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St. Mary's Heat Recovery 65% Design ANTHC Project Number November 2015
BERING SEA 4hburigyLodxe2 e iortium nental ring e 301 ST.MARY' HEAT RECOVERY 65%DESIGN ANTHC PROJECT NUMBER: NOVEMBER 2015 Sheet List Table SHEET NUMBER |SHEET TITLECHUKCHISEA3COVERSHEET RUSSIA |LEGEND AND ABBREVIATIONSCOMMUNITYMAP NOTES AND SPECIFICATIONSSITEPLAN PLAN AND PROFILE PLAN AND PROFILE PHOTO EXHIBITS PHOTO EXHIBITS NOME PIPING DETAILS 'PIPING DETAILSMECHANICALLEGENDS AND ABBREVIATIONSST.wise,ISLAND NORTON SOUND MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SPECIFICATIONSMECHANICALSITEPLANst. MATTHEW ISLAND [MECHANICAL PLAN -AVECMECHANICALPLAN-CITY SHOP MECHANICAL PLAN COLD STORAGE HOTEL_YS oYwnavarJoy'BETHELISLAND MECHANICAL PLAN -CITY OFFICE MECHANICAL SCHEMATICS -CITY SHOP MECHANICAL SCHEMATICS -COLD STORAGE HOTEL °PRIBILOF MECHANICAL SCHEMATICS -CITY OFFICE ISLANDS ss BRISTOL BAY jELECTRICAL LEGEND AND ABBREVIATIONSELECTRICALSPECIFICATIONSSSELECTRICALSITEPLAN ELECTRICAL PLAN -AVEC E100éE-101as ELECTRICAL PLAN -COLD STORAGE HOTEL5stan'ELECTRICAL PLAN -CITY OFFICE co any0xtPsPUNATASKA° CRW ENGINEERING GROUR LLC 3940 ARCTIC BLVD.SUITE 300 ANCHORAGE,ALASKA 99503 PHONE:(907)562-3252 FAX:(907)561-2273 65%Review Meeting -Agenda December 3,2015 ANTHC Emmonak Heat Recovery -Project 30306.30 ANTHC St.Mary's Heat Recovery -Project 30306.31 1. 2. 3. Brief status Update for Emmonak and St.Mary'Site Visits 65%Review Questions Emmonak Other-Emmonak Schedule/Deliverables - a.95%Design Documents -Emmonak -Originally December 4thi.New Date December 10'"? b.Issued For Construction -Originally December 18"i.New Date December 22"? 65%Review Questions -St.Mary's Other -St.Mary's a.Easements -ANTHC b.Any other concems? Schedule/Deliverables a.95%Design Documents -St.Mary's -Originally December 4thi.New Date December 11°"? b.Issued For Construction -Originally December 18"i.New Date December 23"? AVEC Meeting -Scheduled Update on Brevig Mission and Tuntutuliak " St.Mary's Heat Recovery 65%Design Review Project No:30306.31 3-Dec-15 Pa Sheet No.Reviewer Comment Reviewer Response C-402 Rhinoflex should not be used above grade.Clarify material and spec.Fraser Rhinoflex will be insulated and clad with aluminum per detail 4,sheet C-502. Specifications will added and notes will be clarified. M-002 HX-E and CP-D don't match for flow Fraser Acknowledged this has been corrected. M-002 EGT maybe 175 for fintube at city office Fraser Acknowledged schedule has been updated to correct temperature and associated BTU capacity. M-002 Why such small delta T on heat exchanger hot side?Fraser That was the way the calculation and sizing of heat exchangers worked out.We will look at this again. M-101 Revise detail 5 title to New HX-A Fraser Acknowledged.Title will be updated. M-101 Clarify required straight pipe into and out of flow meter Fraser Straight pipe requirements will be clarified. M-103 Detail 3:Correct title Fraser Detail 3 title will be updated to indicate it is a remodel plan. M103 Detail 4:Piping as shown does not match piping schematic and will induce flow through HX-D and Fpossiblythecityoffice'raser a .._.Acknowledged.Piping will be revised to reflect piping schematic. m-501 {Clarify which building piping schematics are for in titles Fraser Acknowledged.Piping Schematic Titles will be updated to include building names. Heat exchanger labels have been updated.There is one HX-1 which is the M-501 =|Clarify heat exchangers -In exhibit photo is shows two HX-1.Fraser preheat to the city shop boilers and one HX-2 which serves the city water distribution loop. M-501 |Sequence?Fraser Sequence of operation will be added. Page 1 of 3 St.Mary's Heat Recovery 65%Design Review Project No:30306.31 3-Dec-15 Sheet No.Reviewer Comment Reviewer Response This is an existing system and controls..This system is currently set up to run in series with the cold storage building.Flow =AVEC -City Shop -Cold Storage - AVEC.Valvi il n AVEC to operate City shop in parallel withM-S01 How is back feed of heat prevented.Fraser C.Valving wi |be changed at C pe .ny P PColdStorage/City office loop.The operators indicated on site that they have not had issues with back feeding.At this time we don't anticipate changing any existing controls at the city shop itself. M-501 Pipe sizes are missing.Fraser Pipe sizes will be included in the 95%set. Ww j laci isti is time.nd systemisM-501 Low Delta T means high pumping cost and Expensive heat exchangers Fraser .are Just replacing existing heat exchangers at this time.Pumps a ¥existing.Heat exchangers are sized to match existing heat exchangers. M-502 Isolation Valves?Transition to outdoor piping for city offices?Eraser Isolation valves will be added to City office lines.Transition to exterior piping isindicatedonthefloorplanviewforthissystem. Acknowledged.The pex piping was increased in size to minimize head loss for M-502. |Why 4"piping for such low flows?Fraser the long runs and reduce pump sizes.The copper piping in the building will be changed to correspond with flows. M-502 |Why is strainer and pressure switch on discharge side of pump?Fraser This was a drafting error.The pressure switch and strainer will be relocated. M-502 This does not appear to the the best pump for the application.It is the largest and does not change craser Agreed.This pump will be changed and it s sequence.The pump will modulated speed?flow using its integral VFD to maintain the return temperature of 165 deg F. m-so2 {Why is CP-A 160 GPM Fraser This was an oversight.The pump size has been changed.To correspond with flows for pumps CP-B and CP-D. M-502 _|What Provides call for heat in the cold storage building?Fraser Existing thermostats.Sequence will be modified to reflect this condition. m-502 [How does CP-B work?Eraser Pump will use integral VFD to modulate flow to maintain return temperature at165degFusinginternaltemperaturesensors. M-SO03 |Steep uphill grade from cold storage building,but no air relief or air separator why?Fraser Air separator has been added to the system for the 95%set. Page 2 of 3 St.Mary's Heat Recovery 65%Design Review Project No:30306.31 3-Dec-15 Sheet No.Reviewer Comment Reviewer Response M-503 HX-E and CP-D don't match for flow Fraser Acknowledged.This has been corrected. M-503 How does CP-D work?Fraser Pump will use integral VFD to modulate flow to maintain return temperature at160degFusinginternaltemperaturesensors. M-503 How?Why?Does CP-E work?Solenoid valves on heating system will vary flow?Fraser Acknowledged.This sequence and pump will be modified. Page 3 of 3 PLOTDATE:11/13/20154:35:17PMFILE:J:\YOBSDATA\30306.31ANTHCST.MARY'SHEATRECOVERY\O00CADD\O1WORKINGSET\OOGENERAL\KSM-G-STCOVER.OWGwiltKempUSER:ANTHCO re Ay ST.MARY' HEAT RECOVERY 65%DESIGN ANTHC PROJECT NUMBER: NOVEMBER 2015 BARROW CHUKCHI SEA 7 %ARCTIC OCEAN RUSSIA edcolvileeS < / "¢KOTZEBUE S\&RU x SN,Rie NOMENG:ISLAND NORTON SOUND o*\ st.&' MATTHEW . ISLAND Sf wswonwar\<1 "rt _/°BETHEL SEC 26,T23N,R76W,|ISLAND SEWARD MERIDIAN BERING SEA %$4Featwl y °PRIBILOF ¢ISLANDS. °yfvBRISTOLBAYG ara &&Gyretkopinx".o f)Ss = ae iste ,G .Altéury,oa aes PeReeaNa8°ZBote<Q ©10 x8 po FUNATASKA ° Alaska Native Tribal Health Consortium Division of Environmental Health and Engineering 3900 Ambassador Drive,Suite 301 Anchorage,Alaska 99508 Phone:(907)729-3600Fax:(907)729-4090http://www.dehe.org £m re erage RT CRW ENGINEERING GROUR LLC 3940 ARCTIC BLVD.SUITE 300 ANCHORAGE,ALASKA 99503 PHONE:(907)562-3252 FAX:(907)561-2273 TASHA CANADA (RACY IO eke Sheet List Table SHEET NUMBER |SHEET TITLE G-001 COVER SHEET G--002 LEGEND AND ABBREVIATIONS G-101 COMMUNITY MAP C-001 NOTES AND SPECIFICATIONS C-101 SITE PLAN Cc-401 PLAN AND PROFILE C--402 PLAN AND PROFILE C-450 PHOTO EXHIBITS c-451 PHOTO EXHIBITS Cc-501 PIPING DETAILS C-502 PIPING DETAILS M--001 MECHANICAL LEGENDS AND ABBREVIATIONS M -002 MECHANICAL SCHEDULES M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SPECIFICATIONS M--100 MECHANICAL SITE PLAN M-101 MECHANICAL PLAN -AVEC M-102 MECHANICAL PLAN -CITY SHOP M-103 MECHANICAL PLAN -COLD STORAGE HOTEL M-104 MECHANICAL PLAN -CITY OFFICE M-501 MECHANICAL SCHEMATICS -CITY SHOP M-502 Mose NICAL SCHEMATICS -COLD STORAGE M-503 MECHANICAL SCHEMATICS -CITY OFFICE E--001 ELECTRICAL LEGEND AND ABBREVIATIONS E-002 ELECTRICAL SPECIFICATIONS E-100 ELECTRICAL SITE PLAN E-101 ELECTRICAL PLAN -AVEC E-102 ELECTRICAL PLAN -COLD STORAGE HOTEL £-103 jELECTRICAL PLAN -CITY OFFICE ]2 L !4 COMMON ABBREVIATIONS SITE PLAN GENERAL LEGEND EXISTING ALUM ALUMINUM PROPOSED APPROX APPROXIMATE ge ee ee ee RTH ARR ASTM ASSOCIATION STANDARD 2 CONTOUR NORTH ARROW TESTING MATERIAL AWG AMERICAN WIRE GAUGE ><oo., AWWA AMERICAN WATER WORKS CULVERT sriotied and EngiweningASSOCIATION BOT BOTTOM DRIVEWAY.X VIEWTITLE DRAWING TITLE OR $900 AmbessaciorDrive.Suiwe 301 CAP CORRUGATED ALUMINUM PIPE ---i TTT TTT :a7 7 Anchorage,Alaska cA CORRUGA TED LUMINUM PIPE TTT TTT CRAVEL,ROADS IO SECTION TITLE 1907)728-9600 CMP CORRUGATED METAL PIPE SHEET NUMBER CL CENTERLINE co CLEANOUT ee.-DITCH OR STREAM CONC CONCRETE CY CUBIC YARD VIEWTITLE ORAWING TITLE OR SECTION DIA DIAMETER EDGE OF FILL LIMITS xX TITLE WITH VERTICAL AND E EAST HORE SCALE 207-90 HORIZONTAL SCALE EA EACH SHEET NUMBEREFELECTROFUSIONEDGEOFCUTLIMITS-_--=$=--- ----ELEC ELECTRIC EL ELEVATION VIEW TITLE EST ESTIMATE tee FENCE -__. FLG FLANGE EM FORCE MAIN CALL OUT BUBBLE -= FPT FEMALE PIPE THREAD at FT FEET GRADE SYMBOL |SHEET NUMBER BAR IS ONE INCH ON GA GAUGE ASRIGINAL DRAWING,iF NOTGALGALLONJU!CALES ACCORDINGLY GALV._GALVANIZED ev FORCE MAIN mu VIEW TITLE GPM GALLON PER MINUTE - HDG HOT-DIPPED GALVANIZED SECTION INDICATOR HDPE HIGH DENSITY POLYETHYLENE p = HORZ HORIZONTAL P OWER LINE SHEET NUMBER TTIDINSIDEDIAMETERulINVINVERT5LFLINEARFEETeePROPERTYLINEVIEWTITLE"OoININCHaZuzLBPOUNDLVLLEVELOHEOVERHEADPOWERELEVATIONINDICATORgt?MAX =MAXIMUM &TELEPHONE aa) MC MISC.CHANNEL SHEET NUMBER ic a WwMHMANHOLEwRqiwta MIN MINIMUM HEAT RECOVERY LINE =ZoNTSNOTTOSCALE°10000"20000".”inNSFNATIONALSCIENCEFOUNDATION-ENGINEERING GRAPHIC SCALE E>3 OAE OR APPROVED EQUAL 1400 2+00 wo oc ON CENTER STATIONING & OD OUTSIDE DIAMETER OSHA OCCUPATIONAL SAFETY &HEALTH --BREAK LINE -ADMINISTRATION PE POLYETHYLENE CT STRUCTURES Co ” PSI POUND PER SQUARE INCH ®KEY NOTE INDICATOR PVC POLYVINYL CHLORIDE (REFERS TO NOTE ON SAME SHEET) R RADIUS ee TRAIL 7 REQ'D REQUIRED _ 5 ROW RIGHT OF WAY MATCH LINE,SEE X-XXX MATCH LINE z ss STAINLESS STEEL ONSCHSCHEDULE TREE LINE SIM SIMILAR A REVISION INDICATOR STA STATIONSTDSTANDARD T TELEPHONE (BURIED)ZzSTLSTEELe (TYP)TYPICAL 2wsWATERSURFACEwWWATERLINE85 @ DIAMETER 4 s SEWER LINE F FUEL LINE EL.17.0°psFINISHGRADEa< xELECTRIC+TELEPHONE g COMMUNICATION PLAN SET:_AN 14-243 PROJ MGR:LM EXISTING PROJ ENG:TLM DRUMS ENG:_ECH DRAWN BY:XxXPoUTILITYPOLESETTne ¢GUY ANCHOR LEGEND AND ABBREVIATIONS sHeET XXX or XXX PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:}\Jobsdata\30306.31 anthc st.mary''s heat recovery\OO CADD\O1 working set\01 Civil\KMS-G-STLEGEND.dwq LAYOUT:G--002 PRINTED:11/13/2015 4:35:27 PM XXX OFXXXXTOTAL SHEETS LS)ne_ets i Mill eat .eos caeat1pFOrreerohad2hBenth we:iment LMRQI orerRane.aa : WATER TREATMENTf . as7AC STORE ieMaGkconeaEeeAa 'iene :"3.Lea ByeyPeeIera0yeea7 ee yeAgenfas5ren2ete Saet .. Meese aden.:aN HIGH SCHOOL oNS,_&:1 oo se . -ELEMENTAR'SCHOOL Bees ee j ANDREAFSKY RIVER |ry ”:rertas Neen PROJECT AREA "SEE SHEET C-101, MECHANICAL O,rowe*”4 ¢Carty oo Division of Environmental Health and Engineering 3900 Ambassador Drive,Suite 301 Anchorage,Alaska 99508(907)729-3600 t*)r [| BAR 1S ONE [NCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY wedswhateRe,SeatTMMBE:RaCOMMUNITY MAP 250 Oo 125 250 SCALE:1"=250'ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNINITDESCRIPTIONPLAN SET:AN 14-743 PROJ MGR:TM PROJ ENG:TM DRUMS ENG:_ECH DRAWN BY:XXX SHEET TITLE COMMUNITY MAP G-101 sHeetT XXX of XXX USER:WMILLER PROOUCT:Civil3D 2015 -20.0s LMS Tech FILE:-\Jobsdate\30306.31 onthe st.mary''s heat recovery\O0 CADD\O1 working set\O0 Generol\KMS-G-STMAP.dwg LAYOUT:G--101 PRINTED:11/13/2015 4:35:43 PM XXX OFXXXXTOTAL SHEETS 1 |2 GENERAL NOTES 1.ANY CHANGES TO CONSTRUCTION METHODS OR MATERIALS SHALL BE APPROVED IN ADVANCE BY THE RESPONSIBLE REGISTERED PROFESSIONAL. 