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Plans (18) BU P2018-00342 _1 Drawing Vicinity Mry DEC 11 MB PROJECT LOCATIO[1 , aTrGARD ASTORIA TOG Des/Cly SHEET # DWG # DRAWING TITLE • -4410 HOOD RIVER GENERAL PORTLANDCP PENDLETON ***\.**\%.**S\ 1 G-001 TITLE SHEET, INDEX OF DRAWINGS, AND VICINITY MAP tTIGARD. THE DALLES 2 CIVIL G-002 PIPING SCHEDULE, DESIGN CRITERIA, AND NOTES TILLAMOOK ENTERPRISE z SALEM LA GRANDE 3 C-001 SITE PLAN, TUNNEL ACCESS PLAN AND STAGING AREAS wc. VALIDITY OF PERMIT 114, a NEWPORT THE ISSUANCE OFA PERMIT C I e an Water Services U ALBANY BASED ON CONSTRUCTION STRUCTURAL DOCUMENTS AND OTHER U 2Q PRINEViLLEDATA SHALL NOT PREVENT 4 S-001 STRUCTURAL NOTES, SYMBOLS, ABBREVIATIONS AND QA PLAN a REDMOND SISTER THE CODE OFFICIAL PROM BEND REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 VALE MECHANICAL EUGENE 5 M-001 ISOMETRIC 6 M-002 PLAN AND SECTIONS o DURHAM AWWTF 7 M-003 SECTIONS AND DETAILS BURNS 8 M-004 MECHANICAL DETAILS 1 9 M-005 MECHANICAL DETAILS 2 ROSEBURG OREGON OFFICE COPX CITY OF'I'IGAItU PROCESS AND INSTRUMENTATION (NOT IN CONTRACT, FOR REFERENCE ONLY) R�.ruGiv FOR CODt✓ COMPLIANCE Approved: 10 101 LEGEND-1 OTC: C 11 1-02 LEGEND-2 , PRIMAFZY SLUDGE 12 1-03 P&ID PRIMARY SLUDGE HEATING GOLD Permit Li " ,�F" S� - `' .4 BEACH MEDFORD Address: � �} p �1rI �"�' >p KLAMATH FALLS LAKI � ' 13y -t -- Date: D . i q - L 0 m HEATING SYSTEM,_ Location Map . ,D, _,„ r3k 4-ir* - -ir " — - 1 OWNERS OFFICE -- t i . cd to 16060 SW 85TH AVE1..4) 41111N co TIGARD, OR 97224 4 * IN' a, PROJECT NO 6368 • 076 f i / AA ._ , .. 4 _Nit es 3 if lgjOi ul'i cri a r r t i amtigra nommiammo ; -iir;girt ' illie4A— : II 14.-* .*4 •v L 4 : . '--..L'it ;i'\. ! Oal .r�sr.�,e� . .r �i i M o OWNER: w. •_ i 11.1 CLEAN WATER SERVICESit 1 ''� �! f,+ 'PI :11 , ,. �r 2550 SW HILLSBORO HWY :,,t'`- ""� �. i ~""�" : ; 41 o HILLSBORO, OREGON 97123 ' , N �#, C. 0At a) (503) 681-3600 6 + • o . •c. upENGINEER: -: • �`�1.i at 4 ., MURRAY SMITH * , ' • *,r„s • 412 888 SW 5TH AVENUE, SUITE 1170(‹, - WV -� °� PORTLAND, OR 97204 Ci:o SPECIAL INSPECTION REQUIRED •: PIPING SCHEDULE SIZE INSTALLATION AREA MATERIAL SPECIFICATION LINING TEST TYPE SERVICE ABBREVIATION (NOTE 1) (NOTE 2) (SEE NOTE 3) (NOTE4) SECTION JOINT TYPE COATING MATERIAL COLOR LABEL TEXT LABEL COLOR TEST PRESSURE (PSIG) (NOTE 8) HEAT TRACE INSULATION TYPE/FINISH NOTES PRIMARY SLUDGE PSL ALL EXPI T STL 15050 G, FLG E E BROWN PRIMARY SLUDGE BROWN W/WHITE TEXT 150 H NO - HOT WATER SUPPLY HWS ALL EXPI T STL 15050 W, FLG - - - HOT WATER SUPPLY LIGHT BLUE W/ BLACK TEXT 100 H NO BY OTHERS HOT WATER RETURN HWR ALL EXPI T STL 15050 W, FIG - - - HOT WATER RETURN LIGHT BLUE W/ BLACK TEXT 100 H NO BY OTHERS HIGH PRESSURE AIR HPA ALL EXPI T CU/SST 15050 W E - ORANGE HIGH PRESSURE AIR GREEN W/ WHITE TEXT 150 P NO - NOTES: 1. SIZES MEASURED IN INCHES 4. MATERIAL TYPE 7. LINING "ALL" REFERS TO ALL SIZES DIP: DUCTILE IRON PIPE CM: CEMENT MORTAR ">" GREATER THAN STL: STEEL E: EPDXY "<" LESS THAN SST: STAINLESS STEEL CE: CERAMIC EPDXY "<=" LESS THAN OR EQUAL TO PVC: POLYVINYL CHLORIDE CT: COAL TAR - ">=" GREATER THAN OR EQUAL TO CU: COPPER "-": NONE HDPE: HIGH DENSITY POLYETHYLENE 2. INSTALLATION LOCATION 5. JOINT TYPE 8. TEST TYPE BUR: BURIED FLG: FLANGED G: GRAVITY TEST SUB: SUBMERGED GR: GROOVED H: HYDROSTATIC WATER TEST EMB: EMBEDDED (IN CONCRETE) THD: THREADED P: PNEUMATIC TEST EXPI: EXPOSED INDOORS S: SOLVENT WELD EXPO: EXPOSED OUTDOORS W: WELDED, SOLDERED OR BRAZED P: PUSH-ON N 0 3. AREA MJ: MECHANICALJOINT di T: TUNNELS CP 6. COATING 13 E: EPDXY I "-": NONE CO N Co to (10 CO ABBREVIATIONS GENERAL PIPING N E N 0 - 0 D DRAIN (PROCESS) 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE HPA HIGH PRESSURE AIRCP SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. HW HOT WATER DESIGN CRITERIA HWS HOT WATER SUPPLY 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. O HWR HOT WATER RETURN CP NPW NON-POTABLE WATER 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT (75 PRIMARY SLUDGE HEAT EXCHANGER PS, PSL PRIMARY SLUDGE RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL a NUMBER OF UNITS 1 PW POTABLE WATER SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. L MANUFACTURER OTI SPL SAMPLE 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS NOT SHOWN FOR PIPES UNDER 4". FINAL o MODEL HXT6X24.21 SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE a) TYPE CONCENTRIC TUBE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. N o CAPACITY, BTUH 4,000,000 to 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH ro SLUDGE FLOW RATE, GPM 400 THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SLUDGE INLET TEMP, DEG F 50 SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. SLUDGE OUTLET TEMP, DEG F 70 a SLUDGE VISCOSITY, cP 40 6. SYMBOLS, LEGENDS, AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED o WATER FLOW RATE, GPM 400(200 EACH PASS) THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY USED IN THE PROJECT. WATER I N LET TEMP, DEG F 160 "? WATER OUTLET TEMP, DEG F 140 U 7. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. PRESSURE DROP THROUGH SLUDGE TUBES, FT <12 PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND o PRESSURE DROP THROUGH WATER TUBES, FT <14 MECHANICAL EQUIPMENT. co SLUDGE TUBE DIAMETER, INCH 6 to to 8 WITH 4-INCH FLANGE 8. PIPING LOCATIONS ARE APPROXIMATE. ADJUST AS REQUIRED TO CLEAR EXISTING WATER TUBE DIAMETER, INCH FEATURES SUCH AS ELECTRICAL CONDUIT, AND PIPING, AND TO CONNECT TO EXISTING � CONNECTIONS PIPING. CONTRACTOR TO FIELD VERIFY ALL PIPE LENGTHS BEFORE INSTALLATION 0 o MATERIALS OF CONSTRUCTION STEEL ASTM A53, STD WITH a EXTERIOR COATING, NO 9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS LINING CONTRACT TO THE EXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHER I I D CONTRACTORS. 0 z 10. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN W EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR 0 o STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, AND INVERT ELEVATIONS. CC a_ In - rn 11. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL a 0 INCLUDE FLOW DIRECTION ARROW AND PIPE USE. E.a m `S���ED P R p,cFs�io E �� 75689PE �9 I r- (Ni 0 Di fital Siiaatune ,(4> _ _ ` OREGON - • v O PROJ NAME: SHEET TITLE: SHEET: 2 OF: 12 DWG#: vGiyE U7 ZO^ry �Q' 0 00 DRN: VEE ORE: NOVEMBER 2018 a sr ' DURHAM GENERAL //e ��� /n› DSN: MTI DWG#: PLOT: 11/7/18 l TA KEO a THIS BAR IS ONE INCH aeanWat;r Services PRIMARY SLUDGE HEATING PIPING SCHEDULE, G-002 IEXPIRES: 06-30-2019 CHK: - CAD FILE#: 6368.76 G-01.DWG WHEN DRAWING IS FULLour commitment is clear. SYSTEM MODIFICATIONS DESIGN CRITERA, PLC#: 0 SCALE. o APPD: ' SCALE: NTS DESCRIPTION 2550 SW Hillsboro H Hillsboro, 97123-9379 AND NOTES CWS 6368.076 ENGR STAMP: i.� d REV# DATE DRN APPD WY OregonPROJ#: 1 ' ` MAIN ENTRANCE 7 * No,. I _ J GENERAL NOTES j • X.., x II - .. _._ �° r 1 -= .. allinar '" r 1. CONTRACTORS FOR VARIOUS .J �„` I ,_, PROJECTS SHALL CONFINE Ita • G_�4TED ENTRANCE--° I ° + AREAS AND WORK ZONES TIONS TO THE GNDICATED ING •-IIWI it:- J * - I 0 0 0 ,_. 0 0 0 0 a' 0 4 ON THESE PLANS AND SHALL "� I . �,., 0 0 0 COORDINATE WORK WITH OTHER �- _ o• 0 0 0 CONTRACTORS ONSITE ` e 0 0 0 THROUGHOUT CONSTRUCTION. It O 1° 0 0 CONTRACTOR SHALL NOT BE ,� • �, 0 0 • ENTITLED TO DELAY DAMAGES OR il 00 00 CLAIMS RELATED TO ONSITE _ 0 COORDINATION WITH OTHER PRIMA 0 _ x X X q - - x x x CONTRACTORS OR EFFLU- T �;/ I x � " - SUBCONTRACTORS. PS ATIO► 031 lop, '' ..OO ��� _; - 2. CONTRACTOR IS RESPONSIBLE FOR 1' �a FREIGHT ELEVATOR 0 0 _ ANY WORK REQUIRED TO PREPARE ,� _ LIMITED 8000 LBS GLM LIMIT STAGING AREA INCLUDING BUT NOT w '� I � � - MARKINGS, ETC. ETCCING, PAVEMENT �� . �t x �` • il _ m I + l l I I 3. NORMAL WORKING HOURS ARE 11 7:00AM TO 5:00 PM, MONDAY - ? Q AERATION 1 to PRIMARY p CHEMICAL FRIDAY Ilill a • BASIN NO. >4 I CLARIFIER .! a [ • BUILDING 4 s ® �� l �� NO. I SECONDARY i SHEET KEYNOTES - —1- c CLARIFIER ■ POLE . a + [ BARN CP �I- �� - - © N01 ,_ ,___ . . 4 x _ 1. CONTRACTOR PARKING AND '�� } i / '��0 � J STAGING AREA o 1 , , 111 - - 9� . '� "^ AERATION ; 0 0 2. STAIR ACCESS .r ` 110 RAS - -� - � (__,4)::). BASIN pU PI G `' `' k� f0 NO. 3 ° �' - -• - ~® 3. FREIGHT ELEVATOR ACCESS. MAX 0 GI �' / ; STATION , CAPACITY: 12,000 LBS �� i� �� o • ,' 4. ACCESS POINT TO LOWER HEAT 0:I XCESS FO :�l' ' SECONDARY , - - I� EXCHANGER INTO DIVERSION• 4 . - ELECTRIC CLARIFIER �� • ro : n BASEMENT/TUNNEL LEVEL. 8' (W) x 10 on PRIMARY STRUCTURE NO. 3 12' (L) ACCESS HATCH CLARIFIER SUB C7 �' i I NO. 3 STATION a��� 5. CONTRACTOR CRANE STAGING t ° SURGE BASIN SUI AREA / •-•:-'--___.____,i1-_,..-) \.%--"---- - NO. 1 ALTERNATE ACCESS INT TO N ° ' - ' p ROAD C • 6 OWER HEAT EXCHANGOER !TO 0 0o K " 0 PRIMARY , BASEMENT TUNNEL LEVEL �.,�� CLARIFIER o f •vNO. 2 411t/o ,) 1i>4/06. T'' L9,41** ° llal A�' a TIONC�O 1 Nae, q. t LIQUIDS CONTROL7 �* OVERFLO a CP STRUCTU E X PRIMARY SECONDARY 4• , CAL n ELECTRICAL AREA, • ,� 1 CLARIFIER SEE DWG E-03 CLARIFIER '-r'IFIER = NO. 20 )+ 7.0 a / 0 \ PRIMARY SLUDGE HEAT °°°o • ' . 0.o EXCHANGER LOCATED _ - - - - - — �: CHEMi•AL ca ADJACENT TO LOWER LEVEL . ! - CLA' r IER n \ 0 o +It, ;; OF LIQUIDS CONTROL IN �� 2 �� „• o , • 0 o �� - LIQUIDS TUNNEL, SEE \ r' FILTER J MECHANICAL & ELECTRICAL LIQUIDS O` , BACKWASH 8 •• o •o �a '• /� .vl'ioi-►r Y CONTROL BLDG BASIN � / •�� -=•• - DRAWINGS. � / l0 //� ;- * \tib L,LARIFIER cc 1111111MILS 1 ili /4 , : , ''',,,,,, NO. 1 c --- ...,, . -9C. TUNNEL BELOW ; ,,/ y ••� 0 i5 j . ,.• • ���� ' � SOLIDS AND LIQUIDS HE CAL 0/ - . -i * CONTROL BLDG C -� • CL *DC19 / ��� '\. \ 0 4 0 0 . • 0 m O&Mo • \ s PRIMARY SLUDGE PIPING 0 ��� �� OFFICES \ i MODIFICATIONS, SEE DWG •* rq i La O \\ © ♦ M-004 I •�� r‘411147 o \ �� BIOSOL' Si W. �� ##4,, 14 Q ,. ,, \ d Oro ,.! o- o DEWATERINO� • • a y„,,,, „ , /, �) ipp, BUILDING o ��� mqr 1, *I ' 10 i_61 I '7j.'d t ��tke--.7 , -' #"#' 0 c 1 k 1 * / /cp' SITE PLAN m f ' TEMPERATURE GAUGE AT - v iTS A �/ * 1 GRAVITY THICKENER 1 , SEE •###� SCALE: 1” - 100' �' 00 DWG M-004 �� a m // �`' *�'` ,�� _ • 0 100 200 G��0 PR 0,cess U ' \/ / v �� L — — — J G k N� 0, -)1 �' ,## 1"=100' C� eN e� �2 I o_ 0 melt , -'` 75689PE N e.., ,elm s s oo DRN: VEE ORIG NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: 3 OF: 12 DWG#: 2 ✓ OREGON ` DATE: amii DURHAM CIVIL icy /tiF o7, Il'.\ ZS. (> DSN MTI DWG#: PLOT 11/6/18 9F! TA KE0 0- THIS BAR IS ONE INCH CIeanWater Services PRIMARY SLUDGE HEATING SITE PLAN, DATE: C-001CHK: CAD FILE#: 636$.76 G-01 .DWG WHEN DRAWING IS FULL our commitment is clear. SYSTEM MODIFICATIONS CONTRACTOR STAGING AREA, Pi-c#: I EXPIRES: 06-30-20191 0 APPD: - SCALE: NTS AND ENLARGED PLAN CW5 REV# DATE DRN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: li 6368.76 ENGR STAMP: GENERAL STRUCTURAL NOTES: CONCRETE: QUALITY ASSURANCE PLAN : 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS FOR STRUCTURAL QUALITY ASSURANCE FOR SEISMIC RESISTANCE: CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL BE PER ACI-301, METHOD 2 OR THE ALTERNATE PROCEDURE. SUBMIT TIMES. MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. QUALITY ASSURANCE FOR THE STRUCTURE'S MAIN LATERAL FORCE RESISTING SYSTEM SHALL BE PROVIDED BY SPECIAL INSPECTION AND MATERIAL TESTING OF THE FOLLOWING: 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. TYPE fc SLUMP w/c AIR SPECIAL INSPECTIONS: EQUIPMENT PAD 3,000 psi 1-3" 0.40 5% 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2015/2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY 1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY 2.1. SPECIAL INSPECTION NOT REQUIRED. 3,000 psi COMPRESSIVE STRENGTH IS SPECIFIED FOR WEATHER PROTECTION. CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. ALL OTHER DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE STRUCTURAL DESIGN OF CONCRETE BASED ON 2,500 psi COMPRESSIVE STRENGTH. ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION &TESTING REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL WITH THE MINIMUM STANDARDS CONTAINED IN SECTION 2308 - CONVENTIONAL LIGHT-FRAME CONSTRUCTION OF CHAPTER 23 BUILDING CODE. REQUIRED SPECIAL INSPECTION OF STRUCTURAL SYSTEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS OF THE IBC AND/OR THE 2015/2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE STATE OF 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% (±) 1% AIR ENTRAINMENT BY VOLUME. AIR ENTRAINMENT SHALL INCLUDE THE FOLLOWING AREAS OF WORK: OREGON. BE IN CONFORMANCE WITH ASTM C260 AND C494. