end connections, with bronze body, Type 316 stainless steel disc, stainless steel spring, brass seat retainer. Size per valve schedule. C. Valves for LOX shall have standard pipe thread end connections, with bronze body, fluorosilicone disc, stainless steel spring, brass seat retaining. Size per valve schedule. � E. 2.37 All shall be cleaned, packaged, and labeled for oxygen service. The valves shall be manufactured by Kunkle. PRESSURE RELIEF VALVES FOR OXYGEN SERVICE: A. Function: The pressure relief function shall maintain pressures settings by opening rapidly to bypass system pressure that exceeds the pressure control setting. The valve shall operate without cavitation damage over specified pressure ranges. B. Main Va1ve: The valve shall be hydraulically operated, single diaphragm-actuated and globe or angle pattern. The valve shall consist of three major components: the body with seat installed, the cover with bearings installed and the diaphragm assembly. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. Packing glands and/or stuffmg boxes are not pernutted and there shall be no pistons operating the main valve or pilot controls. C. Main Va1ve Body: No separate chambers shall be allowed between the main valve cover and body. Valve body and cover sha11 be of cast material. No fabrication or welding shall be used in the manufacturing process. D. The valve shall contain a resilient, synthetic rubber disc, with a rectangular cross- section contained on three and one-half sides by a disc retainer, forming a tight seal against a single removable seat insert. No O-ring type disc (circular, square, or quad type) shall be permitted as the seating surface. E. The disc guide shall be of the contoured type to permit smooth transition of flow and shall hold the disc firmly in place. F. The disc retainer sha11 be of a sturdy one-piece design capable of withstanding opening and closing shocks. It must have straight edge sides and a radius at the top edge to prevent excessive diaphragm wear as the diaphragm flexes across this City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� ,�[;��(��; Issue for Bid 40 23 21 - 26 Revised March 4, 2013 , , � � � , � � ' ' I� � � � � � � ' , � � � � � � �� L _J � � � � � � � � surface. No hourglass-shaped disc retainers shall be permitted and no V-type or slotted type disc guides shall be used. G. The diaphragm assembly containing a non-magnetic stainless steel stem of sufficient diameter to withstand high hydraulic pressures, shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The seat shall be a solid, one-piece design and shall have a minimum of a five-degree taper on the seating surface for a positive, drip-tight shut off. No center guides shall be pernutted. The stem shall be drilled and tapped in the cover end to receive and affix such accessories as may be deemed necessary. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. H. The diaphragm shall consist of nylon fabric bonded with synthetic rubber compatible with the operating fluid. The center hole for the main valve stem must be sealed by the vulcanized process or a rubber grommet sealing the center stem hole from the operating pressure. The diaphragm must withstand a Mullins Burst Test of a minimum of 600 psi per layer of nylon fabric and shall be cycle tested 100,000 times to insure longevity. The diaphragm sha11 not be used as the seating surface. The diaphragm shall be fully supported in the valve body and cover by machined surfaces which support no less than one-half of the total surface area of the diaphragm in either the fully open or fully closed position. I. The main valve seat and the stem bearing in the valve cover shall be removable. The valve seat sha11 be retained by flat head machine screws for ease of maintenance. J. The lower bearing of the valve stem shall be contained concentrically within the seat and shall be exposed to the flow on all sides to avoid deposits. To insure proper alignment of the valve stem, the valve body and cover shall be machined with a locating lip. No "pinned" covers to the valve body shall be pertnitted. Cover bearing, disc retainer, and seat shall be made of the same material. All necessary repairs and/or modifications other than replacement of the main valve body shall be possible without removing the valve from the pipeline. Packing glands and/or stuffing boxes shall not be permitted and components including cast material shall be of North American manufacture. K. Valve Specification: Valve Size 6-inch Location Sidestream Pum Dischar e Service Ozonated Water 35 m 1 Main Valve Body and Type 316 stainless Steel Cover Main Valve Trim Type 316 stainless steel City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 27 Revised March 4, 2013 � � Pilot Bod & Trim T e 316 stainless steel M�imum Flow 1,000 m Max U stream Pressure 50 si Max Downstream Pressure 30 si Min Downstream Pressure 5 si End Detail Flan ed Pressure Ratin 250 si Tem erature Ran e 180° Fahrenheit Elastomer Material Viton Coatin Fusion Bonded E ox Options: Open Speed Controls, Valve Position Indicator, Pilot Isolation Valves, Check feature L. Pilot Control System: The pressure relief pilot shall be an adjustable, spring-loaded, normally closed diaphragm control designed to pernut flow when upstream pressure exceeds the control setting. The contractor shall connect the sensing/pilot supply connection to the main header with minimum 1/2" 316 SS pipe. A full range of spring settings shall be available in ranges from 0-300 psi. M. A direct factory representa.tive shall be made available for two days for start-up service, inspection and necessary adjustments, and to instruct UWNER'S personnel in operation, care and maintenance. � Q Valve and all components sha11 have a 3-year warranty from the date of startup. Manufacturer and Product: 1. Cla-Val Co. 2.38 FLOW CONTROL VALVES WITH PRESSURE SUSTAINING FUNCTION: A. Functions: The Rate of Flow Control function shall limit flow to the preset maximum rate regardless of changing line pressure. The Pressure Sustaining function shall maintain pressures settings by opening rapidly to bypass system pressure that exceeds the pressure control setting. The valve sha11 operate without cavitation damage over specified pressure ranges. B. Main Valve: The valve shall be hydraulically operated, single diaphragm-actuated and globe or angle pattern. The valve shall consist of three major components: the body with seat installed, the cover with bearings installed and the diaphragm assernbly. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. Packing glands and/or stuffing boxes are not permitted and there shall be no pistons operating the main valve or pilot controls. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 28 Revised March 4, 2013 ' � � � � � � � � ' � � � � � � � _ °'� w�*, - � � � r � LJ � � � � f , ' ' ' � � � ' C. Main Valve Body: No separate chambers shall be allowed between the main valve cover and body. Valve body and cover shall be of cast material. No fabrication or welding shall be used in the manufacturing process. D. The valve shall contain a resilient, synthetic rubber disc, with a rectangular cross- section contained on three and one-half sides by a disc retainer, forming a tight seal against a single removable seat insert. No O-ring type disc (circular, square, or quad type) shall be pernutted as the seating surface. E. The disc guide shall be of the contoured type to permit smooth transition of flow and shall hold the disc firmly in place. F. The disc retainer shall be of a sturdy one-piece design capable of withstanding opening and closing shocks. It must have straight edge sides and a radius at the top edge to prevent excessive diaphragm wear as the diaphragm flexes across this surface. No hourglass-shaped disc retainers shall be permitted and no V-type or slotted type disc guides shall be used. G. The diaphragm assembly containing a non-magnetic stainless steel stem of sufficient diameter to withstand high hydraulic pressures, shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The seat shall be a solid, one-piece design and shall have a minimum of a five-degree taper on the seating surface for a positive, drip-tight shut off. No center guides shall be permitted. The stem sha11 be drilled and tapped in the cover end to receive and afiix such accessories as may be deemed necessary. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. H. The diaphragm shall consist of nylon fabric bonded with synthetic rubber compatible with the operating fluid. The center hole for the main valve stem must be sealed by the vulcanized process or a rubber grommet sealing the center stem hole from the operating pressure. The diaphragm must withstand a Mullins Burst Test of a minimum of 600 psi per layer of nylon fabric and shall be cycle tested 100,000 times to insure longevity. The diaphragm shall not be used as the seating surface. The diaphragm shall be fully supported in the valve body and cover by machined surfaces which support no less than one-half of the total surface area of the diaphragm in either the fully open or fully closed position. I. The main valve seat and the stem bearing in the valve cover shall be removable. The valve seat shall be retained by flat head machine screws for ease of maintenance. / J. The lower bearing of the valve stem shall be contained concentrically within the seat and shall be exposed to the flow on all sides to avoid deposits. To insure proper alignment of the valve stem, the valve body and cover shall be machined with a � locating lip. No "pinned" covers to the valve body shall be permitted. Cover bearing, disc retainer, and seat shall be made of the same material. All necessary repairs � ' City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 29 Revised March 4, 2013 ;G � � K. andlor modifications other than replacement of the main valve body shall be possible without removing the valve from the pipeline. Packing glands and/or stuffing boxes shall not be pernutted and components including cast material sha11 be of North American manufacture. Valve Specification: Valve Size 2-inch Location O en Loo Coolin Water Su 1 Service Finished Water Main Valve Body and Ductile Iron Cover Main Valve Trim Type 316 stainless steel Pilot Bod & Trim T e 316 stainless steel Rate of Flow 50 m Max U stream Pressure 80 si Max Downstream Pressure 10 si Min Downstream Pressure S si End Detail Flan ed Pressure Ratin 250 si Tem erature Ran e 180° Fahrenheit Elastomer Material EPDM Coatin Fusion Bonded E ox Options: Valve Position Indicator, Pilot Isolation Valves, Check feature L. Pilot Control System: The pilot system shall be a direct acting diaphragm valve designed to close when the controlling differential exceeds the adjustable spring setting. The pilot control is normally held open by the force of the compression on the spring above the diaphragm and it closes when the pressure acting on the underside of the diaphragm exceeds the spring setting. The pilot control system shall contain a fixed orifice. No variable orifices shall be permitted. An orifice plate flange assembly shall be included and mounted one to five pipe diameters downstream. The contractor shall connect the sensing line between the pilot system and the orifice plate with minimum 1/2" 316 SS pipe. A full range of spring settings shall be available in ranges from 0-300 psi. M. A direct factory representative sha11 be made available for two days for start-up service, inspection and necessary adjustments, and to instruct UWNER'S personnel in operation, care and maintenance. N �� Valve and all components sha11 have a 3-year warranty from the date of startup. Manufacturer and Product: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 30 Revised March 4, 2013 � „�; �e � �� .. �� , � � , � ' ' , ' � � , � � ' � , , 2.39 � 2.40 A. 1 ' � , ' ' , ' � � ' 1. Cla-Val Co. EXECUTION INSTALLATION General: 1. All valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. Valves shall be installed in accordance with manufacturer's installation instructions and with the details shown on the Drawings. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. 2. Valves shall be installed such that they are supported properly in their respective positions, free from distortion and strain. Valves shall be installed such that their weight is not borne by pumps and equipment that are not designed to support the weight of the valve. 3. Valves shall be carefully inspected during installation; they shall be opened wide and then tightly closed and the various nuts and bolts shall be tested for tightness. Special care shall be taken to prevent any foreign matter from becoming lodged in the valve seat: Check and adjust all valves for smooth operation. 4. After installation, all valves and appurtenances sha11 be tested at least 2 hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specifed. If any joint proves to be defective, it sha11 be repaired to the satisfaction of the Engineer. 5. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, the contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of these structures. In addition, install hangers or supports at all changes in direction at the spacing requirements stated in Section 40 OS 16 Pipe Hangers and Supports. 6. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections in Divisions 33 and 40. ' 7. Flanged joints shall be made with 304 stainless steel bolts, nuts and washers, Mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be pamted the same color as the pipe. All , buried bolts and nuts shall be heavily coated with two (2) coats of bituminous paint comparable to Inertol No. 66 Special Heavy. , , City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 31 Revised March 4, 2013 � � 8. Clean iron flanges by wire brushing before installing flanged valves. Clean carbon steel flange bolts and nuts by wire brushing, lubricate threads with oil or graphite, and tighten nuts uniformly and progressively. Clean threaded joints by wirebrushing or swabbing. Apply Teflon joint compound or Teflon tape to pipe threads before installing threaded valves. Joints shall be watertight. Q 10. Pressure gauges shall not be installed until after the substantial completion date unless otherwise requested by the Engineer. Valve Orientation: a. Install operating stem vertical when valve is installed in horizontal runs of pipe having centerline elevations 4 feet 6 inches or less above finished floor, unless otherwise shown. b. Install operating stem horizontal in horizontal runs of pipe having centerline elevations between 4 feet 6 inches and 6 feet 9 inches above finished floor, unless otherwise shown. 11. Install a line size ball valve and union upstream of each solenoid valve, in-line flow switch, or the in-line electrical device, excluding flowmeters, for isolation during maintenance. 12. 13. Locate valve to provide accessibility for control and maintenance. Install access doors in finished wa11s or plaster ceilings for valve access. Floor Box and Stem: Steel extension length shall locate operating nut in floor box. 14. Valves shall be tested hydrostatically, concurrently with the pipeline in which they are installed. Protect or isolate any parts of valves, operators, or control and instiumentation systems whose pressure rating is less than the pressure used for the pressure test(s). If valve joints leak during pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and hydrostatically retest the joints. 15. Following installation, all above-ground valves shall be painted in accordance with the painting system specified in Section 40 23 20. Following installation of buried valves or valves installed in valve vaults, repair any scratches, marks and other types of surface damage, etc., with a coating equal to the original coating supplied by the manufacturer. Prior to backfilling, all nuts, bolts, and other parts of the valve joints shall be coated with two caats, 10 mils DFT per coat, of coal tar epoxy equal to Kop-Coat Bitumastic No. 300-M, or approved equal. 16. Expansion and Contraction Provisions a. Rigidly support all piping with adequate provisions for expansion and contraction. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 32 Revised March 4, 2013 �� ,. ;� �, � � � r ILJ � � ' , , � , LJ � ' � � [� � L_� � i 1 , � , , � , ' LJ b. Firmly anchor horizontal runs over 50 feet in length at the midpoint of the runs to force expansion equally toward the ends. 17. Support valves in accordance with Section 40 OS 16. 18. Pipe sleeves and wall castings shall be provided at the locations called for on the Drawings. These units shall be as detailed and of the material as noted on the Drawings. They shall be accurately set in the concrete or masonry to the elevations shown. All wall sleeves and castings required in the walls shall be in place when the wails are poured. Ends of all wall castings and wall sleeves sha11 be of a type consistent with the piping to be connected to them. 19. Link seals for wall sleeves shall be installed in strict accordance with the manufacturer's printed installation instructions. For watertight applications in tanks or treatment units, the link seal installation shall be tested hydrostatically for leaks at the same time as the tank or treatment unit. Any leaks that occur during the test period shall be repa.ired by checking the link seals for proper installation and replacement of unit(s) found to be defective at no additional cost to the Owner. 20. Pipe couplings shall be installed in strict accordance with the manufacturer's published instructions and recommendations. 21. Tie rods sha11 be installed in strict accordance with the manufacturer's written installation requirements. Unless otherwise indicated on the Drawings, the size and number of tie rods for a joint or installation shall be as recommended by the manufacturer's design chart for a working pressure of 150 psi. , 22. Backflow preventions assemblies shall be installed at the locations shown on the Drawings and shall be installed in accordance with the manufacturer's installation instructions, local codes, and as shown on the Drawings. � Assemblies shall be tested by a certified tester and the appropriate report submitted to the City utilities department. , � ' , �� , � � 23. Reduced pressure principle back flow preventers shall be installed horizontally with an 18-inch minimum clearance between the finished grade and the lowest point on the bottom of the unit. Reduced pressure back flow preventers shall be installed with provisions for a suitable drain arrangement to drain off discharges from the relief valve, so that discharges are not objectionable. Back flow preventers shall be installed such that they are easily accessible for testing, maintenance, and repair. 24. Piping, fittings, and the air release valves shall be installed as shown on the Drawings. The air release valve assemblies shall be installed so that they are properly supported and such that they will function properly and freely and no parts shall be strained. Air release valve testing shall be performed during the testing of pipeline which air release is attached. END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 33 Revised March 4, 2013 � � � � � u ' ' , , � � ' ' ' C� � ' ' , SECTION 43 21 13 HORIZONTAL AXIALLY SPLIT CENTRIFUGAL PUMPS PART1- GENERAL 1.01 SUMMARY OF WORK A. The contractor shall furnish and install horizontal a�cially split centrifugal pumping units, including motor and VFD for the High Service Pumps and Transfer Pumps, as specified herein and shown on the contract drawings. B. The term "pumping unit" or "units" shall be defined as a pump complete with base plate, coupling, coupling guard, motor, and variable frequency drives if applicable. C. The pump manufacturer shall be responsible for supplying the complete pumping unit as defined above and sha11 assume complete electrical/mechanical system responsibility. D. Related Work Described Elsewhere: l. 2. 3. 4. 5. 6. 7. 8. 9. 10. Equipment Testing and Facility Startup in Section O1 91 14. Coating is included in Section 09 91 O1. Motors are included in Section 26 OS 10. Variable Frequency Drives discussed in Section 26 24 19. Underground Piping and Fittings in Section 33 11 16. Disinfection of Water Process & Distribution Piping in Section 33 13 00. Above Ground Piping and Fittings in Section 40 23 20. Above Ground Valves and Piping Appurtenances in Section 40 23 21. Ozone Generation and Feed System 46 31 53 Division 40 Process Integration E. General Design: 1. Three (3) horizontal split case centrifugal putnps (transfer pumps) are to be installed to transfer treated water from the wet well portions of the dissipation chamber to the ground storage tanks. The pumps shall be located and installed as shown on the Drawings. 2. Three (3) horizontal split case centrifugal pumps (high service pumps) are to be installed to transfer finished water from the ground storage tanks to the distribution system. The pumps shall be located and installed as shown on the Drawings. 3. Two (2) horizontal split case centrifugal pumps (ozone sidestream pumps) are to be installed to boost the pressure of permeate water from the reverse osmosis system through the sidestream injectors to the inline flash reactor. The pumps sha11 be located and installed as shown on the Drawings. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 43 21 13 - 1 Revised March 4, 2013 � � .. � G The operation of the transfer and high service pumps will be commanded by the RO Plant LCP's via the VFD control system. Motors shall be premium efficiency rated and designed and certified for VFD operation. 1.02 QUALITY ASSURANCE A. Material Service Requirements: The pumps, motors, and all related equipment shall be suitably constructed of materials to withstand the operating conditions which shall be experienced during the pump's performance and environment. B. Balancing: Pump units sha11 be statically and dynamically balanced. The vibration allowance in the units shall not exceed the upper limits as established by the Hydraulic Institute standards. C. The pumps shall be given a complete non-witnessed perforrnance test to include head/capacity, effciency and brake horsepower, to prove that the pumps supplied conform to the requirements of this Specification. The manufacturer's calibrated laboratory test motors over minimum and maximum motor speed shall be used coupled with the actual pumping units to be supplied; the job motor is an alternative to calibrated test motor. 1.03 A. : SUBMITTALS Shop Drawings: Submit the following to the Engineer for approval before fabrication and delivery: 1. Manufacturer's literature, illustrations, and applicable data for the pumps. 2. Details of pump assembly, installation layout and prcrcedures, piping and electrical connections and requirements, types of materials used in pump construction, details on all pump accessories, such as couplings, line shaft, discharge head, etc., dimensions of major components, vaeights, structural and operating features, space required, clearances, type of finish or shop coat, and other pertinent data. 3. A list of spare parts to be supplied, with the manufacturer's current price for each item. See Paragraph 2.04. List bearings by the bearing manufacturer's numbers only. 4. The following data shall be provided on the drive motor: materials of construction, dimensions, rpm at full load, frequency, voltage, full load current, code and design letter, efficiency, horsepower, number of phases, time rating, temperature rise, service factor, and bearing life rating. The submittal shall include motor manufacturer's recommended lubrication requirements. Performance Curves: The Contractor shall submit the following to the Engineer for approval, prior to shipment from the factory: 1. Submit manufacturer's pump performance curves from for each pump and motor combination to be furnished illustrating pump characteristics of head, discharge flow, efficiency, impeller size, motor speed, and horsepower for the City of Clearwater � WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� y�� Issue for Bid 43 21 13 - 2 Revised March 4, 2013 ' , , ' � L� ' ' , 2. 3. full range of head conditions specified. Provide performance curves with the full range of specified speeds for pumps with variable frequency drives. Curves shall be plotted from no flow at shut-off head to maximum pump runout head and gallonage allowed by the manufacturer. Points of operation which cause bearing stress or shaft deflection in excess of the manufacturer's tolerances for continuous operation shall be indicated on the submitted curves. C. Submit the following for each proposed pump: 1. Pump Manufacturer's Name 2. Pump Model No. 3. Rated Capacity (GPM) 4. Total Dynamic Head at Rated Capacity (FT.) 5. Nominal Speed of Motor (RPM) 6. Number of Stages 7. Overall I;ength of Pumping Unit (FT.) 8. Size of Suction Connection (IN.) 9. Size of Discharge Connection (IN.) 10. Pump weight � 11. Type of Impellers 12. Motor Manufacturer and Model No. , f �� , r � , � , , � 13. Motor NEMA Frame No. 14. Motor Horsepower 15. Motor Speed (RPM) 16. Motor Efficiency at Rated Capacity (%) 17. Horsepower of Pumping Unit at Rated Capacity (HP) 18. Kilowatt Consumption Per Hour at Rated Capacity (KW/hr) 19. Field Efficiency of Pump (Wire to Water) a. Maximum flow and maximum & minimum head condition (%) b. Minimum flow and maximum & minimum head condition (%) Operating and Maintenance Instructions: Submit six sets of operation and maintenance manuals in accordance with Section Ol 78 23. The operation and maintenance manuals shall have been prepared specifically for the model and type of pump furnished and shall not refer to other models and types of similar equipment. The operation and maintenance manuals shall include but not be limited to the following: 1. Equipment Function City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 43 21 13 - 3 Revised March 4, 2013 `�_-�� 2. 3. 4. 5. 6. 7. 8. 9. 10. Description Normal and limiting operating characteristics Installation instructions (assembly, alignment and adjustment procedures) Operation instructions (normal start-up and shutdown procedures, normal operating conditions and emergency situations) Lubrication and maintenance instructions Troubleshooting guide Parts list with cata.log numbers and predicted life of parts subject to wear Drawings - cross sectional view, assembly, and wiring diagrams Performance curves for identical pumps 1.04 DELIVERY, STORAGE, AND HANDLING A. All equipment and appurtenances shall be properly protected so that no damage or deterioration will occur from the time of shipment until the equipment is installed and ready for operation. B. Factory assembled parts and components shall not be dismantled for shipment unless permission is received in writing from the Engineer. Pumps shall be prepared for shipment in accordance with API Standard 610. � � , � � ' � � ' r ' Finished surfaces of all exposed pump openings shall be properly protected. Finished iron or steel surfaces not painted shall be properly protected to prevent rust ' and corrosion. E. All entrapped water from hydrostatic or other testing shall be drained prior to ' shipment and proper care shall be taken to protect the equipment from the entrance of water during shipment, storage, and handling. F. G. 1.05 Each box or package shall be properly marked to show its net weight in addition to its contents. Pumps shall be shipped and handled in such a manner as to prevent damage. The pumps and motors shall be stored in clean, dry, and protected locations at the job site. WARRANTY AND GUARANTEES A. All equipment supplied under this section shall be warranted for a period of one (1) year by the manufacturer. Warranty period shall commence upon Owner final acceptance as specified in the General and Supplementary Conditions. B. The equipment shall be under warran t y to be free from defects in workmanship, design and materials. If any part of the equipment should fail during the warranty period, it shall be replaced at no expense to the Owner. C. The replacement or repair (including cost of parts and labor) of those items normally consumed in service, such as pump packing, oil, grease, and the like, shall be considered as part of routine preventive maintenance by the Owner. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� g�*, Issue for Bid 43 21 13 - 4 Revised March 4, 2013 ' �� r i �� LJ ' , , , , , , D. Certifications: Furnish certifications as specified in Section O1 91 14: Equipment Testing and Facility Startup. Furnish the Engineer with a written certification signed by the manufacturer's representative, that the following is true for the installed equipment: 1. Equipment has been installed per manufacturer's requirements 2. Equipment has been lubricated per manufacturer's instructions. 3. Equipment has been accurately aligned and proper running clearances set. 4. Equipment is free from undue stress imposed by piping or mounting bolts. 5. Equipment is ready to be operated on a continuous basis, and is free from any known defects. PART 2 - PRODUCTS ' 2.01 GENERAL ' ' � , � ' ' 1 I� A. The pumping units provided under this section shall be supplied by one manufacturer. Pumps shall be manufactured by: Goulds, Patterson, Peerless, Flowserve, Aurora, Fairbanks Morse. B. Each pumping unit shall be provided with a stainless steel nameplate, which shall contain the following information: L Manufacturer's name, address, and telephone number 2. Model number C. D. E. 2.02 A. 2.03 3. Serial number 4. Head, capacity and rpm at rated condition 5. Motor horsepower, rpm and frame size Pumping units within each type of service sha11 be identical in every respect with all parts being interchangeable. Pump rotating assemblies shall be balanced in accordance with the requirements of ANSI 52.19, G6.3. Vibration, when measured at the pump bearing housing shall not exceed the limitations specified by the Hydraulic Institute Standards. Additional requirements listed in field performance testing. HYDRAULIC DESIGN CRITERIA The Pumping units shall be in accordance with the design parameters in Tables 43 21 13—A, 43 21 13—B, and43 21 13—C. DETAILS OF CONSTRUCTION A. Pump Casing � 1. Pump casing shall be of close grain cast iron type ASTM A48, class 40, designed for heavy-duty service. The casing sha11 be horizontally split; single �� , City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 43 21 13 - 5 Revised March 4, 2013 � � � n, : volute type with the suction and discharge flanges cast integrally with the lower half in order that the upper part may be removed for inspection of the rotating element without disturbing pipe connections or pump alignment. Pump mounting feet are to be cast integrally into the lower half casing with the mounting surface completely machined. The joint between halves of the casing shall be heavily flanged and bolted, and provided with dowel pins to insure accurate alignment. The upper half-casing flange shall have tapped holes for jackscrews. The interior shall be smooth and free from surface defects. 2. Thickness, diameter and drilling dimensions of suction and discharge flanges shall be Class 125 ANSI standazd. Pump casings shall have a minimum suction and discharge flanged connection size as shown on the detailed drawings and in Tables 43 21 13 — A,43 21 13 — B, and 43 21 13 — C. Casings shall be drilled and tapped for vertical priming, gauge, and drain connections. Suitable lifting lugs or eyebolts sha11 be provided. The Top and bottom casings shall be gasketed. The bearing bracket shall be integral cast to the suction housing. Bolted bearing supports of any type shall not be permitted for this installation. Impeller and Sleeves 1. Impeller shall be of the double suction enclosed type made entirely of ASTM B584-836 bronze finish smooth all over and of ample strength and stiffness for maintaining the maximum capacity of the unit. 2. It shall be statically and dynamically balanced and shall be keyed to the shaft and securely held in axial position on the shaft by means of ASTM B505-954 bronze sleeves extended through the stuffmg box. Rotation of the shaft sleeves sha11 be prevented by the impeller key, which shall extend beyond the impeller hub and into the shaft sleeve on both sides of the impeller. Shaft sleeves shall be held in position by a locking shaft sleeve nut located outside of the stuffing box and shall have an O-ring seal between the sleeve and the nut to prevent entrance of air or liquid between the shaft and sleeve. Sleeves, which are threaded on to the pump shaft, are not acceptable. C. Wear Rings 7 1. � At the running joint between the suction and discharge chambers, there shall be provided wear rings on both the casing and impeller. The casing rings shall be of ASTM B505-927 bronze, positioned in the casing and locked against rotation by the upper half of the case. 3. Impeller rings shall be of ASTM B505-932 bronze, so fastened that they cannot rotate or become loose when the pump is subjected to reversed rotation. The rings shall be made to limit gauges, so that they may be renewed without fitting. Pump Shaft City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 43 21 13 - 6 Revised March 4, 2013 � � � ' ' � ' ' , ' ' 1 ' r ' ' � � � , r ' �' , , , '^�I � I. l � �J � fJ � , ' , , , � � E. F. 1. The shaft shall be of AISI 1141 and of such dimensions that the maximum combined stress due to bending and torsion shall not exceed 8,000 pounds per square inch under the most severe conditions of operation. 2. The shaft shall be accurately machined over its entire length. The first critical speed of the rotating assembly shall occur at not less than 150% of the rated speed. 3. Threads on the pump shaft shall be located outside of the stuffing box. Stuffing Boxes Mechanically Sealed 2. 3. 4. Stuffing boxes shall be provided with mechanical shaft seals. Stuffing boxes shall accept packing or mechanical seals without modification to the stuffing box. Mechanical seals shall be furnished with a carbon seal ring, ceramic mating ring, viton elastomers and 316 stainless steel metal parts. Mechanical seals shall be rated for 250 PSIG pressure. The elastomers shall be rated for temperatures ranging from -20 degrees F to 400 degrees F. 5. Pump shaft sleeves shall be furnished with a pre-machined groove designed to accept a setting ring, which shall eliminate the need for set collars or stop collars. Seals requiring stop or set collars with set-screws are not acceptable. 6. The rotating seal ring shall be provided with a 360 degree rubber encasement to provide a positive drive for the seal face without the need for metal drive notches which may cause face distortion or notch wear. The seal rings shall be permanently fixed in place and full flatness maintained by a precision crimp in the outer seal case. 7. The mechanical seal shall be of a convoluted design which permits free movements providing constant adjustment for shaft endplay and seal face wear. Positive face contact with the stationary seat sha11 be maintained at all times. 8. To insure positive sealing by free movement of the seal head, the seal shall feature a hex style outer shell and drive band which shall absorb start-up and running torque and shall eliminate in stress on the diaphragm. Metal components shall freely engage and shall not be subject to lock down due to friction wear. 9. Suitably valved connecting lines or passages shall be provided on the upper half casing leading from the discharge volute to the stuffing box for lubricating the stuffing boxes with the liquid being pumped. These lines shall be of 316 stainless steel tubing and fittings. Bearings 1. Bearings shall be sealed of the anti-friction type. 2. The bearing configuration shall consist of one single row deep grooved anti- friction bearing on the inboard side and two single row deep grooved anti- friction bearings mounted back to back on the outboard side. The inboard City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��i�� [�E�Ii�C: ��l�� Issue for Bid 43 21 13 - 7 Revised March 4, 2013 G. �:I bearing shall be designed to take the radial thrust loads. 'I'he outboard bearings shall be designed to take a combination of loads, both radial and axial; and hold the rotor in axial alignment. 3. Bearings shall have a minimum rated service life of 40,000 hours in accordance with the standards of the Bearings Manufacturers Association through out the specified operating range. Bearings shall be mounted in dust tight housings shall be rigidly supported by suitable brackets, which shall be cast with integrally with the lower half or the pump casing. Bearing housings or bearing housing supports, which are bolted to the side of the pump casing, are not acceptable. 4. A deflector made of Aluminum shall be provided on the inboard and outboard ends of the pump shaft to prevent product from entering either bearing housing. Pump Base 1. The pump and motor shall be mounted on a common base of fabricated ASTM A36 steel. Bent metal or formed bases are not acceptable. The base plate will have a full sided drip lip rim with minimum % inch female NPT half couplings one on each side. The motor mounting surfaced shall be machined to accept the motor and fitted with proper slotted stainless steel shims. The motor mounting plate shall incorporate adjusting and leveling screws for field alignment of the motor. The base plate shall be fitted with six (6) anchor bolt holes three (3) per side. The base shall have grout holes and each end of the base shall have breather holes to insure no air pockets form and a smooth flow of grout. ' , � ' � ' ' , r � 2. The base shall be provided with a hinged, lockable and adjustable OSHA non ' metallic coupling guard. All fasteners shall be 316 stainless steel. 3. All mounting surfaces shall have a machined finish. Couplings 1 2 The coupling shall be Martin, TB Woods, spacer type with elastomeric sleeves of EPDM. Sized to transmit the maximum required horsepower with a 1.5 service factor. I. Motors shall be AC induction horizontal rigid frame 3 phase 60 460 volt power. The motor enclosure shall be TEFC, Inverter duty, premium efficiency, Class H insulation, with Class F rise at 40 dgrees C ambient. The motor sha11 be corrosive duty and include drains and breathers. Each motor provided sha11 include space heaters and thermostats for moisture and thermal protection. Each motor shall be short commercial tested. J. Units sha11 be equipped with temperature and vibration sensor monitors and other equipment monitoring devices to provide signals as required by instrumentation and control design. Provide units as recommended by pump supplier. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �,�� j��}�� Issue for Bid 43 21 13 - 8 Revised March 4, 2013 � � '�J ' ' , �_ J '`J , � ' , 2.04 FACTORY TESTING LJ � � ' , � � , � � A. Each pump shall undergo a certified hydrostatic test at 150% of the pressure developed at shut-off head. B. A certified performance test shall be performed on each unit utilizing as set forth in Sections 1.02 and 1.03. C. D. 2.05 All tests shall be performed in accordance with the Hydraulic Institute Test Standards for Centrifugal Pumps current edition. The Engineer and/or a representative of the Owner shall be given suffcient notice of the testing dates and shall have the opportunity to witness these test. SPARE PARTS A. The Contractor shall furnish a complete set of recommended spare parts necessary for the first five (5) years of operation of the pumping system. The Contractor shall furnish, as a minimum, for each putnp, the following spare parts, properly boxed and labeled for each pump: 1. (2) sets of gaskets and O-rings 2. (2) mechanical seals 3. (2) sets of shaft sleeves, keys, and accessories 4. One year supply of each type of lubricant required B. If this minimum spare parts list is not inclusive of the manufacturer's recommendation, then contractor shall provide the remaining spare parts as recommended by the manufacturer. C. Spare parts shall be properly bound and labeled for easy identification without opening the packaging and suitably protected for long term storage. ' PART 3 - EXECUTION 3.01 , ' , ' 3.02 � ' ' PAINTING 1. All parts and items of the pump equipment that are not stainless, including external parts of the pump, motor, drive unit, base, and accessories shall be coated in accordance with Section 09 91 O1. All coatings used for shop painting shall be the products of the same manufacturer as the coating to be used for field painting to assure coating compatibility. Color of finish coating shall be specified by ENGINEER. Units shall be inspected and have coatings touched-up following delivery and un-crating on site. 2. All wetted coatings shall be NSF 61 approved. 3. Pump motors shall be painted as per 11 OS 13 Motors. INSTALLATION A. Installation of pumping equipment shall be in strict accordance with the respective manufacturer's instructions and recommendations in the locations shown on the City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) ��5 E��l[�lw�F�ik�l� Issue for Bid 43 21 13 - 9 Revised March 4, 2013 Drawings. Equipment shall be installed by experience and mechanically skilled workmen with previous experience in similar installations. Installation shall include furnishing the required oil and grease for initial operation. The grades of oil and grease shall be in accordance with the manufacturer's recommendations. B. Grout, installed to level the pumps on the concrete equipment pads, shall be no more than 1-inch in thickness, unless written instructions from the pump manufacturer allows for a variation. C. Connections between the piping and the pumps shall only occur in the presence of the Owner's representative. The pumps shall not be forced to connect to the piping. Notification of pipe connections shall be provided a minimum of 48 hours in advance of the work. D. All electrical connections shall be performed in accordance with the Division 26 — Electrical sections of the Specifications. E. The pump suction and discharge piping shall be connected in accordance with the recommendations of the manufacturer and as indicated on the drawings. At no time shall the pumping units be used to support the piping or appurtenances. 3.03 FIELD TEST A. : The pumping units shall be installed in accordance with the instructions of the manufacturer and as shown on the Drawings. Installation shall include furnishing the required oil and grease for initial operation. The grades of oil and grease shall be in accordance with the manufacturer's recommendation. C. The installation shall be certified by the pump manufacturer or certified representative of the pump manufacturer capable of performing all field testing. The pump manufacturer shall provide authorization for the representative to perform the work. The pump manufacture shall provide three (3) service days for one for preliminary alignment, one for final alignment and one for performance testing. D. The pump manufacturer representative shall keep a field log of the Factory Field Service and test data. The manufacture shall perform a11 the testing unless otherwise indicated to insure warranty. Upon completion, the test data shall be turned over to the Engineer for the Owner's use. 1. � The contractor sha11 Megger the motor, confirm voltage and take no load amp draw in the presence of the pump manufacturer. The pump manufacturer shall check shaft alignment by dial indicator prior to grouting the base plate. 3. After grouting cure the pump manufacturer shall return to the site and laser align the pump and motor shafts. The laser alignment shall be conducted in conjunction with a soft foot. 4. The pump manufacturer shall establish sound dba at 5 feet from the unit at full speed at design condition in 360 degrees using 90 degree increments. Baffles shall not be used to dampen sound. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� Issue for Bid 43 21 13 - 10 Revised March 4, 2013 ' ' ' � ' , � � � LJ I� ' ' , ' ' i � ' � J � �, JI ' LJ � � i �I ' � ll � , �J , r , � � 5. The pump shall be run at full speed and at the minimum speed as will allow injection into the system, taking a minimum of four (4) readings including flow and head. The setting shall be measured against static settings for suction and discharge based on gauge location to the center line and liquid levels supplying suction to that center line. � 7. :+ Amp draw and voltage will be taken by the electrician at each point at each speed and recorded. Speed shall be confirmed by use of a speed tachometer and recorded at each point taken. Grease levels shall be confirmed in both pump and motor in board and out board bearings. 9. Vibration reading shall be recorded at each full speed test point by the pump manufacturer. These readings shall be in satisfactory range as outlined in the Hydraulic Institute Standards. Any equipment failing to meet these limits shall be corrected by the pump manufacture and the contractor. E. Training: The pump manufacture shall provide one (1) full day of operation training for the pump and motor. The training will include power point presentation on working rotating equipment, lubrication assembly and disassembly. The training shall be comprised of two (2) sessions: one class room and field. The presentation shall be provided to the owner in CD or USB memory device for their future use. TABLE 43 21 13 — A Pumps shall perform at design conditions for minimum flow at minimum and malcimum head conditions; and maximum flow design at both minimum and maximum head conditions. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 43 21 13 - 11 Revised March 4, 2013 � � TABLE 43 21 13 — B � ' ' ' ' � � Pumps shall perform at design conditions for minimum flow at minimuxn and � ma�mum head conditions; and maximum flow design at both minimum and maximum head conditions. ' ' ' � ' ' , Pumps shall perform at design conditions for minimum flow at minimum and � ma�mum head conditions; and m�imum flow design at both minimum and maximum head conditions. TABLE 43 21 13 — C END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 43 21 13 - 12 Revised March 4, 2013 , ' � �� iv� � , , � ' � ' ' i ' ' ' ' ' ' ' ' � ' ' � wma.0 n � FEMALE RESTR00 109 MALE RESTROC 108 �� i� i% ,�' / �� !�/ ///,�,!. I _ t_. � � � ' i \��__1,_�! .' . � . � . . . � rrorz: �M s rw+ n+e �ooe � cROUr �wwrs ,wu c�unc GRID i0 BE W IllGNNEM. RECORD DRAWINGS T /�. � % •� PoRCEWN PLE � CERIIIIC 711f � I I ,,) i R6111EM FLWRING �� CONCREIE OQI9FlER/SF.LLER/HPROENQi INTERIOR FINISHES LEGEND Ly 043 � NOT USFD A PffERENCE RffIECTED CFiING P1M15 FOR CF1lNC FIHSt1E5. & ROOYS N1TH GpPET AND RESILENT fL00RM1C TO REC�VE RE91JENi &SE ON WN15. � NOT USED L ROOMS WffN CEHAIAIC 71LE FLODRS SFW.L RECQYE CERAMIC H45E ON WALLS. D. PRPAOE CEWWIC ME ON WALLS, FROM FI.ppR Tp CFJIJryG, IN ROOLLS j 108. 109. I1). 114. 116. 211. AND 212. E REFERENCE� SIRUCiURAI DRAWINGS FOR LOGTON NID IYP6 OF i. HOOYS NRH CONCREIE DEH9FIER/SFHER/116RDENER i0 RECENE RESILIFM 875E ON GYPSUY BOMD WNLS. 4 09 io2 /� � �✓: crrr or c�esx�rs�, nnxme ENGINEERING DEPARTMENT ADDEN�UM 4 EJR 3/04/13 l � 1� ��P've eR. � � ISSUED FOR BID KCK 12/10/12 �.�.� �O� Cleerwater, M 33768 � REVISION R wa �^"""`"``� INTERIOR FINISHES FLOOR PLAN - FIRST o , s� ;� WATER TREATMENT PLANT N0. 2— CON'fRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION 1� _= PROCESS BUILDING INTERIOR FINISHES FLOOR PLAN — FIRST FLOOR � m41ACM1 .. NoH� i � IR R1 . � � �e ,,�, rme (eia) am-ax� SGY£: w�*. AS NoTE xanz AS NOTE � �: 043( �D^✓ ��/ � R , -��i � : � /� ��r`�_ � i ' r-;�— �� I �..._..__..--... �--� � � � � iNmir �s rnrs n�e c�rour �aurs u+o GRID i0 BE W NH �j flRPEf / / _ _ _'_ '�. . -�i ;^ ;.-1-- !�. _ PORCEIIJN 11LE c�xauc n� �� f I I� ��' � FESWEM ROOPoNG i � CONCREIE OE1bIFER/SFALER/IWi�ENER ► . •. L9 � NOT USED � NOT USFD 09 044 '0. REFERENCE RFfIECTEO CERING PthNS FOR CENNG FIWSHES. B. ROOMS WI7H GRPEf AND RESIl1EM ft00PoNG TO RECENE RESIl1FM &SE ON WN15. C. R00415 YniH CERAIAIC 70.f f100RS SWd1 RECENE CERNAC 845E ON ' WP115. 0. PR0.1DE CERAMIC Plf ON WALLS, FRON Fi00R TO CEILWG, IN R00115 � 108. 109, 113. 114. 116. 211. M1� 212. E REFERENCE SIRUCIIAiPL DRAWINGS FOR LOCA710N NID 1YPE5 OF c2�n . F. ft001A5 YAM CINlCREIE �ENSIFlER/SFNER/FIMUETIF.R TO RECQYE � �vu�rn eas� ara crasuu ea�ao wuis 4 ' GENERAL NOTES R9 � , ' � I ' ' ' ' ' II ' ' I , ' _ NORIH � �I� PLAN SECOND FLOOR R1 , V� ,� .� �«.� �� ..�, ' NeW(sG Ylmo. Sui4 F00. icmpo. Flertla 1]!O) P1�: (81]) �6-1)11 � (813) 1ae-659] f1fID BOlif: 91111�f1E0 BM SG1E: N A N A ru*. AS NOTEI �. wa ow.w« onnw� en �� UT 12 10 12 KCR xowz. AS NOTEI �. mo�n n� aEa� ar s¢r �n: �� AH .__ G1fD 044 , �I S �� I att tTllilffA YAI�FL . pMlDl PE / JJ1[I Ml[ RECORD DRAWINGS oiurx er �� ° --�— 4: ADDENDUM 4 N/A N�A O:ISSUED FOR BID . . . —sc� _ REVISION o , 6� �.�� ,t�,,,.��;,� VYATER TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION�„�,,�„�" � � CR7 OF CIFAR1fATER. P[11ItIDA �nra�nw ��10-0 �cIN�aurc nePamva+r r PROCESS BUILDING INTERIOR FINISHES FLOOR PLAN — SECOND FLOOR ioza �� 300 9. Yyrtle Aw- t � ... � Clear�nfer. !7 35768 '�# ' E . g �� '�'ATER �' ' ,�:�.,�`� :' �,�.� /� _ � � �°� � R� � AECI WlICAL �RAWINGS FOR 4ZE Of OZONE BUILDING LOINERS O O O O n: TYPES B9 FEMALE RESTR00 109 MALE RESTR00 10S I■ 0 i—T�i � EWIL 6'-0' EWIL O K1CN CENIER OF NUWON WRH CENIER �' fANCREfE PFNEL RE�FAL- � O O WINDOW O O f�'] C00 �INAIE WIIH OP ING $ � 25 � )ILING DOOR TYP 19 w�oE sm� °°°R DOOR/FRAME TAG 5_q• 6 4' �N�IG7ES IYPE OM NU1�FR ,,5,-4', .1'-4• ` 3'-0' ��-0� R= pLUYINUN WOR PND FPAIIE I I I�I • � B= HOLLOV! MEfPl OWR PHD FFAUE � � c= waoo 000a u+o rauow u�ru 6. LOUVER TAG � �NOICAiES NU4BER A1 � O O „ � WINDOW TAG Ct Cx MlDICATES NUYBER ,� —6'-�4' 6'-4� � 5-5� '-l3 0'. I l'-0' � 3'-0' � f-"'f � � � � � COILWG DOOR TAG wo�tcs rwue�a 6 h `6w 6•J � 8 O.... ...-_ o.... ...._ O.._ _..O_ ♦- AN. HOUF.ME wAiEO ASSEYBLY I wo -_ �-w 7M0 HOIM FlRE Rp7ED 7SSEYBLY � M9 •• A AI.L EXIF1tI0R DOORS, W111�OWS AN� LOUVERS TO CON7LY WRH NWII-W�E CWN1Y NO710E OF ACCEFfANCE (NdU. INSiALL ALL E%�FFIOR OOOp, WINOOW M1D LOIMR FRAMES IN ACCORDANCE WI�H WWUfACNRER'S RECOM4ENMTIONS PNO AS FEWRFD BY MNMI-WDE COUNtt NOA. CAN�RACTOR TO PRO`ADE CERIFICAIE OF NOA MPROVAL B. RFFERENCE tIFE SAFEIY PIANS FOR FIRE RqPNG REOUIflEYEMS. Q C. SEE SHEE� rW hN0 A31 FOR IYPICAL WINOOW, �OOR, COtlJNG DOOR, ANU LOUVER OETPRS. D. EXI�210R GIASS SWLLL BE 7WIED / WIINAIED IYPACT RE9STAM / MbUTATm GlASS ASSENBLIES. E. GUSS AT COHIROL ROOM M1� OFFlCE 206 SW41 BE FlRE RATED / WIIN4TE0 IAPPLT RESISfPM / INSUfAiE➢ GUSS hSSFA18L1E5. F. WRRIOR DOOR GIlSS SWHL BE CLFAR 7FAIPERE� M!D FlRE RA7fD CF.RPI/IC GIASS AT FlRE RAlEO 0.SSElIBlJES. G. DOOR FRE FUINGS PRE AS FOLLOWS: ALL t FKKIR MTEO ASSEMBl1ES TO RECENE 45 YINUIE (7ATED DOOR/WINOOW. All 2 HOUR kUE� ASSEMBUES TO RECEhE 90 MINUiE R1TE0 OOOfl/N1NOOW. IXCEYIWNS: iHE �B2' UWf75 LFPDING W10 StAR N0.1 M!D STNR N0. 2 (ON FACH FLOOR) SH4LL RECENE 1 FIOUR FlRE RUED OOORS. DOORS OFF OF WRfEDOR �106 M!D W�tIWR p207 TFNT PRE IN 1 HOUfl MTm A4QABLIES SFNLL RECQVE 20 MINUiE FNE RATED DOORS. GENERAL NOTES RECORD DRAWINGS uu�x er N/A N/A 4:ADOENDUM 4 —px� 7: ADDENDUM 1 N�A N�A O:ISSUED FOR BID —8,� 102 r+ i �✓l crrr or c�x�emt �.oxm� """"°�� ENGINEERING DEPARTIIENT � iao a ur� n.e. �� r` _ �� cka��r. n as�aa �, ��°AIER "� k�..,�" � 1'1'l l \'�. 0 �WATER TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPAt PROCESS BUILDING DOOR, WINDOW & LOUVER PLAN — FIRST FLOOR i s' �"" 047 IY� .. NOR�H - FIRST FLOOR „�j� ni �� ei� ase-ex� L kxr. AS NOTEI o^.� Y � � � �� YECHWIGL ppAWNIGS i0R SIZE OF OZONE BULLDUIG LWVERS O O O O LOUVER TYPES � r■ � ;�r.. � EW� 6'-0' EpY1 O p11CN CENIER OF MUWON MIIF{ CENIFR OF CONCJ2EfE PMlEL REVFPL- � O O OCOOBDINA� TE WIIFI OPENWG T 1• 0• 6"-4' 0 ? $ � - -__'-...- � � O � F9 19 DOOR/FRAME TAG 048 � INOICATES IYPE AN� NUYBER A PL. EXIEPoOR DOORS, WINDOWS M1D LOINFRS TO COMf'LY WIIH A= PLUMWUN DOOR PND FRNAE MIAIAI-�ADE COUMY NO110E OF ACCEPiANCE (NQ4). INSTALL ALL E%tERIOR WOR, WINOOW AN� LOWfR FRAAIFS IN ACCORWNCE WIRI B= HOLLOW AIETPL DOOR ANp FRNAE 14WUF0.CNRER'S RECOAIYEN0.4ilON5 IND AS REQINfIED BY MWAI-MDE CWNIY NOA. CONiRACiOR TO PROVIDE CERIIFlGTE OF NOA APPROVPL C= WW� DD�R MI� fqLLOW YElPL FRNAE B. REFFRENCE LIfE SeFEIY PLWS FOR FIRE MTNC REQUIRENENiS. � ' LOUVER TAG C. SEE SHEE� A70 AN� A31 fOR 7YPIGL WINDOw, DOOR, COWNG WOR. � INqCAlES M1IABER AND LOUVER OEfNLS. D. E%IFR�OR G�ASS SHNL BE TWiEU / LWINAIED II/PACT RESISTPNi / WINDOW TAG ir+suuhu cuss nsscueuES. WDICATES NUYBER E. ClASS AT CDNTROL ROOM PND OfFlCE 206 SfN11 BE FIRE W1TE0 / ' 6'-4" 6-4 L�� S-� WIINAIED IAIPACT RFSISTAN7 / INSUTAIED GU55 0.55EMBUES. 1' -0� 3'-0� � 3'-0� M F. M7ERIOfl �OOR ;,L�SS SHPL' BE C�FA.4 ICNPCRC� AN� �IRE RA?FD CF.RAMIC GIASS AT FlRE RAIE� ASSEYBl1E5. Q �� COILING DOOR TAG � I INLtlGTES NUMBER G. WOR FN2E RATINGS IRE AS FOLLOWS: ALL 1 HIX1R ItAiE� ASSEI.IBIJES TO RECEIVE 45 MINUiE RpTED ' 6 � 6 ppOR/WRIDOW. 6' fi'� � A11 2 HWR RAiED 0.55EMBLIES TO FECENE 90 MMUIF RAiED /� OOOR/WINWW. wS ��w) C� Cs EXCEPIIONS. TME �82� WORS LFADING INiO SfRIR N0.1 AHD STAIR N0. 2 O n O -�- ��UP FIRE RAIED ASSEMBLY I1�<, (ON FACH Fi00R) 514LLL RECENE 1 HWR FlRE RA7FD �OORS. WORS m �J --�- TYO HOUR FlPE M1E� ASSEYBLY OFF OF CORM�OR �106 PNU CORRIDOR j'��207 7FIAT ARE IN 1 HOUR � HINGED DOOR AND FRAME TYPES M9 SYMBOLS LEGEND 09 �� GENERAL NOTES R9 � � � v�no er. N�A .. en N�A � "��° ^�` 4: ADDEN�UM < N/A _ N� �: qpDENDUM 1 �� N/A N/A 0: ISSUED FOR BID I —&T1�— �+ d � +r%w CI'fY OF CLEAe1/ATBR, Y[.ORIDA ,yq� ENGINEERING DEPAF2TLENT r � c 100 9. 11yrUe Ave. .• � � ,' �Q� clearwster, Fl 35768 �Q � ,� �`A1ER '''��..� a�, 0 ;� WATER TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXI'AN� PROCESS BUILDING DOOR, WINDOW & LOUVER PLAN — SECOND FLOOR & LOUVER PLAN - SECOND I , 6� � » .� �: (e n¢n eoae: mxo Al2 N A �N �«„�. �: a,� �.� �„� 10-0039-UT 12 10 12 .�. � � ar � 102008 AH �n r« � �� a�%mucna� mrowxm� o. . , � � ' ' ' ' ' � ' ' NoR,� � R1 � �� ei�. �,ao ��. ' n) aee-sza� t wn. AS NOTE wmz AS NOTk i � oae} J �J ' I� u ' u � L!� , C� ' � � � � � , � � n LJ ' ' , TOP OF CONCI WNl PANEL TOP OF JOIST ^ TOP OF SU 9� 100•-0• � � � cor�re coNCra�e cor�re PMJEL�JOINT PNft JOINr PNIEL JqN1 12'-0' � 12'-0' � ENLARGED ELEVATION o a• RECORO DRAWINGS °"' N/A °""'�" n` N/A '" 4: ADDENDUM 4 N�A --N�,j� E: REVISION 1 ^' N�A N�A O:ISSUED FOR LOP OF CONCREIE WALL P�VIEL — TOP OF J06T — ^ 100'-0" �, I 21133 US 79 N. VEPoFY DWENSIONS. PftPAOFS CLFAR � WIDTH FOR PNR OF WORS. FRbYE. NW SENAH� .qiNf fROY REVFAL POINIS AS WOIG7ED IXJ It/A198. � WTtli DIYEN50NS Oi PPNEL SHOWN ON 11/AI98 NPI! FNIRY GNOPf YpIH DOWNSPOIJIS � MID SP(ASHBLOCNS. REFERENCE G1/A23 O6� HIGH X �' RECE$$EO BUIpING MORFSS. FOM i0 BE 'ARW..' CENiER TEAT HOPoZONfALLY M10 VIIi1MAL1Y BE7NfEH RMp15. CONIRACTOR TO CONFlRY FlWY 1F1R WfIH pNNFR. REVIFN IN SNW ORAWRlG SUBWRN.. � SPECIFIC RECESS BOROER EQUAL aeawErEa worri crvar�rt�o mcE OF REVEPL LINE OF ROUCH OPEWNG SFAIANT JOIM OUfSI�E FICE Oi LOWER f f �\ I E WNCREIE CONCREfE\ � CONCREIE PRNEL JqM PANEL JqNt� � PANEL JOWi 14'-0' \ 12'-0' I � � � i LJ � �µ� i \\ I 2'-0' � � � \ � I' ___' i I I \� I \ � T ____ � T� � � I I � �� -- , � , , _� , --- —�— -------------- ---- --------\ -------��—T a Mrvcr�i[ aooF � \ I ' ' \ I — -- --- -------------- ------ , , , , ,, � ` ; 1 E1".�.,,w�., ��.,,,,..,�. 11 o s' �. �� a � L t�✓l CITY OF CLCdRIlATER, FLORIDA �wr¢�'"!"�ywe�ipx'M ' w EJR 3/04/13 c�� ENGMffi2II7G DEPAFt7'YENT : ' KCK 10/16/12 � S00 9. Y�rt]e Ave. } �� ' KCK 12/10/12 '>i�� O �Ot�°�°r• �� a y . � N er wa 4'^'4.v...a+i ...mns� -. I_IIIJ OF CON PANEL � TOP OF SL 9 1 �0'-0� �• , ---- _ --- — 056 ' A SFE pRA1YNG5 D1/AI1 AND DI/A22 FOfl NORQOHpL REVEPL IOCNTI0N5. GEN '� "'�+" A11 CIVU11ll7CU CLCYP 0 8• iv o e A19A � v TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXf'ANSION �� 0-0039-UT �� 12/t0 12 PROCESS BUILDING ENLARGED ELEVATIONS �"'iozooe �'" i .ovnoim roR _. �� cauaucna� ' ' ' OTES � R9 ' �- CHWFERED E�GE OF REVFAL � LINE OF NOUGM OPENING ' � SFAUM JOINT � OUISI�E FACE Of WINDOW FRAAIE �- cwwrcRCO cocc ' OF REVE+L ' ___________ r �_ _ O O � , � O � �C �00 � o� > ■ � 0 i o� � ` , ° oo ' ; ' ' � I _____'__"_'_ _' � , I R1 � �� ' . �ao. rw��: rw.