2.RECORD DRAWINGS -THE PROJECT SUPERINTENDENT SHALL MAINTAIN A CLEAN SET OF AS-BUILT DRAWINGS FOR RECORD INFORMATION AT THE PROJECT OFFICE.ALL REQUIRED INFORMATION SHALL BE RECORDED IN RED PENCIL ON A DAILY BASIS IN NEAT,LEGIBLE FASHION.ALL ELEVATIONS AND DISTANCES SHOWN ON THE PLANS SHALL BE MARKED ASB (AS-BUILT)OR FC (FIELD CHANGE)WITH THE CORRECT VALUE INSERTED.ALL SURVEY NOTES SHALL BE KEPT IN GOODQUALITYFIELDBOOKSANDSUBMITTEDTOTHEENGINEERWITHTHERECORDDRAWINGSATTHEENDOFCONSTRUCTION. 3.HISTORICAL PRESERVATION -SHOULD ANY ARCHAEOLOGICAL,CULTURAL OR PALEONTOLOGICAL RESOURCES BE DISCOVERED DURING CONSTRUCTION ACTIVITY,ALL WORK THAT WOULD DISTURB SUCH RESOURCES SHALL BE STOPPED AND THE OFFICE OF HISTORY AND ARCHAEOLOGY SHALL BE CONTACTED IMMEDIATELY AT (907)-269-8721. 4.SURVEYING -ALL SURVEYING AND STAKING ESSENTIAL FOR THE COMPLETION OF THIS PROJECT SHALL BE PERFORMED BY A REGISTERED LAND SURVEYOR WITH A MINIMUM 5 YEARS OF CONSTRUCTION SURVEY EXPERIENCE.FIELD NOTES SHALL BE RECORDED IN STANDARD HARD-BOUND ALL WEATHER TYPE FIELD BOOKS AND KEPT IN A CLEAR,ORDERLY,AND NEAT MANNER.A MINIMUM OF TWO KNOWN BENCH MARKS SHALL BE USED WHEN ESTABLISHING TBM'S.ALL TBM'S SHALL BE LOCATED AND BE CONSTRUCTED IN SUCH A FASHION THAT THEIR INTEGRITY WILL NOT BE COMPROMISED THROUGHOUT THE LIFE OF THE PROJECT.AS-BUILT SURVEY MEASUREMENTS SHALL BE RECORDED ON A CLEAN SET OF DRAWINGS AND SHALL SHOW CHANGES AND IMPROVEMENTS WHICH VARY FROM THE DIMENSIONS,LINES,GRADES,AND LOCATIONS SHOWN ON THE DRAWINGS. 5.BARRICADES AND WARNING SIGNS SHALL BE PROVIDED TO ADVISE RESIDENTS OF ROAD CLOSURES,DETOURS,AND OTHER HAZARDOUS CONDITIONS. 6.EXISTING UTILITY LOCATIONS ARE APPROXIMATE.VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION.THE PROJECT SUPERINTENDENT SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL ENCOUNTERED UTILITIES AND NOTING ANY CHANGES ON THE RECORD DRAWINGS. 7.ALL DISTURBED PUBLIC AND PRIVATE PROPERTY SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS. 8.SEE INDIVIDUAL DRAWING SHEETS FOR SPECIFIC CONSTRUCTION NOTES. 9."OR APPROVED EQUAL”IS ALWAYS IMPLIED AFTER A BRAND NAME,PATENTED PROCESS OR CATALOG NUMBER.ANY BRANO OR PROCESS APPROVED BY THE RESPONSIBLE REGISTERED PROFESSIONAL MAY BE SUBSTITUTED.THE ONLY EXCEPTION IS WHERE NO SUBSTITUTION IS SPECIFIED. EARTHWORK GEOTEXTILE SEPARATION FABRIC -MIRAFI FW300 OR APPROVED EQUAL,ON ALL AREAS TO RECEIVE FILL MATERIAL.EDGE SEAMS SHALL BE SEWN IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR BE OVERLAPPED A MINIMUM OF 3 FT. GRAVEL BACKFILL/EMBANKMENT -PLACE UNFROZEN LOCAL GRAVEL FILL MATERIAL IN MAXIMUM 12 INCH LIFTS AND COMPACT WITHATLEAST3PASSESOFA10TONVIBRATORYROLLEROR8PASSESWITHAVIBRATORYPLATECOMPACTOR.ADD WATER TO INCREASE MOISTURE CONTENT IF REQUIRED. RIGID BOARD INSULATION -EXTRUDED OR EXPANDED POLYSTYRENE FOAM PANELS WITH 40 PSI COMPRESSIVE STRENGTH AT 5% DEFORMATION.INSTALL IN A MINIMUM OF TWO LAYERS WITH STAGGERED JOINTS (1°MINIMUM JOINT OVERLAP).OWEN CORNING FOAMULAR 400,INSULFOAM 40,OR APPROVED EQUAL. Deno ¢ \frewn HEATPIPE - RHINOFLEX®ULATED PIPING SYSTEM SHALL BE OF A FLEXIBLE DESIGN AND ALL COMPONENTS OF CARRIER PIPE,INSULATION AND JACKET MUST BE ABLE TO EXPAND AND CONTRACT AS A UNIT WITHOUT OVERSTRESSING OR ADVERSELY AFFECTING ANY OF THE MATERIALS.THE PIPE,INSULATION AND JACKET WILL ALL BE MADE OF MATERIALS THAT WILL NOT CORRODE.THE SYSTEM WILL BE DESIGNED TO BE INSTALLED IN A MANNER THAT WILL NOT REQUIRE EXPANSION LOOPS OR COMPENSATORS OF ANY TYPE. THE SYSTEM WILL BE INSTALLED WITH THE FEWEST NUMBER OF UNDERGROUND JOINTS POSSIBLE.THE PIPING SYSTEM SUPPLIER WILL BE RESPONSIBLE FOR THE OVERALL DESIGN OF THE EXPANSION AND CONTRACTION COMPENSATION.THE SYSTEM WILL BE SUPPLIED COMPLETE WITH COUPLING FITTINGS,INSULATION KITS AND TERMINATION FITTINGS ALL SUPPLIED BY THE PIPING SYSTEM SUPPLIER.ALL PRODUCTS SHALL BE MANUFACTURED TO ISO 9002 STANDARDS.NSF APPROVED. CARRIER PIPE CROSSLINKED PEX PIPE FOR TEMPERATURES UP TO 204F.NSF AND ASTM CERTIFIED FOR PEX PIPES. ULA ALL INSULATION MATERIALS WILL BE SUPPLIED BY THE SYSTEM MANUFACTURER AND WILL BE POLYURETHANE CLOSED CELL INSULATION. THE INSULATION WILL BE FURNISHED IN THE THICKNESSES AS SHOWN IN CHART 1 FOR THE RESPECTIVE CARRIER PIPE SIZES. JACKET MATERIAL,THE OUTER PROTECTIVE JACKET SHALL BE CORRUGATED SEAMLESS POLYETHYLENE COMPLETELY ENCOMPASSING AND PROTECTING THE INSULATION FROM MOISTURE AND DAMAGE,DESIGNED FOR H-20 LOADING AT A BURIAL DEPTH OF 2 FT MINIMUM.THE JACKET WILL BE PROVIDED IN A DIAMETER AND THICKNESS AS SHOWN IN CHARTS 1 &2. N ALL FITTINGS AND CONNECTIONS WILL BE EITHER BRASS,COPPER OR NICKEL-PLATED.THEY WILL BE INSTALLED IN ACCORDANCE WITH THE DETAILED INSTALLATION INSTRUCTIONS.ALL BURIED FITTINGS AND COUPLINGS WILL BE INSULATED AND SEALED PER THE SYSTEM SUPPLIERS INSTRUCTION.ALL FITTINGS FOR DOMESTIC USE TO BE NSF AND ASTM APPROVED. END SEALSALLDIRECT BURIED ENDS OF INSULATED PIPE WITH EXPOSED INSULATION WILL BE SEALED WITH POLYETHYLENE END SEAL. T ALL CARRIER PIPE SYSTEMS SHOULD BE TESTED AT 1 1/2 TIMES THE OPERATING PRESSURE PRIOR.TO BURIAL. BACKFILL Q 2. THE PIPE SHOULO BE BACKFILLED WITH CLEAN FILL A MINIMUM OF 4 INCHES ON THE TRENCH BOTTOM,3 INCHES ON EITHER SIDE,2 INCHES BETWEEN ADJACENT PIPES AND 6 INCHES OVER THE TOP OF THE JACKET.THE BALANCE OF THE TRENCH CAN BE FILLED IN WITH NATIVE MATERIALS CONTAINING ROCKS NO LARGER THAN 2 INCHES. SUPPLIER.ASSISTANCEATCUSTOMER'S REQUEST,SYSTEM SUPPLIER WILL PROVIDE A QUALIFIED FIELD SERVICE TECHNICIAN ON-SITE TO PROPERLY TRAIN THE INSTALLING PERSONNEL IN ALL PHASES OF INSTALLATION. APPROVED VENDORSRHINOFLEX,AS SUPPLIED BY ROVANCO,JOLIET,ILLINOIS OR APPROVED EQUAL.ANY ALTERNATE SUPPLIER MUST SUBMIT THEIR TECHNICAL DATA TO THE ENGINEER TO BE APPROVED IN WRITING AS AN EQUAL. CHART 1-AHINOFLEX SINGLE PIPE DATA CHART 2 -RHINOFLEX DUAL PIPE DATA eA Na2 ,WileatéA0,owe%,>fay TH co* Division of Environmental Health and Engineering 3900 Ambassador Drive,Suite 301 ,Alaska 99508 (907)729-3600 0 r a BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNNOMINAL PIPE |NOMINAL INSULATION |PE JACKET |)WAUELg |BENDING NOMINAL PIPE |NOMINAL INSULATION |PE JACKET ||JPOTET.|SENDINGCARRIERSIZE(IN)THICKNESS (IN)00 (N)™RADIUS CARRIER SIZE (N)THICKNESS (IN)(OD (IN)pin RADIUS 15 1.00 3.66 0.09 30"1 17 445 0.09 x3 2 1.13 445 0.09 30”1.25 1.2 4.45 01 33° 2.5 1.34 5.63 0.12 35"15 1.25 6.42 0.13 40" 3.0 1.44 6.45 0.13 40"*2.0 15 72 0.13 45" *4 1.05 6.42 0.13 40"25 15 7.2 0.13 45°INIT*PIPE SIZE THIS PROJECT MISCELLANEOUS TREATED TIMBER -ALL WOOD EXPOSED TO THE ELEMENTS SHALL BE PRESSURE--TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS'ASSOCIATION (AWPA)TREATMENT STANDARD C2 (0.60 MIN RETENTION)USING WATERBORNE PRESERVATIVE. ACCEPTABLE PRESERVATIVES INCLUDE:ACZ AND CBA.CCA AND CREOSOTE SHALL NOT BE USED.WHENEVER NECESSARY TO CUT, NOTCH,TAP,OR DRILL TREATED TIMBER,NEWLY CUT OR BORED SURFACES SHALL BE TREATED WITH 2 COATS OF AN APPROVED PRESERVATIVE,SUCH AS END CUT SOLUTION.APPLY PRESERVATIVE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. BOLTS -SHALL CONFORM TO ASTM A307 AND BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE SPECIFIED.DESCRIPTIONDATEMRKPLAN SET:AN 14-243 PROJ MGR:TLM PROJ ENG:TM ORUMS ENG:_ECH DRAWN BY:XXX SHEET TETLE NOTES AND _SPECIFICATIONS C-001 sHeeT XXX of XXX USER:WKEMP PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:§\Jobsdate\30306.31 anthe st.mary's heat recovery\OO0 CADD\O1 working set\01 Civil\KMS-C-STSPEC.dwg LAYOUT:C-OO1 PRINTED:11/13/2015 4:35:54 PM XXX OFXXXXTOTAL SHEETS 1 |2 |3 |4 wey 7 Ee ™7 :i cers es we a ST EE ree See erg ee:ae]er ty le ¥F .:.**y .TT ots a\** :. :+UT &7 Y t :=vos ,oy NS yOa*.a % " eo ek 3 4 Ceg4SatCOP ienez Division of Environmental .¢Health and Engineering x 3900 Ambassador Drive,Suite 301 r ,Alaska 99506 :(907)729-3600 .{ae > ran e 0 r Pe BAR 1S ONE {NCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY x : é < <ee a mn EOF 8 ,Fa sen >*.SF ae ="a *oe ' *ov <"a : ;:one ee a"" :epork ow '*my .=:a re a"Fa '': * :-4 _ne -\.-*:: ; A gt TN a gh 7 \city orice ae 3ra-ecw A ead \as a)wo i -_ce ST.MARY'SHEATRECOVERY65%DESIGN"va\Vr\\\»%*snn as ON o\. i "i F =4 a.':\-\bene \.z ped . mo Voy aa L wee a 'AN Soa,wo ae"4s "7 a an \ae \ . :\+. .o-X 'fe 'es wa a i aN 'Ban :_Y 7 oat ee "\a : f,\Lat.oes \.mor”'"\i goy7-\ia \wes -,A'=von an ae Le ;*a *a Cee heme on Bat eeteOearaeee\:COLD i ziao\eae Ln te \Re STORAGE/HOTEL ,.: "7 a a 2 ee cs CC -' Sa y L r 4 EI .ee PLAN SEI:AN 14-243 k PROJ MGR:TM in PROJ ENG:_TLM 'a 4 DRUMS ENG:_ECH "4 DRAWN BY:XXX ,"4 SHEET TITLE - SITE PLAN 30 0 15 30 1 StreFraN a C-101SCALE:1*=30"sHeet XXX of XXX USER:WKEMP PROOUCT:Civil3D 2015 -20.0s LMS Tech FILE:\Jobsdata\30306.31 anthc st.mory''s heat recovery\OO CADD\O1 working set\01 Civil\KMS-C-STHRPP.dwg LAYOUT:C 101 PRINTED:11/13/2015 4:36:23 PM XXX OFXXXXTOTAL SHEETS Fi ”"ae "-"eereeaper -_”>OR 7 Z a a £4 my ™i ie oe RE -ad =By Teale RE TP PE Qo 2 |4 pio we "we eb?a }4 : 3 ' +}sa :" i Soy |re .Oye - e* i >ye ; 5 '4 'J 4 %%g "att <o* a t rn » . ' ,Ianaatte +Division of Environmental é y ae ®ccm HOH Health and Engineering : *, :'3900 AmbessadorDrive,Suite 301 »%é ov r Anchorage,Alaska 965068 i i.t fom arent a (907)720-3600 cin tor.1 k :Wie nA cone cate Tae .ra é ers +>|COLD 1 i :yO Ay :»2STORAGE/HOTEL¢a i eo e. iy CITY bfooweerese date "ro ae SHOP k i |_F na }Ry,in od |af Rj TA A149 ee }.ik in woke ad -va i ; --|Lat "4 "*'€'é as if.1 3 i Ed the!t i j ma."e be 43400]te a .b ;0 " 41400 ;TO MISSION a =ef . .BUILDINGS BAR IS ONE INCH ON + .HR -ORIGINAL DRAWING,IF NOT -|{ais wa ue aR He i ADJUST SCALES ACCORDINGLY aw uo py alaneeeeeel"ST -a aa -FM ok 5---_--_-s 3s s--SS NOTES: LOCATE BURIED UTILITIES PRIOR TO DIGGING.WHERE UNABLE TO LOCATE USE CAUTION DIGGING,TYP. DEMOLISH HEAT RECOVERY MODULE. AFTER COMPLETION OF NEW HEAT RECOVERY LINES,CUT &CAP EXISTING HEAT RECOVERY LINES 2°BELOW GRADE AND ABANDON IN PLACE. ALTERNATE NO 1:REMOVE EXISTING HEAT RECOVERY LINES BETWEEN HEAT RECOVERY MODULE AND COLD STORAGE BLDG.ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNof ,PLANVes20(0)10 )y b SCALE:1"=20'AFTER COMPLETION OF NEW HEAT RECOVERY SYSTEM DEMOLISH EXISTING ABOVE--GRADE LINES BETWEEN HEAT RECOVERY MODULE AND POWER PLANT.INITTEMPORARILY RELOCATE EXISTING STORED MATERIALS ALONG PIPELINE ALIGNMENT, TYP. bebe bebe desde cde t ss 2.)acincu SINGLE CARRIER PIBES PER-\0 COLD an De4 CAUTION:LOCATION OF EXISTING UTILITIES HAS NOT BEEN VERIFIED,TYP. 35 Oe©©OfODESCRIPTIONPOSSIBLE CONTAMINATED SOILS (PETROLEUM ;ts yo ;;;mt ;ae mt ;; PRODUCTS).DISPOSE OF ALL ef CONTAMINATED SOILS WITHIN THE TRENCH ::ot Pt pt ::Pt :pot :mt ::ae :Do LL ZONE IN AN ADEC APPROVED MANNER OR 30 Boe .Coe Te oe LE a :-...oe ...-ae so AT AN ADEC (OR THE AUTHORITY HAVING A}:::::::.hr poe _,To :;:JURISDICTION)APPROVED DISPOSAL SITE.J NG TN :SEE FOR TYPICAL TRENCH SECTION.BY 25 eee Dee cc \esoy " ©ce Or a ae ae ole lee lel.leeteeb.ciel.sie.Pottp@ i:a {1 ........::.........................-. SEE FOR PIPE TRANSITION.PLAN SET:AN 14-24300eeeeee©)a PROJ MGR:TLM PROJ ENG:TM tte tobe.ti tibet tite bie.DRUMS ENG:_ECH :::::::::::::::::::::::::::::::::::::GENERAL NOTES:DRAWN BY:XXX So SHEET TITLECONTRACTORSHALLDEWATERTRENCH 10+00 11+00 12+00 13+00 SECTION AS REQUIRED FOR CONSTRUCTION. PLAN AND PROFILE >PIPELINE NO.1 HORZ.SCALE 1°=20"C-401 VERT.SCALE 1"=5"sHEET XXX or XXX USER:WKEMP PRODUCT:Civii3D 2015 -20.0s LMS Tech FILE:=\Jobsdota\30306.31 anthce st.mary's heat recovery\OO CADD\O1 working set\01 Civil\KMS-C-STHRPP.dwq LAYOUT:C--401 PRINTED:11/13/2015 4:36:36 PM XXX OFXXXXTOTAL SHEETS 'a Ser CE oe ;oth Na *, N fr ee w & ,oN ;a ar :* a a a tS 3 5 tay Sn seacane cab ass %"s-a :COLD ::4 '"eat oO a4,7 |STORAGE/HOTEL*fefo 'VS 40 'DivisionofEnvironmentalé'Health and Engineering ''*9900 AmbessadorDrive,Suite 301 e (907)729-3600 Leatt Ef - ee BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY NOTES:> Q)CAUTION:LOCATION OF EXISTING UTILITIES o HAS NOT BEEN VERIFIED.4 (+"8@)see lq)ror TYPICAL TRENCH SECTION. Geo »gee(+>G)SEE (50B)FOR PIPE TRANSITION.cus<==o Ps|@ (3 \ESFORPIPETRANSITION.20 0 10 20 SEE C502)(6)E NSITION o a: SCALE:1*=20"(a = 7 (S)SEE \C50Y FoR TYPICAL PIPE SUPPORT 5 SECTION.SPACE PIPE SUPPORTS AT 8°0.C. BO mR fg 80 = z or ()see (Ea)ron PIPE TRANSITION. FA a a 70 g ee ee ear o£ 60 ...