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HomeMy WebLinkAboutP101_PLUMBING NEW WORK PLAN_Rev.1PROJECT 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 EXSII 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 200 W 4TH ST, WATERLOO, IA 50701 5 SULLIVAN BR OTH ER CONVENTION CENTER KITCHEN REMODEL Owner 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 GREASE INTERCEPTOR RELOCATEDTO THE DOCK.**SEE PHOTO FOR REVISED DETAIL. PR #1 Grease Interceptor Relocation.pdf 13 Addendum 2.pdf INSTALL NEW GREASE INTERCEPTOR. COORDINATE EXACT LOCATION WITHDESIGN TEAM. INSTALL 2 LAYERS OF INSULATION AROUND THE GREASEINTERCEPTOR. PR #1 Grease Interceptor Relocation.pdf GREASE INTERCEPTOR RELOCATEDTO THE DOCK.**SEE PHOTO FOR REVISED DETAIL. PR #1 Grease Interceptor Relocation.pdf Addendum 2.pdf 14 Addendum 2.pdf 13Addendum 2.pdf 13. AN EXPOSED PIPING IN KITCHEN PREPARATION 013 AND/OR KITCHEN WASH AREA 012 SHALL HAVE A STAINLESS-STEEL SHROUD. 14. CONTRACTOR SHALL ANCHOR GREASE INTERCEPTOR ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. Addendum 2.pdf P. COORDINATE INSTALLATION OF SANITARY PIPING WITH EXISTING UNDERFLOOR CONDUIT, REBAR AND WIRE MESH. Addendum 2.pdf