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HomeMy WebLinkAboutAddendum 2ADDENDUM 5 Sullivan Brother Convention Center Kitchen Remodel City of Waterloo LETTING DATE November 7th,2019 PROJECT OWNER PROJECT# DATE ADDENDUM # 2 16021 11.1.2019 TO ALL HOLDERS OF DRAWINGS AND PROJECT MANUALS This addendum is issued to incorporate the following changes in the drawings and project manual. For bids to be considered, this addendum must be acknowledged by so indicating on the Form of Bid. Bidders shall make the following corrections or additions to the bidding documents. These items shall supersede, modify, and/or change all statements or drawings to the contrary in the drawings and project manual and shall take precedence over these documents. Bidders shall base their bid on the drawings and project manual and as modified by the changes herein stated. This addendum consist of (# of pages) Supplemental Drawings Project Manual Total PagesText8.5” x 11”Other 4 2 (36x24) 6 12 REVISIONS 1 Pre-Bid Meeting comments 1 Fence & Hydraulic box to be removed from dock and re-installed in same location. 2 Gas Equipment can be used, vent exhaust to outside. 3 There may be conduit with live wires in/below the slab, contractor responsible for any damage and repair if needed.__________________________________________________________ 2 Architectural Project Manual Changes Item Section Paragraph Text # 00 11 13 CLARIFICATION - Bid Bond amount is 5%.1 00 41 00 CLARIFICATION - Bid Form2 01 22 00 ADD SECTION - Unit Prices3 01 23 00 ADD SECTION - Alternates4 Drawing Changes Item #Sheet Detail Attachment Description of Change A0.00 Alternates1 Alternate #1 : Below grade sanitary sewer piping shall be stainless steel in lieu of PVC and copper piping for domestic water. Alternate #2: Below grade sanitary sewer piping shall be CPVC (Chemdrain) in lieu of PVC and copper piping for domestic water. Alternate #3: Above grade domestic water piping shall be PEX (in sticks) in lieu of copper. INVISION © 2019 INVISION Cody Mills 1 Ó 2019 INVISION 1 Cody Mills ADDENDUM PROJECT 5 Sullivan Brother Convention Center Kitchen Remodel PROJECT # 16021 OWNER City of Waterloo DATE 11.1.2019 LETTING DATE November 7th,2019 ADDENDUM # 2 TO ALL HOLDERS OF DRAWINGS AND PROJECT MANUALS This addendum is issued to incorporate the following changes in the drawings and project manual. For bids to be considered, this addendum must be acknowledged by so indicating on the Form of Bid. Bidders shall make the following corrections or additions to the bidding documents. These items shall supersede, modify, and/or change all statements or drawings to the contrary in the drawings and project manual and shall take precedence over these documents. Bidders shall base their bid on the drawings and project manual and as modified by the changes herein stated. This addendum consist of (# of pages) Text Supplemental Drawings Project Manual Total Pages 8.5” x 11” Other 4 - 2 (36x24) 6 12 REVISIONS 1 Pre-Bid Meeting comments 1 Fence & Hydraulic box to be removed from dock and re-installed in same location. 2 Gas Equipment can be used, vent exhaust to outside. 3 There may be conduit with live wires in/below the slab, contractor responsible for any damage and repair if needed. 2 Architectural Project Manual Changes Item # Section Paragraph Text 1 00 11 13 CLARIFICATION - Bid Bond amount is 5%. 2 00 41 00 CLARIFICATION – Bid Form 3 01 22 00 ADD SECTION – Unit Prices 4 01 23 00 ADD SECTION – Alternates Drawing Changes Item # Sheet Detail Attachment Description of Change 1 A0.00 Alternates Alternate #1: Below grade sanitary sewer piping shall be stainless steel in lieu of PVC and copper piping for domestic water. Alternate #2: Below grade sanitary sewer piping shall be CPVC (Chemdrain) in lieu of PVC and copper piping for domestic water. Alternate #3: Above grade domestic water piping shall be PEX (in sticks) in lieu of copper. 3 Plumbing Project Manual Changes SEE ATTACHED MODUS ADDENDUM/DRAWINGS. Drawing Changes SEE ATTACHED MODUS ADDENDUM/DRAWINGS. 4 Substitution Requests Sheet/ Detail/ Item # Section Paragraph Attachment Description of Change APPROVED SUBSTITUTION -Tennant: Eco-1 09 67 00 Crete SF 2 09 67 00 APPROVED SUBSTITUTION - Tnemec: StrataShield - Ultra-Tread S - Series 245/246 End of Addendum Submitted By r Cody Mills, Assoc. AIA INVISION © 2019 INVISION Cody Mills 2 Ó 2019 INVISION 2 Cody Mills 3 Plumbing Project Manual Changes SEE ATTACHED MODUS ADDENDUM/DRAWINGS. Drawing Changes SEE ATTACHED MODUS ADDENDUM/DRAWINGS. 