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ARCHITECT AND ENGINEER 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO ACI-305. 1.1. CONCRETE: SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE MONOLITHICALLY BETWEEN 1.1.1. CYLINDER TESTS, SLUMP TEST, AIR CONTENT 1.1.2. DURING PLACEMENT OF REINFORCING STEEL &ANCHOR BOLTS CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. CIP) 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIED/DESIGNED 1.1.3. DURING PLACEMENT IS CAST IN PLACE CONCRETE ( GS ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION 5. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. 1.1.4. SPECIAL INSPECTION NOT REQUIRED FOR FOOTINGS WHEN THE REQUIRED CONCRETE STRENGTH IS LESS THAN OR EQUAL TO 2,500 PSI. SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER SHALL BE 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO OF THE 1.2. EPDXY ANCHORAGE 1.3. STRUCTURAL STEEL NOTIFIED IF CONFLICTS EXIST. ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM494, USED 1.4. STRUCTURAL WELDING, DOES NOT APPLY TO QUALIFIED SHOP WELDS. NOTE TO BE CONSIDERED QUALIFIED SHOP IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO WELDS THEY MUST BE PERFORMED IN A PRE-QUALIFIED SHOP AS RECORDED BY THE JURISDICTION OF RECORD, A 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION. WRITTEN VERIFICATION OF PRE-QUALIFICATION WITH THE JURISDICTION OF RECORD IS REQUIRED PRIOR TO CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS PERFORMING ANY STRUCTURAL WELDING IN A SHOP WITHOUT SPECIAL INSPECTION. TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33. COARSE AGGREGATES SHALL NOT EXCEED 3/4". WATER SHALL BE CLEAN AND POTABLE. 2. THE TESTING AGENCY SHALL PROVIDE THE ENGINEER OF RECORD, THE OWNER, AND THE BUILDING OFFICIAL COPIES OF ALL 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING RELEVANT TEST REPORTS AND SPECIAL INSPECTIONS. WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP-66. 8. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE BY OTHERS AND ARE OUTSIDE THE SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 AND LARGER BARS SUBMITTALS: REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO ARCHITECTURAL AND 3" WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. DRAWINGS AND/OR SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL, PRIOR 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY TO CONSTRUCTION, FOR THE FOLLOWING ITEMS: LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2'-0" AT CORNERS AND WALL/FOOTING INTERSECTIONS WITH MIN. EMBEDMENT BEYOND INTERFACE PER DEVELOPMENT LENGTH SPECIFIED IN ACI 1. STEEL FABRICATION SHOP DRAWINGS, MATERIAL CERTIFICATIONS & WELDING PROCEDURES JOB SITE CONDITIONS AND SAFETY: 318. 2. METAL FRAMING SYSTEM PRODUCT SHEETS 3. CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES 1. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 11. FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE". FORMS SHALL BE DESIGNED 4. GROUT MIX DESIGN THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 5. POST-INSTALLED CONCRETE ANCHORS, INCLUDING CURRENT ICC-ES REPORTS. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 28-DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND IT'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ELEVATIONS SHOWN IN THE DRAWINGS. FORM THE SOLE NEGLIGENCE OF THE ENGINEER. GROUT: DESIGN LOADS: PER 2012 IBC & 2014 OSSC 1. ALL GROUT SHALL BE NONMETALLIC, NON-SHRINK GROUT IN COMPLIANCE WITH ASTM C1107 WITH MINIMUM COMPRESSIVE STRENGTH, fc = 4,000 PSI AT 28 DAYS PER HEAT EXCHANGER (PER MANUFACTURER): DEAD LOAD 23, 00 LBS MANUFACTURED METAL FRAMING SYSTEMS: HORIZONTAL SEISMIC, Eh 12,100 LBS VERTICAL SEISMIC, Ev 3,360 LBS - 1. ALL FRAMING SYSTEM MEMBERS, ACCESSORIES, FITTINGS, AND HARDWARE SHALL BE SUPPLIED BY A SINGLE MANUFACTURER 1603.1.5 - EARTHQUAKE DESIGN CRITERIA (PIPE SUPPORTS): AND DESIGNED FOR USE TOGETHER AS PART OF A COMPREHENSIVE SYSTEM. ACCEPTABLE MANUFACTURER TO BE COOPER RISK CATEGORY IV B-LINE SYSTEMS OR ENGINEER APPROVED EQUAL. IMPORTANCE FACTOR, IE 1.5 SPECTRAL ACCELERATION, SS 0.961 g 2. COMPONENTS SHALL MEET THE AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFCIATION FOR THE DESIGN OF SPECTRAL ACCELERATION, Si 0.419 g COLD-FORMED STEEL STRUCTURAL MEMBERS SITE CLASS D SPECTRAL RESPONSE COEFFICIENT, SOS 0.715 g 3. UNLESS OTHERWISE INDICATED ALL COMPONENT CONNECTIONS SHALL USE STANDARD CHANNEL NUTS, BOLTS, AND FITTINGS SPECTRAL RESPONSE COEFFICIENT, SD1 0.442 g AS REQUIRED BY THE MANUFACTURER FOR STANDARD BOLTED CONNECTIONS. SEISMIC DESIGN CATEGORY CATEGORY D SEISMIC FORCE RESISTING SYSTEM(S) PIPING NOT IN ACCORDANCE W/ ASME B31 4. ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL CONFORMING TO ONE OF THE FOLLOWING CONSTRUCTED OF HIGH OR LIMITED DEFORMABILITY ASTM SPECIFICATIONS: A653 GR 33 OR ASTM A1011 GR 33 MATERIALS RESPONSE MODIFICATION FACTORS(S), R 4.25 5. ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A575, HORIZONTAL SEISMIC COEFFICIENT 0.322, STRENGTH DESIGN A576, A36, A635, OR ASTM A1018 GR 33 VERTICAL SEISMIC COEFFICIENT 0.143, STRENGTH DESIGN ANALYSIS PROCEDURE GENERAL PROCEDURE, PER ASCE-7 6. ALL STAINLESS STEEL MEMBERS AND ACCESSORIES TO BE TYPE SS 316. 7. SYSTEM COMPONENTS SHALL BE 7.1. HOT-DIPPED GALVANIZED PER ASTM A123 OR A153 STRUCTURAL STEEL: 7.2. PRE-GALVANIZED G90 WEIGHT CONFORMING TO ASTM A653 7.3. ELECTRO-GALVANIZED PER ASTM B 633 TYPE III 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: 7.3.1. CLASS SC 1 FOR THREADED HARDWARE 7.3.2. CLASS SC 3 FOR FITTINGS PLATES & BARS &ANGLES - ASTM A36 PIPES - ASTM A53, GRADE 8 8. SET SYSTEM COMPONENTS INTO FINAL POSITION TRUE TO LINE, LEVEL AND PLUMB IN ACCORDANCE WITH THE HSS (RECTANGULAR) - ASTM A500, GRADE B (Fy = 46 ksi) CONSTRUCTION DRAWINGS HSS (ROUND) - ASTM A500, GRADE B (Fy = 42 ksi) 9. ANCHOR MATERIAL FIRMLY IN PLACE. TIGHTEN ALL CONNECTIONS TO THEIR MANUFACTURER RECOMMENDED TORQUES. 0 2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. 0 m 3. WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BE INCREASED IN POST-INSTALLED CONCRETE ANCHORS: < ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS. 3 1. ALL EMBEDDED CONCRETE ANCHORS SHALL BE TYPE 316 STAINLESS STEEL. a 4. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE. 0 O 2. ADHESIVE: M 5. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM A325, UNLESS NOTED OTHERWISE. HOOKED, HEADED, THREADED, AND N NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 ksi), UNLESS NOTED OTHERWISE. 2.1. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS eo IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN 0 6. CONTACT BETWEEN DISSIMILAR METALS SHALL BE ISOLATED USING PHENOLIC OR OTHERWISE APPROVED ISOLATION THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. C,7 HARDWARE. v 2.2. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2, ADHESIVE ANCHORS rn SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. c a x 2.3. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-11 rn SECTION D.9.2.2, INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD v ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI co AND IN ACCORDANCE WITH ACI 318-11 SECTION 0.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE: THE STATE OF m OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-11 SECTION D.9.2.2. n. E m g ce 3. MECHANICAL: ,... = ? 3.1. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL Q ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS OD - M 5. WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. �‘.. I Net," !, N E - - - - - Ly 82232PE/ . - if)- r TRIG PROJ NAME: SHEET TITLE: SHEET: 4 OF: 12 DWG#: / DRN: EFL DATE: NOVEMBER 2018 0 DURHAM STRUCTURAL 'fv,=i . i �� 1 DSN: EFL DWG#: S-001 PLOT THIS BAR IS ONE INCH PRIMARY SLUDGE HEATING NOTES, SYMBOLS, DATE: 11/6/18 _ y,�w,� ,a yp�b � xI PRIMARY Services Q CHK: EFL CAD FILE#: 18-2238-OR.DWG WHEN DRAWING IS O PON-AP- 0 a. Our commitment is clear. SYSTEM ABBREVIATIONS AND QA PLAN PLC#: FULL SCALE. 'EXPIRES 12/31/18 I o APPD: EFL SCALE: NTS cws 6368.076 iia REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: LEGEND III HOT WATER SUPPLY (HWS) 6" HWR HOT WATER RETURN (HWR) 3�8„ HP = PRIMARY SLUDGE (PS) A Ilia HIGH PRESSURE AIR (HPA) OM 6" Hws - "' OWNER SUPPLIED EQUIPMENT 8f, S PIPE SUPPORTS Ir r Allr a - A.I Ay ftill 4 40 'ter urr 4 1 IPIF ., ,,, . , . EXISTING 14" DRAIN . I# 01101010 lir, 11111\ 11141L1141PA.40,,, . Olt .....ii ' 1111011111111111m 17, : 417,14. -_. ' . \ I I 41 4' 114.1111111100 :0 b Milo ., , ' 0l3 k , milimi i t ( r �. • u It 11111111111110 - - _. SEE M-003 FOR _ STRUCTURAL DETAILS . ' EDGE OF ` � TUNNEL WALL llik `Co —..„ / a 111191h -OO , --- o I2_0„ a*pi ISOMETRIC VIEW SCALE: NTS DRN LKG ORIG NOVEMBER 2018 PROJ NAME SHEET nTLE SHEET. 5 OF: 12 DWG#: V 93914 a3 DATE. DSN: JGC DWG it: LOT: M-001 DURHAM MECHANICAL 11/7/18 P - � THIS BAR IS ONE INCH QnWa eat Services PRIMARY SLUDGE HEATING ISOMETRIC DAT M--001 ,FOREGONo a CHK: WAR CAD FILE#: 18-2238-0R.DWG WHEN DRAWING IS SYSTEM PLC ��( � ��13� Our commitment is clear. � pusl'Nop FULL SCALE. '` / APPD PLVM SCALE NTS PR DESCRIPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 PROJ#: 636$.076 ENGR STAMP: RENEWS 1 2-31-20 REV# DATE DRN APPD Hwy ROUTE PNEUMATIC —NE HOT TAP %NI EXISTING FROM TEMP CONTROL VALVE ---. 9�i 2'-9„ 11'-10" BALLOVA,LVE & CAMLOCK GENERAL NOTES , TUNNEL WALL TO EXISTING NPA DROP NEW 0%" 7 PIPE SUPPORT, PIPE SUPPORT, INTO EXISTING 14" DRAIN 1. HEAT EXCHANGER, SLUDGE rROOT SEE DET 8, SHT NEW PNEUMATIC SEE DET 8, SHT 1�_p�F 1'-5�4" PIPE SUPPORT, GRINDER, BUTTERFLY VALVE VALVE M-003 FILTER / GAUGE SET M-003 NEW 02" PRESSURE SEE DE 7 AND (4) PLUG VALVES ARE FURNISHED (BY OTHERS) SEE DET, SHT M-005 REF RELIEF VALVES REF SHT M-003 BY OWNER. CONTRACTOR TO INSTALL. O -, , _,__L ----- --------_—_ _ _---- - --- - - -�- ------__ ._—_ _—_.�_.—_—_ __—_---_—_—_—_—_—__ 2. ELECTRICAL CONDUIT AND WIRING w -- w u I PROVIDED BY OTHERS. ---------------------------------- ----- miimi i� - ------- - ----- - --- - - ---- ME. ' ., --------444– ----------_____- _—_ _—_------- ---- _ __---- NM u ,. I►; _, ` J �� NEW 04" I` TEMPERATUREpM z PIPE SUPPORT, NEW 02" RUPTURE NEW 06" HOT WATER NEW 06" HOT WATER o BUTTERFLY NEW 400GPM NEW 03/4 `-7 -ow. ;. w SEE DET 5 EXISTING EXISTING CHECK CONTROL VALVE HEAT EXCHANGER VENT PORTS w/�� _: "[� DISC (100 PSI) RETURN LINE (ABOVE) SUPPLY LINE (BELOW) TUNNEL WALL 014"' DRAIN M VALVE I VALVE R SHT M-003 (BY OTHERS) (BY OTHERS) 1 (BY OTHERS) ( 490TCV4801 ) ( 490HX1101 ) BALL VALVES PRESS. GAUGE NEW 02" SLUDGE „�.,,_ „ .,, I I w/ SEE DET, SHT DRAIN w/ BALL VALVE - ------ I - �� & CAMLOCK ,I �p _—_—_- M-005 .TYP OF 2)'== - o _ I,i• , _1-�---------L------ - -------� 7 I r1i��Fly ail,t �� II M t NEW 06" NEW a '.0 1 — k i ` IIIL.-mliirr ;_i w I _��hul II � �► II��I SLUDGE LINE SLUDGE GRINDER z U �.,:. - , '11 I 1 11 II I II I1 IN ) ± :ill _� PIPE SUPPORT, SEE ( 490GDR1101 ) Z o w v 0 r' 111 — _ ' _—_—____-_..—_.—_ ' --_ TEMPERATURE •- �^ DET 5 SHT M-003 i� E j m - I I I _ r� r 11111 ,�,, THERMOWELL & NEW PIPE SUPPORT, LxW TO NEW 06 MATCH EXISTING � EXISTING 08" � - � '� w r-� � • II � 0 I I II ' II I I HI II �i ��� TRANSMITTER �.;,.; PLUG VALVE N SLUDGE LINE O'Ili - z '� • '`{ :I ,\ ►,�11,11w� SEE DET SHT `f __ SUIT (TYP OF 4i� -- --- ------- ----- ----� �. ► ��. - w/ CHAIN-WHEEL ) u _ w i , ill ---- * M-004 (TYP OF 2) I __ Z ,1 w ��,- . ' :II 1 II 1 I1 111 ,� - -' -,•_ _ �� . ea p EXISTING obp I I I °g IP �w _4-`I •,- . , - ��� , • U — t» �" . PRIMARY SLUDGE Y ----- ---- lf I i HEN,'--------- 1„!.. , \_ LINE & NEW Y �,` F, NEW 08” EXISTING 08" SLUDGE GRINDER V-8" 4'-3" C/C 4'-3" C/C NEW 04 NEW 06SLUDGE LINE SLUDGE LINE NEW EQUIPMENT BALANCING PLUG VALVE NEW 08" PAD, SEE DET 1, ANCHOR BOLTS ANCHOR BOLTS VALVE w/ CHAIN-WHEEL PLUG VALVE NEW EQUIPMENT PAD, SHT M-003 NEW 01" WATER w/ CHAIN-WHEEL SEE DET 2, SHT M-003 ' 11 DRAINS w/ BALL NEW 013" 121-0" VALVE & CAMLOCK SLUDGE DRAIN t N___ EQUIPMENT PAD w/ BALL VALVE EXISTING TUNNEL WALL PLAN VIEW SCALE: 1/2"=l'-0" EXISTING HPA DROP 5'-6" EXISTING 08" NEW PIPE SUPPORT, NEW 08" 1 NEW 08" EXISTING 08" SLUDGE LINE-T1/4MATCH EXISTING SLUDGE LINE PLUG VALVE 1 i SLUDGE LINE (TYP OF 4) w/CHAIN-WHEEL IiiII ISI,',Ill I1 ii - NEW 06" HOT to wil - 7 EXISTING WATER RETURN --� NEW 06" �{ 21-9" 14'-6" : „ NEW 013 /�. , SLUDGE LINE / o `� •. , NEW 013 TUNNEL WALL LINE (BY OTHERS) E NEW 03/4 FLUSH OUT �i� i 1� ���� CORNER / �� � ;+ ���� FLUSH OUT VENT PORTS w CONNECTION BALL VALVES0CONNECTION NEW 03/8" T.4411111111iEn -------- Vee t►%' •4-- --- ----- ...... 