*60 oF Fe CONTRACTOR SHALL DEWATER TRENCH i \:::::::::.:::::::::::::::::SECTION AS REQUIRED FOR CONSTRUCTION, ..:.;..:..:...........:.COLDPPRfstoraceeeINN(67 A»[01111 i\é 40 re 5,C/A qi ::::::::::::I :::;-:::::|;;/x |Danaeareneeee SI :::::oo)::::::::::::..:':::PLAN SET:AN 14-243 AY 30 aS 1 30 PROJ MGR:TL Nyx ::::::::/ :::I ::::::.::::J ::PROW ENG:LM 4 fp >A DRUMS ENG:_ECH Q Do bt DRAWN BY:XxX XN 20 20 SHEET TITLE 40+00 41400 42+00 PLAN AND PROFILE >PIPELINE NO.2 HORZ.SCALE 1°=20° VERT.SCALE 1°=10°C-402 sHeet XXX of XXX USER:WKEMP PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:¢\Jobsdato\30306.31 anthc st.moary''s heat recovery\00 CADD\O1 working set\01 Civil\KMS-C-STHRPP.dwg LAYOUT:C--402 PRINTED:11/13/2015 4:36:46 PM XXX OFXXXXTOTAL SHEETS "SCOLD STORAGE BUILDING}apa8 COLD STORAGE BUILDING Division of Environmental Heaith and Engineering Saye ry aPHOTO-COLD :BAR IS ONE INCH ON 2 STORAGE BLDG PIPELINE NO.1 ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY L POWER PLANTSETAE ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGN:i" Ly , 2a ihe ,t ef = 4 4Li 3 .=ps a 3 [s) ta =) PHOTO - 4 PHOTO -STA.13+00 5 PHOTO -STA 13+00 6 RECOVERY MODULE re < fa) x NOTES:S| PLAN SET:AN 14-243[1_>EXISTING HEAT RECOVERY LINES,SEE NOTE 3 SHEET C-401.BROW MGR ILM [2_>RELOCATE EXISTING STORED MATERIALS AS REQ'D FOR CONSTRUCTION ACCESS,TYP.COORDINATE PROJ ENG:___TLM WITH CITY DRUMS ENG:ECH [3_>DEMOLISH EXISTING HEAT RECOVERY MODULE --- S E SHEET THLE [4 >SEE ELECTRICAL REUSE EXISTING PIPE PENETRATIONS THROUGH BLOG WALL FOR NEW PIPELINES,PATCH OR PHOTO EXHIBITS MODIFY AS NECESSARY. [6 >EXISTING HEAT RECOVERY LINES,SEE NOTE 5,SHEET C-401 C-450 sHEET XXX or XXX USER:WKEMP PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:¢\Jobsdata\30306.31 anthe st.mary's heat recovery\00 CADD\01 working set\01 Civil\KMS-C--SH-PHOT.dwg LAYOUT:C-450 PRINTED:11/13/2015 4:36:53 PM XXX OFXXXXTOTAL SHEETS HEAT RECOVERY MODULE }- git HACMECOLD STORAGE PHOTO -HEAT RECOVERY MODULE (EAST SIDE) CITY OFFICE "CITY OFFICE !- (4 PHOTO -PIPELINE NO.2 PHOTO -STA.40+00 NOTES: [1 >EXISTING HEAT RECOVERY LINES TO OLD MISSION BUILDINGS,SEE NOTE 3 SHEETC-401 Division of Environmental Health and Engineering 3900 Ambassador Drive,Suite 301 Anchorage,Alaska 99508 (907)729-9600 ADJUST SCALES ACCORDINGLY SEEiatfotmeaeaptngeStestttioeeoeosgiAah4ore.z]0 r De BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNINITvol'eed;paneaPHOTO -STA.40+00 ° 4 DESCRIPTIONDATEMRKPLAN SET:AN 14-243 PROJ MGR:_TLM PROJ ENG:TM DRUMS ENG:_ECH DRAWN BY:XXX SHEET TITLE PHOTO EXHIBITS C-451 sHeEeT XXX or XXX USER:WKEMP PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:j \Jobsdata\30306.31 anthe st.mary's heat recovery\Q0 CADD\01 working set\O1 Civil\KMS-C-SH-PHOT.dwg LAYOUT;C-451 PRINTED:11/13/2015 4:36:59 PM XXX OFXXXXTOTAL SHEETS 6"LEVELING COURSE D COMPACTED ONLY IN ROADWAYS BAC SNSENNENSLRCG,\Qe <e AE:a Y, -x%,oY, La8!' EXISTING HEAT RECOVERY LINES,col get :LLL).NDEPTH&LOCATION UNKNOWN Z xTA@SCORGRIRTRTACEE 12"3 NOTE: COMPACTED BACKFILL HAZARD TAPE EXISTING GROUND 2”FOAM BOARD INSULATION SLOPE AS NEAR VERTICAL AS POSSIBLE IN FROZEN GROUND INSTALL AWG 12 SOLID COPPER TRACER WIRE WITH YELLOW POLYCOATING.TRACER WIRE MUST BE 600V RATED AND UL DUAL CARRIERLISTEDFORDIRECTBURIALARR GEOTEXTILE PIPE ANCHOR, INSTALL GEOTEXTILE TO MINIMIZE NOTE: VOID SIZE.(PROPEX 315 ST) SEE NOTE 1 1.NUMBER AND TYPE OF PIPES (DUAL OR SINGLE CARRIER) VARIES. NOT TO SCALE(1)TRENCH SECTION 2'-6" 4°X12"TREATED TIMBER PIPE SUPPORT Va PIPE STRAP Se 1/2"X3"HDG LAG SCREW WITH HDG/AND NYLON WASHERS (NOTE 1) va 1"@ HDG THREADED ANCHOR ROD,TYP[_--1*#NUT,TYP USER:WKEMP PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:¢\Jobsdate\30306.31 anthe st.mory's heat recovery\O0 CADD\O1 working set\01 Civil\KMS-C-SPDETL.dwg BEND TO .FIT SNUG ae amy PROVIDE 5/8"®HOLES:BreSQUARE TO ACCOMMODATE LAG (SEE NOTE.1)AS NEEDED. ne ,SCREWSyYOYSyLRRDIANIN |2'MIN BEDROCK|)'a . 42"MIN EMBEDMENT 44}!We |aEMBEDMENTilHILTANCHORADHESIVE,|ut i INSTALL PER MFR;on)RECOMMENDATIONS,TYP DUCKBILL MODEL 88 EARTH ANCHOR.INSTALL NOTE:NOTE MEN RRS OCENGATIONS BEDROCK INSTALL NYLON WASHER BETWEEN 4 INCH WIDE STRIPS OF EPDM OR NEOPRENE MAY GALV WASHER AND ALUM STRAP BE USED AS NEEDED BETWEEN PIPE STRAP AND AT EACH LAG SCREW CONNECTION PIPE TO PROVIDE A TIGHTER FIT. RANULAR 3 NOT TO SCALE 4 NOT TO SCALE LAYOUT:C-501 3-INCH WIDE 10 GA ALUM STRAP,LENGTH 2 POLYURETHANE INSULATION, THICKNESS PER SPECIFICATIONS CORRUGATED SEAMLESS POLYETHYLENE JACKET PEX-A CARRIER PIPE Z RHINOFLEX PIPE SECTION NOT TO SCALE ARR RHINOFLEX PIPE SHALL BE INSULATED AND JACKETED WHERE ABOVE GRADE AND AT ABOVE GRAD AS INDICATED ON THE PLAN AND PROFILE SHEETS. e « e z > 2 ¢64¢Sart oo Division of Environmental Health and Engineering 3900 Ambassador Drive,Suite 301 Anchorage,Alaska 99508 (907)729-3600 0 vr ns BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNINITDESCRIPTIONDATEMRKPLAN SET:AN 14-243 PROJ MGR:LM PROJ ENG:TM DRUMS ENG:_ECH DRAWN BY:XXX SHEET TITLE PIPING DETAILS C-501 SHEET XXX or XXX PRINTED:11/13/2015 4:37:15 PM XXX OFXXXXTOTAL SHEETS 1 l 2 it 3 I 4 ov SEE NOTE 6 SEE NOTE 7 SEE NOTE 5 a SEE NOTE 6 SEE NOTE 7 HEAT RECOVERY PIPE W/SEE (MECHANICAL SEE NOTE 8 RHINOFLEX PIPE JACKETING SEAL EXPOSED WITH HEAVY DUTY HEAT SHRINK WRAP SHARP SWEEP (MIN BEND RADIUS PER SPECIFICATIONS) TYPE 1 PIPE TRANSITION1NOTTOSCALE SHEET NOTES: 1,SEAL ALL JOINTS AND EXPOSED SECTIONS WITH SIKA FLEX 1A SEALANT. 2.FASTEN FLAT WRAP BAND WITH SELF DRILLING SHEET METAL SCREWS WITH RUBBER WASHERS @ 6”O.C. 3.SEAL JOINT WITH 4*x4"CLOSED CELL NEOPRENE GASKET,ARMACELL A/P ARMAFLEX,ASTM D1056,OR APPROVED EQUAL,TYP 4,CUT 10'SECTIONS AS REQUIRED FOR SHORTER SECTION FIT-UP. 5.SEE TABLE 1 FOR ASTM F2080 STYLE PEX FITTING ADAPTERS,AS SUPPLIED BY ROVANCO,OAE. 6.WATERTIGHT FLASHING,DEKTITE ORIGINAL,OAE ae7.FILL SPACE BETWEEN ARCTIC PIPE AND WALL WITH EXPANDING FOAM 5fINSULATIONTOBONDARCTICPIPETOFACEOFTHEBUILDING 8.PIPE STRAPS AT 12”0.C.MOUNT TO FACE OF BUILDING WITH HDG UNISTRUT.PROVIDE GALVANIC SEPARATION B/W ALUM PIPE STRAPS AND UNISTRUT WITH EPDM RUBBER OR NYLON GASKET. 9.SINGLE CARRIER PIPE SHOWN,DUAL CARRIER PIPE SIMILAR. 16 GA.ALUM FLAT HEAT RECOVERY PIPE SWEEP FITTING W/ADDITIONAL INSULATION & SEE NOTE 5 SEE f MECHANICAL SEE NOTE 8 SHARP SWEEP (MIN BEND RADIUS PER SPECIFICATIONS) HEAT RECOVERY PIPE W/ ADDITIONAL INSULATION & JACKETING (STRAIGHT SECTION) TYPE 2 PIPE TRANSITION2NOTTOSCALE TABLE 1 -PEX ADAPTERS AT BUILDING PENETRATIONS WRAP BAND SPACER [STRAIGHT SECTIONS 12”0.C.[-7 J | ..rae |> BAND. Locanon rremena,|Susbonamare |oun Ts,TYPEOFADAPTER COLD STORAGE /HOTEL SOUTH FACE)NO.1 SINGLE 4 90 DEG ELBOW PEX BY MALE NPT AVEC BUILDING NO.1 SINGLE 4 90 DEG ELBOW PEX BY VICTAULIC CITY OFFICE NO.2 DUAL 2 90 DEG ELBOW PEX BY MALE NPT COLD STORAGE /HOTEL (WEST FACE)NO.2 DUAL 2 90 DEG ELBOW PEX BY MALE NPT SEE NOTE 5 2 '16 GA.ALUM FLAT WRAP BAND 90 DEG FITTING Nf,FAVy RSs HORIZONTAL /VERTICALTAL/VERTICA |[PEX PIPESWEEPFITTINGSQLiu / iffSEENOTE38Pa7 7NZor, WE GRADUAL OR SHARP SWEEP BEND, oo AS REQ'D.MIN.BEND RADIUS eae PER SPECIFICATIONS .._y - ------4 ed --< SEE NOTE 3.iY +--VA --COVER GASKET WITH 4"WIDE 16 GA.ALUM L 6”|6"SEE NOTE 1,TYP "= HESe 12"LONG POLYURETHANE INSULATION HALF-SHELLS ALUM JACKET SECTIONS Ww 16 GA.ALUMINUM FLAT WRAP SEE NOTE 1,TYP BANDS,12"LONG,BUTT JOINTS a TYPICAL HEAT RECOVERY PIPING W/EXTRA INSULATION &JACKETING4NOTTOSCALE HEAT RECOVERY PIPE W/ ADDITIONAL INSULATION & JACKETING (GRADUAL SWEEP VERTICAL FITTINGS) ADDITIONAL INSULATION & JACKETING (STRAIGHT SECTION) SEE NOTE 1 RHINOFLEX PIPE TYPE 3 PIPE TRANSITION3NOTTOSCALE SEE SHEET NOTE 2 %"x6"HDG BOLT W/ NUT &WASHER 2x2x%"ALUM ANGLE CONTINUOUS WELD TO FLAT BAND SEE NOTE 2 16 GA.ALUM FLAT WRAP BAND RHINOFLEX PIPE PER SEE NOTE 9 2”POLYURETHANE INSULATION HALFSHELL TO FIT OVER RHINOFLEX PIPE 16 GA.ALUM FLAT WRAP BAND (CONTINUOUS PIECE) 16 GA.ALUMINUM FLAT WRAP BANDS RHINOFLEX PIPE PER (2SEENOTE96-501, [o)2"POLYURETHANE INSULATION HALFSHELL TO FIT OVER RHINOFLEX PIPE Division of Environmental Health and Engineering 9900 Ambessador Drive,Suite 301 ,Alaska 99508 (907)729-3600 ADJUST SCALES ACCORDINGLY ()i a BAR IS ONE [NCH ON ORIGINAL DRAWING,IF NOT ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNRHINOFLEX PIPE PER (2SEENOTE9 2"POLYURETHANE INSULATION HALFSHELL TO FIT OVER RHINOFLEX PIPE = = &a. ® a a p < Oo} z=] PLAN SEI:AN 14-245 PROJ MGR:TDM PROJ ENG:TM DRUMS ENG:ECH DRAWN BY:XXX SHEET TITLE PIPING DETAILS C-502 sHeet XXX of XXX USER:WKEMP PROOUCT:Civi3D 2015 -20.0s LMS Tech FILE:¢\yobsdote\30306.31 anthe st.mary's heat recovery\OO0 CADD\O1 working set\O1 Civil\KMS-C-SPDETL.dwg LAYOUT:C-502 PRINTED:11/13/2015 4:37:21 PM XXX OFXXXXTOTAL SHEETS 1 |2 J 3 |4 PIPING LEGEND PIPING SYMBOL LEGEND (CONTINUED)LOGIC LEGEND P&ID LEGEND EXISTING DEMOLITION PROPOSED Or ISOLATION VALVE ®CONNECTION POINT _--WATER -><t-__GATE VALVE (E)COLD <EXISTING CONTROL PANEL ---r-ELECTRICAL POWER TO DEVICE OO -OHOT WATER CHECK VALVE [#>SHEET NOTE '">----(y-_ANALOG SIGNAL/DATA ner -----=-Ee phe XXwn-HEATING GLYCOL RETURN PRESSURE REDUCING VALVE ELECTROMAGNETIC xx J PROPOSED CONTROL PANEL (PLC)--(>-DIGITAL SIGNAL(S) 1 -HEATING GLYCOL SUPPLY oe FUSIBLE VALVE Le]FLOWMETER o--o--DATA BUS (INTERNAL LOGIC PATH)DivisionofEnvironmental we _--=--_-- ----srr---.Health and Engineerin: °=™RECOVERED HEAT RETURN At?PRESSURE TEMPERATURE /RELIEF FIELD INSTRUMENT -e---_DATA HIGHWAY (BETWEEN PLC's)2000 ambassadorDrv,Sue 21--mes ---en---=-wa--RECOVERED HEAT SUPPLY senor)720-9600FINNEDTUBE(907)--€HOSE BIBB RADIATION 4 CAP fe -_-CDESIGNATOR INSTRUMENT (BACK OF DOOR)120 *CONTACTOR PIPING SYMBOL LEGEND>?PRESSURE GAUGE or,SONGON FEET x -PIPE DOWN |INSTRUMENT INSIDE PANEL <>MAGNETIC MOTOR STARTERTHERMOMETERx= -Oo PIPE UP A GPM a BALANCING VALVE +TEE DOWN KO PANEL MOUNTED INSTRUMENT -_O-.TEE UP (oy;STRAINER WITH BLOWDOWN ®THERMOSTAT or) -|r--UNION FLOOR DRAIN xxN INSTRUMENT CONTROLLER .=-j--ISO FLANGE CONNECTION cS)PUMP wy a) BAR JS ONE INCH ON ORIGINAL DRAWING,IF NOT TADJUST SCALES ACCORDINGLY ABBREVIATIONS a AAV AUTOMATIC AIR VENT CONT CONTINUED F FARENHEIT GTD GLYCOL TEMPERATURE DROP N/A NOT APPLICABLE TSP TOTAL STATIC PRESSURE ul ADA |AMERICAN WITH DISABILITIES ACT GUIDELINES CONN CONNECTION FC |FORWARD CURVE HC-X |HEATING COIL DESIGNATOR N.C,[NORMALLY CLOSED T'STAT |THERMOSTAT ro) AFF |ABOVE FINISHED FLOOR cP-x CIRCULATION PUMP DESIGNATOR FD [FIRE DAMPER HD [HEAD NO.