�ao �»o� � Fm: (Bt]) ]26 &58) � .�n*. AS NOTED �nez. AS NOTED � �: ' 056 �, � Ji'� --- �� ' ' , ' , ' �u � � � , , � ' � � ' ' ' t Jf' o ruVa�rzrn sr� Fae �� 065 HOPo20MIL A&A1BkR$. �yp�',y, �6 A RFFERENCE SiPUCSUql1 DAqWINGS FOF OiHER STAIR klFORMATION. I J�' 0 GLLVMU2E0 $fEF1 - t X�' o GALYANIZED SIEEL fOR �� 1 J�' o G4LVAWZFD SIEEL FOR 7 )f' � f11VIN�D SfQi FOR HORIZONUL YEA6Ef6. IYPA'IL 3/1' � C4LVAN2ED 51FEL PICKf1 HIXdZONTPi MEMBERS, IYPIGIL hqRIZON�AL YELLBERS, SYPM.AL �� AT 4' ON CENIFR, TYpICj1 �/4� f CJdVNNZE� SfEEL PNXEf 1%i� 0 G4LVWUZFD SiEE1 3/4' � GLLVANIIZED S�EEL PICKEf WWDRAL. I1PIp�L AT 4' ON CENIER� IYPICPI A1 4' ON CEN/ER, IYPMII 1 7�� 0 GRLVANIZFD $IEEL 3/4' 0 GLLVANZEp SIEEL PICKE( I J�' � f/�LVNYZFD SSfF1 1 yi i GDLVNIIZm SIEEL _ SQ�Y-0RD ON �FN�FR.TIVPIGL CdLW�RAIL POSf AT INXIYUM AT 4' ON CENIER. 1YPICAL GUARORNL POSf AT A4WMIRA 5'-0' ON CEN7FR, 7YPICAL S'-0' ON CENIER, IYPIG�I i TOP OF SRdNGER 2' IEpYf TOP 1 1f� � GLLVANRm StEEL Oi SiNR NOSING, 1YPM.4 GUNi�RNL POSf AT WV(NNHI 5'-0' ON CFNTER, IYPIGL ' � TOP OF SLAB �� Fl� �� 1. TOP OF SLAB ! c • �i ° r � 114'-0' ...�. ...,. ... :. PAN IREAD .. . `" _s__ y 714'-0' y __ Wf. REFFAQICE 3 TOE PUiE, I�FIIiENCE 51RUC111RhL DRANiNGS TOE PUiE, f�fEftENCE srt+ucruwu. oaawrxs stauctuRU oanvntres uc stkwcER REFFRENCE Wf. REfERENCE SIRUCNRAL MWNiNGS � Wf. REFERENCE SIRIICNFAI DRAIYNGS CONCREIE FlLLED NETPL SIRUC�URAI OIUWINGS PAN it7FA�S � �� SIEEL NBE, REFERENCE SfRUCNRAL ORAWWGS S1RlN:NRhL ORAWWGS GUARDRAIL DETAIL F9 GUARDRAIL DETAIL 19 STAIR DETAIL L9 GUARDRAIL DETAIL 09 GENERAL NOTES R9 o� z' o� z' o� z• o� z• Q4'-0' QFAR 11 1RFpD5 AT tl' = tp'-1' S'-6' � YIItIFY IN FlFJD fW10RNL � �,_�,. �._o. �, wwowv� � - — � � 1 cunRaa� A26 '. b '.__. ..____._: . (t00F ACC � 1 0 lpDpEp � l.�� 30'`X IB' MFA 10'-0' '. � Q OF REFiM,E 1 � �-:�- ___'___"'____"'_— ____"_"_"'____"'_'_'_"____ ;�:�" ________' NORTH _ �6 STAIR N0. 2- SECOND FLOOR R5 ,• — . ° 8' s � � � � i � 17 1RFM5 AT i1' � 11''it' ' �i� - ' � �--- � � t -ii' � _; -� J - A � r 0' NA%IYU ,� L9 i - - A26 A � � 1REM5 Ntll WUING � � •: � �. ...-.... . . � �.�_. �':. i GWRDfWI ' 19 � .: � �` f � -- ------- ---------- � A26 � �---- CWRDANL 4 M t rw+otwi � LOCATqN OF qURORIIL POS7S, � � - /�6 UP � �� - N � � �, •,' ; ♦��• t• 1•_tl• � �� 1'-0' . - - - H41DRVl � _ _ 09 A26 11 7RFAD5 A7 11' = 1p•-1• 4'-0' CIfM � NORTH NURtH MEZZANINE STAIR - SECOND FLOOR G1 STAIR N0.2 - SECTION M1 STAIR N0. 2- FIRST FLOOR R� o s' o s� o e, � ,.� �... �,..�, �... �...e. .,d.,� �. �,.. �. rd„ :,�a �.,�, - . - . rk (sial me-mi r� (eu�§ee-ese> RECORD DRAWINGS .+ _ .,��"`9.,E � WATER TREATMENT PLA]1T N0. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION �� cw�rw A28 N A N A r AS NOTED � snr.�m er p�p °""""* N/A ,\ �l CI7Y OF C(EAR1fATER, FfOR[DA MM+6T c�wm�nax � ��10-0038-UT �� 2� SO 12 �� KCK �. AS NOTED � mc� er� 4: ADDEN�UM 4 E1R J/04/13 c3 ENGINEERING DEPARTl1ENT . � ,� xn: ocwm ar. aca� n: sm w: N/" — N�� E: REVISION 1 KCK 10/i6/12 �, =� lao s r,.ue •�. r � PROCESS BUILDING STAIR PLANS, SECTIONS AND DETAIIS �ozooe ,� c�n os5 KCK 12 10 12 '� � Closrwetan FI 33758 uwmm rv __.!�l�w'�!/ -�l' ��,� `.._7 �.+�wo.Fn er. N�A N�A 0: ISSUED FOR BID I I �'� �,� y�, •� �� °j .- y�\� CO°'�0°" v�, �� o REVISION �+ wu '�Q""'� M� ns � ssrn ah —��— �/ u u 3 0 U a° � a � a N M O \ M O � N � � & I O 0 0 ,�° sm.cr[n ew o �cMm er. N � ...� .,, a .� er N�A N/A N� �; REVISION 1 N/A N/A O:ISSUED FO � REVISION FOUNDATION PLAN ,i4-a,•-o- �� +�% CR'Y OF CLEAR1fATER, FLORIDA � � e� w E7IIGINEERING DEPARI'A[ENT � � 10o s. ryrue nae. > G ��4� c�ae�cen in ss�sa '�t.s •� �`"q/ER P' '��.�.,,� 089 , GENERAL NOTES: 1. SEE SHEET 5101 FOR GENERAL NOTES, SEE N SERIES �5700" FOR STANDARD DEfAILS. , 2. TOC SLAB ELEVAl10N SHOWN AS 100�-0� EQUATES TO TRUE SITE ELEVATION AS 51.50� SPECIFIED ON THE CIVIL DRAWINGS. FOOTINGS, SIABS, STEEL, WALLS. ETC ARE REFERRED TO AS (+) OR (-) FROM e�EVnnoN ioo'—o' (ie roc (+�:—.�. , 3. (•) INDICATES DIMENSION/REM TO BE VERIFIED BY CONTRACTOR PRIOR TO FABRICAT:ON AND/GR CONSiRUCTION. <� REFER TO DRAWINGS OF OTHER DISCIPLINES, EQUIPMENT SUPPLIERS. FOR LOCATIONS AND DIMENSIONS OF OPENINGS, DEPRESSIONS, AND EQUIPMENT. ��C `� R �BF �� • �;;,,�eexsF•.9 � ; 1�Q1�yul,l�� • =+; 3l 4+1 l3 .`• • % -o ; STPTE OF ��C` iO,(.'• ,'�COR�OF.� \�1�'`\� � �cs •........ 6 � x� a^• �PATER TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSLS PLANT SITE EXPANSION � aniriu,"'i"hriun0°-a+v a'�'�ni �aa BULK CHEMICAL STORAGE FOUNDATION PLAN ' ' KEY NOTES: ' O2'-0" x 2'-0" z 1'-6' DEEP SUMP. O2 TOC TANK PE�ESiAL E TION (+)1�-6�. O TOC PUMP PAD ELEVAiION (+)1'-0'. ' m na: 1020i � ,� ' � ' II ' I ' � ' ' � I ' ' i T T�'7 Xurtlnaln�InFYic �= ]]OYKIMtlM1On8n4l�b2M ' � T�nW.FLlyO) �� ar � N A N A w�*. AS NOTED ' w� e' T1o/12 xes �z as xo� acaan ar. a�r xa: 11T 7G OB9 ' ' i3 wucx, vs � .urn / , (6)-y�4 COM CONT 1 1/2� ALUM GRTG CONT 1 1/Y ALUA1 GRTG ALONG PAD PERIM (NOTCH AROUND COL (NOTCH AROUND COL TpC (SEE PiAN) BP's AS REQ'D) BP's AS REQ'D) T� TOC CURB TOC CURB � , EL (+)6" � EL. (+)6' EL. (+)6" FIN GRADE / �\��\�'.,\\��\��\ //T� 6 SEE SECTION 'A' �j5012' O A11D-THK �� 6 �5012• % 5103 ' (PROVIDE 90' END �5012' W/90' S103 �{SA�Z•,N�9a. HOOKS Q SUMP AS BOTTOM END HOOKS CONT WS BOTTOM END HOOKS SHCWN) TOC FfG/SLAB TOC FfG/SLAB EL. (-)3'-6" CONT WS 7OC p7G/SIAB EL (-)3�-6� (-)2'-6' O (SIIA) EL (-)3'-6" 0 0 ' I .� � o " ° ' � I I ' i�� // � o � i� ., / ��v�\ � 6" t'-0' �5012" i � / / � �/ //� j //�� ^ �5012' (BEND �� .�j� �\ .. -� .\ �\ �\/�� . ' 0.5 SHOWN) 1�-0 Z•-�• 8• Z•-0• 1�-0• SECTION A SECTION a ��Z•=r_o• s2i i�2-=��_o• szi ' , i ' 3 O � N h O� ' n m O % a / y v z z Y � ' 3 C'�� 9n DOUBLE NUTS / Z'� ti BP 5/8" 1O � a Z �n � , = TOC CURB � EL. (+)6" � a _ 9• _ FIN GRADE �� i � � �4 CLOSED T1E � "� WF12 COL & SETS O 12' OC 5/8"0 SST BOLTS � fl45E PLATE � � � �� ' a NUT ON iHREADS qpp'L PE S�� 1/a FLG HORIZ WALL REINF �� TACK WELDED SETS �� N o � 1/4 - -_ _ ___ ' m �4 CIOSED T1E _ _ _ _ O � � � r� —_— SETS O 12' OC � ' � \ n i- i — � BP 5/B'z14�xi'-2' � �E�_ J�} _ ' �5 VERTS CONT WS RODS)-5/80 SST � � O7 WF12x18.3 COL ( � 1 CTR"D ON BP ( (8)-NS VERTS y TOC FfG/SLAB � � W/90' BOTT END 3 EL (-)3'-6' HOOKS ' __ _��_ ____�_ _ Z 3. 3. x 1'-6' U , C � � �� Q I �. �. � a � � p1A�l PIER REINFORCING i (4)-�5 EW� � EQ A , ¢ SPS (BEND AS Z'-6' SOUARE ` � SHOWN) FOR REINF DETAIL - sECnoN , � scn�: , •_, •-a• sz, _ � � _ r �I ' ' � o w er � o RECORD ORAWINGS �' 9RYF1ED °Y N/A N/A �� •C�l CITY OP CLEARIIATE2 FLORiDA ci~ � °' �`� 81 ENGINEERING DEPARTl�NNT ART! N/A N_ ��_ 1: REVISION 1 WM 03/04/13 r� < f00 9. YyrtJe Ave. i . td 1 c"1PRp"D �" N�A N�A 0: ISSUED FOR BID WM 12/10/12 9,p„� �p� Clear�nter. Fl 93758 �� ,,, a° �� REVISION m un -�5012' BOTT (BEND AS SHOWN) � SEE PLAN SECTION o ��Z•-i�_a^ szi 1 CONT 1 1/2' ALUM GRTG � ��5 DWLS O 72' W/90' END HOOKS ALONG PAD PERIAI � �FOR REINF BEAM REACTION 4KIP SHEAR UNFACTORED WB OR CB \ (COPE BOTT FLG) � TOC WALI i� � (2)-S5T L4z4x1/4 CLIP ANGLES W/(4)-5/8'0 SST MECHANICAL ANCHORS W/3 1/2' MIN EMBED ``�� `G R U@F� i�. ��- EN E-.., DETAIL z ; �� 4 �_ scaF: i •=r-o• - s�4�� 't= �.,• S7aTE OF j �¢ � 0,�,• .�Z pp�OP;r d�'' � i�FSS�.^ ...ENG`�� "' �' �'°° VIATER TREATMENT PLANT N0. 2- CONTRACT 4: REVERSE OSMOSIS PLAN'►' SI1'E EXPANSION �� ` mmiuh a wn'�ou n'µa� ma ' camncr rw: 10-00: BULK CHEMICAL STORAGE SECTIONS & DETAIIS �°"'iozo� �� C 092 CENER4L NOTES: 1. SEE SHEET 521 FOR ADDRIONAL NOTES. KEY NOTES: OSEE SPECIFlCATION 099100 FOR DISSIMILAR MATERIALS COA7ING RE�UIREMENTS. T � �we+q�rak mx a w.wana. ei.4 �rr m i iJ�♦ r�s.s�3sr i � � N A N A .vr. AS NOTED�: !10 12 �w 1f1[ nam. AS NOTED � �., �� ]G 092 ��— � 3`=�3 auni. rs 1 urn aa a° T 0 � n `o K a° J mv�a GIPHQ s �unas ca+oin. - tY a0c i0 oFID n1,ECiqN NF11 - lY ROC FROY RO WIP N0. 2 SODIUY NYPOtl1Lqtl1E N�EC7pN � �SgtlBLY M MANFIOLE SFE OETAL E e• noc rnau xo wmi s+en vrw 3' PLUG VALY[ 8' PWG YA�yE "'8�_�Il�. 6' lEE • - -- � �------- - — ----- -°—' -------- -------�---- ----------------�°- Y SApITMY N E' $AMTARY N — ___"'___"_'__'__'_"�__'.==_"r"__�'___'__':_".:_____"____z"'_'_______________�.___' __._"'�_ _____ '_"_"�_ ____ � 4' BWW fR04 PIAP SfAiION 4 / �� ..�...�... ... _ ... __ ... J�. . _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ . - 76' NOC CON57RUCT (I) 6'aE'�" /� -i � i �- RF]IfOR� WNCtiEIE PADS /a\ � 20' NO PENIEAIE _'__'_F 7 1-//Y OIS OOUBIF � cw�.�o J C � 1qg BB � 5/t' O2C, WuBtE ' canr,wm ro � � � { OZONE CIMt L � J � I n i � '� 1-3/1� POTABLE � i i w�me urc �na i � �', ,ur+cnoN ; ; i — � _ i C � ) iRaMi � I __ FlLTitA 1 '-' 5' ,.. ��ee \ � O � wamanr+c xeu.s (er on�\ / cn�m�h sTrn� r,w� o�s OR W � � MFIl qSVOSAL PUIP PAD (NIURE) ' 1L 40E�AY INJECTION �� OZ01lE D61RUCt UIIIA 7-' S�E5IFEHI N.ECllql �OZONE OIS4FAll(tll ai,uave oESrRUCT uNis � PROPOSED i.5A1G CONCENIRA7E/ I Fll7ER BACKWASH STORAGE TANK �� OZONE 0159PATIp1 , CMAIH7t \ m""snt � wurs \ a�ux,u oeuwrr/uwiraaNC vwarc maa �(.or ai maa ro u�rw rnavogn cRnoc. T� r�noR sarm ro�a+ ax+cnary *w) 6' BMN iRW PU1P STATIOI BIFID►N; � PROPOSED 2.SMG FlNISHED WAiER STORAGE TANK --\ �� I I`- �� Mr16' RFDUCER. � �� L_J 18' GAIE VAL�E �-' 1___________ ____________________________ _ ___ ____ ____ ___________________E__________ ____ � _ _ _ _ _______________ ____ _' _ _____ ___________________ ___— _— — — — — — — — — — — -I3' BDU M �ERTICA� ZO' � _" 'i '__"' _ ___ _ �i � GAIEV/�LYE_'_'_' ' _"____"__"'__' "'_ ""' ___ \ _�� ' �" _' ' _""_'__"" _" - . . . . _ . . . . . _ . •_ ___ ____ ____ _ _ __ _ ___ � -��. z-�- =- - ----g=-�==a--�==_-'-- - `- -------�t�-�= 1 = g - --- a==: SOqUM NYPOtlILORIIE k W YONIOR PVN(' MO 500NN HYPOCHLOPoTE R CAUSIIC SQL710N GIPMG M 2�' POLIOfiAIN 1f�NRipt1ER 1fiENGl1 ptAN (TOP Of 7RQlQ1 Rl YA701 PROPOSEU AtAOE. 7YP) �o'� n�rzn e�acwww vuw suna EXISTINC 70' i1N191E0 WATER 0 ios e Graphic Scale in Feet 0 20' 40� i�y�: J� Cp1WNCA710N5 WIWIRT i i i�i I �i� , ' I6' SWITIRY fY [� � j � i -aa�aa�}i� I � k !� I � I ' il4 LI � � i �- J �� q ___-____ _ __-____ N �W {In ry..�--------'---_"__-_"_-"'_____"___-____'_"�-�bq ---- --; -_.--- --�_ -`--\------ `aw�==== =_______°-`-`-"-"'-"°`----____� � �x kF ---------�_ ` �; � � ti' _ _ \ "__'__"____'__'____':'____:__"'___"__"'_"=a� SS \ �.� : � � \ CONSIRUCTOH a� i. , � � r�aa r caour V� f � aa \ ' �1 � \ I i � �' � � �� \ i � �� una aF \ \ x _ COMSII:VCMMI '\ / \ FOfi 8' SAN i11 / � \ / �`� � ,uR .ass rc � iz \ � � �I J * \ / CONNECT TO PIPING NC? IN CONTR�Ci, � � �1 `1 1 J FOF CONTI�ATION REFERENCE � 1 'WATFR TFEAiMEVT PLANT Ntl 2 CONiRA�T /I: '� 7C TEE�(2�� x I r� RAW WATER iRMI5MIS510N MNN U519 CADSSING PROJECn , JIY�24' lEDUG4R � � ( i I � � I _'__' -' � ! } � � EXISTI'�G �NG FN�SHEI; , � I � � 'iiA-=i S-iF.Ai,� T!1VK ' I j %� � _ � � I i % �� 1 i � / / / �' .', — ---� I � i�� I /�� ; � �, Ex�S.�a� � � I . 11 � FPE51� W�.,L C. 6 / I � �c/_ I�i �` \\ FJUSfHG FAF91 MW WA1ER / I /\ \\`� \ \� PIPNG TO BE REIIOVFD x . � ' ' ,' � �`,�� earacT ro css� rhu ra. �e asauecE i j s� — / .,� � � vANC (sg oR.�wr+c Fxou �w�m� muno�. � \ � sg oerw H � PLANT N0. 2- CONIRACT ;1: fE1qlE Y1Et1. \ 91EET Pl6l EJOSf. 2fY p51iiIBUPQ/ � FAOUlES El�AN40N R20ECn / ` x . PIPING 10 6E RUG� / \ 1l i ` I WI75 OF ,vn.x cansmxnor� � � � I axsmucnan - — — � . . f �/Yf«1#+Y fOR BRAp091 0.AW � ' , \ � i N'ATER ND RO . . , . �, � � • \ x - CONCENiRATE ___"_"_'_"__"' {,• ..- I � - ' �� '______'____ ��r � � --` .... - -� s _ _ _ ___ _ � —___ � Ty fU4 _________ _____ __-� `__ ____— ___________ _y . i�. . — . . — C � — . CJ1l6YE ' ' " _ _ � _r__ ____ _ ___'_______F_ ___�`f_' _ .. — . — .. — . _ ' t .�. � -----------------------------�----- -------------- � watm elewlion 972�1�4T46 --_----�-- N/A N/A —331�- 4: N/A N/A � �— �o- r,wu sxna / I m r...�..r.�..� . ______________'_—____m._'____ rI____- L iaa: �. a.�.i raa. : u'�; � � � ., �, � �� CI7Y OF CISARIlATER. FIAWUA A; D7ATEOF �7" ENGINEIIiING DEPARTI�NT �Q��'.. 4 RLL 3/4/13 � 100 S. llyrtle Ave. � �F �� _!:� ' BID RLL 12/10/12 Cber.abr. fl 3975E ; ��/ � � E REVISION °`T � � �� nam� v. � ___--__-_______ CROC SEE OETNI C 7Y BRM s+¢T vroa I rxau no wm Exisilwc 2a' FW CONNECi TO P'�PII:G (NOT IN CONTRACt. I FIX2 CJNiINUAl10N ItEfERENCE 'WAIER 1REnTMENT oL�NT N0. 2 �ONTRnC' M2� I RAW WAiER iRAN5MI5510N MnIN US19 CROSSINC PROJE�T) I WATER TREATMENT PLANT N0. 2- CONTRACT 4: REVERSE OSYOSLS PLANT S11'E EXPANSION YARD PIPING PLAN - EAST � N07E: CAP WTPt BACKWASH LINE AT TERMINATION. FOR RO CONCENTRAlE, BRAp(ISH AND SANITARY, CONNECT TO INSTALLm PIPE OR TERMINAIE PIPE AND CAP IF PIPE BY OTHFRS IS NOi INSTALLED. � REISS ENGINEERING, INC. v�..wawc - xsa - wHSmurna 101E �II�G YWS Ff, YMP 5 OICi R 3iN! �� N/A �� N A wi.. AS NOTED �� 6 -is z Z ¢ b M HERNET:P J '.1 i0 �.�P... 2 TO _�P- z ro �cv-� TRANSFER PUMPS VFD CONTROL SCHEMATIC (VARIES W/ MANF.) HIGH SE��ICE PUM�S 1 ❑ DEVICE LOCATEp NEAR MCTGR � DEVICE LOCATE� iN 4CC M lVl ��i�U-iGVV HSP PUMPS VFD CONTROL SCHEMATIC (VARIES W/ MPNF.) HIGH SERVICE PUA/PS 2& 3 ❑ DEVICE LOC/+'ED NEAR MOTOR p DEVICE LOCATE� IN 1ACC — E*HEPVET IP 23V T IJ O 61Gi0R t00HP & AdOVE T TRt TO LCP-I C-- T '32 TG LCP-1 b___� DRAWINGS . ox.w e.: N�A '�f, C1TY OF CLEAFt11ATSR PIARIDA �— N/A ENGWEERING DEPARTNENT . �-- —�-- 4: ADDENDUM 4 RLL 3/6/13 �� l00 S. Yyrlle Ave. N A 0: ISSUED FOR BID RLL 12/10/12 F,9jr_ � Cbsrwater. Fl 93750 � �v.�ym— —� REVISION rr wi �'��1 db'/d! FILTER —�� --0/YVV\p--b N� —��-b CPi�J480-120V R1 ❑ N A ��r XOO �� - -OXO R� E?HERNET I� 00X °� � XCO � O Z4� a M M �M -� R GN E-:�. T1 4T1 TG '�CP-1 �— M �. Rl R=-i0 LCP-'. � O- OF� T�=22 ?0 LCP-'. MSF o--- MO'OR MIGH TEN?. CIP PUMP VFD CONTROL SCHEMATIC (VARIES W� MANF.} ❑ DEVICE LOCATED NEaR AAOTOR p DEViCE LOCATED IN MCC t,r ��4b'J-ILU:' -- ETHERNET IP _ 2AV 1T M G IAO'�R tCOHG & ABC`:E ��'0 �CP-t � '0 �cP-+ M 189 HPP PUMPS VFD CONTROL SCHEMATIC (VARIES W/ IAANF.) -IICH �RESSU�E PUMpj 1, [ & 3 ❑ DFVICE LOCPTCD NEAR MOTOR Q . _. " _... .... .r.r Alr� EMf CONSULTING SPECIALTIES, INC. s�x nrrtx sn iaa wwvxo. naa �i.x wr. �an eoak aw�neo er. sc.�: 1�ATER TREAi'MENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSLS PLANT $ITE EXPANSION � N A N A �. ns NoTe cwnucr xoa wa uure ww er 10-0039—UT—D 12 10 12 � RLL wez pS NOTE MCC CONTROL DIAGRAMS '°°"°`iozooa _°°°"°� x "`��' wcH �"T"°- iae HOT WATER RECIR. HOT WATER SUPPLY THERMOMETER (TP.) — THERMOSTAT!C MIXING VALVE DI-ELECTRIC UNION (7YP.) — 7EMPERATURE AND PRESSURE RELIEF VALVE — iEMPERATURE AND PRESSURE RELIEF DISCHARGE WATER HEATER DRAIN VALVE PAN DRAIN — CHECK VALVE CHECK VALVE COLD wATER —SUPPL7 SHUT-OFF VALVE ( TYP. ) V E%PANSIGN TANK � DRAIN PAN NOTES: 1. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINA7E OVER A SUITABLE LOCa7ED INDIRECi wASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERICR OF THE BUiLDING AND �ERMINATE NO LESS THAN 6 INCHES OR MORE THAN 24 INCHES ABOVE GRADE. 2. THE DISCHARGE FROM 7HE T&P RELIEF VALVE SHALL BE PIPED FULL SIZE SEPERA?EL� TO THE OUTSIDE Of� THE BUILDMG OR AN INDIRLCI WASTE RECEPTOR SC THAT ANY DISCHARGE CAN CAUSE NO PERSONAI INJURY OR PROPERTY DAMAGE AND CAN BE REDIL" OBSERVED BY THE BNLDING OCCUPANTS. IN NO CASE SHALL THE DiSCHARGE FROM A RELIEF VALVE BE TRAPPED. � ELFCTRIC WATER HFATER DETAIL •1' THREADED C0. PLUG ADJUSTABLE COLLAR FINISH F�ooR CLEAN—OUT DETAIL ¢ a° ¢° 7 � ¢ S z � � � s N O N 90' BEND (SCHED 80 PYC TND) � 71/4' CA7E VALVE (iHD) 11/4' TYPE 316 SSi QUICK CONNECT BODY 'aF' SERIES BY SWAGELOK, WRH MALE NPf THD � 11/4" RISER PIPE (SCHED 80 PVC) 316 SST U-BOLT, TWO PLACES 2�-0� % 2'-0' % 6" THICK CONCRE7E PAD REOUIRED, IF NOT IN SLAB 3/8" C�ROME PLAtED SUPPLY, McGUIRE OR EOUA�. TRAF PRIMER FITTiNG- IXTURc STOP FINISHED F100R� I �' " TRAP �°"��P �:^.6 �M?H SLOPE TJ FLOOR DRAIN. FLOOR DRAIN NO7E THiS DE7All AP°LICABLE FOR RESEALiNG OF ALL 701LE7 ROOM FLOOR DRAINS. FLOOR DRAINS SHALL BE RESEALEC BY MEANS OF A TRAP PRIMER VALVE (aS SPEQFlEDI INSTALLED IN THE C.W. SUPPLY LINE OF THE NEAREST 6"MIN. SINK AND SLOPED TO THE FLOOR DRAIN. VALVE MUS1 BE ACCESSIBLE FOR INSPFCTION AND REPAIR. 1 PROVIDE ESCUTCHECNS AS SHOWN. � r- 4"DEEP SEA� OFFICE ,AREA TRAP SEA� PRIMER -' 3/8' X 4' 316 55T WFDGE ANCFIOR (TP OF 4) ��:�i � tie +ci.�' i � � W� MOUNTED �•�;'� I I Y � FIN� 2" SCHED 40 ��4 (T�"P) AL PIPE—� WELDED AL CAP�� I � I � y •� I I POST MOUME� I I Ct FOR POST MOUNT SO' �- 24�__i ��5 �� o CONC BOLT G FOR - � _ _ ` WALL AZOUNT �� 7 _ —_ � sxsx,/a- i.s' (n'P) u ai �� 5• RAD=24' ��q• 3/4' TP ��8. 3/8' X 4' 376 S57 WEDGE ANCHOR NO7E5: �"P OF 4) 3/4' ttP 1. FABRICATE UNIT FROM 7/4° 6061-T6 AL ALLOY PLATE HOSE RACK — WAL� & POST MOUNTED 11/4' 9P BENO (THD) 11/4' GrUE VALVE (iH0) 11/{' TYPE 316 SSf OUIC\ CONNECT BODY 'OF' SERIES BY SWAGELOK, WRH MALE NPT THD 3" % 4' AL CHANNEL PENETRATION � STIfFENER SEE DEfAII 1/4' � l'X10'X1/4' Al PL �MOUNTED W/FOUR 3/e'%4' 316 SS7 WEDGE ANCHORS. USE DOUBLE 5'fRAP NOZZLE END: BRASS MALE F105E BARB SPDOLE FOR DI OR PVC (N�SH 7HD). MEfAL HOSE SHUT-OFF OR TIiREA�-O-LEf �K�E. AND BRA55 PWN HOSE NORLE WELDED TO SlEEL PIPE (NLL FITTINGS AS AIANUFACTURED BV URGER THAN 3" DW. USE NMZON HOSE g RUBBER CO., OR EOUAL). TEE FOR J' AND SIMLLER SUPPLY END: 11/4' 318 SST TUBE CONNECTION S7EM, SERIES �Qf' AS MAIN HEADER - SEE PtANS A4INUFACTURED BY SWAGELOK, OR EOUAL. FOR SRE AND lMTERWLS HOSE VALVE — POST—MOUNTED .. CPfY OF Cl]CAR1fAT6R. P7ARmA � EHGWEHiINC DEPARTYENT < WCH 3/4/13 �. � 100 & llyrtle Aw. BID RLL 12/10/12 ��' � �� REVISION �v wic � � CONCREfE OR CMU WALL 11/4' SCHED 80 PVC - PW SUPPLY � o I a. � FIN FL OR FlN GR a _ PROVIOE HOSE RACK, SEE DEfAIL PROVIDE 50' LONG, 17/4' DIA (0.47 LB/LF) ABRASION AND WF�ITFIER RESIS�ANT EPOM RED COVER RAYON BRAIDED HOSE, AS MANUFACTUREU B7 HMZON HOSE k RUBBER CO., OR EOUAL. WITH 7HE FOLLOWING 11/4" FRTINGS: NOZZLE EN�: BRASS MAIE F�OSE BARB (NPSH THD), METAL HOSE SHUT-OFF �AL�E. AND BRA55 PWN MOSE NOZZLE (ALL F11iINC5 AS MANUFACTUREO BY AMAZON HOSE k RU88ER CO., OR EOUAL). SUPPLY END: 11�4� 316 SSf TUBE CONNECTION STEM. SERIES 'OF' AS 1MNUFACTURED BY SWAGELAK. OR EOUAL HOSC VALVE — WALL—MOUNTED COVER SECURED WITH SCREWS JOSAM 58630 THREADED BRCNZE CO PLUG FINISH GRADE FACE OF waLL 12"a1Yx4' OIA CONCRETE PAD FLUSH W/FINISH GRACE SLIP JOINT STAiNLESS STEEI COVER SCREWED TO THREADED C0. PLUG X RI R PAVEMENT AREAS PROVIDE A TRAFFIC BOX PER BROOKS FOR CO LOCATED IN VEHICUTAR TRAFFIC FLUSH C�EAN—OUT WALL C'�_EAN—OUT 170 � PLUMBING FIXTURE SCHEDULE I rtEM NO.I ITEM DESCRIPTION I WATER CLOSEi KOHLER WELL WORTH, K-440fi, VITREOUS CHINA ELONGGATED BOWL, WNI7E BOLT CAPS. I WC-1 i HANDiC1P ELECTRONIC FLUSHOMETER, K-10673, ADA WA% RING. C? ESCUTCHEONS , fLUSH VALVE �k_. WALL MOUNTED �URN MCDEL Z5798, VI7REOUS CHINA. WALL HANCER BRACKETS, FLANGE DRAIN, BAiiERY SENSOR I ONE PINT LAVATORY AMERICAN STANDARD LUCERINE 4" CENTERS ADA, WHITE WHEELCHAIR LAVATGRY, a" CENTF.RS i L-1 I b9TRE0U5 CHINA, EC-3103 T&S ELECTRONIC FAUCE7, PROFLO PFHG� GRID �RAIN, CP P-TRAP, WALL MOUNiED CP FI%TCRE STOPS & RISER TUBES, CP ESCUTCHEON. PROFLO PF203WN DRAiN COVER. AMERICAN STANDARD SAVONA 4" CENiERS VITREOUS CHINA SELF RIMMING, EC-3103 T&S IL-2 LAVATCRY ELECTRONiC FAOCET, CP GRID DRAIN, CP P-TRAP, CP FIXTURE STOPS & RISERS, C? ESCUiCHECN AND 3/B" rFROME PLA?ED BRASS ANGLE STOPS. SYMMONS 5-9�01 PRESSURE BALANCE MIXING VALVE WITF INTECRAL STOPS, SN-'� I SHOriER SHOWER HEAD WITN 1.5 GPM LOW FLOW CONTP.OI. PCIISHEJ CHROME � S?RAWER PLOOR DRAIN, SHOWER PAN LINER � IMB-i i M^P BASIN FIAT-M58-3624 MOLGED STONE, //830-AA SERVICE FAUCET, g832-AP. HOSE AND BRACKET, jj145?-BB STRAMER, p889-CC MOP HANGFR, WALL GUARD, VINYL BUMPERGUARD I ELKAY LRAD3722 DOUBLE BOWL SWK STAINLE55 STEEL SINK, DEITA 40GHDF-DS7 KS-1 KITCHEN SINK SPRAVER, �K.,'35 STRAINER, AND CHR6ME P-TRAP, 3%8� CP BRASS ANGLE STCP I I EWC-1 F.LFCTRIC ELKAY EZH2O W/BOTTLE FILLING STATION, 8.0 GPH OF 50'F, ADA COMPLIANT, � WATEP. COOLEft 120VAC, 31-LEVEL, MODEL L25TL8WSLK, CP P-TRAP US-1 UTILiTV FIAT L-1 wALL MTU, 20"x17"x13" TUB SINK, STEE� BRACKEIS CHROInE PLATTED SWK FAUCE' & S70PS i PLUMBING E�UIPMENT SCHEDULE �rtEw NO.�' ITEM DESCRIPTION FD-1 FLOOR DRAIN ��OSAM 3C000-A COATE� CAST IRON FLOCR DRAIN WITH NICKEL BRONZE ROOND I TRACTOR STRAINER, TRAP PRIMER CONNECTION. JOSAM 56670 SERIES COATED CA51 IRON CLEANOUT, ROUND NICKEL-BRONZE FCO FLOOR CLEaNOUT ADJUSTABLE 70P, GASKETED COVEP., BRONZE PLUG TOP TO MA7CH FLOOR FINISH. WCO WALL CLEANOUT �OSAM 58890 SERIES BRONZE PLUG AND STAINLESS STEEL ACCESS PLFiE. PROVIDE LINE TEE FOR WSTALLATION OF WALL CLEANOUT. TP TRAP PRIMER JOSAM 88600 TRAP PRIMER. PROViDE FOR EACH FLOOR DRAIN SHOWN WIiH PRIMcR CONNECT!ON. I WH WAL� HYDRANT ZURN Z1330, AUTO DRAINMC, FREEZE PROOF. STAINLE55 STEEL BOX,INTEGRAL BACKFLOW PREVENTER, ANTI-SIPHON ECO EXTERIOR PROViDE CLEANOUT AS DETAILED W FCO ABOVE. ENCASE IN CONCRE7E CLEANOUT PAD AT FINISHED GRADE, SEE DETAiL. EWH ELECTRIC AO SMITH PRO-MAX, BO GALLON, TEN YEAR, ELECi(iIC WATER HEATER, WATER HEATER ENERGY STAR. LOW WA7T DENSITY ELEMENTS, THERMOSTATIC MI%ING VALVE, 4.5 KW, 208V,1m � 75° TRAP PRIMER ZURN Z1022 AUTOMATIC, CP, 1/2° RP RECIR. PUMP GROUNDFOS SERIES UP, 120VAC WITH TIME CLOCK ,NHA HAMAAER pROFLO PFSC750 ARRESTOR HB 5�� 3/4" NPT, TEE HANDLE. VACUUM BREAKER, CHICAGO FFlUCETS 952-CP FAUCET _ HOSE SEE DETAIL THIS SHEE? Q4 RD-1 ROOF JOSAM 21500 SERIES LARGE SUMP, CLAMP RING, DECK CLAMP, LOCKING DOME, COATED CAST IRON, DRAIN - RATII2 TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSLS PLANT SITE EXPANSION PLUMBING SCHEDULES AND DETAILS � EMI CONSULTING SPECIALTIES, INC. S/IS IIMFN � Ib1U. GCAMO. RG�IW� J�]Y �D e0ut. S�w�ErFG 8v: 9C�IE N A N A wn. AS NOTE[ rt 2 10 12 �� RLt, �mnc A3 NOTEC s wc«m ec shcr xo.: 1fCH 11CH 170 / 3 -6 --i.� a�m 6 . PE I nrr wh ' 1 1 � ADDENDUM No. 5 for Water Treatment Plant No. 2— Contract 4: Reverse Osmosis Plant Site Expansion Project Clearwater, Florida Project Number 10-0039-UT-(D) � DATE: March 11, 2013 � II� � � � � � � � SUBJECT: Addendum No. 5 TO: Prospective Bidders and Others Concerned Bidders on the above project are hereby notified that the following Addenda are made to the Contract Documents: 1. Rescheduled Bid Opening Date: Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services Bldg., 100 S. Myrtle Ave., 3�d Floor, Clearwater, Florida 33756-5520, until 1:30 P.M. on TUESDAY, APRIL 2, 2013. The bids will be publicly opened in Purchasing Conference Room 342 and read at that hour and place for WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT -10-0039-UT-(D). 2. Contractor's Bid Submittal Package: The following forms and documents shall be included in Contractor's bid submittal package for the bid opening: 1) The attached revised Section V Bid Proposal dated March 11, 2013; 2) Section V(Contract Documents), Pages 7 through 13 (Proposal Bond, Affidavit, Non-Collusion Affidavit, Proposal, and City of Clearwater Addendum Sheet). 3) The Scrutinized Companies and Business Operations with Cuba and Syria Certification Form from Section III, Article 25 (Page 48 & 49); and 4) A 10% bid bond as the bid proposal. The three (3) lowest bid Contractors shall submit to the Citv within fortv-eiaht (48) hours from the time of the bid openinq the revised Section V Bidder's Proposal dated Februarv 28 2013 (Paqes 14 throuqh 21) included in Addendum No. 3 dated March 1, 2013. Failure of a Contractor to submit the revised Bidder's Proposal dated February 28, 2013, within the required 48 hours may result in the Contractor's disqualification. 3. Revised Request For Information (RFI) Date: ' All bid questions shall be submitted in writing via email or fax to Robert Maue by end af business (5:00 PM EDT) on Thursdav, March 21, 2013. Questions must include , Addenduxn No.S-WTP No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031113.DOC � Page 1 of 2 Company Name, contact name, email & phone number of contact person in case clarification is needed. Responses will be issued via an addendum by end of business Tuesdav, March 26. 2013. 4. Supplemental and/or Amendments to Contract Documents A. INSERT in Section V(Contract Documents) the Bidder's Proposal dated 3/11 /2013. END OF ADDENDUM #5 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA Bv: /s/William B. Horne, II City Manager Addendum No.S-WTP No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031113.DOC Page 2 of 2 � � BIDDER'S PROPOSAL PROJECT: WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT -10-0039-UT-(D) CONTRACTOR: � BIDDER'S GRAND TOTAL $ BIDDER'S GRAND TOTAL � � l_� � � � � � � � � � � � (Numbers) (Words) THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS LJNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIItED FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIlVIE OF OPENING BIDS. THE THREE (3) LOWEST BID CONTRACTORS SHALL SUBMIT TO THE CITY WITHIN FORTY-EIGHT (48) HOURS FROM THE TIlVIE OF THE BID OPENING THE REVISED SECTION V BIDDER'S PROPO5AL DATE FEBRUARY 28. 2013, (PAGES 14 THROUGH 21) INCLUDED IN ADDENDUM No. 3 DATED MARCH 1, 2013. THE CITY WILL MAKE THE TABULATION FROM THE IJNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE L1NIT PRICES AND LUMP SUM PRICE SHALL GOVERN. � SectionV.doc Revised 3/11/2013 � � � � ADDENDUM No. 6 for Water Treatment Plant No. 2— Contract 4: Reverse Osmosis Plant Site Expansion Project Clearwater, Florida Project Number 10-0039-UT-(D) , DATE: March 19, 2013 � � I__I � � � � SUBJECT: Addendum No. 6 TO: Prospective Bidders and Others Concerned Bidders on the above project are hereby notified that the following Addenda are made to the Contract Documents: Deductive Alternate Bid Item: The Contract Document has been amended to include a deductive alternate bid item (Bid Item No. D1 — Additional Ninety (90) Day Contract Period). Please refer to the revised Section II (Instruction to Bidders), Article 18.4 (Award of Contract); Section IVa (Supplemental Technical Specification) Specification 01 20 00 (Measurement & Payment); and Section V(Contract Documents) Bidder's Proposal (Short Form and Standard Form — Page 14 to 21) included in this addendum. 2. Response to Contractor's RFI: 1) Drawing E17 indicates finro feeds to MDP1 form the eyewash station locations. These don't seem to be indicated on the riser drawings E05. Can you clarify what these feeds are for if not for the eyewash stations? Response: Delete the two feeds to MCP1 related to the eyewash station on Plan Sheet E17. 2) Drawing E17 notes #9, #10 for the FTI-Chem & FTC-Chem indicate conduit to PB. Ca you clarify what PB is, Pushbutton or pullbox? Response: Notes 9 and 10 are related to empty conduits to a pullbox (PB) for future use. 3) Drawing E17 note #11 indicates 2— 1" to PB. Please clarify. Is this to be the conduit for the panel feed from panel LE? Response: No. The 2-1" from panel LE are empty conduits to a pullbox for future use. 4) The one line shows a breaker on the generator and a generator breaker in the building. The generator has AmpSentry which is a UL approved protective relay and I can add a lockout\tagout option which would make the generator mounted breaker no longer necessary. Please verify that this is acceptable. I have attached information to verify the above. Let me know if you have any questions. Response: No. Not acceptable. Provide as shown with all units. 5) Addendum #5 has consolidated the bid form, which will simplify bid day for all the General Contractors. However, there is nowhere in the bid documents that require Addendum No. 6-WT'P No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031913.doc Page 1 of 5 � 6) 7) 8) 9) 10) 11) 12) 13) 14) the bidding contractors declare the major equipment suppliers they plan to use. Typically, a bid form will include a list of major equipment spec sections, or just equipment descriptions next to a list of approved manufacturers noted in A., B., C... format. As part of the bid form turned in with the bid, the General Contractors would have to circle the manufacturer they used in their bid. This prevents any post bid shopping to take place, and protects the General Contractors who would not participate in post bid shopping. It is respectFully requested that all major equipment suppliers (i.e. RO System; Ozone System; Iron Removal Filter System; etc...) be declared and turned in with the bid form. Response: Our preference is to keep the bid submittal package as is. The Contract Documents will not be amended. Where is Manual Transfer Switch MTS-1 located? In administration electrical room or main electrical room? Response: MTS-1 is located in the main electrical room on the north wall. Where is Manual Transfer Switch MTS-2 located? Response: MTS-2 is located in the main electrical room on the north wall. Where is VFD Ozone Destruct Blower #1 located? In Ozone Building, Side Stream Injection Bldg or main electrical room? Response: Shown going to control panel just east of ozone building. Where is VFD Ozone Destruct Blower #2 located? In Ozone Building, Side Stream Injection Bldg or main electrical room? Response: Shown going to control panel just east of ozone building. Is MTS—E located in main electrical to be designated MTS-3? Response: Yes. MTS-3. On page 43-32-69-7, 2.03, (2). The chemical metering pump(s) shall be controlled- volume reciprocating, mechanical solenoid-actuated, flat diaphragm type solenoid driven metering pumps. The named manufacturer "Grundfos" pumps are actually stepper motor driven digital metering pumps. While they are the same size and functionally meet the requirements, they are not solenoid driven. Please add stepper motor driven pumps as being acceptable. Response: Step drives acceptable per revised Specification 43 32 69. On page 43-32-69-7, 2.03, (3.) "The pump housing shall be constructed of die-cast aluminum..." I believe that none of the brands listed are constructed of die-cast aluminum. Please delete "die-cast Aluminum". Response: Deleted in revised Specification 43 32 69. On page 43-32-69-11, 2.05 A. 2. Electronic control module shall be located beneath the solenoid or and protected by a clear, hinged cover." The only pump constructed like this is Walchem, and Walchem is not named, (and does not have the outputs required for this project). Please delete this sentence. Response: Deleted in revised Specification 43 32 69. On page 43-32-69-11, 2.06 A. Deluxe Local Pump Controller. Line 5. "Each pump Local - The control panel shall include a local display and push buttons for monitoring and control of the metering pumps when in LOCAL mode...." Line 6. " Each pump remote - The control panel shall include the following remote features....." While this fits the peristaltic meterinq pumps (separate motor drive with display), the diaphraam meterina pumqs do not have a separate disqlav (the display Addendum No. 6-WTP No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031913.doc _ -- _ _ Page 2 of 5 � � � � � � � � � � � � � � � � � � Lj � � � � � � � 15) 16) 17) 18) 19) 20) is mounted on the metering pump). Please clarify if the local displays for the diaphraam meterina pumps are permitted to be in the pump (not in the LCP wall mounted disconnect / control panel). Also, please specify the material for the Nema 4X enclosure. Nema 4X Fiberglass is the most common enclosure used around chemicals. Response: NEMA 4X material as 316 SS or fiberglass acceptable and pump located control acceptable per revised Specification 43 32 69. Please provide a raw water temperature or expected temperature range for the design projections. Response: No additional raw water data available other than what is provided in Contract Documents or in previous addenda. 2.02.A. of the R/O System Specification requires high performance 316L stainless steel butterfly valves to be used. The Bray Series 22/23 butterfly valve called out in the valve spec section is not a high performance buttertly valve. Please confirm that these are the butterfly valves required to be used on the R/O equipment. Response: Specification 40 23 21 revised to delete series previously specified. Please confirm that the permeate valves listed in 2.02.A.2 and 2.02.A.4 or the R/O spec section are to be PVC valves installed in the 316ss Permeate Piping. A later part of the R/O section, 2.07.H, requires all valves to be 316L stainless steel which contradicts the earlier description of the permeate valves. Response: Refer to revised Specification 43 32 56 in Addendum No. 3 dated March 1, 2013, that allows either PVC or stainless steel piping as was the intent of the original specification. 2.02.A.5 of the R/O System Specification requires a motorized modulating butterfly concentrate bypass valve. Please confirm that this valve is required because it is not shown in the PID. Also, this bypass valve is typically only a motorized open/close valve when required since it is closed during normal operation and only open during flushing. Response: Refer to revised Specification 43 32 56 in Addendum No. 3 dated March 1, 2013, that deletes bypass valve. The feed conductivity sensors/transmitters shown in the PID's for all three skids are redundant since there is also a conductivity sensor/transmitter on the common raw water line between the cartridge filter housings and the feed pumps. We recommend removing these three additional feed conductivity sensors. Response: Preference is to keep as specified. Please confirm whether the PID's or the R/O spec section takes precedence for determining what instrumentation is to be provided on the R/O skids. The PID's and the instrumentation list in the R/O specification section do not match. Also, 3.08.C.1.b of the R/O system specification lists data that is to be continuously collected. Some items shown on this list are not included in either the PID's or the instrument list in the spec and would need to be added if they are required to be recorded by the control system. Response: Refer to revised Specification 43 32 56 in Addendum No. 3 dated March 1, 2013, that removed conflict. Addendum No. 6-WTP No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031913.doc Page 3 of 5 1 3. 21) Specification section 40 23 21 only requires that the valve actuators be either EIM or Auma and does not list a preferred model. Please clarify if there is a specific actuator model that will need to be supplied as these manufacturer's make more than one model actuator. Response: Model numbers to be determined by meeting performance requirements added to Specification 40 23 21. Supplemental and/or Amendments to Contract Documents: A. REPLACE in Section II (Instruction to Bidders) dated 4/2/2012 WITH the attached revised Section II (Instruction to Bidders) dated 3/18/2013. B. REPLACE in Section IVa (Supplemental Technical Specifications), Section 01 20 00 (Measurement and Payment) dated February 28, 2013 WITH the attached revised Section 01 20 00 (Measurement and Payment) dated March 18, 2013. C. REPLACE in Section IVa (Supplemental Technical Specifications), Section 33 12 16 (Underground Valves and Piping Appurtenances) dated February 28, 2013 WITH the attached revised Section 33 12 16 (Underground Valves and Piping Appurtenances) dated March 18, 2013. D. REPLACE in Section IVa (Supplemental Technical Specifications), Section 40 23 21 (Above Ground Valves and Piping Appurtenances) dated February 27, 2013 WITH the attached revised Section 40 23 21 (Above Ground Valves and Piping Appurtenances) dated March 18, 2013. E. REPLACE in Section IVa (Supplemental Technical Specifications), Section 40 24 26 (Double Wall Containment Piping) dated February 27, 2013 WITH the attached revised Section 40 24 26 (Double Wall Containment Piping) dated March 18, 2013. F. REPLACE in Section IVa (Supplemental Technical Specifications), Section 43 32 56.01 (RO CIP Pumps) dated February 27, 2013 WITH the attached revised Section 43 32 56.01 (RO CIP Pumps) dated March 18, 2013. G. REPLACE in Section IVa (Supplemental Technical Specifications), Section 43 32 69 (Chemical Feed Systems) dated February 22, 2013 WITH the attached revised Section 43 32 69 (Chemical Feed Systems) dated March 18, 2013. H. REPLACE in Section V(Contract Documents) the Bidder's Proposal (1 Page) dated 3/11/2013 included in Addendum No. 5 dated March 11, 2013 WITH the attached revised Bidder's Proposal (1 Page) dated 3/18/2013. Addendum No. 6-WTP No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031913.doc Page 4 of 5 � � � � � � � � � � � I. REPLACE in Section V(Contract Documents) the Bidder's Proposal (Pages 14 — 21) dated 2/28/2013 WITH the attached revised Bidder's Proposal (Pages 14 — 21) dated 3/18/2013. J. REPLACE the following Plan Sheets included in the December 10, 2012 Issue for Bid Plan Set WITH the attached revised Plan Sheets: i. Plan Sheet E17 (Process Area — Power Plan B) dated March 13, 2013; and ii. Plan Sheet E20 (Electrical Room — Power Plan) dated March 13, 2013. K. REPLACE the following Plan Sheets included in Addendum No. 1 dated January 29, 2013 WITH the attached revised Plan Sheet: i. Plan Sheet E32 (Panel Schedules) dated March 13, 2013. L. REPLACE the following Plan Sheets included in Addendum No. 2 dated February 22, 2013 WITH the attached revised Plan Sheet: i. Plan Sheet E11 (First Floor Office — Power Plan) dated March 13, 2013; and ii. Plan Sheet E13 (Second Floor Office — Power Plan) dated March 13, 2013. END OF ADDENDUM #6 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA Bv: /s/William B. Horne, II City Manager Addendum No. 6-WTP No. 2-Contract 4-Reverse Osmosis Plant Site Expansion Project_031913.doc Page 5 of 5 � � SECTION II INSTRUCTIONS TO BIDDERS Table of Contents: � 1 COPIES OF BIDDING DOCiJMENTS .......................................................................... l 2 QUALIFICATION OF BIDDERS ..................................................................................1 � 3 EXAMINATION OF CONTRACT DOCiJMENTS AND SITE ................................. 4 INTERPRETATIONS AND ADDENDA ....................................................................... 2 �� 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BIDSECURITY OR BID BOND .................................................................................... 3 CONTRACTTIME .......................................................................................................... 3 LIQiJIDATEDDAMAGES ............................................................................................. 3 SUBSTITUTE MATERIAL AND EQiJIPMENT ......................................................... 3 SUBCONTRACTORS...................................................................................................... 3 BID/PROPOSAL FORM ................................................................................................. 4 SUBMISSIONOF BIDS .................................................................................................. 4 MODIFICATION AND WITHDRAWAL OF BIDS .................................................... 5 REJECTIONOF BIDS .................................................................................................... 5 DISQUALIFICATION OF BIDDER .............................................................................. 5 OPENINGOF BIDS ......................................................................................................... 5 LICENSES, PERMITS, ROYALTY FEES AND TAXES ........................................... 5 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE ............................. 6 AWARDOF CONTRACT ............................................................................................... 7 BIDPROTEST .................................................................................................................. 7 20 TRENCH SAFETY ACT ................................................................................................. 9 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENTMEASURES ....................................................................................... 9 � r SectionII.doc , � Revised 3/18/2013 � , ' � Section II — Instructions to Bidders 1 COPIES OF BIDDING DOCUMENTS 1.1 Complete sets of the Bidding Documents are available at the City of Clearwater's Pla� Room — website address: www.mvclearwater.com/cityprojects. Price of Contract Documents and Plans, as indicated on the City's Website, reflects reproduction costs only, which is non-refundable. A complete bidder's package containing plans, specifications, bond forms, contract form, affidavits and bid/proposal form is available only to pre-qualified bidders. Contractors, suppliers, or others who are not pre-qualified but who may be a possible subcontractor, supplier, or other interested person may purchase a"Subcontractor" package consisting of plans, specifications, and list of pay items. � 1.2 Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor the Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub-bidders or others. � � � � � � � � , 1.3 The City, in making copies of Bidding Documents a�ailable on the above terms, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other permission to use the documents for any other purpose. 2 QUALIFICATION OF BIDDERS 2.1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, ability, financial resources and experience to perform the work in a satisfactory manner befare obtaining drawings, specifications and contract documents. An application package for pre- qualification may be obtained by contacting the City of Clearwater, Engineering Department, P.O. Box 4748, Clearwater, Florida 33758-4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756-5520 (street address only) or by phone at (727) 562-4750. Pre-Qualification requirements information is also available on C ity of Clearwater Website at address: www m,yclearwater.com/ og v/depts/pwa/en�in/Construction/prequal.asp. Contractors wanting to pre-qualify to bid on a project as a General Contractor must do so two weeks (ten work days) prior to the bid opening date. Bidders currently pre-qualified by the City do not have to make reapplication. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, performance or furnishing of the work; (c) consider and abide by all applicable federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 3.2 In reference to the Technical Specifications and/or the Scope of the Work for identification of those reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such reports but not upon non-technical data, interpretations or opinions contained therein or for the completeness thereof for the purposes of bidding or construction. In reference to those drawings relating to physical SectionII.doc � Page 1 of 9 Revised 3/18/2013 Section II — Instructions to Bidders conditions of e�sting surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in preparation of the Contract Documents, bidder may rely upon the accuracy of the technical � data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 3.3 Information and data reflected in the Contract Documents with respect to Underground Facilities at ar contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. 3.5 Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures ar permanent changes in e�sting structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda, by the City's planroom to all parties recorded by the City's planroom as planholders ha�ing received the Bidding Documents. Questions received after the time frame specified at the pre-bid meeting prior to the date for opening of SectionILdoc Page 2 of 9 Revised 3/18/2013 r # � � 4.2 � 5 Section II — Instructions to Bidders Bids may not be answered. Only information provided by formal written Addenda will be binding. Ora1 and other interpretations of clarifications will be without legal effect. Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. BID SECURITY OR BID BOND 5.1 Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in � an amount equal to ten percent (10%) of the Bidder's m�imum Bid price and in the form of a certified or cashier's check or a Bid Bond (on form attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. � � � � � � � � 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award of contract by the City Council, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 6 6.1 7 7.1 8 The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. CONTRACT TIME The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Contract Agreement. SUBSTITUTE MATERIAL AND EQUIPMENT 8.1 The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. 9 SUBCONTRACTORS 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the SectionII.doc � Page 3 of 9 Revised 3/18/2013 9.2 � Section II — Instructions to Bidders Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifty percent (50%) of the Work except as may be specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract to the City Council, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute gounds for sacrificing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the Ueneral Conditions. No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. BID/PROPOSAL FORM 10.1 The Bid/Proposal Form is included with the Contract Documents and shall be completed in ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. Unit Prices shall be to no more than two decimal points in dollars and cents. The Bidder must state in the Bid/Proposal Form in words and numerals without delineation's, alterations or erasures, the price for which he will perform the wark as required by the Contract Documents. Bidders are required to bid on all items in the Bid/Proposal form. The lump sum for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items. 10.2 Bids by corporations sha11 be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be af�ed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Bids by partnerships shall be executed in the partnership name and. signed by a general partner, whose title sha11 appear under the signature and the official address of the partnership shall be shown below the signature. 10.4 11 All names shall be typed or printed below the signature. SUBMISSION OF BIDS � � � � � � � � 1 L 1 Sealed Bids shall be submitted at or before the time and at the place indicated in the � Advertisement for Bids and shall be submitted in a 8.5"xl l" manila envelope with the project name and number on the bottom left hand corner. If forwarded by mail, the Bid shall � be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and SectionII.doc Page 4 of 9 Revised 3/18/2013 � � � � � �� Section II — Instructions to Bidders addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a B id must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a modification shall be in writing and signed by a person duly authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder to submit a new Bid prior to the Bid Date and Time. After expiration of the period for receiving Bids, no Bid may be withdrawn or modified. 12.2 After a bid is received by the City, the bidder may request to modify the bid for typographical or scrivener's errors only. The bidder must state in writing to the City that a typographical or scrivener's error has been made by the bidder, the naiure of the error, the requested correction of the error, and what the adjusted bid amount will be if the correction is accepted by the City. The City reserves the right at its sole discretion to accept, reject, or modify any bid. 13 REJECTION OF BIDS 13.1 To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any and all Bids, and to waive any and all informalities. Grounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability ar fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in the interest of the public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall execute the Non-Collusion �davit conta.ined in the Contract Documents. 1 15 15.1 � 16 � � OPENING OF BIDS Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor sha11 secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal Ordinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees SectionII.doc Page 5 of 9 Revised 3/18/2013 � Section II — Instructions to Bidders and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assume all liability for the payment of royalTy fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated otherwise in the Technical Specifications. The amount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales ta1� and sales tax exemptions and complying with all requirements. 16.4 The City of Clearwater is exempt from state sales tax on materials incorporated into the WORK. The City of Clearwater reserves the right to implement the Owner Direct Purchase (ODP) Option, if indicated in the Scope of Work Description in Section IV — Technical Specifications and as defined in Section III — General Conditions. 17 IDENTICAL TIE BIDSNENDOR DRUG FREE WORKPLACE 17.1 In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug-free workplace programs. Whenever two or more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug-free workplace program. In order to have a drug-free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. (2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified in subsection (1), norify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction. (5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. � SectionII.doc Page 6 of 9 � � � � � � � � i � � � Revised 3/18/2013 � i � i � , ' � � � � � � � � Section II — Instructions to Bidders (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. I certify that this firm does/does not (select only one) fully comply with the above requirements. 18 AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the BidlProposal form. The City may consider the qualifications and experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. 18.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City. 18.4 Award of contract will be made for that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. If the Contract is to be awarded, Owner will award the Contract to tl�e lowest cost, responsive and responsible Bidder whose Bid is in the best interest of the Project. This project may contain a Base Bid and Bid Alternates. The City may elect to proceed with only the Base Bid; however, the City may, at the City's sole discretion and without notice to the bidders, elect to proceed with any or all of the Bid Alternates. If the City elects to proceed with the Base Bid and not to proceed ��ith any of the Bid Alternates, the City shall award the project to the lowest qualified bidder for the Base Bid only. If the City elects to proceed with the Base Bid and any or all of the Bid ,�lternates, the City shall a��-ard the project to the lowest qualified bidder for the Base Bid, plus the Bid Alternates w�ith v��hich the City has elected to proceed. � � 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the solicitation or award of a contract may seek resolution of his/her complaints initially with the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: � A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposals, unless the aggrieved � person could not have been reasonably expected to have knowledge of the facts SectionII.doc � Page 7 of 9 Revised 3/18/2013 Section II — Instructions to Bidders giving rise to such protest prior to the bid opening or the closing date for proposals. Opening dates for bids or due dates for requests for proposal will be printed on the bid/request document itself. B. Protests in respect to award of contract shall be submitted in writing a m�imum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, whichever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite specific portions of the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceptions to the five (5) day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening, posting of intent to award, or due date for requests for proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. The Purchasing Manager shall respond to the formal written protest within five (5) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director and the Assistant City Manager. E. If the protestor is not satisfied with the response from the Purchasing Manager, he/she may then submit in writing within five (5) work days of receipt of that response his/her reason for dissatisfaction, along with copies of his/her original formal protest letter and the response from the Purchasing Manager, to the City Manager. F. The City Manager as Purchasing Agent for the City has the final authority in the matter of protests. The City Manager will respond to the protestor within ten (10) work days of receipt of the appeal. 193 PROTEST FEE: When filing a formal protest, the protesting vendor must include a fee in the amount of 5% of the selected vendor's total bid to offset the City's additional expenses related to the protest. This fee shall not exceed $2,500 nor be less than $50. If either the Purchasing Manager or the City Manager upholds the protest, the City will refund 100% of the fee paid. 19.4 STAY OF PROCUREMENT DURING PROTEST: In the event of' a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all administrative remedies have been e�austed or until the City Manager makes written determination that the award of contract without delay is necessary to protect the best interest of the City. SectionII.doc Page 8 of 9 � � � � � r � � � �� Revised 3/18/2013 � � L� J � Section II — Instructions to Bidders 20 TRENCH SAFETY ACT 20.1 The Bidder shall comply with the provisions of the City of Clearwater's Ordinance related to trench digging (Ordinance No. 7918-08) along with the Florida Trench SafeTy Act (Sections 553.60-553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws. 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL � MANAGEMENT MEASURES � 21.1 The Bidder shall comply with the provisions of the Environmental Protection Agency (EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP's) or stormwater , management programs (both using best management practices (BMPs) that effectively reduce or prevent the discharge of pollutants into receiving waters. � � � � A. The control of construction-related sediment loadings is critical to maintaining water quality. The implementation of proper erosion and sediment control practices during the construction stage can significantly reduce sediment loadings to surface waters. B. Prior to land disturbance, prepare and implement an approved erosion and sediment control plan or similar administrative document that contains erosion and sediment control provisions. NPDES Management Measures a�ailable at City of Clearwater En�ineerin� Environmental Division and EPA websites to help address construction-related Best Management Practices. References EPA website � � � � � � i SectionII.doc ' Page 9 of 9 Revised 3/18/2013 � � i �� ' �1 � � SECTION 0120 00 MEASUREMENT AND PAYMENT PART 1- GENERAL 1.01 DESCRIPTION A. The total Bid Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Wark, including fi�rnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid. B. The Contractor shall receive and accept the compensation provided in the Proposal and the Contract as full payment for furnishing all materials, labor, tools and equipment, for performing all operations necessary to complete the work under the Contract, and also in full payment for all loss or damages arising from the nature of the work, or from any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, ar form the action of the elements of from any unforeseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the Owner. C. The prices stated in the proposal include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees, software licenses and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the Drawings and specified herein. The basis of payment for an item at the unit price shown in the proposal shall be in accordance with the description of that item in this Section. D. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the cost for any item of work has not been established by the Bid Form or Payment Items, he shall include the cost far that work in some other applicable bid item, so that his proposal for the project does reflect his total price for completing the work in its entirety. r1.02 MEASUREMENT , A. The quantities for payment under this Contract shall be determined by actual measurement of the completed items, in place, ready for service and accepted by the Owner, in accordance with the applicable method of payment. � , City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 1 Revised March 18, 2013 E �� " 1.03 PAYMENT A. Payment will be made at the unit price or the lump sum price for each of the items shown in the Bid Proposal, installed and accepted, which price and payrnent shall constitute full compensation for furnishing all materials and performing all Work in connection therewith and incidental thereto. 