40:40_—`,.- ---------- ROOT VALVE _!:_` - .!v •t�� ! , `� . NEW 06" HOT I -NEW PNEUMATIC NEW TEMPERATURE NEW 04" lii=imrii , : ; ;_ - -TEMP. GAUGE ;; tea.-� �� M7::= =::: �� NEW 06 WATER SUPPLY - .- , 1•••� FILTER / GAUGE SET CONTROL VALVE BALANCING " _ (TYP OF 2) , �_ NEW 06" PLUG VALVE "...,,,. ., SEE DET, SHT M-005 ( 490TCV4801 ) VALVE ��- // %.:. AM- PLUG VALVE LINE (BY OTHERS) I w/CHAIN-WHEEL r. u re w/CHAIN-WHEEL I ROUTE 03/8" PNEUMATIC I .,r r it - - 4.1" 2:4 or in I' NEW 01/1" FLUSH OUT X11 - 4111 ' III Ill ISI '� r LINE FROM TEMP NEW 0/" ' 11 PRESS. GAUGE T`-- � III - N , .� I I CONNECTION -H J I BA�' I 1 ISI Ijl . NI '. .:i0.. z CONTROL VALVE TO I ROOT r, SEE DET SHT M-005 — - 71 l ' �; `i' 0 EXISTING HPA DROP VALVE I JII I NEW 06" _ _ i,=; �,' I NEW 06 7 (TYPOF2) LU z w I 111 E - illik SLUDGE SLUDGE LINE rr Ce a BUTTERFLY VALVES � _ LINE = I NEW - I TEMPERATURE THERMOWELL & a i- (BY OTHERS) \------____________L________,1EST PLUG I iEl'll- - '��a ILII PIPE SUPPORT, , �` TRANSMITTER SEE DET, SHT = m NEWI ��;■,,'•, _ - SEE DET 7 I �f �� M-004 (TYP OF 2) TEST PLUG f ��7 — - II '� -, ,��, I J I SHT M-003 I k NEW VALVE CHAIN ASSIST o� t?.. I I u �I _ I� i, I ..., (TYP OF 3) O �;�� �` i -� _. - - - ,,,_._.-.-.._.-.... h. {�' _- NEW 06 NEW 01 I I SLUDGE n NEW 02 �'i NEW 04" ■ iii`- r 11I�i PLUG " C7 g CHECK VALVE _ I T i 1 Illi,, VALVE w/ DRAIN w/ e H w BALL VALVE z I I T• I I'' MANUAL I ll BALL VALVE u ❑ ❑ ' a z OW NUT I ! " ___ __ _ Z NEW 02" EMERGENCY PIPE SUPPORT, • `' { EXISTING/-- a SEE DET 8, ...] 7 7 ■ I TUNNEL FLOOR _ - Il CC DRAIN TO EXISTING I .t!!_f, = m '"' SHT M-003 1 11" 1'-8" y 7 7. _ �' ,• Ili_ \I TRENCH DRAIN a 1 ..' ��II lir .11 �— III C -I:a:- a - .i �:; /I iii /' 1 a 4 a d a a — -- —� - (6) ADHESIVE TYPE ANCHORS 0%/a"x7 " LONG ST STL THREADED ROD EMBEDDED 53" INTO THE CONCRETE NEW 400GPM PIPE SUPPORT, NEW 01" TO SUIT TO SUIT >� PIPE SUPPORT, EXISTING BASE. EACH ANCHOR TO BE EQUIPPED WITH ONE (1) HEAT EXCHANGER SEE DET 8, SHT WATER DRAINS - SEE DET 6, SHT 014" DRAIN FLAT WASHER AND ONE (1) STANDARD HEX NUT ( 490HX1101 ) M-003 w/ BALL VALVE GRINDER GRINDER M-003 (TYP OF 2) (PROVIDED BY HEAT EXCHANGER MANUFACTURER) & CAMLOCK NEW 013" PIPE SUPPORT, NEW SLUDGE SECTION A FLUSH OUT SEE DET 4, SHT GRINDER 18'-4" REF - CONNECTION M-003 SCALE: 1/2"=1'-0" (NEAR SIDE) ( 490GDR1101 ) 20'-0" ' *c; i DRN: LKG °DAG: NOVEMBER 2018 y�laix y PROJ NAME: SHEET TITLE: SHEET: 6 OF: 12 DWG#: DSN: JGC DWG#: M-002 DURHAM MECHANICAL PLOT THIS BAR IS ONE INCH G�eanWa�er' Sezvrces PRIMARY SLUDGE HEATING PLANS AND SECTIONS DATE: 11/7/18 �F , , `�, 4 b M-002 SYSTEM PLC '.<<,' ERti�10op CHK: WAR CAD FILE#: 18-223$-0R.DWG WHEN DRAWING IS Our commitment is clear. ,� 1N FULL SCALE. Atm APPD: PLVM SCALE: NTS cws 6368.076 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: RENEWS 12-31-20 7'-11 2"f r REF 1 EXISTING c. EXISTING NEW B-LINE NEW B-LINE EXISTINGPRIMARY SLUDGE PRIMARY SLUDGE 7--EXISTING FIG 4A-6 TUNNEL WALL - N NEW PIPE SUPPORT, TUNNEL WALL HEX) HEAD 13 B2400-2 MATCH EXISTING LINE & NEW LINE & NEW (TYP OF 4) ; SLUDGE GRINDER ; SLUDGE GRINDER r BOLT AJ ,� I•1 III NEW 400GPM "' �/' (2) #10-16 9 _l. `�' _ NEW 08" 10,_ HEAT EXCHANGER -- x 3/4" TEKS 7" �� `- PLUG VALVE III, ( 490HX1101 ) SELF-DRILLING / NEW 06" HOT - q w/ CHAIN-WHEEL NEW 06" HOT TAPPING SCREWS HSS WATER RETURN I �0 t! TEMPERATURE WATER RETURN 1/4 V /-- 2x2x1/8 k �''1 }� 1 '�� THERMOWELL & LINE (BY OTHERS) LINE (BY OTHERS) NEW 03/4 ‘....--mi_iii 1 NEW 014 � � IJ TRANSMITTER SEE NEW 06" HOT VENT PORTS w/ d ,,� A „, . FLUSH OUT - d-�,• t�' • DET, SHT M-004 NEW 06” HOT „ " ,--, HSS 01/4" ��`` WATER SUPPLY - BALL VALVES " �w . ,�� T, vor (TYP OF 2) 01/4 CONNECTION ``It , '. , 7 _ 1_ WATER SUPPLY f.� 2x2x1/8 \1., v �� ;;�i NEW 06 WEEP HOLE WEEP HOLE LINE (BY OTHERS) 0 ,.:04p.ii!, "�kle-tO, ,F, LINE (BY OTHERS) ---.J , ,..4.6.,,,-,�'.�i- PLUG VALVE =`moi Il I r:\ 1/4 V _ {� I.lIE _ 1 lranII • - w/ CHAIN-WHEEL All _ -7FI------�-f- MO . - .— NEW 11 = � ROUTE PNEUMATIC � ., -- ]v TEMPERATURE . - TI / / \ w ,: w I If _—_ _ _ I PRESSURE GAUGE DOUBLE DOUBLE LINE FROM TEMP � �- - I " GAUGE "" '_- r i --- I -` I 1u� NEW O1 U I & BALL VALVE NUTTED NUTTED CTRL VALVE TO '— "26,-* FLUSH OUT (TYP OF 2) — 1- F d ..- 1 ,, j EXISTING HPA I I T -- �� pi .!� -- �� NEW 2" \ i c-1 • ,, CONNECTION`:. ,,ti k 0 i i — DROP I I i ` _ 'p" -'� I PRESSURE RELIEF + ii 1 i f I I I Iv ...,-1,07, ,,.,,r) e", NEW 04" 11171 I !, �� �A VALVE 0I NEW TEMPERATURE _ ----- .•i � �r�1 .1 ;;• Ili' III �;: ----- i4 LJ - = 111 ll( 11C BALANCING 1, - .� CONTROL VALVE % ` 41-14 Ill i NEW 02 MIN 4000 PSI MIN 4000 PSI VALVE � ., � � ` (2) 01/2" CS SIMPSON (2) 01J2 CS SIMPSON ( 490TCV4801 ) � � - � � � �" J '- � .�..—� _ _ ' _i �I_ :� ► I I r EMERGENCY NON-SHRINK _ 3 NON-SHRINK STRONG BOLTZ 23/4" MIN �' I LE= ill NEW VALVE ��i 1 �e �C `� STRONG BOLT2, 2/4 MIN : ,:_.C_ ��:,� :.� , ,::.� ..:,�,; DRAIN GROUT PAD EMBED, PROVIDE 6" MIN GROUT PAD EMBED, PROVIDE 6" MIN BUTTERFLY , / CHAIN-ASSIST I► 3 � EDGE DISTANCE EDGE DISTANCE VALVES 1 4/211(11/41P -� �'`-" , '°til 3r —r' :I ' '_i' '-NEW 02" �_NEW 02" . (TYP OF 3) 11 1� 1l l .� ;r� `.) BALL RUPTURE DISC (BY OTHERS} � m NEW 400GPM NEW SLUDGE - •� -i1 __ �•, VALVE . (100 PSI) PIPE SUPPORT 4 PIPE SUPPORT 5 NEW f1�4" _" I �. _� �_ ► I V 1 HEAT EXCHANGER GRINDER s � CHECK VALVE— .111l-'d'- ��l I �Il � C��! ; j. IES„ �.�I( II��I 1;!. '—s-- SCALE: 1-1/2"=1,_011 -00 SCALE: 1-1/2"=1'-0" -00 +( ), , . 490HX1101 ►. t r:+ , )k. ,, w _ PIPE SUPPORT, \.,JET.: { ) ( 490GDR1101 } 1 =i �• g I 1 SEE DET 7 4 '' �n� '� -' 'I hi It ill4( PIPESUPPORT, �JSHTM-003 �+ JJ --- �! '1,' &:� =,, SHT M-003 ! ,__ ,• , _ PIPE SUPPORT, �` __ �" SEE DET 8 PIPE ELBOW {2) 01/2 CS SIMPSON PIPE SUPPORT, I girl "rNEW Q�1" RED i--� �I.i�. ! '. yiitA io�l1 (TYP OF 2) \ iL. 111'5 SEE DET 8, ! _ . .•:.� ! COUPLING RI �� �,��ri I SHT M-0037 (VICTAULIC STRONG-BOLT2, 3W' MIN SHT M-003 ��.. C...�• -= 1 = :.i VW ' •�-- �� --•-•---- - I EXISTING • llk .�:.=��--�� -= .�=�I =_ .'_;: 4.,, ,,_ EMBED, PROVIDE 18" MIN .' ! _'QA & CAMLOCK TUNNEL A �` i • .