[NUMBER TYP |TYPICAL xs Oo >AFG |ABOVE FINISHED GRADE CSA CANADIAN STANDARDS ASSOCIATION |FD-X |FLOOR DRAIN DESIGNATOR HGR |HEATING GLYCOL RETURN N.O._|NORMALLY OPEN UH-x [UNIT HEATER DESIGNATOR gre AHAP |AS HIGH AS POSSIBLE csp CONTROLS AND SAFETY DEVICES FLA |FULL LOAD AMPS HGS {HEATING GLYCOL SUPPLY NSF |NATIONAL SANITATION FOUNDATION [UL [UNDERWRITERS LABORATORIES 5 K wo AL ALUMINUM CUH-X CABINET UNIT HEATER DESIGNATOR FLR FLOOR HP HORSEPOWER NTS NOT TO SCALE UPC UNIFORM PLUMBING CODE ec Ww Fat AMP |AMPERES cu COPPER FPmM [FEET PER MINUTE HR [HOUR 0/A [OUTSIDE AIR v VENT ==38 APD |AIR PRESSURE DROP cw COLD WATER FS [FIRE SPRINKLER WATER HW [HOT WATER oc [ON CENTER vac |VOLT-AC =2 19 ARCH |ARCHITECTURAL DEG DEGREE FST FUEL STORAGE TANK HWC HOT WATER CIRCULATED fo)OUTSIDE DIAMETER vDC VOLT--DC om ASME |AMERICAN SOCIETY OF MECHANICAL ENGINEERS DIA /o DIAMETER FT FEET HWR HEATING WATER RETURN PD PRESSURE DROP VEL VELOCITY = ASTM |AMERICAN SOCIETY FOR TESTING AND MATERIALS OIM OIMENSION FIR FIN TUBE RADIATOR DESIGNATOR |HWS HEATING WATER SUPPLY PG PROPYLENE GLYCOL VFD VARIABLE FREQUENCY DRIVE E AS-X |AIR SEPARATOR DESIGNATOR DN DOWN FPF FINS PER FOOT HX--X |HEAT EXCHANGER DESIGNATOR PH PHASE VIR VENT TRU ROOF wo B-X BOILER DESIGNATOR DT-x DAY TANK DESIGNATOR GA GAUGE IN INCHES RPM REVOLUTIONS PER MINUTE Ww WASTE BLDG |BUILDING E/A EXHAUST AIR GAL GALLONS PRESS |PRESSURE S/A SUPPLY AIR w/WITH BTUH |BRITISH THERMAL UNIT/HOUR EG ETHYLENE GLYCOL LGT LEAVING GLYCOL TEMPERATURE PSI POUNDS PER SQUARE INCH SCFM |STANDARD CUBIC FEET PER MINUTE w/o WITHOUT 5 CAP |CAPACITY EGT ENTERING GLYCOL TEMPERATURE LWT |LEAVING WATER TEMPERATURE [PSIG |POUNDS PER SQUARE INCH GAUGE |SP [STATIC PRESSURE wo [WATER COLUMN C/A [COMBUSTION AIR ENT ENTERING MAX [MAXIMUM R/A_[RETURN AIR sQ [SQUARE wG [WATER GAUGE CFH CUBIC FEET PER HOUR ESP EXTERNAL STATIC PRESSURE MBH |THOUSAND BTUH MCC MOTOR CONTROL CENTER T/A TRANSFER AIR WHGR |RECOVERED HEAT RETURN CFM CUBIC FEET PER MINUTE ET-x EXPANSION TANK DESIGNATOR GALV |GALVANIZED MFGR |MANUFACTURER TEMP |TEMPERATURE WHGS [RECOVERED HEAT SUPPLY rs CIRC |CIRCULATING EXH EXHAUST GPM }|}GALLONS PER MINUTE MIN MINIMUM ™THERMAL MANAGEMENT PANEL WPD WATER PRESSURE DROP a cLG [CEILING EXIST/(E)|EXISTING GT-x [GLYCOL FILL TANK DESIGNATOR |MOD |MOTOR OPERATED DAMPER ToD |TOP OF DUCT RTu [RADIO TELEMETRY UNIT 3 Oo} TAG DEFINITIONS TAG NUMBERS TA INITIOGDEF N TYPICAL:LIT-250-INSTRUMENT IDENTIFICATION AIT |ANALYSIS INDICATOR TRANSMIT FORMAT OR TAG NUMBER a AS [ANALYSIS R (TURBIDITY LIT -FUNCTIONAL IDENTIFICATION a SENSOR ()lL.- FIRST LETTER /. CP_|CONTROL PANEL IT =--SUCCEEDING-LETTER(S)z FE |FLOW ELEMENT 250 -LOOP NUMBER & FIT |FLOW INDICATOR TRANSMIT ;7 5 FLOW SWITCH FIRST LETTER SUCCEEDING LETTERS PRON re 1”" LS [LEVEL SWITCH Pty PROJ ENG:TIM NE [PH ELEMENT DRUMS ENG:_ECH TE [TEMPERATURE ELEMENT INSTRUMENT 22%DRAWN BY:wir Tl [TEMPERATURE INDICATOR LOOP NUMBER (INSTRUMENT SYMBOLS)SHEET TITLE TC [TEMPERATURE CONTROLLER MECHANICAL LEGENDS AND ABBREVIATIONS EXPANDED:LIT-250 -TAG NUMBER FORMAT A -OPTIONAL SUFFIX M 001 SHEET XXX or XXX USER:WPLATT PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:j \Jobsdoto\30306.31 anthe st.mary's heat recovery\OO CADD\O1 working set\06 Mechanical \KSM-M-SHLGND.dwg LAYOUT:M-OOt PRINTED:11/13/2015 4:37:29 PM XXX OFAXXXTOTAL SHEETS 1 I 2 |3 I 4 PUMP SCHEDULE PUMPED TOTAL MOTOR DATASYMBOL|MANUFACTURER MODEL FUNCTION /LOCATION medium |CPM lean cer){FLA |(voLts/PH)REMARKS CP-A GRUNDFOS TP 80-240/2 B |HEAT RECOVERY SYSTEM PUMP 50%PG 160 50 9.0 230/460/3 PUMP TO BE PROVIDED WITH VFD,SEALS TO BE SUITABLE FOR PROPYLENE GLYCOL CP-1,2 (E)GRUNDFOS UPC65-160 CITY SHOP &CITY WATER HEAT RECOVERY LOOP 50%PG 120 1t 5.0 230/1 FOR INFORMATION ONLY.EXISTING CIRCULATOR PUMPS TO REMAIN DivisionofEnvironmental cP-B GRUNDFOS MAGNA3 40-80 F |COLD STORAGE/HOTEL HEAT RECOVERY 50%PG 26 10 1.2 230/1 PUMP TO BE PROVIDED WITH INTEGRAL VFD,SEALS TO BE SUITABLE FOR PROPYLENE GLYCOL sanmalth and Engineering cP-C GRUNDFOS MAGNAS 40-80 F {COLD STORAGE/HOTEL HYDRONIC HEATING 50%PG 30 10 1.2 230/1 PUMP TO BE PROVIDED WITH INTEGRAL VFD,SEALS TO BE SUITABLE FOR PROPYLENE GLYCOL picasa” CP-D GRUNDFOS MAGNA3 40-80 F I|CITY OFFICE HEAT RECOVERY 50%PG 30 25 1.2 230/1 PUMP TO BE PROVIDED WITH INTEGRAL VFD,SEALS TO BE SUITABLE FOR PROPYLENE GLYCOL CP-E GRUNDFOS MAGNAS 32-100 F |CITY OFFICE HYDRONIC HEATING 50%PG 11 34 1.61 230/1 PUMP TO BE PROVIDED WITH INTEGRAL VFD,SEALS TO BE SUITABLE FOR PROPYLENE GLYCOL AIR SEPARATOR SCHEDULE SYMBOL |MANUFACTURER |MODEL |SIZE (IN)|CONNECTION |MATERIAL |FLUID REMARKS AS-A SPIROTHERM VDN400 rd FLANGED STEEL 50%PG|1 FOOT PRESSURE DROP,160 GPM,REMOVABLE HEAD FOR CLEANING.AIR AND DIRT SEPARATOR [e)r?ee) R ONE INCH ONaftHEATEXCHANGERSSCHEDULEORIGINALDRAWING,IF NOT_ADJUST SCALES ACCORDINGLY HOT SIDE COLD SIDE SYMBOL |MANUFACTURER MODEL FUNCTION/SERVICE (|CAPACITY TEMP IN|TEMP OUT |FLow |PD TEMP IN|TEMP OUT |FLow |PD REMARKS FLUID |(peg F)|(DEG F)|(cpm)|(pst)|FLYID |(peg F)|(DEG F)|(GPM)|(PSI)a HX--A GEA FP10X20L-200M |AVEC \600,000 \50%EG 195 190 300 3.3 50%PG 172 180 160 1.0 SINGLE WALL BRAZED PLATE HEAT EXCHANGER,4”FLANGED CONNECTIONS ul Hx-B GEA FP10X20--160M CITY SHOP BUILDING HEAT 300,000 50%PG 180 175 120 2.9 50%PG 150 133 40 0.4 SINGLE WALL BRAZED PLATE HEAT EXCHANGER,4”FLANGED CONNECTIONS ¥8 HX--C GEA FP10X20L-80 CITY WATER CIRCULATION 300,000 50%PG 175 169 120 2.8 WATER 38 68 20 0.1 DOUBLE WALL BRAZED PLATE HEAT EXCHANGER,2-1/2"MPT CONNECTIONS qua HX-D GEA FG10X20-100 [COLD STORAGE /HOTEL 200,000 |lsozec|177 160 26 05 [50%PG]155 170 30 0.5 |SINGLE WALL BRAZED PLATE HEAT EXCHANGER,2-1/2”MPT CONNECTIONS wo =oO HX-E GEA Fw5xX20-80 CITY OFFICE 100,000 50%PG 175 160 15 0.8 50%PG 150 170 11 0.5 SINGLE WALL BRAZED PLATE HEAT EXCHANGER,1-1/4"MPT CONNECTIONS Fe x HHa)-_SteEXPANSIONTANKSCHEDULE70inES©TANK VOLUME DIMENSIONS oe SYMBOL MANUFACTURER MODEL FUNCTION MEDIUM |MATERIAL (IN)REMARKS <TOTAL (GAL)|ACCEPTANCE (GAL)=ET-1 (E)|WOOD INDUSTRIAL PRODUCTS |JBER-25-011|WASTE HEAT RECOVERY |50%PG STEEL 158 36 30 EXISTING EXPANSION TANK.FOR INFORMATION ONLY.= ET-2 (E)WOOD INDUSTRIAL PRODUCTS JBER--25-011 WASTE HEAT RECOVERY 50%PG STEEL 158 36 30 EXISTING EXPANSION TANK.FOR INFORMATION ONLY.ie) F] GLYCOL TANK SCHEDULE z, MOTOR DATASYMBOLMANUFACTURERMODELFUNCTIONMEDIUM|MATERIAL {|TANK CAPACITY (GAL)DIMENSIONS (VOLTS /PH)AMP REMARKS GT-A AXIOM SF100 GLYCOL MAKE UP 50%PG STEEL 55 24”DIA X 49H 115/1 0.7.|PACKAGED UNIT WITH CONTROLS,SELF PRIMING TO 7FT,PLUG AND CORD z=| oO z| aFINTUBERADIATIONSCHEDULE'ra) SYMBOL |MANUFACTURER |MODEL |MEDIUM GPM FPF [ECTDEG)LOT DEG [EAT DEC)Brun /LF®REMARKS FT-1 SLANT/FIN BL-75 50%PG |PER PLANS |56.35 180 160 65 513 [OWNER PROVIDED,CONTRACTOR INSTALLED,1 ROW,3/4”-3/4”COPPER/ALUMINUM FINTUBE,NU-WHITE BAKED ENAMEL FINISH,ENCLOSURE HEIGHT 7 3/8” FT-2 SLANT/FIN BL-75 50%PG PER PLANS 56.35 180 160 65 §13 FURNISHED AND INSTALLED BY CONTRACTOR,1 ROW,3/4”-3/4”COPPER/ALUMINUM FINTUBE,NU-WHITE BAKED ENAMEL FINISH,ENCLOSURE HEIGHT 7 3/8” 4 "CAPACITY HAS BEEN DERATED FOR PROPYLENE GLYCOL q x ©117 : vt"lf/7 PLAN SET:AN 14-243laaePt/PROJ MGR:__TLM PROJ ENG:__TLM R DRUMS ENG:_ECH "6 DRAWN BY:wip|bf [5 SHEET TITLE MECHANICAL SCHEDULES sHEET XXX of XXX USER:WPLATT PRODUCT:Civil3D 2015 -20.08 LMS Tech FILE:¢\Jobsdoto\30306.31 anthe st.mory's heat recovery\00 CADD\O!working set\06 Mechanicol \KSM-M-SHSCHD.dwg LAYOUT:M--002 PRINTED:11/13/2015 4:37:39 PM XXX OFXXXXTOTAL SHEETS 1 |2 l 3 |4 CONTROL VALVE SCHEDULE FLOW AP Division of Environmental LOOP |TAG NO.LOCATION SERVICE OPERATION (GPM)|(PSI)CV|SIZE (IN)REMARKS Health and Engineering9900AmbessadorDrive,Suite 301'Anchorage,Alaska 99508100|PRV-100 AVEC HX-A PRESSURE RELIEF ==- -|--|---|3/4 |PRESSURE RELIEF VALVE,50 PSI (907)729-3600200|PRV-200 |COLD STORAGE/HOTEL |Hx-D PRESSURE RELIEF _---|--|--|3/4 [PRESSURE RELIEF VALVE,30 PSI 300 |PRV-300 CITY OFFICE HX-E PRESSURE RELIEF =--|--|--|3/4 |PRESSURE RELIEF VALVE,30 PSI INSTRUMENTATION SCHEDULE LOOP TAG NO LOCATION SERVICE POWER LIMITS REMARKS 100 BTU-100 AVEC HEAT RECOVERY |120/1 a KESSLER-ELLIS SUPERTROL II MODEL ES749ST2-O11N WITH MS811-NEMAST4X ENCLOSURE 100 FM-100 AVEC HEAT RECOVERY |120/1 --ELECTROMAGNETIC FLOW METER 150#ANSI FLANGED CONNECTION,120 VAC,INTEGRAL MOUNTED TRANSMITTER,RATED FOR OPERATING TEMPERATURE OF 210F.SIEMENS SITRANS FM MAG 3100 100 TE-100 B.C AVEC HEAT RECOVERY =-[30-240 DEG F|10K THERMISTOR,TEKMAR UNIVERSAL SENSOR 71 °)= 100 TS-100 COLD STORAGE/HOTEL |HEAT RECOVERY _-Zo LOW TEMPERATURE SWITCH,ADJUSTABLE,SET POINT 160 ¥,GENERAL PURPOSE ASCO MODEL PAI0A/KJIOA4 -esBAH 100 PI-100 A,B,C,D COLD STORAGE/HOTEL |HEAT RECOVERY --0-60 PSI |PRESSURE GAUGE WEKSLER MODEL UA35,LOWER MOUNT,+2-3%ACCURACY,3-1/2”DIAL ORIGINAL DRAWING,IF NOT 100 TE-100 A COLD STORAGE /HOTEL HX-D a -100 OHM PLATINUM,3 WIRE RTD TEMPERATURE SENSOR AD UST SCALES accor 100 FS-100 COLD STORAGE/HOTEL |HEAT RECOVERY |24v DC 3-284F |FLOW SWITCH FOR FLOW/NO FLOW,MCDONALD MILLER,MODEL FS254 100 PS-100 COLD STORAGE/HOTEL |HEAT RECOVERY |120V/1 |4-36 PSI |LOW PRESSURE SWITCH,ADJUSTABLE,SET POINT 10 PSI,SINGLE STAGE,GENERAL ENCLOSURE,TRANSDUCER ALUMINUM &BUNA ASCO MODEL PA20A/RE20A11 > 200 TC-200 COLD STORAGE /HOTEL HX-D 104/120/1 __TEKMAR 155 DIFFERENTIAL CONTROLLER & 200 |PI-200 A,8,C,D,E,F,G|COLD STORAGE/HOTEL HX-D -0-60 PSI |PRESSURE GAUGE WEKSLER MODEL UA35,LOWER MOUNT,+2-3%ACCURACY,3-1/2”DIAL > 200 Tl-200 A,B,C,D COLD STORAGE /HOTEL HX-D ---SOLAR POWERED THERMOMETER WIKA TYPE TI.D01,ADJUSTABLE WITH THERMOWELL y 2 200 TE-200 A,B COLD STORAGE /HOTEL HX-D --[30-240 DEG F]10K THERMISTOR,TEKMAR UNIVERSAL SENSOR 71 <i Z300TC-300 CITY OFFICE HX-E 10A/120/1 _TEKMAR 155 DIFFERENTIAL CONTROLLER oO 2300|PI-300 A,B,C,DE CITY OFFICE HX-E a 0-60 PSI |PRESSURE GAUGE WEKSLER MODEL UA35,LOWER MOUNT,+2-3%ACCURACY,3-1/2”DIAL roman300|TI-300 A,B,C DF.G CITY OFFICE HX-E ----SOLAR POWERED THERMOMETER WIKA TYPE TI.DO1,ADJUSTABLE WITH THERMOWELL att a 300 TE-300 A,8 CITY OFFICE HX-E --|30-240 DEG F|10K THERMISTOR,TEKMAR UNIVERSAL SENSOR 71 =n3 a)Oc < = =7p) = Z g= oO Fa [s)a a le <x fa) x| PLAN SET:AN 14-245 PROJ MGR:_TLM PROJ ENG:ILM DRUMS ENG:ECH DRAWN BY:WIP SHEET TITLE MECHANICAL SCHEDULES sHeet XXX of XXX USER:WPLATT PROOUCT:Civil3D 2015 20.0s LMS Tech XXX OFXXXXTOTAL SHEETSFILE:§¢\Yobsdata\30306.31 anthe st.mary's heat recovery\00 CADD\0O1 working set\O6 Mechanical \KSM-M-SHSCHD.dwg LAYOUT:M--003 PRINTED:11/13/2015 4:37:44 PM 2 3 4 GENERAL THE INFORMATION SHOWN ON THIS DRAWING 1S TAKEN FROM AS-BUILT DRAWINGS AND A NON DESTRUCTIVE WALK THROUGH OF THE FACILITY.THE CONTRACTOR SHALL FIELD VERIFY ALL ITEMS SCHEDULED FOR DEMOLITION PRIOR TO START OF WORK. PLANS -THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.THE DRAWINGS ARE PARTLY DIAGRAMMATIC,NOT NECESSARILY SHOWING ALL OFFSETS OR EXACT LOCATIONS OF PIPING AND DUCTS,UNLESS SPECIFICALLY DIMENSIONED. CODE -ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE (IBC),INTERNATIONAL MECHANICAL (IMC),UNIFORM PLUMBINGCODE(UPC)AND THE NATIONAL ELECTRICAL CODE (NEC)ASAMENDEDBYTHESTATEOFALASKAANDLOCALJURISDICTIONS. EQUIPMENT SUBSTITUTIONS -ALL EQUIPMENT LISTED IS REPRESENTATIVE OF THE STANDARD OF QUALITY AND PERFORMANCE REQUIRED.OR EQUAL SUBSTITUTIONS WILL BE CONSIDERED IF THE SUBSTITUTE CATALOG CUTS ARE SUBMITTED AND ARE SHOWN TO BE EQUAL OR BETTER QUALITY,INCLUDING EFFICIENCY OF PERFORMANCE,SIZE AND WEIGHT. WARRANTY -ALL WORK PERFORMED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE.ANY FAULTY MATERIALS OR WORKMANSHIP SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER DURING THE GUARANTEE PERIOD. MATERIALS -ALL MATERIALS OTHER THAN OWNER SUPPLIED SHALL BE NEW AND UNUSED,INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND IN THE BEST PRACTICE OF THE CRAFT.OBTAIN OWNER'S APPROVAL OF ALL PRODUCTS PRIOR TO ORDERING OR INSTALLING ANY PART OF ANY SYSTEM. ACCESS -PROVIDE WORKABLE ACCESS TO ALL SERVICEABLE AND/OR OPERABLE EQUIPMENT. TEST AND START-UP - DOMESTIC WATER PIPING:TEST PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UPC. HEATING WATER/GLYCOL PIPING:HYDROSTATICALLY TEST ALL PIPING AT 100 PSi FOR A MINIMUM OF 1 HOUR WITH NO NOTICEABLE LEAKS OR PRESSURE DROP.ISOLATE ENGINES AND RADIATORS PRIOR TO TESTING.FLUSH PIPING WITH WATER PRIOR TO CHARGING WITH GLYCOL AND PLACING INTO SERVICE. START-UP EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION.NOTIFY OWNER IF ANY EXISTING EQUIPMENT,THAT !S REQUIRED,TO OPERATE THE SYSTEM IS MALFUNCTIONING.REPLACE ANY CONTRACTOR PROVIDED EQUIPMENT THAT IS MALFUNCTIONING AND RETEST.TEST AND ADJUST CONTROLS AND SAFETIES.REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT AND RETEST. EQUIPMENT INSTALLATION -INSTALL ALL EQUIPMENT WHERE NOTED ON THE DRAWINGS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.PROVIDE MISCELLANEOUS APPURTENANCES,ACCESSORIES,SUPPORTS AND CONTROL CONNECTIONS REQUIRED FOR COMPLETE AND OPERATING SYSTEMS. MAINTAIN ALL MANUFACTURER'S RECOMMENDED CLEARANCES. SEISMIC RESTRAINT -ALL PIPING,AND EQUIPMENT INSTALLED UNDER THIS PROJECT SHALL BE SEISMICALLY RATED AND RESTRAINED