1.04 ESTIMATED QUANTITIES FOR LJNIT PRICE ITEMS A. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the bids submitted for the Work. The actual amounts of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for w�rk and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no c laim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof, as described in the supplementary conditions. 1.05 EXCAVATION � � � � l' � � � � � CI A. The bid price for each item of Work, which involves excavatian or trenching, shall include all costs for such Work. No direct payment shall be made for excavation or � trenching. All excavation is unclassified and there shall be no separate payment for excavation of rock or for backfill where rock is excavated below subgrade. 1.06 TAXES AND PERMITS A. The Bidder's attention is directed to the fact that the tax laws of the State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this bid matter and that all applicable taxes and fees shall be deemed to have been included in Bidder's Proposal. The Contractor shall be responsible for all permits and permit fees necessary for construction, including those beyond what were previously obtained by the Owner. 1.07 A. MEASUREMENT AND PAYMENT Description of Bid Items for the Water Treatment Plant No. 2— Contract 4: Reverse Osmosis Plant Site Expansion Project (10-0039-UT-(D)): City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 2 Revised March 18, 2013 � !�1 � � � � !J � � ��l� S ��IP��E�t.�[�i� � i ` BASE BID: , � � � I' � � � GENERAL CONDITIONS Bid Item No. 1— Mobilization/Demobilization (5% Max.) �� Basis of Measurement. The lump sum Bid Price for mobilization/demobilization shall include costs associated with general requirements, including building department requirements, bonds, etc., preparatory work and operations necessary to begin constructing the water treatment facilities, process/office building, ozone building, ground storage tanks, driveways, parking areas, equipment pads, yard piping, including but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, pre-construction video and construction photography, and for the establishment of temporary offices for the Contractor, security of project site, Project Information sign per City of Clearwater Article 50, safety equipment and first aid supplies, sanitary and other facilities as required by the Plans and Specifications and all applicable federal, state, and local laws and regulations, notification of residents per City of Clearwater Article 52.2, all Contractor obtained permits as required for the proper performance and completion of the work. Basis of Pa ��ment. The pay item for mobilization/demobilization will be made on an incremental basis in accordance with the following: � Percent of Original Allowable Percent Contract Amount of the Lump Sum Earned Price for the Item � 10 30 25 50 50 80 � � � � � � � � c. � e. f. 75 90 100 100 The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Pay item shall include the cost of bonds and any other required insurance, consideration for indemnification to the City and the Engineer's Consultant, and any other pre-construction expenses necessary for the start of the Work, excluding the cost of construction materials, shall also be included in this Pay Item. Bid price for mobilization/demobilization shall not exceed 5% of the subtotal amount for the project. Payment shall be made under: i. Item No. 1— Mobilization/Demobilization (5% Max) City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 3 Revised March 18, 2013 : -' � � � �,.,°_ 2. 3. Bid Item No. 2— Work Zone Traffic Control (MOT) a. [� Basis of Measurement. The work specified in this Bid Item consists of maintaining traffic within the limits of the project for the duration of the construction period including any temporary suspensions of the work. I t shall include the construction and maintenance of any necessary detour facilities; the furnishing, installing and maintaining of traffic control and safety devices during constnxction, the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the Contract Drawings, including any required MOT permitting efforts. The quantity of MOT to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be pro-rated throughout the duration of construction of this Project. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary control traffic around the work zone, including all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 2— Work Zone Traffic Contrnl (MOT) Bid Item No. 3— Erosion Control a. Basis of Measurement. The lump sum amount shall be for furnishing and installing erosion control at the project site where shown on the drawings or as directed by the Project Representative and shall include artificial coverings, sandbagging, slope drains, sediment basins, cleanouts, staked silt barrier, staked silt fence, etc. The lump sum price includes furnishing and installing material, routine maintenance and removal of temporary erosion control features upon c ompletion of construction as shown on the drawings and specified. The quantity to be paid for under this item is lump sum for installation of erosion control items as required for the project or as directed by the Owner or Owner's authorized Project Representative. b. Basis of Pavment• Payment for erosion control will be made on a n incremental basis in accordance with the following: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 4 Revised March 18, 2013 � . �, � �� ; � .. �, � � r LJ � �J �� _! � � � � � �I , � � i � i� 1� � � � � � � � � �J I ' � , , 4. c. Percent of Original Contract Amount Earned 10 20 30 40 50 60 70 80 90 100 Payment shall be made under: Item No. 3— Erosion Control Bid Item No. 4— Tree Barricades a. Allowable Percent of the Lump Sum Price for the Item 20 30 40 50 60 70 80 90 100 Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to install tree barricades for all trees and palms at the project site within or adjacent to the work zone, including staging or lay down areas as required by the City Code and Specification Section IV. The lump sum price includes furnishing and installing barricade material, routine maintenance, and removal of tree barricades upon c ompletion of construction as directed by the Owner's Project Representative. The quantity of tree barricades to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. No payment will be made if tree barricades are not utilized throughout the project as deemed necessary by the Owner or the Owner's authorized Project Representative. Payment for tree barricades will be made on an incremental basis in accordance with the following: Percent of Original Allowable Percent Contract Amount of the Lump Sum Earned Price for the Item 10 10 20 20 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 5 Revised March 18, 2013 `� � � 5 SITE CIVIL � b. Payment shall be made under: i. Item No. 4— Tree Barricades Bid Item No. 5— Tree Removal a. l� c. � Basis of Measurement. This bid item includes cutting trees down, stump removal, disposal of all tree materials off-site, and any necessary permits at the project site. The quantity of trees removed to be paid for under this Item shall be measured for each tree completely removed. Measurement shall be as shown on t he drawings or where directed by the Owner's Representative. Basis of Pavment. Payment will be for each tree removed, as set forth in the Proposal. The unit bid price includes furnishing and installing all material and permits necessary for a co mplete and successful tree removal. No payment will be made if trees are not removed throughout the project as deemed necessary by the Owner or the Owner's authorized Project Representative. Coardination with City personnel prior to tree removal at the project site is required and shall be included in the Bid Price. Payment shall be made under: i. Item No. 5— Tree Removal Bid Item No. 6— Clearing and Grubbing a. Basis of Measurement. Contractor shall be responsible for clearing and grubbing necessary to remove and dispose of all vegetation and debris (including earthen materials incidentally removed with vegetation and debris), and removing structures and obstructions located within the limits of the construction area as shown on the drawings or designated by the Engineer, except such objects as are designated to remain in place or are to be removed in accordance with other sections of these Contract Documents. The Work shall also include the preservation from injury or defacement of all vegetation and objects designated to remain. The quantity of clearing and grubbing to be paid for under this Item shall be the number of acres cleared and grubbed as specified on the plans or directed by the Engineer. b. Basis of Pavment• The pay item for clearing and grubbing shall be lump sum and shall include all removal and disposal of materials and structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape trimming and all incidentals necessary to complete the work. c. Payment shall be made under: i. Item No. 6— Clearing and Grubbing City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 6 Revised March 18, 2013 w: a: +1. ', .� ,� � _� � ' r1 L�� , , � l_� � � � � � jl � � , � ' L _1 I� � �J , , � , I_ � � � � � �� , ' � ' ��I' 7. 8 E Bid Item No. 7— Earthwork a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to cut, fill, move, place, compact, and as needed, supply earthen material on the project site as shown onthe drawings or as directed by the Project Representative. The quantity of earthwork to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully cut, fill, move, place, compact, and as needed, supply earthen material as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Excess soils and debris shall be removed and disposed of by the Contractor. The supply of acceptable earthen material fill is available from both the on-site project source and an off-site City-owned location. I f additional earthen material is required beyond the quantity available at the previously-described locations, the Contractor shall supply and delivery from an Engineer- approved off-site source. Excess soils and debris shall be removed and disposed of by the Contractor. Payment shall be made under: i. Item No. 7— Earthwork Bid Item No. 8—Unsuitable Material Excavation Below Grade as Directed by Owner a. 0 c. Basis of Measurement. The measurement for this bid item will be for the excavation, ordered by the Owner's Representative in writing, to remove and dispose of earth unsuitable for bedding and support of pipelines, manholes, structures, or pavement. Measurement shall be the volume, in cubic yards, or unsuitable earth actually removed by the Contractor as determined by field dimension or survey. Basis of Pa� ent. Payment will be according to the unit bid price set forth in the Proposal. The unit bid price includes all labor, equipment, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. Payment shall be made under: i. Item No. 8— Unsuitable Material Excavation Below Grade as Directed by Owner Bid Item No. 9— Stormwater Pond a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to excavate, form, reinforce, and sod the stormwater pond a nd plant the littoral zone as shown on the drawings or as directed by the Project City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 7 Revised March 18, 2013 � # 10. 11 12 Representative. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully cut, fill, move, reinforce the stormwater pond, and sodding and planting as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. Excess soils and debris shall be removed and disposed of by the Contractor. c. Payment shall be made under: i. Item No. 9— Stormwater Pond Bid Item No. 10 — FDOT Index 272 Stormwater Mitered End Section a. b. c. Basis of Measurement. The measurement for this bid item will be for the installation of FDOT Index 272 s tormwater mitered end sections (MES). Measurement shall be the number of stormwater mitered end sections actually installed by the Contractor and accepted. Measurement shall be per FDOT Index 272 for the pipe size requiring an MES, at the locations shown on the drawings or where directed by the Owner's Representative. Basis of Pavment. Price and payment will be full compensation for all labor, material, and equipment necessary, including grates when required, fasteners, reinforcing, connectors, anchors, concrete, sealants, jackets and coupling bands, and all work required. The quantity to be paid for will be the number completed and accepted. Payment shall be made under: � � � , � � r �_I � � i. Item No.10 — FDOT Index 272 Stormwater Mitered End Section 1 Bid Item No. 11— FDOT Type C Stormwater Ditch Bottom Inlet a. � c. Basis of Measurement. The measurement for this bid item will be for the installation of FDOT Type C stormwater ditch bottom inlet structures per FDOT Index No. 232. Measurement shall be the number of stormwater drainage inlet structures actually installed by the Contractor and accepted. Measurement shall be as shown on t he drawings or where directed by the Owner's Representative. Basis of Pa.� Prices and payments will be full compensation for all labor, material, and equipment necessary, including grates, fasteners, reinforcing, connectors, anchors, concrete, sealants, jackets and coupling bands, and all work required. The quantity to be paid for will be the number of structures completed and accepted. Payment shall be made under: i. Item No. 11— FDOT Type C Stormwater Ditch Bottom Drainage Inlet Bid Item No. 12 — Stormwater Control Structure City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 8 Revised March 18, 2013 ;, ,� ..� ,� �, �,. .. :� ar ' � ,r�: � u i �J L�' � ' � � i l_ J � � , ' � � , � � � � , , , ' 13. 14 a. b. c. Basis of Measurement. The measurement for this bid item will be for the installation of the stormwater control structure. Measurement shall be for the stormwater control structure actually installed by the Contractor complete with skimmer attachments, grates, wall and control weir openings, and accepted. Measurement shall be as shown on the drawings or where directed by the Owner's Representative. Basis of Payment. Prices and payments will be full compensation for all labor, material, and equipment necessary, including, grates, skimmer, fasteners, reinforcing, connectors, anchors, concrete, sealants, jackets and coupling bands, and all work required. The quantity to be paid for will be the number completed and accepted. Payment shall be made under: Item No. 12 — Stormwater Control Structure Bid Item No.13 — FDOT Type J-7T Stormwater Manhole a. L� c. Basis of Measurement. The measurement for this bid item will be for the installation of the off-site stormwater manhole. Measurement shall be for the FDOT off-site stormwater manhole actually insta.11ed by the Contractor and accepted. Measurement shall be as shown on t he drawings or where directed by the Owner's Representative. Basis of Payment. Prices and payments will be full compensation for all labor, material, and equipment necessary, including maintenance of traffic, excavation, backfill, compaction, manhole covers, anchors, fasteners, reinforcing, connectors, concrete, risers, pipe openings, grout, filter fabric, sealants, joint material, jackets and coupling bands, restoration of right-of-way surface treatment, curb and gutter, sod, landscaping, and all work required. The quantity to be paid for will be the number completed and accepted. Payment shall be made under: i. Item No.13 — FDOT Type J-7T Storm Manhole Bid Item Nos. 14, 15, 16 — 24-inch,l8-inch, 15-inch RCP Stormwater Pipe a. [:� Basis of Measurement. These Bid Items describe measurement and payment for reinforced concrete pipe (RCP) pipe installed for the stormwater system as shown on the drawings or where directed by the Owner's Representative. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. T he limits of ineasurement shall be as shown on the plans or as directed by the Project Representative. Basis of Pavment. Payment will be according to the diameter, pressure class, lining material, coating, and type of joint, as set forth in the Technical Specifications. The unit bid price includes furnishing and City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 9 Revised March 18, 2013 � 15. installing all pipe by open cut, excavation, backfill, compaction, connections/ reconnections, couplings, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing; shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the speci .fied protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; traffic control, flowable fill grout, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement; bollard removal and replacement; signage removal and replacement; sod replacement, disposal of spoil or other materials; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. All roadway, concrete curb; concrete sidewalk and sod restoration shall be included in this bid item. c. Payment shall be made under: i. Item No. 14 — 24-inch RCP Stormwater Pipe ii. Item No. 15 —18-inch RCP Stormwater Pipe iii. Item No. 16 —15-inch RCP Stormwater Pipe Bid Item Nos. 17, 18, 19 —10-inch, 8-inch, 6-inch PVC Stormwater Pipe a. L:� Basis of Measurement. These Bid Items describe measurement and payment far PVC pipe installed for the stormwater system as shown on the drawings or where directed by the Owner's Representative. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the pipe, and includes the length of any fittings. The limits of ineasurement shall be as shown on the plans or as directed by the Project Representative. Basis of Payment• Payment will be according to the diameter and type of joint, as set forth in the Technical Specifications. The unit bid price includes furnishing and installing all pipe and required fittings by open cut, exca�ation, backfill, compaction, connections/ reconnections, compatible couplings and transition size fittings, cleanout fittings at all changes in direction, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing; shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil or other materials; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 10 Revised March 18, 2013 � �� u , � u � � , LJ � � , � � � � � , ' �� i ' Cl , � r � � � , i ' � ' � � , r 16. 17. c. Payment shall be made under: i. Item No.17 —10-inch PVC Stormwater Pipe ii. Item No. 18 — 8-inch PVC Stormwater Pipe iii. Item No. 19 - 6-inch PVC Stormwater Pipe Bid Item No. 20 — Retaining Walls a. L:� c. Basis of Measurement. The lump sum amount for this item shall be far furnishing all labor, materials and equipment necessary to construct the retaining wall as shown on the drawings or as directed by the Project Representative. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item snall be for furnishing all labor, materials and equipment necessary to successfully construct the retaining walls as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Excess soils and debris shall be removed and disposed of by the Contractor. Payment shall be made under: Item No. 20 — Retaining Walls Bid Item Nos. 21, 22 — 20"x6" Tapping Sleeve w/Valve; 6-inch Gate Valve & Valve Box a. L�7. Basis of Measurement. This Bid Item describes measurement and payment for connecting a new potable water main and fire hydrant services to existing potable water mains or to reconnect e�sting potable water mains at the locations shown on the Contract Drawings. Measurement and payment will be lump sum for the tapping sleeve with valve successfully installed and accepted and per unit basis for each gate valve and valve box successfully installed and accepted. Basis of Pay ent. Payment will be lump sum and per unit basis for the respective connections within the respective limits of the pay items shown on t he Contract Drawings and shall include furnishing and installing all pipe and fittings as shown on the Contract Drawings or as directed by the Project Representative. It shall include full compensation for all labor, materials, equipment for wet tapping operation and associated valves and fittings, ductile iron sleeves or spool pieces at tie-in locations between fittings and valves, restraint couplings, exca�ation (unclassified), dewatering, joints and jointing materials, cutting of piping, pipe cuttings removal, restrained joint pipe, sheeting and shoring, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, bracing, supporting, protecting, or replacement of existing underground utilities including associated utility coordination; flowable fill grout, machinery, backfilling and compaction, disposal of spoil or other materials, City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��+� '��'-=��* Issue for Bid O1 20 00 - 11 Revised March 18, 2013 18. 19. hydrostatic testing, flushing and disinfection of all potable water lines and all other items necessary to complete this Bid Item. c. Payment shall be made under: i. Item No. 21— 20"x6" Tapping Sleeve w/Valve ii. Item No. 22 — 6-inch Gate Valve w/Valve Box Bid Item Nos. 23, 24 — 6-inch PVC Water Line; 6-inch DIP Water Line a. Basis of Measurement. These Bid Items describe measurement and payment for both 6-inch PVC pipe and DIP installed by open cut. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. b. Basis of Pa, ent. Payment will be according to the diameter, pressure class, lining material, coating, and type of joint, as set forth on the Proposal. The unit bid price includes furnishing and installing all pipe by open cut, excavation, backfill, compaction, ductile iron sleeve or spool pieces at tie-in locations between fittings and valves, if required, connecting/tying into existing stubbed out pipes, connections/reconnections, couplings, m aterials above or below ground along the pipeline alignment, joints and jointing materials, bracing, shoring and sheeting; exploratory exca�ation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil or other materials; hydrostatic testing; line stops, pigging, flushing and disinfection of all potable water lines; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. c. Payment shall be made under: i. Item No. 23 — 6-inch PVC Water Line ii. Item No. 24 — 6-inch DIP Water Line Bid Item No. 25 — Fire Hydrant Assembly a. Basis of Measurement. The measurement for this bid item will be for the installation of the iire hydrant assemblies. Measurement shall be the number of fire hydrant assemblies actually installed by the Contractor and accepted. Measurement shall be as shown on t he drawings or where directed by the Owner's Representative. b. Basis of PaYment• Prices and payments will be fiull compensation for all pipe, material, coupling bands, hydrant valves, appurtenances, hydrant assemblies, and all work required. The quantity to be paid for will be the number completed and accepted. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 12 Revised March 18, 2013 � � � 1_J � � � � � � , i � � � � � � I � � � � m •. a �"' ', " '"' � I i � � � ' � ' ' � � � � ' � 11 � �� ' � 21. c. Payment shall be made under: i. Item No. 25 — Fire Hydrant Assembly Bid Item No. 26 — 2-inch PE Water Service Pipe a. �� c. Basis of Measurement. This Bid Item describes measurement and payment for PE pipe installed by open cut for providing water service to the project building. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and size of pipe specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves ar fittings. Basis of Pa ment. Payment will be according to the diameter, thickness class and type of joint, as set forth on the Proposal. The unit bid price includes furnishing and installing all pipe by open cut, 2-inch tapping saddle w/ corporation stop, excavation, backfill, compaction, connecting/tying into existing stubbed out pipes, connections/reconnections, fittings and couplings, materials above or below ground along the pipeline alignment, meter box, backflow prevention device, joints and jointing materials, bracing, shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil or other materials; hydrostatic testing; flushing and disinfection of all potable water service; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. Payment shall be made under: i. Item No. 26 — 2-inch PE Water Service Pipe Bid Item No. 27 — 6" PVC SDR 35 Sewer � Q Basis of Measurement. This Bid Item describes measurement and payment for PVC sewer pipe installed by open cut. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and size of pipe specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the pipe, and includes the length of any fittings. Basis of Pa ment. Payment will be according to the diameter and type of joint, as set forth on t he Proposal. The unit bid price includes furnishing and installing all pipe by open cut, excavation, backfill, compaction, connecting/tie-ing into existing stubbed out pipes, connections/reconnections, couplings, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing, shoring and sheeting; exploratory excavation; bedding and City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 13 Revised March 18, 2013 � � 22 23 c. backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supparting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; flowable fill grout, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement; bollaxd removal and replacement; signage removal and replacement; sod replacement, disposal of spoil or other materials; concrete encasement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. Payment shall be made under: Item No. 27 — 6" PVC SDR 35 Sewer Bid Item No. 28 — Sanitary Lift Station a. b. c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to construct a sanitary lift station as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully construct a sanitary lift station, including trenching, bracings, excavation, compaction, testing, lined wet well, grouting, submersible pumps, motors, control panel, motor starters, float switches, man-way, piping, valves, fittings, valve box, wiring, conduit and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: Item No. 28 — Sanitary Lift Station Bid Item No. 29 — Asphalt Driveways and Parking Areas a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to construct the asphalt driveways and parking areas as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa.vment. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully construct the asphalt driveways and parking areas, including grading, compaction, testing, stabilized subgrade, limerock base , asphalt surface treatment, all site concrete curb and concrete valley gutter, reinforcement and formwork placement and removal, signing, City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 14 Revised March 18, 2013 i ! C� � ' � ' 1 , � � � � ' ' � , � � � �. � � � , , i � ' C1 , � , LJ , � ' � � �� , 24 25. 26. pavement markings, wheel stops, etc., as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 29 - Asphalt Driveways and Parking Areas Bid Item No. 30 — Concrete Driveway and Delivery Aprons .� L:� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to construct the concrete driveway and delivery aprons as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa,�nt. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully construct the concrete driveway and delivery aprons, including grading, compaction, testing, stabilized subgrade, limerock base, steel reinforcement, concrete, concrete construction and expansion joints, signing, pavement markings, etc., as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 30 — Concrete Driveway and Delivery Aprons Bid Item No. 31— Concrete Sidewalk a. b. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to construct the concrete sidewalk as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully construct the concrete sidewalk, including grading, compaction, testing, stabilized subgrade, steel reinforcement, formwork placement and removal, edge fill, concrete construction and expansion joints, and concrete as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. Payment shall be made under: i. Item No. 31— Concrete Sidewalk Bid Item No. 32 — Bollards a. Q Basis of Measurement. The measurement for this bid item will be for the installation of the bollards. Measurement shall be the number of bollards actually installed by the Contractor and accepted. Measurement shall be as shown on the drawings or where directed by the Owner's Representative. Basis of PaYment• Prices and payments will be full compensation for concrete, material, painting, coating, reinforcement, and all work required. The quantity to be paid for will be the number completed and accepted. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 15 Revised March 18, 2013 �� p � 27. 28. 29. c. Payment shall be made under: i. Item No. 32 — Bollards Bid Item No. 33 — Dumpster Enclosure a. Basis of Measurement. The lump sum amount for this item shall be for fi.�rnishing all labor, materials and equipment necessary to construct the dumpster enclosure as shown on the drawings. The quantity to be paid for under tlus Item shall be measured as a lump sum quantity. b. Basis of Pa, m�The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully construct the dumpster enclosure, including grading, compaction, testing, stabilized subgrade, concrete, steel reinforcement, concrete blocks, masonry, posts, gates, and hardware as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 33 — Dumpster Enclosure Bid Item No. 34 — Landscaping a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, design, materials and equipment necessary to construct the landscaping as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, design, materials and equipment necessary to successfully construct the landscaping, including plants, sod, earthwork, and mulch as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 34 — Landscaping Bid Item No. 35 — Irrigation a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, design, permitting, materials and equipment necessary to construct the landscape irrigation system as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, design, permitting, materials and equipment necessary to successfully construct the landscape irrigation system, including the design, piping, nozzles, fittings, couplings, testing, and permitting as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. Payment shall be made under: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��,� ��,j��; Issue for Bid O1 20 00 - 16 Revised March 18, 2013 � � � � � ' � ' ' l-�� ' � , � r � ' � � ' ' ' � � �J , , Cl � �� , r ' � ' �� 30. 31. 32. Item No. 35 — Irrigation Bid Item No. 36 — Fencing — 7 ft. Tall Chain Link a. Basis of Measurement. This Bid Item shall be for furnishing all labor, materials and equipment necessary to construct the chain link fencing as shown on the drawings. The pay quantities for the work specified under this Section shall be the number of linear feet of the size of chain link specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the fence, and includes the length of any gates or posts. b. Basis of Pa�nt. Prices and payments will be full compensation for all material, equipment, .posts, gates, concrete, and all work required. The quantity to be paid for will be the number of linear feet completed and accepted. c. Payment shall be made under: i. Item No. 36 — Fencing — 7 ft. Tall Chain Link Bid Item No. 37 — Fencing —11 ft. Tall Chain Link a. � Basis of Measurement. This Bid Item shall be for furnislung all labor, materials and equipment necessary to construct the chain link fencing as shown on the drawings. The pay quantities for the work specified under this Section shall be the number of linear feet of the size of chain link specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the fence, and includes the length of any gates or posts. Basis of Payment. Prices and payments will be full compensation for all material, equipment, posts, gates, concrete, and all work required. The quantity to be paid for will be the number of linear feet completed and accepted. Payment shall be made under: i. Item No. 37 — Fencing —11 ft. Tall Chain Link Bid Item No. 38 — Fencing — 7 ft. Tall Ornamental Steel a. Basis of Measurement. This Bid Item shall be for furnishing all labor, materials and equipment necessary to construct the ornamental steel fencing as shown on the drawings. The pay quantities for the work specified under this Section shall be the number of linear feet of the size of ornamental steel fencing specified in the applicable pay items, actually constructed and accepted. Measurement will be horizontally, above the centerline of the fence, and includes the length of any gates or posts. b. Basis of Pa� Prices and payments will be full compensation for ' all material, equipment, posts, gates, concrete, and all work required. The quantity to be paid for will be the number of linear feet completed and accepted. ' ' City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 17 Revised March 18, 2013 � � 33. 34. 35 c. Payment shall be made under: Item No. 38 — Fencing — 7 ft. Tall Ornamental Steel Bid Item No. 39 — Misc. Equipment Pads a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to construct the equipment pads not included in other bid items as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa, m�ent. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully construct the equipment pad, including the grading, compaction, testing, sub-base stabilization, support material, concrete, and reinforcement as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: Item No. 39 — Misc. Equipment Pads Bid Item No. 40 — Demo Existing HSP Facilities �� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to demolish the existing high service pump facilities as shown on the drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully demolish the existing high service pump facilities, including decommissioning of equipment, hauling, and disposal of debris and refuse as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 40 — Demo Existing HSP Facilities Bid Item No. 41— Demo Existing Generator Building a. b. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to demolish the existing generator building as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment• The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully demolish the existing generator building, including decommissioning of equipment, hauling, and disposal of debris and refuse as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 18 Revised March 18, 2013 � ' ,� �, �, ,�, . , , � , ' , ' � ' � ' � ' � ' � , � LJ � �_1� ' , r ' �J , ' r � � � �_ � , ' ' i 36. BUILDINGS Payment shall be made under: i. Item No. 41— Demo Existing Generator Building Bid Item No. 42 — Demo Existing Chemical Feed Facilities a. C� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to demolish the existing chemical feed facilities as shown on the drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pa my ent• The lump sum amount for this item shall be for furnishing all labor, materials and equipment necessary to successfully demolish the existing chemical feed facilities, including decommissioning of equipment, hauling, and disposal of debris and refuse as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 42 — Demo Existing Chemical Feed Facilities 37. Bid Item No. 43 — Main Building a. L� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, permitting, and equipment necessary to construct the office and process building as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump S� quant�ri. Basis of Pa m� ent_The lump sum amount for this item shall be for furnishing all labor, materials, permitting, and equipment necessary to successful construct of the office and process building, including sub- base preparation, foundation, struciural components, architectural details, HVAC, plumbing, fire alarm system, roofing, lighting, roof drains, elevator, flooring, and permitting as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 43 — Main Building 38. Bid Item No. 44 — Ozone Generator Building a. b. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, design, permitting, and equipment necessary to construct the ozone generator building as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa m� ent. The lump sum amount for this item shall be for furnishing all labor, materials, design, permitting, and equipment City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 19 Revised March 18, 2013 � �;. necessary to successfully construct the ozone generator building, including sub-base preparation, foundation, structural components, architectural details, HVAC, roofing, lighting, and permitting as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. Payment shall be made under: i. PROCESS EOUIPMENT Item No. 44 — Ozone Generator Building 39. Bid Item No. 45A — Furnish & Deliver RO Cartridge Filters — ODP Item a. ia c. Q Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the reverse osmosis cartridge filters system as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the reverse osmosis cartridge filters, including design, filters, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. Payment shall be made under: Item No. 45A — Furnish & Deliver RO Cartridge Filters — ODP Item 40. Bid Item No. 45C — Installation, Testing, Warranty a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the reverse osmosis cartridge filters as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pa, m� ent. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the reverse osmosis cartridge filters, including storage, filters, and appurtenances as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 45C — Installation, Testing, Warranty City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 20 Revised March 18, 2013 � c �* ,�, � � , , ' ' , � ' , ' r � r , � , , � r ' � IJ ' ' , ' ' u � � ' ' ' ' � 41 42. 43 Bid Item No. 46A — Furnish & Deliver RO HP Feed Pumps — ODP Item a. Q � Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the reverse osmosis high pressure feed pumps as included in the Contract Documents. The quantity to be paid for under tlus Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the reverse osmosis high pressure feed pumps, including design, motors, pumps, VFDs, and appurtenances as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. Payment shall be made under: i. Item No. 46A — Furnish & Deliver RO HP Feed Pumps — ODP Item Bid Item No. 46C — Installation, Testing, Warranty a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the reverse osmosis high pressure feed pumps as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the reverse osmosis high pressure feed pumps, including storage, motors, pumps, VFDs, and appurtenances as necessary to test, startup, and warranty and accomplish the work as shown on t he drawings and specified Contract Documents. Payment shall be made under: i. Item No. 46C — Installation, Testing, Warranty Bid Item No. 47A — Furnish & Deliver RO Skids — ODP Item a. Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the reverse osmosis membrane skids as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 21 Revised March 18, 2013 � � ' '� 44. 45. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the reverse osmosis membrane skids, including design, vessels, on-skid piping, sample ports, controls, instrumentation, membranes, valves, actuators, and appurtenances as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. At the completion of the project, this item will be deducted from the final contract amount. d. Payment shall be made under: Item No. 47A — Furnish & Deliver RO Skids — ODP Item Bid Item No. 47C — Installation, Testing, Warranty a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the reverse osmosis membrane skids as shown an the drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. b. Basis of Payment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the reverse osmosis membrane skids, including storage, vessels, on-skid piping, sample ports, controls, instrumentation, membranes, valves, actuators, and appurtenances as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 47C — Installation, Testing, Warranty Bid Item No. 48 — RO System Piping and Valves a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the reverse osmosis piping and valves as shown on the drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pa, m�The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the reverse osmosis system piping and valves, including pipe, fittings, pressure testing, cleaning, disinfection, restraints, mounting, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: Item No. 48 — RO System Piping and Valves City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 22 Revised March 18, 2013 ' , � ' i , ' ' ' ' � � ' ' ' � , ' � ��l�� L��F�� ' Ci J � � u� � � I1 , , ' � �I � 'u , ' ' [l , ' ' ' 46. Bid Item No. 49 — RO Clean-in-Place System a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the reverse osmosis clean-in-place system as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the reverse osmosis clean-in-place system, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, tanks, pump, tank heaters (with control panel), and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 49 — RO Clean-in-Place System 47. Bid Item No. SOA — Furnish & Deliver Ozone Generators and System — ODP Item a. i� c. �� Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the ozone generators, sidestream injection, and LOX storage systems as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa m�nt. The lump sum amount far this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the ozone generators, sidestream injection, and LOX storage systems, including piping, valves, actuators, injectors, degasifiers, generators, tanks, vaporizers, compressors, flash reactor, destruct units, control panels, instrumentation and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. Payment shall be made under: i. Item No. SOA — Furnish & Deliver Ozone Generators and System — ODP Item 48. Bid Item No. SOC — Installation, Testing, Warranty a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the ozone generators, sidestream injection, and LOX storage systems City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 23 Revised March 18, 2013 � 49. 50. as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the ozone generators, sidestream injection, and LOX storage systems, including piping, valves, actuators, injectors, degasifiers, generators, tanks, vaporizers, compressors, flash reactor, destruct units, control panels, instrumentation and appurtenances as necessary to test, startup, and warranty and accomplish the work as shown an t he drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. SOC — Installation, Testing, Warranty Bid Item No. 51 — Ozone Dissipation Chamber and Transfer Pump Wet Well a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the ozone dissipation chamber and transfer pump wet well as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the ozone dissipation chamber and transfer pump wet well, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, grading, foundation, concrete, reinforcement, stainless steel man-ways, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: Item No. 51 — Ozone Dissipation Chamber and Transfer Pump Wet Well Bid Item No. 52 — Ozone Piping, Valves, and Appurtenances �� L7 Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the ozone piping, valves, and appurtenances as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the ozone piping, valves, and appurtenances not covered under the ozone generators and system bid item, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 24 Revised March 18, 2013 � �" �.` . _. . ' , � , , ' ' ' ' � ' ' , ' ' ' ' ' LJ ' �� , � l _I , , , i� '� ; t � � ' � � ' ' 51 52 53. mounting, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: Item No. 52 — Ozone Piping, Valves, and Appurtenances Bid Item No. 53A — Furnish & Deliver Transfer Pumps — ODP Item .,� � r� Q Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the transfer pumps as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment• The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the transfer pumps, including motors, pumps, VFDs, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. Payment shall be made under: Item No. 53A — Furnish & Deliver Transfer Pumps — ODP Item Bid Item No. 53C — Installation, Testing, Warranty a. �� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the transfer pumps as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa m�ent. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the transfer pumps, including motors, pumps, VFDs, and appurtenances as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: Item No. 53C — Installation, Testing, Warranty Bid Item No. 54 — Transfer Pump Piping, Valves, and Appurtenances a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the transfer pump piping, valves, and appurtenances as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 25 Revised March 18, 2013 � 54. 55. 56. b. Basis of Pavment• The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the transfer pump piping, valves, and appurtenances, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: ' � � r--* IJ ' i. Item No. 54 — Transfer Pump Piping, Valves, and Appurtenances ' Bid Item No. 55 — Iron Treatment Filter Package a. L� Basis of Measurement. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to construct the iron treatment filter package as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to successfully construct the iron treatment filter package, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, tanks, pressure aerator, filter media, instrumentation, control panels, blowers, wiring, conduit and appurtenances as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. Payment shall be made under: i. Item No. 55 — Iron Treatment Filter Package Bid Item No. 56 — Backwash Pump Station a. G� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the backwash pump station as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment• The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the backwash pump station, including pipe, fittings, valves, restraints, mounting, pumps, motors, VFDs, float switches, wiring, conduit, lined wet wells, concrete, grout, man-ways, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 56 — Backwash Pump Station u � � ' ' , 1 � , li L�� Bid Item No. 57 — Antiscalant Chemical Equipment, Day Tanks, and � Piping City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 26 Revised March 18, 2013 � ., ., � ., » �. u � ' � � ' � L �i ' � � rf � ' ' � 57 58. a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to construct the antiscalant chemical equipment, day tanks, and piping as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the antiscalant chemical equipment, day tanks, and piping, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, tanks, transfer pump, pumps, solenoids, pump skids, control panels, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 57 — Antiscalant Chemical Equipment, Day Tanks, and Piping Bid Item No. 58 — Sodium Hypochlorite Chemical Equipment, Day Tanks, and Piping a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the sodium hypochlorite chemical equipment, day tanks, and piping as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the sodium hypochlorite chemical equipment, day tanks, and piping, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, tanks, transfer pump, pumps, motors, VFDs, pump skids, control panels, and appurtenances as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. Payment shall be made under: Item No. 58 — Sodium Hypochlorite Chemical Equipment, Day Tanks, and Piping Bid Item No. 59 — Ammonia Chemical Equipment, Day Tanks, and Piping a. � Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the ammonia chemical equipment, day tanks, and piping as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa. m�_The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the ammonia chemical equipment, day tanks, and piping, City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 27 Revised March 18, 2013 � 59 .1 � including pipe, fittings, valves, pressure testing, cleaning, disinfection, , restraints, mounting, tanks, transfer pump, pumps, solenoids, pump skids, control panels, and appurtenances as necessary to accomplish � the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 59 — Ammonia Chemical Equipment, Day Tanks, � and Piping Bid Item No. 60 — Caustic Chemical Equipment, Day Tanks, and Piping a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the caustic chemical equipment, day tanks, and piping as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa, m�The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the caustic chemical equipment, day tanks, and piping, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, tanks, bulk tank heaters, transfer pump, pumps, solenoids, pump skids, control panels, and appurtenances as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. Payment shall be made under: Item No. 60 — Caustic Chemical Equipment, Day Tanks, and Piping Bid Item No. 61 — Corrosion Inhibitor Chemical Equipment, Day Tanks, and Piping a. [:� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the corrosion inhibitor chemical equipment, day tanks, and piping as shown on the drawings. The quantity to be paid far under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount far this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the corrosion inhibitor chemical equipment, day tanks, and piping, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, tanks, pumps, solenoids, pump skids, control panels, tank mixer, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: � � � , � � � � � � i. Item No. 61 — Corrosion Inhibitor Chemical Equipment, � Day Tanks, and Piping City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � $��`i� �[y{+�li'��l�� Issue for Bid O1 20 00 - 28 Revised March 18, 2013 ' � � � � � � I� � ' � [� � � � ' ' � 61. Bid Item No. 62 — Bulk Chemical Storage Tanks a. Q c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the bulk chemical storage tanks as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the bulk chemical storage tanks, including tanks, level indicators, fittings, tie downs, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 62 — Bulk Chemical Storage Tanks 62. Bid Item No. 63 — Yard Piping, Valves, Fittings, and Appurtenances a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the yard piping, valves, and appurtenances as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa m�_The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the yard piping, valves, and appurtenances, including furnishing and installing all pipe by open cut, valves, valve boxes, backflow preventer assemblies, excavation, backfill, compaction, connecting/tie-ing into existing stubbed out pipes, connections/reconnections, couplings, polyethylene encasement for DI pipe, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing, shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw and potable water lines; erosion control; concrete encasement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. Payment shall be made under: Item No. 63 — Yard Piping, Valves, Fittings, and Appurtenances 63. Bid Item No. 64A — Furnish & Deliver High Service Pumps — ODP Item City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � F��S ��1��.�� Issue for Bid O1 20 00 - 29 Revised March 18, 2013 64. 65. a. Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the high service pumps as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the high service pumps, including motors, pumps, VFDs, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. At the completion of the project, this item will be deducted from the final contract amount. d. Payment shall be made under: Item No. 64A — Furnish & Deliver High Service Pumps — ODP Item Bid Item No. 64C — Installation, Testing, Warranty a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the high service pumps as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa my ent• The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the high service pumps, including motors, pumps, VFDs, and appurtenances as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 64C — Installation, Testing, Warranty Bid Item No. 65 — High Service Pump Piping, Valves, and Appurtenances a. L� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the high service pump piping, valves, and appurtenances as shown on the drawings. The quantity to be paid far under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the high service pump piping, valves, and appurtenances, including pipe, fittings, valves, pressure testing, cleaning, disinfection, restraints, mounting, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 30 Revised March 18, 2013 � "�° c . � � `J � � � � � ' � , � � � � � � � � � , � � .. 67 i. Item No. 65 — High Service Pump Piping, Valves, and Appurtenances Bid Item No. 66 — Finished Water GST (2.5 MG) a. b. � Basis of Measurement. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to construct the finished water ground storage tank as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully construct the finished water ground storage tank, including grading, concrete, grout, reinforcement, fittings, piping, painting, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 66 — Finished Water GST (2.5 MG) Bid Item No. 67 — Recoat Eacisting Finished Water GST (5.0 MG) a. b. c. ELECTRICAL Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to recoat the existing finished water ground storage tank as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully recoat the existing finished water ground storage tank, including surface preparation, paint, and finishing as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 67 — Recoat E�sting Finished Water GST (5.0 MG) 68. Bid Item No. 68A — Furnish & Deliver ATS — ODP Item a. [� Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the ATS as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the ATS, including all material as City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 31 Revised March 18, 2013 ;. �� .� .� ,� . 70. 71. i necessary to accomplish the work as shown on t he drawings and . � specified Contract Documents. c. At the completion of the project, this item will be deducted from the � final contract amount. d. Pavment shall be made under: i. Item No. 68A — Furnish & Deliver ATS — ODP Item Bid Item No. 68C — Installation, Testing, Warranty .� � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the ATS as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be far furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the ATS, including all material and work as necessary to test, startup, and warranty and accomplish the work as shown on t he drawings and specified Contract Documents. Payment shall be made under: Item No. 68C — Installation, Testing, VV arranty Bid Item No. 69 — Wiring and Conduit, Pull Boxes, Wiring Devices a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to construct/install the wiring, conduit, pull boxes, and wiring devices as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully construct/install the wiring, conduit, pull boxes, and wiring devices, including wire, conduit, pull boxes, connections, terminals, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 69 — Wiring and Conduit, Pull Boxes, Wiring Devices Bid Item No. 70 — MDP PNLs, MCC's a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the MDP PNLs and MCCs as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 32 Revised March 18, 2013 � . � ,. � , .� �, �. � � �� ' � � � � �� 72 73. b. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully install the MDP PNLs and MCCs, including all materials as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. i. Item No. 70 — MDP PNLs, MCC's Bid Item No. 71— VFDs a. � Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the VFDs as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully install the VFDs, including installation of VFDs included with other bid items and all materials as necessary to accomplish the work as shown on the drawings and specified Contract Documents. i. Item No. 71— VFDs Bid Item No. 72A — Furnish & Deliver Emergency Generator — ODP Item a. � � Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the emergency generator as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the emergency generator, including generator, enclosure, controls, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. i. Item No. 72A — Furnish & Deliver Emergency Generator — ODP Item 74. Bid Item No. 72C — Installation, Testing, Warranty � a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the emergency generator as shown on the drawings. The quantity to be � paid for under this Item shall be measured as a lump sum quantity. ' 0 City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 33 Revised March 18, 2013 � ��i�� €�K��i�� 75. 76. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the emergency generator, including generator, enclosure, controls, appurtenances, all material, and work as necessary to test, startup, and warranty and accomplish the work as shown on t he drawings and specified Contract Documents. c. Payment shall be made under: i. Item No. 72C — Installation, Testing, VVarranty Bid Item No, 73A — Furnish & Deliver Fuel Storage Tank — ODP Item a. Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the emergency generator fuel storage tank as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the emergency generator fuel storage tank, including the fuel tank and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. At the completion of the project, this item will be deducted from the final contract amount. i. Item No. 73A — Furnish & Deliver Fuel Storage Tank — ODP Item Bid Item No. 73C — Installation, Testing, Warranty a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the emergency generator fuel storage tank as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa mY ent• The lump sum amount for this item shall be for furnishing unloading and properly stare prior to installation, all labor, materials, and equipment necessary to successfully install the emergency generator fuel storage tank, including the fuel tank, appurtenances, concrete slab, all material, and work as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Docuinents. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 34 Revised March 18, 2013 � • ., . � �, � , � L_J � � � � � � � � � � � � � � � � � � � � LJ � � 77 78. 79 80. c. Payment shall be made under: Item No. 73C — Installation, Testing, Warranty Bid Item No. 74 — Lighting and Power Panels and UPS a. b. Basis of Measurement. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to construct/install the lighting, power panels, and UPS as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa m�_The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary to successfully construct/install the lighting, power panels, and UPS, including fixtures, panels, all materials, and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. i. Item No. 74 — Lighting and Power Panels and UPS Bid Item No. 75 — Lightning Protection a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct the lightning protection as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully construct the lightning protection, including all materials and work as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. i. Item No. 75 — Lightning Protection Bid Item No. 76 — Site Lighting a. L:� Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the site lighting as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa my ent. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully install the site lighting, including fixtures, bulbs, elements, connection, all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. i. Item No. 76 — Site Lighting Bid Item No. 77 — Permitting, Testing, Studies City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 35 Revised March 18, 2013 � � a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to conduct the electrical system permitting, testing, and studies as shown on t he drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a ltunp sum quantity. b. Basis of Pa m�The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully conduct the electrical system permitting, testing, and studies, including all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. i. Item No. 77 — Permitting, Testing, Studies INSTRUMENTION. CONTROLS. AND SCADA 81. Bid Item No. 78A — Furnish & Deliver Magmeters — ODP Item 82 a. L� Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the magmeters as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa, m�The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the magmeters as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the iinal contract amount. � � � � � � � i. Item No. 78A — Furnish & Deliver Magmeters — ODP Item � Bid Item No. 78C — Installation, Testing, Warranty .� �� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the magmeters as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa, m�The lump sum amount for this item shall be for furnishing unloading and properly store prior to �nstallation, all labor, materials, and equipment necessary to successfully install the magmeters, including all material and work as necessary as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 78C — Installation, Testing, Warranty City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � }'�E��;� ��#��y��, Issue for Bid O1 20 00 - 36 Revised March 18, 2013 � �� , � � �� r � 83. 84. 85 Bid Item No. 79 — Pressure transmitters/switches/gages/ultrasonic level sensors and transmitters a. L:� Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the pressure transmitters, switches, gages, ultrasonic level sensors and transmitters as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully install the pressure transmitters, switches, gages, ultrasonic level sensors and transmitters, including all materials and work as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. i. Item No 79 — Pressure transmitters/switches/gages/ ultrasonic level sensors and transmitters Bid Item No. 80A — Furnish & Deliver Controllers & Analyzers — ODP Item a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the controllers and analyzers as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the controllers and analyzers, including analyzers for chlorine, turbidity, ammonia, monochloramine, conductivity, and pH, and all materials as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. Item No. 80A — Furnish & Deliver Controllers & Analyzers — ODP Item Bid Item No. 80C — Installation, Testing, Warranty a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the controllers and analyzers as shown on the drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. b. Basis of Pa m� ent. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 37 Revised March 18, 2013 � 86 87. 88. c materials, and equipment necessary to successfully install the controllers and analyzers, including analyzers for chlorine, turbidity, ammonia, monochloramine, conductivity, and pH, a11 materials and work as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 80C — Installation, Testing, W arranty Bid Item No. 81— Programming, Integration and Start-up �� [� Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to program, integrate, and start-up all instrumentation and communication equipment as shown on t he drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to successfully program, integrate, and start-up all instrumentation and communication equipment, including plant, wells, and external integration, all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. i. Item No. 81— Programming, Integration and Start-up Bid Item No. 82A — Furnish & Deliver Citect SCADA and Historian Software — ODP Item a. Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the Citect SCADA and historian software as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa, m�nt. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully fi.irnish and deliver the Citect SCADA and historian software as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. At the completion of the project, this item will be deducted from the final contract amount. Item No. 82A — Furnish & Deliver Citect SCADA and Historian Software — ODP Item Bid Item No. 82C — Installation, Testing, Warranty a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� ,� Issue for Bid O1 20 00 - 38 Revised March 18, 2013 � � � � Li � � � � � � � � � � � � � � � � � � � �J � , � ' 89. .� � c. properly store priar to installation, install, test, startup, and warranty the Citect SCADA and historian software as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the Citect SCADA and historian software, including all material and work as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 82C — Installation, Testing, Warranty Bid Item No. 83 — Servers and Racks a. b. c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the servers and racks as shown on t he drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the servers and racks, including all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Bid Item No. 83 — Servers and Racks Bid Item No. 84A — Furnish & Deliver Ethernet Switches/Autodialer/ Printers — ODP Item a. Q r•� Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the ethernet switches, autodialer, and printers as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the ethernet switches, autodialer, and printers as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. i. Item No. 84A — Furnish & Deliver Ethernet Switches/ Autodialer/Printers — ODP Item City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 39 Revised March 18, 2013 � � � 91. 92. 93 Bid Item No. 84C — Installation, Testing, Warranty a. i� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the ethernet switches, autodialer, and printers as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa m�t_The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the ethernet switches, autodialer, and printers, including all material and work as necessary to test, stariup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: Item No. 84C — Installation, Testing, W arranty Bid Item No. 85 — Fiber Patch Panels/Cabinets/Terminations a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the fiber patch panels, cabinets, and terminations as shown on t he drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pa mY ent. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the fiber patch panels, cabinets, and terminations, including all materials and work as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. Payment shall be made under: � � � � I� i. Bid Item No. 85 — Fiber Patch Panels/Cabinets/ � Terminations Bid Item No. 86 — SCADA workstations a. L� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the SCADA workstations as shown on the drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa, m�The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the SCADA workstations, including all materials, less computers that will be purchased by Owner, and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Bid Item No. 86 — SCADA workstations City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 40 Revised March 18, 2013 . � � � �� r � ,' LJ � � � � � � LJ � � � � � , a 94. 95. .� Bid Item No. 87A — Furnish & Deliver Plant MCP, CIP Control Panel, and Radio Panel — ODP Item a. � c. Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the plant MCP, C IP control panel, and radio panel as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the plant MCP, CIP control panel, and radio panel as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. i. Item No. 87A — Furnish & Deliver Plant MCP, CIP Control Panel, and Radio Panel — ODP Item Bid Item No. 87C — Installation, Testing, Warranty F� � Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the plant MCP, CIP control panel, and radio panel as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the plant MCP, CIP control panel, and radio panel, including all material and work as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 87C — Installation, Testing, Warranty Bid Item No. 88A — Furnish & Deliver Plant LCP No. 1 PLC Equip — ODP Item a. � Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the Plant LCP No. 1 e quipment as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 41 Revised March 18, 2013 � � 97 98 successfully furnish and deliver the Plant LCP No. 1 e quipment as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. c. At the completion of the project, this item will be deducted from the final contract amount. Item No. 88A — Furnish & Deliver Plant LCP No. 1 PLC Equip — ODP Item Bid Item No. 88C — Installation, Testing, Warranty a. L� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the Plant LCP No. 1 e quipment as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pa, m�The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the Plant LCP No. 1 equipment, including all material and work as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 88C — Installation, Testing, Warranty Bid Item No. 89A — Furnish & Deliver Plant LCP No. 2 PLC Equip — ODP Item a. L7 r� Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver Plant LCP No. 2 equipment as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pa, m�The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the Plant LCP No. 2 e quipment as necessary to accomplish the work as shown on t he drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. Item No. 89A — Furnish & Deliver Plant LCP No. 2 PLC Equip — ODP Item 99. Bid Item No. 89C — Installation, Testing, Warranty City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��t�� [��{�� Issue for Bid O1 20 00 - 42 Revised March 18, 2013 � ,, � ,� � � �� J �� _ � �� u � � � , � � �� r� Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the Plant LCP No. 2 e quipment as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pa m� ent. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the Plant LCP No. 2 equipment, including all material and work as necessary to test, startup, and warranty and accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Item No. 89C — Installation, Testing, Warranty 100. Bid Item No. 90A — Furnish & Deliver Remote Wells and Interconnect PLC Equip and Radio Panels — ODP Item a. � c Basis of Measurement. The lump sum amount for this item shall be for furnishing and delivering to the site the equipment necessary as required in the Owner Direct Purchase (ODP) documents included in the Appendix Section to deliver the remote wells and interconnect PLC equipment and radio panels as included in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully furnish and deliver the remote wells and interconnect PLC equipment and radio panels as necessary to accomplish the work as shown on the drawings and specified Contract Documents. At the completion of the project, this item will be deducted from the final contract amount. i. Item No. 90A — Furnish & Deliver Remote Wells and Interconnect PLC Equip and Radio Panels — ODP Item 101. Bid Item No. 90C — Installation, Testing, Warranty a. L� Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to unload and properly store prior to installation, install, test, startup, and warranty the remote wells and interconnect PLC equipment and radio panels as shown on the drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Pavment. The lump sum amount for this item shall be for furnishing unloading and properly store prior to installation, all labor, materials, and equipment necessary to successfully install the remote wells and interconnect PLC equipment and radio panels, including all City of Clearwater VE�TP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 43 Revised March 18, 2013 � � � material and work as necessary to test, startup, and warranty and , accomplish the work as shown on the drawings and specified Contract Documents. � c. Payment shall be made under: i. Item No. 90C — Installation, Testing, Warranty 102. Bid Item Nos. 45B, 46B, 47B, 50B, 53B, 64B, 68B, 72B, 73B, 78B, 80B, 82B, 84B, 87B, 88B, 89B, 90B — Sales Tax Savings a. This item is for the sales taxes associated with the purchasing of the ODP item. At the completion of the project, this item will be deducted from the final contract amount. i. ii. iii. iv. v. vi. vii. viii. ix. x. Xl. Xll. Xlll. X1V. xv. xvi. xvii. Bid Item No. 45B — Sales Tax Savings Bid Item No. 46B — Sales Tax Savings Bid Item No. 47B — Sales Tax Savings Bid Item No. SOB — Sales Tax Savings Bid Item No. 53B — Sales Tax Savings Bid Item No. 64B — Sales Tax Savings Bid Item No. 68B — Sales Tax Savings Bid Item No. 72B — Sales Tax Savings Bid Item No. 73B — Sales Tax Savings Bid Item No. 78B — Sales Tax Savings Bid Item No. 80B — Sales Tax Savings Bid Item No. 82B — Sales Tax Savings Bid Item No. 84B — Sales Tax Savings Bid Item No. 87B — Sales Tax Savings Bid Item No. 88B — Sales Tax Savings Bid Item No. 89B — Sales Tag Savings Bid Item No. 90B — Sales Tax Savings 103. Bid Item No. 91— Radios/antennas a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct/install the radios and antennas as shown on the drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. b. Basis of Pavment. The lump sum amount for this item shall be for furnishing all labar, materials, and equipment necessary to construct/install the radios and antennas, including all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. c. Payment shall be made under: i. Bid Item No. 91— Radio/antennas City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 44 Revised March 18, 2013 � � � � � � � � � � � � � �� 1��!#�� ._. � � � � � � � � � � � � , � � � LJ 104. SECURITY Bid Item No. 92 — Yagi & Omni Antenna/cables a. [:� c. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the Yagi and Omni radios and antennas as shown on t he drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a lump sum quantity. Basis of Payment. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to install the Yagi and Omni radios and antennas, including all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Bid Item No. 92 — Yagi & Omni Antenna/cables 105. Bid Item No. 93 — Furnish and Install Security Poles and Conduit/Wire a. Basis of Measurement. The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct/install the security poles and security conduit and wire as shown on the drawings and specified in the Contract Documents. The quantity to be paid for under this Item shall be measured as a 1 ump � c. ALLOWANCES sum quantity. Basis of Pa, m�nt_The lump sum amount for this item shall be for furnishing all labor, materials, and equipment necessary to construct/install the security poles and security conduit and wire s, including all materials and work as necessary to accomplish the work as shown on the drawings and specified Contract Documents. Payment shall be made under: i. Bid Item No. 93 — Furnish and Install Security Poles and Conduit/Wire 106. Bid Item No. 94 — Controls Console Unit(s) a. � Description. This allowance is to be used for payment to the controls console unit manufacturer/vendor for providing the new controls console unit for the new water treatment plant. Contractor shall be responsible for coordination of work with TBC Consoles for furnishing, delivery and setup of the controls console unit. Receipt of payment by Contractor will be required for reimbursement by the City. No contractor markup will be paid for under this bid item. Payment shall be made under: Bid Item No. 94 — Controls Console Unit(s) City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid Ol 20 00 - 45 Revised March 18, 2013 � 107. Bid Item No. 95 — Greenfield Environmental Asbestos Removal 108 a. L:� Description. This allowance is to be used for payment to Greenfield Environmental, Inc. for designing, managing and removal of asbestos during the demolition of the existing water treatment plant. Contractor shall be responsible for coordination of work with Greenfield Environmental, who will design, manage and monitor the asbestos removal for the existing Water Treatment Plant. The Contractor shall complete all necessary wark not included in Greenfield Environmental's cost proposal to assist in the removal of any asbestos items. Receipt of payment by Contractor will be required for reimbursement by the City. No contractor markup will be paid for under this bid item. Payment shall be made under: � � � � � � i. Bid Item No. 95 — Greenfield Environmental Asbestos � Removal Bid Item No. 96 — Owner's 2.5% Contingency a. All contingency work covered by this item includes furnishing all labor, materials, equipment and services required consisting of unforeseen items of work not included in other bid items but necessary for accomplishing the work and shall apply only to extra work as approved by the Owner, or additional items over and above those specified in the Contract Documents. The cost of this additional work shall be agreed upon in writing and approved by the Owner's Project Representative prior to starting this additional work. The lump sum bid for contingency shall equal two and a half percent (2.5%) of the subtotal of the Bid Items 1 through 94 rounded up to the nearest cent. In case of mathematical error on the bidder's part, the Contingency Bid Item will be adjusted up or down to equate to 2.5% of this subtotal. b. Payment shall be made under: Item No. 95 — Owner's 2.5% Contingency BID ALTERNATE: 109. Bid Item No. Al — Concentrate GST (1.5 MG) a. This additive bid alternate includes the construction of the 1.5 MG Concentrate Ground Storage Tank, electrical works, instrumentation and controls mounted on the tank. lf Alternate� Bid Item A1 is not selected by the Owner, the Contractor process piping to and from the tank shall be termination and capped for future connect to feed/discharge piping at the Concentrate �3lending Assemble. Electrical and control conduit and pull string shall be provided and terminated in pull box within 3 f eet of future connections. T he City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 46 Revised March 18, 2013 � � � �� `� � � � � � ' � � , � � � � ' � � , � � � � � ' 110. alternate shall include revised site grading, drainage, and sodding in lieu of a concrete pad and tank sidewalks as approved by the Engineer. b. Basis of Measurement. The lump sum amount for this item shall be for furnishing all design, labor, materials, and equipment necessary for mobilization/demobilization to construct the concentrate ground storage tank as shown on t he drawings. The quantity to be paid for under this Item shall be measured as a lump sum quantity. c. Basis of Pa m�The lump sum amount for this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully construct the concentrate ground storage tank, including grading, concrete, grout, reinforcement, fittings, piping, painting, and appurtenances as necessary to accomplish the work as shown on the drawings and specified Contract Documents. d. Payment shall be made under: Item No. Al — Concentrate GST (1.5 MG) Bid Item No. Dl — Additional Ninety (90) Day Contract Period a. [� c. �� This deductive bid alternate includes adding ninety (90) additional. calendar days to the Contract Period in an effort to allow construction to be completed in a more efficient manner thereby reducing the over- all project cost. If Alternate Bid ltem D1 is selected by the Owner, the Contract Period would be extended an additional ninety (90) calendar days. Basis of Measurement. The lump sum amount for this item shall be the dollar amount to be reduced from the Bidder's Grand Total. The quantity to be paid for under this Item shall be measured as a 1 ump sum quantity. Basis of Pa mY ent• The lump sum amount far this item shall be for furnishing all labor, materials, design, and equipment necessary to successfully accomplish all work as shown on t he drawings and specified Contract Documents over an extended periad of time. Payment shall be made under: i. Item Na A2 — Additional Ninety (90) Day Contract Period PART 2 - PRODUCTS (NOT U5ED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid O1 20 00 - 47 Revised March 18, 2013 � �� 1 � SECTION 331216 UNDERGROUND VALVES AND PIPING APPURTENANCES PART1- GENERAL � 1.01 � � � � ' � � � , �� : C. DESCRIPTION 1. Scope of Work: The scope of work includes the furnishing of all labor, materials, equipment and appurtenances required for the complete installation of all valves and associated appurtenances as shown on the Drawings and as specified herein. 2. Type and location of fitting shall be determined by the Contractor and designed by the Contractor in accordance with these specifications at no additional cost to the Owner. Fitting as shown in the drawings are for general reference arid should be used as general guidance. 3. Where specialty fittings or fittings requiring long lead time are shown on drawings, the Contractor may substitute a combination of fittings that make up the configuration in accordance with the intent of the drawings. Contractor shall submit such changes for Engineer approval. A dditional fittings or combination of fittings shall be furnished and installed at no additional cost to the Owner. Related Work Described Elsewhere 1. 2. 3. Section 09 91 01- Piping, Valve, and Equipment Identification System Section 33 11 16 — Underground Piping and Fittings Section 40 OS 16 — Pipe Hangers and Supports 4. City of Clearwater Technical Specifications (Section IV) General Design 1. The provision, installation, and testing of all piping, fittings, valves, and other accessories shall be in accordance with the latest edition of the City of Clearwater Technical Specifications and the specifications herein. I f a discrepancy exists between these specifications and the City's standard documents, the more stringent documents govern. 2. 3 All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of water, depending on the application. The equipment includes, but is not limited to the following: a. Gate Valves ' b. Butterfly Valves c. Stainless Steel Butterfly Valves � � City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued far Bid 33 12 16 - 1 Revised March 18, 2013 � � d. e. f. h. i. k. Plug Valves Stainless Steel Plug Valves Hydrants Rigid Pipe Couplings Joint Restraints Tapping Sleeves and Valves Pipe Trenches Accessories 1.02 QUALITY ASSURANCE A. All of the valves and appurtenances specified herein shall he products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished. T he equipment shall be designed, constructed and installed in accordance with standard practices and methods and shall comply with these specifications as applicable. 1.03 SUBMITTALS , ' � � ' � � � A. In accordance with Section O1 33 00, submit manufacturer's product literature for all equipment to demonstrate compliance with this Specification and information on the � Drawings. 1.04 DELIVERY, STORAGE, AND HANDLING � A. The equipment provided under this section shall be shipped, handled and stored in accordance with the Manufacturer's written instructions and in accordance with � Section O1 61 00. 1.05 A. WARRANTY AND GUARANTEES Provide manufacturer's standard equipment wananties. PART 2 - PRODUCTS 2.01 A. B. GENERAL Valves shall include the required accessories such as operators, actuators, extension stems, etc. necessary for proper operation. All valves and appurtenances shall be of the size shown on the Drawings. All similar type valves shall be from the same manufacturer. C� , � � ' C. All valves and appurtenances shall have the name of the manufacturer and the � working pressure for which they are rated cast in raised letters upon the body. City of Clearwater � WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � #�� gy��j�� Issued for Bid 33 12 16 - 2 Revised March 18, 2013 � , , r , � � ' � � L Valves shall be installed in valve boxes. Valve boxes shall be in accordance with this specification. Materials 1. All wetted materials shall be NSF 61 approved. Manufacturer's shall submit an affidavit with the product literature indicating NSF 61 approval, in accordance with Rule 62-555.320(3) Florida Administrative Code. 2. Brass and bronze valve components and accessories that have surfaces in contact with water to be alloys containing less than 16 pe rcent zinc and 2 percent aluminum. 3. Approved alloys are of the following ASTM designations: � L:� B61, B62, B98 (Alloy UNS No. C65100, C65500, or C66100), B 139 (Alloy UNS No. C51000), B584 (Alloy LJNS No. C90300 or C94700), B 164, B 194, and B 127. Stainless steel Alloy 18-8 may be substituted for bronze. 2.02 GATE VALVES , A. Valves shall be mechanical joint NRS resilient wedge type rated for 250 p.s.i., cold water non-shock working pressure and shall meet or exceed AWWA C515. Valve body, bonnet, wedge and operating nut shall be constructed of ductile iron. The � exterior of the ductile iron wedge shall be fully encapsulated with EPDM rubber. The wedge shall be symmetrical and seal equally well with flow in either direction. �� I � � � � u , � B. Discs of valves shall be operated by methods which will allow operation in any position with respect to the vertical. Gate valves for interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4- inches and larger, buried in earth shall be equipped with 2-inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). The gate valve stems and wedge nuts shall be copper alloy and the NRS stems shall have an integral thrust collar. T he wedge nut shall be independent of the wedge and held in place on three sides by the wedge. C � E. The manufacturer's name and pressure rating shall be cast in raised letters on the valve body. Valves shall be NSF 61 certified. Operating nuts shall be constructed of ductile iron and shall have four flats at stem connection to assure even input torque to the stem. F. All gaskets shall be pressure energized O-ring type seals. S tems shall be sealed by three (3) O-rings. The top two o-rings shall be replaceable with valve fully open and while subject to full rated working pressure. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � }��1�� +i�0�d�:��l�� Issued for Bid 33 12 16 - 3 Revised March 18, 2013 � � Valves shall have thrust washers located with one (1) above and one (1) below the , thrust collar to assure trouble-free operation of the valve. H. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating, complying with ANSUAWWA C550, applied electrostatically prior to assembly. Two Inch Diameter and smaller: Not allowed. These should be approved ball valves. J. Three Inch Diameter: Not allowed. K. Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16-inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSUA.W.W.A. Standard Specification C509-515 latest revision. These valves shall include the following features consistent with C509-515, full opening unobstructed waterway, zero leakage at 200 p.s .i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistant bronze or stainless steel nonrising stem with O ring bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve body.. L. Larger than Sixteen Inch Diameter: Gate valves larger than 16-inch shall be suitable for the service intended and shall be resilient seated gate valves encapsulated with EPDM rubber in conformance with ANSUAWWA. These valves shall include the following features consistent with C509-80, full opening unobstructed waterway, zero leakage at 200 psi differential pressure. All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers, bronze or babbitt tracks and scrapers and valved by-pass. M. W 2.03 Valves 16" and larger shall have bevel gear side actuators. Acceptable valve manufacturers shall be Pratt, Tyco or Homestead. BUTTERFLY VALVES A. Butterfly valves 16 inches in size and larger, shall be Class 150-B in conformance with ANSUAWWA C504, latest revision, and designed for a minimum working pressure of 150 ps i. Butterfly valves shall be of the tight closing rubber seat type. Valves shall be bubble tight with 150 psi on the upstream side of the valve and 0 psi on the downstream side and shall be satisfactory for applications involving valve operation after long periods of inactivity. Valve discs shall rotate 90 degrees from the fully open position to the fully closed position. B. Valve bodies shall be constructed of high-strength cast iron conforming to ASTM A126, Class B. Buried "valves shall have integrally cast mechanical joint ends as specified for ductile iron pipe and above-ground valves shall have cast iron flanges. End flanges shall conform in dimensions and drilling to ANSI B16.1, Class 125. Two Trunnions for shaft bearings shall be integral with each valve body. Valve body City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 33 12 16 - 4 Revised March 18, 2013 °w �e�� y� L1 � u � , � � � � C� � � � ' ' � , � � ;� i � � , � L__1 � ' � , �� , , � thickness shall be in strict accordance with ANSUAWWA C504 latest revision for Class 150-B valves. C. Valve seat rings shall be constructed of Type 304 stainless steel. Seating edges of the seat ring shall be smooth and polished. The seat ring shall be capable of compensating for changes in direction of flow to assure a bubble tight seal in either direction. D. Valve discs shall be solid (no cores) for 24-inch and smaller valves, and shall be either solid or hollow core for valves greater than 24-inch. Discs shall be constructed of ductile iron ASTM A536, Grade 65-45-12. Valve disc shall be of the offset design to provide 360 degree uninterrupted seating. E. Valve shafts may consist of a one piece unit extending completely through the valve disc bearings and into the operating mechanism or may be of the "stub shaft" type, which comprises two separate shafts inserted into the valve disc hubs. If used, stub shafts shall extend a minimum of 1 1/ 2 shaft diameters into the valve disc hubs. Valve shafts shall be constructed of ASTM A276, Type 304 s tainless steel or a stainless steel with greater overall corrosion and oxidation resistance. The minimum shaft diameter shall conform to ANSI/AWWA C504, latest revision for Class 150B valves. The valve disc shall be attached to the shaft by means of "O" ring sealed taper pins. The valve shaft seal shall consist of "O" rings in bronze cartridge or self adjusting nitrile Vee-type ring seals. F. Valve seats shall be of a conosion and chloramine resistant synthetic rubber compound bonded to a high grade stainless steel retaining ring and secured to the valve disc by Type 304 stainless steel set screws or shall be molded in, vulcanized, and bonded to the body. Seats bonded to the body shall withstand a 75-pound pull tested in accordance with ASTM D429, Method B. The valve seat shall be adjustable and replaceable in the field without dismantling operator, disc, or shaft. G. Valve shafts shall be fitted with sleeve-type bearings. Bearings shall be corrosion resistant and self-lubricating (Nylon or Teflon). Bearings shall be designed for a pressure not exceeding the published design load for the bearing material, or 1/5 of the compressive strength of the bearing or shaft material. H. All butterfly valves shall open left or counter-clockwise when viewed from the stem. Automatic valve operators shall have motorized valve actuators as specified hereinafter. Manual valve operators shall be of the worm gear or traveling nut type and shall be fully enclosed. All operators shall have adjustable mechanical stop limiting devices to prevent over travel of disc. Should an adjustment of the disc be required to maintain a bubble tight seal, this adjustment shall be made externally without removing the operator housing cover. The operator shall be designed such that all adjustments can be made under pressure and without the possibility of dirt getting into the operator lubricant. Any adjustments through the lower shaft will not be acceptable. Units furnished for buried service shall be fully gasketed and grease packed. Manual valves located above ground shall be equipped with handwheel or City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 33 l 2 16 - 5 Revised March 18, 2013 � chainwheel operators and shall have a suitable indicator arrow to give valve position from fully open to fully closed. Buried butterfly valves shall be furnished with 2-inch square AWWA nut operator with valve box and cover. Operator components shall, at the extreme operatar positions, withstand without damage a pull of 200 lbs. for handwheel or chainwheel operators or an input torque of 300 ft.-lbs. for operating nuts. I. Interior of valve body and valve disc except for valve seat and stainless steel valve seat ring shall be coated with a fusion bonded or thermosetting epoxy coating in accordance with AWWA C550, latest revision. Coating shall be holiday-free, NSF approved, with a minimum thickness of 16 mils. Surfaces shall be clean, dry, and free from rust and grease before coating. J. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating, complying with ANSUAWWA C550, applied electrostatically prior to assembly. K. Prior to shipment from the factory, hydrostatic and leakage tests shall be conducted for each butterfly valve. Hydrostatic and leakage tests shall be conducted in strict accordance with ANSI/AWWA C504, latest revision, and results shall be submitted to the Engineer. L 2.04 Acceptable valve manufacturers shall be Pratt or Homestead. STAINLESS STEEL BUTTERFLY VALVES A. All valves shall be capable of bi-directional, drop tight service to rated pressure, conforming to the design standards of ANSI B 16.34 steel valves and ANSI B 16.5 flange mating. Butterfly valves shall be Class 150-B in conformance with ANSUAWWA C504, latest revision, and designed for a minimum working pressure of 150 psi. B. The valve body shall be constructed of stainless steel ASTM .A351, Grade CFBM, wafer (or lug wafer) design for installation between ANSI B 16.5 flanges 150#. Laying length shall conform to MSS-SP67, latest revision. C. � E. Valve seat shall be PTFE, retained in the body and be replaceable without removing the disc or stem. The disc shall be constructed of stainless steel A351-CF8M and shall be offset to provide uninterrupted 360-degree seating. Valve shafts shall be 17-4 stainless steel. At the operator end of the valve shaft, a packing gland utilizing "V" type chevron packing shall be utilized. F. Valves shall be tested in accordance with ANSI B 16.104 Class V. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��j�� ,��`, Issued for Bid 33 12 16 - 6 Revised March 18, 2013 � � � I_ ,' ' r ' � ' � ' � �� , � , , � ' I� ' , � , � � � � � , � � , � ' G 2.05 Valves shall be Pratt Series 400 A NSI 150 with sealed buried service gear or approved equal. PLUG VALVES A. Plug valves shall be of the non-lubricating, eccentric type and shall be designed for a working pressure of 175 psi for valves 12" and smaller, 150 psi for valves 14" and larger. Valves shall provide tight shut-off at rated pressure. Valves shall have round port design or rectangular port design. The plug valve body shall be cast iron ASTM A126 Class B with welded-in overlay of 90% nickel alloy content onall surfaces contacting the face of the plug. Sprayed, plated, nickel welded rings or seats screwed into the body are not acceptable. B. The valve plug shall be ASTM A-536, Grade 65-45-12 ductile iron, in valve sizes up to 20", and ASTM A126 Class B cast iron in sizes 24" and larger. The plugs shall be of one piece solid construction with PTFE thrust bearings on upper and lower bearing journals to reduce torque and prevent dirt and grit from entering the bearing seal area. � Q Mechanical joint ends shall be in compliance with AWWA/ANSI C-111-92. All valves shall be capable of being "pigged" with a soft pig if required. E. Plug valve shall be furnished with a replaceable, permanently lubricated sleeve type bearings conforming to AWWA C517-09. Bearings shall be of sintered, oil impregnated type 316 stainless steel ASTM A-743 Grade CF-8M. Valves shaft seals shall be of the "U" cup type, in accordance with AWWA C517. Seals shall be self- adjusting and repackable without moving the bonnet from the valve. F. All valves should be equipped with a 2" square nut for use with an extended "T" handles. Valve actuators shall be fully grease packed and have stops in the open/close position. 8" and larger valves shall be provided with worm gear type manual actuators. The actuator shall have a mechanical stop which will withstand an input torque of 4501bs. against the stop. The actuator shall be able to provide 1.25 times the required operating torque under fizll rated line pressure combined with a flow velocity of 8 feet per second. G. Valves shall be designed to shut off bubble tight at 175 psi for valves 2-1/2" to 12" and 150 psi for 14" and larger. Each valve shall be given a hydrostatic and seat test with the test results being certified and certified copies of Proof-of-Design test reports shall be furnished as outlined in AWWA C-517-09 Section 5.2.2. H. Plug valves shall be coated on t he interior and exterior with 8 mils of two part thermo-setting epoxy. Coating to be approved by engineer. I. Acceptable valve manufacturers shall be Pratt, Milliken or DeZURIK. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� I�ir�� Issued for Bid 33 12 16 - 7 Revised March 18, 2013 2.06 STAINLESS STEEL PLUG VALVES A. Plug valves shall be of the non-lubricating, eccentric type and shall be designed for a working pressure of 175 psi for valves 12" and smaller, 150 ps i for valves 14" and larger. Valves shall provide tight shut-off at rated pressure. Valves shall have round port design or rectangular port design. The plug valve body shall be of CF8M (316 stainless steel). Valves shall be furnished with 316 stainless steel seat in accordance with AWWA C-517-09. B. The valve plug shall be of CF8M (316 stainless steel). T he plugs shall be of one piece solid construction with PTFE thrust bearings on upper and lower bearing journals to reduce torque and prevent dirt and grit from entering the bearing seal area. C. Di Valve flanges shall be in strict accordance with ANSI B 16.1, Class 125/150. All valves shall be capable of being "pigged" with a soft pig if required. E. Plug valve shall be furnished with a replaceable, permanently lubricated sleeve type bearings conforming to AWWA C517-09. Bearings shall be of sintered, oil impregnated type 316 stainless steel ASTM A-743 Grade CF-8M. Valves shaft seals shall be of the "U" cup type, in accordance with AWWA C517. Seals shall be self- adjusting and repackable without moving the bonnet from the valve. F. All valves should be equipped with a 2" square nut for use with an extended "T" handles. Valve actuators shall be fully grease packed and have stops in the open/close position. 8" and larger valves shall be provided with worm gear type manual actuators. The actuator shall have a mechanical stop which will withstand an input torque of 4501bs. against the stop. The actuator shall be able to provide 1.25 times the required operating torque under full rated line pressure combined with a flow velocity of 8 feet per second. G. Valves shall be designed to shut off bubble tight at 175 psi far valves 2-1/2" to 12" and 150 psi for 14" and larger. Each valve shall be given a hydrostatic and seat test with the test results being certified and certified copies of Proof-of-Design test reports shall be furnished as outlined in AWWA C-517-09 Section 5.2.2. H. Acceptable valve manufacturers shall be Homestead, Pratt, Milliken or DeZURIK. 2.07 HYDRANTS A. No other hydrants, other than those listed below, may be used in extension to or replacement of the City of Clearwater potable water system: • Kennedy Guardian #K 81D Fire Hydrant, • Mueller Super Centurion 25 Fire Hydrant • AVK Nostalgic 2780. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 33 12 16 - 8 Revised March 18, 2013 � �;, •, � , � «� �; ' � � ' ' r , � ' � � , � ' � ' , ' ' , � ' , � , � � U � � , � , I _� ' � ' ' • American Darling B-84-B. No substitutions shall be allowed without the approval of the City of Clearwater. B. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modifications: 1. All shipments to be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Standard C-502 latest revision and must be UL/FM listed. 3. "Hydrants shall be of the compression type, closing with line pressure. 4. The operating threads will be contained in an operating chamber sealed at the top and bottom with an O-ring seaL The chamber will contain a lubricating grease or oil. 5. Hydrants shall be of the traffic model breakaway type, with the barrel made in two sections with the break flange located approximately 2-inch above the ground line. Breakaway bolts not allowed. 6. Operating nut shall be of one-piece bronze or ductile iron construction. 7. 8 A dirt shield shall be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Operating nut shall be a#7 (1-1 /2-inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with O-ring seals or threaded into upper barrel. Nozzles shall be retained with a s tainless steel locking device. 11 12. The main valve shall be of EPDM solid rubber. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with O-rings to seal the barrel from leakage of water in the shoe. 13. The main valve stem will be 304 or higher grade stainless steel and made in two sections with a breakable coupling. 14. Hydrant shall have a 6-inch Mechanical Joint epoxy lined elbow, less accessories. 15. Hydrant shall have a 5-1 /4-inch valve opening, and shall be a left hand operation to open. 16. Hydrant shall be without drains. 17. Hydrant shall have two (2) 2-1 /2-inch hose nozzles and one (1) 4-1 /2-inch pumper nozzle. T hreads shall be in accordance with the National Standard Hose Coupling Thread Specifications. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 33 12 16 - 9 Revised March 18, 2013 � rc �. . <, � 18. 19. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C-502-85 or latest revision. All hydrants will be shop tested in accordance with the latest AWWA Specification C 502. 20. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. 21. All hydrants shall be provided with an auxiliary gate valv�e so that the water to the hydrant may be shut off without the necessiTy of closing any other valve in the distribution system. , � � r ' 22. No hydrants shall be installed on the reclaimed water system unless approved r by the City of Clearwater's Engineering Departrnent. 2.08 RIGID PIPE COUPLINGS �. l A. Pipe couplings used to join two pieces of plain end pipe shall be sized to suit the outside diameter of the pipe ends to be joined. Transition couplings shall be used to � join pipes of different outside diameters. : C. Couplings shall be bolted type with ductile iron center sleeves and end rings. Gaskets for the coupling shall be wedge type manufactured of Buna-N resilient rubber. D. Bolts shall be manufactured of high strength Type 316 stainless steel with Type 316 stainless steel hexagonal nuts. Bolts and nuts shall conform dimensionally to ANSUAWWA C l l l, latest revision. E. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating, complying with ANSUAWWA C550, applied electrostatically prior to assembly. 2.09 A. JOINT RESTRAINTS Mechanical Joints 1. Joint restraints for mechanical joint fittings 3" through 48" shall be constructed of ductile iron conforming to ASTM A536 and shall have a working pressure rating of 350 PSI far 3-16 inch fittings and 250 PSI for 18- 48 inch fittings. ' , � ' � ' � 2. Restraint shall be accomplished by multiple gripping wedges incorporated into , a follower gland meeting the requirements of ANSUAWWA C110/A21.10. 3. Restraints shall be Megalug Series 1100 (DI pipe) or Series 2200 PV (PVC pipe) restraints with Mega-Bond coating as manufactured by EBBA Iron. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� Issued for Bid 33 12 16 - 10 Revised March 18, 2013 � , ' , , B. ' ' , � 2.10 , � � ' , � Pipe Joints 1. Joint restraints for push-on pipe joints 3" through 48" shall be constructed of ductile iron conforming to ASTM A536 and shall have a working pressure rating of 350 PSI for 3-16 inch fittings and 250 PSI for 18-48 inch fittings. 2. Restraint shall be accomplished by a wedge action restraint ring on the spigot joined to a split ductile iron ring behind the bell. Torque limiting twist off nuts shall be used to insure proper actuation of the restraining wedges. 3. Restraints shall be Megalug Series 1700 (DI pipe) or Series 2800 (PVC pipe) Megalug restraint harnesses with Mega-Bond coating as manufactured by EBBA Iron. TAPPING SLEEVES AND VALVES A. Sleeves shall be fabricated of minimum 3/8" carbon steel meeting ASTM A285 Grade C. Outlet 12" and above I50 psi flange shall meet AWWA C-207, Class "D" ANSI 175 psi 4" to 12" drilling and be properly recessed for the tapping valve. Bolts and nuts shall be 316 stainless steel high strength low alloy steel to AWWA C111 (ANSI A21.11). Gasket shall be vulcanized natural or synthetic rubber. Sleeve shall have manufacturer-applied, fusion-bonded epoxy coating, minimum 12 mil thickness. B. Valves shall be in accordance with section 2.02 above. Valves shall have a flanged outlet to match the tapping sleeve and an MJ joint for connection of the branch piping. 2.11 PIPE TRENCHES A. Pipe trenches shall be of the Trench Former system Manufactured by ABT, Inc., 259 Murdock Road, Troutman, NC —(800) 438-6057. www.abtdrains.com. All trenches shall ha�e the solid covers with H20 load rating. T rench widths shall be per the approved drawings. Storage, installation and post construction inspection will follow the manufacturer's recommendations. � 2.12 � ' ' ' ' ' � ACCESSORIES Valve Boxes 1. All buried valves shall have cast iron three piece valve boxes. No PVC Risers or Derisers are allowed as part of a v alve box assembly. Refer to City of Clearwater Technical Specifications for additional requirements. 2. Place a valve box over the operating nut for each buried valve. The valve box shall be designed so as to prevent the transmission of surface loads directly to the valve or piping. 3. Valve boxes shall be of the adjustable slide-type of suitable length with an interior diameter of not less than 5-inches. T he valve boxes shall be City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� =�� Issued for Bid 33 12 16 - 11 Revised March 18, 2013 : C. � manufactured of cast iron and shall be of the three piece screw design including a bottom section and top section with cover. T he cast iron cover shall be cast with the applicable service, "WATER", "SEWER,", "DRAIN", etc., markings. The top section shall be adjustable for elevation and shall be set to allow equal movement above and below finished grade. 4. The castings shall be manufactured of clean, even grain, gray cast iron conforming to ASTM A48, Class 30B for Gray Iron Castings; and shall be smooth, true to pattern, free from blow holes, sand holes, projections, and other harmful defects. T he seating surfaces of both the cover and the top section shall be machined so that the cover will not rock after it has been seated. 5. Care shall be taken while installing valve boxes to ensure that valve stems are vertical and the cast iron box has been placed over the stem with base bearing on compacted fill and top flush with final grade. Boxes shall have sufficient bracing to maintain alignment during backfilling. Contractor shall remove any sand or undesirable fill from valve box prior to final inspection. Service Saddles 1. Service saddles shall have ductile iron bodies in accordance with ASTM A536, latest revision, with double stainless steel straps. Ductile iron body shall have a fusion bonded nylon coating with a minimum thickness of 12 mils. Straps shall be Type 316 stainless steel with premium grade Type 316 L stainless steel bolts and Type 316 stainless steel washers and nuts. The nuts shall be Teflon coated. The gasket material shall be an elastomeric compound � resistant to degradation by oil, natural gas, acids, alkalis, most aliphatic fluids, and chloramines. The outlet of the saddle shall have NPT threads. Service saddles shall be used onall service taps to 4-inch P.V.C. water main. The largest service connection allowable on 4-inch main shall be 1-1/2-inch. Service saddles shall be used on all 2-inch service connections to 6-inch and larger mains. Service saddles (JCM 406 series or Ford FC 202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. Corporation Stops 1. Corporation stops shall be ball type with tapered CC inlet threads and pack joint outlets. Acceptable manufacturers are listed in the City of Clearwater Technical Specifications. Meter Boxes and Settings ' ' , � ' � ' � � , , � � � � 1. Meter boxes and settings shall be in accordance with City of Clearwater Water ' and Sewer Standard Details and Technical Specifications. E. Tapping Sleeves 1. Steel body tapping sleeves shall be JCM Industries Inc., JCM 412 or Smith- Blair 622. A 11 steel body tapping sleeves shall have heavy welded ASTM A City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � J��°; �[q�� Issued for Bid 33 12 16 - 12 Revised March 18, 2013 , , � ' , ' F. ' 2.13 ' A. ' , � ' ' 285, Grade C steel body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4-inch bronze test plug. Blow Off Hydrants l. Blow offs are not allowed. INSTALLATION General: 1. All valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. Valves shall be installed in accordance with manufacturer's installation instructions and with the details shown on t he Drawings. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. 2. Valves shall be installed such that they are supported properly in their respective positions, free from distortion and strain. Valves shall be installed such that their weight is not borne by pumps and equipment that are not designed to support the weight of the valve. 3. Valves shall be carefully inspected during installation; they shall be opened wide and then tightly closed and the va.rious nuts and bolts shall be tested for tightness. Special care shall be taken to prevent any foreign matter from becoming lodged in the valve seat: Check and adjust all valves for smooth operation. 4. After installation, all valves and appurtenances shall be tested at least 2 hours , at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. I f any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. � , � ' ' ' ' i 5. C� Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections in Divisions 33 and 40. Mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. 7. Valve boxes with the concrete bases shall be installed for each buried valve as shown on the drawings. The valve box shall be centered accurately over the operating nut and the entire assembly shall be plumb. The tops of valve boxes shall be adjusted to the proper elevation as specified below and as shown on the drawings. a. In paved areas, top of valve box covers shall be set flush with pa�ement. Following paving operations, a 30-inch square shall be neatly cut in the pavement around the box and the paving removed. The top of the box shall then be adjusted to the proper elevation and a 30-inch square by 6-inch thick concrete pad poured around the box cover. Concrete pads in traffic areas shall be reinforced with No. 4 City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 33 12 16 - 13 Revised March 18, 2013 � reinforcement bars. Concrete for the pad shall be 3,000 ps i compressive strength at 28 days. b. In unpaved areas, tops of valve box covers shall be at least 2 inches above finished grade. After the top of the box is set to the proper elevation, a 30-inch square by 6-inch thick concrete pad shall be poured around the box cover. Concrete for the pad shall be 3,000 ps i compressive strength at 28 days. c. The concrete pad for the valve box cover shall have a 3-inch diameter, bronze disc embedded in the surface as shown on drawings. The bronze disc shall have the following information neatly stamped on it: the size of the valve; the number of turns to open; the direction to open; and the year of installation. 