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Plans (13) M EC2018-00969 • • . ►�� �� tq RECD Drawing Vicinity M DEC 11 2018 CITY OF TIGARD II .DING DON . _ . '4414001 ' ASTORIA PROJECT LOCATION SHEET # DWG # DRAWING TITLE HOOD RIVER - GENERAL PORTLAND 84 PENDLETON 1 G-001 TITLE SHEET, INDEX OF DRAWINGS, AND VICINITY MAP 4 t � THE DALLESTIGARD, 2 G-002 PIPING SCHEDULE, DESIGN CRITERIA, AND NOTES TILLAMOOK Cw CrtrJRlsE TO GI LA GRANDE -"III ""41111‘‘. 1 CIVIL z SALEM Clean Water Services 3 C-001 SITE PLAN, TUNNEL ACCESS PLAN AND STAGING AREASLi_i CP 8 NEWPORT STRUCTURAL o ALBANY 4 S-001 STRUCTURAL NOTES, SYMBOLS, ABBREVIATIONS AND QA PLAN 9 11, REDMOND EViLLE SISTERS Nt MECHANICALEUGENE BEND VALE 5 M-001 ISOMETRIC 6 M-002 PLAN AND SECTIONS 0 BURNS DLJRHAM AWWTF 7 M-003 SECTIONS AND DETAILS 8 M-004 MECHANICAL DETAILS 1 0 9 M-005 MECHANICAL DETAILS 2 ROSEBURG 0 OREGON PROCESS AND INSTRUMENTATION (NOT IN CONTRACT, FOR REFERENCE ONLY 10 I-01 LEGEND-1 PRIMARY SLUDGE 11 I-02 LEGEND-2 f 12 1-03 P&ID PRIMARY SLUDGE HEATING GOLD BEACH MEDFORD KLAMATH FALLS LAKEVIEW C; o ,,c, HEATING SYSTEM,_ Location a, Map 1 11* " , Lo OWNERS OFFICE . co 16060 SW 85TH AVE - • ' P 00 0, PROJECT NO 6368 • 076 ._ '� TIGARDec , OR 97224 44 I f4 1 0 at * 41 4041 0 �� - •rte 0 .• .4!: z O I 1NS. (11" N. , sob 0 4 * 4;. 4 a n . 4 .........,______ (7) L SFE':: • i 44 i �'' �� _ • i OWNER: Sta � . 'E . F M , �t CLEAN WATER SERVICES `e1 '- rie*, ► , 1 w 'l -4 ; - ` ' a 2550 SW HILLSBORO HWY ""� 0 �' :r€vete ano, i.:tea . - ; • 1 w �" i. speN � , HILLSBORO, OREGON 97123 i C- �' CD (503) 681-3600 r ol:e ir44� <le: in Cor`,t�F - Q �' CD E:::,-74-,..:t!: t. t rnot-Fesis:;;�c ,.':F a Frame ► • at -1111001 cd CO ENGINEER: €leinforc ng Steel&Iarestvc,>;. 7N Tendon k uJ r i MURRAY SMITH # I V) 888 SW 5TH AVENUE, SUITE 1170 ❑ vt�ucturalWelding } - 11 V 0 ❑ High-Strenght Lang ; a' PORTLAND, OR 97204 o t! ° © Si;t?ctraratUasonry $ ► . cin ° PETERSON STRUCTURAL ENGINEERS ED Gypsum Concrete ' I t 9400 SW BARNES ROAD, SUITE 100 ❑ Insulating Coacecte Fill ti 1 oak PORTLAND, OR 97225 ❑ 5 ra '"su: R$sisr : ,==; :>ais 41. X P Y+ P y. i 4411 in El Pilings, U n -c Piers and Ceiccons ► i, .,, 5 HARRIS GROUP . '- Ili .` 2525 SW 1ST AVENUE, SUITE 125 0 Shatcrete le - , ? „um, .._ goPORTLAND, OR 97201 0 Sii_,- `^,-- --,_:uet:o asp. Filling ,/I - ,, y `,.40*9 .rte ►` I W . : 41f. lr ill 14 0. SITE ADDRESS:If) / !_:_; Cerrlr� _ .�r; ti 1- CLEAN WATER SERVICES - — . PROJECT i. -. DURHAM AWWTF Vii, �.' ' AI& '"• ' CL LOCATION , .., - .- ; ` cx 16060 SW 85TH AVENUE . •.... TIGARD, OR 97224 ' � OFFICE COPS +� ~ 16540 SW 85TH AVE `,,` . lillr o TAX LOT NUMBER: 16580 CITY OF TIGARD TIGARD, OR 97224 "Ir i REVIE FOR CODE COMPLIANCE '"' LZ Approved: l •• . .y, :14.,t,i w FIRE DISTRICT: TUALATIN VALLEY FIRE AND RESCUE OTC; j _ a� ► > > !tt .i.