FOR A SEISMIC EVENT IN ACCORDANCE WITH THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE AND THE LATEST ADOPTED EDITION OF ASCE 7.SEISMIC CATEGORY 0, COMPONENT IMPORTANCE FACTOR 1.0. PENETRATIONS OF FIRE BARRIERS -PENETRATIONS SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH ASTM £199 OR ASTM E814.SYSTEMS SHALL HAVE AN F RATING NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED. INSTALL FIRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PIPE IDENTIFICATION -FACTORY FABRICATED PLASTIC PIPE MARKERS,FLEXIBLE,SEMI-RIGID PLASTIC,PREFORMED TO FIT AROUND PIPE OR PIPE COVERING;MINIMUM INFORMATION INDICATING FLOW DIRECTION ARROW AND FLUID BEING CONVEYED, CONFORMING WITH ASME A13.1. NSULATION ASTM C547;GLASS FIBER,RIGID,MOLDED, PIPING -NON-COMBUSTIBLE INSULATION;'K'VALUE OF 0.23 AT 757,RATED TO 850,VAPOR RETARDER JACKETED WITH REINFORCED VAPOR RETARDING FACING AND FACTORY -APPLIED LONGITUDINAL ACRYLIC CLOSURE SYSTEM;JOHNS MANVILLE MICRO-LOK OR EQUAL. EXTERIOR INSULATION - ASTMC534,TYPE |,FLEXIBLE CLOSED CELL ELASTOMERIC INSULATION TUBULAR,'K'VALUE OF 0.27 AT 757,OPERATING TEMPERATURE RANGE:-S8F TO 250%.ARMAFLEX HT OR EQUAL. DUCTWORK - VAPOR BARRIER JACKETS:KRAFT REINFORCED FOIL VAPOR RETARDING BARRIER AND FACTORY APPLIED SELF-SEALING ADHESIVE JOINTS. EXTERIOR JACKETING - PROVIDE FLEXIBLE WEATHER-FROOPING JACKET COMPRISED OF A RUBBERIZED BITUMINOUS MEMBRANE WITH EMBOSSED UV RESISTANT ALUMINUM FOIL/POLYMER LAMINATE,PEEL AND STICK PRODUCT.POLYGUARD ALUMAGUARD OR EQUAL. INTERIOR JACKETING - PVC JACKETS AND FITTING COVERS:ONE PIECE,PRE-MOLDED, HIGH IMPACT,UV-RESISTANT POLYVINYL CHLORIDE COVERING FITTINGS AND JACKETING MATERIAL;JOHNS MANVILLE ZESTON 2000 SERIES PVC OR EQUAL.ALL EXPOSED PIPING BELOW 10 FEET IN MECHANICAL ROOM SHALL BE JACKETED. SERVICE PIPE SIZE THICKNESS HEATING GLYCOL/WATER ALL SIZES 1" PIPE EXPOSED TO FREEZING ALL SIZES 2" PIPING DOMESTIC WATER PIPING,ABOVE GRADE - COPPER TUBING:ASTM 888,TYPE L,HARD DRAWN.FITTINGS: ASME B16.18 CAST COPPER ALLOY OR ASME B16.22 WROUGHT COPPER AND BRONZE.JOINTS:ASTM B32,LEAD FREE SOLDER, WATER SOLUBLE FLUX OR VIEGA,PRO PRESS SYSTEM. HEATING GLYCOL/WATER PIPING,ABOVE GRADE - COPPER TUBING:ASTM B88,TYPE L,HARD DRAWN.FITTINGS: ASME B16.18 CAST COPPER ALLOY OR ASME B16.22 WROUGHT COPPER AND BRONZE.JOINTS:ASTM B32,LEAD FREE SOLDER, WATER SOLUBLE FLUX OR VIEGA,PRO PRESS SYSTEM. STEEL PIPE:ASTM A106B,SEAMLESS BLACK STEEL 1-1/4" DIAMETER AND LARGER:SCHEDULE 40 SMALLER THAN 1-1/4" DIAMETER:SCHEDULE 80. FITTINGS TO BE FORGED STEEL WELDED TYPE JOINTS TO BE WELDED FOR ALL PIPING LOCATED IN/AT POWER PLANT. RHINOFLEX- CARRIER PIPING:CROSS-LINKED POLYETHYLENE (PEX )PIPE FOR TEMPERATURES UP TO 204°F.PEX-A PIPE WITH AN OXYGEN DIFFUSION BARRIER. INSULATION:ALL INSULATION MATERIALS WILL BE SUPPLIED BY THE SYSTEM MANUFACTURER AND WILL BE POLYURETHANE CLOSED CELL INSULATION.THE INSULATION WILL BE FURNISHED A MINIMUM OF 1.25"THICK. JACKET MATERIAL:THE OUTER PROTECTIVE JACKET SHALL BE CORRUGATED SEAMLESS POLYETHYLENE COMPLETELY ENCOMPASSING AND PROTECTING THE INSULATION FROM MOISTURE AND DAMAGE,DESIGNED FOR H-20 LOADING AT A BURIAL DEPTH OF 2 FEET MINIMUM.RHINOFLEX DUAL LINE OR EQUAL TO MATCH EXISTING. REAM PIPE AND TUBE ALL CUT ENDS AND THOROUGHLY CLEAN PIPE ENDS AND FITTINGS FOR SOLDERING.REMOVE ALL BURRS, KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT.PROTECT WITH TEMPORARY CAPS OR PLUGS. PIPING SUPPORTS AND HANGERS -SIZED AND SPACED IN ACCORDANCE WITH THE UPC.INSTALLED AS PER THE MANUFACTURERS INSTRUCTIONS. SEAL ALL WALL PENETRATIONS.FOR PIPING 2 INCHES AND LARGER THROUGH EXTERIOR WALLS INSTALL FLASHING AS INDICATED BY CIVIL.ON PIPING SMALLER THAN 2 INCHES AND ON ALL INTERIOR WALL PENETRATIONS SEAL WITH POLYURETHANE CAULKING. DO NOT CUT DRILL OR NOTCH STRUCTURAL MEMBERS UNLESS SPECIFICALLY APPROVED BY ENGINEER.MINIMIZE PENETRATIONS AND DISRUPTION OF EXISTING BUILDING STRUCTURE. ' VALVES. BALL VALVES -CLASS 150,BRONZE TWO PIECE BODY,FULL PORT, FORGED BRASS,CHROME PLATED BALL,TEFLON SEATS AND STUFFING BOX RING,BLOW-OUT PROOF STEM,LEVER HANDLE, SOLDER ENDS,OR VIEGA PRO-PRESS SYSTEM. SWING CHECK VALVES -UP TO 2 INCHES:CLASS 125,BRONZE SWING DISC,SOLDER,SCREWED OR VIEGA PRO-PRESS SYSTEM ENDS.OVER 2 INCHES:CLASS 125,IRON BODY,BRONZE TRIM, SWING DISC,RENEWABLE DISC AND SEAT,FLANGED ENDS. RELIEF VALVES -THREADED END,BRONZE BODY,TEFLON SEAT, STEEL STEM AND SPRINGS.AUTOMATIC,DIRECT PRESSURE ACTUATED,ASME CERTIFIED AND LABELED. BUTTERFLY VALVE -DUCTILE IRON,BODY,LUG STYLE ENDS,316 STAINLESS STEEL TRIM,150LB FLANGE PATTERN,LOCKING HANDLE, 316 STAINLESS STEEL DISC,PTFE LINED EPDM SEAT.APOLLO 141 SERIES,KEYSTONE MODEL 920,OR APPROVED EQUAL. FLANGES,UNIONS,AND COUPLINGS: COPPER PIPING:CLASS 150,BRONZE UNIONS WITH SOLDERED OR BRAZED JOINTS. DIELECTRIC CONNECTIONS:UNION WITH GALVANIZED OR PLATED STEEL THREADED END,COPPER SOLDER END,WATER IMPERVIOUS ISOLATION BARRIER. FLANGES FOR 2-1/2 INCHES AND LARGER -COPPER PIPING:CLASS 150,SLIP-ON BRONZE FLANGES. GLYCOL SOLUTION INHIBITED PROPYLENE GLYCOL AND WATER SOLUTION PREMIXED 50%GLYCOL -50%WATER,SUITABLE FOR OPERATING TEMPERATURES FROM -60 DEG F TO 250 DEF F.MATCH EXISTING DOWFROST PROPYLENE GLYCOL.COORDINATE WITH OWNER PRIOR TO ORDERING. RONI IN-LINE CIRCULATORS WITH INTEGRAL VARIABLE FREQUENCY DRIVE -PUMP TO BE QUIET INLINE WET ROTOR DESIGN.IMPELLER:TYPE 304 STAINLESS STEEL.BEARINGS:TUNGSTEN CARBIDE SHAFT BEARING SURFACES.SHAFT:STAINLESS STEEL.MOTOR SHALL BE OF THE INTEGRATED VARIABLE FREQUENCY DRIVE DESIGN CONSISTING OF A MOTOR AND A VARIABLE FREQUENCY DRIVE (VFD)BUILT AND TESTED AS ONE UNIT BY THE SAME MANUFACTURER.WITH ANALOG INPUT OPTION CARD AND INTEGRAL VFD CONTROLLER.GRUNDFOS MAGNA3 OR EQUAL. IC_SPECIALTI STRAINERS -SIZE 2 INCH AND UNDER:SCREWED BRASS OR IRON BODY FOR 175 PSIG WORKING PRESSURE,Y PATTERN WITH 20 MESH STAINLESS STEEL PERFORATED SCREEN. STRAINERS -SIZE 2-1/2 INCH TO 4 INCH:FLANGED IRON BODYFOR175PSIGWORKINGPRESSURE,Y PATTERN WITH 3/64 INCH STAINLESS STEEL PERFORATED SCREEN. AUTOMATIC AIR VENT -BRASS BODY,SELF CLOSING FLOAT OPERATED VALVE,SCREW ON CAP,MIN 1/4"NPT CONNECTION. PROVIDE WITH GAUGE COCK ISOLATION.MAID-O-MIST NO.75 OR EQUAL. BALANCE VALVES -STRAIGHT PATTERN,INSIDE SCREW GLOBE VALVE FOR 125 PSIG WORKING PRESSURE,WITH BRONZE BODY AND INTEGRAL UNION FOR SCREWED CONNECTIONS,RENEWABLE COMPOSITION DISC,PLASTIC WHEEL HANDLE FOR SHUT-OFF SERVICE,AND LOCKSHIELD KEY CAP FOR BALANCING SERVICE. INSTALL PER MANUFACTURER'S INSTRUCTIONS.B&G CIRCUIT SETTER OR APPROVED EQUAL. PRESSURE GAUGE ISOLATION VALVES -GAUGE ISOLATION VALVE: LEVER OR T-HANDLE BALL VALVE,BRASS BODY,CHROME PLATED BRASS BALL,TEFLON SEAT.MODEL 886 AS MANUFACTURED BY TRERICE OR APPROVED EQUAL. INSTRUMENTATIONANDGAUGES. CONTROL VALVES - UP TO 2 INCHES:GLOBE PATTERN,BRONZE BODY,BRONZE TRIM, RISING STEM,RENEWABLE COMPOSITION DISC,SCREWED ENDS,WITH BACK SEATING CAPACITY,REPACKABLE UNDER PRESSURE.SIZE VALVE OPERATORS TO CLOSE VALVES AGAINST PUMP SHUT OFF HEAD. VALVES FOR TWO-POSITION SERVICE TO BE LINE-SIZED WITH FULL PORTS.VALVE BODY RATED FOR SERVICE PRESSURE OF 125 PSIG AT 250°F. THERMOMETERS -SOLAR POWERED THERMOMETER,ADJUSTABLE ANGLE,3/8"LCD DIGIT DISPLAY,HIGH IMPACT ABS CASE,GLASS PASSIVATED THERMISTOR SENSOR,ALUMINUM STEM,ACCURACY 1% OF READING,LUX RATING:10 LUX,SCALE CALIBRATED 1N BOTH DEGREES F AND DEGREES C.PROVIDE WITH THERMOWELL WHERE REQUIRED,WIKA TYPE TI.DO1 PRESSURE GAUGES -3-1/2 INCH DIAMETER CAST DRAWN STEEL CASE,BRONZE BOURBON TUBE,BRASS MOVEMENT,BRASS SOCKET, BLACK GRADUATION AND MARKINGS ON WHITE BACKGROUND,1.5 PERCENT FULL SCALE ACCURACY,SCALE CALIBRATED IN PSI, GLASS WINDOW,O TO 60 PSI SCALE. SEE INSTRUMENTATION SCHEDULE FOR OTHER TEMPERATURE SENSORS AND OTHER INSTRUMENTATION. Division of Envir al Health and Engineering 3900 Ambassador Drive,Suite 301 Anchorage,Alaska 99508 (907)729-3600 t')” | BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNINITDESCRIPTIONDATEMRKPLAN SET:AN 14-243 PROJ MGR:TL PROJ ENG:TM DRUMS ENG:_ECH DRAWN BY:WIP SHEET TITLE MECHANICAL SPECIFICATIONS M-004 sHeeT XXX of XXX USER:WPLATT PRODUCT:Civii3D 2015 -20.0s LMS Tech FILE:j \Jobsdata\30306.31 anthe st.mary's heat recovery\OO CADD\O1 working set\06 Mechonical\KSM-M SHSPEC.dwg LAYOUT:M-004 PRINTED:11/13/2015 4:37:52 PM XXX OFXXXXTOTAL SHEETS v ee et aes *2 FR ee,rm ,eeeJoopTYNES .ye .:Pret a 4 *glkAoeecneatder:aoried"4aree DivisionofEnvironmentalquaefdHealthandEngineeringtyoe3900AmbassadorDrive,Suite 301+ag EM 4 Anchorage,Alaska 99508«:(907)729-3600 oe Me on ey "seafeareae >7IN{S BUILDING SEE SHEET M-102 aan 2 em r P| .LY eS a.\\o®BAR IS ONE INCH ON ih he *\ORIGINAL DRAWING,IF NOTEXISTINGABOVEGRADEHEAT!\ADJUST SCALES ACCORDINGLY |"RECOVERY LINES BETWEEN AVEC ”\Be = :ee \ont FOR WORK IN THIS et gt7 FAG ADS co iN tages L eb a \ernbee am aof4FORWORKINTHISBUILDINGSEESHEETM-101 5 ealWiecdiithonaeeteaeeySeerBot.ge - -" "."atadae”ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNa +|ot - #z ea .me OR ge a "¢CITY OFFICEbal*+ "'ope -:ao a -aoe ta.:ee \ .-:.ee ",*Ae |7,-*:"Ue :a er ,:re,aeTe ee ee ar a ay vest ee Ve nS FOR WORK IN THIS BUILDING SEE SHEET M-103 |a ae - .Ea i aa Ee ee st Keicat eaea=Say Re 'Na \©#€a tie *s oes,*kK _- ;°ok "aN am Ws . -' aan vA:ot r-A\\\Z”"\is yg "7 .,= 'a Fi v ean "7 :aa w me ilrs;--Dacia tic::!3 OS yataatli oat *rae \ee reproseyO4PROPOSEDABOVEGRADE.”»*\re ee Doers HEAT RECOVERY PIPELINE #7,Oo \\A *%zPoo»«2-77")SHOW FOR REFERENCE ONLY "\o\4 '=cr ae SEE CIVIL FOR ROUTING A a ae F te 8ogae.CO RE ONE FT a a v ca Me 8 beac at”att \siedhcaly aeTem:ae :OR \\:coLD j PROPOSED BURIED HEAT 2oolfio©Vk S STORAGE/HOTEL|RECOVERY PIPELINE SHOW ra|ws :'FP;semen,gpemeons wt FOR REFERENCE ONLY SEE aT -\i gciVIL FOR ROUTING-ca \& +o me . ee $eoTee}L\&Fe.Ai ¥ae+e i.oy qa x oe =] ig \PLAN SET:AN 14-243 t.\PROJ MGR:___TLM fe.;PROJ ENG:TM a Le DRUMS ENG:ECH '=DRAWN BY:WIP r SHEET TITLE i MECHANICAL SITE 2 PLAN SITE PLAN 4 ---|SCALE:1"=30°M-100 sHeeT XXX of XXX USER:WPLATT PRODUCT:Civii3D 2015 -20.0s LMS Tech FILE:¢\Yobsdata\30306.31 enthe st.mary''s heat recovery\O0 CADD\O1 working set\O6 Mechanical \KSM-M-SHSITE.dwq LAYOUT:M--100 PRINTED:11/13/2015 4:38:20 PM XXX OFXXXXTOTAL SHEETS 4"(E)WHGS/WHGRJTOCITYSHOPpiHcR|"4 WHGR » |r HXx-2 (E) OFFICE t:[OFFICE St CUMMINS DFEK (E){E) CAT 3512 (E) a v Za GENERATOR5"(E)WHGS/WHGR 3 L_BAY wy '--Fo MECHANICAL DEMO PLAN -AVEC d SCALE:1/8”=1'-0"f DEMOLISH EXISTING HEAT EXCHANGER TO THE EXTENT REQUIRED TO INSTALL NEW HEAT EXCHANGER DEMOLISH EXISTING HEAT RECOVERY MODULE AND ALL ASSOCIATED PIPING AND EQUIPMENT [3>DEMOLISH PIPING ONLY TO THE EXTENT REQUIRED TO MAKENEWPIPINGCONNECTIONS EXISTING HX-1 TO BE DEMOLISHED. abe :seenDEMOLISH PIPING TO THE EXTENT REQUIRED TO MAKE NEW CONNECTION TO BOILERS AND INSTALL NEW iw|Ds.KEHX=1 ae INNI TEMPERATURE GAUGE (E)(TYP) PRESSURE GAUGE 6"(E)COOLANT LINE FROM GENERATOR TO HEAT RECOVERY SYSTEM FROM HEAT RECOVERY SYSTEM 6"(E)COOLANT LINE TO RADIATORSxISOLATIONVALVE(E)(TYP) 74 7 -HX-1 DEMOLITION (E)(TYP) NOT TO SCALE(+)DETAIL foMager |PRESSURE RELIEF VALVE (E)(TYP) 6”(E)COOLANT LINE FROM GENERATOR 1 |2 J 3 if 4 oth "A>, y T -Rr RADIATORS (E)6 AE)COOLANT PRESSURE RELIEF y ". |t GENERATOR [VALVE (E)(TYP)2 : }Cc a T ¥¥I NOTES -DEMOLITION:%=%¢9,4,¥Catt oo Division of Environmental Health and Engineering 9900 Ambassador Drive,Suite 301 ,Alaska 99508 {907)729-3600 0 " P| BAR 1S ONE [NCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNPN BTU-100 TO BE on . TO HEAT RECOVERY INSTALLED ON WALL RADIATOR RADIATOR Gr (ED COOLANT INSTRUMENTATION ws SYSTEMaq"2 ag:OF MEZZANINE P(E)(E)GENERATOR -4"(E)ee re FROM HEAT RECOVERY 7 A T T WHGS/WHGR TO mae |ibe SYSTEM = >CITY SHOP,ie in.a,Zz PARTS >on SEE CIVIL FOR ieaS . ROOM 4 ae CONTINUATION wara(7 CONTROL 4 wick -}1 Ets ,2 ROOM .=<n any>”,Pat. _ wick ts |3 EXHIBIT PHOTO -AVEC HX-1 (E)"er Ney,z nt |G NOT TO SCALE & Hos HGS =6 5 a A Fat A t HX-2 (E)|| OFFICE CUMMINS CAT 3508 $3 CAT 3512 DFEK (E)(E)#(E)NOTES -REMODEL: aWY [1 >FOR AVEC TIE-IN PIPING SCHEMATIC SEE 4/M-101 Fi OFFICE Ley!