8. Valves shall be tested hydrostatically, concurrently with the pipeline in which they are installed. Protect or isolate any parts of valves, operators, or control and instrumentation systems whose pressure rating is less than the pressure used for the pressure test(s). If valve joints leak during pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and hydrostatically retest the joints. END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 33 12 16 - 14 Revised March 18, 2013 ,�. .. �. � 4� ' ' , ' ' ' ' � � ' r � � � � � � , ' , � � SECTION 40 23 21 ABOVE GROUND VALVES AND PIPING APPURTENANCES PART 1- GENERAL ' 1.01 DESCRIPTION 1. Scope of Work: The scope of work includes the furnishing of all labor, � materials, equipment and appurtenances required for the complete installation of all above ground valves and associated appurtenances as shown on the Drawings and as specified herein. ' � ' ' , , � , I� ' , , ' : C 2. Type and location of fitting and joints shall be determined by the Contractor and designed by the Contractor in accordance with these specifications at no additional cost to the Owner. Fitting and joints as shown in the drawings are for general reference and should be used as general guidance. 3. Where specialty fittings or fittings requiring long lead time are shown on drawings, the Contractor may substitute a combination of fittings that make up the configuration in accordance with the intent of the drawings. Contractor shall submit such changes for Engineer approval. A dditional fittings or combination of fittings shall be furnished and installed at no additional cost to the Owner. Related Work Described Elsewhere. 2. 3. 4. Section Ol 61 00 — Common Product Requirements Section 09 91 O1— Piping, Valve, and Equipment Identification System Section 33 11 16 — Underground Piping and Fittings Section 40 OS 16 — Pipe Hangers and Supports 5. Section 40 23 20 — Above Ground Piping and Fittings General Design L The provision, installation, and testing of all piping, fittings, valves, and other accessories shall be in accordance with the latest edition of the City of Clearwater Technical Specifications and the specifications herein. I f a discrepancy exists between these specifications and the City's standard documents, the City's standard documents govern. 2. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of potable water. 3. All actuated valves must ha�e the valve and actuators assembled at the factory, tested and shipped to the site for installation. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � f��l�� 8!" ��i�� Issue for Bid 40 23 21 - 1 Revised March 13, 2013 4. The equipment includes, but is not limited to the following: a. Gate Valves b. Stainless Steel Butterfly Valves c. Nylon Coated Butterfly Valves d. PVC Butterfly Valves e. Electro-Mechanical Valve Actuators f. Stainless Steel Plug Valves g. Epoxy Coated Plug Valves h. Stainless Steel Ball Valves i. Stainless Steel V-Notch Ball Valves j. PVC Ball Valves k. PVC Ball Check Valves 1. PVC Diaphragm Valves m. POLYETHYLENE (PE) Ball Valves n. Solenoid Valves o. Check Valves p. Diaphragm Actuated Control Valves q. Flow Control/Pressure Sustaining Valves r. Air Release Valves s. Air/Vacuum Release Valves t. Pressure Sustaining Valves u. Backflow Prevention Double Check Assemblies v. Surge Relief Valve w. Stainless Steel Permeate Pressure Relief x. Joint Restraints y. Flange and Mechanical Joint Adapters z. Strainers aa. Wall and Floor Sleeves and Seals bb. Rigid Pipe Couplings cc. Check Valves for Oxygen Service dd. Pressure Sustaining Valves for Oxygen Service ee. Pressure/Vacuum Relief Valves for Oxygen Service ff. Ball Valves for Oxygen Service gg. V-Notch Ball Valves for Oxygen Service hh. Solenoid Ball Valves for Oxygen Service 1.02 QUALITY ASSURANCE A. All of the valves and appurtenances specified herein shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished. T he equipment shall be designed, constructed and installed in accordance with standard practices and methods and shall comply with these specifications as applicable. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 2 Revised March 13, 2013 � �� ' � � ' � ' � � ' , ' ' ' ' ' ' ' ' ' � ' ' ' 1.03 A. 1.04 A. 1.05 A. SUBMITTALS Submit manufacturer's product literature for all equipment to demonstrate compliance with this Specification and information on the Drawings. DELIVERY, STORAGE, AND HANDLING The equipment provided under this section shall be shipped, handled and stored in accordance with the Manufacturer's written instructions and in accordance with Section Ol 61 00. WARRANTY AND GUARANTEES Provide manufacturer's standard equipment warranties. , PART 2 - PRODUCTS ' ' �I � � , ' , IJ ' 2.01 A. B. C. D. GENERAL Valves shall include the required accessories such as operators, actuators, handwheels, chain wheels, extension stems, etc. necessary for proper operation. All valves and appurtenances shall be of the size shown on the Drawings. All similar type valves shall be from the same manufacturer. All valves and appurtenances shall have the name of the manufacturer and the working pressure for which they are rated cast in raised letters upon the body. All bolts, washers and nuts shall be Type 304 stainless steel, unless specified otherwise. E. Factory Finishing: 1. Epoxy Lining and Coating: a. Linings and coatings shall be in accordance with AWWA C550, as applicable, unless otherwise specified. b. Linings and coatings shall be either two-part liquid material ar heat- activated (fusion) material. Only heat-activated material is acceptable if specified as "fusion" or "fusion bonded" epoxy. c. Linings and coatings shall be a minimum of 7-mil dry film thickness except where limited by valve operating tolerances. F. Materials City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid Revised March 13, 2013 402321-3 � � ' ' 1. All wetted materials shall be NSF 61 approved. Manufacturer's shall submit an affidavit with the product literature indicating NSF 61 approval, in ' accordance with Rule 62-555.320(3) Florida Administrative Code. 2. Brass and bronze valve components and accessories that have surfaces in contact with water to be alloys containing less than 16 pe rcent zinc and 2 percent aluminum. 3. Approved alloys are of the following ASTM designations: a. B61, B62, B98 (Alloy LJNS No. C65100, C65500, or C66100), B139 (Alloy UNS No. C51000), B584 (Alloy L1NS No. C90300 ar C94700), B 164, B 194, and B 127. b. Stainless steel Alloy 18-8 may be substituted for bronze. 2.02 GATE VALVES A. Gate valves shall open by turning to the left (counter-clockwise), when viewed from the stem. W hen fully open, gate valves shall have a cl ear waterway equal to the nominal diameter of the pipe. The operating nut or hand wheel shall have an arrow cast in the metal indicating the direction of opening. E ach valve shall have the manufacturer's distinctive marking, pressure rating and year of manufacture cast on the body. Prior to shipment from the factory, each valve shall be tested by applying to it a hydrostatic pressure equal to twice the specified working pressure. Hydrostatic and leakage tests shall be conducted in strict accordance with ANSUAWWA C500 or ANSUAWWA C509, latest revisions, whichever is applicable. B. Gate valves with nominal sizes from 2 to 3-inches shall be designed for a minimum working pressure of 150 psi. Valves shall be iron body, resilient seat type with O-ring stem seals. The valve stem, stem nut, glands, and bushings shall be bronze. V alve disc shall be constructed to assure uniform seating pressure between disc seat ring and body seating surface. The Resilient seat of valve shall be formed by a special corrosion and chloramine resistant, synthetic elastomer which is permanently bonded to and completely encapsulates a cast iron valve disc. Valve ends for underground installation shall be mechanical joint as specified for ductile iron pipe and flanged for above-ground valves. Interior ferrous surfaces of valve, except for finished or bearing surfaces, shall be coated with a fusion bonded or thermo-setting epoxy coating in accordance with AWWA C550, latest revision. Coating shall be NSF 61 approved, with a minimum thickness of 16 mils. Surfaces shall be clean, dry, and free from rust and grease before coating. Exterior surfaces shall be coated as specified hereinafter. C. Gate valves with nominal sizes from 4 to 16 inches shall conform to ANSI/AWWA C509, latest revision, and shall be designed for a minimum working pressure of 150 psi. Valves shall be iron body, resilient seat type with O-ring stem seals. The valve stem, stem nut, glands, and bushings shall be bronze. Valve disc shall be constructed to assure uniform seating pressure between disc seat ring and body seating surface. The Resilient seat of valve shall be formed by a special corrosion and chloramine City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 4 Revised March 13, 2013 �� a � ; � � ' , , ' , LJ , �1 ' , ' , , �l u C � , � resistant, synthetic elastomer which is permanently bonded to and completely encapsulates a cast iron valve disc. V alve ends for underground installation shall be mechanical joint as specified for ductile iron pipe and flanged for above-ground valves. Interior of valve body shall be coated with a fusion bonded or thermo-setting epoxy coating in accordance with AWWA C550, latest revision. C oating shall be holiday-free, NSF approved, with a minimum thickness of 16 mils. Surfaces shall be clean, dry, and free from rust and grease before coating. Exterior surfaces shall be coated as specified hereinafter. D. All gate valves shall have either mechanical joint, restrained joint, or flanged ends to , fit the pipe run in which they are to be used. Gate valves installed on push-on joint pipe shall have mechanical joint ends unless otherwise specified. ' ' � ' � LJ , ' � � ' � , E. Unless otherwise shown on the Drawings or specified herein, gate valves shall have non-rising stems. Buried gate valves shall be furnished with a 2-inch square AWWA standard nut operator with a valve box and cover. Gate valves located above ground or inside structures shall be furnished with a handwheel operator which shall have an arrow cast in the metal indicating the direction of opening. G ate valves used as isolation valves for reduced pressure back flow preventers shall be of the open screw and yoke (OS&I� design with a handwheel operator. F. Exterior Valve Coatings: All exterior surfaces of iron body gate valves shall be clean, dry, and free from rust and grease before coating. F or buried service, the exterior ferrous parts of all valves shall be coated at the factory with coal tar epoxy with a minimum total finish dry film thickness of 20 mils, prior to back filling, all uncoated nuts, bolts, glands, rods, and other parts of joints shall be coated in the field with coal tar epoxy equal to Koppers Bitumastic No. 300-M. F or valves installed above- ground, the exterior ferrous parts of all valves shall be shop primed at the factory with one coat, minimum dry film thickness of 4 mils, of a rust-inhibitive universal epoxy primer. P rimer shall be suitable for finish paint specified. F ollowing installation, above-ground valves shall be finish painted in accardance with Section 09 90 O1: Painting and coating of process equipment. G. 2.03 A. Resilient-seated type gate valves shall be manufactured by American-Darling Valve Company, Kennedy Valve Manufacturing Company, or Dresser Industries, Inc. STAINLESS STEEL BUTTERFLY VALVES The Contractor shall install stainless steel butterfly valves in those locations required for functional system operation and/or as shown in the Contract drawings. B. Unless otherwise necessary for proper operation, or as acceptable to the Engineer, butterfly valves shall be installed with the shaft horizontal. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��t�� ['+tt"`a1��:�R��i� Issue for Bid 40 23 21 - 5 Revised March 13, 2013 C. Butterfly valves shall not be located immediately before or after a bend or tee iitting and shall be installed with open discs oriented parallel to the ].ine of flow to avoid flow interference. D. Butterfly valves that require seat adjustment from one face only shall be installed facing pumps, or installed such that access is enabled from the side that gives the lesser flow disruption in pipelines, as approved by the Engineer. � r �� J E. Butterfly valves shall be positioned so that the valve disc does not conflict with piping , system elements upstream and downstream of valve when fully open. F. Butterfly valves must be installed so that operating levers or hand wheels can be turned from the operating floor without interfering with access to other valves, equipment, piping, and structures, and as approved by Engineer. G. The stainless steel butterfly valves shall have an operating pressure rating of 150 psi. Stainless steel butterfly valves shall be in accordance with ANSI B 16.1 and/or B 16.5. H. Stainless steel butterfly valves shall have primary seal between the disc hub and the seat hub along with secondary O-ring seals at the top and bottom of the seat to retain lubrication and prevent corrosion from outside elements. I. All stainless steel butterfly valves shall be provided with traveling nut or worm gear operators and be fully enclosed. All operators shall have adjustable mechanical stop limiting devices to prevent over travel of disc. Should an adjustment of the disc be required to maintain a bubble tight seal, this adjustment shall be made externally without removing the operator housing cover. T he operator shall be designed such that all adjustments can be made under pressure and without the possibility of dirt getting into the operator lubricant. J. The stainless steel butterfly valve shall have flanges meeting ANSI Class 150 specifications unless otherwise specified or shown in the Contract Drawings. Flanges shall be flat faced. K. Stainless steel butterfly valves shall not be painted, care shall be taken to prevent the entrance of water and/or foreign material into the valves upon arrival on site. Valve ends shall be capped for shipment. L. 2.04 Butterfly valves for HDPE and Stainless Steel pipe shall be Bray 316SS disc valves and 124 trim (316SS disc/shaft). NYLON COATED BUTTERFLY VALVES A. Valves shall be resilient seated butterfly valves, for ANSI Class 1.50 piping. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� #��j�� Issue for Bid 40 23 21 - 6 Revised March 13, 2013 � , ' � , � � ' ' ' ' �J � ' L_ J � B. Valves shall provide drip-tight shut-off to 175 PSI on dead-end service, with pressure � in either direction, to allow for piping changes and equipment removal, and shall be rated for high vacuum service. Extended neck shall allow for piping insulation. � � � � � r � � � L Q E. Body shall be full lug style, cast iron. Disc shall be Nylon 11 coated ductile iron, seat shall be peroxide cured EPDM, shaft shall be 316SS ASTM A582. For manual valves, provide lever operator up to 6" size, and gear operators for valves larger than 6". Valve discs shall rotate 90 de grees from the fully open position to the fully closed position. F. Valve discs shall be solid (no cores) for 24-inch and smaller valves, and shall be either solid or hollow core for valves greater than 24-inch. Discs shall be constructed of ductile iron ASTM A536, Grade 65-45-12. Valve disc shall be of the offset design to provide 360 degree uninterrupted seating. G. Valve shafts shall be fitted with sleeve-type bearings. Bearings shall be corrosion resistant and self-lubricating (Nylon or Teflon). Bearings shall be designed for a pressure not exceeding the published design load for the bearing material, or 1/5 of the compressive strength of the bearing or shaft material. H. All butterfly valves shall open left or counter-clockwise when viewed from the stem. Automatic valve operators shall ha�e motorized valve actuators as specified hereinafter. Manual valve operators shall be of the worm gear or traveling nut type and shall be fully enclosed. All operators shall have adjustable mechanical stop limiting devices to prevent over travel of disc. Should an adjustment of the disc be required to maintain a bubble tight seal, this adjustment shall be made externally without removing the operator housing cover. The operator shall be designed such that all adjustments can be made under pressure and without the possibility of dirt getting into the operator lubricant. Any adjustments through the lower shaft will not be acceptable. L Interior of valve body and valve disc except for valve seat and stainless steel valve � seat ring shall be coated with a fusion bonded or thermosetting epoxy coating in accordance with AWWA C550, latest revision. Coating shall be holiday-free, NSF approved, with a minimum thickness of 16 mils. Surfaces shall be clean, dry, and free � from rust and grease before coating. J. All internal and external surfaces of the valve body and bonnet shall have a fusion � bonded epoxy coating, complying with ANSUAWWA C550, applied electrostatically prior to assembly. � �� K. Prior to shipment from the factory, hydrostatic and leakage tests shall be conducted for each butterfly valve. Hydrostatic and leakage tests shall be conducted in strict City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �1��"►� ��1��`E��l��"`..�r I s s u e f o r B i d 40 23 21 - 7 Revised March 13, 2013 L. 2.05 A. B. C. D. E. F. G. H. 2.06 accordance with ANSI/AWWA C504, latest revision, and results shall be submitted to the Engineer. Butterfly valves for ductile iron pipe shall be supplied by Bray, DeZurik, Mueller, Val-Matic or Pratt. PVC BUTTERFLY VALVES PVC butterfly valves shall be provided in locations as shown in the Contract Drawings. Butterfly valves shall have Type 1, Grade 1 PVC bodies with Viton seals. PVC butterfly valves shall have a2-inch square nuts on stem and gear operator. PVC butterfly valve be installed with chain operators when specific or as shown in the Contract Drawings. PVC butterfly valves shall have lockable, 5° ratcheting setting operators. The disc, inner body and bearing bushings shall be constructed of PVC. PVC butterfly valves shall have lug Type flanges conforming to ANSI B16.1, Class 125. PVC butterfly valves shall be as manufactured by ASAHI or an Engineer approved equaL ELECTRO-MECHANICAL VALVE ACTUATORS A. All electro-mechanically operated valves shall meet the requirements of this specification and ANSIII5A-96.02.O1-2007 Guidelines for the Specification of Electric Valve Actuators. Electro-mechanical actuator units shall be of the two- position, rotary conf'iguration. Control signals to the unit shall be single input, with a dry contact configuration. The actuators shall be capable of operating associated butterfly valves at a maximum system pressure of 150 psi. in m�dulating duty unless specified otherwise specified for open/closed duty, ar at reduced maximum pressure. B. All electro-mechanical actuators shall be self-contained, non-intrusive and constructed from anodized aluminum (power module, and rotary feedback housing), and iron and steel (cylinder). The units shall be NEMA 4X Rated and withstand operating temperatures of 0° F to 140° F. C. Drive motors shall consist of a 115 VAC induction type motor, capable of 20 reverse cycles per minute. Drive motors shall be mounted on th� electro-mechanical City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��q�� ,�� Issue for Bid 40 23 21 - 8 ' Revised March 13, 2013 ' � � � � � � � �I � � �� Cl � � actuators, and include solid state relays, and screw terminals. Power module size should be based on manufacturer specifications. D. All electro-mechanical actuatars shall include open or closed failure, if not on pl ant battery backup power supply, with the ability to interface with plant control I/O such as discrete inputs or analog signals in addition to fieldbus communications such as Modbus per Div 40 P rocess Control and a manual override hand-wheels or drill drives mounted on t he outboard end of the motor shafts. The overrides shall be attached to the motar housing. A geared (5:1) hand crank may also be installed on a separate power module. � E. � 2.07 Approved actuator manufacturers are EIM and AUMA. STAINLESS STEEL PLUG VALVES A. Plug valves shall be of the non-lubricating, eccentric type and shall be designed for a � working pressure of 175 psi for valves 12" and smaller, 150 ps i for valves 14" and larger. Valves shall provide tight shut-off at rated pressure. Valves 12" and smaller shall have round port design. 14" and larger valves shall have rectangular port design. � The plug valve body shall be of CF8M (316 stainless steel). Valves shall be furnished with 316 stainless steel seat in accordance with AWWA C-517-09. B. The valve plug shall be of CF8M (316 stainless steel). T he plugs shall be of one � piece solid construction with PTFE thrust bearings on upper and lower bearing journals to reduce torque and prevent dirt and grit from entering the bearing seal area. � � �� J � � ' C � Valve flanges shall be in strict accordance with ANSI B16.1, Class 125/150. All valves shall be capable of being "pigged" with a soft pig if required. E. Plug valve shall be furnished with a replaceable, permanently lubricated sleeve type bearings conforming to AWWA C517-09. Bearings shall be of sintered, oil impregnated type 316 stainless steel ASTM A-743 Grade CF-8M. Valves shaft seals shall be of the "U" cup type, in accordance with AWWA C517. Seals shall be self- adjusting and repackable without moving the bonnet from the valve. F. 6" and smaller exposed valves shall be provided with wrench actuators. Wrench operated valves should be capable of being converted to worm gear or automated operation without removing the bonnet or plug from the valve. All wrench operated valves should be equipped with a 2" square nut for use with removable levers or extended "T" handles. Valve actuators shall be fully grease packed and have stops in the open/close position. 8" and larger exposed valves shall be provided with worm gear type manual actuators. The actuator shall have a m echanical stop which will withstand an input torque of 450 lbs. against the stop. The actuator shall be able to provide 1.25 times the required operating torque under full rated line pressure combined with a flow velocity of 8 feet per second. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 9 Revised March 13, 2013 � G. Valves shall be designed to shut off bubble tight at 175 psi for valves 2-1/2" to 12" and 150 psi for 14" and larger. Each valve shall be given a hydrostatic and seat test with the test results being certified and certified copies of Proof-of-Design test reports shall be furnished as outlined in AWWA C-517-09 Section 5.2.2. � 2.08 Acceptable valve manufacturers shall be Pratt, Milliken or DeZURIK. EPDXY COATED PLUG VALVES A. Plug valves shall be of the non-lubricating, eccentric type and shall be designed for a working pressure of 175 psi for valves 12" and smaller, 150 psi for valves 14" and larger. Valves shall provide tight shut-off at rated pressure. Valves 12" and smaller shall have round port design. 14" and larger valves shall have rectangular port design. The plug valve body shall be cast iron ASTM A126 Class B with welded-in overlay of 90% nickel alloy content on all surfaces conta.cting the face of the plug. Sprayed, plated, nickel welded rings or seats screwed into the body are not acceptable. B. The valve plug shall be ASTM A-536, Grade 65-45-12 ductile iron, in valve sizes up to 20", and ASTM A126 Class B cast iron in sizes 24" and larger. The plugs shall be of one piece solid construction with PTFE thrust bearings on upper and lower bearing journals to reduce torque and prevent dirt and grit from entering the bearing seal area. C. 0 Valve flanges shall be in strict accordance with ANSI B16.1, Class 125/150. All valves shall be capable of being "pigged" with a soft pig if required. E. Plug valve shall be furnished with a replaceable, permanently lubricated sleeve type bearings conforming to AWWA C517-09. Bearings shall be of sintered, oil impregnated type 316 stainless steel ASTM A-743 Grade CF-8M. Valves shaft seals shall be of the "U" cup type, in accordance with AWWA C51�. Seals shall be self- adjusting and repackable without moving the bonnet from the valve. F. 6" and smaller exposed valves shall be provided with wrench actuators. Wrench operated valves should be capable of being converted to worm gear or automated operation without removing the bonnet or plug from the valve. All wrench operated valves should be equipped with a 2" square nut for use with removable levers or extended "T" handles. Valve actuators shall be fully grease packed and have stops in the open/close position. 8" and larger exposed valves shall be provided with worm gear type manual actuators. The actuator shall have a m echanical stop which will withstand an input torque of 4501bs. against the stop. The actuator shall be able to provide 1.25 times the required operating torque under full rated line pressure combined with a flow velocity of 8 feet per second. G. Valves shall be designed to shut off bubble tight at 175 psi for valves 2-1/2" to 12" and 150 psi for 14" and larger. Each valve shall be given a hydrostatic and seat test City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��1�� F�� Issue for Bid 40 23 21 - 10 Revised March 13, 2013 � � � � � � � �� r � � , � � ' H �` I. � 2.09 with the test results being certified and certified copies of Proof-of-Design test reports shall be furnished as outlined in AWWA C-517-09 Section 5.2.2. Plug valves shall be coated on t he interior and exterior with 8 m ils of two part thermo-setting epoxy. Coating to be approved by engineer. Acceptable valve manufacturers shall be Pratt, Milliken or DeZURIK. STAINLESS STEEL BALL VALVES A. Stainless steel ball valves shall be standard port type for the sizes indicated on the �� Drawings. Ball valves shall be designed for a working pressure of 200 ps i with positive shut offwhen in the closed position. � j B. Valve body and ends shall be constructed of forged Type 316 stainless steel and valve ends shall be NPT threaded connections. The ball shall have a full bore port design machined from a solid metal piece with highly polished surfaces. The ball and stem shall be manufactured from Type 316 stainless steel. C. Manually operated ball valves shall be furnished with level operators manufactured of � forged Type 316 stainless steel with a molded vinyl sleeve. Stainless steel ball valves shall be Tyco Keystone K-Ball screwed end ball valves. � 2.10 � �, � I_� STAINLESS STEEL V-NOTCH BALL VALVES Ball valves shall be Tyco (KTM) V-Control Valves, Dezurik, Fisher, or Flow-Tek. B. Rotary control valves shall be of the straight through design, with 316SS body, 316SS hard chromed ball, laminated 316SS seat and 316SS splined shaft to ball connection. Gaskets, stem and thrust bearings shall be RPTFE with PTFE V-Ring packing with adjustable gland. Valves shall be class 150 or 300 f langed designed with full or standard ports as indicated by the flow conditions. Valves shall be Class IV shutoff. Ball valves shall be V-notch modulating manual or electric for ozone and air service, with flanged end connection. C. The design Cv coefFicient shall be selected to ensure operation over a minimum of 60% of full opening range at minimum and m�imum flow conditions. Valves shall not be designed to operate below 10% open or 90% closed. Calculations shall be provided with submittal. � 2.11 PVC BALL VALVES Ll ' � A. PVC ball valves shall be of one piece capsule type manufactured of Type 1, Grade 1 PVC. Ball valves shall be true union design with two-way blocking capability and shall have solvent welded socket or NPT threaded ends. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� .�".7��, ��'� Issue for Bid 40 23 21 - 11 Revised March 13, 2013 B. Ball valves shall have Teflon seats with Viton backing cushions and Viton O-ring seals, and shall be designed for a 150 psi working pressure at 120°F. Valves shall be supplied with ABS lever operating handles. C. 2.12 PVC ball valves shall be manufactured by Asahi/America. PVC BALL CHECK VALVES A. PVC ball check valves shall be of a solid thermoplastic construction manufactured of Type 1, G rade 1 P VC. Ball check valves shall be true union design with solvent welded socket or NPT threaded ends. B. Ball check valves shall be furnished with a solid thermoplastic ball and stainless steel spring to assist ball in seating faster. Ball seat shall be Teflon-coated Viton. The same seal shall function as both the ball seat and the union seal. PVC ball check valves shall be designed for a 150 psi water working pressure at 120°F. C. 2.13 Valves shall be manufactured by Asahi/America. PVC DIAPHRAGM VALVES A. PVC diaphragm valves shall be of solid thermoplastic construction manufactured of PVC conforming to ASTM D1784. PVC diaphragm valves shall be true union design with solvent welded, fusion socket, butt fusion welded, or NPT threaded connections. B. The valves shall come with position indicator, travel stop, and bonnet O-ring sealing arrangement. The valve shall be weir type, square body/bonnet sealing design, and 1/4 turn bayonet style diaphragm connection. C. Diaphragms shall be 3-layer style with PTFE wetted diaphragm, PVDF gas barrier and EPDM backing cushion. The PVDF gas barrier shall be between the EPDM and PTFE layers and prevent gas migration outside of the valve. D, E. F. 2.14 The operator shall be a 2" handwheel operator. Valves shall have a pressure rating of 150 psi at 70°F. Valves shall be manufactured by Asahi/America. POLYETHYLENE (PE) BALL VALVES A. PE ball valves shall meet or exceed ASME B16.40 and ASME D-2513. Valves shall have Polyethylene body and ends, and a Polypropylene ball, retainer and actuator. City of Clearwater WTP No. 2- Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ;#��;�',� �� Issue for Bid 40 23 21 - 12 Revised March 13, 2013 � � � � � � � � � � � � � ' � B. Ball valves shall have a bubble-tight shut-off and have an operating pressure of 125 psi with a temperature range of -20°F to 140°F. Valves shall be supplied with a 2" square operating nut. � C. 2.15 � � � II u � PE ball valves shall be manufactured by Kerotest (Polyball). SOLENOID VALVES A. Solenoid valves for water service shall be 2-way type for normally closed operation designed for not less than a 150 ps i water working pressure. V alves less than 3- inches shall have forged brass bodies. Three-inch valves shall have aluminum bodies. Valves shall have NPT threaded ends, stainless steel wetted parts, Buna-N seals/disks, and NEMA 4X solenoid enclosures. The valves shall operate on 120 VAC power, shall have threaded conduit hubs, standby manual operators and shall not require a minimum operating pressure differential for steady operation. T he valves shall be manufactured by Automatic Switch Company (ASCO Red Hat), or approved equaL 2.16 CHECK VALVES A. Check valves on ductile iron pipe shall be cast iron, bronze mounted and conform to AWWA C508 latest revision. Ends shall be flanged joint. Valves shall be furnished with all jointing accessories. Lever and weight shall be provided where required. All check valves shall be from a single manufacturer. � B. Check valves shall be coated with a high-performance, one-part, heat-curable, thermosetting epoxy coating which provides superior corrosion resistance protection for metal parts. � � � � � � � � C. D. E. 2.17 A. Check valves on stainless steel piping shall be Bray Check-Rite valves. Check valves shall be positioned so that the valve disc does not conflict with piping system elements upstream and downstream of valve when fully open. Wherever possible, check valves shall be installed a d istance of at least three pipe diameters downstream of pumps or other disturbances. DIAPHRAGM ACTUATED CONTROL VALVES General 1. Control valves shall be mechanically operated ductile iron globe style valves conforming to ANSI B16.42 and rated for 150 PSI. Valves shall have 1501b flanges. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��i55 ��"s��1� �f�� Issue for Bid 40 23 21 - 13 Revised March 13, 2013 2.18 2. The valves shall include resilient, synthetic rubber discs with rectangular cross-sections contained on three and one-half sides by cast iron disc retainers forming a tight seal against single removable seat inserts. The disc retainers shall be one piece design capable of withstanding opening and closing shocks. 3. The diaphragm assemblies shall include non-magnetic 303 stainless steel stems fully guided at both ends by bronze disc guides, solid one-piece bronze seats, and flexible non-wicking FDA approved nylon reinforced Buna-N rubber diaphragms. 4. Valves shall have check valve features and opening and closing speed control. 5. Type of Valve: Weir Diaphragm 6. Type of Service: Brackish Raw water. 7. Type of End Connection: Flanged. 8. Size (inches): As listed on drawings. 9. Rating and Description: Class 150 Stainless Steel body, PTFE diaphragm, hand wheel operator or valve actuator where depicted on drawings. 10. Approved valve mmanufacturers are ITT Dia-Flo Diaphragm valves or KDV. 11. Approved actuator manufacturers are EIM and AiJMA FLOW CONTROL/PRESSURE SUSTAINING CONTROL VALVES 1. 2 3. 4. 5 The valve shall be designed to automatically limit f low rate to a constant, adjustable maximum and sustain a minimum up-stream pressure. F low rate shall be measured by an orifice plate system. Body, Cover and Trim shall be 316 S S for corrosion control while handling brackish concentrate flow. E lastomers shall be suitable for brackish water handling, Viton or approved alternate. Body style shall be global with 250 ps i maximum operating pressure. Assemble shall include pressure gauges and associated facilities for the proper operation and adjustment of the unit. Deep well control value shall be size to maintain a maa�imum flow rate of 2.76MGD and an up-stream pressure of a minimum of 20psi. Approved manufacturer: Watts ACV , Ames, Bermad. 2.19 AIR RELEASE VALVES � � �� ,� � A. Pressure air release valves shall be heavy-duty "Universal" style single body units � incorporating the functions of an air and vacuum valve with an air release valve in a single housing. � City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 14 Revised March 13, 2013 � � €��ISa� ��IE:��L�� LJ � � � B. Pressure air release valves shall release accumulations of air at high points within a pipeline by exhausting large volumes of air as the pipeline is being filled, and then by releasing accumulated pockets of air while the pipeline is in operation and under pressure. Combination air valves shall also be designed to permit large volumes of air to enter the pipe-line during pipeline drainage. C. The valve body and cover flange shall be cast or fabricated 316 stainless steel and shall incorporate a"s anitary clamp" to attach the flange to the body at the outlet. Valves that use traditional bolting to aitach the cover flange to the body are not acceptable. The flange clamp must be located at the outlet of the body for ease of cleaning and maintenance. Other clamping locations are not acceptable. 4 D. All non-sealing internal metal components shall be 316 stainless steel. N o plastic, nylon, or fiberglass components will be acceptable. E. The valve shall incorporate an Air Release orifice of 3/16" for use at 200 psig. No deviation from this orifice size will be allowed. This orifice will be located in the outlet of the valve and shall be drilled in a 316 stainless steel. orifice plate that seals against a B una-N rubber seat. Valves with seals that flex or "roll" will not be acceptable. F. G. 2.20 Unit may have a maximum height of 14 inches and a maximum weight of 281bs. The valve shall be Crispin "X" Series, model # LTX20 or approved equal. AIR/VACUUM RELEASE VALVES A. Combination air/vacuum release valves shall be heavy-duty "Umversal" style single body units incorporating the functions of an air and vacuum valve with an air release valve in a single housing. B. Combination air/vacuum release valves shall release accumulations of air at high � points within a pipeline by exhausting large volumes of air as the pipeline is being filled, and then by releasing accumulated pockets of air while the pipeline is in operation and under pressure. Combination air valves shall also be designed to permit � large volumes of air to enter the pipe-line during pipeline drainage. � � l—; C. The valve body and cover flange shall be cast or fabricated 316 stainless steel and shall incorporate a"s anitary clamp" to attach the flange to the body at the outlet. Valves that use traditional bolting to attach the cover flange to the body are not acceptable. The flange clamp must be located at the outlet of the body for ease of cleaning and maintenance. Other clamping locations are not acceptable. 4 D. All non-sealing internal metal components shall be 316 stainless steel. N o plastic, nylon, or fiberglass components will be acceptable. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� '�� Issue for Bid 40 23 21 - 15 Revised March 13, 2013 E. The valve shall incorporate an Air Release orifice of 3/16" for use at 200 psig. No deviation from this orifice size will be allowed. This orifice will be located in the outlet of the valve and shall be drilled in a 316 stainless steel. orifice plate that seals against a B una-N rubber seat. Valves with seals that flex or "roll" will not be acceptable. F G. 2.21 Unit may have a maximum height of 14 inches and a maximum weight of 281bs. The valve shall be Crispin "X" Series, model # UX20 or approved equal. PRESSURE SUSTAINING VALVES A. The Pressure Sustaining and Solenoid (On-Of�j Control Valve shall be a pilot operated diaphragm valve designed to permit flow when upstream pressure is above the adjustable setpoint of the control pilot, and throttle toward closed when upstream pressure falls below the adjustable setpoint. T he valve shall also act as a S olenoid On-Off Control Valve, opening to allow regulating control action or closing drip-tight as commanded by the solenoid pilot. B. The main valve shall be a hydraulically operated, single diaphragm actuated, globe or angle pattern valve. Y-pattern valves shall not be permitted. The valve shall contain a disc and diaphragm assembly that forms a s ealed chamber below the valve cover, separating operating pressure from line pressure. The diaphragm shall be constructed of nylon reinforced Buna-N, and shall not seal directly against the valve seat and shall be fully supported by the valve body and cover. Rolling diaphragm construction will not be allowed and there shall be no pi stons operating the main valve or any pilot controls. C. The main valve shall be a hydraulically operated, single diaphragm actuated, globe or angle pattern valve. Y-pattern valves shall not be permitted. The valve shall contain a disc and diaphragm assembly that forms a s ealed chamber below the valve cover, separating operating pressure from line pressure. The diaphragm shall be constructed of nylon reinforced Buna-N, and shall not seal directly against the valve seat and shall be fully supported by the valve body and cover. Rolling diaphragm construction will not be allowed and there shall be no pi stons operating the main valve or any pilot controls. D. The main valve body and cover shall be Ductile Iron ASTM A536, and all internal cast components shall be Ductile Iron or CF8M (316) Stainless Steel. All Ductile Iron components, including the body and cover, shall be lined and coated with an NSF 61 Certified Epoxy Coating applied by the electrostatic heat fusion process. All main valve throttling components (valve seat and disc guide) sha11 be Stainless Steel. The valve body and cover must be machined with a 360-degree locating lip to assure proper alignment. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 16 Revised March 13, 2013 , � � � � u �� I � . "", �, � � I �� ' �' E. The disc and diaphragm assembly shall contain a Buna-N synthetic rubber "Quad � Seal" that is securely retained on 3-1/2 sides by a disc retainer and disc guide. Diaphragm assemblies utilizing bolts or cap screws for component retention will not be permitted. � �� F. The exposed portion of the Quad Seal shall contact the valve seat and seal drip-tight. The disc and diaphragm assembly must be guided by two separate bearings, one installed in the valve cover and one concentrically located within the valve seat, to avoid deflection and assure positive disc-to-seat contact. C enter guided valves will not be permitted. All necessary repairs shall be made from the top of the valve while the body remains in line. G. Pilot control systems for valves 3" and smaller shall contain a Flow Clean Strainer, Adjustable Closing Speed, 2-Way Solenoid Pilot and Pressure Sustaining Pilot. Pilot control systems for valves 4" and larger shall contain an external Y-Strainer, Adjustable Closing Speed, 2-Way Solenoid Pilot, Pressure Sustaining Pilot and Isolation Ball Valves on all body connections. All pilot control systems shall utilize copper tubing and brass fittings regardless of valve size. The adjustment range of the pressure relief / sustaining pilot shall be 20-200 psi. � H. �, 2.22 The valve shall be Watts ACV Model F 116-31 (globe) or F l l 16-31 (angle) pattern Pressure Sustaining BACKFLOW PREVENTION DOUBLE CHECK ASSEMBLIES � A. Backflow prevention assemblies shall consist of reduced pressure principle devices and isolation valves manufactured in accordance with AWWA C506, latest revision, American Society of Sanitary Engineering Standards, and the Umversity of Southern California Foundation for Cross Connection Control and Hydraulic Research "Manual ! of Cross Connection Control," Sixth Edition. � � � B. The backflow prevention devices shall include an integral sensing system that will automatically open a relief valve whenever the differential pressure between the inlet supply and the reduced pressure zone drops to 2 psi. The relief valve shall remain open until a positive pressure differential of 2 ps i is reestablished. If pressure upstream of the first check valve drops to atmospheric ar below, the relief valve shall remain fully open providing an internal air gap between the first check valve and the water level in the reduced pressure zone. The unit shall also be constructed such that any minor leakage of the second check valve will result in visible flow from the relief valve, even if the first check valve is totally disabled. C. The backflow prevention devices shall have bronze bodies for sizes 2 1/2-inches and smaller and ductile iron bodies for sizes 3 inches and larger. Ductile iron bodies shall be coated with a fusion bonded thermosetting epoxy coating in accordance with AWWA C550 with a minimum, holiday-free, coating thickness of 12 m ils. The reduced pressure back flow preventer shall consist of two independently operated, City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 17 Revised March 13, 2013 �� spring loaded, wye pattern, poppet type check valves designed for installation in a normal horizontal flow attitude. An independent spring loaded relief valve shall be located between the two check valves. Check valve assemblies, springs and seats, and all other internal parts sha11 be constructed of Type 316 s tainless steel. Relief valve body and trim shall be constructed of bronze. Check valve and relief valve seats shall be field replaceable without removing the device from the service line. Back flow preventers shall be designed for a working pressure of 200 ps i and a temperature range of 32°F to 140°F. The back flow preventer shall be manufactured as a complete unit including test cocks and upstream and dowr�stream isolation gate valves. The test cocks shall be manufactured of bronze and shall be arranged such that the unit can be tested without removing the unit from the line. D. The backflow prevention assemblies shall be furnished with isalation valves factory assembled. For sizes 2 1/2-inches and smaller, the isolation valves shall be all bronze ball valves with Buna N O-rings and valve seats, and a lever operating handle. Ball valves shall be in accordance with AWWA C800, latest revision. For sizes larger than 3 inches, the isolation valves shall be resilient seated gate valves with flanged ends and OS&Y hand wheel operators. Gate valves shall be as specified in this section. E. The backflow prevention devices shall be coated similar to ductile iron gate valves specified in this section. Backflow units on c oncentrate lines shall additionally be fitted with materials of constxuction compatible with the corrosion resistant materials. F 2.23 Backflow prevention assemblies shall be AMES Series 2000SS. SURGE RELIEF VALVE A. The surge relief valve for service on the reverse osmosis feed line shall be designed for brackish water quality service. The valve shall remain closed tight against normal pressure and immediately open to relieve pressure rise exceeding the open set point. I: Body, Cover and Trim shall be 316 S S for corrosion control while handling brackish concentrate flow. Elastomers shall be suitable for brackish water handling, Viton or approved alternate. Body style shall be global with 250 psi maximum operating pressure. include pressure gauges and associated facilities for the proper adjustment of the unit. The valve shall be APCO Series 6500 Globe Surge Relief City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 18 Revised March 13, 2013 Assemble shall operation and _� � ,. ., � � � � � � � � � � �� 2.24 STAINLESS STEEL PERMEATE PRESSURE RELIEF VALVES A. The Contractor shall install stainless steel pressure relief valves in the CIP permeate return line with relief flow piped to the piping trench. T he relief valve shall be hydraulically operated pilot actuated automatic control valve for pressure relief duty. Manufacture shall be Cla-Val Pressure Relief Valve Mode1750-01. � B. - C. � 2.25 ,r� A. � � � � � � : C. Materials of Construction: Body 317 L Stainless Steel; Liner EPDM. Flanged Operating Pressure Class 150-275 psi maximum. JOINT RESTRAINTS Mechanical Joints 2. 3. Joint restraints for mechanical joint fittings 3" through 48" shall be constructed of ductile iron conforming to ASTM A536 and shall have a working pressure rating of 350 PSI for 3-16 inch fittings and 250 PSI for 18- 48 inch fittings. Restraint shall be accomplished by multiple gripping wedges incorporated into a follower gland meeting the requirements of ANSUAWWA C 110/A21.10. Restraints shall be Megalug Series 1100 restraints with Mega-Bond coating as manufactured by EBBA Iron. Pipe Joints l. Joint restraints for push-on pipe joints 3" through 48" shall be constructed of ductile iron conforming to ASTM A536 and shall have a working pressure rating of 350 PSI for 3-16 inch fittings and 250 PSI for 18-48 inch fittings. 2. Restraint shall be accomplished by a wedge action restraint ring on the spigot joined to a split ductile iron ring behind the bell. Torque limiting twist off nuts shall be used to insure proper actuation of the restraining wedges. 3. Restraints shall be Megalug Series 1700 Megalug restraint harnesses with Mega-Bond coating as manufactured by EBBA Iron. Expansion Joints 1. Expansion joints shall be of the molded wide single arch design manufactured of neoprene rubber with polyester and steel reinforcement. Neoprene body shall be supplied with a Hypalon coating. Joints shall be flanged suitable for 150 psi water working pressure and in accordance with ANSI B 16.1 dimensions and bolting patterns. Flanged ends shall be furnished with stainless steel reta.ining rings. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 19 Revised March 13, 2013 � � 2.26 2. Provide limit restraint bolts on all lines. Expansion joints 6 inches and larger in size shall have a minimum of four limit restraint bolts. Restraint bolts and nuts shall be Type 316 stainless steel. 3. Expansion joints shall be Redflex as manufactured by Redvalve, Style 1015, Maxi-Joint as manufactured by General Rubber Corporation, Style 100, Metrasphere as manufactured by the Metraflex Company. FLANGE AND MECHANICAL JOINT ADAPTERS L Adapters shall be suitable for joining plain-end pipe to flanged pipes and fittings. 2. Adapters shall be constructed of ductile iron conforming to ASTM A536 and shall have flange bolt hole circles that are compatible with ANSUAWWA C110/A21.10. 3. Restraint for the adapters shall consist of individual actuated gripping wedges. Torque limiting actuating screws shall be used to insure proper set of the gripping wedges. The adapters shall be capable of deflection during assembly and allow at least 0.6-inches of gap between the end of the pipe and the mating flange without affecting the integrity of the seal. 4. Adapters shall be Series 2100 Megaflange restrained flange adapters with Mega-Bond coating as manufactured by EBBA Iron or approved equals. 5. High density polyethylene flange adapter, shall be made by the manufacturer from the same resin as the pipe, and fully pressure rated to match the pipe SDR pressure rating, thermally butt-fused to the stub end of the pipe. Q 7. A Type 316 stainless steel back-up ring fitted to the polyethylene flange adapter and shaped as necessary to suit the outside dimension of the pipe. A full face neoprene gasket, conforming to ANSI B 16.2 L 8. Corrosion resistant bolts and nuts of Type 316 stainless steel as specified in ASTM A726 and ASTM A307. B olts shall be tightened alternatively and evenly to the manufacturer's specified torques. 9. High density polyethylene mechanical joint and flange adapters, shall be made by the manufacturer from the same resin as the pipe, and fully pressure rated to match the pipe SDR pressure rating, thermally butt-fused to the stub end of the pipe. 10. The mechanical joint adapter shall have an internal stainless steel stifFener and a heavy body ductile iron gland ring, C-153 (2-inch to 1�-inch) or C-110 (14- inch to 24-inch). 11. All mechanical joint adapter shall be AWWA compliant. 12. All mechanical joint adapters shall be provided with a mechanical joint gland and accessory kit consisting, at a m inimum, of extra long T-bolts, standard City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� y��j�� Issue for Bid 40 23 21 - 20 Revised March 13, 2013 � � � � � � � � � Ij �� 2.27 � � � � � � � 2.28 13. 14. rubber gasket, C-153 (2-inch to 12-inch) or C-110 (14-inch to 24-inch) heavy body ductile iron gland ring. T-bolts and nuts shall be of Type 316 stainless steel as specified in ASTM A726 and ASTM A307. B olts shall be tightened alternatively and evenly to the manufacturer's specified torques. Adapters shall be suitable for joining plain-end pipe to flanged pipes and fittings. STRAINERS 1. Strainers shall be Y-type manufactured of transparent Type 1, Grade 1 PVC with threaded or solvent welded socket ends. Screen for strainers shall be 20 mesh Type 316 stainless steel. The screen shall be easily removed for cleaning or replacement from the filter body without removing the body from the pipeline. The bonnet seal shall be EPDM "O" rings. The sediment strainers shall ha�e a pressure rating as follows: 2. Strainers shall be manufactured by Asahi/America. WALL AND FLOOR SLEEVES AND SEALS 1. Wall and Floor Sleeves: a. � c. � Wall and floor sleeves shall be of cast or ductile iron, (see below for plastic alternate) and shall have integral water stop rings located on the outside center of the sleeve. Sleeves shall be provided with internal seals as indicated below and shall be sized as required for the installation of the carrier pipe and seals. Sleeves shall terminate flush with finished surfaces of walls and shall extend 2 inches above finished floors. When noted on the Drawings, smaller pipe sleeves in CMIJ specified as PVC shall be SCH 80 PVC. Sleeves shall be grouted in place and shall be oversized as required for the installation of the carrier pipe and sealant materials. Sleeves shall terminate flush with finished surfaces of walls and ceilings, and shall extend 2 inches above the finished floor. For poured or grouted in place sleeves, lightweight, high-impact thermoplastic sleeves may be utilized. Plastic sleeves shall have integral waterstop and anchoring ribs. Plastic sleeves shall be a product of the sleeve seal manufacturer and shall be Link-Seal sleeves. Sleeves shall be provided for all piping passing through building walls and floors, except where noted on the Drawings. Sleeves shall be sized in accordance with the seal manufacturer's recommendations based on the carrier pipe size. Escutcheon plates shall be provided for wall sleeves smaller than 3 inches to completely conceal the sleeves. Escutcheons shall be cast iron, nickel plated split-type. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 21 Revised March 13, 2013 � � 2. Wall and Floor Sleeve Seals: a. Wall and floor sleeve seals shall be modular mechanical type seals consisting of interlocking synthetic rubber links shaped to continuously fill the annular space between the pipe and wall sleeve. Links shall be loosely assembled with bolts t� form a continuous rubber belt around the pipe with a pressure plate under each bolt head and nut. After the seal assembly is positioned in the sleeve, tightening of the bolts shall cause the rubber sealing elements to expand and provide an absolutely water-tight seal between the pipe and wall sleeve. The synthetic rubber shall be suitable for exposure to water, wastewater, and groundwater. b. Bolts, nuts, and hardware shall be 316 stainless steel. c. The seals shall be Link Seal seals. 2.29 RIGID PIPE COUPLINGS A. Pipe couplings used to join two pieces of plain end pipe shall be sized to suit the outside diameter of the pipe ends to be joined. Transition couplings shall be used to join pipes of different outside diameters. Pipe couplings shall be bolted type with steel middle ring and end followers. B. All carbon steel parts of the coupling shall be coated on the inter.ior and exterior with a fusion bonded thermosetting epoxy coating with a 12-mil nominal coating thickness. The coating shall be equal to AL-CLAD as manufactured by Dresser Industries, Inc.. C. Gaskets for the coupling shall be wedge type manufactured of Buna-N resilient rubber. D. Bolts shall be manufactured of high strength Type 316 stainless steel with Type 316 stainless steel hexagonal nuts. Bolts and nuts shall conform dimensionally to ANSUAWWA Cl l l, latest revision. E. 2.30 Couplings shall be Style 38 as manufactured by Dresser Industries, Inc.. BALL VALVES FOR OXYGEN SERVICE A. Ball valves shall be Tyco (KTM) stainless steel valves for low temperature and cryogenic applications. All shall be cleaned, packaged, and labeled for oxygen service. B. Ozone Gas (GOX) Service: 1. Valves shall be 2" and 3", 400 psi, 2-piece full port ball valves far ozone gas at 12% WT, with flanged end connection. V alve bc�dy shall be CF8M City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� Issue for Bid 4 0 2 3 2 1 - 2 2 Revised March 13, 2013 � � � � � �� stainless steel, with stainless steel disc, ball, and stem. P acking shall be � PTFE. Seat shall be RTFE. C. LOX and GOX Cryogenic Service (Manual) � � D. � � � 2.31 � A. � B. � !� 1. Valves shall be 1-1/2" and 2", 1000 ps i, cryogenic ball valves for liquid oxygen, with screwed NPT end connection. V alve body shall be brass, with stainless steel disc, ball, and stem. S eals shall be TFE coated 316 stainless steel gaskets. Seat shall be po1�1L LOX and GOX Cryogenic Service (Electro-hydraulic) 1. Valves shall be 2", 1000 ps i, cryogenic ball valves for liquid oxygen, with screwed NPT end connection. V alve body and disc shall be brass, with stainless steel ball, and stem. S eals shall be TFE coated 316 stainless steel gaskets. Seat shall be polyf'ill or PTFE. 2. Valve actuator shall be of the electro-hydraulic type for fast open/closed service supplied by the valve manufacturer. Actuator shall contain a return to close on power failure. The enclosure shall be NEMA 4X and power shall be 120VAC. V-NOTCH BALL VALVES FOR OXYGEN SERVICE Ball valves shall be Tyco (KTM) Low Temperature and Cryogenic Valves. Ball valves shall be V-notch modulating manual or electric for ozone and air service, with flanged end connection. C. The design Cv coefFicient shall be selected to ensure operation over a minimum of 60% of full opening range at minimum and m�imum flow conditions. Calculations shall be provided with submittal. D. � 232 � A. � B. � � � � Ball valves shall be Class 150, with 316 SS body, RTFE gasket and 316 SS seat. STAINLESS STEEL DUAL DOOR CHECK VALVES (OZONATED WATER SERVICE) Manufacturers: Provide products of one of the following: 1. Crane Valve Company. B. General: 1. Provide valves conforming to the following: a. API594. b. API598 c. ASME/ANSI B 16.34. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 23 Revised March 13, 2013 � €��'i� ��C��fi�: �� 2. Rated Working Pressure: 150 psig. 3. The valve shall be fully open at design flow with a"K'" value not exceeding 1.2. C. Valve Construction: � 1. Valve components shall be suitable for ozonated water service. 2. Valves shall operate without hammer or shock. 3. Valves shall be equipped with double doors, and low torque springs. Each of the dual plates shall be provided with its own springs to provide independent closing action. 4. Style: Double Flanged with drilling and bolting to conform to ANSI B 16.5 Class 150 flanges. 5. Seat shall be completely out of flow stream and protected from wear. The disc shall fully overlap the synthetic seal, preventing pressure indentations. 6. Each valve shall incorporate hinge pin and stop pin of sufficient strength to contain valve plates within valve body and to serve as stop for plates in open position. Materials of Construction: 1. 2. 3. 4. 5. Body: Type 316 stainless steel. Discs: Type 316 stainless steel. Hinge and Stop Shafts: Type 316 stainless steel. Springs: Inconel or Monel. Seat Material: Viton or other synthetic rubber suitable fc�r ozone or ozonated water. E. Testing: 1. Test each valve in manufacturer's shop with water against leakage at valve's rated pressures. 2. Allowable Leakage: Zero. 3. Test each valve hydrostatically at twice its rated pressure. 2.33 SOLENOID VALVES FOR OXYGEN SERVICE A. Solenoid valves for water service shall be 2-way type for normally closed operation '� designed for not less than a 150 ps i water working pressure. Internal components shall be compatible with ozone gas at 12% WT. Wetted parts shall be NSF approved � for use in potable water treatment. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 24 Revised March 13, 2013 � ^4 'Ak #IH all ..R � � � ��, � � � � � � � , � � � � � : C. Valves shall be flanged class 150, normally closed and power to open. Valves shall be Type 304 stainless steel. D. Valves less than 3 inches shall have forged brass bodies. Three-inch valves shall have aluminum bodies. Valves shall have NPT threaded ends, stainless steel wetted parts, Buna N seals/disks, and Division 1& 2(explosion proof and intrinsically safe). The valves shall operate on 24 Vdc power, shall have threaded conduit hubs and standby manual operators, and shall not require a minimum operating pressure differential for steady operation. E. 2.34 A. 2.35 The valves shall be manufactured by Tyco Westlock Falcon Series solenoid valves. NEEDLE VALVES LOX and Ozone Service. 1. Type of Valve: Needle valve. 2. Type of Service: LOX and Ozone. 3. Type of End Connection: 1/4" swaged. 4. Size (inches): Orifice Size 0.175" (min). 5. Rating and Description: Integral bonnet valve with 316 s tainless steel body material, stem type ball, gland, bonnet, stem and body should be 316 stainless steel ASTM 276, TFE (teflon) packing, factory cleaned, packaged and labeled for oxygen service. 6. Manufacturer and Product: a. Swagelok 18 Series, Model # SS-18RS8. GLOBE VALVES FOR OXYGEN SERVICE A. LOX Service: Manual Isolation: 1. 2. 3. 4. 5. 6. 7. 8. Type: Globe, cryogenic type. Size: 1" to 2". End connection: NPT Pressure Class: 400 psig. Body and Disc/Trim Construction: Bronze. Seat: PTFE. Actuator: Handle Cryogenic, Oxygen cleaned. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 25 Revised March 13, 2013 � � 2.36 A. � Manufacturers: a. William Powell Company PRESSURE RELIEF VALVES FOR OXYGEN SERVICE Small Size Pressure Relief Valves: B. Valves for LOX and Ozone Services shall have standard pipe thread end connections, with bronze body, Type 316 s tainless steel disc, stainless steel spring, brass seat retainer. Size per valve schedule. C. Valves for LOX shall have standard pipe thread end connections, with bronze body, fluorosilicone disc, stainless steel spring, brass seat retaining. S ize per valve schedule. I� E. 2.37 All shall be cleaned, packaged, and labeled far oxygen service. The valves shall be manufactured by Kunkle. PRESSURE RELIEF VALVES FOR OXYGEN SERVICE: A. Function: The pressure relief function shall maintain pressures settings by opening rapidly to bypass system pressure that exceeds the pressure control setting. The valve shall operate without cavitation damage over specified pressure ranges. B. Main Valve: The valve shall be hydraulically operated, single diaphragm-actuated and globe or angle pattern. The valve shall consist of three major components: the body with seat installed, the cover with bearings installed and the diaphragm assembly. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. Packing glands and/or stuffing boxes are not permitted and there shall be no pistons operating the main valve or pilot controls. C. Main Valve Body: No separate chambers shall be allowed between the main valve cover and body. Valve body and cover shall be of cast materiaL No fabrication or welding shall be used in the manufacturing process. D. The valve shall contain a resilient, synthetic rubber disc, with a rectangular cross- section contained on three and one-half sides by a disc retainer, forming a tight seal against a s ingle removable seat insert. No O-ring type disc (circular, square, or quad type) shall be permitted as the seating surface. E. The disc guide shall be of the contoured type to permit smooth transition of flow and shall hold the disc firmly in place. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � ��,� ��,��g�� Issue for Bid 40 23 21 - 26 Revised March 13, 2013 ' � � r-� �� F. The disc retainer shall be of a sturdy one-piece design capable of withstanding opening and closing shocks. It must have straight edge sides and a radius at the top edge to prevent excessive diaphragm wear as the diaphragm flexes across this surface. No hourglass-shaped disc retainers shall be permitted and no V-type or slotted type disc guides shall be used. G. The diaphragm assembly containing a non-magnetic stainless steel stem of sufficient diameter to withstand high hydraulic pressures, shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The seat shall be a solid, one-piece design and shall have a minimum of a five-degree taper on the seating surface for a positive, drip-tight shut off. No center guides shall be permitted. The stem shall be drilled and tapped in the cover end to receive and affix such accessories as may be deemed necessary. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. H. The diaphragm shall consist of nylon fabric bonded with synthetic rubber compatible with the operating fluid. The center hole for the main valve stem must be sealed by the vulcanized process or a rubber grommet sealing the center stem hole from the operating pressure. The diaphragm must withstand a Mullins Burst Test of a minimum of 600 psi per layer of nylon fabric and shall be cycle tested 100,000 times to insure longevity. The diaphragm shall not be used as the seating surface. The diaphragm shall be fully supported in the valve body and cover by machined surfaces which support no less than one-half of the total surface area of the diaphragm in either the fully open or fully closed position. � I. The main valve seat and the stem bearing in the valve cover shall be removable. The valve seat shall be retained by flat head machine screws for ease of maintenance. � �rj � � � � �� J. The lower bearing of the valve stem shall be contained concentrically within the seat and shall be exposed to the flow on a 11 sides to avoid deposits. To insure proper alignment of the valve stem, the valve body and cover shall be machined with a locating lip. No "pinned" covers to the valve body shall be permitted. Cover bearing, disc retainer, and seat shall be made of the same material. All necessary repairs and/or modifications other than replacement of the main valve body shall be possible without removing the valve from the pipeline. Packing glands and/or stuffing boxes shall not be permitted and components including cast material shall be of North American manufacture. K. Valve Specification: Valve Size 6-inch Location Sidestream Pum Dischar e Service Ozonated Water 35 m 1 Main Valve Body and Type 316 stainless Steel Cover City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 27 Revised March 13, 2013 � � .� Main Valve Trim Type 316 stainless steel Pilot Bod & Trim T e 316 stainless steel Maximum Flow 1,000 m Max U stream Pressure 50 si Max Downstream Pressure 30 si Min Downstream Pressure 5 si End Detail Flan ed Pressure Ratin 250 si Tem erature Ran e 180° Fahrenheit Elastomer Material Viton Coatin Fusion Bonded E ox Options: Open Speed Controls, Valve Position Indicator, Pilot Isolation Valves, Check feature L. Pilot Control System: The pressure relief pilot shall be an adjustable, spring-loaded, normally closed diaphragm control designed to permit flow when upstream pressure exceeds the control setting. The contractor shall connect the sensing/pilot supply connection to the main header with minimum 1/2" 316 S S pipe. A full range of spring settings shall be available in ranges from 0-300 psi. M. A direct factory representative shall be made available for two days for start-up service, inspection and necessary adjustments, and to instruct OWNER'S personnel in operation, care and maintenance. � � 2.38 Valve and all components shall have a 3-year warranty from the date of startup. Manufacturer and Product: 1. Cla-Val Co. FLOW CONTROL VALVES WITH PRESSURE SUSTAINING FUNCTION: A. Functions: The Rate of Flow Control function shall limit flow to the preset maa�imum rate regardless of changing line pressure. The Pressure Sustaining function shall maintain pressures settings by opening rapidly to bypass system pressure that exceeds the pressure control setting. The valve shall operate without cavitation damage over specified pressure ranges. B. Main Valve: The valve shall be hydraulically operated, single diaphragm-actuated and globe or angle pattern. The valve shall consist of three major components: the body with seat installed, the cover with bearings installed and the diaphragm assembly. The diaphragm assembly shall be the only moving part and shall forrn a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 28 Revised March 13, 2013 � ar .� . �, � � �� [J � � I� � � � � � � � � � �� LJ u � ' � Packing glands and/or stuffing boxes are not permitted and there shall be no pistons operating the main valve or pilot controls. Main Valve Body: No separate chambers shall be allowed between the main valve cover and body. Valve body and cover shall be of cast material. No fabrication or welding shall be used in the manufacturing process. D. The valve shall contain a r esilient, synthetic rubber disc, with a r ectangular cross- section contained on three and one-half sides by a disc retainer, forming a tight seal against a single removable seat insert. No O-ring type disc (circular, square, or quad type) shall be permitted as the seating surface. E. The disc guide shall be of the contoured type to permit smooth transition of flow and shall hold the disc firmly in place. F. The disc retainer shall be of a sturdy one-piece design capable of withstanding opening and closing shocks. It must have straight edge sides and a radius at the top edge to prevent excessive diaphragm wear as the diaphragm flexes across this surface. No hourglass-shaped disc retainers shall be permitted and no V-type or slotted type disc guides shall be used. G. The diaphragm assembly containing a non-magnetic stainless steel stem of sufficient diameter to withstand high hydraulic pressures, shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The seat shall be a solid, one-piece design and shall have a minimum of a five-degree taper on the seating surface far a positive, drip-tight shut off. No center guides shall be permitted. The stem shall be drilled and tapped in the cover end to receive and affix such accessories as may be deemed necessary. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve separating operating pressure from line pressure. H. The diaphragm shall consist of nylon fabric bonded with synthetic rubber compatible with the operating fluid. The center hole for the main valve stem must be sealed by the vulcanized process or a rubber grommet sealing the center stem hole from the operating pressure. The diaphragm must withstand a Mullins Burst Test of a minimum of 600 psi per layer of nylon fabric and shall be cycle tested 100,000 times to insure longevity. The diaphragm shall not be used as the seating surface. The diaphragm shall be fully supported in the valve body and cover by machined surfaces which support no less than one-half of the total surface area of the diaphragm in either the fully open or fully closed position. I. The main valve seat and the stem bearing in the valve cover shall be removable. The valve seat shall be retained by flat head machine screws for ease of maintenance. J. The lower bearing of the valve stem shall be contained concentrically within the seat and shall be exposed to the flow on a 11 sides to avoid deposits. To insure proper alignment of the valve stem, the valve body and cover shall be machined with a City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� l+��::�� Issue for Bid 40 23 21 - 29 Revised March 13, 2013 � locating lip. No "pinned" covers to the valve body shall be permitted. Cover bearing, disc retainer, and seat shall be made of the same material. All necessary repairs and/or modifications other than replacement of the main valve body shall be possible without removing the valve from the pipeline. Packing glands and/or stuffing boxes shall not be permitted and components including cast material shall be of North American manufacture. Valve Specification: Valve Size 2-inch Location O en Loo Coolin Water Su 1 Service Finished Water Main Valve Body and Ductile Iron Cover Main Valve Trim Type 316 stainless steel Pilot Bod & Trim T e 316 stainless steel Rate of Flow 50 m M� U stream Pressure 80 si MaY Downstream Pressure 10 si Min Downstream Pressure 5 si End Detail Flan ed Pressure Ratin 250 si Tem erature Ran e 180° Fahrenheit Elastomer Material EPDM Coatin Fusion Bonded E ox Options: Valve Position Indicator, Pilot Isolation Valves, Check feature L. Pilot Control System: The pilot system shall be a direct acting diaphragm valve designed to close when the controlling differential exceeds the adjustable spring setting. The pilot control is normally held open by the force of the compression on the spring above the diaphragm and it closes when the pressure acting on the underside of the diaphragrn exceeds the spring setting. The pilot control system shall contain a fixed orifice. No variable orifices shall be permitted. An orifice plate flange assembly shall be included and mounted one to five pipe diameters downstream. The contractor shall connect the sensing line between the pilot system and the orifice plate with minimum 1/2" 316 S S pipe. A full range of spring settings shall be available in ranges from 0-300 psi. M. A direct factory representative shall be made available for two days for start-up service, inspection and necessary adjustments, and to instruct OWNER'S personnel in operation, care and maintenance. N. Valve and all components shall have a 3-year warranty from the date of startup. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �� fi��,�� Issue for Bid 40 23 21 - 30 Revised March 13, 2013 �� 1 � � � � �� ,,; � � � � � � � � � � O. � � 2.39 2.40 r I:� Manufacturer and Product: 1. Cla-Val Co. EXECUTION INSTALLATION General: � 1. All valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. Valves shall be installed in accordance with manufacturer's installation instructions and with the details shown on t he � Drawings. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. � � � � L� LJ � � � � � 2. Valves shall be installed such that they are supported properly in their respective positions, free from distortion and strain. Valves shall be installed such that their weight is not borne by pumps and equipment that are not designed to support the weight of the valve. 3. Valves shall be carefully inspected during installation; they shall be opened wide and then tightly closed and the various nuts and bolts shall be tested for tightness. Special care shall be taken to prevent any foreign matter from becoming lodged in the valve seat: Check and adjust all valves for smooth operation. 4. After installation, all valves and appurtenances shall be tested at least 2 hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. 5. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on t he drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. B efore setting these items, the contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of these structures. In addition, install hangers or supports at all changes in direction at the spacing requirements stated in Section 40 OS 16 Pipe Hangers and Supports. 6. Pipe for use with flexible couplings shall ha�e plain ends as specified in the respective pipe sections in Divisions 33 and 40. 7. Flanged joints shall be made with 304 stainless steel bolts, nuts and washers, Mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be painted the same color as the pipe. All City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �$�� Pai�Cal��i��C� Issue for Bid 40 23 21 - 31 Revised March 13, 2013 buried bolts and nuts shall be heavily coated with two (2) coats of bituminous paint comparable to Inertol No. 66 Special Heavy. 8. Clean iron flanges by wire brushing before installing flanged valves. Clean carbon steel flange bolts and nuts by wire brushing, lubricate threads with oil or graphite, and tighten nuts uniformly and progressively. Clean threaded joints by wirebrushing or swabbing. Apply Teflon joint compound or Teflon tape to pipe threads before installing threaded valves. Joints shall be watertight. Q 10. 11 12 13. Pressure gauges shall not be installed until after the substantial completion date unless otherwise requested by the Engineer. Valve Orientation: a. Install operating stem vertical when valve is installed in horizontal runs of pipe having centerline elevations 4 feet 6 inches or less above finished floor, unless otherwise shown. b. Install operating stem horizontal in horizontal runs of pipe ha�ing centerline elevations between 4 feet 6 inches and 6 feet 9 inches above finished floor, unless otherwise shown. Install a line size ball valve and union upstream of each solenoid valve, in-line flow switch, or the in-line electrical device, excluding flowmeters, for isolation during maintenance. Locate valve to provide accessibility for control and maintenance. I nstall access doors in finished walls or plaster ceilings for valve access. Floor Box and Stem: Steel extension length shall locate operating nut in floor box. 14. Valves shall be tested hydrostatically, concurrently with the pipeline in which they are installed. Protect or isolate any parts of valves, operators, or control and instrumentation systems whose pressure rating is less than the pressure used for the pressure test(s). If valve joints leak during pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and hydrostatically retest the joints. 15. Following installation, all above-ground valves shall be painted in accordance with the painting system specified in Section 40 23 20. Following installation of buried valves or valves installed in valve vaults, repair any scratches, marks . and other types of surface damage, etc., with a coating equal to the original coating supplied by the manufacturer. Prior to backfilling, all nuts, bolts, and other parts of the valve joints shall be coated with two coats, 10 mils DFT per coat, of coal tar epoxy equal to Kop-Coat Bitumastic No. 300-M, or approved equal. 16. Expansion and Contraction Provisions City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � €��1�� i��1+�� Issue for Bid 40 23 21 - 32 Revised March 13, 2013 � � � r � � � � � � � � � � � � � � i L� � � � � � , a. Rigidly support all piping with adequate provisions for expansion and contraction. b. Firmly anchor horizontal runs over 50 feet in length at the midpoint of the runs to force expansion equally toward the ends. 17. Support valves in accordance with Section 40 OS 16. 18. Pipe sleeves and wall castings shall be provided at the locations called for on the Drawings. These units shall be as detailed and of the material as noted on the Drawings. They shall be accurately set in the concrete or masonry to the elevations shown. All wall sleeves and castings required in the walls shall be in place when the wails are poured. Ends of all wall castings and wall sleeves shall be of a type consistent with the piping to be connected to them. 19. Link seals for wall sleeves shall be installed in strict accordance with the manufacturer's printed installation instructions. For watertight applications in tanks or treatment units, the link seal installation shall be tested hydrostatically for leaks at the same time as the tank or treatment unit. Any leaks that occur during the test period shall be repaired by checking the link seals for proper installation and replacement of unit(s) found to be defective at no additional cost to the Owner. 20. Pipe couplings shall be installed in strict accordance with the manufacturer's published instructions and recommendations. 21. Tie rods shall be installed in strict accordance with the manufacturer's written installation requirements. Unless otherwise indicated on t he Drawings, the size and number of tie rods for a joint or installation shall be as recommended by the manufacturer's design chart for a working pressure of 150 psi. 22. Backflow preventions assemblies shall be installed at the locations shown on � the Drawings and shall be installed in accordance with the manufacturer's installation instructions, local codes, and as shown on t he Drawings. Assemblies shall be tested by a cer tified tester and the appropriate report � u submitted to the City utilities department. 23. Reduced pressure principle back flow preventers shall be installed horizontally with an 18-inch minimum clearance between the finished grade and the lowest point on the bottom of the unit. Reduced pressure back flow preventers shall be installed with provisions for a suitable drain arrangement to drain off discharges from the relief valve, so that discharges are not objectionable. Back flow preventers shall be installed such that they are easily accessible for testing, maintenance, and repair. � 24. Piping, fittings, and the air release valves shall be installed as shown on the Drawings. The air release valve assemblies shall be installed so that they are properly supported and such that they will function properly and freely and no � parts shall be strained. Air release valve testing shall be performed during the testing of pipeline which air release is attached. � ' City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 33 Revised March 13, 2013 � � ,. END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issue for Bid 40 23 21 - 34 Revised March 13, 2013 LJ � LJ � � � � LJ � � � � LJ � L� _, ., •�. �,� ,, � i � , i I u � � PART 1- GENERAL � l.o� A. � � � � � : C r � 1.02 � `�' � SECTION 40 24 26 DOUBLE WALL CONTAINMENT PIPING DESCRIPTION Scope of Work: 1. Furnish all labor, materials, equipment and incidentals required, and install and test the double wall containment piping, fittings and appurtenances specified herein for a design pressure of minimum 150 ps i and compatible with the material carried. 2. Double wall containment piping systems are required for all chemical delivery piping in all locations. The double wall containment piping shall be used in all locations for all monitoring/sampling piping to provide robust support and protection. Related Work Described Elsewhere: 1. Section 09 91 O5: Piping and Equipment Identification System. General Design: 1. Double wall containment piping shall be installed in the locations as shown on the Drawings. All plastic pipe and fittings shall conform to this specification section whether provided as a part of an equipment "package" or purchased separately by the Contractor. QUALITY ASSURANCE A. All double wall containment piping, fittings and appurtenances shall be furnished by a single manufacturer who is fully experienced, reputable, and qualified in the manufacture of the items to be furnished. The equipment shall be designed, constructed, and installed in accordance with the best practices and methods and shall comply with these Specifications. B. Double wall containment pipe shall be as manufactured by ASAHUAMERICA INC. � C. Containment piping system for caustic soda shall be heat traced and insulated to maintain a minimum of 65 degree F when outside temperature is 20 degree F. Heat tracing and insulation system shall be self regulating and power limited designed for � industrial use. Locate and provide additional electrical supply as and where required. Manufacturer: Raychem. � , City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 40 24 26 - 1 Revised March 18, 2013 � � .� 1.03 A. : C 1.04 SUBMITTALS Materials and Shop Drawings: 1. Shop drawings shall be submitted to the Engineer for approval in accordance with the General Conditions and Section Ol 33 0O and shall include dimensioning and the technical specification for all piping to be furnished. Additional Information: 1. Submit to the Engineer, for approval, samples of all materials specified herein, along with the manufacturer's Certificates of Inspection, descriptive literature, illustrations, specifications, installation instructions, and related information. Operating Instructions: (Not Applicable) PRODUCT DELIVERY, STORAGE AND HANDLING A. Double wall conta.inment pipe shall be delivered to the site in unbroken bundles packaged in such manner as to provide protection against damage. When possible, pipe should be stored at the job site in the unit packages until ready for use. Packaged units shall be handled using a fork lift or a spreader bar with fabric straps. Packaged units shall not be stacked at the job site higher than two units high. B. When it is necessary to store double wall containment pipe for more than 30 days, exposure to direct sunlight shall be prevented by covering the pipe with an opaque material. Adequate air circulation above and around the pipe shall be provided as required to prevent excessive heat accumulation. Double wall containment pipe shall not be stored close to heat sources or hot objects such as heaters, fires, boilers or engine exhaust. Pipe gaskets shall be protected from excessive exposure to heat, direct sunlight, ozone, oil and grease. The interior and all sealing surfaces of pipe, fittings and other appurtenances shall be kept clean and free of dirt and foreign matter. C. Care shall be taken in handling and laying pipe and fittings to avoid severe impact blows, crushing, abrasion damage, gouging or cutting. Pipe shall be lowered, not dropped, from trucks or into trenches. All cracked, damaged c►r defective pipe and fittings, or any length of pipe having a gouge, scratch or other permanent indentation of more than 10 percent of the wall thickness in depth, shall be rejected and removed at once from the work and replaced with new acceptable pipe at no additional cost to the Owner. 1.OS WARRANTY AND GUARANTEES A. Provide equipment warranty in accordance with Section O1 70 40 - Warrantees and Bonds. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � #��j�',� �� ,�"`„�j5��#,�, Issued for Bid 40 24 26 - 2 Revised March 18, 2013 r�, � � t_ I L� � � � � � � � � � � � � ' � � i , PART 2 - PRODUCTS 2.01 GENERAL A. All double wall containment piping system components shall be pre-engineered, factory fabricated, tested, and assembled such that field assembly is minimized to primarily that of straight joints. Manufactures shall confirm compatibility 2.02 � A. � � � � � � � � � � � �� : MATERIALS AND EQUIPMENT Monitoring Carrier Pipe 1. Carrier Pipe: a. Pipe shall be made of polyethylene. Inside Pipe/Carrier Pipe PE 100- RC: High density polyethylene with a minimum cell classification of PE445584C. Supply straight sections in 20-foot random lengths. b. Piping support distance shall be designed for a 140 deg F temperature. 2. Containment Pipe: a. Pipe shall be made of polyethylene. Outside Pipe PE 100: High density polyethylene with a minimum cell classification of PE346544C. 3. Fittings: a. Fittings shall be PE 100: High density polyethylene with a minimum cell classification of PE346544C. b. Piping layout shall be designed and provided with couplings/fittings for removal of individual sections for repair or replacement. Chemica] Line Pipe l. Carrier Pipe: a. Unless specified otherwise, pipe shall be made of PVC SCH 80. Inside Pipe/Carrier Pipe shall be l" PVC SCH 80. Supply straight sections in 20-foot random lengths. b. Piping support distance shall be designed for a 140 deg F temperature. 2 � Containment Pipe: a. Pipe shall be made of SCH 80 PVC. Fittings: a. Fittings shall be SCH 80 PVC. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 40 24 26 - 3 Revised March 18, 2013 .,:� � �� Piping layout shall be designed and provided w�ith couplings/fittings for removal of individual sections for repair or replacement. � 2.03 ACCESSORIES A. Centering Devices: 1. Centering and support carrier pipe within the containment pipe with centering devices. Locate not less than every 9 feet or within 24 i nches of the termination of the containment pipe on all fabricated pieces. B. Leak Detection System: 2.04 A. 1. Install in strict accordance with the system manufacturer's instructions and recommendations as approved by the engineer. Leak detection shall be based on manually examined taps designed and located to isolate any leak location as determined by the manufacturer. SPARE PARTS All special tools, solvents, lubricants, and cements required for normal installation shall be furnished with the pipe. 2.05 QUALITY CONTROL A. Contractor shall follow Manufacturer's and Supplier's recommended product quality control specifics as required for project. PART 3 - EXECUTION 3.01 3.02 PREPARATION (NOT APPLICABLE) INSTALLATION A. Install double wall containment pipe where shown on t he Drawings and in strict accordance with the manufacturer's technical data and printed instructions. B. Joints for double wall containment pipe and fittings shall be socket or butt fusion welded. All joints shall be made watertight. All pipe cutting and jointing procedures for welded pipe joints shall be in strict accardance with the pipe and fittings manufacturer's printed installation instructions. C. Installation of valves and fittings shall be strictly in accordance with the manufacturer's instructions. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 40 24 26 - 4 Revised March 18, 2013 ,; _ : _� . . � S � ' � � D. All piping shall have sufficient number of unions to allow convenient removal and shall be as approved by the Engineer. E. Concrete inserts for hangers and supports shall be furnished and installed in the concrete as it is placed. The inserts shall be set in accordance with the requirements of the piping layout and the Contractor shall verify their locations from approved piping layout Drawings and the structural Drawings. F. All valves and equipment shall be supported independently from the pipe. Anchor valves such that the turning moment resulting from their operation will not be transmitted to the pipe. 3.03 , A. � B. � � � � �J � _� � � , , INSPECTION AND TESTING All double containment piping shall be hydrostatically pressure tested and flushed in accordance with the manufacturer's recommendations. Following installation and testing: 1. 2. Flush clean the carrier and containment piping system. Purge the annular space of moisture with clean, dry air. 3.04 START-UP AND INSTRUCTION A. Provide manufacturer's representative to assist with the unloading of the double wall containment piping system, system tests, containment pipe joint closure, installation and testing of the leak detection system, and training of owner's personnel in the operation and maintenance of the leak detection system. Manufacturer's representative shall complete a Manufaciurer's Certificate of Proper Installation. Inspection and examination practices shall be according to ASME B31.3-93 for normal fluid service. END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 40 24 26 - 5 Revised March 18, 2013 � ae� � ' � � � � ' � � � � , � , ' , SECTION 43 32 56.01 RO CIP PUMPS PART 1- GENERAL 1.01 DESCRIPTION A. Scope of Work: Furnish all labor, equipment, and materials required and install one (1) stainless steel horizontal end-suction pump, VFD, motors, and all other materials necessary to provide for the installation in accordance with these Specifications and as shown on the Drawings. B. Related Work Described Elsewhere: 1. Equipment Testing and Facility Startup included in Section O1 91 14. 2. Painting and Coating of Process Equipment is included in Section 09 90 O1. 3. Disinfection of Water Storage Facilities and Process Piping is included in Section 33 13 00. 4. 5. Process Instrumentation and Controls are included in DIV 40. Section 26 24 19 - Variable Frequency Drives 6. Section 11 OS 13 — Motors C. General Design: 1 2. 3. 4. 5. The CIP pump shall be a horizontal end-suction pump manufactured by Cornell Pumps, Goulds, or Peerless. One (1) horizontal end-suction pump shall be provided and installed to supply all three reverse osmosis units with Clean-in-Place (CIl') chemicals at the required flow rates and pressures. The pump shall be located and installed as shown on t he Contract Drawings and shall be in compliance with these Specifications. The pump is to be mounted inline with the CIP piping as shown in the Contract Documents and shall be supported as per manufacturer's recommendations. The pumps shall have above grade suction and discharge flanges, open line shaft design with water lubricated bearings. The operation of the pump will be controlled by the CIP local control panel. The operating pressure, flow settings and other operational information is contained within 40 91 10. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 1 Revised March 18, 2013 � 1.02 QUALITY ASSURANCE A. Material Service Requirements: The pumps, motors, and all related equipment shall be suitably constructed of materials to withstand the operating conditions which shall be experienced during the pump's performance and environment. B. Balancing: Pump units shall be statically and dynamically balanced. T he vibration allowance in the units shall not exceed the upper limits as established by the Hydraulic Institute standards. C. The pumps shall be given a complete non-witnessed performance test to include head/capacity, efficiency and brake horsepower, to prove that the pumps supplied conform to the requirements of this Specification. The test data shall be submitted on an 8-1/2-inch by 11-inch sheet at as large a scale as is practical. :Four (4) copies of the approved pump test curves laminated in plastic shall be provided to the Owner upon final acceptance of the pumps. The curves shall be plotted from no flow at shut ofi head to maximum flow at minimum head specified. 1.03 A. SUBMITTALS Shop Drawings 1. Submit the following to the Engineer for approval before fabrication and delivery: a. b. c. � Manufacturer's literature, illustrations, and applicable data for the pumps• Details of pump assembly, installation layout and procedures, piping and electrical connections and requirements, types of materials used in pump construction, details on all pump accessories, such as couplings, line shaft, discharge head, etc., dimensions oi' major components, weights, structural and operating features, space required, clearances, type of finish or shop coat, and other pertinent data. A list of manufacturer's recommended spare parts to be supplied, with the manufacturer's current price for each item. List bearings by the bearing manufacturer's numbers only. The following data shall be provided on the drive motor: i. Materials of construction. ii. � Dimensions. iii. RPM at full load. iv. Frequency. v. Voltage. vi. Full load current. vii. Code and design letter. viii. Efficiency. ix. Horsepower. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 2 Revised March 18, 2013 � � � , � � � � ' � � � � � �J � � � � � ' � ' � � , � � � � � � _I � � , � ' � : C. x. xi. xii. xiii. X1V. xv. xvi. Performance Curves Number of phases. Time rating. Temperature rise. Service factor. Bearing life rating. Motor manufacturer's recommended lubrication requirements. 1. The Contractor shall submit the following to the Engineer for approval, prior to shipment from the factory: a. Submit manufacturer's pump performance curves from an identical pump for each size of pump and motor combination furnished illustrating pump characteristics of head, discharge flow, efficiency, impeller size, motor speed, and horsepower for the full range of head conditions specified. Provide performance curves with the full range of specified speeds for pumps with variable frequency drives. b. Curves shall be submitted on 8-1/2-inch by 11-inch sheets, at as large a scale as is practical. Curves shall be plotted from no flow at shut-off head to maximum pump runout head and gallonage allowed by the manufacturer. c. Points of operation which cause bearing stress or shaft deflection in excess of the manufacturer's tolerances for continuous operation shall be indicated on the submitted curves. Submit the following for each proposed pump: 1. Pump Manufacturer's Name. 2. Pump Model No. 3. Rated Capacity (GP1V�. 4. Total Dynamic Head at Rated Capacity (ft). 5. Nominal Speed of Turbine (RPM). 6. Size of Suction Connection (in). 7. Size of Discharge Connection (in}. 8. Type of Impellers. 9. Impeller Diameter. 10. Mechanical Seals. 11. Motor Manufacturer and Model No. 12. Motor NEMA Frame No. 13. Motor Horsepower. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 3 Revised March 18, 2013 � �� .�� 1.04 14. Motor Speed (RPM). 15. Motor Efficiency at Rated Capacity (%). 16. Brake Horsepower of Pumping Unit at Rated Capacity (HP). 17. Kilowatt Consumption Per Hour at Rated Capacity (KW/hr). 18. Field Efficiency: a. primary condition (%). b. secondary condition (%). Operating and Maintenance Instructions 1. Submit six (6) sets of operation and maintenance manuals in accordance with Section O 1 33 00 . T he operation and maintenance manuals shall have been prepared specifically for the model and type of pump furnished and shall not refer to other models and types of similar equipment. T he operation and maintenance manuals shall include but not be limited to the following: a. Equipment function. b. Description. c. Normal and limiting operating characteristics. d. Installation instructions (assembly, alignmeYrt and adjustment procedures). e. Operation instructions (normal start-up and shutdown procedures, normal operating conditions and emergency situations). f. Lubrication and maintenance instructions. g. Troubleshooting guide. h. Parts list with catalog numbers and predicted life of parts subject to wear. i. Drawings - cross sectional view, assembly, and wiring diagrams. j. Factory test performance curves for supplied pumps. DELIVERY, STORAGE, AND HANDLING A. All equipment and appurtenances shall be properly protected so that no damage or deterioration will occur from the time of shipment until the equipment is installed and ready for operation. B. Factory assembled parts and components shall not be dismantled for shipment unless permission is received in writing from the Engineer. P umps shall be prepared for shipment in accordance with API Standard 610. C. Finished surfaces of all exposed pump openings shall be properly protected. � ' � ' ' � , � � � � ' � � � � D. Finished iron, steel, or stainless steel surfaces not painted shall be properly protected to prevent rust and corrosion. � City of Clearwater WTP No. 2— Contract 4: RO Plant , Site Expansion Project 10-0039-UT-(D) � ��6�� j�r,$��#�� Issued for Bid 43 32 56.01 - 4 Revised March 18, 2013 , � ' E. Finished stainless steel shall be factory full immersion pickled and passivated. Stainless steel shall not be painted. ' , , , , � , � � , � � � , � ' � F. All entrapped water from hydrostatic or other testing shall be drained prior to shipment and proper care shall be taken to protect the equipment from the entrance of water during shipment, storage, and handling. G. H. 1.05 Each box or package shall be properly marked to show its net weight in addition to its contents. Pumps shall be shipped and handled in such a manner as to prevent damage. The pumps and motors shall be stored in clean, dry, and protected locations at the job site. WARRANTY AND GUARANTEES A. All equipment supplied under this section shall be warranted for a period of one (1) year by the manufacturer. Warranty period shall commence upon Owner final acceptance as specified in the General and Supplementary Conditions. B. The equipment shall be under warranty to be free from defects in workmanship, design and materials. If any part of the equipment should fail during the warranty period, it shall be replaced at no expense ta the Owner. C. The replacement or repair (including cost of parts and labor) of those items normally consumed in service, such as pump packing, oil, grease, and the like, shall be considered as part of routine preventive maintenance by the Owner. D. Certifications: 1. Furnish certifications as specified in Section O1 91 14: Start-up. Furnish the Engineer with a written certification signed by the manufacturer's representative, that the following is true for the installed equipment: a. Equipment has been installed per manufacturer's requirements. b. Equipment has been lubricated per manufacturer's instructions. c. Equipment has been accurately aligned and proper running clearances set. d. Equipment is free from undue stress imposed by piping or mounting bolts. e. Equipment is ready to be operated on a continuous basis, and is free from any known defects. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 5 Revised March 18, 2013 � � PART 2 - PRODUCTS 2.01 GENERAL A. : Pump curves shall have no more than one specific flow rate corresponding to one specific head condition except for shut-off head. Pumps and all related equipment shall be constructed of materials suitable for the intended applications. C. Data Plates: 1. All data plates shall be of stainless steel suitably attached to the pump with stainless steel screws. 2. Pump data plates shall contain: a. Manufacturer's name. b. Pump size and type. c. Serial number. d. Speed. e. Impeller diameter. f. Design capacity and head. g. And other pertinent data. 3. Motor data plates shall contain: a. Manufacturer's name. b. Model number. c. Serial number. d. RPM. e. HP. f. Frequency. g. Voltage. h. Phase. i. Efficiency. j. Service factor. D. All machine bolts, nuts, and cap screws shall be of the hex head type. Hardware requiring special tools or wrenches shall not be used. E. Parts shall be completely identified with a numerical system to facilitate parts inventory control and stocking. Each part shall be properly identified by a separate number. Identical parts for separate units shall have the same number. F. The equipment shall be furnished with shims, 316 stainless steel anchor bolts, couplings, motor flanges, and any other miscellaneous materials necessary to properly � mount and install pump and motor. City of Clearwater WTP No. 2— Contract 4: RO Plant ' Site Expansion Project 10-0039-UT-(D) � ��E�,� ��j��$�� Issued for Bid 43 32 56.01 - 6 Revised March 18, 2013 � , ' ' , � ' ' , � , � , � � � , � lJ ' G. Painting: All external parts of the pump, motor, drive unit, base, and accessories shall be coated in accordance with Section 09 90 O1. All coatings used for shop painting shall be the products of the same manufacturer as the coating to be used for field painting to assure coating compatibility. Color of finish coating shall be specified by ENGINEER. H. 2.02 A. I� All wetted materials and coatings shall be NSF 61 approved. MATERIAL AND EQUIPMENT General: L The stainless steel pump shall of the horizontal end-suction type capable of pumping from the location and in the configuration shown on the Contract Drawings at designed capacities as noted and shall conform to the applicable requirements of ANSUAWWA Standard EIOI, latest revision. 2. CIP Pump shall meet requirements shown in TABLE 43 32 56.01-A below. 3. All wetted materials and coatings shall be NSF 61 approved. 316 Stainless Steel Horizontal End-Suction Pump: 1. Body: a. b. c. d. e. 2. The pump case shall be cast in A351 CF8M stainless steel and provide for a confined controlled compression, 316 stainless steel spiral wound gasket with carbon filter material. The pump cover stand shall be a one (1) piece design, cast in A351 CF8M. The motor mounting flange shall have a register fit to align the motor of the pump. The case to cover bolting shall be A193 B8M studs with A194 8M nuts. Access to the mechanical seal shall be through windows located at 90° to the discharge. The openings shall be covered with expanded metal guards which have a metal frame. The frame shall be at least one (1) inch wide and drilled so that it will bolt onto the cover. Couplings guards shall be 316 stainless steel. 300 lb flanges shall be integral with the easing and comply with ANSI B 16.5. a. Both the case and cover shall be fitted with replaceable wear rings made of babbitted carbon and have an interference fit. Pinning is not required. Stuffing Box: a. The stuffing box for inline pumps shall be integral with the cover and provide for alignment of the gland plate. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) � �E�� '�i��1�;��E'�'� Issued for Bid 43 32 56.01 - 7 Revised March 18, 2013 3. 4. � Q b. The gland plate shall be 316 stainless steel and sealed with a Viton O- ring. The gland plate shall be accurately machined pilot fit to align the gland in the center of the pump. Gland plate bolting shall be 316 stainless steel and pass through holes in the gland plate. Slots are not acceptable. c. The mechanical seal shall be a J ohn Crane type 8B-1 or Flowserve type QB, pusher seal with tungsten carbide stationary face and carbon rotating face. Sealing O-rings shall be Viton. The seal shall mount directly on the pump shaft. Coupling: a. The coupling shall have carbon steel and longitudinal split. It shall have circular key sat the top and bottom. When coupling is assembled it must automatically provide the correct setting of the pump shafi to properly load the mechanical seal faces. b. The coupling shall be made of C-1040 carbon steel and have G8 cap screws. c. The coupling shall provide ample space between the motor shaft and pump shaft to remove the mechanical seal without disturbing the driver. Shafts: a. The pump shaft shall be 316 stainless steel and drilled and tapped at the bottom to accept the impeller bolt as well as having a milled keyway for a straight key at the top and bottom. b. Shaft run-out at the gland plate below the coupling shall not exceed 0.002-inches run-out. Impellers: - �� b. c. The impeller shall be A351 CF8M and made from a solid hub casting. The impeller shall be attached to the pump sha�t by means of a 316 stainless steel impeller cap screw and washer which is specifically designed to prevent disturbances in the impeller eye. The shaft shall have a 316 stainless steel straight key to prevent the impeller from turning on the shaft. The impeller shall be fitted with 316 stainless steel wear rings front and back. Clearances between the stationary and rotating wear rings shall be per Table 3 of API-610 7�' Edition. Impeller wear rings shall be pinned to the impeller. Thrust Bearings: a. The radial and axial tl�rust bearings shall be located in the motor with the thrust bearing in the top of the motor. Bearing life shall be a minimum of 25,000 hour s B-10 bearing life at the rated condition. Bearings shall be grease lubricated. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 8 Revised March 18, 2013 � .. . ' � '� ' L� ' r �� 'J � ' �� J i � ' � , ' � � � u I � ' , � � ' � �l 7. Seal Flush: 8. E a. b. c. The mechanical seal shall be self lubricating. For suction pressures below 250 psig seal flush plan II shall be used. When suction pressure is greater than 250 psig, Flush plan 13 shall be used. The seal flush plan shall consist of 316 and 316L stainless steel tubing and compression fittings with 316 s tainless steel pipe tee, and a 316 stainless steel high point vent plug. Vibration: a. The maximum vibration level measured on the top motor bearing housing at the rated pump speed. Vibration limits shall be per Table 2- 6 of API-610 8�' Edition. Pump Materials of Construction: a. b. c. d. e. f. g• h. i. J• k. 1. m. n. o. P• q• Pump Case: A351 CF8M Pump Cover: A351 CF8M Coupling Guards: 316 stainless steel Pump Coupling: A568-C1018 Pump Shafts: A276-316 Impeller: A351 CF8M Impeller Bolt: A193-B8M Impeller Washer: A276-316 Impeller Wear Rings: A276-316 Case Wear Ring: Babbitted Carbon Cover Wear Ring: Babbitted Carbon Stuffing Box Bearing: Babbitted Carbon O-rings: Viton Mounting plate and Flanges: 316 stainless steel Bolts and nuts: 316 stainless steel Gland Bolts and Plate: A276-316/A193 B8M2 Case Bolting/Nuts: A 193 B8M/A194 8M Mechanical Seal Metal Parts: 316 stainless steel � 10. Do not construct the impeller and wear rings of the same material. Impeller and bowl wear ring materials shall have a minimum Brinell hardness difference of 50. � � �I �' CI C. Pump Motors: 1. The pump manufacturer shall be responsible for supplying the motor and shall ensure proper coordination for mounting of the motor on the pump. Pump manufacturer shall properly select and size the drive unit for the pump inclusive of thrust bearing capacity for all conditions as start-up, runout, and shutoff. Motors shall be compliant with Section 11 OS 13. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 9 Revised March 18, 2013 � � �:. 2 ' Motors shall be specifically designed for operation with variable frequency � drive speed controls as specified herein. a. The motor shall be designed for continuous operation with: i. 460 V. ii. 3 Phase. iii. 60 Hz. iv. M�imum speed of 1,800 RPM. 3. The motor shall be non-overloading, without use of the service factor, at any point on t he driven pump's performance curve. The motor shall be NEMA Design B, and shall be designed, constructed and tested in accordance with applicable IEEE, NEMA, AFBMA and ANSI standards as manufactured by U.S. Electrical Motors, General Electric, Westinghouse. M otors shall be given a short commercial test in accordance with IEEE standards and furnished with the following construction features before shipping to the pump manufacturer testing facility: b. c. d. e. f. g� h. J• k. m. Stainless steel mesh insects and rodents screen. Premium ef.ficiency, 95.5 % minimum. Class F Insulation. Maximum temperature rise of the motor windings shall not exceed 80° C as measured by resistance, when the motor is aperated continuously at rated horsepower, rated voltage and frequency in ambient air temperature of 40° C. 1.15 Service Factor. Epoxy sealed rotor and stator windings. Motor w�indings for stator and rotor and m�tor leads shall be manufactured using solid copper wire. Shielded, regreasable, vacuum de�assed steel ba11 bearings. M otor thrust bearin�s shall have ample capacity to carry the weight of all rotating parts plus the hydraulic thrust of the pump impellers ��vith an ample safety factor. Minimum B-10 bearing life af 100,000 hours. Corrosion resistant hardware and grease plugs. Gasket between motor frame and conduit box. Gasketed cast iron conduit box. 3l6 Stainless steel naineplate fastened with stainless steel pins. Space heaters shall be provided to operate 1?0-volt single phase power. Leads shall be brought out to a terminal block enclosed in a NEMA 12 accessory box. 1Vlotors sha]] be provided with a metallic foil or plastic ��arning label with red back�round and ��hite letters whiuh has the following legend: " WARNING — ELECTRICAL SHOCK HAZARD", motor equipped with strip heaters. Strip Heater circuit remains energized with main disconnect for Pump "Off'. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 10 Revised March ] 8, 2013 � � , ' , ' �I ' �1 �� , � � CJ 1 ' � D. ' , � 2.03 , A. n. Vibration shall not exceed Hydraulic Institute Standards and sound pressure ]evel shall not exceed 80 dbA at 5 f eet under full load conditions in accordance with IEEE standard 85. o. A brounding lug shall be provided in the conduit box. p. Each motor shall be fitted v�Tith a vertical bottom steady bushing to assist in lona life operation of the mechanical seal. Pump and Motor Coupling Guard 1. Provide a coupling guard on the discharge head to prevent personal injury from the rotating pump and motor coupling. The guard shall be manufactured of 316 stainless steel and shall comply with all applicable OSHA requirements. The guard shall be bolted or screwed to the pump base with Type 316 stainless steel bolts and nuts or screws and shall be easily removable for access to the pump and motor coupling. ACCESSORIES Discharge Sampling Tap and Pressure Gauge 1. A sampling tap shall be provided for the purpose of taking samples on each � pump discharge flange or pump body. A 0-150 psi pressure gauge shall be provided, as per specifications. The gauge and sample tap shall be connected to the discharge head. T he discharge head shall be provided by the pump � manufacturer with plugged connections with the sampling tap and gauge to be installed by the Contractor in the field. �� B. Miscellaneous Parts 1. The equipment shall be furnished with shims, Type 316 stainless steel anchor bolts, couplings, motor flanges, and any other miscellaneous materials necessary to properly mount and install pumps and motors. C. Lubricants � ' � 2.04 , ��J � ' 1. Pump and drive units shall be delivered with the equipment fully lubricated insofar as possible. If any point cannot be serviced, it shall be clearly marked to the effect that it is not lubricated and requires servicing prior to operation. A one year supply of proper lubricant, with instructions for its application, shall be supplied with the equipment for each point not lubricated prior to shipment. SPARE PARTS A. The manufacturers of the equipment specified herein shall furnish a complete set of recommended spare parts necessary for the first five (5) years of operation of the pumping system. T he Contractor shall furnish, as a minimum, for each pump, the following spare parts, properly boxed and labeled for each pump: City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 11 Revised March 18, 2013 �y _ ._ � � . ��: �. 1. Two (2) sets of gaskets and O-rings. 2. Two (2) mechanical seals. 3. Two (2) sets of sha$ sleeves, keys, and accessories. 4. One (1) year supply of each type of lubricant required. B. If this minimum spare parts list is not inclusive of the manufacturer's recommendation, then Contractor shall provide the remaining spare parts as recommended by the manufacturer. C. Spare parts shall be properly bound and labeled for easy identification without opening the packaging and suitably protected for long term storage. PART 3 - EXECUTION 3.01 PREPARATION A. Shop Painting : 3.02 1. Before exposure to weather and prior to shop painting, all surfaces shall be thoroughly cleaned, dry and free from all mill-scale, rust, grease, dirt and other foreign matter. 