• O C cc o Permit#: rrlecni 51-no9 C c Address: ir_ r- yo t 1,‘ Suite#s VALIDITY OF PERMIT _J CPa a, $ Date: THE ISSUANCE OFA PERMIT ri ' , ys �.- 1�_�flBASED ON ���ED P ROFFss m DOCUMENTS AND OTH RN I a �S ANG i NFER /O THE CODE OFOC AL FROM 75689PE N jN RirQUIRING THE CORRECTIO N y re9Ctae S Zatene QF ERRORS, OSSC X05.4 aEGoN 0o DRN: VEE ORIG NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: I OF: 1 2 DWG#: �! �6/ a'�g' Q` o\ DATE: / N� 2 L\ DSN: MTI DWG#: DURHAM GENERAL PLOT C4q,, r 07. 1DC��� ` - PRIMARY SLUDGE HEATING TITLE SHEET LOCATION MAP DATE: 11/6/18 AKEo THIS BAR IS ONE INCH PRIMARY G-001 EXPIRES: Q6-30-2019 it WHEN DRAWING IS FULL SYSTEM & DRAWING INDEX PLC#: CHK: - CAD FILE# 6368.76 G-01.DWG Our commitment is clear. � SCALE. 6 o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 CWS 6368.076 REV# DATE DRN APPD Y 9 PROD#: ENGR STAMP: J PIPING SCHEDULE SIZE INSTALLATION AREA MATERIAL SPECIFICATION LINING TEST TYPE SERVICE ABBREVIATION (NOTE 1) (NOTE 2) (SEE NOTE 3) (NOTE 4) SECTION JOINT TYPE COATING MATERIAL COLOR LABELTEXT 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, FLG - - - 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 N P: PUSH-ON 0 3. AREA MJ: MECHANICALJOINT CO T: TUNNELS 3 6. COATING E: EPDXY 0 0 "-": NONE ` (Jo OCi (0 r0 ABBREVIATIONS GENERAL PIPING NOTES 0 • D DRAIN (PROCESS) 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE 0, HPA HIGH PRESSURE AIR SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. HW HOT WATER DESIGN CRITERIA HWS HOT WATER SUPPLY 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. N HWR HOT WATER RETURN NPW NON-POTABLE WATER 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT ui PRIMARY SLUDGE HEAT EXCHANGER PS, PSL PRIMARY SLUDGE RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL o NUMBER OF UNITS 1 PW POTABLE WATER SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. SPL SAMPLE •EMANUFACTURER OTI MODEL HXT6X24.21 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS NOT SHOWN FOR PIPES UNDER 4". FINAL o SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE (0 TYPE CONCENTRIC TUBE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. ai CAPACITY, BTUH 4,000,000 M SLUDGE FLOW RATE, GPM 400 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH N SLUDGE INLET TEMP, DEG F 50 THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION i SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. o SLUDGE OUTLET TEMP, DEG F 70 a SLUDGE VISCOSITY, cP 40 6. SYMBOLS, LEGENDS, AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED WATER FLOW RATE, GPM 400 (200 EACH PASS) THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY USED IN f WATER INLET TEMP, DEG F 160 THE PROJECT. WATER OUTLET TEMP, DEG F 140 7. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. 5 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 8 WITH 4-INCH FLANGE 8. PIPING LOCATIONS ARE APPROXIMATE. ADJUST AS REQUIRED TO CLEAR EXISTING CO WATER TUBE DIAMETER, INCH FEATURES SUCH AS ELECTRICAL CONDUIT, AND PIPING, AND TO CONNECT TO EXISTING w CONNECTIONS PIPING. CONTRACTOR TO FIELD VERIFY ALL PIPE LENGTHS BEFORE INSTALLATION o MATERIALS OF CONSTRUCTION STEEL ASTM A53, STD WITH 9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE a EXTERIOR COATING, NO Q LINING CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS i CONTRACT TO THE EXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHER D CONTRACTORS. 0 W 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. � y a. to • Q) 11. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL °' INCLUDE FLOW DIRECTION ARROW AND PIPE USE. Q m PR G.\Ca QFFos U J ANG I NEER 'al 75689PE -9 in NO o De9cred Se9aatene to VI y ` OREGON o ORIG PROJ NAME: SHEET TITLE: SHEET: 2 OF: 12 DWG#: v°'yE 07, Z°\ry (i.- 0 Q o co DRN: VEE DATE: NOVEMBER 2018 a N. I DURHAM GENERAL 4',/ jgKEO �.�P PLOT 11/7/18 DSN: MTI DWG THIS BAR IS ONE INCH CleanWater Services PRIMARY SLUDGE HEATING PIPING SCHEDULE, DATE: G-002 ( I aEXPIRES: 06-30-2019 CHK: - CAD FILE#: 6368.76 G-01.DWG WHEN DRAWING IS FULLour commitment is clear. SYSTEM MODIFICATIONS DESIGN CRITERA, PLC#: SCALE. AND NOTES Is APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 6368.076 ENGR STAMP: REV# DATE DRN APPD 1 • ( 1; 1 - MAIN ENTRANCE u Lt— I X x I x GENERAL NOTES I 1/ ��- _ �L 1 . CONTRACTORS FOR VARIOUS PROJECTS SHALL CONFINE GATED ENTRANCE--° --0.-; ° \ I I I OPERATIONS TO THE STAGING AREAS AND WORK ZONES INDICATED � ° Q 0 'j' 0 0 0 0 ON THESE PLANS AND SHALL 0 Q W I COORDINATE WORK WITH OTHER ' cie Q c? QCS 0 0 T THOCONSTRUCTION.ROUGHOUR NSITE TRUCTION. N., e 0 0 0 0 0 CONTRACTOR SHALL NOT BE Q Q 0 \ ENTITLED TO DELAY DAMAGES OR - • ° 00 Q ,\ CLAIMS RELATED TO ONSITE -,-= o PRIMA' ` 0 — - - x x x x x x x COORDINATION WITH OTHER �. _ CONTRACTORS OR • EFFLU- T � x x SUBCONTRACTORS- ---1 - MPS ATIO ♦ —1 00i 2. CONTRACTOR IS RESPONSIBLE FOR 0 _j FREIGHT ELEVATOR 0 0 1` ANY WORK REQUIRED TO PREPARE [ _ ' STAGING AREA INCLUDING BUT NOT x s i 8000 LBS GLM LIMIT 0 LIMITED TO FENCING, PAVEMENT Q° , r i.\\\ x rr MARKINGS, ETC. •-•\ . 6 ro - I / ! L 3. NORMAL WORKING HOURS ARE Q \\ 7:00AM TO 5:00 PM, MONDAY - I Q AERATION x FRIDAY tr / ' E PRIMARY p CHEMICAL 'BASIN NO. r , Xfq, I CLARIFIER BUILDII�IG //( 4 ® SHEET KEYNOTES ' • il I NO. 4 SECONDARY11 { I 0 i r CLARIFIER POLE _ -- tit [ I� BARN ,, 0P f_- — 1. CONTRACTOR PARKING AND • o ��� � � � ° N0. 