|4 ef ” 'WHGS/WHGR >Piceneraton U [2>INSULATED HEAT EXCHANGER TO BE FLOOR MOUNTED 6 (E)COOLANT LINE :BAY & 4 &3 x PIPING TO BE ROUTED AS HIGH AS POSSIBLE,FIELD |b___,_IL eer J}COORDINATE FINAL PENETRATION LOCATIONS WITH CIVIL TEMPERATURE PLAN SET:AN 14-243 7,7 GAUGE (E)(TYP)ISOLATION VALVE (E)(TYP)PROJ MGR)TMid[[4>INSTALL FLOW METER SUCH THAT IT IS ALWAYS FILLED WITH PROJ ENG:TL LIQUID,PROVIDE STRAIGHT LENGTHS AT INLET AND OUTLET IN PRESSURE GAUGE DRUMS ENG ECA_4F ACCORDANCE WITH MANUFACTURERS INSTALLATION (E)(TYP): SEE CIVIL FOR DRAWN BY:WIP CONTINUATION INSTRUCTIONS SEE aE OFFSET EXISTING COOLANT LINES AS REQUIRED TO CONNECT TO NEW HEAT EXCHANGER 7 MECHANICAL PLAN- - :iq AVEC 2 MECHANICAL PLAN -AVEC J 5 DETAIL -HX-1 REMODELSCALE:1/8”=1°-0"f NOT TO SCALE sHeeT XXX of XXX USER:WPLATT PRODUCT:Civii3D 2015 20.0s LMS Tech FILE:j \gobsdota\30306.31 onthe st.mary's heat recovery\OO CADD\O1 working set\06 Mechanical \KSM-M-SHPLAN--AVEC.dwg LAYOUT:M--101 PRINTED:11/13/2015 4:38:31 PM XXX OFXXXXTOTAL SHEETS jN1"WHGR UP TO EXPANSION TANKS LOCATED IN MEZZANINE ---+-« cP-1 (E)5 PIPING SHOWN SEPARATED FOR CLARITY,SEE EXHIBIT PHOTO 3/M-501 FOR STACKED CONFIGURATION 4"WHGR UP TO MEZZANINE -4"WHGS UP TO MEZZANINE -_/\- cP-2 (£E)-77 fi 4"WATER LINES TO aa T= CITY WATER CIRCULATION LOOP cP-4 (E)84 »>BOILER ROOM HX-1 (E)TO BE DEMOLISHED HXx-2 (E)TO BE DEMOLISHED 2 1/2”HGS/HGR TO CITY SHOP HYDRONICtHEATINGSYSTEM aoe"heed Hh DEMO PLAN -CITY SHOP BOILER ROOM PIPING SHOWN SEPARATED FOR CLARITY,SEE EXHIBIT PHOTO 3/M-501 FOR STACKED CONFIGURATION 3/8”=1-0" 4"WHGR UP TO MEZZANINE -4"WHGS UP TO MEZZANINE cP-1 (E)WA I -\-orEXISTING EXPANSION TANKS ON MEZZANINE ABOVE O BE DEMOLISHED 4°PIPING WHGS/WHGR IN TO MEZZANINE ABOVE EXISTIN ; , edi EXHIBIT PHOTO EXISTING HX-2 TO BE DEMOLISHED EXISTING TO BE DEMOLI Division of Environmental Health and Engineering 9900 Ambassador Drive,Suite 301 oO w [| BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNNO SCALE 1”WHGR UP TO EXPANSION U7!TANKS LOCATED IN MEZZANINE --+4 \/=ay a cP-2 (E) -pr a = uxen 1 ye * aA ra je Zz 4"WATER LINES TO 74 7 3 ec CITY WATER HX-C -a. CIRCULATION LOOP CP-3 (E)cP-4 (E)&e x Ha Oy 3 SHEET NOTES;8 8 BAY [1 >FOR END USER PIPING SCHEMATIC SEE -1/M-501 J BOILER ROOM 7 [2>INSTALL AUTOMATIC AIR VENTS ON HIGH POINTS SYSTEM WHERE REQUIRED AREA OF WORK 4 im [[3_>EXISTING CIRCULATION PUMPS CP=1 AND CP 2 TO REMAIN [¥ = 2 1/2"HGS/HGR TO PLAN SET:AN 14-743 CITY SHOP HYDRONIC PROJ MGR:TLM HEATING SYSTEM PROJ ENG:_TLM Y DRUMS ENG:_ECH DRAWN BY:WIP -iA_in SHEET TITLEAACITYSHOP MECHANICAL PLAN - CITY SHOP2REMODELPLAN-CITY SHOP BOILER ROOM d3/8”=1'-0"M-102 sueeT XXX of XXX USER:WPLATT PRODUCT:Civii3D 2015 -20.0s LMS Tech FILE:£\Jobsdata\30306.31 anthe st.mary's heat recovery\00 CADD\01 working set\O6 Mechanical \KSM-M-SHPLAN-CI TYSHOP.dwg LAYOUT:M-102 PRINTED:11/13/2015 4:38:37 PM XXX OFXXXXTOTAL SHEETS cS9 TT Tas HEPRRIN.Kate ZL” Me, EXHIBIT PHOTO DEMOLISH EXISTING HEAT EXCHANGER AND ASSOCIATED PIPING ROUTE NEW HEAT RECOVERY PIPING ADJACENT TO EXISTING BUILDING HEAT PIPING MAKE CONNECTION TO EXISTING BUILDING HEAT LINES HERE DEMOLISH EXISTING BUILDING HEAT LINES GT-1 TO BE INSTALLED IN THIS AREA PER TTNO SCALE ae "Ae 2°WHGS/WHGR TO -- CITY OFFICE BUILDING. SEE CIVIL 4/M-103 LINES ROUTED ALONG ---EXISTING BUILDING HEAT HALLWAY TO EAST WALL OF DEMOLISH EXISTING BTU METER DEMOLISH EXISTING BUILDING HEAT LINES DEMOLISH EXISTING HEAT RECOVERY PIPING AND ASSOCIATED INSTRUMENTS/FITTINGS UTILIZE EXISING WALL PENETRATIONS FOR INSTALL OF NEW HEAT Division of Environmental Health and Engineering EXHIBIT PHOTO RECOVERY PIPE PHOTO 1/M-103 -ROUTE WASTE HEAT PIPING ADJACENT TO EXISTING PIPING.SEE EXHIBIT TO GLYCOL SYSTEM FLEXIBLE SYSTEM CONNECTION HOSE LID ASSEMBLY --NAMEPLATE LABEL BAR JS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY L)r P|ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNBUILDING Va |_|L |[PRESSURE RELIEF _ a VALVE []Z| HGS HGS HGS \7 GT-A FOR DETAIL LABEL WITH"WHGS/WHGR -He -7 oR HR wor \|SEE 5/M-103 GLYCOL BRAND Lo 83 wHcs wacs,wees 5 weror .cal [ P-ROUTE PIPE TO x3 cs --A HIGH AND HGS/HGR TO/FROM gI-An THE WAY PROVIDE SEISMIC A =| -HEATING SYSTEM NI RESTRAINT =| |2”WHGS/WHGR ROUTED N cp-c rs) ALONG HALLWAY TO EAST NI ra A WALL OF BUILDING,SEE N Hxep GLYCOL MIX TANK a :3/M-103 FOR 4{CONTINUATION 2"WHGR --e¥-cp-p LOW FLOW/NO FLOW 2°WHGS if |[_--3 ALARM FOR CP-A 7 |me --oo AS-A/wes ora t 5 GLYCOL TANK DETAIL ba 7 TT -=a 4 NO SCALE i: 2"WHGS/WHGR ROUTED ALONG cp-a /yn 6 z HALLWAY TO WEST WALL OF LOW PRESSURE ALARM /al "o = BUILDING.SEE 2/M-103 FOR cP=A 7 aH!PLAN SET:AN 14-243 CONTINUATION 4"WHGS/WHGR TO/FROM AVEC ia PROJ MGR:___TLM POWER PLANT.SEE CIVIL COLD PROJ ENG:__TLMSTORAGE/HOTEL DRUMS ENG:_ECHBUILDINGDRAWNBY:WIP d ZG SHEET TITLE 3 DEMO PLAN -COLD STORAGE/HOTEL d 4 MECHANICAL PLAN -COLD STORAGE/HOTEL MECHANICALPLAN- SCALE:1/4”=1-0"SCALE:1/2"=1-0 f )COLD STORAGE HOTEL AREA OF WORK SS ' M-103 7 _sHeeT XXX of XXX USER:WPLATT PROOUCT:Civii3D 2015 20.0s LMS Tech FILE:¢\Jobsdato\30306.31 anthe st.mary''s heat recovery\OO CADD\O1 working set\06 Mechanical\KSM-M-SHPLAN-CSHOTEL.dwg LAYOUT:M-103 PRINTED:11/13/2015 4:38:50 PM XXX OFXXXXTOTAL SHEETS =N1"HGS/HGR TO MECH _/ll \ ROOM,SEE 2/M-104 FOR CONTINUATION 1”HGS/HGR L__.HGS/HGR TO MECH ROOM,SEE 2/M-104 FOR CONTINUATION MECHANICAL PLAN -CITY OFFICE FUEL PLUMBING [|C TANK (E)Le -t5 ,'STORAGE WHE)CHASE [COI SToRAcE rc 3/4"HGR AN JN STORAGE PANEL (E) ial fal --cu F a]c at tyESeeeeeeeeewewewewee-Tc eu 8 LF 8 LFa"HGS/HGR |P /Ft-2\(e1-})\ran cl 5-)Cp |ou.reco")Cf)Me]24/HEATER (E)| STORAGE ![|FUEL-U -5 4 a OFFSET SHOWN TANK "§3/4"HGS/HGR FOR CLARITY,(E) 4 3/4"HGS |aN RETURN PIPING ROUTED THROUGH A[Binco HAL]au -SEE 2/M-501 FOR ENLARGED \ an BASEBOARD MECHANICAL ROOM PLAN |CASING (TYP)a)|>)----\2 UF CI EY,y .==\4 ]3/4”HGS/HGR _ yy,I)ed any :(FD)(et)HGS/HGRSigs,\ely 6=8 LF 8 LF 8 LF 8 LF 8 LFHGSrnFERNcau{-cadhenatcneneeetenntineligeeleianetcentontiantonntentantontaniententenkentienninetententontinel =<>al PENETRATE WALL INTO MECH ROOM SEE EXHIBIT PHOTO X/M-XXX BELOW GRADE HEAT RECOVERY LINES TO/FROM COLDSTORAGE/HOTEL.SEE CIVIL 4 MECHANICAL ROOM PLAN SCALE:1/8"=1°-0" RETURN PROVIDE NEW COIN AIR VENTS ON RETURN END ISOLATION VALVE FLOW CONTROL VALVE SHEET NOTES: ENCLOSURE SUPPLY ENCLOSURE HEATING ELEMENT CONTROL VALVE STRAINER BALL VALVE FINNED TUBE PIPING DETAIL NOT TO SCALE f SCALE:1/2”=1'-0" CONTRACTOR TO PROVIDE ALL REQUIRED FILLER SLEEVES,SPLICE PLATES,VALVE COVERS,AND ENDCAPS FOR A CONTINUOUS owwe\uleatéAg"ex SL el|Cy r, & e e = > 2 ¢ro"TH ce Division of Environmental Health and Engineering o ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGN1 | BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY INITDESCRIPTIONDATEMRKPLAN SET:AN 14-243 PROJ MGR:TM PROJ ENG:TLM DRUMS ENG:ECH ORAWN BY:wip SHEET TITLE MECHANICAL PLAN - CITY OFFICE M-104 SHEET XXX of XXX USER:WPLATT PRODUCT:Civil30 2015 -20.0s LMS Tech FILE:j:\Yobsdato\30306.31 anthe st.mary's heat recovery\OO CADD\O1 working set\06 Mechanical \KSM-M-SHPLAN-CI TYOFFICE.dwg LAYOUT:M-104 PRINTED:11/13/2015 4:39:01 PM XXX OFXXXXTOTAL SHEETS 1 |2 I 3 4 t t HEAT RECOVERY LINESLpep|TO/FROM AVEC POWER PLANT TO EXPANSION --wor oR nor HoR nor HGR HGR HGR s TO BOILER RETURN 3-WAY4"WHGR -- f ---4°WHGS PRESSURE 2"HGR VALVE.(E)2 1/2"HGR &2 3"HGR GAUGE (E)2°WHGR ---N.C.wo.£z |}(TYP)B N.O.N.O.N.O. .O.nod HGR }><}||-->*<-0 >g 4”HGR THERMOMETER (E)(TYP)mom [NO.N.C.Division of Environmental .Health and EngineerinGATEVALVEN.O.I HX-1 (E)-4]_---HGR 21/2"HGR |_e-TO BOILER RETURN 9000 Ambeseador Dre,Bone 001(E)(TYP)N.O.Anchorage,Alaska 99508ih}I (907)729-3600 Q-p><1H4 4”WHGS -L__¢--ck=.RETURN FROM CITY SHOP NO No:4°HGR HYDRONIC SYSTEM 0.2 1/2"HGR5N.O.. N.O. 2"WHGR N.C. i <}><}Hos HGS HGS HGS Saat FROM BOILER DISCHARGEN.C.N.O.|CHECK VALVE |_______sat 2 1/2"HGR(E)(TYP)+2 2°WHGR py (e)]NC.X HX=2 (E)a l ORIGINAL DRAWING.Me NOTL5N.O.X 3"HGR UNION (E)(TYP)ADJUST SCALES ACCORDINGLY a a)[> o wiGR 2 HOR i Cla ti|3 Cd p<}WHGR WHR xO|quaDsLodwid.O.-"_7) ,PIPING SCHEMATIC -DEMOLITION Fo g uu!NO SCALE <tr re=n% ;.>©4 HEAT RECOVERY LINES woL-p-p<-q TO/FROM AVEC POWER PLANT < 70 Oe ANSION l HGR HGR HGR HGR HGR HGR HGR HGR Saae TO BOILER RETURN =-3-WAY4°WHGR -- bw---4"WHGS CAUCE te)2”HGR VALVE (E)2 1/2"HGR ” &ad 2”WHGR X NC.no z z (TYP).0.|N.O.N.O.[Qo HER D ><t--|---><I-4 >= THERMOMETER (E)(TYP)=ZztHN.O.N.C. GATE VALVE ------eX N.0.POINT OF ace >a 21/2"HGR Le-TO BOILER RETURN(E)(TYP)CONNECTION (TYP)NO*"on -z NO.2 1/2"HGR L__.¢--4c -__-__wes--RETURN FROM CITY SHOP FS©No Ke e vec >wexs /HYDRONIC SYSTEM a °o:N.0.X N.0.X N.O.5 2 1/2"HGR i n HR ------HR2”WHGR 3Fa HGS HGS te--FROM BOILER DISCHARGE CHECK VALVE }pet't/4 (E)(TYP)|--UNION (E)(TYP)a ncr-- |§7 1z4”HGR < 2"WHGR @ @ Xnc.NC.X /° cP-1 (E)|CP-2 (E)5 ¢|_/ALve rs :=I N.0.X N.0.X [20 PLAN SET:AN 14-2435PROJMGR.TL &g 8 Hx-B PROJ ENG:TLMzaaFzDRUMSENG:_ECH 4"WHGR YX |DRAWN BY:WIP SHEET TITLE>)Gc I MECHANICALg-SCHEMATICS-CITY|ba SHOP N.O. 2 PIPING SCHEMATIC -REMODEL M-501 NO SCALE sHeeT XXX of XXX USER:WPLATT PROOUCT:Civii3D 2015 -20.0s LMS Tech FILE:j \Jobsdato\30306.31 anthe st.mary's heat recovery\OO CADD\O1 working set\O6 Mechanical \KSM-M-SHSCHM.dwg LAYOUT:M-501 PRINTED:11/13/2015 4:39:07 PM XXX OFXXXXTOTAL SHEETS T-A v1 i 2 3 |4 eA _NaL]-, v eC A ¢ 2"HGS/HGR TO/FROM $. COLD STORAGE /HOTEL => HYDRONIC HEATING %¢SYSTEM te <Attn co ¢HGS Division of Environmental Health and Engineering4"WHGS/WHGR 3900 AmbassadorDrive,Suite 301 5 HGR Anchorage,Alaska 99506(907)728-3600 i 5 1/2”WHGS TO GI-A 66 -_--------BS wcs CS--_-_-HS SS SSBC 2”WHGS/WHGR $$$SnBSnnTO/FROM CITY H FH 7)OFFICE,FOR A CONTINUATION y wWHoR >Or On."SEE 1/M-503 or if WFD or (or,§7 ACP 0 1" er x as 4 ¥Os ®TC },"BAR IS ONE INCH ON °" -"7"TOR <4 r a THRU WALL PENETRATION ORIGINAL DRAWING,IF NOT ]}As -200 /N,4°WHGS/WHGR <'©ia ":ADJUST SCALES ACCORDINGLY ©¢%i /4 A®2 2®i@"A,5 WHGS..v9 AS-A(Gin)'®PI PI 4"WHGS/WHGR(63s)(62s)100D TO/FROM AVEC¥POWER PLANT,ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGN.me SEE CIVIL FOR , "'-N TINUATION7L460fo)co FOR DETAIL SEE i STRAINER DRAIN VALVE (TYP)ISOLATION VALVE (TYP) 5/M-105 (TYP)CHECK VALVE (TYP)4 = 1 PIPING SCHEMATIC -COLD STORAGE/HOTEL z NO SCALE ZzS|e a SEQUENCE OF OPERATION -AVEC:a [va PERA RECOVERED HEAT SYSTEM CIRCULATION PUMP,CP-A ° WILL RUN CONTINUOUSLY.IF SYSTEM SUPPLY ON CALL FOR HEAT THE TEMPERATURE CONTROLLER,TEMPERATURE EXCEEDS 190F AS DETERMINED BY TC=200,WILL COMPARE THE TEMPERATURES OF THE TS-100,CP-A IS TO BE DISABLED. BUILDINGS HEATING RETURN LINE,TE-200A,TO THE RECOVERED HEAT SUPPLY LINE TE-200B,WHEN THE ON LOSS OF FLOW,FLOW SWITCH,FS-100,WILL RECOVERED HEAT IS MORE THAN 5 DEGREES GREATER DISABLE PUMP,CP-A,AND SIGNAL AN THAN THE BUILDING HEATING RETURN LINE PUMP,AUDIBLE/VISUAL ALARM IN COLD STORAGE/HOTEL.ECP-C,SHALL START.WHEN THE TEMPERATURE OF 4 THE BUILDING HEAT IS WITHIN 2 DEGREES OF THE ON LOW PRESSURE,LESS THAN 8 PSI,PRESSURE RECOVERED HEAT LINE THE PUMP SHALL STOP.SWITCH,PS-100,WILL DISABLE PUMP,CP-A,AND xz SIGNAL AN AUDIBLE/VISUAL ALARM IN THE COLD =} PUMP,CP-B,SHALL OPERATE CONTINUOUSLY AND a rOhace /HOTEL,/- = USE ITS INTERNAL CONTROLS TO MAINTAIN 165°F,.PLAN SET:AN 14-243 ADJUSTABLE.PROJ MGR:TIM PROJ ENG:LM DRUMS ENG:_ECH DRAWN BY:WIP SHEET TITLE MECHANICAL SCHEMATICS -COLD STORAGE HOTEL sHeeT XXX of XXX USER:WPLATT PRODUCT:Civii3D 2015 -20.0s LMS Tech FILE:j \obsdoto\30306.31 anthe st.mary's heot recover y\00 CADD\O1 working set\06 Mechanical \KSM-M-SHSCHM--02.dwg LAYOUT:ANTHC TBL_D_SIZE PRINTED:11/13/2015 4:39:17 PM XXX OFXXXXTOTAL SHEETS INTO CITY OFFICE HYDRONIC HEATING SYSTEM 2°HGS/HGR ROUTE TO 6°AFF STRAINER (TYP) L fe) DRAIN VALVE (TYP)i PIPING SCHEMATIC -CITY CHECK VALVE (TYP)- ISOLATION VALVE (TYP) OFFICE 2"WHGS/WHGR SEQUENCEOFOPERATION; ON CALL FOR HEAT THE TEMPERATURE CONTROLLER, TC-300,WILL COMPARE THE TEMPERATURES OF THEBUILDINGSHEATINGRETURNLINE,JE-300A,TO THE RECOVERED HEAT SUPPLY LINE TE-300B,WHEN THE RECOVERED HEAT IS MORE THAN 5 DEGREES GREATER THAN THE BUILDING HEATING RETURN LINE PUMP, CP-E,SHALL