�����, ",`�: $\ Pit , PIPE SUPPORT, \ SHOWN) EDGE DISTANCE NEW 02" HOT TAP 1 . I a 1 ._ .`` FLOOR 4 "=— ° ° I (TYP OF 2) ° \\ Li { SEE DET 5, w/ BALL VALVE & I r A ° d �— I SHT M-003 7 CAMLOCK INTO EXISTING 14" NEW 02" SLUDGE NEW 02" EMERGENCY 01/4" ■ \\Irl NEW 02" SLUDGE NEW EQUIPMENT EXISTING NEW EQUIPMENT PIPE SUPPORT, WEEP HOLE DRAIN DRAIN w/ BALL PAD, SEE DET 1, TUNNEL PAD, SEE DET 2, SEE DET 5, DRAIN w/ BALL DRAIN TO EXISTING I j 11 VALVE & CAMLOCK THIS SHT FLOOR THIS SHT SHT M-003 VALVE & CAMLOCK TRENCH DRAIN �,� HSS i iii =� �� 2x2x1/8 0 11/4 / NEWBLIE SECTION B SECTION c NEW SCALE: 1/2"•=11-0" -00 SCALE: 1/2"=11-0" -00 ' —r-� 1 *USE WITH1 11 DOUBLE II II 1 _4 iNEWBLINE NUTTED / " .:71. B-LINE N728 B2400-2 CHANNEL NUTS 11-6 �� _. ..- EXISTING " EXISTING ,} #5 DOWELS @ 12" NEW EQUIPMENT MIN 4000 PSI (2) 01/2" CS SIMPSON TUNNEL 8 — OC, EW, CENTERED i PAD NON-SHRINK STRONG-BOLT2, 23/4" MIN FLOOR TYP GROUT PAD EMBED, PROVIDE 6" MIN 1 _ EDGE DISTANCE IL___ I 00 n PIPE SUPPORT 6 PIPE SUPPORT 7 Ti SCALE: 1-1/2'T=11-011 -00 SCALE: 1-1/2"=11-0" -00 - a #4 @ 48" OC GRID, (12) Co DOWELS MIN, EMBED 4" MIN INTO EXISTING SLAB 9,! w/ SIMPSON SET-XP EPDXY EXISTING EXISTING TUNNEL WALL NEW B-LINE NEW B-LINE 1�2" 3" 3" B225H NEW B-LINE TUNNEL WALL B22SH NEW B-LINE EQUIPMENT PAD , - - 82400-4* B2400-4* SCALE: 1/2,_11.011 -00 r A =m:0- 1 .c �+i0 _ , _ —e- A r+ _ 7 •:. - _.., ,.<' z _ 7 TI En t t Ti -T`A ;.I 1- 1 g _ #4 DOWELS @ 12" TYP OCLi_ , EW, CENTERED in I r --4— - NEW B-LINE - NEW B-LINE —�- - r B494-24 r r - B494-12 I A- �' 2` �,9 (2) 01/2" CS SIMPSON *USEri 01/2" WITH (2) CS SIMPSON *USE WITH ASTM A36 CS PLATE, �6� STRONG-BOLT2, 21/Z MIN B-LINE N225 STRONG-BOLT2, 2W2 MIN B-LINE N225 r. a #4 @ 12" OC GRID, (4) EMBED, PROVIDE 4" MIN CHANNEL NUTS EMBED, PROVIDE 4" MIN CHANNEL NUTS DOWELS MIN, EMBED 4" SEE INDIVIDUAL PIPE )-.t) EDGE DISTANCE EDGE DISTANCE SUPPORT DETAILS MIN INTO EXISTING SLAB SIMPSON SET-XP EPDXY FOR THICKNESS DOUBLE PIPE (2 REQ'D) SINGLE PIPE (1 REO'D) EQUIPMENT PAD 2 BASE PLATE 3 PIPE SUPPORT 8 SCALE: 1/2"=1'-0" -00 SCALE: 3"=1'-0" -00 SCALE: 1-1/2"=1'-0" -00 4 0 P R6114 fr DRN: LKG °RIG NOVEMBER 2018 Y 4+ � DATE: PROD NAME: SHEET TITLE: SHEET: 7 OF: 12 DWG#: �' �� �. y momDURHAM MECHANICAL II' / `A _ DSN: JGC DWG#: M-003 THI BAR IS ONE INCH DA E_ 11/7/18 s CleanWater Services PRIMARY SLUDGE HEATING SECTIONS AND DETAILS M-003 ,� OREGON q, CHK: WAR CAD FILE#: 18-2238-OR.DWG WHEN DRAWING IS SYSTEM PLC#: l��� +sER1' o `= FULL SCALE. Our commitment is clear. 411A 0 APPD: PLUM SCALE: NTSREV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PRo#: b3b8.076 ENGR STAMP: RENEWS 12-3l-20 GENERAL NOTES 1. NOT USED ® SHEET KEYNOTES { 1. CUT AND GROOVE EXISTING PIPE. INSTALL GROOVED FLANGE ADAPTERS a ... 2. RELOCATED 6" ECC PLUG VALVE r_ ,_ - III 3. RELOCATE EXISTING PLUG VALVE. , SHIFT PIPING TO THE RIGHT OR rtl' ' PROVIDE SHORT PIPE SPOOL. iiiiP :ii. ipiiirm 4. REMOVE EXISTING GROOVED COUPLING (BEHIND SUPPORT) AND PROVIDE NEW GROOVED PIPE A SPOOL. FIELD VERIFY LENGTH. - °.- """�, 5. 8x4 SCH 80 PVC WYE, WITH 4" BLIND - ,, - k FLANGE„PROVIDE 4" BLIND FLANGE . . — 721711103 dlf WITH 3!4 REDUCER BUSHING(s). 0 . ..._ „ ..� 4-41t) " 4 FLOW PI' 6. INSTALL TEMPERATURE GAUGE AND THERMOWELL.COORDINATE i IF LENGTH OF THERMOWELL W I 40 ENGINEER. STEM OF THERMOWELL 6" TO EXTEND 2" INTO FLOW STREAM. ._ ' 11111111111 12" © M°rin"" w+"" - irme..., --.1-0.-- _ „„ �' _ ... __... - — 8" PSL . .."'r.-isle 7 4 S TO GRAVITY 1 y'I THICKENERS I; r 'it .. ...,..4 ra 1 4,,F .. , 2 ,,,, , .0.4111 Li MOW co3 0 2 co PHOTO DETAIL - PRIMARY SLUDGE PIPING MODIFICATIONS PHOTO DETAIL - TEMPERATURE GAUGE AT GRAVITY THICKENER 1 f2 SCALE: NTS SCALE: NTS c 0 :a 4" BLIND FLANGE 8x4 SCH 80 PVC WYE = INTEGRAL TEMPERATURE /' W / 3/4" NPT TAP IN CENTER 8" PSL a TRANSMITTER/RTD ��. (EXIST) to � �' BY OTHERS a 0 FLANGED THERMOWELL 111° . •'' TEMPERATURE FLOW �- � ORIENTATE BRANCH ON SIDE GAUGE cm Vt" C.40k OR TOP OF PIPE Ai- ii '� ro I LOCKWASHER & NUT, WELDED 3/4" NPT -- THERMOWELL a, GROOVED COUPLING •. SST, 518-11 UNC (TYP) HALF COUPLING : TEMPERATURE a. . 7 GAUGE THERMOWELL FLOW \),14. •,.: .• om-lb ' y _ � g 2 / 2 — LOCK WASHER HWS 1 HWR AND NUT, SST IT 6x4 GROOVED WYE 6" PSL (SIZE PER PLAN) o OR 4" WELDED OUTLET cc a a I II D C z w (3TEMPERATURE M WELL & TRANSMI I I tR 4 TEMPERATURE THERMOWELL & GAUGE A SECTION THERMOWELL a• ° / SCALE: NTS - _ ��S �NG9NE .R ,�� N -/ SCALE: NTS - SCALE: NTS 75689PE Q � w Zi9it.41 s,cyoreacele a m OREGON U • N DRN. VEE DATE: NOVEMBER 2018PROJ NAME: SHEET TITLE: SHEET: 8 OF: 12 DWG#: ti• " 4/6- 0 7 .2-C) �.Q- DURHAM AWWTF MECHANICAL o DSN: MTI owe#: ,6\Z N's 1117118 �F� r,�Kyo �o _ THIS BAR IS ONE INCH CleanWab; Services PRIMARY SLUDGE HEATING DETAILS 1 M-004 WHEN DRAWING IS FULL EXPIRES: 06-30-2019 cHK: - CADI ILE#: 6368.76 M-04.DWG Our commitment is clear. SYSTEM MODIFICATIONS PLC t SCALE. o APPD: SCALE: NTSREV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PR J#: 6368.07fi ENGR STAMP: LL d i SEE AIR LINE REQUIREMENTS — 3/8" OD SS TUBING NOTE 2 aluhu `J 1. ' /41 \ r CONDUIT AND WIRING AIR HEADER 3/4" RIGID CONDUIT 3M6= BY OTHERS ALWAYS END WITHVERTICASTANDARD MOUNTING ORIENTATION SECTIONL DOWN ( n WITH ACTUATOR VERTICAL/UP ROOT VALVE SUPPORT END OF ) PLUG UNUSED CONDUIT -.It 1// ENTRY , PIPE SHOWN IN VERTICAL PLANE. - / (EXAMPLE-POSITION TO BE DETERMINED) .AkFILTER -\\ I , Ily , J NOTE 3 1 NOTES: ® P-0-) I 3/4" FLEX CONDUIT, 1. ALL TUBING TO BE 3/8" ! TO CONTROL VALVE NO MORE THAN 3 FEET LONG ! '1 I � REGULATOR O.D. S.S. OR AS OTHERWISE . SPECIFIED. —INTEGRALLY MOUNTED AIR REGULATOR. TURN SO THAT DRAIN COCK IS ON 2. ALL TUBE FITTINGSYr DO NOT BLOCK BOTTOM. REMOVE AND MOUNT WITH TO BE 316 SS SWAGELOCK VALVE INDICATION CLOSE NIPPLE IF NECESSARY. UNLESS OTHERWISE SPECIFIED. MOUNT VALVE ON PIPELINE SO 3. FILTER: PARKER HANNIFAN, THAT VALVE CONTROLLER FACE IS VERTICAL, WITH GAUGES IN PN: P32FB93EGAN POSITION TO BE EASILY READ AIR SUPPLY CONFIGURATION0 TEMPERATURE CONTROL VALVE SCALE: NTS SCALE: NTS Co 0 0 2 m a I- I3 v 1" MALE CAMLOCK 90 90° THREADED FITTING CO 1 1% 0 M (O CO M=0 _ CD 0 0 0 0) V C Y • CO a) 1" THREADED A I a) FLANGE (TYP) 0 1/2"(-- COPRESSURE = `` I ' , , , GAUGE 1" INLINE - . , E ANNULAR HIM �_ , a SEAL PRESSURE 0 0 I GAUGE , = (D = N- 00 V FULL PORT BALL cc, AC., VALVE (TYP) 1/2" EN FLANGE (TYP) e L__I �_ 1" PIPE NIPPLE, TYP. 1" NPT OUTLET 0 FLOW ii) 0 (,)a 00 _ J (0 00 PROCESS PIPE (SIZE PER PLAN) U INLINE ANNULAR SEAL / o (MATCH LINE SIZE) a 2 Q ICC Cz PRESSURE GAUGE 1 4 PRESSURE GAUGE 2 2 SCALE: NTS - SCALE: NTS c% .0 PROFF.5� a_ �J ANG!NEER �0� a 0 75689PE r Di9itae 44ta e J a Si Q >,co OREGON PROJ NAME: SHEET TITLE: SHEET: 9 OF: 12 DWG#: /l/F 7 ZO �Q 9 r DRN: VEE oA E: NOVEMBER 2018 cd sir -_ ll DURHAM AWWTF MECHANICAL 11/7!18 /9F� ��<c\P Too DSN: MTI DWG#: PLOT DATE: TA KED THIS BAR IS ONE INCH PRIMARY SLUDGE HEATING DETAILS 2 _ a WHEN DRAWING IS FULL C1eanWater Services PLC#: EXPIRES: 06-30-2019 r CHK: - CAD FILE#: 6368.76 M-05.DWG Our commitment is clear. SYSTEM MODIFICATION S SCALE. bi o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PR J#: 6368.076 ENGR STAMP: iia REV# DATE DRN APPD Y J INSTRUMENT IDENTIFICATIONLINE LEGEND ABBREVIATIONS & LETTER SYMBOLS BOLS INSTRUMENT IDENTIFICATION LETTERS TABLE AC ALTERNATING CURRENT EXAMPLE SYM PROCESS (CLOSED CONDUIT, DASHED LINE INDICATES -- -- —-— BUILDING OR AM AUTO MANUAL FIRST-LETTER SUCCEEDING-LETTERS ALTERNATE FLOW STREAM) FACILITY BOUNDARY BRG BEARING CAM COMPUTER-AUTO-MANUAL FIRST LETTER(S) PROCESS OR READOUT OR PACEQUIPMENT SYSTEM CCS CENTRAL CONTROL SYSTEM LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER —s PROCESS (OPEN CHANNEL) CL 2etc. CHLORINE (TYPICAL: USE STANDARD CHEMICAL ELEMENT ABBREVIATION) SUCCEEDING LETTER(S) A ANALYSIS (+) ALARM CM COMPUTER-MANUAL CLARIFYING ABBREVIATIONS B BURNER, COMBUSTION USER'S CHOICE(*) USER'S CHOICE(*) USER'S CHOICE*) _ ANALOG SIGNAL PARALLELING LINES COD CHEMICAL OXYGEN DEMAND i/— C USER'S CHOICE*) CONTROL (4 TO 20 mAdc, ETC.) A ACP-X CONTROL PANEL NO. X FIT BB D DENSITY (S.G) DIFFERENTIP� t �� _,,_ DISCRETE SIGNAL (2) 3(2) DC DIRECT CURRENT E VOLTAGE PRIMARY ELEMENT, SENS 4 (ON/OFF, ETC.) DCS DISTRIBUTED CONTROL SYSTEM XX Y\_ F FLOW RATE RATIO DCU DISTRIBUTED CONTROL (FRACTION) (A) (B) DO DISSOLVED OXYGEN G USER'S CHOICE(*) GLASS, GAUGE GATE // // PNEUMATIC SIGNAL (A) TOTAL OF 2 SIGNALS FCL 2 FREE CHLORINE RESIDUAL SET LETTER (USED WHEN THERE VIEWING DEVICE FOS FAST-OFF-SLOW ARE MULTIPLE DEVICES WITH THE H HAND (MANUAL) HIGH (B) 3 TYPICAL SETS OF FOSA FAST-OFF-SLOW-AUTO SAME UNIT NUMBER) X X X FILLED SYSTEM SIGNAL 2 SIGNALS EACH. FOSR FAST-OFF-SLOW-REMOTE CURRENT (ELECTRICAL) INDICATE TOTAL OF 6 SIGNALS. FP-W-X FIELD PANEL NO. WX (W = UNIT PROCESS NUMBER X = PANEL NUMBER) UNIT NUMBER J POWER SCAN K TIME, TIME SCHEDULE TIME RATE CONTROL STATION L L L HYDRAULIC SYSTEM SIGNAL ii FR FORWARD-REVERSE OF CHANGE CONNECTING LINES HOA HAND-OFF-AUTO HOR HAND-OFF-REMOTE PROCESS ID NUMBER L LEVEL LIGHT (PILOT) LOW — o o — DATA LINK !SR INTRINSICALLY SAFE RELAY M MOTION MOMENTARY MIDDLE, INTERMEDIATE LEL LOWER EXPLOSIVE LIMIT N TORQUE USER'S CHOICE(*) USER'S CHOICE(*) USER'S CHOICE(*) I LORR LOCAL-OFF/RESET-REMOTE LR LOCAL-REMOTE O USER'S CHOICI*) ORIFICE, RESTRICTION — 1 — — — NON-CONNECTING MA MANUAL-AUTO P PRESSURE, VACUUM POINT (TEST) LINES DIGITAL SYSTEM INTERFACES CONNECTION I MC MODULATE-CLOSE MCC-X MOTOR CONTROL CENTER NO. X Q QUANTITY INTEGRATE, A ANALOG INPUT WHERE X= TOTALIZE MSC MANUFACTURER SUPPLIED CABLE A = ALARM R RADIATION RECORD OR PRINT INTERFACE SYMBOLS OC OPEN-CLOSE (D)OCR OPEN-CLOSE-REMOTE V ANALOG OUTPUT H = MAINTAINED S SPEED, FREQUENCY SAFETY SWITCH OCA OPEN-CLOSE-AUTO M = MOMENTARY 00 ON-OFF A X DISCRETE INPUT S = STATUS T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION OOA ON-OFF-AUTO V X DISCRETE OUTPUT V VIBRATION, MECHANICAL VALVE, DAMPER, OOR ON-OFF-REMOTE ANALYSIS LOUVER I S )1 A I ®1 5-- A ) D > ORP OXIDATION REDUCTION POTENTIAL GENERAL INSTRUMENT W WEIGHT, FORCE WELL OSC OPEN-STOP-CLOSE X UNCLASSIFIED (+) X AXIS UNCLASSIFIED (+) UNCLASSIFIED (+) UNCLASSIFIED (-) pH HYDROGEN ION CONCENTRATION OR FUNCTIONAL SYMBOLS Y EVENT, STATE OR Y AXIS RELAY, COMPUTE, I I = PROCESS INTERFACE PLC PROGRAMMABLE LOGIC CONTROLLER PRESENCE CONVERT RIO REMOTE I/O UNIT Z POSITION Z AXIS DRIVE, ACTUATOR, C---) RM-X REMOTE MULTIPLEXING MODULE NO. X UNCLASSIFIED FINAL = SIGNAL INTERFACE RTU-X REMOTE TELEMETRY UNIT NO. X FIELD MOUNTED CONTROL ELEMENT SF SLOWER-FASTER TABLE BASED ON THE INSTRUMENTATION, SYSTEMS, AND AUTOMATION SOCIETY (ISA) STANDARD. A = INTERFACE NO. SS START-STOP SSC SUPERVISORY SET POINT CONTROL REAR-OF-PANEL MOUNTED e (+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. D = DESTINATION DRAWING NO. TCL2 TOTAL CHLORINE RESIDUAL (OPERATOR INACCESSIBLE) (*) WHEN USED, DEFINE THE MEANING HERE FOR THE PROJECT TOC TOTAL ORGANIC CARBON S = SOURCE DRAWING NO. TOD TOTAL OXYGEN DEMAND TURB TURBIDITY PANEL MOUNTED (OPERATOR ACCESSIBLE) SPECIAL CASES VHC VOLATILE HYDROCARBONS VIB VIBRATION >,co A DIFFERENCE m SUM YL 00 01 MCC MOUNTED ON AND OFF EVENT LIGHTS j © PROCESS OR SIGNAL LINE X MULTIPLY CONTINUATION N=1,2,3,ETC-c! 0 o DIVIDE ' f(x) CHARACTERIZED co X n RAISE TO THE Nth POWER COMPUTER FUNCTION HS 00 ON-OFF HAND SWITCH. MAINTAINED CONTACT SWITCH 11 (CONTROLLED DEVICE WILL RESTART ON RETURN OF INTERFACE TO OR FROM SQUARE ROOT o PROCESS EXTERNAL TO i AVG AVERAGE 07 POWER AFTER POWER FAILURE). a PROJECT 1:1 REPEAT OR BOOST IC"'J PLC FUNCTION SS _ HES > SELECT HIGHEST SIGNAL EE STOP START HAND SWITCH MOMENTARY CONTACT SWITC SELECT LOWEST SIGNAL .0_' v (CONTROLLED DEVICE WILL NOT RESTART ON RETURN } BIAS 0o OF POWER AFTER POWER FAILURE). % GAIN OR ATTENUATE cm r.. SHARED DISPLAY, P2 SHARED CONTROL 9 �� 0 SELF CONTAINED VALVE & GENERAL NOTES E TRANSDUCERS EQUIPMENT TAG NUMBERS A ANALOG I CURRENT 1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK ( *)ARE TO BE PROVIDED AS PART OF A PACKAGE SYSTEM. o D DIGITAL P PNEUMATIC WWW = FACILITY NUMBER 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK ( **) ARE 6 TO BE PROVIDED UNDER DIVISION 16, ELECTRICAL. E VOLTAGE PF PULSE FREQUENCYI WWWDDDXXYY —N DDD: CWS EQUIPMENT ABBREVIATION 3. THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION MAY BE USED ON THIS PROJECT. F FREQUENCY PD PULSE DURATION ARV = AIR RELEASE VALVE O' H HYDRAULIC R RESISTANCE G = GATE ct P = PUMP T = TANK ISSUED FOR QUOTE g