4 _ _ x _ ;!!I I t' I .nom..,"—'A �-`1 • i��� 1 M 0 `'- . 1 . _ d r STAGING AREA - - I '' 0 f N . ._,,,_ . _ ,771-- 1 .- AERATION o 0 ""-- • 2. STAIR ACCESS • ' R 0 0 '' i BASIN oPUAAPIIV •■ 0 '� 1 - I - - -- - - Q GI 0to. 4It0 0 , . NO. 3 - ❑STATION - 9 3. FREIGHT ELEVATOR ACCESS. MAX ���� 0 b a • i CAPACITY: 12,000 LBS �� ° I 4. ACCESS POINT TO LOWER HEAT 0 . o SECONDARY 1\ 0 dr:4 EXCHANGER INTO • XCESS FLO .4411s...` = q BASEMENT/TUNNEL LEVEL. 8' (W) x DIVERSIONS - CLARIFIER a • ELEC7F1'IC � � - 12 (L) ACCESS HATCH PRIMARYa ` SUB NO. 3 • ° m CLARIFIER STRUCTJRE , -' Q 0 •- 1 / STATION Cr Q' NO. 3 5. CONTRACTOR CRANE STAGING p �� • J 0 ^ _, SURGE BASIN SUI AREA - . ' °• ♦ �_ 4 _ ,. & NO. 1 . 0 w r, o0 ROAD C 6. ALTERNATE ACCESS POINT TO o 0 • _ al ° o LOWER HEAT EXCHANGER INTO cd co �' � 0 • Alliralh Ls, PRIMARY •, BASEMENT TUNNEL LEVEL ,--Th - ' CLARIFIER 111111P1 0 • NO. 2 l. 4 .. �� ... . 77-)`\ f '- 7 P - r Ate" TIONC? * • cy,C 17.0 ■ , 3 1 • 0 -60 Qp - / NO 2 `' '!�` ❑ OVERFLO N o PRIMARY . - LIQUIDS CONTROL SECONDARY , i, J STRUCTUE:E ELECTRICAL AREA, . CAL CLARIFIER / SEE DWG E-03 CLARIFIER7'IFIEP fon , / NO., 2 O. 3 0. / / , 0 >`x .• ° , Ii- PRIMARY SLUDGE HEAT °°° -- o EXCHANGER LOCATED - '> CHEM ♦AL ,r! - - - - ADJACENT TO LOWER LEVEL - i' % • CLA- TIER / l - 0 0 /0\1 OF LIQUIDS CONTROL IN 0 cci ° LIQUIDS TUNNEL, SEE400:411pj ,; FILTER p LIQUIDS BACKWASH c O �0 MECHANICAL & ELECTRICAL p f 8 -,,-.)-L° ;.-, // DRAWINGS. <;,. , • 1 , CONTROL BLDG BASIN I V /� 0 ti. . iMMI•W / N O. 1 ,, ^ /I,� i,L r-'-'- 2 -- / a o / 2 ? O • a , ��o TUNNEL BELOW • w J4, SOLIDS AND LIQUIDS i — ��� 00 -41 7,z , , CONTROL BLDG /7 Uht CRL 0 R AD "EH - ••�� 0 0 c 0 0 ##### •• - o i `; O&M PRIMARY SLUDGE PIPING •••r co ) �I OFFICES MODIFICATIONS, •SEE DWG •••• ` r.9 iti 440' � . • M-004 -\� �� /� r ,.••• I— L. ' \ V� �,� © •• - 7, k 0 _,,, i AL .. p,a lib Q ‘Ir. 4111 SLOSOLIPSEWATERING .�,• • �O . j '�� '410BUILDING tP4 -- 40 .; o " ,-----" V 7(' , 4001 .,- rig • r _ �''� •• D et i'''''' „, / • w x / ••,,` ` O O 7/7 O n / 1 [ . i 1••, • 0_ -,„,..,,k r / /� TEMPERATURE GAUGE AT / •••••• ( SITE PLAN "� Y // - i GRAVITY THICKENER 1, SEE * ••• $001 SCALE: 1" - 100` / .4" 1 j . DWG M-004 < co _.,,„,, 0 100 200 c'� 0 PRQFec� (� • • / . � l v �'1 0,yG 1 NEER 19 I a 0 �. / •,• 1"=100' 75689PE Nf Drfdtae State - r1 r , •• J OREGON •O CO DRN: VEE O E: NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: 3 OF: 1 2 DWG#: vG�E o 7 2Cry �� DURHAM CIVIL DSN: MTI DWG#: PLOT: 11/6/18 •- •--e, y9F! rq CEO 10��P THIS BAR IS ONE INCH CleanWater Services PRIMARY SLUDGE HEATING SITE PLAN, CHK: "" CAD FILE#: 6368.76 C-01.DWG WHEN DRAWING 1S FULL C-OO 1 a) SCALE. Our commitment is char. SYSTEM MODIFICATIONS CONTRACTOR STAGING AREA, PLC 4: I EXPIRES: 06-30-20191 o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 AND ENLARGED PLAN cwS 6368.76 Li 11 REV# DATE DRN APPD 9 PROD#: 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 f'c 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. 