START.WHEN THE TEMPERATURE OFTHEBUILDINGHEATISWITHIN2DEGREESOFTHE RECOVERED HEAT LINE THE PUMP SHALL STOP. PUMP,CP-D,SHALL OPERATE CONTINUOUSLY AND USE ITS INTERNAL CONTROLS TO MAINTAIN 160, ADJUSTABLE. PUMP CP-E WHEN ENABLED WILL OPERATE CONTINUOUSLY AND USE ITS INTERNAL CONTROLS TO MAINTAIN 1507,ADJUSTBLE NO SCALE THRU WALL PENETRATION TO/FROM COLD STORAGE/HOTEL,SEE CIVIL FOR CONTINUATION wh NaC >,yalASeeV79,neeos4s,Cfatty6 Division of Environmental Health and Engineering 3900 Ambessador Drive,Suite 301 ,Alaska 99508 (907)729-3600 i)” LC BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNINITDESCRIPTIONDATEMRKPLAN SET:AN 14-743 PROJ MGR:LM PROJ ENG:TU DRUMS ENG:_ECH DRAWN BY:WIP SHEET THLE MECHANICAL SCHEMATICS -CITY OFFICE M-503 sHeet XXX of XXX USER:WPLATT PRODUCT:Civii3D 2015 -20.0s LMS Tech FILE:§\sobsdata\30306.31 anthc st.mary's heat recovery\OO CADD\O1 working set\06 Mechanical\KSM-M-SHSCHM-05.dwg LAYOUT:M-503 PRINTED:11/13/2015 4:39:27 PM XXX OFXXXXTOTAL SHEETS 1 |2 |3 ]4 oth A>, v & <eELECTRICALLEGENDABBREVIATIONSGENERALELECTRICALWORKSPECIFICATIONS;° 4 ALL WIRING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE 2 5oo«CONDUIT RUN,IF SIZE AND NUMBER OF CONDUCTORS ARE A AMPERE NATIONAL ELECTRICAL CODE -NFPA 70 (NEC)BY OR UNDER THE SUPERVISION OF STATE OF 3)FaNOTINDICATED,PROVIDE 1/2”CONDUIT W/3#12 AWG H.N,G.AFF ABOVE FINISH FLOOR ALASKA LICENSED JOURNEYMEN ELECTRICIANS."ae aeertTtte_4TH ©-"CONDUIT,BURIED OR IN-SLAB AVEC ALASKA VILLAGE ELECTRICAL COOPERATIVE ALL WIRING SHALL BE IN CONDUIT IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:oe,BARE COPPER ,HOME RUN TO CIRCUIT BREAKER PANEL,OR HVAC PANEL BCu ALL EXTERIOR WIRING SHALL BE IN GALVANIZED RIGID METAL CONDUIT UNLESS OTHERWISE DivisionofEnvironmental¢c CONDUCTOR NOTED.Health and Engineering-Oo LFMC,SIZE INDICATED ON DRAWING C CONDUIT,SIZE AS NOTED,TYPE AS REQUIRED ee nchorene Atoka aes it circutt ALL INTERIOR WIRING BELOW AFF SHALL BE IN RIGID CONDUIT.(90)7293500cl>CONDUIT RUN -CHANGE IN ELEVATION OWG -sCDRAWING ALL REMAINING INTERIOR WIRING MAY BE IN GRC,EMT,PVC OR LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT.AS PERMITTED BY CODE. 0 DUPLEX RECEPTACLES EMT ELECTRICAL METALLIC CONDUIT fc FOOT CANDLE CONDUIT SUPPORT SHALL BE PROVIDED WITH 2-HOLE STRAPS (INTERIOR AND EXTERIOR).PINCHPeisQUADRAPLEXRECEPTACLESGGROUNDCONDUCTORTYPE(CADDY)CLAMPS ARE APPROVED FOR USE ON EMT OR GRC ON INTERIOR WALLS AND CEILING ONLY. $CFI GROUND FAULT INTERRUPTING SINGLE POLE SWITCH +42"AFF UON CONDUCTORS FOR USE ON THIS PROJECT SHALL BE STRANDED COPPER WITH THWN-2 INSULATIONGRCGALVANIZEDRIGIO(STEEL)CONDUIT FOR INTERIOR AND XHHW-2 INSULATION FOR EXTERIOR.COLOR CODE AS FOLLOWS:$5 3-WAY SWITCH +42”AFF UON H HOT CONDUCTOR HOA HAND OFF AUTO 120/240V WIRING-L1=BLACK,L2=RED,NEUTRAL=WHITE,GROUND=GREEN OR BARE COPPER. 4-WAY SWITCH +42”AFF UON$HL HIGH LEVEL CONTROL WIRING-ANY COLOR OTHER THAN RED,BLACK,GREEN OR WHITE AS ALLOWED UNDER U/L ry ry AND NFPA 79.OCCUPANCY SENSOR HP HORSEPOWER 0 NFPA 79 GAR Ie one Incr ONKVAKILO-VOLT-AMPERES AN EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC ARTICLE 250.122 SHALL BE PROVIDED IN ORIGINAL DRAWING,IF NOT©)JUNCTION BOX LFMC =LIQUID-TIGHT FLEXIBLE METAL CONDUIT ALL CONDUIT RUNS.ROAST SCALES ACCORDINGLY) MLO MAIN LUG ONLY FITTINGS -ALL NON-HUB CONDUIT TERMINATIONS SHALL BE BUSHED EITHER WITH NON-METALLIC@THERMOSTAT N NEUTRAL CONDUCTOR BUSHINGS ON THREADED CONDUITS OR INSULATED THROAT CONNECTORS ON EMT AND BOTH TYPES >OF FLEXIBLE CONDUITS.EMT COMPRESSION TYPE COUPLINGS AND CONNECTORS PREFERRED.ic=CONTROL PANEL ows OIL WATER SEPARATOR cc p POLE BOXES SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:>nt CIRCUIT BREAKER PANEL PE PHOTO ELECTRIC INTERIOR WITH GRC:TYPE FS OR FO DEVICE BOXES,CAST BOXES WITH GASKETED COVERS."8 WwSlMETERBASESWLSWITCHLEGINTERIORWITHEMT:PRESSED STEEL WITH APPROPRIATE GALVANIZED DEVICE COVER,OR AS <¢&TRAV 3-WAY SWITCH TRAVLER WITH GRC.£a7)®SINGLE PHASE MOTOR W/HORSEPOWER INDICATED (F=<1/3HP)TWSH TWISTED SHIELDED EXTERIOR:NEMA 4 WITH GASKETED COVER.o So WwTYPTYPICAL=ooALLCOMPONENTSFURNISHEDFORTHISPROJECTSHALLBELISTEDORLABELEDBYANAGENCYSon®THREE PHASE MOTOR W/HORSEPOWER INDICATED UON UNLESS OTHERWISE NOTED ACCEPTABLE TO THE STATE OF ALASKA DEPARTMENT OF LABOR MECHANICAL INSPECTIONS DIVISION.9 19VVOLTSU/L (UNDERWRITERS LABORATORIES),ETL (EDISON TEST LAB),FM (FACTORY MUTUAL)ARE 5 zACCEPTABLE.NOTE THAT NRTL APPROVAL IS REQUIRED FOR CSA LABELS. = SYSTEM GROUND vFD VARIABLE FREQUENCY DRIVE < XFMR TRANSFORMER INSTALLATION OF CONTROLS AND CALIBRATION SHALL BE PERFORMED IN ACCORDANCE WITH THE =VARIABLE FREQUENCY DRIVE MANUFACTURERS REQUIREMENTS.E (E)EXISTING w INSTRUMENT (SEE TAG) COORDINATE INSTALLATION WITH OTHER TRADES PRIOR TO ROUGH-IN.MAINTAIN AND IDENTIFY FOR ALL OTHER TRADES INVOLVED CLEARSPACE REQUIRED AT ALL COMPONENTS THAT MAY REQUIRE ADJUSTING OR TROUBLE SHOOTING WHILE ENERGIZED. fmtqALARMSTROBEWITHHORNIDENTIFICATION.Z|I MARK ALL CONDUITS ENTERING OR LEAVING PANELBOARDS WITH INDELIBLE BLACK MARKER WITH THE CIRCUIT NUMBERS OF THE CIRCUITS CONTAINED INSIDE.MARK CIRCUIT NUMBERS ON ALL JUNCTIONCHDISCONNECTBOXCOVERS.ALL CONTROL CONDUCTORS TO CONTROL PANELS,INSTRUMENTS,STARTERS,etc.,SHALL BE IDENTIFIED WITH A UNIQUE NUMBERING SYSTEM. zTESTINGEi TEST ALL CONDUCTORS PRIOR TO TERMINATION WITH A SOOVDC MEGOHMETER.REPLACE ALL =CONDUCTORS EXHIBITING LESS THAN 10 MEGOHM IMPEDANCE.REPEAT TEST.9 uu MATERIALS a GENERAL COMPONENTS SHALL BE AS CALLED OUT ON THE PLANS AND LEGEND.PROVIDE AS SPECIFIED AND SHOWN.MANUFACTURER AND PART NUMBER DESIGNATIONS INDICATE THE MINIMUM PERFORMANCE AND QUALITY REQUIRED ON THIS PROJECT. # < Pa) Fed =| PLAN SET:AN 14-243 PROJ MGR:TLM PROJ ENG:TLM DRUMS ENG:_ECH DRAWN BY:XXX SHEET TITLE ELECTRICAL LEGEND AND ABBREVIATIONS sHEET XXX or XXX USER:JJANSSEN PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:§\Jobsdato\30306.31 anthe st.mary's heat recovery\O0 CADD\O1 working set\03 Electrical\KSM-E-SHLGND.dwg LAYOUT:E-O001 PRINTED:11/13/2015 6:17:11 PM XXX OFXXXXTOTAL SHEETS 1 !2 ]3 GENERAL CONTROL SPECIFICATIONS -NOTE:THESE SPECIFICATIONS APPLY TO ALL CONTROLS AND CONTROL PANELS PROVIDED UNDER THIS CONTRACT. GENERAL: FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS REQUIRED FOR FINAL DESIGN, FABRICATION AND INSTALLATION OF THE CONTROL PANELS AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ON ALL OF THE DRAWINGS. STANDARDS,CODES AND REGULATIONS:CONTRACTOR SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC),NFPA 79 AND UL 509. CODE COMPLIANCE NFPA 70 UL 508A UL 913 PRODUCT DATA: INCLUDE MANUFACTURER'S TECHNICAL LITERATURE FOR EACH CONTROL DEVICE.INDICATE DIMENSIONS,CAPACITIES,PERFORMANCE CHARACTERISTICS,ELECTRICAL CHARACTERISTICS, FINISHES FOR MATERIALS,AND INSTALLATION AND STARTUP INSTRUCTIONS FOR EACH TYPE OF PRODUCT INDICATED. EACH CONTROL DEVICE SHALL BE LABELED WITH SETTING OR ADJUSTABLE RANGE OF CONTROL. SHOP DRAWINGS: SUBMITTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.SUBMITTAL FORMAT SHALL BE BASED ON A 22X34 SIZE SHEET WITH EITHER VENDOR'S OR AEA BORDER.CONTRACTOR'S DRAWING STANDARDS SHALL INCLUDE THE REQUIREMENT FOR MINIMUM CHARACTER SIZE (ON 22X34 DRAWING)OF 0.125 INCH.HARD COPY SUBMITTALS SHALL BE 1/2 SIZE (11X17)ON BOND PAPER AND A SINGLE COPY OF A "PDF”FILE AND A .DWG FILE IN AUTOCAD 2008.ELECTRONIC MEDIA SHALL BE SUBMITTED ON CD FORMATTED FOR READING ON INTEL-BASED PC'S (NOT MAC),MICROSOFT WORD OR EXCEL.DATA TO BE INCLUDED ON THE SUBMITTAL DRAWINGS SHALL INCLUDE: OIMENSIONED OPERATOR DOOR AND BACK PANEL LAYOUT SHOWING ALL COMPONENTS. BILL OF MATERIALS WITH MANUFACTURER AND RELEVANT PART NUMBERS. SCHEMATIC DIAGRAM.POWER,SIGNAL,AND CONTROL WIRING.DIFFERENTIATE BETWEEN MANUFACTURER-INSTALLED AND FIELD-INSTALLED WIRING. DETAILS OF CONTROL PANEL FACES,INCLUDING CONTROLS,INSTRUMENTS,AND LABELING. TERMINAL ASSIGNMENTS WITH ALL EXTERNAL COMPONENT TERMINATIONS SHOWN.PROVIDE A "WIRE-LIST”DETAIL SHOWING ALL TERMINALS IN THE ORDER AS THEY APPEAR IN THE PANEL AND DESCRIBE EACH EXTERNAL CONNECTION FOR USE BY THE INSTALLER. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS,WEIGHTS,LOADS,REQUIRED CLEARANCES,METHOD OF FIELD ASSEMBLY,COMPONENTS,AND LOCATION AND SIZE OF EACH FIELD CONNECTION. PROVIDE A WRITTEN DESCRIPTION OF SEQUENCE OF OPERATION. FIELO TEST REPORTS:INDICATE AND INTERPRET TEST RESULTS FOR COMPLIANCE WITH PERFORMANCE REQUIREMENTS. MAINTENANCE DATA SHALL INCLUDE: MAINTENANCE INSTRUCTIONS AND LISTS OF SPARE PARTS FOR EACH TYPE OF CONTROL DEVICE.INTERCONNECTION WIRING DIAGRAMS WITH IDENTIFIED AND NUMBERED SYSTEM COMPONENTS AND DEVICES. STEP-BY-STEP PROCEDURES INDEXED FOR EACH OPERATOR FUNCTION.INSPECTION PERIOD, CLEANING METHODS,CLEANING MATERIALS RECOMMENDED,AND CALIBRATION TOLERANCES. CALIBRATION RECORDS AND LIST OF SET POINTS. PROJECT RECORD DOCUMENTS:SUBMIT ALL CUT-SHEETS,O&M INFORMATION AND INSTRUCTIONS IN EITHER MS WORD OR ADOBE .PDF FORMAT ON CD FORMATTED FOR USE ON INTEL-BASED PC'S. QUALITY ASSURANCE: ALL CONTROL/ALARM PANELS PROVIDED FOR THIS PROJECT SHALL BE LISTED OR LABELED ASANELECTRICALASSEMBLYBYANAGENCYACCEPTABLETOTHESTATEOFALASKA DEPARTMENT OF LABOR -MECHANICAL INSPECTIONS DIVISION.CONSTRUCTION SHALL PROCEED ONLY AFTER THE OWNER APPROVES THE REQUIRED SUBMITTALS. SUBMIT DIMENSIONAL PANEL LAYOUTS TO THE ENGINEER FOR REVIEW BEFORE FABRICATION. PANEL WIRING SHALL FOLLOW THE ELEMENTARY WIRING DIAGRAMS SHOWN ON THE ORAWINGS, OR SHALL BE DESIGNED BY THE VENDOR TO COMPLY WITH THE PERFORMANCE SPECIFICATION WHERE PROVIDED. UPON RECEIPT OF APPROVED SUBMITTALS AND AFTER CONSTRUCTION OF THE PANEL(S), PREPARE AS-BUILT DRAWINGS USING THE APPROVED SUBMITTAL FILES AND SUBMIT WITH PANELS.SUBMIT 3 SETS OF FULL SIZE DRAWINGS ENCLOSED WITHIN EACH PANEL AND A CD WITH A COPY OF AUTOCAD FILES OF THE SUBMITTAL DRAWINGS EDITED TO AS-BUILT STATUS.PROVIDE ONE CD FOR EACH PANEL.THESE DRAWINGS WILL BE INSERTED INTO THE DESIGN SET FOR RECORD DRAWINGS.THE INSERTED AS-BUILT DRAWINGS MAY BE REDUCED TO 80%TO INCLUDE THE ORIGIAL OEM TITLE BLOCK. O&M MATERIAL. PROVIDE DATA CUT SHEETS,CURRENT PRICE AND SOURCE FOR ALL REPLACEABLE COMPONENTS (I.E.PLUG-IN RELAYS,PILOT LIGHT LAMPS,ETC).IF A COMMON COMPONENT IS USED IN SEVERAL PANELS,A SINGLE CUT SHEET/DESCRIPTOR IS ACCEPTABLE IF ALL APPLICABLE PANELS ARE ANNOTATED ON THE SUBMITTAL.ALL PREPARED O&M MATERIAL SHALL BE TYPED IN MS WORD OR SCANNED AND CONVERTED TO .PDF FORMAT. MATERIALS. ENCLOSURES CONTROL PANEL ENCLOSURE:NEMA 12 RATED ENCLOSURE.FINISH PER MANUFACTURER STANDARD.CONTROL PANEL ENCLOSURE INTERIOR SHALL BE PROVIDED WITH A STEEL BACK PANEL FOR MOUNTING OF CONTROL AND POWER DISTRIBUTION COMPONENTS AND GROUND LUG.PROVIDE HINGED LOCKABLE DOOR WITH CONTROLS AND PLACARDS AS SHOWN.HOFFMAN OR EQUAL. WIRE MARKERS SHALL CONSIST OF WHITE OR YELLOW,SLIP-ON ELASTIC SLEEVES SIZED TO TIGHTLY GRIP THE WIRE INSULATION AND MARKED IN BLOCK PRINTING WITH THE LETTERS OR NUMBERS TO IDENTIFY THE CIRCUIT. TERMINAL BLOCKS SHALL BE ALLEN BRAOLEY 1492 H SERIES WITH A MINIMUM RATING OF 600 VOLTS AC AND 30 AMPS.ACTUAL RATING OF TERMINALS SHALL BE DETERMINED BY THE MANUFACTURER AND BASED ON UPSTREAM OVER CURRENT PROTECTION,FAULT DUTY ETC. WHEN DEVICES OR TERMINAL BLOCKS ARE ENCOUNTERED WITH SCREW TERMINALS, TERMINATION SHALL BE BY SLIP ON SPADE TONGUE INSULATED COMPRESSION TERMINATORS. NAMEPLATES SHALL BE INSTALLED PLUMB AND PARALLEL TO THE LINES OF DOORS OR STRUCTURE TO WHICH THEY ARE ATTACHED.A NAMEPLATE SHALL BE PROVIDED FOR EACH PANEL.IT SHALL BE 2"X10"MINIMUM SIZE WITH 1/2 INCH MINIMUM ENGRAVED LETTERS. THE ENGRAVING SHALL BE AS SHOWN ON THE DRAWINGS FOR THE IDENTIFICATION OF EACH PANEL. INSTALLATION CONTROL PANEL ASSEMBLIES CONTROL PANELS SHALL BE FACTORY OR SHOP FABRICATED UNITS COMPLETELY ASSEMBLED, WIRED AND TESTED IN THE PRESENCE OF AN OWNER REPRESENTATIVE BEFORE SHIPMENT TO THE JOB SITE.PANEL CONSTRUCTION SHALL,IN GENERAL,MEET JIC EMP-1--1967 STANDARDS AND APPLICABLE NEMA AND IEEE STANDARDS.THE PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF AND BEAR THE LABEL OF AN ACCREDITED