4 Substitution Requests Item # Sheet/ Section Detail/ Paragraph Attachment Description of Change 1 09 67 00 APPROVED SUBSTITUTION -Tennant: Eco- Crete SF 2 09 67 00 APPROVED SUBSTITUTION - Tnemec: StrataShield – Ultra-Tread S - Series 245/246 End of Addendum Submitted By Cody Mills, Assoc. AIA The undersigned, being a Corporation existing under the laws of the State of the following partners: _______________________________________________ , having familiarized (himself) (themselves) (itself) with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by INVISION and now on file in the office of the City Clerk, City Hall, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete this Five Sullivan Brothers Convention Center Kitchen Plumbing Improvements, all in accordance with the above-listed documents and for the bid and alternates. ______________________________________dollars ), in lawful money of the United States of America. We have included the required security deposit as required by the Instruction to Bidders. ($. Alternate No. 1: Stainless steel below grade sanitary sewer piping. ADD_________________________________________________________ Five Sullivan Brothers CC Kitchen Plmb Improvements 00 41 00 City of Waterloo FORM OF BID OR PROPOSAL INVISION #16021 1 of 2 FORM OF BID OR PROPOSAL FIVE SULLIVAN BROTHERS CONVENTION CENTER KITCHEN PLUMBING IMPROVEMENTS CITY OF WATERLOO, IOWA Honorable Mayor and City Council Waterloo, Iowa 1. The undersigned, being a Corporation existing under the laws of the State of ____, a Partnership consisting of the following partners: , having familiarized (himself) (themselves) (itself) with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by INVISION and now on file in the office of the City Clerk, City Hall, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete this Five Sullivan Brothers Convention Center Kitchen Plumbing Improvements, all in accordance with the above-listed documents and for the bid and alternates. BASE BID a) Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by INVISION for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Base Bid listed in this bid form of: b) _________________________________________________________ _________________________________________________________ dollars ($______________________), in lawful money of the United States of America. c) We have included the required security deposit as required by the Instruction to Bidders. CONTRACT TIME a) Complete the Work by January 15th, 2020 or earlier. UNIT PRICES – SEE SECTION 01 22 00 a) The Owner has requested Unit Pricing for specific portions of the Work as listed. Unit prices shall be total cost to Owner, per unit of Work, including indirect costs and overhead and profit. b) Bidder, in submitting his bid proposal, shall include Unit Pricing for the following items: ITEM DESCRIPTION UNIT PRICE UNIT OF MEASURE 1. Excavation of uninterrupted rock materials (i.e. limestone or bedrock) $ _______________ Per cubic yard (CY) ALTERNATES- SEE SECTION 01 23 00 a) Alternate No. 1: Stainless steel below grade sanitary sewer piping. ADD_________________________________________________________ dollars ($______________________), in lawful money of the United States of America. b) Alternate No. 2: CPVC (Chemdrain) below grade sanitary sewer piping. ADD_________________________________________________________ dollars ($______________________), in lawful money of the United States of America. c) Alternate No. 3: PEX piping (in sticks) for above grade domestic water. DEDUCT_________________________________________________________ dollars ($______________________), in lawful money of the United States of America. ) in the form of____________________________________________ , is submitted herewith in accordance with the INSTRUCTIONS TO The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s) to be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids on this Project are due along with the Non-Collusion Affidavits of Ajj Subcontractor(s). Five Sullivan Brothers CC Kitchen Plmb Improvements 00 41 00 City of Waterloo FORM OF BID OR PROPOSAL INVISION #16021 2 of 2 2. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to the Contactor. 3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa, to reject any or all bids. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the opening thereof, or at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten (10) days after the agreement is presented to him for signature, and start work within ten (10) days after "Notice to Proceed" is issued. 4. Security in the sum of Dollars ($ ) in the form of , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. 5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. 