2. Stainless steel piping and equipment shall be factory full immersion pickled and passivated. 3. All exposed portions of the motors shall be shop primed. Primer shall be compatible with field painting as specified in Section 09 90 O 1. 4. All nameplates shall be properly protected during painting. 5. Gears, bearing surfaces, and other similar surfaces obviously not to be painted shall be given a heavy shop coat of grease or other suitable rust resistant coating. T his coating shall be maintained as necessary to prevent corrosion during periods of storage and erection and shall be satisfactory to the Engineer up to the time of the final acceptance test. Field Painting 1. Field painting is specified under Section 09 90 O1: Painting and Coating of Process Equipment. The primer and paint used in the shop shall be products of the same manufacturer as the field paint to assure compatibility. 2. All nameplates shall be properly protected during painting. INSTALLATION L_J ' , � � � r �' I� � � � � ' � ' A. Installation of pumping equipment shall be in strict accordance with the respective manufacturer's instructions and recommendations in the locations shown on t he � Drawings. E quipment shall be installed by experienced and mechanically skilled City of Clearwater WTP No. 2— Contract 4: RO Plant � Site Expansion Project 10-0039-UT-(D) � ��1�� E�ta1�+i�� Issued for Bid 43 32 56A1 - 12 Revised March 18, 2013 ' ' , ' ' �J � ' ' � � workmen with previous experience in similar installations. Installation shall include furnishing the required oil and grease for initial operation. T he grades of oil and grease shall be in accordance with the manufacturer's recommendations. B. All necessary piping, fittings, valves, air relief valves, vents, concrete foundation, anchor bolts, grouting, etc. shall be provided to ensure a complete and satisfactory installation of the pumping equipment including pump, electric motor, line shafting, column pipe, electrical connections and piping connections. C. Install pressure Drawings and each location. gauges on the pump suction and discharge piping as shown on t he specified herein, including an isolation valve and pressure gauge at D. All anchor bolts, nuts and washers shall be Type 316 stainless steel. All brackets and hardware items shall be Type 316 stainless steel. E. Each pump shall be aligned and connected to the discharge piping and the subbase then grouted in place with non-shrinking grout. Grouting shall be as specified in Section 03 60 00. A concrete base shall be provided as required. F. Install piping, fittings, valves and other appurtenances to the pump installation in accordance with the manufacturer's installation instructions, the requirements of referenced sections included with these specifications and as shown on the Drawings. Equipment shall be installed in a workmanlike mariner so that individual equipment will function properly and freely and no individual parts shall be strained. G. All equipment containing moving parts shall be installed level and plumb, unless � otherwise indicated in the Drawings or in the specifications; and shall be anchored securely in order that noise be suppressed to a minimum and that vibrations do not cause damage while in operation. � 3.03 FACTORY SERVICE REPRESENTATIVE ' i ' C'� � u ' A. The equipment manufacturer shall furnish the services of a competent and experienced representative who has complete knowledge of proper operation and maintenance of the equipment for a period of not less than two (2) eight (8) hour days in two separate visits to inspect the installed equipment, supervise the initial test run, and provide instructions to the plant personnel. The first visit will be for checking and inspecting the equipment after it is installed. The second visit will be to operate and supervise the initial field test. At least four (4) hours of the second day shall be allocated solely to the instruction of plant personnel in operation and maintenance of the equipment. This instruction period shall be scheduled at least ten (10) days in advance with the Owner and shall take place prior to acceptance by the Owner. The final copies of Operation and Maintenance manuals specified in Section O1 79 23 must have been delivered to the Engineer prior to scheduling the instruction period with the Owner. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 13 Revised March 18, 2013 � � 3.04 INSPECTION AND TE5TING A. After the pumps have been completely installed, the Contractor shall conduct, in the presence of the Engineer, testing of all mechanical equipment and piping as in operation to demonstrate capacity, correct alignment, smooth operation, proper adjustment, and freedom from noise, vibration, over-heating and leaking, and to ensure satisfactory compliance with the Speciiications. All defects shall be corrected. The Contractor shall supply all oil, grease, electric power, water, and all other material necessary to complete the field tests. B. If a pump performance does not meet the Specifications, corrective measures shall be taken by the Contractor, or the pump shall be removed and replaced with a pump which satisfies the conditions specified. C. � Motors: 1. The Contractor shall check the insulation resistance of each motor winding before energizing the motor. If insulation resistance is found to be low, the Contractor shall notify the Engineer and shall not energize the motor. 2. The Contractor shall check all motors for correct clearances and alignment and for correct lubrication in accordance with Manufacturer's instructions. T he Contractor shall check direction or rotation of all motors and reverse connections if necessary. Pump Field Testing: 1. Upon completion of all the mechanical work, the Contractor shall conduct testing as specified herein to demonstrate that the equipment performs in accordance with all Specifications. 2. A performance test shall be performed in accordance with Hydraulic Institute Standards. F low output shall be measured by plant instrumentation and storage volumes. The Contractor shall perform initial testing of the equipment to ensure that the tests listed in the Demonstration Test paragraph below can be completed. 3. The Demonstration Test shall demonstrate that all items of these Specifcations have been met by the equipment, as installed, and shall include the following tests: a. That the pump can deliver the specified pressure and discharge flow at rated efficiency. b. That the pump controls perform satisfactorily. 4. In the event that the equipment does not meet the Demonstration Test, the Contractar shall, at his own expense, make sure changes and adjustments in the equipment which he deems necessary and shall conduct further tests until written certification is received from the Engineer. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 14 Revised March 18, 2013 ' �� ' ' ' ' ' t __l lJ � � , � , ' � , , ' ' � ' ' � ' , ' , � ' ' ' , ' ' � E. 3.05 A. : All piping, fittings and valves shall be pressure tested in accordance with Section O1 91 14 and disinfected in accordance with Section 33 13 00. START-UP AND 1NSTRUCTION The manufacturer's representative shall be present at the site or a cl assroom designated by Owner as listed below. Travel time is excluded: 1. One (1) eight (8) hour day for installation assistance and inspection. 2. One (1) eight (8) hour day for functional and performance testing and completion of Manufacturer's Certificate of Proper Installation. 3. One (1) four (4) hour half day will be allocated for pre-stariup classroom or site training. Start up shall be in accordance with Section O1 91 14. TABLE 43 32 56.01-A PUMP REQUIREMENTS Pump Location / I Reverse Osmosis CIP Pump Pumn ID Pump No. RO CIP-1 Pump/Discharge Size 5-inch(es) Discharge Flange Barrel/Suction Size 8-inch(es) Suction Flange Pump Design Speed 1,800 RPM Primary Operating Point 1,350 GPM @ 70-feet TDH (Min. 71% Eff.) Low Operating Point 200 GPM @ 20-feet TDH Shut-off Head 160 ft Motor Size I 30 HP Motor Data 460 V/3 Ph/60 Hz VFD Rated TEFC END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 56.01 - 15 Revised March 18, 2013 � � , , � PART1- GENERAL � ' �-,, I �� 1.01 A. 1.02 A. � � t , � , , 1.03 A. ' ' ' ' ' ' SECTION 43 32 69 CHEMICAL FEED SYSTEMS SCOPE OF WORK This section includes provisions for the complete installation of Chemical Metering Pump Skids and appurtenances as shown in the Contract Drawings and as specified herein. RELATED WORK The specification sections listed below are an integral part of this equipment specification, and the Contractor shall be responsible for providing these sections to the equipment suppliers. 1. Section O1 33 00 — Submittals 2. Section O1 77 00 — Closeout Procedures 3. Section O1 78 23 — Operation and Maintenance Data 4. Section O1 70 40 — Warranties and Bonds 5. Section 09 91 O 1— Painting and Coating of Process Equipment 6. Section 26 OS 00 — Common Work Results for Electrical 7. Section 40 O1 20 — Mechanical General Requirements 8. Section 40 23 20 — Above Ground Pipe and Fittings 9. Section 40 23 21 — Above Ground Valves and Piping Appurtenances 10. Section 40 90 00 — Instrumentation for Process Control: Basic Requirements 11. Section 43 41 43 — Polyethylene Chemical Storage Tanks REFERENCES Design, manufacturing and assembly of elements of the products herein specified shall be in accordance with the standards of the below listed organizations: 1. American Society for Testing and Materials (ASTM) 2. American National Standards Institute (ANSI) 3. American Water Works Association (AWWA) 4. National Electric Code (NEC) 5. Hydraulic Institute Standards D. NSF61 6. Standards of National Electrical Manufacturers Association (NEMA) 7. Anti-Friction Bearing Manufaciurers Association (AFBMA) 8. Institute of Electrical and Electronic Engineers (IEEE) City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 1 Revised March 18, 2013 � � B. 1.04 A. : 1.05 9. 10. American Gear Manufacturers Association (AGMA) International Society of Automation (ISA) Where reference is made to a standard of one of the above, or other organizations, the version of the standard in effect at the time of bid opening shall apply. QUALITY ASSURANCE Manufacturer Responsibility A single manufacturer, who shall demonstrate previous experience in the design and fabrication of skid-mounted chemical metering systems, shall provide the products of this section. The manufacturer must have a service center with trained direct company employed technicians authorized to make repairs to all components of the chemical feed system located within the State of Florida. This supplier shall be responsible for providing all equipment, accessories, spare parts, documentation, and installation supervision required for a complete and operational chemical feed system. Metering Pump Manufacturer's Field Services 1. Retain factory trained representative of the metering skid manufacturer with demonstrated ability and experience in the installation and operation of the metering pumps to perform the services listed below: a. Inspect the completed installation and prepare an inspection report b. Test, calibrate, and adjust all components for optimum performance c. Assist in initial start-up and field testing d. Instruct Owner's personnel in the operation and user maintenance of all components. Conduct a training seminar at the site. e. Supervise the correction of any defective or faulty work before and after acceptance by the Owner. SUBMITTALS A. Submit to the Engineer, in accordance with Section O1 33 00, copies of all materials required to establish compliance with this Section. Submittals shall include at least the following: l. 2. 3. 4. Shop drawings and product data for the products of this section as speciiied elsewhere. Include detailed schematic of equipment, piping, controls, etc. Manufacturer's certificates. Operation and maintenance manuals and manufacturer's instructions in accordance with Section O1 78 23. Submit a cross-sectional sample of pipe joining practices for inspection. Only those manufacturers providing acceptable samples will be considered. � ' I'� � � , � � � I- � � ' ' L_J � , , ' 5. Submit a copy of proposed manufacturer's guarantee and local parts/service center information. � City of Clearwater WTP No. 2— Contract 4: RO Plant , Site Expansion Project 10-0039-UT-(D) � ��„� ��p�� Issued for Bid 43 32 69 - 2 Revised March 18, 2013 � 1 ' 1.06 SYSTEM DESCRIPTION , I� ' A. The work under this section includes the furnishing of all labor, materials, equipment and supervision for the manufacture and installation of skid mounted chemical metering systems suitable for the application of sodium hypochlorite, aqueous ammonia, caustic, and corrosion inhibitor, as shown on t he drawings and specified herein. B. This specification section provides requirements for sodium hypochlorite, aqueous ammonia, caustic, corrosion inhibitor, and scale inhibitor feed systems. The material and product specifications contained herein apply to all systems, except where otherwise noted. ' 1.07 DELIVERY AND STORAGE , A. All equipment delivered and placed in storage shall be stored with protection from the weather, humidity, and temperature variations; dirt and dust; or other contaminants in accordance with the manufacturer's recommendations. ' 1.08 A. � ' � ' ' i� SPARE PARTS The Contractor shall furnish the following spare parts in clearly identified containers for each chemical metering skid: 1. Two (2) maintenance kits for each chemical metering pump. Maintenance kits shall include but not be limited to diaphragm, suction and discharge check valve assemblies, gaskets and o-rings. 2. 3. 4. 5. 6. 7. Two (2) spare peristaltic hoses Two (2) maintenance kits for each pressure relief valve Two (2) maintenance kits for each back pressure valve One (1) spare bladder for each pulsation dampener One (1) spare true union ball valve One (1) Parts list/instruction sheet for all serviceable components. B. All parts shall be in one box labeled with the Skid ID Information. The spare parts kit shall include all parts required for 2 years of normal maintenance. A packing list, instruction sheet and parts list shall be provided for all serviceable items. 1.09 WARRANTY ' A. The system manufacturer shall provide a two year warranty for the metering pumps and skid material/construction, and skid mounted equipment, piping and valves, including, but not limited to, pumps, motors, valves, pulsation dampeners, meters, ' controls, piping, and fittings. The warranty shall also cover all material and moving parts of the metering pumps. , � � City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 3 Revised March 18, 2013 � � PART 2 - PRODUCTS Z.O 1 A. : GENERAL These specifications are intended to give a general description of what is required including the furnishing, shop testing, delivery, installation, supervision, and field testing of all materials, equipment and appurtenances for the Chemical Feed Systems as herein specified, whether specifically mentioned in these Specifications or not. They may not, however, cover details of construction which may vary based on requirements of the equipment as provided. These specifications also address the instruction of the operating personnel in the care, operation and maintenance of all equipment. All necessary accessory equipment and appurtenances required for the proper operation of each Chemical Feed System shall be furnished by the System suppliers, whether or not specifically mentioned in these Specifications or shown on t he Drawings. 2A2 CHEMICAL PERFORMANCE REQUIREMENTS OR CONDITIONS A. Sodium Hypochlorite (NaOCI) Feed System Iron Removal Post-GST Pre Bulk/Day Tank Filter Feed pre-GST Feed Feed Conc.G Tkwash Transfer Pump Concentration 12.5% 12.5% 12.5% 12.5% 12.5% Flow — ADD 1.0 6.25 6.25 / 12.0 3 g __ (MGD) (Peak) Maz.Operating 30 15 15 15 -- Pressure (PSI) Avg. Dose 5.3 3 1 -- -- (m�) No. of Pumps 1 duty 2sta db � 1 2sta db � 1 1 duty 1 duty Y) Y) Pump Type & Peristaltic; Peristaltic; Peristaltic; Peristaltic; Double Drive variable speed variable speed variable speed variable speed diaphragm; air powered Maz. Design Capacity (ea.) 1.5 10.4 5.0 -- 1,500 (GP� City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 4 Revised March 18, 2013 � •. .. � � � LJ 1 C , � i � � , � � ' , ' � ' ' ' ' , � ' ' ' ' ' ' � ' ' ' ' , ' B. Ammonia Feed Svstem Post-GST Feed Bu1WDay Tank Transfer Pum Concentration 19% 19% Flow — ADD (MGD) 6.25 / 12.0 (Peak) -- Maa Operating 15 -- Pressure (PSI) Avg. Dose (mg/L) 1.0 -- No. of Pumps 2(1 duty, 1 standby) 1 duty Diaphragm; Pump Type & Double diaphragm; Drive solenoid, variable �ir powered stroke and speed Mag. Design Capacity (ea.) 3.5 1,080 (GPI� C. Caustic Feed System Iron Removal Filter pre-GST Feed Bu1WDay Tank Feed Transfer Pum Concentration 50% 50% 50% Flow — ADD (MGD) 1.0 6.25 -- Maz Operating 30 15 -- Pressure (PSI) Avg. Dose (mg/L) 40 6.5 -- No. of Pumps 2(1 duty, 1 standby) 2(1 duty, 1 standby) 1 duty Diaphragm; Diaphragm; Pump Type & Double diaphragm; Drive solenoid, variable solenoid, variable air powered stroke and speed stroke and speed Maz. Design Capacity (ea.) 2.2 3.2 960 �Gp� City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 5 Revised March 18, 2013 �. b . � �,m ., .� D. Corrosion Inhibitor Feed System Post-GST Feed Flow — ADD (MGD) 6.25 / 12.0 (Peak) Avg. Dose (mg/L) 3.5 Maz Operating Pressure (PSn 15 No. of Pumps 2(1 duty, 1 standby) Pump Type & Drive Diaphragm; solenoid, variable stroke and speed Mag. Design Capacity (ea.) (GPH) 3.5 E. Scale Inhibitar Feed System 2.03 A. I� RO Feed Bulk/Day Tank Transfer Pum Flow — ADD (MGD) 6.6 50% Avg. Dose (mg/L) 2.6 -- Maz Operating Pressure (PSn 30 -- No. of Pumps 2(1 duty, 1 standby) 1 duty Pump Type & Drive Diaphragm; solenoid, Double diaphragm; air variable stroke and speed powered Max. Design Capacity (ea.) (GPI� 1.0 480 MANUFACTURED LINITS The chemical metering systems shall be completely self-contained and designed to safely feed metered amounts of chemical. Each chemical metering skid shall include multiple identical chemical metering pumps and accessories to offer complete redundancy. The chemical metering skids shall be completely assembled and tested prior to delivery to the job site. All equipment shall be of materials selected specifically for use with each chemical solution. Mechanically-Actuated-Diaphragm-Pumps 1. Reference codes and standards: Pumps shall comply with the latest editions of the following codes and standards: a. UL Standard 778 b. Hydraulic Institute Standards c. National Electric Code City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 6 Revised March 18, 2013 • +� �. ' , � , ' , � II � ' , � � � � � J � �� ' ',� � � -� �i � � � ' ' � � , , LJ ' ' ' LJ � 2. The chemical metering pump(s) shall be controlled-volume reciprocating, mechanical solenoid-actuated, flat diaphragm type solenoid driven metering pumps. Step motor drives are also acceptable. 3. The pump housing shall be constructed with a high quality epoxy paint finish. The pump shall be driven by a standard solenoid. Stroke volume shall be freely adjustable between 0 and 100% via a m icrometer. T he micrometer must be adjustable when the pump is operating or stopped. 4. The suction and discharge check valve balls and seats shall be capable of being removed from the check valve body for inspection, cleaning or replacement. All chemical metering pumps shall be designed for 24 hour per day operation. 5. The liquid end, suction and discharge valves and valve balls shall be compatible with chemicals as listed in the Chemical Performance Requirements. 6. The chemical metering pump manufacturer shall provide a two-year warranty on the pump drive and one year warranty on the pump liquid end, including diaphragm and O-rings. 7. The pump shall be fully tested to meet rated flow and pressure by the manufacturer. 8. The diaphragm shall be PTFE on the process side with a s eparate plastic support ring that is installed to the drive side, offering plunger like performance with the flow rate virtually unaffected by process pressure variations. � 10 The metering pump shall include a small solenoid of the appropriate voltage and power. Solenoid controls shall be as specified elsewhere. Pumps shall be manufactured by ProMinent, LMI, or Grundfos. C. Positive Displacement Peristaltic Pumps 1. The pumps shall be horizontal, positive displacement, capable of the following: a. Operation in either direction with no flow variation. b. Running dry with no damage to pump or hoses. c. Developing a vacuum greater than 26 inches I-Ig. d. Repeatability of +/- 0.3% peristaltic pumps, 2. The pump system shall include the pump head, motor and controller, and tubing. The pump head shall be self-locating and shall be secured to the drive. Check valves shall not be required. a. The pump drives shall have the following characteristics: i. Must be modular NEMA 4 rated and wash down type. ii. Must accept a 4 to 20 mA dc speed adjust signal. iii. Must transmit a 4 t o 20 mA dc signal proportional to actual speed. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 7 Revised March 18, 2013 � � 1. L� iv. Must be rated for continuous 24-hour aperation at ambient temperature to 40° C. v. Must be closed coupled and self-aligning and require no flexible couplings. vi. Must have a speed range of between 1 and 600 rpm. The pump head shall have the following characteristics: i. ii. iii. iv. v. vi. See Data Sheets for material information. Must be of a C-shaped design that allows tubing to enter and exit the same side of the pump head. Must be capable of rotating 90° to an upright position. Must be provided a typical m�imum inlet pressure of 40 psi. Must be provided with a maximum suction lift of 15-foot of water. Must be provided with a mounting position as shown on the Contract Documents. c. The pump tubing shall have the following characteristics: i. Must be as recommended by the manufactiurer. ii. Must be rated for over 1,000 hours at the operating conditions as shown on the Data Sheet. iii. Must be free of spallation for protection of fluid purity. Each pump shall include a burst tubing detection system that shall render the drive inoperable in the event of a failure in the tubing. 2. Each metering pump shall be specifically designed to meet the full range of sodium hypochlorite concentrations and its vapors and automatically evacuate air and vapors from the pump head during operation. Metering pumps shall be Masterflex, Blue-White, or Watson Marlow. Chemical Metering Skid The chemical metering skids shall be constructed from solid white rigid PVC sheet with a minimum thickness of 1/2". The skid shall be self-supporting and all components of the chemical metering system shall be contained within the skid. Pedestals shall be provided to elevate the skid base to a height not to exceed 12-inches. The skids shall be manufactured using thermal welding technology, bolted construction is not acceptable. 2. For each chemical metering pump the piping system shall include (1) pressure relief valve; (1) pulsation dampener; (1) diaphragm protected pressure gauge; (1) back pressure valve; (1) flushing inlet; (1) flushing outlet, (1) anti-siphon device and all required piping, valves and supports. Piping shall include isolation valves and unions for all serviceable components. The chemical supply piping shall allow for dual chemical inlets with y-strainers and a calibration column shall be provided and designed for use with any of the metering pumps. The discharge piping shall allow for each pump to serve individual loads or a common load with backup. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 8 Revised March 18, 2013 � � ' , , , � � � ,� ' � , ' ' � ' ' , ' ' , � ' , � ' ' , r ' ' � ' ' � 2.04 ' �I U u /_� 3. All piping shall be schedule 80 P VC bearing the NSF61 potable water logo with assembly performed in a controlled shop environment by the skid manufacturer. All pipes shall be squarely cut on precision equipment with the ends chamfered and de-burred. All socket welded connections shall follow the guidelines set by the pipe/fitting manufacturer for proper cleaning, priming and gluing procedures. A heavy bodied solvent suitable for use with each system's chemicals shall be used. All threaded connections will utilize Teflon tape, a suitable thread sealant or a combination of both. Threaded connections shall utilize stainless steel reinforcement rings where applicable to reduce the risk of cracking. 4. The piping shall be attached to the chemical metering skid with a nonmetallic corrosion resistant support system. All support channels shall be welded to the chemical metering skid, bolted or screwed supports are not acceptable. The straps shall be removable and reusable to allow for servicing of the system. All inlet/outlet connections, valves and pump accessories shall be clearly labeled on the skid. 5. An off-skid, wall mounted NEMA 4X terminal box shall be provided for termination of all power/control wiring. A power outlet with weatherproof cover shall be provided for the metering pump power cords and shall be prewired to the terminal junction box. a. b. c. d. f. g• h. i. J• The NEMA 4X TJB shall provide the following I/O at a minimum: Terminals for 120VAC power (local heavy duty surge protection included). Local disconnect for each NEMA 4X VFD. HOA Selector Switch for each pump. DI = Remote On/Off for each pump. DO = Run Status for each pump. DO = Remote Status for each pump. DO = Fault Status for each pump. AO = Remote Speed feedback for each pump (local surge protection included). AI = R emote Speed Reference for each pump (local surge protection included). 6. The chemical metering skids shall be completely assembled and tested by the manufacturer prior to delivery to the job site. Each skid shall include 316 SS mounting brackets. 7. 8. The control and electrical termination panels shall be mounted as to provide clearances as defined by the National Electrical Code. The chemical metering skids shall be manufactured by Lutz Jesco, Guardian Equipment. ACCESSORIES Calibration Columns City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 9 Revised March 18, 2013 �� .. : C. � E. F. L 1. A clear PVC calibration column shall be provided in the chemical supply piping. The piping shall be designed for the calibration column to be used with any of the metering pumps. The top of the calibration column shall be vented to the atmosphere by the contractor. Calibration columns may also be used as de-gassing chambers. Pressure Relief Valves 1. Pressure relief valves shall be provided to eliminate excess pressure in the system. The pressure relief valves shall be fully adjustable with PVC bodies, Teflon diaphragm and shall have no metal parts in contact with the chemical. Pulsation Dampeners 1. Gas charged pulsation dampeners shall be provided and sized for a minimum of 90% dampening. Pulsation dampeners shall be PVC with a Viton bladder and include gas charge fitting and pressure gauge. The dampeners shall be installed as close to the metering pump discharge as possible. Diaphragm Protected Pressure Gauges 1. Pressure gauges of the diaphragm protected type shall be provided for indication of system pressure. Industrial quality liquid filled 316 Stainless Steel gauges shall be utilized and the isolators shall have PVC housings with a Teflon diaphragm and suitable liquid fill. Back Pressure Valves 1. Back pressure valves shall be provided to provide a constant back pressure at the chemical metering pump discharge. The back pressure valves shall be fully adjustable with PVC bodies, Teflon diaphragm and shall have no metal parts in contact with the chemical. Anti-Siphon Device 1. Anti-siphon devices shall be provided for all chemical feed lines. Piping and Valves 1. All piping shall be solvent welded schedule 80 P VC and shall bear the NSF potable water logo. All valves and unions shall be schedule 80 P VC with Viton O-rings. Valves shall be true union type and include built-in handle locking mechanisms. Ball valves for use with chemicals prone to gassing, such as sodium hypochlorite, shall be vented. H. Bag Filter 1 2 A chemical bag filter shall be provided on the sodium hypochlorite bulk tank fill piping PVC construction with Viton O-ring 3. Two 100 micron polypropylene double length filter bags per filter unit L Corrosion Inhibitor Mixer City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 10 Revised March 18, 2013 � �°v . �, s;;, :, .; �, ' , � Cl ' � ' � C� r � � u , ' � fJ , , ' ' � ' J. � r ' ' 2.05 A. � ' ' ' 2.06 A. � , ' ' , ' 1. One clamp mount tank mixer shall be provided to blend dry powered corrosion inhibitor (polyphosphate) with distribution water. 2. Motor: 0.25 HP, 120 V 1 ph. 60 Hz TEFC; 1,725 rpm, with switch cord and plug 3. Mixer shall mount on t he edge of a tank opening and have a 3 6-inch long shaft with a single 3.5-inch or larger impeller. 4. Manufacturer/Model: Lightnin EV 1P25 Bulk/Day Tank Transfer Pump L Four double diaphragm air powered pumps shall be provided to transfer chemical from the bulk storage tanks to the day tanks. Each chemical will have a dedicated pump. 2. c3 Sodium hypochlorite and ammonia pumps shall have housings constructed from PVDF. Sodium hydroxide and antiscalant pumps shall have housings constructed from polypropylene. 4. Manufacturer/Model: Wilden P200 MOTORS AND DRIVERS Pump Drive l. 2. 3. 4. The pump mechanism shall be totally enclosed with no exposed moving parts. Average power consumption shall not exceed 48 watts under full speed and maximum pressure conditions. Metering pump shall be capable of pumping a m�imum flow and maYimum pressure as described herein. Stroke, length shall be adjustable from 20% to 100% by means of a readily accessible keypad or dial. CONTROLS Deluxe Local Pump Controller 1. The chemical metering system shall include a wall mounted control panel or provided on the pump. The panel shall be UL Listed (UL 508) and UL/NEMA 4X either 316 SS or fiberglass rated. 2. A separate control panel shall be attached to the metering skid for each installed chemical metering pump. 3. The control panel shall be designed to receive 120V incoming power and to control chemical feed pump motors or solenoids. 4. All field wiring connections shall be pre-wired in non-metallic flexible conduit to the main skid terminal junction box (TJB). Each control panel shall City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 11 Revised March 18, 2013 � � . 2.07 A. B. 2.08 A. have a separate circuit breaker and surge protection for analog signals in the TJB. 5. Each pump local — The control panel shall include a local display and pushbuttons for monitoring and control of the metering pumps when in LOCAL mode. The control panel shall allow the operator to manually adjust the speed of the pump, StartlStop the pump, select LocaURemote operation and shall provide indication of pump speed and drive status information. ' , � ' 6. Each pump remote — The control panel shall include the following remote ' features: a. AI = Speed Reference b. AO = Speed Feedback c. DI = Remote ON/OFF d. DO = RLJN Status e. DO = IN REMOTE f. DO = FAULT Status SHOP TESTING All pumps shall pass manufacturer's standard performance test. The chemical metering skids shall be assembled and tested by the manufacturer prior to delivery. PAINTING Surface preparation, shop painting, field painting and other pertinent detailed painting specifications shall be in accordance with Section 09 90 00 — Painting and Coating. PART 3 - EXECUTION 3.01 INSTALLATION A. The equipment shall be installed in accordance with the manufacturer's instructions, and the Contract Documents. B. The installer shall become familiar with all details of the work, verify all dimensions in the field, and shall advise the Owner or Engineer of any discrepancy before performing the work. Each skid shall be stored and installed in accordance with the written instructions of the manufacturer and as indicated on the contract drawings and this specification. C. A qualified manufacturer's representative shall be retained to supervise the installation, adjustment, and testing of the system. Upon completion of installation, operating tests shall be performed in the presence of the Engineer and the manufacturer's representative. Tests shall assure that the units and appurtenances have been installed correctly, that there is no objectionable leaks, heating, vibration, or noise from any parts, and that all manual and automatic controls function properly. City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 12 Revised March 18, 2013 � "", � yW :� e r: � ' , � � n �� u ' � I'� � � ' � � , ' , ' � r CJ , ' , 3.02 TESTING A. Preliminary field tests shall be made after installation of the Chemical Metering Pump Skid. Final field tests shall demonstrate the following: : 1. That the units have been properly installed and are in proper alignment. 2. That the units operate without overheating or overloading of any parts and without objectionable vibration. 3. That there are no mechanical defects in any of the parts. Final acceptance will be dependent upon the satisfactory operation and performance after installation C. If any deficiencies are revealed during testing, they shall be corrected and the tests shall be repeated at the Contractor's expense. If the Contractor is unable to demonstrate to the satisfaction of the Engineer that the skid units will satisfactorily perform the service required, the units shall be rejected. In such an event, the Contractor shall remave and replace the equipment at the Contractor's expense. The Contractor shall furnish all labor, materials and equipment required for such tests and shall correct any deficiencies noted. 3.03 � A. � � � , ' ' , � CI ' MANUFACTURER'S SERVICES AND CERTIFICATES(S) Manufacturer's services include: 1. The Contractor shall arrange for the manufacturer to furnish the services of a qualified representative as necessary to check and supervise the equipment installation; to supervise the final acceptance test and the initial operation; and to instruct the Owner's operator in operations, proper maintenance and repairs. The number of days for each of the manufacturer's services shall be as summarized this specification. 2. Equipment manufacturer shall provide a written report covering his findings and installation approval. The report shall include description of all inspections and any deficiencies noted and shall be mailed directly to the Engineer. 3. Provide for the Owner's consideration a proposal for professional annual maintenance of the chemical metering skid. This proposal shall include the services of a qualified technician to perform maintenance as recommended by the manufacturer. The proposal shall include schedule of services to be performed. This service must include all travel charges, labor and materials required to properly recondition the chemical metering pumps, pressure relief valves, back pressure valves and pulsation dampeners. 4. The maintenance proposal must be provided with the bid for the system manufacturer to be considered. END OF SECTION City of Clearwater WTP No. 2— Contract 4: RO Plant Site Expansion Project 10-0039-UT-(D) Issued for Bid 43 32 69 - 13 Revised March 18, 2013 �� .` ,�, .. .� , , 1 , � ' � , � ' , � ' , � ' , ' ' SECTION V CONTRACT DOCUMENTS Table of Contents: CONTRACTBOND ..................................................................................................................... 1 CONTRACT.................................................................................................................................. 3 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT ..................................................... 6 PROPOSALBOND ...................................................................................................................... 7 AFFIDAVIT.................................................................................................................................. 8 NON-COLLUSION AFFIDAVIT ............................................................................................... 9 PROPO SAL ................................................................................................................................. 10 CITY OF CLEARWATER ADDENDUM SHEET ................................................................. 13 BIDDER'S PROPOSAL .............................................................................................................14 SectionV Page i v26i2o�z ' ' ' ' , � ' t ' , ' ' , ' ' ' ' ' ' , � FRONT PAGE CONTRACTOR'S PERFORMANCE AND PAYMENT BOND (Public Work) Bond No.: " 105906662 (TR), 82326853 (FE) Contractor Name: * Poole & Kent Company of Florida ContractorAddress: "`1781 N. W. North River Drive Contractor Phone No.: "305-325-1930 Surety Company: * Travelers Casualty and Surety Company of America Federal Insurance Company Owner Name: ' City of Clearwater, Florida Owner Address: * 100 S. Myrtle Avenue, 3rd Floor Clearwater, FL 33756 Owner Phone No.: "(727) 562-4750 (If different from property Owner, or Dual Obligee) Obligee Address: 'Same as above Obligee Phone No.: 'Same as above Bond Amount: *$20,787,325.00 Contract No. (if applicable)" 10-0039-UT (D) Description of Work: * Water Treatment Plant No. 2- Contract 4- Reverse Osmosis Plant Site Expansion Project Project Location Legal Description ' Clearwater, Florida Water Treatment Plant No. 2- Contract 4- Reverse Osmosis Plant Site Expansion Project 10-0039-UT(D) This Bond has been furnished to comply with the requirements of F.S. 255.05. This bond is hereby amended such that all provisions and limitations, including conditions, notice and time limitations of F.S. 255.05 are incorporated herein by reference. Any provision of this bond which conflicts with or purports to grant broader or more expanded coverage in excess of the minimum of the applicable statute shall be deemed deleted herefrom. This bond is a statutory bond, not a common law bond. This is the front page of the Performance/Payment Bond(s) regard/ess of preprinted numbers on other pages issued in compliance with Florida Siatute 255.05. n/s ha re/bonds/frontpag � J , ' ,� 1 STATT OF FLORIDA CUUNTY OF Pinellas BOND NUMBER:105906662 (TR), 82326853 (FE) �►, `; ;��li KNOW ALL MEN BY TI�iEESE PRESENTS: ?hat we P�I,�� KENT CO�MP O�F �LOR�)A as Con#ractor an�i Travelers Casualty and Sure ompany o me�ica �r�u�� ' 8 Federal Insurance Company VvhhOSe hOmC AEldi"�SS is One Tower S-g uare Hartford, CT 06183 TR 75 Mountain View I�oad, Warren, NJ 070�9 �FE) ' �IEREIIYAFTER CALLED THE "Surety", ate heid and firmly bowut iAto the City of Clearvva#er, Florida {horeinafter called the "Owner") in the penai sum of: f�NTY MiLLIO SEVEN i771'1►7T71T7\ *\�a+��s nw��w�� .��` ' �'� ...._W___ ____'_ "' __ �ND NO CENT5 (520.'f87325.00) for the paymeni of which we bind oarselves, our heirs, ' executcfts, administrators, auccessors, at�d assigos for the faithfiat ,perforn�snce of a certain writtep aontcact, dated tbe day of _ .�Q�, eatered into b�vv�en tlu Cornrector a� ti� City of Clearwat�r for: ' ' 1 ' ' , ' ' ' ' ' _� WATER TREATMENT PLANT NO. 2— CONTRACT �# — REVERSE OSMOSIS PLANT SITE EXPANSIQN PRUJEGT 10-0i139-UT (D) a copy of which said contract is incorporated herein by reference and is made a part hereof as if'ft�liy copied herein. NOW THEREFORE, THE t`ONDITIONS OF THIS OBLIGATION ARE SUCH, that if the CQntractor shali in all respects comply with the tenns and conditians of said c:ontract, including the one-year gvarantec of rnaterial and lat�r, ar�d his obligations thereun�ler, including the cot�act documents (which include �tiic Adveriiscment for Bids, �orm of Proposal, Form of Corrtract, Form of Surety Bond, Instruc�ions to �idders, General Conditions and Tcchnical Specifications) and the Plans and Specifications thercin refe�red to and made a part thereof, and such alteraticros as may be made in said Plans atKi Specifications a� therein providal for, arid shail ind�mnify and save hannless the said �wner against and from all cost�, expenses, damages, injury or condact, want vf care ar skill, negligence or default, including patent infringements on t�e part of the said Contractor agents or r,nuployees, in the execut�an or perforn�anoe of said oontract, iacluding earors in the pians fiunished by the Contractor, and further, if st�h "Contracts�r" or "Contractors" shall promptly make payments to all persans supplying him, them or it, labor, anatenial, and su�lies used directly or ind'uaoctly by said Contractor, Conttiactars, Sub-Contractor, or Sub-Contractors, in the prosecution of the work provided for in said Contract, this obligatian shall be void, otherwise, the Con�actor aad Surety joimly and severally ag�ee Ya pay to the Qwner any difference hetween the sum to which thc said Cornractar would be entitled on the completion of the Cornract, and that which ihe Damec may be obliged to �y for the completion of said �s+ork by corttract ar otherwise, & auy damage.s, direct or i.tidi�ect, or consequ8ntial, wltieh said Owner may sustain on account of such work, or on account of the failure of the said Contractor to praperly and in all tbirtgs, keep and execute sil th�e provisions of said contract. CorAtsccfor sisnatwe.docu Pag�e 1 ot la 7/26/m12 ' � 1 1 LJ ' �J , CONTRACT B ND (2) And tl� said Contractor and Strrety heroby further bm�d themselves, their successors, executors, administratbrs, and assigas� jointly and severatly, that they will ampty and fully protect the said Owner against, and will pay any and al( amounts, damages, costs snd judgments which may be recovered against or whiCh the C)vv�ner may be called upon to pay ta any person or corporation by reason of any damages arising from the performance of said vwnrk, or of the repa.ir or maintenance thereof, ar the manner of doing the same or the neglect of the said C�ntractor or his �gents or servants or the improper performance of the said work by the Co�ractor or his agtnts or servants, or the infringement� of any p�ttent rights by reason of the use vf any mataial fiu�uished or work done; as aforesaidi OT �IW!$C. And the said Contractor �nd 3urety hereby fiuther bind thennselves, th+air successors, heirs, exe�utors, administrators, and assigns, joind�► aad severally, to repay the owner any sum which the Owner may be oompelled to �y because of any lien for labor material furnished for tbe wotk, embraced by ssid Coretrsot. ' And the said Swrety, for the value received, hereby stipulates and agrees tha�t no change, exttnsion of time, altetation or addition to the terms af thc contract or to the work tn be perfomied thereunder ot tt� sp�ificatians acc�npanying the same shaU in any way affect its obligations on this l�ond, and it ' does hereby waive notice of �y su�h changc, extension of tune, atteration or addition to ttie teims of the contract or to the work or to thc specifications. , IN TESTIMONY WHEREOF, witness the hands and seals of the parties hereto this 14th day of May ,�3 Poole 8 Kent Company of Florida 1781 N. W. North River Drive. Miami, FL 33125 ' ' ' ' ' ' 1 ' , ATTEST• DAVID A. TR CKLAND, SVP & ASSISTANT N/A N/A Contrsct for Signucuro.docx Pege 2 of t� CONTRACTOR By: � PATRICK H. CARR, PRESIDENT & CEO Travelers Casualty and Surety ContpBt�y, of America & Federal Insurance Carnpany,. y 3URETY ' . � BY� � �,�;, r ATTORI�tEY=IN-F GT , Rita Sagi�;tano Non Resident License #P026098 : ; ;� . �, . ,,,, r � . . � ;' ... i/Zfi%YOl2 � .. - . � THIS POWER OF POWER OF ATTORNEY TRAVELERS�� Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company 1Y�avelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. TY�avelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney-In Fact No. 226322 Certificate No. 0 0 5 4 0 2 3 4 4 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guazanty Insurance Cor.npany is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organize�:f under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Thomas Bean, Rita Sagistano, Gerard S. Macholz, Susan Lupski, Robert T. Pearson, Camille Maitland, George O. Brewster, Colette R. Chisholm, Virginia M. Lovett, Vincent A. Walsh, Lee Ferrucci, and Kristy Caporale of the City of IJniondale , State of New Y�rk , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional underiakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guazanteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or pmceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument tobe signed and their corporate seals to be hereto affixed, this 12th day of March 2013 Farmington Casualty Company Fidelity and Guaranty Insnrance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company lravelers Casualty and Surety Company 1Y�avelers Casualty and Surety Company of America United States Fidelity and Guaranty Company G�SU,�< �Fl0.E a �*N..:NS Y INSfi ltY A/y �? �ppn "rPb � �s.� Qp;' G± 4JP,........N9h`s ,p9JF Ga` ,�y1��RPry� �Y�� y � � 40 9 r�vpPFORA)' Q! �' ni y 'D � V 3 ' � C� � �i� m �i ry f;� �u:pORPORAlf`•.�"l + � �.1982A�p ,19J%� �' c�: 'm Z: —._ :tf; HARTFORD, < ��WWIA6Wl� `- 1�! b�l'+ectF''a; � � y.9J�� ti o. ��;SEALf�o"I �atSBAL;D � CONN. o \�rr+• J? a�.,�p �y � �,N s�F Ec d..........� Lf e:••... ..:.'a >s e� �1... �� 8�`- hr'""""� lw.: A� ts •..... �� b+ �'�+ IIIN State of Connecticut City of Hartford ss. By' - Robert L. Raney, enior Vice President On this the 12th day of March 2013 before me personally appeazed Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Undenvriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Merwry Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, and that he, as such, being authorized so to do, executed the: foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 6.TtT In Witness Whereof, I hereunto set my hand and official seal. '� �� W w� l� .`,J.�CJ�► ��^�1 My Commission expires the 30th day of June, 2016. � p�`�G * Marie C. Tetceault, Notary Public �� 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER , WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boazds of Directors of Fannington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, which resoluuons are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Boazd of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FLTRTHE1t RESOLVED, that the Chauman, the President, any Vice Chauman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that eac:h such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, conuact of indemnity, or writing obligatory in the nature of a boncl, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chanman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is F[JRTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesung bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attomey or certificate bearin�; such facsunile signature or facsunile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United 9tates Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies, which is in full force 8nd effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed tha seals of said Companies this 14th day of May , 20 13 li✓° ( • Kevin E. Hughes, Assistant Sec tary ` Gh5U,�� J�F�n[q4 �4N.�NSG pt,INSf/pq ,�t�YANpa H�p� �r'�D O` 2 � � Q,O: � W• 9 J..... c e ` �� 4O� 0 co'ra4r �j��,,� y �y c r' .,Z , p a� �(1 "'^"�vmRV z �IeORVOR��fP Wi�CAPPORqTE;:�� a 9a ti% � i9ax o tsn - ` �: a: o, wwrwAO. < wvrtt�aA0. Ti < Z � ; �� . �t n �t �o � CONN. n OONN. R N �� Y � 1951 0, `SEAi. ot o6�S8AL;�e o �b��e�'�'aa � 1� �s�c r,ce° �d f•.......•�j'� o.•... •'a° 's .s� � . � � m:m S.� A��,,� 1r...._...'e+ yt na � AIN To verify the authenticity of this Power of Attomey, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. , , ' ' 1 1 ' ' , ' 1 , , , ' ' ' , , , ■ TRAVELERS CASUALTY AND SURETY COMi'ANY QF �1MERICA HARTFURD, CT. 06i83 FLORIDA AZTOILtiEY-li1i-FAC`C.il.'STiFICATtO\ PRINC'IPAL'S ACKNOWI.EDGIIE�T— IF A f.4RPOR,�TIOi�t -�. i" sta�c ort�'�. Cowny af MIAMI—DADE � ,'� � �� 20TH ��r MAY ` 13 PATRICK H. CARR '� . Y . 0 . bcforc m pMSpnaity ; t o rnc k z w w n. w h c t b ein b s and says: That futshe t+esides in thc Ciry o�AMI . snat nerst�;s chc PR�S�D�� `"�� of POOLE & KENT COMPANY OF FLOR�DA� corrpnnratinn described in and which exccutcd the within instnunent; d� hc/she 1cao�ys tlre sca( nf said corporation: thar ttse sea! afl'ixeQ us said i�ument is wch aupo�c stal: [h� it was so atitxed hy ordcr �f thc f3o�d of Ihrcctcx� nf said corpacmticm. snd that 1�Jshe signed hisA�er name�l�a��ard�r. ��---��-=.�. PATRICK H. CARR i'i€t�CIPAL'8 AC'iCi�ifYWi.EDGbiER7—iF INUi4lUt�AI.OR F1RM State oC'.Vcw York. L'ounry nf' � cln th�S aay ot . 20 . Ucror� mc per�,nally appcazea uo mc krw�rn m bc (dir individua4} (one Mihc firm of y describcd in am! wtu� rac�cuoed ihe within j+�u�,t. �a t►�� a,�o„ aniy a�no�a�a w me a�c �snc ��auca �nc s� c� u� s« �,e a��e ors�;c r,n„y. SI�Rt 71r C.Q:NPA.�€Y'S At'Kti0lA�'t.E[fGNE;�'T State of [�ew York, Cuernty of N assa u � ss. ��►�s 14th �r pr May . zo 13 .�� a► ��a Rita Sagistano to � �� w�' �� ' � �°� � �y� � �'� �� n �I�SX Nassau County, NY ' . IMAI �iClSIM 1S AdOI71Cj'-iMl�iCi Of TI�AVE(.ERS ['p.St'AL'i'1' �ND Sl`RE7"4' CQMPANY OF AMERICA. die saporation de,acribed in uu! which oxccukd thc wethin i�strumcn:: Us� hdshe knows tlie c�x�wrate scal of said C'ompam: dut the scal affixcd ro ssid insaumrm ix such carporstc scal: and lh8t he/shc signed seid insmmknc as Att�nry-in-Haci by auhority of the E�rd ef (lirCCtors of said Crnnpany: and atiimtt did furdur �sc and say that thc Superintcndatt 6lnsureu�ct uf tfee 5tate of New Xotk hs�. Pursuu+t h� C'6eptcr 8BT ot'the E.aws o!'tl�e Sta1e af Nea York for drc ycar 1934, p�n�iwling du�+ttr 28 nf tl�e Consalidating Laws of thc Sttac of Vew 1'oek as the Fns�ance [.aw et4 amnnded. issueA w 77UYELERS CAS[�AL'fY 1ND Si'�ETY CO'1iP�!\1' OF AMEIitC'A his�l�cr cuti�cate tfi� said C'ompany i+ quatificd to 6eecnne md be ac�pted a5 serccty cx ge�anwr on ail bonds. �u�derUdcings, recogn'v.�ees, g+�uanties. a�d olher oMigaions rcquired cu permitted by iaa�: and that s ri d u cxrtiftca�t h� not been rcroked. .� _.��_. _ ____--------- _ �h�ttsry Publie 't'RAYELERS CAStiALTY AMD StfRET1' COMPANY OF A�RiCA r+��oro. c�,�ea� os�8a FINANCtAi. STATEMENT AS OF OECEMBER 31, 20t2 AS FlLED WITi�i THE tNSURANCE DEi?T. QF TtiE STATE bF HEW YORK CAPITlLL STOCK S 6.480.t)00 ASSETS cns�+s�nw�sr�ucnsH s as.sos.� �� R� 3.713.171.015 OTHER INYES7fD fSSETS 50.798.732 280.730,N7 PREMUM BALIWCES t84.912.�509 �� twt� �,z�e.a�e I�INSl7RNPIG� REtX}Ng2A8lE 12.410.524 ', SECiJ2Pf1ES LENOING RE�IY�S?FD COCI.A7ERAi. ASSEiS 7,T9O.1b6 ' RECENABLES fROM PAREIYT. SUBSlDIARlES AMD AF'F�lAYES t 7 a80.�74 '' UNDISTItIDIfTEb PAYIYEDtTS {7.43�.5B6y I 071tER A8SETB 984,OB3 1"0'�Al. A8SETS 4.33Q.55l. CAM1tLE MAITLAND NO'TARY PUBIfG STATE OF NEW YORK IaNGS COUNTY IJC. #81 MA600�044 COMM. EXP. APRIL 20, 2014 WlBit.fT1ES ��o a�t�s s �s,.o�,so2 1O55ES 9G1.C6B.7S0 REWBI�tANCE PAYABLE ON Plk� UiSSES d LOSS ADJ. EXPQ�IISES 1.416.U21 tdS5 Ab.lt/ST#�FNT EXP9�SES S�f.3TQ680 courass,or�s rs�.2e,.ns TRXES. LN�NSES AAD F�5 66,T8Z884 OTMER E1CPE7�FSES 3di.596.987 PtRVD$ t�lD U�DER RENJBIiRANCE TRfAT1ES 94.4d8.5�4 CURAENT PEDERAL AN6 F�1 � TAXES Ea.675.57"J RQtRTTAtK�S J1t� tTEMS NC1T AtLOCATED 19.270.93! AMOCNJTS VNTHNEtD t RETAiNEt9 6Y COMPANY FOR OTH�RS 7+s.0E4,8t16 REiiiOACTTVE AEIMSURANGE RESERV£ ASStN1tED 3.76118t PQL1CYNdlDER OIVIdEWDS 8.7�0.12t �� R� 3,314,325 Ai3�/ANCE PREAAIUM iZe,e98 PAYABIE WR SECt�TTES tE1V01NG 7.768,iSS CEt3EQ RENiSt/RANCE NET PREMIUM$ PAYABIE {7Q.�S.741} ESCMEATILIA9klT1' 525.�8 on�t �ccRU� �s arro iuewnes TOTAt LtABiIPfIES : 2.559.106. CAPRAL STOCK PAfO iN SUFIPI.US OTFIE}2 St1RPLUS T07qL SiKiP�US TO POilC�COERS TOTAt LtP+BfUT1ES d StNiPLUS s�� :,a � as,740.125 in Uae sbpyre statement ate deposited with pubCnc authotitles, as required by Iaw a s,�an.000 �33.806.Tlit7 1 34C / O81 a s.�ao: �. , i �. . . , . ' , , , ' �� Chubb ��R Federal Insuranae Company Attn: 3urety Department �f Vigilant insurance Company 15 Mountain View Road Surety ATTORNEY pa�i�� indemnity Company Warren, NJ Q7C59 � Know All by These Preaenl�, That FEDERAL INStJRANGE COMPANY, an Indiana corporation, VIGIIANT INSURANCE CORiIPANY, a New York co�� ration, and PACIFlC lNDEMNlTY COMPANY a Wiscansa� corporation, do each hereby constltuute and a�ppo�t Thomas Bean, t3eorge O. Brev�ster, Colette R. Chisho�m 3usan Lupski, Gerard S. Macholz, Camitfe Maitland, Robert T. Pearson and Rita Sagistano of Uniondale, New �'ork --------------«.--.--..-.---- ..................... each aa their hue and ��Md Atlomey- In- Fad to ezecute under su�h deaignation in �eir nsmes and to sfPoc ih� caporate sesla to antl deliver for and on fhek behafl as surery thet�n or otherwiee, bonds end undertakings and otha wrqinps obGgatory in the naUxe thereof (�her than bail bonda) yivat or exeeuted in �e course oi buaFnoas, a�xf arry instruments amending or � the same, and oonsaMs to the motificalian or alteratior► of any inskument reterted to in said bonda a CbUpations. In Wkneas Wheroof, aaid F�ERAL INSURANCE CONtP/WY, Vi30.ANT INSURANCE C�MPANY, and PACIFIC INDEMNITY COMPANY have each exeai6ad and ettested tl�se Prese,ri� ax�C atfaced the'a corporate seals on thls xTtl1 day of MefCh, 2013. ._ % T Davx! J. fdw8M8. STATE OF NEW JERSEY County oi somerset �' / cf' ' 08 tM6 �%tfl day Of N18�C11, 2013 beEore me, e NOtery PtlbNt Ot Mew JaSey, personalry c�ms Dav1d J. Ed�tdB, to me knoWn t0 bB A8816iSt►t SBCf2tlty of FEDEKAL INSURANGE COMPANY, VIGiLANT MISURANCE COMPANY, and PACIFIC INDEMNtTY COtAPANY, the compaMes wh�h execuied the torepaing Pawer o► Atborrtey, erb ihe 8aid David J. Edwdrds, being by me d�e SvWm, did dep�e end say tAat A9 it ASli9t9nf 86CreG1ry Of FEDERAL IN3URANCE C014�ANY, VICa1lANT INSURANCE COMPANY, ar�d PACIFIC INDEMFNTY COMPANY end lu�ows tl�e caporate yesls riereof, tl�at y�e aeats alrbaed to il+e tarego�ng Power ot Attomey are such ' c�porate �ala and ti+iere thereto ai�ixed 6y aullarily of tlse By- Levrs � seid Compsnise; and that t►e aipned sa�d Pcwar ot Attomey aa Aasistar�t Secroteryr of aak! Companiss by I�ce authorit�, and �st he k acquaiMed wkh David B. Nortis. Jr., and i�nows him b be Vioe Pweident o! said Compan'ies: ana tlta[ tha signalure of David B. Norris� Jr., subsulbed � sald Pow�r oi Attomry iS M d�e 9enu&�e t�andwtiflnq of David B. Norri�� Jr., end was Iherefo subscribed by authorfty ot said By- Laws �d in d�One�#'6 preeene9. f�(otet�tt 3e� � ' ICAT1'IERIlrE J. ADE�LAAR NOTARY PlIBLlC �f NEN►J� � No 731 b685 ��lCt�..� C�or�r�on E�rtr�s hl� 18. �Oi� . rlota�y Puaic ICERTIFICATION Extracc from the By- t.aHrs oi FEDERAL tNSURANCE COMPANY, VIGILANT INSURANCE CONNiPANY, and PACIPIC INDEMNITY COMPANY: , , 1 L_ J , ' CJ ' , � 'Aq powe�s ot atEomey �or and on behatF of 4�e ComRany may and shaN be execx�Eed 'm tbe name �d ai hehalt of FI» Comp�y, eitl�er by tfie Chafnt►an or V� President or a�ice Pre,sident or an Assistant Vice Presidera. Joi�r wltt� Me Se�etary or an Assistant Secretary, ur�ler their �+�pedive deaignati�. The siprrature of wrh ofl5oers may be en�aved, priMed or lidwgraphed. The s�nature of each ot fhe foNowitq ollfaYa: Chsirtnan, P�i�rtk anY Yrce Proaidenl, m�y+ ,4saia�nt Vioe PresideM. amr SeaeEnry. arvy AsgistaM Searetary and the seal of the Comp�y may he alfaed by facsimib to arry pourer of attomey or to a�y cer66cate relatinp fhereto appaMinp Assistant SeCretaties or Ariomeys- in• Fact for purposes ot�r d executing and 8ttesting bonds anQ unde�talcings and other writlnga ob6palory in the oatixe tl�eafi. and any such power d atDomey or � 4earinq such fa�imNe sipnatire or facsinuie s�i shafl be valid and Cinding uPOn �te Compan�r and artY such Po�rer so e�o�uled antt oe�AMed by such tacsim�e sienanxe arxl tacsimMe seat ahaM be vaNd and binding upon 1he Camparryr with respea t0 etty bond or un0enalting l0 MANeh R b atlectled ' !. David J. Edwards, Asslatent SeCe�Wry of FEDERAI INSURANCE COl�AAPANY, VIGILANT {NSURANCE COlAPANY, anG PACiFtC iNDEMNIlY COMPANY (the 'CompaNea� do hereby cert�y tl�at i� the forepoinp exbact of rie By- Laws � tl�e Companfes ia ttve �d cortect, (� !t� CompeMes are dWY lixnsad mid authorized � transact surcty bwi�,ts fn alt 50 ot the Uniled Ststes of Ame►ica snd the DiaMct ot CWurnbia en� arn autlrorizeQ by the U.S. Tr�r Depertmenk furthar. Feeeral an0 V'p�lent are Ifcer�sed in Puertc R&w and Ihe U.S. Virqin Istarxfa, a� Fedraat: � licensed in American Samoa. (iu�n. and �ch ot Me Provk�ces ot Censda exaept Pnc�a EdwaM island; and '"'�. (� aw roregoing P� of anomey �s aus, correa ana in ruN fwce ana el%c►. . ,�� Given w�der my hand end seats o{ sab Campaniss ai Wamn, Nd �Is 14th d ay of May, 2013 �� C'" � . ' � �� • , �� —'� • � .... f * �a 5s • " 'DYOIAN�' � /� � ' "9 . „ David d. Edwa�tfs, A6siEtant Seantary � ti `b 1N TF� EVENT YOU WiSH TO NOTIFY US OF A CLAIM. VERI�1f THE AUTHfNTIClTY OF THIS BOlND OR 1dOTlFY US OF ANY OTIIER MATTER, PL�►SE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Teiepha�e (908) 903- 3483 Fax (906) 903- 3656 Fam 15-10- 02258- U(Ed. 5- 03j CONSENT , • � R ' ' 1 , ' ' ' ' ' ' ' ' 1 ' t ' ' ' � AcicNOw�.EOO�Enn� o� au�nr co�pa�nr sTa-rE oF ..N�w York,,.,...... C�NTY OF ....Alas�tt........ } ss �� May 74, 2013 �� na� C�m@ Rita Sagistano ..................�.............................� .........,.... . .................................... to me knovu� who. � by � me duty sworn, c�Ct depoas arui say, that helshe restdea in ........ Nassau. CountY ........................�..� 3tat@ df ....... NX.................,� tPt�t h@/SttB IS th6 AttOrl'ley�ill-FaCt Of tl� Federal Insurance Company �� ds$aibed In which e�roouted the ......---•-• ...........................�.�.................,...................... abov� instrumer� that helshe knowa �the ae�l of a�id r�r��an; that the eaal ef�ced to safd ��t is sudt corporate se�; th� is was so e�i�oad by fhe Bo�d of Dtr�actQrs at said coirporatiorr and tl� 1�lei�e s�nad hisfier rr�me ther� by iNa� ot�dor; �� tl� a� dd fiarthsr. depaso and sa� that the Sc�erir�endent � lnsurance a1 the 8t� of Ne�r York� h� p�� o Sec�on 1111 a� the Ins�ce Law of tf�s �ate of New Yo�it, i8sued to ,,.,Federai,insurance ompany ..................................... �5�� e � ................... ... qtp�atiat ovid� the qcialtftcation aF aakl Camp�► and 1ts at�tdency ur�r arry law oi #� Si�e af J+bw Yo�C ��r and guarentor� and #he prop�ty cf �ep#� and +approvir�•it aa suah: �t auoh c�iliaatia t�s not beert r'ev�tcad. � � . .................................................................,.......................... Notary Pub�c rnr �.m +�ownra�s�n�DNewro a�soot�rn�► uc. ��t�eooeo� COMM.B9!NM1�. 7DM ' • . . , , ' , ' ' ' , , ' , , � ' � ' ' ' , FEDERAL INSURANCE COMPANY STATEMENT OF ASSETS, LIABILITIES AND SURPLUS TO POLICYHOLDERS Statutory Basis DECEMBER 31, 2012 (in thousands of doilars) UABILITIES AND ASSETS SURPLUS TO POLJCYHOLDERS Cash and Short Term Investments ................ $ 402,323 Outstanding Losses and Loss Expenses..... $ 12,627,388 United States Government, State and Unearned Premiums ..................................... 3,416,163 Municipal Bonds ......................................... 9,901,519 Ceded Reinsurance Premiums Payable....... 364,197 Other Bonds .................................................. 4,595,536 Provision for Reinsurance ............................ 62,250 Stocks ........................................................... 811,166 Other Liabilities............................................. 935,654 Other Invested Assets ................................... 1,681,828 TOTAL INVESTMENTS ............................... 17,392,372 Investments in Affiliates: Chubb Investment Holdings, Inc ................ 3,352,969 Pacific Indemnity Company ........................ 2,496,198 Chubb Insurance Investment Hoidings Ltd.... 1,228,075 Executive Risk indemnity Inc ...................... 1,100,637 CC Canada Holdings Ltd ............................ 758,892 Chubb insurance Company of Australia Limited 517,597 Great Northern Insurance Company .......... 438,592 Chubb European Investment Hoidings SLP .. 265,490 �gilant Insurance Company ....................... 246,766 Other Affiliates ............................................ 429,458 Premiums Receivable ................................... 1,494,693 Other Assets ................................................. 1,524,929 TOTAL ADMITTED ASSETS ...................... $ 31,246,668 TOTAL LIABILITIES .................................... 17,405,652 Capital Stock ................................................ 20,980 Paid-In Surplus ............................................. 3,106,809 Unassigned Funds ....................................... 10,713,227 SURPLUS TO POLICYHOLDERS .............. 13,841,€316 ¢. . TOTAL LIABILITIES AND SURPLUS ' TO POLICYHOLDERS ............................. � • 31',246,668 -�—°_ Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. Investments with a carrying value of $430,688,714 are deposited with government authorities as required by law. State, County & Ciry of New York, — ss: Yvonne Baker, Assistant Secretary of the Federal Insurance Company being duly sworn, deposes and says that the foregoing Statement of Assets, Liabilities and Surplus to Policyholders of said Federal Insurance Company on December 31, 2012 is true and correct and is a true abstract of the Annual Statement of said Company as filed with the Secretary of the Treasury of the United States for the 12 months ending December 31, 2012. Subscribed and sworn to before me this March 31, 2013. n G� �� '�/��e--.- /' /�o ,�� DOROTHY M. BAKER Assistant Secretary `��3 N�tary �uYlic, State �f New York Notary Public No. 31-4904994 Qualified in New York County Commission Expires Sept. 14, 2013 Fam 15-10-0313A(Rev.3/t� CONTR,A.CT T�i1S CO�TT�;CT Iric'�� c'�17t� BTifi�T� 1i1L0 ��'Li5 �}CiS� O� rr1 u�-y , 2013 by and t�tween th�: City c�f Clearwater, �larida; a rnunicipal ca�rati�n, t�ereinafter designated as th� "City„} an�l Pt}�►LE & I�NT �OMPANY (l�` �"L4RIDA, of tlze City c�f MIAMI �ounty of 1VIIA,MI-DAD� and State: of Flc�rid�, hereinafter design�ted as the "Cc�ntr�ctor". WI�`NESS�"�'�I. `T�at the parties' to this cQntract each in considerati�n of the undertakings, prc�rnises and agreetnen�� on the p�rt of the oth�r he�;in contained, da ��reby undextake,, �aroz�ise and a�ree as follov��: The Cc��tractor, �nd his or it� suc�e�sors, assig�sf e��cutars c�r adrninistra�ors, in consideration of'th� stuns c�f moz�ey as here�n a#3�r set farth to be paid by the Cit� and to the Contra�tor, sha11 and wiil �t their �wn cast az�d e�cpense perfcr�m all :labor, furr�ish aiI materials, toa�s and equip�ent f�r thc: follawing? V�A�'�R T'It�AT'L1+�NT PLANT Nfl� 2— CQNTRACT 4— RE�'ERSE OSMUSIS PLAN SITE E7�PANSI(3N PRU.ICCT 10-UU39-UT {D)1N `THE AM(J►UNT dF' TWENTY MILLIUN SEVEN HU111I1►REI? EIGHTY SEVEN THUU�AND THREE HLINDRED'�'W�1�TY FIVE DOLLARS AND NU C�NTS (�20,787,3�5.00} In :�ccorctance v�+it� such gropasal and techntcal supplernent� specifi�ata.�ns an�i such ather special prflvisions �nnd drawings, if any, which will � submztted by the Ciry, togetheir with an� ad�ertisement, insttuc�ions ta bidders, g+eneral c�rnditi4MS, praposal �nd bt�nd, which rr�a� be �eret{� attached, and any drawings if any, which may be herein referred t+o, are herehy made :a part of thi�s contract, and a11 of said wark ta be perforrned and compl�ted �y the contractor and its successors and assigns shali be ful1� cornpteted in a gc�ocl and workmanlike manner to the satisfactian of th� City. If the Ct�ntractor shQU1d faii ta catnpty with any of the tirms, conditions, provisions or stipulativns as contained herein wittiin the rime specified for completiQn of t�e wc�rk to be performed by tt� Contractar, then the City, may at its aptit�n, avail itself t�f a�ny or all reuu�edies protiFided an its behalf and shall have the right to praceecl to eoznpiete such work as Contraetc�r is ol�ligated to perforrrz i�n acco�dance wiih the pravisic�ns as cvntained herein� THE Gt7NTRACT+OR ANTf H�S OR IfiS SUCCESSURS AND ASSIGNS IiUES HEREBY AGREE TU ASSUME T-I� DEFENSE QF AlY� LE�AI. ACTIQN WHT+CH 1VIAY BE B1tOiTGHT AGATN�"f THE �1'TY AS A RES"C1LT OF 'THE +CONTRACT4R'S ACTIVITiES ARISING (�UT UF T�LS CC?NTR�CT AND �I7RTHERMt'1RE, I11�11 CONSIDERATIUN OF THE TERMS, �'l'IPULAT�t�NS A�TiD CdNDTTI�+Q►N� AS +CUlVTA1NEI� HEREIl�T, AGREE;S TO HULD 'THE CtTY FREE ,�l)' FIt�RMI:ESS �RUM AN� ANT1� ALL CLAIMS FC3R bAMAGES� +C4STS UF SL1ITSi JU�GMEI�'',�s UIt DECI2EES RE�aCJL�'ING FR.OM AI�iX CLAA[MS MA�� U�I�ER. THIS CONTRACT AGAI1�kS'�` THE CI"FY U� TH� COr2'�iTTRACT�R UIi,THE CQNTRACTUR'� SUB-Ct3NTItACT4RS, AGEI+ITS, S�RVANTS tlR EIVIPL(?YEES RESi)LTING FROM ACTIVYTIES' BY 'T'HE AFQREMENTi+C1NE�i1► C�NTRACTCJ►R, SUB-CCINTRA�:T4R, AGENT SERYANTS f?R EMFLOYEES: Contraet for Signature.do�ai Page 3 of i4 ?l26P�.01!? �Ql"�1`T'RACfi ��) In additi+�n to the fQregvin� provisi�nsT the Cantraetor agrceecs to eonform to the fallawing requirernents. In cc�nnecti�n v�vi� the perfc�rmance of work under this coniract, the Con#ractor �grees n�t tc� c�isc�minaie aga.inst an� �mployee or applicant fc�r empioym�nt because af race, se� religion, eols�r, or national carigin,, T"t�e afnres�d pmvision shall include, but not be lirnited to, the fcslleawing,: emplc�yrnent, u�gr�din�, demotion, or taran.sfer, recru3tm�nt or recxxui�ent advertisi�g; lay-c�ff oi� !ternunation; rates c�f pay o� vther forms �f eompensatic�n; and selection far tr�ining, ineludin�; ap�renticeship;, T�te Cc�ntractor agrees t� post l�ereeafter in ccr�sp�cuous places, ava�labl� fc�r ernplayeee�; or applicants ft�r empl�yment, notices to be pravided l�� th� cvntracting offic�r setting forth th� prouision�s of tt�e nun-dis�rimination, �iause. The +Contra�tar further agr�es to insert the fore��ing provisions in all cor��acts he�der, includin�; cc�ntracts or agre�ements vuith labar urrions ancUar wcarke�'s r�presentatives, except sub-�ont�actars fa:r stax�dard +�t�mm�t'�iat suppiies ar raw .rxxiaterials: it is m�xualty ag�ed t�etwween t�e parties h�reto that tim� is af the essence of this �ontract, and in th� e�uent t]�t th�e work to be performed by the Contractor is not r�rnpleted within the time stipuiated herei�, it is #hen %u�ther a�;re�d tha# #he City m�.y decluct from su�h sums or comper�sation as may � due to the Coani�actar �h� sum of „�1.t1ti0,UU �er dav fvr �ach clay thavt`Lhe worl€ to be g�rfurtr�ed by the CQn�actor remains incc�mplete beyond the time iimit specified her�in, which �um of ,�1,Ot10 i�) ner tl„�ay,� sha11 t�nly and sc�lely zepresent damage� which the City h�s susix:ine� b� teasQn:of the failure of�e Contractor tc� cc�rnplefe �he w��k within the time stipulat�, it being further agreed that this-surn i$ not �a be consinied �s a penalty but` is only tc� be constru�ci � liquidated darnages for failure of the Cc�ntr�etr�r to compiete and �erfQrm all work within tize time pe�riod as specified in this �ontra�ct. It is fiuther taautuaily agreed t�et�een the City and the Contractor that if, any time after the executian c�f this contiract and. fhe surelp bvnd which i� attached hereto for the faitlaful perforn�ance of #he ternns az�d conditions as contained herein by th� Contractor, that ihe City shail at any time deem. the surety <�r sureties upon such perFormance bQnd to be unsatisfactoly ar if, for an� reason, the said trand ceases tQ be adequate in a�nount to cov�r the perf'ormance of the wnrk the Contractor shall, at his or its c�wn expense, within ten (lt}) days after receipt'afwritten notice frr�m ihe Ciiy to do so, furnish an ad�litit�ru�t t�nc� or bonds in such term a�nd amc�lmts a�td with such surety or sureties as shall b�e satisfactory to the City. If su�h an �ven:t oceurs, no further payment shali be made to t�ie CflniraGto�r und�r the tern�s anrl provisic�n� of this contr�act until such new or additional security bond guaranteein� the fa,itthful p�rfurrnance �fthe work under the tem�s hereof shali be cornpieted and fiunished ta the City in a form sa�sf�ctory tti i#. �ontract for Signat�sre.dacx Page � caf 1�4 73'26f2t1 l2 ' ' ' ' , ' ' ' ' � ' , , , ' ' ' ' ' �_ CONTRACT (�) IN WITNESS WHEREOF, the parties to the agt�eement have hereunto set their hands and seals and ha�e executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: William B. Horne, II City Manager Countersigned: . — � �►�e � crQ�►R.�j By. f George N. Cretekos, Mayor (Contractor must indicate whether Corporation, Partnership, Company or TndividuaL) (The person signing shall, in his own handwriting, sign the Principal's name, his own. name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority ta bind the Corporation). Contract for Signatum.doc� Attest: City � ' ��7 : � "�, . ` • ' ' „�,,'�. . � �. �� , �.. � � - r � r� . l� � � ��1� � � + ,,;L :.�: • _��` - .,..,... ._ . _.j�,� Assistant City Attorney POOLE & KENT COMPANY OF RLORIDA o� <� -f- ��'•�% l�vM�i�y v�;� �co.�r..)�.G (Contractor) By: c�z✓(„�,�SEAL). Q�� o I'a�e 5 of 14 `; "�� . � � � . -� `r. � �.:��•' ��'= " - - tJ '�' 7(26J20[2 ' , , ' ' ' ' CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORM) STATE OF FLORIDA COUNTY OF MIAMI-DADE On this day personally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgments, , who after being duly sworn, deposes and says: That he is the (TITLE) of POOLE & KENT COMPANY OF FLORIDA, a Florida Corporation, with its principal place of business located at 1781 N W NORTH RIVER DRIVE, MIAMI FLORIDA 33125 (herein, t11e "Contractor"). That the Contractor was the general contractor under a contract executed on the day of ' , 20_ with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, �s Owner, and that the Contractor was to perform the construction of: ' �I � ' WATER TREATMENT PLANT NO. 2— CONTRACT 4— REVERSE OSMOSIS PLAN SITE EXPANSION PROJECT 10-0039-UT (D) That said work has now been completed and the Contractor has paid and discharged all sub-contractoxs, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, , and upon consideration of the payment of (Fina1 Full Amount of Contract) in full satisfaction and discharge of said contract. ' ' That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this �davit sha11 mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. ' Sworn and subscribed to before me This day of ' ' ' ' �__ NOTARY PUBLIC My Commission Expires: Contract for Signature.docx 20 Page 6 of 14 POOL & KENT COMPANY OF FL. AFFIANT : PRESIDENT 7/26/2012 ' LJ C', ' � CERTIFICATE OF SECRETARY OF POOLE & KENT COMPANY OF FLORIDA , The undersigned, Mark M. Porto, Secretary, certifies that he is the duly elected, qualified and acting Secretary of Poole & Kent Company of Florida, a corporation duly organized and existing under the laws of Delaware with a business address of 1781 N. W. ' North River Drive, Miami, FL 33125 and that as Secr,etary, he is the keeper of the corporate records and seal of said Corporation. ' , ' The undersigned further certifies: Attached hereto as E�ibit A is a true, correct and complete copy of resolutions adopted upan written consent of the sole director of this Corporation dated as of February 1, 2013; and said resolutions do not contravene any provision of the certificate of incorporation or by-laws of said Corporation, and have not been rescinded or modified in any respect but still rernain in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this lst day ' of February, 2013. ' , ' ' , � � ' � f � Mark M. Porto, Secretary Poole & Kent Company of Florida, a Delaware Corporation, 1781 N. W. North River Drive, Miami, FL 33125 � ' 1 ' ' EXHIBIT A ' RESOLVED, that Patrick H. Carr the duly elected President and Chief Executive Officer, David A. Strickland the duly elected Senior Vice President and Assistant Secretary, Brian D. MacClugage the duly elected Executive Vice ' President and Charles K. Neese, the duly elected Vice President and Assistant Secretary of the Company, be and each hereby are, authorized, empowered and directed to execute and submit a pre-qualification and bid for the Water Treatment Plant No. 2- Contract 4; Reverse Osmosis Plant Site Expansion Project No. 10- ' 0039-UT-(D) together with contracts and such other instruments in writing as may be necessary on behalf of the said Corporation; and that such documents ' shall be binding upon the corporation as its own acts and deeds. lJ ' ' ' ' u i 1 0 0 0 PROPOSAL BOND (Not to be filled out if a certified check is submitted) KNOWN ALL MEN BY TH�SE PRESENTS: That we, the underszgned, Poole & Kent Company of Florida � �_ a5 Pnulcipal, and Travelers Casualty and Surety Company of America aS SuTety, who's address is One Tower Square Hartford CT 06183 , are held and firmly bound unto the City of Glearwater, Florida, in the Suru of Ten Percent of the Amount Bid Dollars ($10% of Amt. Bid) (being a minirnvm of 10% of Contractor's total bid amowat) for the payiment of wtuch, we11 and truly to be made, we hereby jointly and severally bind oursel�es, our heirs, executors, administrators, successors and assigns. The condition of the above obligaiion is such that if the attached Proposal of Poole & Kent Company of Florida . _ as Principal, and Travelers Casualty and Surety Company of America ss Surety, for work specified as: Water Treatment Plant No. 2- Contract 4: Reverse Osmosis Plant Site Expansion Project 10-0039-UT-(D) all as sdpulated in said Proposal, by doing ail work incidental thereto, in accordance with the plans and ' specifications provided herefor, all within Pinellas County, is accepted and the contract awarded to the above named bidder, and the sa�id bidder shall within ten days after notice of said award enter into a contract, in writzng, and fumish the required Performance Bond with surety or suredes to be approved ' by the City Manager, this obligation shail be void, otherwise the same shall be in full force and viriue hy law and the full amour�t of tlus Pmposal Bond will be paid to the City as stipulated or liquidated damages. ' Signed this 27th day of March , 20 13 ' {Principal must indicate whether corporation, partnership, company or individual) ' The person signing shall, in his own ' handwriting, sign the Principal's narne, his own name and his title; the person signing for a corporation ' must, by affidavit, show his authority to bind the corparation. � ' ' SectionV ' , Page 7 of 21 Poole & Kent Company of Florida - Corporation 1781 N. W. North River Drive Miami, FL 33125 Principal By: /�.�lCl.�\ Title P�,�cr, !.E G��— p��<<�o Travelers Casualty and Surety Company of America �----_._. ,; -� B : ' —�c..,,�' Sttrety Ri a agist , Attorney-m-Fact FL Nonresident License # F016098 7/26/20 I 2 .' � ' AFFIDAVIT (To be filled in and executed if the bidder is a corporation) ' STATE OF FLORIDA ) COUNTY OF Miami-Dade ) ' Charles K. Neese being duly sworn, deposes and says that he/she is Secretary of Poole & Kent Company of Florida a corporation organized and existing under and by virtue of the laws of the State of Florida, and having ' its principal office at: 1781 N.W. North River Drive Miami Miami-Dade FL ' ' , CJ ' ' � � ' ' ' ' Street & Number City County State Affiant further says that he is familiar with the records, minute books and by-laws of Poole & Kent Company of Florida . (Name of Corporation) Affiant further says that Patrick H. Carr is President & CEO (Officer's Name) (Title) of the corporation, is duly authorized to sign the Proposal for the Cit�of Clearwater for said corporation by virtue of Written Consent of Sole Director dated March 13, 2013 (state whether a provision of by laws or a Resolution of the Board of Directors. If by Res lut' n giv f adoption). Affiant Charles K. Neese, V.P. & Asst. Secretary Sworn to before me this lOth day of April , 2013 ' SectionV i Page 8 of 23 Notary Public Wendy Campbell Type/prindstamp name ofNotary EE 839439 Title or rank, and Serial No., if any 7/26/2012 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERS/A` Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company TY�avelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. 'IY�avelers Casualty and Surety Company of Amexica St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney-In Fact No. 226017 Certi£cate No. 0 0 5 3 2 6 4 4 6 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guazanty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Thomas Bean, Rita Sagistano, Gerard S. Macholz, Susan Lupski, Robert T. Pearson, Camille Maitland, George O. Brewster, Colette R. Chisholm, Virginia M. Lovett, Vincent A. Walsh, Lee Ferrucci, and Kristy Caporale of the City of G1I'ClOri Clty , State of NeW YOTk , their true and lawful Attorney�(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guazanteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pernutted in any actions or proceedings allowed by law. l Oth IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of January 2013 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company 'IY�avelers Casualty and Surety Company 7Yavelers Casualty and Surety Company of America United States Fidelity and Guaranty Company G�.SU,� Q7�`•' F1RE 4� �N I// +' 1.w+��'y. �tY AN Y �T V- Jb •y \ 'rG fPY.........A9`4 JP �8 N��RL � �� t� �,ppq7P < <T � � QO: �.......: s 4J:' '+2 4 p � '� �Q yy�j �CpRGOR,�>"i P: �C�- � 9 ~ SI9HI� 0 191! �1ED z� �! ... Ftm WipORPORAT�.;,l�� O . Z'e P �,•f� ii: -._ .�' a HAHIFORD� < WIRR-0qD, < �. �'�E� y � � 1aJr1 � �� m �t• SEALin� ��t 'oi � CONN. n 1�� u± � < b a � ;� � �`'•y �,o �`;SSAL;%D ,� ro W Y� �p� 1. P b'q's,,�. G y........:'a f o.•... 'd s a �i 'Yw.. �e Y� � .� '°urwiM��wE fS�. A� jr ....... *d bi naa f "'�I AI'e State of Connecticut City of Hartford ss. By: Robert L. Raney, enior Vice President On this the 10� day of January 2013 before me personally appeazed Robert L. Raney, who acknowledged. himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranry Insurance Company, Fidelity and Guazanty Insurance Underwriters, Ina, St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surery Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanry Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p.TET In Witness Whereof, I hereunto set my hand and o�cial seal. '� �i� � W w" �� V�+� `�"�^"^""� My Commission expires the 30th day of June, 2016. � p�`�G � Marie C. Tetreault, Notary Public �� 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER , OF ATTORNEY IS INVALID WITHOUT THE RED BORDE:R This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Director:> of Farmington Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Mazine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Suret;y Company of America, and United States Fidelity and Guazanty Company, which resolutions aze now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice Presi.dent, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign wi[h the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Boazd of Directors at any time may remove any such appointee and revoke the power given him or he�r; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one ar more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chauman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to ai written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, an}� Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for puq�oses only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearin;, such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Fazmington Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury ]nsurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fideliry and Guarauty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in-full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and afFixed the scals of said Companies this 2�th day of M arch 20 13. �i�'' � Kevin E. Hughe;s, Assistant Sec tary GI�SU��r Jyp10.E6� `�,11 �NfG +�� 1�"NWS`u"9� P�tYANO Y 2 � 0:..""•.. q ,vJP..........9 qJ p 1116�IpY �'� �°°'Wr � . e: { a : o �` q� ��3 � !1 � 'P �L�RPOR�)f'�i ¢�I POR �' �p 9 � � MCOAl10RA1ED m �i ... .m t�,: Ca` AT � �� , � �s 3 � V' 1 9 8 2 0 1.9%% �n � . i f - f i �; a HARTFORD. � � < g, °qy��,�i a � 1951 �' �i• $ E A I. lo f �` �° % CONN, o � W u� �� b � � 1� N� o �`., o�,SBAL;'.� �•� �p �y �e� so e o d•.......- a'cl o:••.. :� a° 's er � d�`" ^��„� ` !s . AN� 1s•...�.. *e� sr � r.N� AIN To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNI , � r ' Florida ' � ' 1 ' TRAYELERS CASUALTY AND SURE'i'Y COMPANY OF AMERICA HARTFORD, C'i'. 06183 A'ffORN�Y-EN-FACT JUS'fiF1CAT10W PR(IMCIPAL'S ACKNQWLEDGMBNT-1F A CORP()RATtON s�=�orr�g�,c«��yor Miami—Dade ��. �+�� lOth �rof April ?0 13 b�forc,�p�onyevc�� patrick H. Carr . to me knuwn, who, bein� by me duly swom, deposes and says: Zhat hdshe rcsides in the City of M13mi � '�'��'�'� Pres�d��t & C�0 °f Pool� & K nt ComDany, of Florida� the caporuion describod in a wh�c executat t e within inatnimenl; that he/she krsows ilie aesi of said corporal�on: t affiac�to ssui mstnm�nl is such earporete seal; tfiai i1 was so affixed by order of the 8oud of Dircctors of said c�po�s�ion, and tt�u he/she signod hisAtia� iwaie reto by !ik mder. � C�—< <i` �/aiCi` PRINCIPAL'SACKIVOWLEDCMENT—IF[NDIVtDUALORFIRM PatT'1Ck. H. Carr Sute of New York, Courty of � ss. On this dey of . 20 , before me �ersonally appmred to me kaown to be (the individuel) (onc oE the firm of ) dacribed in and who exau�sd e�e wi�hin inanm�em, snd hdshc ibereupcm duly acknowled�ed io me that helshe exxuted tfie seme (u �he aq and ibud of said firm). SURETY COMPAN'Y'S ACKNOWL�DGMBNT Slate of New Ywic, County of j�aggBV } ss. ' on �his 27th aay or March Z� 13 berore me pason.t�y oppearca Rita Sagistano ,' to mt known, who, being by me duly swom, did depose and say: That hdshe rcsida in 1bp0i0�lq( CO1111t�/ Of NASS8l1, NY if�at htlshe is Ailotnry-in�T'act of T[tAVELERS CASUALTY AND SURETY COMPANY UF AMERICA, the corpmalion dacribed in and which exaWed the wiihin insuument;11nr helsAe kaows the corpora�e scal of mid Compwny; that the seal affi�cai to said ins1niment is such caporate ual; and that hdshe sigrted said instrument a4 Attomey-io-Fect by euthociry oF the Bosrd ot Diraxors of �aid Compeny; and aftiant did Furtha dqwse and say ihni the Superintaideat of [nsueaact of Ilrc S�� of l�few York ' has, pursuaM lo Cimpter 882 of the Laws of the State of New York fw ihe yesr I439, carotitming chspta 28 of �he Consolidating Laws of the State of New Yark � the Insurance Law as amendai, issued W TRAVEL£RS CASUALI'V AND SURETY COMPANY OF AMERICA hislher cenifica�e thet said Company is qualified p� becortie and be accepted es surely o� g�ranwr on ali bonds, underlakin�s, recos,niza�, guaranties, and o�her obligations rcquircd w pamitta! by law; and that sueh cenil�icate has rwt been revoked. ��%G-- t Notary Public N!Ll.Y �qW�pl TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA pyp�, yt� p�� Hartford, Connscticut 08183 l+b. Oitt862281SA ' FINANCIAL STATEMENT AS OF DECEM8ER 31, 2014 � O�nMnitri011 E�b�f�1�1¢h� u AS FlLED WITH THE INSURANCE DEPT. OF THE STATE OF NEW YORK CAPITAL STi7CK 3 6,A80,000 , ' ' ASSETS LIABILITIE3 CASH AJ� NiVESTE� CASf1 t 103.867.6Yt 89t�S 3�Sffi.�i.354 INYESTAAENT NJCOI�E OUE AND ACCRIfED 49.234.241 OTHER NNESTED ASSETS 219,171.E07 PREMWM 9AtANCfS 239.276.�2 NET OEFERRED TAX ASSET 87,a32,057 REINSURANCE RECOVERABLE 10.883.483 SECURITIES LENOING REINVESTED COUATERAL ASSETS 7,344,098 UNDI$TRIBUTEO PAYMENf3 2,563,96J OTHER ASSETS 361.Z89 ' ' TOTALASSETS ' ' , �� UNEARNEO f'REt�UMS �OSSES REINSURANCE PAVABLE ON PJ1� LOSSES d LOSS AOJ. EXPENSES LOSS ADJUSTMENT EXPENSES COAAAAIS810N5 TAXES, LICEN3ES AND fEE$ OTMER F.JtPENSES FUNDS HELD UNDER REINSURANCE TREATIES WRRENT fEOERAI A!O FOREIGN INCOME TAXES REMITTANCES AND 1TEAIS NOTAtLOCATEO AM�JNi'S WiTHH0.0 / RETAINED BY COMPMIY FOR OTHERS RETROACTtHE I�JNSURANCE RESERVE ASSUMED POLICYHOLOER OMpEN05 PROVI$qN fOR REINSURANCE PAYABLE TO AARENT, $UB$IDUIRIES AI'D AFFILIATES PAYAeIE fOR SECIJRITIE3 PAYABLE FOR SECURR�S LENDING CEOED REINSURANCE NET PRENUMS PAYABIE E�HEAT 11A81LITY OTHER ACCRUEO EXPENSES AilD LIABM.ITIE3 TiOTAL W81UilES c�v�rru. sroac pAl01N SURPLUS OTHER SURPLUS TOTAC SURPLUS 7U POIICYHOLDERS TOTAL LIABILtT1ES d SURPIUS SecurfGes carried a13i,783,110 in the above statement are daposited with public aulharities, as required by law s e,saxasoe 937.fi8t.730 2,BOd.732 529;,OS3.9S3 �,858.691 80,278,tOS 29..+l88,813 9S,,q3f.418 49„088.52� td,$4t.3St 39.,A60.277 3,,152,706 8,, t t 7,5�8 B,,:i97,371 5�;168.609 1„249.903 7„344.088 �71.,042,044) i91.8�3 3 2.604 3 � 282 s s,.asa.oao w.�.reo 1.21 L 191.306 S 1.652473.288 4.256+;dA7.59D. .' , ' C NON-COLLUSION AFFIDAVIT STATE OF FLORIDA COUNTY OF Miami-Dade ) , Patrick H. Carr President & CEO ' ' ' ' 1 ' ' , � 1 ' t ' being, first duly sworn, deposes and says that he is of Poole & Kent Company of Florida , the party making the foregoing Proposal or Bid; that such Bid is genuine and not collusive or sham: that said bidder is not financially interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidders or person, to put in a sham bid or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price or affiant or any other bidder, or to fix any overhead, profit or cost element of said bid price, or that of any other bidder, or to secure any advantage against the City of Clearwater, Florida, or any person or persons interested in the proposed contract; and that all statements contained in said proposal or bid are true; and further, that such bidder has not directly or indirectly submitted this bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof. Affiant Sworn to and subscribed before me this lOth day of April , 20 13 . ' SectionV , •" �� WENDY CAMPBELL �: .,,s MY COMMISSION t EE 8394� p;; tkES: Februsry 1, 2017 �/!!'�� • Bondea Y„ru Ndery Pu4Nc Uideiwritars Page 9 of 23 �� Ci� Notary Public Wendy Campbell 7/26/2012 ' u C' , �l ' ' ' PROPOSAL (1) TO THE CITY OF CLEARWATER, FLORIDA, for WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT: 10-0039-UT-(D) and doing such other work incidental thereto, all in accordance with the contract documents, marked WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT: 10-0039-UT-(D) Every bidder must take notice of the fact that even though his proposal be accepted and the documents signed by the bidder to whom an award is made and by those officials authorized to do so on behalf of' the City of Clearwater, Florida, that no such award or signing shall be considered a binding contract without a certificate from the Finance Director that funds are available to cover the cost of the work to be done, or without the approval of the City Attorney as to the form and legality of the contract and all ' the pertinent documents relating thereto having been approved by said City Attorney; and such bidder is hereby charged with this notice. 1 , , , ' ' , 1 ' The signer of the Proposal, as bidder, also declares that the only person, persons, company or parties interested in this Proposal, are named in this Proposal, that he has carefully examined the Advertisement, Instructions to Bidders, Contract Specifications, Plans, Supplemental Specifications, General Conditions, Special Provisions, and Contract Bond, that he or his representative has made such investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools or apparatus, do all the work required to complete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surety bonds for the following prices to wit: ' SectionV , Page 10 of 23 7/26/2012 i 1 ' PROPOSAL �2) ' If the foregoing Proposal shall be accepted by the City of Clearwater, Florida, and the undersigned shall fail to execute a satisfactory contract as stated in the Advertisement herein attached, then the City may, at its option determine that the undersigned has abandoned the contract, and thereupon this Proposal ' shall be null and void, and the certified check or bond accompanying this Proposal, shall be forfeited to become the property of the City of Clearwater, Florida, and the full amount of said check shall be retained by the City, or if the Proposal Bond be given, the full amount of such bond shall be paid to the ' CiTy as stipulated or liquidated damages; otherwise, the bond or certified check accompanying this Proposal, or the amount of said check, shall be returned to the undersigned as specified herein. ' Attached hereto is a bond or certified check on , Bank, for the sum of 10% of Bid Amount ($ 10% of Bid Amount) (being a minimum of 10% of Contractor's total bid amount). ' The full names and residences of all persons and parties interested in the foregoing bid are as follows: ' (If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the names and addresses of the members or partners. The Bidder shall list not only his name but also the name of any person with whom bidder has any type of agreement whereby such person's ' improvements, enrichment, employment or possible benefit, whether sub-contractor, materialman, agent, supplier, or employer is contingent upon the award of the contract to the bidder). ' NAMES: ADDRESSES: See attached LJ �� ' Signature of Bidder: ' (The bidder must indicate whether Corporation, Partnership, Company or Individual). ' � ' SectionV , Page 11 of 21 7/26/2012 � 1 ' ' , ' , ' ' ' , ' , ' ' ' ' ' ' � � Poole �i Kenf Contractors An EMCOR Company City of Clearwater, Florida Water Treatment Plant No. 2— Contract 4: Reverse Osmosis Plant Site Expansion Project: 10-0039-UT-(D) Poole & Kent Company of Florida is a wholly owned subsidiary of EMCOR Group, Inc., a publicly traded company on the New York Stock Exchange. Patrick H. Carr, President & CEO Richard Harrington, Chief Financial Officer Brian MacClugage, Executive Vice President David A. Strickland, Senior Vice President & Assistant Secretary Charles K. Neese, Vice President & Assistant Secretary Stephen Polk, Vice President � ' ' ' ' ' ' , ' � , ' , ' ' , 1 , ' , PROPOSAL (3) The person signing shall, in his own handwriting, sign the Principal's name, his own name and his title. Where the person signing for a corporation is other than the President or Vice-President, he must, by affidavit, show his authority, to bind the corporation. PrincipaL• ( J�,2 cc�c. � • �"� By��.�—��„ Title: Pitt � �C�= O �� Business Address of Bidder: 1781 N.W. North River Drive City and State: Dated at Miami-Dade SectionV FL Zip Code 33125 this l Oth day of April , A.D., 20 13. Page 12 of 21 7/26/2012 .' ' ' ' � , , ' ' ' , , , ' ' , ' ' ' � CERTIFICATE OF SECRETARY OF POOLE & KENT COMPANY OF FLORIDA The undersigned, Mark M. Porto, Secretary, certifies that he is the duly elected, qualified and acting Secretary of Poole & Kent Company of Florida, a corporation duly organized and existing under the laws of Delaware with a business address of 1781 N. W. North River Drive, Miami, FL 33125 and that as Secretary, he is the keeper of the corporate records and seal of said Corporation. The undersigned further certifies: 1. Attached hereto as E�ibit A is a true, correct and complete copy of resolutions adopted upon written consent of the sole director of this Corporation dated as of March 19, 2013; and said resolutions do not contravene any provision of the certificate of incorporation or by-laws of said Corporation, and have not been rescinded or modified in any respect but still remain in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this 19�` day of March, 2013. / _____�/ ! . � �'�' _ Mark M. Porto, Secretary Poole & Kent Company of Florida, a Delaware Corporation, 1781 N. W. North River Drive, Miami, FL 33125 '� �t ;� " , w } �_ a, , _ � ,� � - *� , � � � , ��': � � � � , , . 'r:• r ., ' EXHIBIT A ' RESOLVED, that Patrick H. Carr the duly elected President and Chief ' Executive Officer, David A. Strickland the duly elected Senior Vice President and Assistant Secretary, Brian D. MacClugage the duly elected Executive Vice President and Charles K. Neese, the duly elected Vice President and Assistant ' Secretary of the Company, be and each hereby are, authorized to sign and submit the Bid or Proposal of this corporation for the WTP No. 2— Contract 4: Reverse Osmosis Plant Site Expansion Project No. 10-0039-UT-(D) to the City of � Clearwater together with contracts and such other instruments in writing as may be necessary on behalf of the said Corporation; and that such documents shall be binding upon the corporation as its own acts and deeds. , ' ' ' , ' ' ' ' , ' • ' ' H:�DAILY�WorkFileuVIERGER�MASTERS�P&KF1orBid.DOC ,, ' , � � � ' � ' r � ' ' � r , , ' � , CITY OF CLEARWATER ADDENDUM SHEET WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT: 10-0039-UT-(D) Acknowledgment is hereby made of the following addenda received since issuance of Plans and Specifications. SectionV Addendum No. 1 Date: 1/29/13 Addendum No. 2 Date: 2�22�13 Addendum No. 3 Date: 3/1/13 Addendum No. 4 Date: 3/5/13 Addendum No. 5 Date: 3/11/13 Addendum No. 6 Date: 3/19/13 Addendum Na � Date: 3/26/13 Addendum No. g Date: 4/1/13 Addendum No. Date: Addendum No. Date: Addendum No. Date: Page 13 of 23 Poole & Kent Company of Florida (Name of Bidder) 1 c�.��C�yL (Signature of Officer) Patrick H. C;arr President & CEO (Title of Officer) April 10, 2013 (Date) 7/26/2012; BIDDER'S PROPOSAL PROJECT: WATER TREATMENT PLANT No. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT - 10-0039-UT-(D) CONTRACTOR: Poole & Kent Company of Florida BIDDER'S GRAND TOTAL $ 20,062,325 (Numbers)� BIDDER'S GRAND TOTAL Twenty Million, Sixty-Two Thousand, Three Hundred Twenty-Five Dollars and No Cents (Words;� Bid Item Description Qty Unit Unit Price Total Cost No. General Conditions l Mobilization/Demobilization 1 LS $ 575,000.00 $ 575,000.00 (5% Max.) 2 MOT) one Traffic Control 1 LS $ 12,200.00 $ 12,200.00 3 Erosion Control 1 LS $ 4,000.00 $ 4,000.00 4 Tree Barricades 1 LS $ 6,000.00 $ 6,000.00 5 Tree Removal 28 EA $ 100.00 $ 2,800.00 Site Civil 6 Clearing and Grubbing 1 LS $ 40,000.00 $ 40,000.00 7 Earthwork 1 LS $ 316,611.00 $ 316,611.00 Unsuitable Material Excavation 8 Below Grade as Directed by 100 CY $ 25.00 $ 2,500.00 Owner 9 Stormwater Pond 1 LS $ 30,000.00 $ 30,000.00 FDOT Index 272 Stormwater 10 4 EA $ 1,aoo.00 $ 5,600.0o I Mitered End Section ' 11 FDOT Type C Stormwater Ditch 6 EA $ 4,200.00 $ 25,200.00 Bottom Inlet 12 Stormwater Control Structure 1 EA $ 4,000.00 $ 4,000.00 SectionV.doc Page 14 of 21 Revised 3/18/201 3 � � ' � � , � ' i C � � � ' ' , , C' Bid Item Description Qty Unit Unit Price Total Cost No. 13 FDOT Type J-7T Stormwater 1 EA $ i,so0.00 $ 1,800.00 Manhole 14 24-inch RCP Stormwater Pipe 185 LF $ 44.00 $ 8,140.00 15 18-inch RCP Stormwater Pipe 260 LF $ 38.00 $ 9,880.00 16 15-inch RCP Stormwater Pipe 290 LF $ 32.00 $ 9,280.00 17 10-inch PVC Stormwater Pipe 20 LF $ 22.00 $ 440.00 18 8-inch PVC Stormwater Pipe 90 LF $ 21.00 $ 1,890.00 19 6-inch PVC Stormwater Pipe 80 LF $ 19.00 $ 1,520.00 20 Retaining Walls 1 LS $ 25,000.00 $ 25,000.00 21 20"x6" Tapping Sleeve w/ Valve 1 LS $ 7,071.00 $ 7,071.00 22 6-inch Gate Valve & Valve Box 2 EA $ 994.00 $ 1,988.00 23 6-inch PVC Water Line 170 LF $ 32.00 $ 5,440.00 24 6-inch DIP Water Line 30 LF $ 69.00 $ 2,070.00 25 Fire Hydrant Assembly 1 EA $ 3,900.00 $ 3,900.00 26 2-inch PE Water Service Pipe 30 LF $ 62.00 $ 1,860.00 27 6" PVC SDR 35 Sewer 70 LF $ 56.00 $ 3,920.00 28 Sanitary Lift Station 1 LS $ 25,000.00 $ 25,000.00 29 Asphalt Driveways and Parking 1 LS $ 100,000.00 $ 100,000.00 Areas 30 Concrete Driveway and Delivery 185 SY $ 40.00 $ 7,400.00 Aprons 31 Concrete Sidewalk 220 SY $ 14.00 $ 3,080.00 32 Bollards 20 EA $ 380.00 $ 7,600.00 33 Dumpster Enclosure 1 LS $ 7,000.00 $ 7,000.00 34 Landscaping 1 LS $ 37,000.00 $ 37,000.00 35 Irrigation 1 LS $ 14,000.00 $ 14,000.00 � SectionV.doc . Page 15 of 21 Revised 3/18/201:� � ' ' u ' J �l � , ' �' ' I� ' u ' � Bid Item Description Qty Unit Unit Price Total Cost No. 36 Fencing — 7 ft. Tall Chain Link 250 LF $ 15.00 $ 3,750.00 37 Fencing —11 ft. Tall Chain Link 2100 LF $ 25.00 $ 52,500.00 38 Fencing — 7 ft. Tall Ornamental 380 LF $ t 12.00 $ 42,560.00 Steel 39 Misc. Equipment Pads 1 LS $ 10,000.00 $ 10,000.00 40 Demo Existing HSP Facilities 1 LS $ 25,000.00 $ 25,000.00 41 Demo Existing Generator 1 LS $ 35,000.00 $ 35,000.00 Building 42 Demo Existing Chemical Feed 1 LS $ 22,000.00 $ 22,000.00 Facilities Buildings 43 Main Building 1 LS $ 4,790,000.00 $ 4,790,000.00 44 Ozone Generator Building 1 LS $ 210,000.00 $ 210,000.00 Process Equipment 45A Furnish & Deliver RO Cartridge 1 LS $ 130,000.00 $ 130,000.00 Filters - ODP Item 45B Sale Tax Savings 1 LS $ 7,560.00 $ 7,560.00 45C Installation, Testing, Warranty 1 LS $ 2,675.00 $ 2,675.00 46A Furnish & Deliver RO HP Feed 1 LS $ 861,342.00 $ 861,342.00 Pumps - ODP Item 46B Sale Tax Savings 1 LS $ 50,400.00 $ 50,400.00 46C Installation, Testing, Warranty 1 LS $ 10,807.00 $ 10,807.00 47A Furnish & Deliver RO Skids - 1 LS $ 1,250,000.00 $ 1,250,000.00 ODP Item 47B Sale Tax Savings 1 LS $ 63,000.00 $ 63,000.00 47C Installation, Testing, Warranty 1 LS $ 16,080.00 $ 16,080.00 48 RO System Piping and Valves 1 LS $ 454,750.00 $ 454,750.00 � SectionV.doc � Page 16 of21 Revised 3/18/201:�� ' ' ' �� ' ' ' � � 1 ' ' , ' ' ' ' Bid Item Description Qty Unit Unit Price Total Cost No. 49 RO Clean-in-Place System 1 LS $ 192,341.00 $ 192,34t.00 Furnish & Deliver Ozone SOA Generators and System - ODP 1 LS $ 1,900,000.00 $ 1,900,000.00 Item SOB Sale Tax Savings 1 LS $ 110,340.00 $ 110,340.00 SOC Installation, Testing, Warranty 1 LS $ 22,904.00 $ 22,904.00 51 Ozone Dissipation Chamber and 1 LS $ 37,450.00 $ 37,450.00 Transfer Pump Wet Well 52 Ozone Piping, Valves, and 1 LS $ 58,850.00 $ 58,850.00 Appurtenances 53A Furnish & Deliver Transfer 1 LS $ 22,s15.0o $ 22,815.00 Pumps - ODP Item 53B Sale Tax Savings 1 LS $ 1,200.00 $ 1,200.00 53C Installation, Testing, Warranty 1 LS $ 1,070.00 $ t,o7o.00 54 Transfer Pump Piping, Valves, 1 LS $ 48,150.00 $ 48,150.00 and Appurtenances 55 Iron Treatment Filter Package 1 LS $ 833,807.00 $ 833,807.00 56 Backwash Pump Station 1 LS $ 99,995.00 $ 99,995.00 5� Antiscalant Chemical Equipment, 1 LS $ 36,000.00 $ 36,000.00 Day Tanks, and Piping Sodium Hypochlorite Chemical 58 Equipment, Day Tanks, and 1 LS $ 99,026.00 $ 99,026.00 Piping 59 Ammonia Chemical Equipment, 1 LS $ 32,113.00 $ 32,113.00 Day Tanks, and Piping 60 Caustic Chemical Equipment, 1 LS $ 52,234.00 $ 52,234.00 Day Tanks, and Piping Corrosion Inhibitor Chemical 61 Equipment, Day Tanks and 1 LS $ 23,496.00 $ 23,496.00 Piping 62 Bulk Chemical Storage Tanks 1 LS $ 51,779.00 $ 51,779.00 Yard Piping, Valves, Fittings, and 63 Appurtenances 1 LS $ 1,192,099.00 $ 1,192,099.00 � SectionV.doc � Page 17 of 21 Revised 3/18/2013 ' ' ' ' ' �J ' ' ' � LJ � ' ' C ' ' ' Bid Item Description Qty Unit Unit Price Total Cost No. 64A Furnish & Deliver High Service 1 LS $ 316,875.00 $ 316,875.00 Pumps — ODP Item 64B Sale Tax Savings 1 LS $ 18,000.00 $ 18,000.00 64C Installation, Testing, Warranty 1 LS $ 5,350.00 $ 5,350.00 65 High Service Pump Piping, 1 LS $ 214,479.00 $ 214,479.00 Valves, and Appurtenances 66 Finished Water GST (2.5 MG) 1 LS $ 1,230,500.00 $ 1,230,500.00 Recoat Existing Finished Water �� GST (5.0 MG� 1 LS $ 64,200.00 $ 64,200.00 ��x; Electrical 68A Furnish & Deliver ATS — ODP 1 LS $ 30,000.00 $ 30,000.00 Item 68B Sale Tax Savings 1 LS $ 1,800.00 $ 1,800.00 68C Installation, Testing, Warranty 1 LS $ 7,581.00 $ 7,581.00 69 Wiring and Conduit, Pull Boxes, 1 LS $ 1,347,849.00 $ t,347,849.00 Wiring Devices 70 MDP PNLs, MCC's 1 LS $ 341,351.00 $ 341,351.00 71 VFDS 1 LS $ 19,032.00 $ 19,032.00 �2A Furnish & Deliver Emergency 1 LS $ 390,000.00 $ 390,000.00 Generator — ODP Item 72B Sale Tax Savings 1 LS $ 23,400.00 $ 23,400.00 72C Installation, Testing, Warranty 1 LS $ 54,142.00 $ 54,142.00 73A Furnish & Deliver Fuel Storage 1 LS $ 69,442.00 $ 69,442.00 Tank — ODP Item 73B Sale Tax Savings 1 LS $ 4,166.00 $ 4,166.00 73C Installation, Testing, Warranty 1 LS $ 13,632.00 $ 13,632.00 74 Lighting and Power Panels and 1 LS $ 43,621.00 $ 43,621.00 UPS 75 Lightning Protection 1 LS $ 46,589.00 $ 46,589.00 ' SectionV.doc � Page 18 of 21 Revised 3/18/201:1 ' � ' ' ' ' I� ' , ' , ' � ' ' ' ' Bid Item Description Qty Unit Unit Price Total Cost No. 76 Site Lighting 1 LS $ 86,453.00 $ 86,453.00 77 Permitting, Testing, Studies 1 LS $ 20,942.00 $ 20,942.00 Instrumentation, Controls, and SCADA �gA Furnish & Deliver Magmeters — 1 LS $ 9,075.00 $ 9,075.00 ODP Item 78B Sale Tax Savings 1 LS $ 545.00 $ 545.00 78C Installation, Testing, Warranty 1 LS $ i4,352.00 $ 14,352.00 Pressure transmitters/ 79 switches/gages/ultrasonic level 1 LS $ 139,540.00 $ 139,540.00 sensors and transmitters Furnish & Deliver Controllers & 80A Analyzers — ODP Item 1 LS $ 87,641.00 $ 87,641.00 80B Sales Tax Savings 1 LS $ 5,258.00 $ 5,258.00 80C Installation, Testing, Warranty 1 LS $ 28,936.00 $ 28,936.00 g 1 Programming, Integration and 1 LS $ 42,984.00 $ 42,984.00 Start-up Furnish & Deliver Citect SCADA 82A and Historian Software — ODP 1 LS $ 24,870.00 $ 24,870.00 Item 82B Sales Tax Savings 1 LS $ 1,492.00 $ 1,492.00 82C Installation, Testing, Warranty 1 LS $ 56,450.00 $ 56,450.00 83 Servers and Racks 1 LS $ 46,507.00 $ 46,507.00 Furnish & Deliver Ethernet 84A Switches/Autodialer/Printers — 1 LS $ 21,988.00 $ 21,988.00 ODP Item ' 84B Sales Tax Savings 1 LS $ 1,319.00 $ 1,3t9.00 I 84C Installation, Testing, Warranty 1 LS $ 11,352.00 $ 11,352.00 85 Fiber Patch Panels/Cabinets/ 1 LS $ 12,446.00 $ 12,446.00 �� Terminations �i ' SectionV.doc � Page 19 of 21 Revised 3/18/20] 3 , � ' I�� iI� ' ' il� r1� ' �I � � ' ' � I �J ' � Bid Item Description Qty Unit Unit Price Total Cost No. 86 SCADA workstations 1 LS $ 7,441.00 $ 7,441.00 Furnish & Deliver Plant MCP, 87A CIP Control Panel, and Radio 1 LS $ 63,879.00 $ 63,879.00 Panel — ODP Item 87B Sales Tax Savings 1 LS $ 3,832.00 $ 3,832.00 87C Installation, Testing, Warranty 1 LS $ 5,223.00 $ 5,223.00 ggA Furnish & Deliver Plant LCP No. 1 LS $ 54,750.00 $ 54,�50.00 1 PLC Equip - ODP Item 88B Sales Tax Savings 1 LS $ 3,285.00 $ 3,285.00 88C Installation, Testing, Warranty 1 LS $ 1,74t.00 $ 1,741.00 89A Furnish & Deliver Plant LCP No. 1 LS $ 32,559.00 $ 32,559.00 2 PLC Equip - ODP Item 89B Sales Tax Savings 1 LS $ 1,953.00 $ 1,953.00 88C Installation, Testing, Warranty 1 LS $ 1,741.00 $ 1,741.00 Furnish & Deliver Remote Wells 90A and Interconnect PLC Equip. and 1 LS $ 214,116.00 $ 214,116.00 Radio Panels - ODP Item 90B Sales Tax Savings 1 LS $ 12,845.00 $ 12,845.00 90C Installation, Testing, Warranty 1 LS $ 53,019.00 $ 53,019.00 91 Radios/antennas 1 LS $ 30,278.00 $ 30,278.00 92 Yagi & Omni Antenna/cables 1 LS $ 8,583.00 $ 8,583.00 . �`; f: �, Security 93 Furnish and Install Security Poles 1 LS $ 30,000.00 $ 30,000.00 and Conduit/W ire Allowances 94 Controls Console Unit(s) 1 LS $ 27,363.00 $ 27,363.00 95 Greenfield Environmental 1 LS $ 3,950.00 $ 3,950.00 Asbestos Removal - � � .�. . � w ��< , . r.. � �� SectionV.doc � Page 20 of 21 Revised 3/18/20] �:'� ' ' ' ' ' ' r ' ' ' t , ' i r � � � 1 � Bid Item Description Qty Unit Unit Price Total Cost No. Subtotal Construction Costs (Bid Item Nos. 1— 95) _$ �9,573,000.00 96 Owner's 2.5% Contingency 1 LS $ $ 489,325.00 Bidder's Grand Total (Bid Items Nos. 1— 96) _$ 20,062,325.00 �.�„ _ Bid Additive Alternate Bid Item Description Total Cost No. A1 Concentrate GST (1.5 MG) $ 725,000.00 Bid Item Description Total Cost No. Dl �dditional Ninct}� (90) Day Contract Period $ 0.00 THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNI�f PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIREI',i FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OIE� OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICE;ti AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THI±: BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SU1�91 PRICE SHALL GOVERN. SectionV.doc Page 21 of 21 Revised 3/] 8/20] :� �' � � ' , , ' ' ' , , � ' ' ' ' ' , , � BIDDER'S PROPOSAL PROJECT: WATER TREATMENT PLANT Na 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION PROJECT - 10-0039-UT-(D) CONTRA�TOR: 1'oole & Kent Company of Florida BIDDER'S GRAND TOTAL $ � � , � � � , �� S (Numbersl BIDDER'S GRAND TOTAL %'Zc��Z�/ ,I'� l�c.! o✓` S/�C /�/T�a l,c� Qr� �-/ -�'� � �� U'� � ( �,il S (Words) Bid Nos. Description Total Cost 1-5 General Conditions $ QQ Q� 6-42 Site Civil $ � (`j 43-44 Buildings $ �' 45-67 Process Equipment �/J 7 68-77 Electrical $ � ' ) 78-92 Instrumentation, Controls, and SCADA $ �� QQQ 93 Security $ Q��; 94-95 Allowances $ 31,313.00 Subtotal Construction Costs (Bid Item Nos. 1— 95) _$l �7 �Q Bid No. Description Qty Unit Unit Price Total Cost 96 Owner's 2.5% Contingency 1 LS $ $ �g Z`�� Bidder's Grand Total (Bid Items Nos. 1— 96) _$ Q(a (, 2 32�i � Bid Additive Alternate Bid No. Description Total Cost A1 Concentrate GST (1.5 MG) $ � QdQ ( Bid Deductive Alternate Bid No. Description Total Cost D1 Additional Ninety (90) Day Contract Period � THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNI7' PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRETI FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME O�� OPENING BIDS. THE THREE (3) LOWEST BID CONTRACTORS SHALL SUBMIT TCI THE CITY WITHIN FORTY-EIGHT (48) HOURS FROM THE TIME OF THE BITI OPENING THE REVISF.D SECTION V BIllllER'S PROPOSAL DATE MARCH 18, ?013, (PAGES 14 THROUGH 21) INCLUDED IN�1DllENDUM No. 6 DATED �ZARCH 19, 2013; THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SU1V]I PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BF: CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. SectionV.doc Short Form (1 Page) Revised 3/18/201 ? , 1 i ' Section lll — General Condirions SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM THIS FORM MIIST BE COMPLETED AND SZIBMITTED WITH THE BID PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: ' 1. The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with � Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba and Syria; and , ' i � ' , i � , � � ' ' � 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and 3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engages in business operations in Cuba and Syria. SectionlIl.doc � � �� Authorized Signature� Patrick H. Carr Printed Name President & CEO Title Poole & Kent Company of Florida Name of Entity/Corporation Page 48 of 49 7/31 /2012 Section III — General Conditions STATE OF Florida COUNTY OF Miami-Dade The foregoing instrument was acknowledged before me on this lOth day of April , 2013 , by Patrick H. Carr (name of person whose signature is being notarized) as the President & CEO (title) of Poole & Kent Company of Florida (name of corporation/entity), personally known to me as described herein , or produced a (type of identification) as identification, and who did/did not take an oath. Y "' �•. WENDY CAMPBELL .,i�. tY�k : :*. ,r_ MY COMMISSION # EE 839439 �r. �,;; EY.PIRES: February 1, 2017 '%� ��o% Bonded Thru NotarY PuMk Undenvriters NOTARYSEAL ABOVE �/_ ,N�1 Notary Public Wendy Campbell Printed Name My Commission Expires: 2�1/2017 Sectionlll.doc Page 49 of 49 7/31/2012 ' ' ' ' ' � � , ' ' ' ' ' t ' ' � t ' ' ' � ' � �I! �' C 1 1 1 1 C �� 1 1 1 1 1 t � n z° a � a � a � 0 a� 8 0 � � a AICC1-7 1\ FUTURE CHEMICAL r�eo sn�N MDP1 � EC TO LE � - �'�,. EC TO UPS-Er-� i !. � 9�-�_I Er-i w,vl EC TO r �� yip ��p_� -�OI 6-1 on/arF 1.5 _ �SV � MCC- i+ �E-31 Cn11511C IIE�ERING S�qLE iNHIBIiOft SCALE '.NHIBITOR �'- PUMP $KID (T1P s2) METERING PUMP SKiD � DAY TAA'K ' ' MDP12 MDP1'11 T ' � I / I i � ew-rs+-ax / 1 I O O5 � TO DEEP INJ. WELL 1 00 � f/ I,� d �\ — — — — '--� FUIURE \' �' I \ NTUr2E CHENICAL SiORAGE I �N� TRANSFER $YSTEM LT _ / � / � � I � T D I I ' / I LC-2 � / / I FUTURE I � I ( I NO C�11 nnotx Iwui I II _ � ° / / ' i LC 9 `vuiuRe I ��4P I �C-7 -1.. RECORD DRAWINGS \ i I � � � � / � � �� • �1 III 6 �� l B3�L1T-Q7 4 ♦ �I II� ��o2 � `-'�/� ,ii I�\�UPS_E-6 _�� ' I � 0 �/ \�� F==�. 4 �. 6-7 �-30 5 '. I 115V UPS-C-B � 0 ,� � -------1��'� i ,, � ANTSCA�NT STORAGE C AN� TRANSFER SvSiEN �7 �7 G70-UT-01 / � � / �. i ao-FS-m � N�A 6: ADOENDUAI 6 �— N�A 0: �SSUED FOR B _'�R' _ \ I / / /, / ! i LC-10 910-11T-01 7 y �`�''�LCP� n ��.:i� � LE J � �p cio-ur-m �T . 950-P41-01 / ____ !� � � \� 1 ----� I UPS-E-7 2O � w-�a-at � I aso-ur-m � sao-tm-m u --- II _p4 \�1I / �\� �_ . 6-8 �_2� 113V CORROS'ON !NUIBITOR ME��ER!NG FUMF SKiD CORROSION INHIBITOR DAV iqNK AMMONIA METERING �uua srao NI%EA I LE-24 � UPS-E-B /Q CH-2 � � 7 / LE l 1 � \I AMMONIq /� 1 � LT � I (DAY TANK - � � wauT-m - � � s�a-ur o I 'l:�-,,I 1 �P�_E_9 _ ��/� A� �P. � MDP2 ccw7Ral M �� O AIR COMPRESSGR �1 � LE-48,50 HW RECIR. MDP1 PUMP EWH � WP � � � LE-47 I � 1 r 9p-PS+ oz � azo-w,�_oa �� _� U� �/ I O I i PS �+ i P� '_____��_-__ __�� - 9i0-P91-01 ----- , IIII I __-�� LE-2� �� 6-` �``� --^� � n3v II � \ �� __�� ('� �`_ �=== === —� � 920-v91-o2 �`�S Lt-z6� 5 M EF-s � 113� ' EMERCENCY SHOW=4 O� ANO EYE WASH (iIT) � � 5 �UPS-C-6 �° / z � r �UPS-C-7 I / � 620-617-ot � ] �� i� __O �— --- — �— ---` �T �T � — ----------- --? � y 1 � B20-11T-02 � p p��.RAN5R�5Y5RlA5TORAGE c AN� iRa SFER SYSiEN _� � rwe ro• — aao�wT uro t2' �rs (rmJ D � 3/1' �L M/YENOOR �`� GL4E (T'IP) � � � LC-11� �,f �� f S�`, CTfY OP CL6AR1lATER FIORIDA ` � ENGINEQtING DSPARTEIEplT NCH 3/13/13 � � 100 9. Hyrtle A�e. R� iz/� /iz � c��n n as7sa � #zia TO GND GRID 1 �� ____ � `\�� I LC-4 � I � � � �` � � 0� � ' O � � i rr�a+Eu rn_� � � %� +eu � \ / / / tt No. �, / � LC-12 l ES-1 SOD UA1 MWJCMLJRI'E DR� 'ANK �� UPS-E-70 �l �� ///' \�1 � i �%� � � 'r � � � � � SHEET NOTES O 4g14-3/4' TO LCP-1 Q2 1-2/C#i6SH-3/4" TO LCP-7 O3 25�14-1-1/4° TO LCP-1 4O (6)-2/C/16SH-1-1/4� TO LCP-1 05 2%14-3/a' TO LCP-1 Q6 DEADMAN SNATCH 1 AL W/2-2/Cq16SH AND 7O1" AL W/15//14 (TYP ALL METERING PUMPS) O$ 15i/14-1' TO LCP-1 �UPS-C-\4 � O `\ zO UPS-C-2 5 ORAGE � 1 � � � /2/0 TINNED CU. aao-ur-m �� I I 70 GND GR�D EMERGENCY $HOWER � I � / 9b-11T-02 / � ANC EYE WASY �ttP) �� I/ / _ � / --- LT LT � — � ) CAU51)C STORPGE � � I AND 1RANSFER SYSTEM � j�r � BOND TD BIDG D LC-6 � � � 57eE� (rn.) / � I � , I � SHEET NOTES i� � I O 2$14-3/4' TO FTC-CHEM � I I O �_y�Cb16SH-3/4' 70 Fll-CHEM I 1 I O3 (16),y14-7" TO FTC-CHEM � ' I O �4�'z�C$16SH-7' TO FTI-CHEM � i Ii I OS 3/4' EC TO UPS-C � No. � i I O6 3/4' EC TO F71-CHEM �q, � O7 (2)-S�/C#14-J' TO LCP-1 '!a' _ O � � �` L�14� I g�p�_�p�pR/165H-3" 70 LCP-1 I 1 O9 (3)-7-1/2'EC TO PB-1 � � Do (i)-i-i�z•EC ro ae-i � � I 1Q (2)-1"EC TO PB-16 � � 2,{14-3/4' TO LCP-t _-� I 2�f4-3/4" TO DEADMAN SNITCH � LOCATED IN RESPECiIVE CMEMICAL �� FEED ROOM, 120V SUPPLY � LC-15 �q��q�p�17 PENEmA7�p/ TNOUpI 00lIiNMRTIT C $TI WNL pt FLOON (lYP) 4j � N i'� � � � � o I z °' I � E I i � I GRAPHIC SCALE D I �' o i' 2' a' � ( IN FEET ) � -1 Np 3/BFCh � 1 (l. - LC-8 EMI CONSULTING SPECWLTIES, INC. �� veL urs-c v.: mAe em w.o. aeav.�a. nuao� x,» NATER TREATMENT PLANT N0. 2- CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXpANSION ��7 �'�` °�°` x A °"�`� N e �. �s rroTm aHnum xa: wrz w�w er: 30-0039-UT-D 12 10 12 RI.L iana, p3 NOTID a xa oesoEU er: aea� an auer no.: PROCESS AREA - POWER PLAN B �o�oe 1I MCH �e� .onoKO w� `�� j ` � caumcnox i nn.rm wu¢ a • um re a a° � °s a n a � � � S � � � � N O � N _ _ — — — � __ �_ — — _ — —. — — — _ _ — — — __ _ _ ______________ � � I (;t do C2 I I I � � I � LE-� i i P� / �TT �LL A/C UNIT /7 A/C UNIT �2 CU-1 CU-2 — — — — — SEE E17 O � � ✓ / � � / � / OO O LE-21 MDP� MDP2 \ \ � :'.`,' \ ❑ t (E-21 U PS # 1 � �+o ena J � •.j� O" AHU-2 2 �� } l , � + �r'V�✓�!'�'.V�V� sHnv wro PNL LE O — �� Q PNL l NTS-1 MiS-2 M15-3 PNL lE 30q 3P, MEbI. HELD LTG CONTRACTON, Np1A 1 WMO� (1YP. S PANELS) N/A ROApWAY LTG ROMWAY LTC PROCESS RM lTG i O'I� ATS � UPS-E-1 � 0 ' 1 �� O �O �O��O �O � � � � � _T_��_T_T_ 1 � 1 �� 1 � 1 � 1 —�—JL—�—�— � UPS-E-2 / � MDP� MCC 2 LE-21 MDP7 `' `� \ /�' VFD-HPP-01 I VFD-HPP-02 VFD-HPP-03 VFD-TP-OII '� � VFD-TP-02 VFD-TP-03 VFD-BW-01 VFD-BW-02 � � � UPS-E-3 � LCP-t II � O� � � � O� O � VFD-HSP-03 II VFD-HSP-02 a� � `) �w C17Y OP CIEAKIfATflt FIARIDA ENGII7EIIiQ7G DSPARTYENT � � S00 3. Yyrtle Ave. 7A�� Claerwatar. Fl 99768 i/j� � O 2 O % � � � °r r � O � � -HSP-011I VFD-CIP-01 � � Q Q AHU-3 r '.; y: ACTNE FI�TER #1 ACTIVE FILTER #2 �_21 N :.-t: SHEET NOTES Oj 4}14-3/4' TO �CP-7 Oq (4)-1" EC TO PB-1 O2 DATA TO LCP-1 (CAT6) O5 (3)-2' EC TO PB-7 O3 (2)-2" EC TO PB-1 WATER TREATMENT PLANT N0. 2— CONTRACT 4: REVERSE OSMOSIS PLANT SITE EXPANSION �E g� 1�0-0039- ELECTRICAL ROOM - POWER PLAN '�' iozooe ��an - � � � E � o 5 GRAPHIC SCALE z' o i' 7 a' ( w F[Ei ) i/2 tKh - t tt. EMI CONSULTING SPECIALTIES, INC. �)�2 FNER BFD MUD. GVh1N0. ftDPb� .11)]! � �. � ., '____ N A _.. _ N A wn. 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