NATIONALLY RECOGNIZED TESTING LABORATORY. OTHER THAN FUSES AND TEST SWITCHES,ALL OPERABLE SELECTORS AND PUSHBUTTONS, INCLUDING MOTOR OVERLOAD RESET,SHALL BE ACCESSIBLE AT THE PANEL DOOR LOCATED BEHIND A CLEAR LEXAN HINGED COVER PANEL. COMPONENTS MOUNTED IN THE INTERIOR SHALL BE FASTENED TO AN INTERIOR BACKPANEL USING MACHINE SCREWS PLUS ADHESIVE TO INSURE VIBRATION-FREE ATTACHMENT. WIRING DUCT SHALL BE PROVIDED FOR WIRING WITHIN THE PANEL ENCLOSURE INCLUDING ALL FIELD WIRING.WIRING WITHIN THE PANEL SHALL BE LABELED WITH WIRE NUMBERS AND RUN IN WIRING DUCT NEATLY TIED AND BUNDLED WITH TIE WRAPS OR SIMILAR MATERIALS. LINE VOLTAGE (120 VOLT OR HIGHER)WIRING IN PANELS SHALL BE CLASS C STRANDED COPPER CONDUCTOR #16AWG,WITH TYPE MTW OR SIS INSULATION. COLOR CODING OF INSULATION SHALL BE BLACK:UNGROUNDED LINE,LOAD,AND CONTROL CONDUCTORS AT LINE VOLTAGE. RED:UNGROUNDED AC CONTROL CONDUCTORS,AT LESS THAN LINE VOLTAGE. BLUE:UNGROUNDED DC CONTROL CONDUCTORS. YELLOW:UNGROUNDED CONTROL CIRCUIT CONDUCTORS THAT MAY REMAIN ENERGIZED WHEN THE MAIN DISCONNECTING MEANS IS IN THE OFF POSITION.THESE CONDUCTORS SHALL BE YELLOW THROUGHOUT THE ENTIRE CIRCUIT,INCLUDING WIRING IN THE CONTROL PANEL AND THE EXTERNAL FIELD WIRING.. WHITE OR NATURAL GRAY:GROUNDED CIRCUIT CONDUCTOR. WHITE WITH BLUE STRIPE:GROUNDED (CURRENT-CARRYING)DC CIRCUIT CONDUCTORS. WIRING WHICH IS AN INTERNAL PART OF A DEVICE AND IS NOT CONNECTED TO EXTERNAL TERMINAL BLOCKS MAY BE WIRED USING THE MANUFACTURER'S STANDARD WIRE DESIGNATIONS.WIRE WHICH CONNECTS TO EXTERNAL CIRCUITS,TO TERMINAL BLOCKS,OR THE NUMBERS SHOWN ON THE ELEMENTARY WIRING DIAGRAMS SHALL IDENTIFY OTHER DEVICES THAT ARE CONNECTED TO EXTERNAL CIRCUITS.EVERY WIRE TERMINATION, INCLUDING ALL JUMPERS,SHALL BE IDENTIFIED WITH WIRE MARKERS.WIRE MARKERS SHALL BE INSTALLED OVER WIRE TERMINATORS OR DIRECTLY ADJACENT TO THEM.MARKERS SHALL BE ARRANGED TO PERMIT READING OF IDENTIFICATION. TERMINAL BLOCKS SHALL BE PROVIDED FOR THE TERMINATION OF POWER AND CONTROL WIRING.WHERE MULTIPLE TERMINAL BLOCKS ARE SHOWN FOR A GIVEN WIRE NUMBER, ADDITIONAL BLOCKS SHALL BE PROVIDED AND JUMPERED AS NECESSARY TO PROVIDE TERMINAL SPACES FOR EACH INDIVIDUAL OUTGOING WIRE. TERMINAL STRIPS SHALL BE MOUNTED ON A FLAT STEEL CHANNEL OR STRUT WHICH RAISES THEM TO THE LEVEL OF THE ADJACENT WIRE GUTTERS (2 INCH TO 3 INCH ABOVE BACKPLATE). PROVIDE SPACE FOR A MINIMUM OF 10 PERCENT ADDITIONAL CONTROL WIRING TERMINAL BLOCKS ON EACH SIDE. NAMEPLATES SHALL BE PROVIDED FOR ALL RELAYS,TIMERS,TRANSFORMERS,FUSES, TERMINAL BLOCK,SWITCHES MOUNTED INTERNALLY,AND OTHER COMPONENTS THAT ARE MOUNTED TO THE INTERNAL MOUNTING PANEL,THESE NAMEPLATES SHALL BE SIZED TO THE SCALE OF THE DEVICE TO WHICH THEY REFER.THE ENGRAVING SHALL BE AS SHOWN ON THE PANEL LAYOUT DRAWING. THE ASSEMBLED PANEL SHALL BE MEGGERED AND TESTED TO BE FREE FROM GROUNDS AND SHORTS.ALL CONTROLLERS,CIRCUITS AND INTERLOCKS SHALL BE RUNG OUT AND TESTED TO ASSURE THAT THEY FUNCTION CORRECTLY BEFORE THE PANEL IS SHIPPED.REVISE ALL DRAWINGS UPON COMPLETION OF THE WORK TO SHOW "AS SHIPPED”CONDITION OF THE PANEL. AFTER COMPLETION OF SHOP ASSEMBLY AND TESTING,PANELS SHALL BE ENCLOSED IN HEAVY-DUTY POLYETHYLENE ENVELOPES OR SECURED SHEETING TO PROVIDE COMPLETE PROTECTION FROM DUST AND MOISTURE.DEHUMIDIFIERS SHALL BE PLACED INSIDE THE POLYETHYLENE COVERING.THE EQUIPMENT SHALL THEN BE SKID-MOUNTED OR CRATED FOR FINAL TRANSPORT.SHIPPING WEIGHT SHALL BE SHOWN ON SHIPPING TAGS,TOGETHER WITH INSTRUCTIONS FOR UNLOADING,TRANSPORTING,STORING,AND HANDLING ON JOB SITE. TESTING: FACTORY TESTS -PRIOR TO SHIPPING,PANEL MANUFACTURER SHALL DEMONSTRATE PANEL OPERATION,WITNESSED BY AN OWNER'S REPRESENTATIVE.PANEL WILL NOT BE RELEASED FOR SHIPMENT UNTIL ALL FUNCTIONS HAVE BEEN VERIFIED.MANUFACTURER SHALL PROVIDE SIMULATED INPUTS FOR THE PURPOSE OF ENABLING EACH ALARM AND CONTROL FUNCTION REQUIRED BY THE DESIGN AND FUNCTIONAL DESCRIPTIONS.TESTING WILL NOT TAKE PLACE UNTIL AS-BUILT DRAWINGS HAVE BEEN SUBMITTED.PROVIDE 10 DAYS NOTICE FOR ALL TESTS. TESTING SHOULD TAKE PLACE IN ANCHORAGE AT A LOCATION WHERE PANEL MODIFICATIONS MAY TAKE PLACE WITHOUT JEOPARDIZING VENDOR'S LABELING REQUIREMENTS.IF AN ALTERNATE LOCATION IS PROPOSED OUTSIDE OF ANCHORAGE,ALL TRAVEL,LODGING AND BOARDING COSTS (LODGING AND BOARDING EXPENSES NOT TO EXCEED POSTED FEDERAL PERDIEM RATES)WILL BE INCLUDED IN THE VENDOR'S BID. Division of Environmental Health and Engineering 3900 Ambessador Drive,Suite 301Anchorage,Alaska 99508(007)729-3600 ADJUST SCALES ACCORDINGLY Oo r Pt BAR JS ONE INCH ON ORIGINAL DRAWING,IF NOT ST.MARY'S,AKST.MARY'SHEATRECOVERYTRKINITDESCRIPTIONHHH|HAEDATEis]MRKPLAN SET:AN 14-243 PROJ MGR:LM PROJ ENG:TRK DRUMS ENG:_ECH DRAWN BY:WJ SHEET TITLE ELECTRICAL SPECIFICATIONS E-002 SHEET 1 oF # USER:JJANSSEN PRODUCT:Civil30 2015 -20.0s LMS Tech FILE:¢\Jobsdata\30306.31 onthe st.mary''s heat recovery\O0 CADD\O1 working set\03 Electrical\KSM-E-STSPEC.dwg LAYOUT:E-002 PRINTED:11/13/2015 6:17:24 PM 10 OFXXXXTOTAL SHEETS - s ta won Aaa ot el /” f - F .od 7” z > wt . ” , -s 7 a 7 oe 7 a ”*%.ae *iN ;.-"ey _on ™Eaale:' +a 4 ey :we onr"tl' *a |>2 Division of Envi tal a.*.4 Health and Engineering ges 4%9900 AmbessadorDrive,Suite 301:iad i Anchorage,Alaska 99508 -eG (907)729-3600 *.* t re FO 4 ,-Wea rd a ee NE®Ney k.Ne *'v a ye {as : me +oy e . S (r BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY \7<apen .;r gh wf -we one aba a oe .BE ae "wn oT ;5 oe,os a _<;on ec ae .a®"6 vate ee «eo at +-% 5 *. . a ia . Lc ce ar _A CITY OFFICE ao tw aan \;AST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGN7 ont ue a -*'aoa -a \«bf,:ae 7 +oof 2 \PS «”*»Xa ee .rro,ae +4 .Vo.ON aeeeTee""4 "NA 6 Sa celinepoe7a\aaa vi \\-:SEE E-102 FOR ELECTRICAL }.L-eye,.Co yow\y =WORK IN THIS LOCATION *aad \°fa t '\\i 10 RCT,oe = fe Cs BO z i . , 7 z b,&= oa *COLD 'gSTORAGE/HOTEL :3 # <| fa) SEE E-101 FOR ELECTRICAL =WORK IN THIS LOCATION | .ee PLAN SET:AN 14-243 ae PROJ MGR:ILM "7 PROJ ENG:__TLMaanPendDRUMSENG:ECH ee 3 4 {DRAWN BY:XxXara'SHEET TITLE wet jf ts*v timeae JELECTRICAL SITE PLAN] 30 [)15 30 :SITE PLAN Sears E-100SCALE:1"=30"sueet XXX or XXX USER:JJANSSEN PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:¢\Jobsdato\30306.31 anthe st.mory's heat recovery\OO CADD\OI working set\03 Electricol\KSM-E--SHSITE.dwg LAYOUT:E-100 PRINTED:11/13/2015 6:17:52 PM XXX OFXXXXTOTAL SHEETS PANEL B {E)bb>mlP-BOHM4SOHM<ELECTRICAL PLAN -AVEC SCALE:1/8"=1'-0” PANEL "B"SCHEDULE LOCATION:AVEC PLANT 200A MLO 10,000 AIC SERVED FROM:MAIN 240/120V NEMA 1 POLE |AMP LOAD POLE MLO POLE LOAD AMP |POLE #TRIP DESCRIPTION Kva j L1 |L2 |Kva DESCRIPTION TRIP # 0.0 |00 0.0 |OUTSIDE LIVING 2330/2 |WELDER OUTLET 0 30 100 |QUARTERS 30/2 Fi 5 20/1 |FIRE SYSTEM 0.0 |0.0 0.0 |INNER OFFICE OUTLETS 20/1 6 7 20/1 |BATTERY CHARGER 0.0 0.0 |0.0 |WORKBENCH LIGHTS 20/1 8 9 20/1 |AIR COMPRESSOR 0.0 |0.0 0.0 |EMERGENCY LIGHT 15/1 10 11 30/1 [WORKBENCH OUTLETS 0.0 0.0 |0.0 [EXIT LIGHTS 15/1 12 13 20/1 {OUTLET BELOW PANEL 0.0 |0.0 0.0 |EXIT LIGHTS 15/1 14 15 0.0 0.0 |0.0 |RADIATOR LIGHTS 20/1 16 15/2 1240 INSIDE LIGHTS7 0.0 |0.0 0.0 |BTU-100&FM-100 20/1 18 19 20/1 |STORAGE VANS 0.0 |0.0 0.0 |LOUVERS 20/1 20 21 0.0 0.0 |0.0 |HYDRONICS CIRC-PUMP 20/1 22 15/2 |USED OIL OUTLET23 0.0 |0.0 0.0 |DAYTANK ALARM 15/1 24 25 15/1 |CIRC PUMP UNIT #1 0.0 0.0 |0.0 {LOW COOLANT LIGHTS 16/1 26 27 20/1 |AFTERCOOLER OUTLETS 0.0 |0.0 0.0 28 PANEL "C”40/22920/1 |OUTLETS BELOW 480 PANE 0.0 0.0};0.0 30 0.0 |00 Total kVA =0.0 |kVA *=GFCI Breaker 5mA **=GFC]Breaker 30MA Total Amps @ 240V =O.0lA Division of Environmental Health and Engineering 3900 Ambessador Drive,Suite 301 Anchorage,Alaska 99508 (907)729-3600 ADJUST SCALES ACCORDINGLY i?)” PC BAR IS ONE {NCH ON ORIGINAL DRAWING,IF NOT ST.MARY'S,AKST.MARY'SHEATRECOVERY65%DESIGNINITDESCRIPTIONDATEMRKPLAN SET;AN 14-243 PROJ MGR:TLM PROJ ENG:TLM DRUMS ENG:_ECH DRAWN BY:XXX SHEET TITLE ELECTRICAL PLAN - AVEC E-101 sHEET XXX of XXX USER:TKEENE PRODUCT:Civii3D 2015 20.0s LMS Tech FILE: \Wobsdate\30306.31 onthe st.mary's heat recovery\O0 CADD\01 working set\03 Electrical\KSM-E-SHPLAN-AVEC.dwg LAYOUT:E-101 PRINTED:11/13/2015 6:18:12 PM XXX OFXXXXTOTAL SHEETS KEY PLAN 1 _|2 l 3 | TC VFDY00,\P a PANEL "A”SCHEDULE 11 = LOCATION:COLD STORAGE 200A MLO 10,000 AIC vFDToosLe)SERVED FROM:MAIN 240/120V NEMA 1 oon Hn wR non {|Gi POLE |AMP LOAD POLE MLO {POLE LOAD AMP |POLE "ss wes "ws ver VFD -#|TRIP DESCRIPTION Kva |L1 |L2 |Kva DESCRIPTION TRIP |#on non |Division of Envi italor120/1 GT-A RECEPT.0.0 0.0 0.0 TC-200 101 2 Health and EngineeringTc-200 __|{J 3 |20/1 0.0 0.0 |0.0 |cpa 20/1 4 $900 AmbessadorDrive,Suite 301Anchorage,Alaska 99506VEINDN520/1 0.0 0.0 0.0 |CP-B 20/1 6 (907)729-3600 g cP-c 7 |20/1 0.0 0.0 |0.0 |cpc 20/1 85_N F 9 |20/71 0.0 |0.0 0.0 10Gr)"0.0 0.0 |0.0 12 -4 d IN 13 0.0 |0.0 0.0 14J3cP=B 15 0.0 0.0 |0.0 16 17 0.0 0.0 0.0 18 L 19 0.0 |00 0.0 20cp-a /21 0.0 0.0 0.0 22 bt Sf 23 0.0 0.0 0.0 24 is)" TO/FROM AVEC POWER PLANT.V 25 0.0 0.0 |0.0 26 el SEE CIVIL 27 0.0 |0.0 0.0 28 BAR IS ONE INCH ON ORIGINAL DRAWING,IF NOT290.0 0.0 |oo 30 ADJUST SCALES ACCORDINGLY INSTRUMENTATION PLAN -COLD STORAGE/HOTEL 0.0 |0.0 Total kVA =0.0 |kVA1SCALE:1/2"=1'-0"*=GFCI Breaker SmA **=GFCI Breaker 30mA Total Amps @ 240V =0.0/A > [oa rr 5"Oo<td raoO= -°o”=tw[am wi a<r 30=n5E+oOnoc 3 Lt Lt Lt <1 71 [}= HGS.HGS HGS HGS HGS HGS HGS Hes HCS A 2 HGS ie VFD Emonwneaswonwonwoncrwonworwor---IC=200 woe o wes.wncs wos WHS.'wHGS:nKnS-_-WHGS:wHGs.wees WHR WHR:WHR WHR THOR WAGR WHGR WHGR WHGR WHR A 4 A-6 5 z &a a a a] PANEL A LZCP-A JS , mTO/FROM AVEC POWER PLANT.a SEE CIVIL Fg =| ;POWER PLAN -COLD STORAGE/HOTEL PRO MGRSCALE:1/2"=1'-0"COLD PROJ ENG:LMSTORAGE/HOTEL DRUMS ENG:_ECHBUILDINGDRAWNBY:XxXZOSHEETTITLE ELECTRICAL PLAN - COLD STORAGE HOTEL AREA OF worK E-102 sHEeeT XXX of XXX USER:TKEENE PROOUCT:Civii30 2015 -20.0s LMS Tech FILE:¢\Jobsdata\30306.31 onthe st.mary's heat recovery\00 CADD\O!working set\03 Electrical\KSM-E-SHPLAN-CSHOTEL.dwg LAYOUT:E-102 PRINTED:11/13/2015 6:18:28 PM XXX OFXXXXTOTAL SHEETS hadWH(E) PLUMBINGCHASE A-11,13 PANEL A (E) MECHANICAL ROOM POWER PLAN TON mM, \BELOW GRADE HEAT RECOVERY LINES TO/FROM COLD STORAGE/HOTEL.SEE CIVIL MECHANICAL ROOM INSTRUMENTATION PLAN WH(E) PLUMBINGCHASE PANEL A (E)AraTC 100 -a \BELOW GRADE HEAT RECOVERY LINES TO/FROM COLD STORAGE/HOTEL.SEE CIVIL &,JSTHoO Division of Environmental Health and Engineering ORIGINAL DRAWING,IF NOT ADJUST SCALES ACCORDINGLY (t)i Fe BAR IS ONE INCH ON SCALE:1/2”=1°-0"2 SCALE:1/2"=1'-0" PANEL "A"SCHEDULE LOCATION:CITY OFFICE 200A MLO 10,000 AIC SERVED FROM:MAIN 240/120V NEMA 1 POLE |AMP LOAD POLE MLO POLE LOAD AMP |POLE #TRIP DESCRIPTION Kva |Lt |L2 |Kva DESCRIPTION TRIP # 1 20/1 }MAIN ROOM LIGHTS 0.0 |0.0 0.0 |WOMENS RESTROOM 20/1 2 3 20/1 }HALL OFFICE LIGHTS 0.0 0.0 |0.0 {OFFICE RECEPTACLE 20/1 4 5 20/1 |WEST OFFICE RECEPT.0.0 |0.0 0.0 {MAIN ROOM RECEPT.20/1 6 7 20/1 |OFFICE LIGHTS 0.0 0.0 |0.0 |SECURITY SWITCH 20/1 8 9 20/1 |BATHROOMS 0.0 |0.0 0.0 JFURNACE 20/1 10 ih)20/2 |cpe,cep 0.0 0.0 |0.0 JEAST OFFICE RECEPT.20/1 12 13 0.0 |0.0 0.0 {NORTH WALL RECEPT.20/1 14 15 20/1 |COMM.CENTER LIGHTS 0.0 0.0 |0.0 {HEAT TAPE 20/1 16 17 20/1 |COMM.CENTER LIGHTS 0.0 |0.0 0.0 |CLINIC RECEPT.20/1 18 19 20/1 |COMM.CENTER RECEPT.0.0 |0.0 0.0 |COMM.FURNACE 20/1 20 21 20/1 |COMM.OUTSIDE LIGHTS 0.0 0.0 |0.0 |HOT WATER HEATER 20/1 22 23 20/2 0.0 |0.0 0.0 |COMM.RESTROOM 20/1 24 25 0.0 0.0 |0.0 |Tc300 1-Oct 26 27 20/1 |COMPUTER OUTLET 0.0 |0.0 0.0 -28 29 -0.0 0.0 |0.0 -30 0.0 |0.0 Total kVA =0.0|kVA *=GFCI Breaker SmA **=GFCI Breaker 30mA Total Amps @ 240V =O.0]A sHeeT XXX of XXX > [sag Lu 5xO<ul aoO.= ?><acWwaSix2Dip>©oa < = Ewo = zZ Z|eca a A 3 EI a x a | PLAN SET:AN 14-243 PROJ MGR:TM PROJ ENG: TLM DRUMS ENG:_ECH DRAWN BY.XXX SHEET TITLE ELECTRICAL PLAN- CITY OFFICE E-103 USER:TKEENE PRODUCT:Civil3D 2015 -20.0s LMS Tech FILE:¢\Jobsdata\30306.31 onthe st.mary's heat recovery\OO CADD\O1 working set\O3 Electrical\KSM-E-SHPLAN-CITYOFFICE.dwg LAYOUT:E-103 PRINTED:11/13/2015 6:18:45 PM XXX OFXXXXTOTAL SHEETS