6. Attached hereto is a Resident Bidder Certification. 7. The bidder is prepared to submit a financial and experience statement upon request. 8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10) days of notification that the bid submitted is lowest and acceptable. 9. The bidder has received the following Addendum or Addenda: Addendum No. Date 10. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s) to be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s). The Contractor shall submit information on subcontractors on “SUBCONTRACTOR REQUEST AND APPROVAL” Form to be provided by City prior to approval of contract. The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: a) The City of Waterloo does not approve the subcontractors. b) The subcontractors submit in writing that they cannot fulfill their subcontracts. 11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 12. The bidder has attached all applicable forms. (Name of Bidder) (Date) BY: Title: Official Address: (Including Zip Code): I.R.S. No. Five Sullivan Brothers CC Kitchen Plmb Improvements 01 22 00 City of Waterloo UNIT PRICES INVISION #16021 1 of 2 SECTION 01 22 00 UNIT PRICES PART 1 GENERAL 1.01 SECTION INCLUDES A. List of unit prices, for use in preparing Bids. B. Measurement and payment criteria applicable to Work performed under a unit price payment method. 1.02 RELATED REQUIREMENTS A. Document 00 21 13 - Instructions to Bidders: Instructions for preparation of pricing for Unit Prices. B. Section 01 20 00 - Price and Payment Procedures: Additional payment and modification procedures. 1.03 DEFINITIONS A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased. 1.04 COSTS INCLUDED A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. 1.05 UNIT QUANTITIES SPECIFIED A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements of actual Work will determine the payment amount. 1.06 MEASUREMENT OF QUANTITIES A. A registered engineer, surveyor, or inspections agency, selected and paid for by the Owner and approved by the Architect, shall provide cross sections and quantity calculations for determining the actual amount of material excavated; as applicable for unit price. 1. Cross sections shall be taken as necessary to obtain accurate quantities. B. Assist by providing necessary equipment, workers, and survey personnel as required. 1.07 PAYMENT A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Design Professional, multiplied by the unit price. B. Payment will not be made for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable. 2. Products determined as unacceptable before or after placement. 3. Products not completely unloaded from the transporting vehicle. 4. Products placed beyond the lines and levels of the required Work. 5. Products remaining on hand after completion of the Work. 6. Loading, hauling, and disposing of rejected Products. 1.08 SCHEDULE OF UNIT PRICES A. Unit Price No. 01: Excavation of uninterrupted rock materials (i.e. limestone or bedrock). Trenching is required for mechanical, electrical, plumbing pipping and components below concrete slabs on grade. Provide pricing per cubic foot for trenching and removal of uninterrupted rock materials. (Excavation of granular and/or cohesive fill materials is to be included in Base Bid pricing and is not applicable to the intent of this unit pricing) PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION THIS PAGE IS INTENTIONALLY LEFT BLANK Five Sullivan Brothers CC Kitchen Plmb Improvements 01 22 00 City of Waterloo UNIT PRICES INVISION #16021 2 of 2 THIS PAGE IS INTENTIONALLY LEFT BLANK SECTION 01 23 00 ALTERNATES PART 1 GENERAL 1.01 SECTION INCLUDES A. Description of Alternates. B. Procedures for pricing Alternates. C. Documentation of changes to Contract Sum and Contract Time. 1.02 RELATED REQUIREMENTS A. Document 00 21 13 - Instructions to Bidders. Instructions for preparation of pricing for Alternates. B. Document 00 52 00 - Agreement Form. Incorporating monetary value of accepted Alternates. 1.03 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate. 1.04 SCHEDULE OF ALTERNATES Alternate #1. Stainless steel below grade sanitary sewer piping. Base Bid. Provide PVC below grade sanitary sewer piping. Alternate Item. Provide stainless steel below grade sanitary sewer piping. Alternate #2. CPVC (Chemdrain) below grade sanitary sewer piping. Base Bid. Provide PVC below grade sanitary sewer piping. Alternate Item. Provide CPVC (Chemdrain) below grade sanitary sewer piping. Alternate #3. PEX piping (in sticks) for above grade domestic water. Base Bid. Provide copper piping for domestic water. Alternate Item. Provide PEX piping (in sticks) for domestic water piping. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Five Sullivan Brothers CC Kitchen Plmb Improvements City of Waterloo INVISION #16021 01 23 00 ALTERNATES 1 of 2 THIS PAGE IS INTENTIONALLY LEFT BLANK Five Sullivan Brothers CC Kitchen Plmb Improvements 01 23 00 City of Waterloo ALTERNATES INVISION #16021 2 of 2 THIS PAGE IS INTENTIONALLY LEFT BLANK m u u u o m o n i i q Addendum #2 Five Sullivan Brothers CC Kitchen Plumbing Improvements 19-085 October 31, 2019Project Number:Project: Date: This addendum has been issued to modify and/or interpret the bidding documents, including the drawings and specifications. Unless othenvise instructed. The information contained on the addendum shall take precedence over anything contrary on the original bidding documents and shall be hereinafter considered as a party of the bidding documents. TvTrx-f-o General 1. CLARIFY. The general contractor is responsible for removing the existing owner's kitchen equipment. The general contractor is required to have a licensed electrician to disconnect any hardwired equipment. All equipment removal utilizing a standard cord and plug can be removed without the need for an electrician. 2. CLARIFY. The alternates for different sanitary sewer piping only apply to the underground piping. All above grade sanitary shall be PVC. Specifications Section 22 1116 - Domestic Plumbing Piping 1. REVISE 2.03.B Cross-Linked Polyethylene (PEX) - Alternate #3 Plans Sheet PD101 - Plumbing Demolition Plan 1. ADD Demo General Note L to read "COORDINATE REMOVAL OF SANITARY PIPING WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH." 2. REVISE vent and sanitary piping demolition. See sheet PD101R1. Sheet P101 - Plumbing New Work Plan 1. ADD General Note P to read "COORDINATE INSTALLATION OF SANITARY PIPING WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH." 2. ADD Referenced Note 13 in Kitchen Preparation 013 and Kitchen Wash Area 012 to read "ANY EXPOSED PIPING IN KITCHEN PREPARATION 013 AND/OR KITCHEN WASH AREA 012 SHALL HAVE A STAINLESS-STEEL SHROUD." 3. REVISE vent and sanitary new work piping. See sheet P101R1. 4. ADD referenced note 14 near grease interceptor GI-1 to read, "CONTRACTOR SHALL ANCHOR GREASE INTERCEPTOR ACCORDING TO MANUFACTURE INSTALLATION INSTRUCTIONS." Attachments Sheet PD101R1 - Plumbing Demolition Plan... (36 x 24) Sheet P101R1 - Plumbing New Work Plan... (36 x 24) Total pages... 2 Page 1 of 2 DES MOINES IOWA CITY WATERLOO 214 EAST 4TH ST. WATERLOO, IOWA 50703 TEL 3 I 9.235.0650 m 130 EAST 3RD ST. STE. 300 DES MOINES, IOWA 50309 TEL 5 I 5.25 I .7280 I I 8 EAST COLLEGE ST. STE. 200 iowa crry, iowa 52240 TEL 3 I 9.248.4600 WWW. MODUS-ENG .COMKA Page 1 of 2 Addendum #2 Note Five Sullivan Brothers Project: CC Kitchen Plumbing Improvements Project Number: 19-085 Date: October 31, 2019 This addendum has been issued to modify and/or interpret the bidding documents, including the drawings and specifications. Unless otherwise instructed. The information contained on the addendum shall take precedence over anything contrary on the original bidding documents and shall be hereinafter considered as a party of the bidding documents. General 1. CLARIFY. The general contractor is responsible for removing the existing owner’s kitchen equipment. The general contractor is required to have a licensed electrician to disconnect any hardwired equipment. All equipment removal utilizing a standard cord and plug can be removed without the need for an electrician. 2. CLARIFY. The alternates for different sanitary sewer piping only apply to the underground piping. All above grade sanitary shall be PVC. Specifications Section 22 11 16 – Domestic Plumbing Piping 1. REVISE 2.03.B Cross-Linked Polyethylene (PEX) – Alternate #3 Plans Sheet PD101 – Plumbing Demolition Plan 1. ADD Demo General Note L to read “COORDINATE REMOVAL OF SANITARY PIPING WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH.” 2. REVISE vent and sanitary piping demolition. See sheet PD101R1. Sheet P101 – Plumbing New Work Plan 1. ADD General Note P to read “COORDINATE INSTALLATION OF SANITARY PIPING WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH.” 2. ADD Referenced Note 13 in Kitchen Preparation 013 and Kitchen Wash Area 012 to read “ANY EXPOSED PIPING IN KITCHEN PREPARATION 013 AND/OR KITCHEN WASH AREA 012 SHALL HAVE A STAINLESS-STEEL SHROUD.” 3. REVISE vent and sanitary new work piping. See sheet P101R1. 