EXAMPLE: ETC. N �lengineered. � is engOur difference 0. ,. FY I/P CURRENT TO PNEUMATIC XX = PROCESS ID NUMBER www.harrisgroup.com i d e — — TRANSDUCER (BACK OF o• - PANEL, IN A FLOW LOOP) YY = UNIT NUMBER rit ' _ cm - _�_ !mfr .2 m .. , - PROJECT NO: 51109.00 2 E - - - -6 oPROJ NAME: SHEET TITLE: SHEET: 10 OF: 12 DWG#: DRN: VEE DAE: NOVEMBER 2018 03 rt3i 71: moirmaii Imo 1 I II. Al DURHAM AWWTF PROCESS AND INSTRUMENTATION • M DSN: MI DwG#: THIS BAR IS ONE INCH PRIMARY SLUDGE HEATING LEGEND - 1 °E: 11/1/18 I-� � r WHEN DRAWING IS FULL C1e�riWater Services PLC#: • CHK: - CAD FILE#: 6368.76 I-01.DWG Our commitment is clear. SYSTEM MODIFICATIONS u) -o SCALE. C 11/01/18 CWS RDS ISSUED FOR REVIEW cws 6368.076 E o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: d— REV# DATE DRN APPD I VALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS —E>1— GATE -4 PRESSURE RELIEF NOTE: XX: AS ADJUSTABLE SPEED K DIAPHRAGM SEAL 120\ 41,, 120 VOLT, 60 HZ POWER CS-1 CONSTANT SPEED (SINGLE SPEED) —r>I— KNIFE GATE I AIR AND/OR VACUUM RELEASE CS-2 CONSTANT SPEED (TWO SPEED) ic )—I * H BUTTERFLY 460V�� 480 VOLT, 60 HZ POWER CENTRIFUGAL PUMP —101--v-1-110. PROGRESSIVE SUBMERSIBLE �r REGULATED SIDE If f BLIND FLANGE (DRY PIT) XX CAVITY PUMP XX SUMP PUMP GLOBE PRESSURE CONTROL \i/ —D811— BALL —r MULTI-PORT VALVES AIR GAP ANNULAR DIAPHRAGM SEAL s_ CENTRIFUGAL WET PIT COMPRESSOR VACUUM PUMP V (GATE VALVE SHOWN. FOR OTHER PUMP OR TURBINE PUMP XXi• (CENTRIFUGAL) —MI— VEE- BALL VALVE TYPES, APPROPRIATE yV PLUG VALVE SYMBOL SHOWN. ) VENT TO ATMOSPHERE RUPTURE DISK (PRESSURE) RECIPROCATING OR SEAT PORT SEAT PORTS ARE IMPLIED BY METERING PUMP AV1TPORNE)SSOR 8 ECCENTRICPLUGINDICATED FLOW PATTERN. XX (POSITIVE DISPLACEMENT) --17--1771— XX ROTARY PUMP {JDIAPHRAGM ANGLE GATE • AERATOR RUPTURE DISK (VACUUM) DIAPHRAGM PUMP PINCH4410 PIG INSERT POINT LWER OR FAN Aa SCREW PUMP (CENTRIFUGAL) Q TELESCOPE PLUGM XX GEAR PUMP OR BLOWER 0 XX —1-- NEEDLE © SAMPLE 0 (POSITIVE DISPLACEMENT) —Nitj— SWING CHECK RECEPTACLE ElleFfOR ID PIG CATCH POINT XX -110 L EJECTOR MUD —lei PISTON PUMP —1(0 1— BALL CHECK iA SELF CONTAINED MIXER XX PRESSURE REGULATING (CLAY-TYPE) AIR SUPPLY N.NJ BACKFLOW PREVENTER D,,a_ —101- ROTARY H SD COMPOSITE SAMPLER 0 ELECTRIC MOTOR �rBALANCING VALVE Df--H (DIPPER TYPE) SS COMPOSITE SAMPLER (SUCTION TYPE) I. TV MONITOR GATE SYMBOLS TV r TV CAMERA A BANDHfLOGIC ELEMENT: ° SLUICE E FABRICATED SLIDEC STOP LOG F'CIFA AND NOT B THEN C —9- 1 BUTTERFLY FLAP FO A 1_914 LOGIC ELEMENT: FLOW STREAM IDENTIFICATION OR INTERLOCK. SEE B OR IF A OR B THEN C ACTUATOR SYMBOLSCONTROL DIAGRAMS F ,1 I 14 ALP AIR, LOW PRESSURE ARPNEUMATIC DIAPHRAM �I I CGSD CHILLED GLYCOLACID RISTANT O RAI D XX UTION SPRING-OPPOSED, SINGLE OR VALVE POSITIONER -1,,--1„J-, PI FLUSHING CONNECTION COND CONDENSATE DRAIN DOUBLE ACTING CW CITY WATER D DRAIN (PROCESS) Fil XX PNEUMATIC CYLINDER r----4.f T MANUAL PURGE SET DCF DEWATERING CENTRIFUDGE FEED X SINGLE OR DOUBLE ACTING X : W = WATER HOSE ADAPTOR DF DIGESTER FEED DG DIGESTER S ACTUATED BY ONE INPUT A = AIR DSL DIGESTED SLUDGE 0 ®f SEAL WATER SET M XX ELECTROHYDRAULIC SEE 0v EEXH ENGINE EXHAUST FA FOUL AIR ELECTRIC MOTOR f—C811 I 1 a , FF FOG FEED AIR 5ET FM FORCE MAIN xx TDIAPHRAGM, DIFFERENTIAL xx ost, XX= SUPPLY PRESSURE SIGHT GLASS FOG FATS, OIL, GREASE >, S PRESSURE IN PSIG. FOG/RCY FOG RECYCLE 74 FP FIRE PROTECTION 1- SOLENOID FFLCPLLLX / \ HPA HIGH PRESSURE AIR ! 7 PANEL CONTINUED HPNPW HIGH PRESSURE NON-POTABLE WATER NOTE: ' * ` �/ ON SAME OR OTHER HRR HEAT RECOVERY RETURN XX ON LOSS OF PRIMARY POWER (PNEUMATIC, ELECTRICAL FILTER/ DRAWING HRS HEAT RECOVERY SUPPLY co N- OR HYDRAULIC) REGULATOR/ ` _ HWR HOT WATER RETURN a HYDRAULIC XX: FO =FAIL OPEN GAUGE SET PANEL OUTLINE HWS HOT WATER SUPPLY 2 FC =FAIL CLOSED LO LUBE OIL o FLP=FAIL TO LAST POSITION PANEL NAME MF MIXED FUEL 76 t= FLEXIBLE CONNECTOR % NG NATUARAL GAS co NPW NON-POTABLE WATER ��J NPW/H NON-POTABLE WATER (HOT) to PRIMARY ELEMENT SYMBOLS PULSATION DAMPENER SKIMMING MECHANISM OD OVERFLOW DRAIN OF OVERFLOW DE PW POTABLE WATER .® PARSHALL FLUME DENSITY METER PSC PRIMARY SCUM �� ULTRASONIC mii E �� FLOWMETER �---, FILTER WW1 SCREW 0 PSL PRIMARY SLUDGE WEIRRD ROOF DRAIN Q 14 I r , ELECTROMAGNETIC XX RE REUSE RSL RECIRCULATED SLUDGE E FLOWMETER GENERIC DRIP TRAP r+.vvvv.ivv�.av SCREW CONVEYOR E —A:I—Rs- ORFICE PLATE �� SAN SANITARY SEWER t SD STORM DRAIN n _millkHow. PROPELLER OR TCW TURBO COOLING WATER TURBINE METER (LEr� TSL THICKENED SLUDGE -- ® FLOW TUBE LEVEL (ULTRASONIC) FLAME TRAP it n] INLINE SILENCER �-- V VENT� 0 WLO WASTE LUBE OIL THERMAL FLOWMETER ePIPE CAP WST WASTE DRAIN co —Borl—ER.- PITOT-STATIC STRAINER - w FI ROTAMETER LIT LEVEL (RADAR) o = ate. — D —� VORTEX METER i n< I))) HORN/STROBE _ CALIBRATION COLUMN ISSUED FOR QUOTE ' _ I Our differenceisengineered. E LETT LEVEL (SUBMERSIBLE LS LEVEL (FLOAT) `'� ISR INTRINSICALLY SAFE RELAY Q PRESSURE ISB INTRINSICALLY SAFE BARRIER C m �/ E www.harrisgroup.com mT 1:: LEVEL (BUBBLER TUBE) Harris Group E m s E PROJECT NO: 51109.00 _ - 6DRN: VEE ORIG NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: 11 OF: 12 DWG#: DATE: DURHAM AWWTF PROCESS AND INSTRUMENTATION co co DSN:CO MI DING THIS BAR IS ONE INCH PRIMARY SLUDGE HEATING LEGEND - 2 DLTE: 1111118 C1eanWair Services 1-02 03 r CHK: CAD FILE#: 6368.76 I-02.DWG WHEN DRAWING IS FULL SYSTEM MODIFICATIONS PLC#: - • a) SCALE. C 11/01/18 CWS RDS ISSUED FOR REVIEW Our commitment is clear. aj o APPD: - SCALE: NTS CWS 6368.076 ii I REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: SCADA REMOTE TEMPEARAEURE TEMPERATURE RUNNING FAIL STARTTEMPERATURE POSITION CMD TEMPERATURE DENSITY TEMPERATURE FLOW 1(00 FAIL (RE� (TI� 1 IiZI VTC ITI� (Di (T)--1 (FI1 — L"--- --"I L\ i l",-- / ✓ l — — I \ I — — I . _ II._ _..., � � I II ISI/ I — _ i �� l _ _ — �. _ ° 0 0 0 0 PLC 21 PLC 7 PLC 5 ON I I FAIL I I RE I I TI I I ZI I I TC I I TI I DI I L I Fl I I Q If , - - - - - - - - - - - - - - — f — — 1 - - - _ _ - - - - 1 I 1 490GDR1101-LCS ®HOA f480V \mPIR ON \mRtl1NNING \ .IPPED YL /�-,\ /�."\ /�-"\ ti L W STOP/RESET START REVERSE Hs ® HPA 004 ❑O 10:141141-4, TO HWR �� �—, �� 90TC l 4801 *H<*1 ---"N__.,-- r--}� — . 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