4. ADD referenced note 14 near grease interceptor GI-1 to read, “CONTRACTOR SHALL ANCHOR GREASE INTERCEPTOR ACCORDING TO MANUFACTUR’S INSTALLATION INSTRUCTIONS.” Attachments Sheet PD101R1 – Plumbing Demolition Plan… (36 x 24) Sheet P101R1 – Plumbing New Work Plan… (36 x 24) Total pages… 2 m u u u o m o n i i q Addendum #2 Page 2 of 2 DES MOINES IOWA CITY WATERLOO 214 EAST 4TH ST. WATERLOO, IOWA 50703 TEL 3 I 9.235.0650 m 130 EAST 3RD ST. STE. 300 DES MOINES, IOWA 50309 TEL 5 I 5.25 I .7280 I I 8 EAST COLLEGE ST. STE. 200 iowa crry, iowa 52240 TEL 3 I 9.248.4600 WWW. MODUS-ENG .COMM Page 2 of 2 Addendum #2 PROJECT NO: 16021 DATE: 10.11.2019 SHEET SET: BID DOCUMENTS SHEET NAME: PLUMBING DEMOLITION PLAN SHEET: PD101R1 Copyright (7) 2316 IN VISION PLANNING | ARCHITECTURE | INTERIORS 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: iyi n n 1 §§ s WATERLOO ! DES MOINES ! IOWA CITY 0 C*OT COLLCOC I*TE‘\r»~ '/• /'•' E P . i 3 . iov;-JÉ.S MO!Ni? iO'.VA V- A *: 4 0 4-1 j o o REVISIONS: Description ADD #2 Date No. 10/31/2019 1 OWNER SIGN-OFF: DATE NAME 11111111DEMO REFERENCED NOTES: 0 11DEMO GENERAL NOTES:1111l.DISCONNECT DOMESTIC WATER SERVING DISHWASHER. DISHWASHER IS A RENTED PIECE OF EQUIPMENT. COORDINATE REMOVAL AND/OR MOVING THE DISHWASHER WITH THE OWNER. 1A.DEMOLITION DRAWINGS ARE BASED ON EXISTING AVAILABLE DRAWINGS AND CASUAL FIELD OBSERVATION. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL FIELD VERIFY THE SITE AND INCLUDE ALL REQUIRED DEMOLITION IN THE BID. 111111112.DISASSEMBLE EXISTING KITCHEN HOOD SHROUD AS NECESSARY IN ORDER TO REMOVE FLOOR DRAIN. 111B.ALL REQUIRED DEMOLITION IS NOT INDICATED. IT IS THE INTENT OF THESE DOCUMENTS THAT ALL MECHANICAL AND ELECTRICAL SYSTEMS (NOT TO BE REUSED OR EXTENDED) BE REMOVED. COORDINATE WITH ARCHITECTURAL DRAWINGS. 11113.REMOVE EXISTING DOMESTIC HOT AND COLD WATER RISERS BACK TO BALL VALVES ABOVE CEILING. PREPARE FOR NEW CONNECTION. 11111114.REMOVE ALL UNDERFLOOR PIPING IN THIS AREA. CUT AND PATCH WALLS AND FLOOR AS NECESSARY FOR REMOVAL OF PIPING. COORDINATE DEMOLITION TO AVOID EXISTING UNDERFLOOR CONDUIT, WIRE MESH, AND REBAR. 1C.REFER TO SPECIFICATIONS AND OTHER SHEETS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 111111D.REMOVE ALL ELECTRICAL CONNECTIONS, WIRING, AND CONDUIT SERVING ALL PLUMBING EQUIPMENT TO BE REMOVED. 11115.REMOVE PIPING BACK TO THIS POINT AND CAP. CONTRACTOR SHALL VERIFY PIPING BEYOND IS NOT IN USE. 111E.MAINTAIN FIRE RATINGS OF AFFECTED WALLS AND FLOORS.11116.REMOVE PIPING BACK TO THIS POINT AND PREPARE FOR NEW CONNECTION. 1F.EXISTING PLUMBING SYSTEMS LOCATED IN WALLS AND CHASES NOT BEING REMOVED OR REUSED FOR NEW SYSTEMS MAY BE ABANDONED IN PLACE. CAP AT MAINS OR IN A CONCEALED LOCATION IF REQUIRED. 1111117.REMOVE PIPING BACK TO SINK. PREPARE FOR NEW CONNECTION.111G.REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS ON FLOOR CUTTING AND CEILING REMOVAL. CONTRACTOR SHALL COORDINATE WORK TO BE CONSISTENT WITH SCOPE OF GENERAL CONTRACTOR'S DEMOLITION. 18.REMOVE PIPING BACK TO WALL AND CAP. PATCH FLOOR AND WALL TO MATCH EXISTING. 11111119.REMOVE TRENCH DRAIN. MAINTAIN OPENING FOR NEW CONNECTION.1H.ALL EXTERIOR FREE-STANDING PLUMBING DEVICES SHALL BE REMOVED UNDER BASE BID UNLESS OTHERWISE NOTED. PATCH OPENING TO MATCH SURROUNDING SURFACES. 11110.COORDINATE SANITARY SEWER REMOVAL REQUIRED OUTSIDE OF KITCHEN WITH THE OWNER PRIOR TO PERFORMING WORK. 111111I.EXISTING SANITARY SEWER MAIN DEPTH IS APPROXIMATELY 6FT DEEP. EXISTING SANITARY SEWER BRANCH LINES ARE APPROXIMATELY 3FT DEEP.1111111J.EXISTING UNDERFLOOR CONDITIONS WERE TAKEN FROM EXISTING PLANS AND MAY NOT REFLECT EXACT SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL CONCRETE REMOVAL AS REQUIRED TO REMOVE SANITARY SEWER PIPING. 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EQUIP. ROOM 019 1Fss1ELEVATOR^36 1I1■ •2 1IELEVATOR1ELEV. EQUIP. ROOM 019 EX 4" SS 2 1I120ER 4" FD ER 2" SS Dl 1360*I 1----------1 ER 3" V DN EX 3" V UP—*HS- 12I11ER 4" FD ; ir —-0*J r* ER 3" V UP—, x '0k EX 3" SS EX CO 1fJ11cA1ER CO EX 2" SSri.A 1ER 2" SS UP 1sIER CO ER 2" V DN 1ER 2" V UP 111111111111NN111UNDERFLOOR PLUMBING DEMOLITION PLAN ABOVE FLOOR PLUMBING DEMOLITION PLAN 11111/8"= T-01 1/8"= T-0"111111111111111111119-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT 20 0 W 4T H ST , WA T E R L O O , IA 50 7 0 1 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L Ow n e r PROJECT NO: 16021 DATE: 10.11.2019 SHEET SET: BID DOCUMENTS SHEET NAME: PLUMBING NEW WORK PLAN SHEET: P101R1 Copyright (C) 2016 INVISION PLANNING | ARCHITECTURE | INTERIORS 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: m u u m n n i i WATERLOO | DES MOINES I IOWA CITY 30 EAST 3RD ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY, IOWA (319)235-0650 <515)251-7280 (319)248-4600 2 I 4 EAST 4TH ST,8 EAST COLLEGE ST. REVISIONS: Description Date No. ADD #2 10/31/2019 1 OWNER SIGN-OFF: DATE NAME REFERENCED NOTES: <#)GENERAL NOTES: PLUMBING FIXTURE SCHEDULE INSTALL NEW FLOOR DRAIN IN APPROXIMATE LOCATION OF REMOVED FLOOR DRAIN. 1.INSTALLATION PLANS ARE SCHEMATIC IN NATURE. CONTRACTOR TO VERIFY PLACEMENT OF NEW EQUIPMENT/FIXTURES PRIOR TO INSTALLATION. A. UNIT TYPE MANUFACTURER MODEL MATERIAL COLOR ADA FIXTURE DESCRIPTION MISCELLANEOUS 2.INSTALL NEW TRENCH DRAIN. COORDINATE WITH EXISTING EQUIPMENT LAYOUT AND OWNER FOR EXACT LOCATION. TRENCH DRAIN SERVES OR MAY SERVE TIPPING KETTLE. VERIFY TIPPING DRAINAGE FLOW DISTANCES PRIOR TO ROUGH-IN. FLOOR DRAIN WATTS FD-1100-A EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, STAINLESS STEEL STRAINER, NO HUB OUTLET._________ PROVIDE WITH MEMBRANE CLAMPFD-1 MAINTAIN SERVICE CLEARANCE AROUND ALL MECHANICAL EQUIPMENT AND ABOVE ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPING IN CLEARANCE SPACE. B. FS-1 FLOOR SINK WATTS FS-790 12" SQUARE FLOOR SINK, 8" DEEP, TYPE 304 STAINLESS STEEL CONSTRUCTION. LOOSE SET CAST STAINLESS ____________________________STELL GRATE, DOME BOTTOM STRAINER, NO HUB OUTLET.____________________________ PROVIDE WITH MEMBRANE CLAMP C.COORDINATE PIPING LAYOUT AND ELEVATIONS WITH FOOTINGS, FLOW LINES, LOCAL PLUMBING CODE AND THE SPECIFICATIONS. TRENCH DRAIN EAGLE ASFT-2436-SG-ADA STAINLESS STEEL YES 36"x24" ANTI-SPLASH FLOOR TROUGH WITH TYPE 304 STAINLESS STEEL GRATE.4" DIAMETER DRAINTD-1 3.ROUTE SANITARY PIPING FROM EXISTING DISPOSAL INTO SANITARY SEWER SYSTEM. VERIFY ALL SITE CONDITIONS PRIOR TO START OF WORK.D. ROUTE EXISTING SINK DRAIN TO NEW FLOOR DRAIN UNDER EXISTING SINK. 4. COORDINATE ALL PLUMBING AND PIPING ROUTING WITH BUILDING STRUCTURE AND OTHER TRADES PRIOR TO INSTALLATION TO ALLOW FOR PROPER CLEARANCES AND FLOW REQUIREMENTS. E. COORDINATE SANITARY PIPING INSTALLATION WITH EXISTING PIPING ELEVATIONS. 5. ADS CORRUGATED PIPE.GREASE INTERCEPTOR SCHEDULE DIRECT CONNECT LID. H-20 LOAD RATED LID. COORDINATE ALL VENTS THROUGH ROOF WITH STRUCTURAL DRAWINGS AND MAINTAIN 10FT REQUIRED DISTANCE FROM MECHANICAL EQUIPMENT INTAKES. OFFSET PIPING AS NECESSARY. F.REINFORCE CONCRETE PAVING ABOVE GREASE INTERCEPTOR. 6.INSTALL NEW GREASE INTERCEPTOR. COORDINATE EXACT LOCATION WITH DESIGN TEAM.FLOW RATE (GPM) GREASE CAPACITY (LBS) LIQUID HOLDING CAPACITY (GAL)UNIT TAG MANUFACTURER MODEL C.O.c.o.C.O.c.o. 1 INSTALL NEW DOMESTIC WATER LINES TO SERVE EXISTING EQUIPMENT PREVIOUSLY SERVED FROM UNDERFLOOR. 7.G.COORDINATE ALL EXPOSED PIPE ROUTING WITH DESIGN TEAM PRIOR TO ROUGH-IN. SPECIFIC RACKING REQUIREMENTS MAY BE REQUIRED. GI-1 SUPER-MAX 1250 250 4,983 1250MIFAB 7 24" 24" 8.CONNECT NEW DOMESTIC WATER TO EXISTING DISHWASHER.COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT AND RESPECTIVE TRADES PRIOR TO ROUGH-IN. H. »4" VENT Co 9.COORDINATE INSTALLATION OF DOMESTIC WATER PIPING DROPS WITH ARCHITECTURAL PLAN.±M COORDINATE STORM AND SANITARY SEWER CONNECTIONS WITH STRUCTURAL DRAWINGS TO MAINTAIN REQUIRED SLOPING AND PROPER ELEVATIONS. I. [Hr lit; -n 5 10.COORDINATE PIPING IN THIS AREA WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH. STATIC WATER LINE6II I 1£T__4» KITCHEN SAN. SEWER SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR FIXTURE CONNECTION SIZES. J. INSTALLAT LEAST 10' OF STAINLESS STEEL PIPING BEFORE TRANSITIONING TO PVC. 11. FIELD VERIFY ALL NEW AND EXISTING PIPE ROUTING WITH EXISTING CONDITIONS PRIOR TO ROUGH-IN. MAKE NECESSARY OFFSETS AS REQUIRED. K. 12.INSTALL DOMESTIC WATER PIPING IN EXISTING WALL. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION OF WALLS. 4"4"4" COORDINATE ALL WALL CLEANOUT LOCATIONS WITH DESIGN TEAM PRIOR TO ROUGH-IN. COORDINATE ALL FLOOR CLEANOUT LOCATIONS BEING INSTALLED IN TILE, TERRAZZO OR OTHER SPECIALTY FLOOR AREAS WITH DESIGN TEAM PRIOR TO ROUGH-IN. L. HDPE, 1250 GAL GREASE INTERCEPTOR. (BASED ON MIFAB)Fm Fm Fm(o y y y EXISTING SANITARY SEWER MAIN DEPTH IS APPROXIMATELY 6FT DEEP. EXISTING SANITARY SEWER BRANCH LINES ARE APPROXIMATELY 3FT DEEP. M. N.EXISTING UNDERFLOOR CONDITIONS WERE TAKEN FROM EXISTING PLANS AND MAY NOT REFLECT EXACT SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL CONCRETE REMOVAL AS REQUIRED TO REMOVE SANITARY SEWER PIPING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION REGARDING FLOOR CUTTING AND PATCHING. GREASE INTERCEPTOR SECTION VIEW DETAIL No Scale o.COORDINATE ALL DRAIN LOCATIONS WITH EXISTING AND NEW OWNER KITCHEN EQUIPMENT PRIOR TO ROUGH-IN. EX 2-1/2"V I I I I I I X0 STORAGE 006 2" VSTORAGE 006 STORAGE 01023OFFICE 00923 27 263" V DNI <' H--4" SS 7 WOMEN 008_ COj I 3" V MEN 007 WOMEN 008 STORAGE 010-ah OFFICE 009 252425273" V UP 26 WALK - IN REGRIG./ FREEZER MEN 0073" V DN ♦:WALK - IN REGRIG./ FREEZER 24 21-3" V 21GI-1 GI-12" V UP<2 In o ©r Ol.o 2" V1 <> IkEX 6" SS 3" V-<>J L-4" SS^|IC0SAMPLE PORT-4" Ss7 ?EX 3" VILr©ICO 4-SS-CO < k EX 1-1/4" V DNIÔÂ-iCO '- - EX LEX 4" C rV—-e I © 00r EX L e2" V DN KITCHEN PREPARATION2" V UP EX 2-1/2" VJ4" SS 3" SS14" SS 013 2" V DN '3272" v-^3> V EX 6" SS-O I -1-1/4)’ V UP 1-1/2" V DNKITCHEN WASH AREA 012© '■ 4" FD-M » kREMOTE CLEANOUT KITCHEN WASH AREA 012 4" FD-1 „©231©4" SS LOADING DOCK314" FS-1 4" FS-1TRASH OilLOADING |D >ÇK l_29TRASH Oil 1 EX 2" V3029X2302" V , JÎ:i EXSI I I (îô)EX 4" SS I 0 r2V 1-1/2" V DN4" SSpH 'An1-1/2" V UP 0EX BILGE PUMP ; A/;i At EX 4" SS-<*<j7>4" FD-1\EX DISHWASHER4" SS 4" FD-.AFEX 4" DNT"1T KT PREPAI N f r ■3" v-o 1-1/2" V DN2" V DN*“VT/013 Ie1rr 2"C)I 0/wroN/w EX 1-1/2" vm 2" V DN /32 4" FS-1JEX 4" V UP EX 4" SS 2" V UP11 II - EX 4" V<s>Tk /4" FD-1 /4" FD-1- -4" RM-----------I411 12 I nTr /3/4" HW/CW DNl ebLI I EX 1-1/2" VEX L 0EX LrT 0■©/\/)©4 EX 2" V L J4" FS-1 <0J 2"I EX 1" HW 1/2" HW2 mM—-y 12r4" FD-IEX 4" SS /1-1/2" V DN77 /->KD EX 3"VUP+, J 1 mê s —rtf jCT-vjj * >-3/4” nZ 1 — 4” SS -2" VUP FI” SS I L //3/4” CW ©11 F©I DN 01 014" FD-1IL7-3" V DN J -3/4" CWfHW DNM&1 EX 2" V DN“I r 2" V DN I EX 2" V ,ET© :_J 4"E 1-1/2" V DNEX SEWAGE PUMP I//I \V l_J©./3/4" CW/HW DN1/2" HW 0/2 3" V UP 2< >-4" SS CO 1 y 3/4" HW0 1-1/2" V DN/I/EX 2" CW/HW4" SS 1-1/4" HW DN 3/4" CW DN-- ©©> 4" FS-1 II I 1I £//i_r 4■©- -4" FD-1-,4" FD-1TIEX 3/4" HW— EX 1-1/4" CW/HW—j- 00:»£«r©1 EX 4" SS©EX 2" VA71" CW/HW4" FD-1 4" FD-1TNtd-i—X TTD-11" CW>II I /0/2" V UP Ji11 JLI/" - J EX 3" SS—rS®1-1/2" CW/HW 3/4" HW 1-1/2" V DN 1-1/2" V DN -1-1/2" V DN /nSS J 04" FD-1/EX 3" SS 00©0 4" FD-1I§ EXS /EX HOOD /;/mCO----------I i .00 iffl 4" FD-1 ©-n 4" FD-1 •=rr.TTTT T7TIp1 rLP3" SS UP 3" SS DN-•—O'. -3" SS^ &EXS EXS 1 II 2( 3" SS DN 2" V DNJILLLLllllliJ EX 4" SS-<* , L1111T7J 24" ss ajp 4" SS DNJANITOR 020 4" SS-© 37 I 22■G ’. EQUIP. ROOM 019 ELEVATOR 2______I3620 23" V DN EX 3" V UP 4" FD-1 4" FD-113" SS UP ’3"" SSn «3” SS DN,_l©T F\©C0o 1-1/2” VI _____f X2 1-1/2” V DN N N UNDERFLOOR PLUMBING PLAN ABOVE FLOOR PLUMBING PLAN 1/8"= 1'-0"1/8"= 1'-0" 19-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT 20 0 W 4T H ST , WA T E R L O O , IA 50 7 0 1 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L Ow n e r UP UP EX BILGE PUMP EX SEWAGE PUMP EX 6" SS 3" SS UP 4" SS UP 3" SS UP 3" V UP GI-1 EX S 4" FD-1 EX L 4" FD-1 4" FD-1 4" FS-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FS-14" FD-1 4" FD-1 4" FS-1 4" FS-1 TD-1 2" V UP EX 6" SS EX 4" CO CO CO CO CO CO CO 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 TD-1 6 5 EX L EX S EX 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS EX 4" SS 4" SS 3" SS 2" V 4" SS 3" SS 3" SS 3" SS 4" SS 4" SS4" SS 4" SS 1-1/4" V UP 2" V UP 3" V UP 2" V UP 2" V 2" V UP 2" V REMOTE CLEANOUT 4" SS 10 10 10 10 10 11 11 11 CO CO CO 2" V UP 2" V 2" V 3" V SAMPLE PORT 1-1/2" V UP EX 4" SS EX 4" SS 3" V KITCHEN PREPARATION 013 32 KITCHEN WASH AREA 012 31 TRASH 011 30 STORAGE 006 23 MEN 007 24 WOMEN 008 25 OFFICE 009 26 STORAGE 010 27 WALK - IN REGRIG./ FREEZER 21 JANITOR 020 37 ELEVATOR 20 ELEV. EQUIP. ROOM 019 36 LOADING DOCK 29 3" SS UP 2 2 2 2 2 2 2 3" SS DN 4" SS DN 3" SS DN 3" V DN2" V DN 3" V DN EX 3" V UP EX 2" V EX 1-1/2" V 2" V DN EX 1-1/2" V DN EX 2" V DN EX 3" V UP EX 3/4" HW EX 1-1/4" CW/HW EX 1" HW EX 2" CW/HW EX 3" SS EX 3" SS EX 2" V EX 4" SS EX 4" SS EX 2-1/2" V KITCHEN PREPARATION 013 32 WALK - IN REGRIG./ FREEZER 21 STORAGE 010 27OFFICE 009 26WOMEN 008 25 MEN 007 24 STORAGE 006 23 KITCHEN WASH AREA 012 31 TRASH 011 30 LOADING DOCK 29 1-1/4" HW DN 3/4" CW DN 3/4" HW/CW DN 3/4" CW/HW 3/4" CW/HW DN 3/4" HW 3/4" CW 1" CW 1" CW/HW 1-1/2" CW/HW 3/4" HW 3/4" CW/HW 1/2" HW 1/2" HW 4" FD-1 4" FD-1 4" FD-1 4" FS-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FS-1 4" FD-1 4" FD-1 4" FS-1 4" FS-1 TD-1 TD-1 2" V DN 2" V 3 4 6 GI-1 8 79 9 9 12 12 3" V DN EX 4" V UP EX 4" DN 3" V 3" V EX 4" V EX L EX L 3/4" CW/HW DN 3/4" CW DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN EX 1-1/4" V DN 2" V DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN EX DISHWASHER EX HOOD EX 2" V 2" V DN EX 2-1/2" V EX 2" V EX 3" V 1-1/2" V 1-1/2" V DN 3" V DN EX S EX S 1-1/2" V DN 3" SS DN 2" V DN 2 2 2 2 2 2 2 2 2 2 2 GENERAL NOTES: A. INSTALLATION PLANS ARE SCHEMATIC IN NATURE. CONTRACTOR TO VERIFY PLACEMENT OF NEW EQUIPMENT/FIXTURES PRIOR TO INSTALLATION. B. MAINTAIN SERVICE CLEARANCE AROUND ALL MECHANICAL EQUIPMENT AND ABOVE ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPING IN CLEARANCE SPACE. C. COORDINATE PIPING LAYOUT AND ELEVATIONS WITH FOOTINGS, FLOW LINES, LOCAL PLUMBING CODE AND THE SPECIFICATIONS. D. VERIFY ALL SITE CONDITIONS PRIOR TO START OF WORK. E. COORDINATE ALL PLUMBING AND PIPING ROUTING WITH BUILDING STRUCTURE AND OTHER TRADES PRIOR TO INSTALLATION TO ALLOW FOR PROPER CLEARANCES AND FLOW REQUIREMENTS. F. COORDINATE ALL VENTS THROUGH ROOF WITH STRUCTURAL DRAWINGS AND MAINTAIN 10FT REQUIRED DISTANCE FROM MECHANICAL EQUIPMENT INTAKES. OFFSET PIPING AS NECESSARY. G. COORDINATE ALL EXPOSED PIPE ROUTING WITH DESIGN TEAM PRIOR TO ROUGH-IN. SPECIFIC RACKING REQUIREMENTS MAY BE REQUIRED. H. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT AND RESPECTIVE TRADES PRIOR TO ROUGH-IN. I. COORDINATE STORM AND SANITARY SEWER CONNECTIONS WITH STRUCTURAL DRAWINGS TO MAINTAIN REQUIRED SLOPING AND PROPER ELEVATIONS. J. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR FIXTURE CONNECTION SIZES. K. FIELD VERIFY ALL NEW AND EXISTING PIPE ROUTING WITH EXISTING CONDITIONS PRIOR TO ROUGH-IN. MAKE NECESSARY OFFSETS AS REQUIRED. L. COORDINATE ALL WALL CLEANOUT LOCATIONS WITH DESIGN TEAM PRIOR TO ROUGH-IN. COORDINATE ALL FLOOR CLEANOUT LOCATIONS BEING INSTALLED IN TILE, TERRAZZO OR OTHER SPECIALTY FLOOR AREAS WITH DESIGN TEAM PRIOR TO ROUGH-IN. M. EXISTING SANITARY SEWER MAIN DEPTH IS APPROXIMATELY 6FT DEEP. EXISTING SANITARY SEWER BRANCH LINES ARE APPROXIMATELY 3FT DEEP. N. EXISTING UNDERFLOOR CONDITIONS WERE TAKEN FROM EXISTING PLANS AND MAY NOT REFLECT EXACT SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL CONCRETE REMOVAL AS REQUIRED TO REMOVE SANITARY SEWER PIPING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION REGARDING FLOOR CUTTING AND PATCHING. O. COORDINATE ALL DRAIN LOCATIONS WITH EXISTING AND NEW OWNER KITCHEN EQUIPMENT PRIOR TO ROUGH-IN. REFERENCED NOTES: 1. INSTALL NEW FLOOR DRAIN IN APPROXIMATE LOCATION OF REMOVED FLOOR DRAIN. 2. INSTALL NEW TRENCH DRAIN. COORDINATE WITH EXISTING EQUIPMENT LAYOUT AND OWNER FOR EXACT LOCATION. TRENCH DRAIN SERVES OR MAY SERVE TIPPING KETTLE. VERIFY TIPPING DRAINAGE FLOW DISTANCES PRIOR TO ROUGH-IN. 3. ROUTE SANITARY PIPING FROM EXISTING DISPOSAL INTO SANITARY SEWER SYSTEM. 4. ROUTE EXISTING SINK DRAIN TO NEW FLOOR DRAIN UNDER EXISTING SINK. 5. COORDINATE SANITARY PIPING INSTALLATION WITH EXISTING PIPING ELEVATIONS. 6. INSTALL NEW GREASE INTERCEPTOR. COORDINATE EXACT LOCATION WITH DESIGN TEAM. 7. INSTALL NEW DOMESTIC WATER LINES TO SERVE EXISTING EQUIPMENT PREVIOUSLY SERVED FROM UNDERFLOOR. 8. CONNECT NEW DOMESTIC WATER TO EXISTING DISHWASHER. 9. COORDINATE INSTALLATION OF DOMESTIC WATER PIPING DROPS WITH ARCHITECTURAL PLAN. 10. COORDINATE PIPING IN THIS AREA WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH. 11. INSTALL AT LEAST 10' OF STAINLESS STEEL PIPING BEFORE TRANSITIONING TO PVC. 12. INSTALL DOMESTIC WATER PIPING IN EXISTING WALL. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION OF WALLS. # ADS CORRUGATED PIPE. KITCHEN SAN. SEWER 4" C.O. REINFORCE CONCRETE PAVING ABOVE GREASE INTERCEPTOR. 6" 12 " 4" 12 " 4" 4" VENT 24" C.O. STATIC WATER LINE HDPE, 1250 GAL GREASE INTERCEPTOR. (BASED ON MIFAB)12 " 4" 24" C.O.C.O. DIRECT CONNECT LID. H-20 LOAD RATED LID. 4" 6" PLANNING ARCHITECTURE INTERIORS Copyright C 2016 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: 19-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT P101R1 10.11.2019 PLUMBING NEW WORK PLAN 16021 5 S U L L I V A N B R O T H E R C O N V E N T I O N CE N T E R K I T C H E N R E M O D E L 20 0 W 4 T H S T , W A T E R L O O , I A 5 0 7 0 1 Ow n e r BID DOCUMENTS 1/8" = 1'-0"1 UNDERFLOOR PLUMBING PLAN 1/8" = 1'-0"2 ABOVE FLOOR PLUMBING PLAN GREASE INTERCEPTOR SCHEDULE UNIT TAG MANUFACTURER MODEL FLOW RATE (GPM) GREASE CAPACITY (LBS) LIQUID HOLDING CAPACITY (GAL) GI-1 MIFAB SUPER-MAX 1250 250 4,983 1250 PLUMBING FIXTURE SCHEDULE UNIT TYPE MANUFACTURER MODEL MATERIAL COLOR ADA FIXTURE DESCRIPTION MISCELLANEOUS FD-1 FLOOR DRAIN WATTS FD-1100-A - - - EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, STAINLESS STEEL STRAINER, NO HUB OUTLET. PROVIDE WITH MEMBRANE CLAMP FS-1 FLOOR SINK WATTS FS-790 - - - 12" SQUARE FLOOR SINK, 8" DEEP, TYPE 304 STAINLESS STEEL CONSTRUCTION. LOOSE SET CAST STAINLESS STELL GRATE, DOME BOTTOM STRAINER, NO HUB OUTLET. PROVIDE WITH MEMBRANE CLAMP TD-1 TRENCH DRAIN EAGLE ASFT-2436-SG-ADA STAINLESS STEEL - YES 36"x24" ANTI-SPLASH FLOOR TROUGH WITH TYPE 304 STAINLESS STEEL GRATE. 4" DIAMETER DRAIN No Scale3GREASE INTERCEPTOR SECTION VIEW DETAIL Description Date No. ADD #2 10/31/2019 1