1.1.3. DURING PLACEMENT OF CAST IN PLACE CONCRETE (NIP) 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIED/DESIGNED 1.1.4. SPECIAL INSPECTION IS NOT REQUIRED FOR FOOTINGS WHEN THE REQUIRED CONCRETE STRENGTH IS LESS ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION 5. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. THAN OR EQUAL TO 2,500 PSI. SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE 1.2. EPDXY ANCHORAGE 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 NOTIFIED IF CONFLICTS EXIST. ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM494, USED 1.3. STRUCTURAL STEEL 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%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 23,500 LBS HORIZONTAL SEISMIC, Eh 12,100 LBS MANUFACTURED METAL FRAMING SYSTEMS: VERTICAL SEISMIC, E„ 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, SDs 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 1-1 111NGS 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 B 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 cn cii 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. E 1. ALL EMBEDDED CONCRETE ANCHORS SHALL BE TYPE 316 STAINLESS STEEL. 4. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE. 0 2. ADHESIVE: «, 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 co 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. o HARDWARE. Q U 2.2. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2, ADHESIVE ANCHORS co SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. = 2.3. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-11 a, SECTION D.9.2.2, INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD c ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI E AND IN ACCORDANCE WITH ACI 318-11 SECTION D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE: THE STATE OF a 0 OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-11 SECTION D.9.2.2. m 0 3. MECHANICAL: n 3.1. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL , ¢ ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS ,`�ED f� co > WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. �� ri.NGINetR /i (NI �G 822327 n - y F ORIG DAN: EFL DATE: NOVEMBER 2018 PROD NAME: SHEET TITLE: SHEET: 4 OF: 12 DWG#: DSN: EFL DWG#: S-OO1 l� DURHAM STRUCTURAL `"• ` AI Q PLOT , 7. i-o-1 /!r THIS BAR IS ONE INCH PRIMARY SLUDGE HEATING NOTES, SYMBOLS, DATE: 11/6/18 ,y�o „ 15. 13 `r Ico - C. PRIMARY ServicesS 001 Fo,,,�o SYSTEM ABBREVIATIONS AND QA PLAN PLC#: a r CHK: EFL CAD FILE 18-2238-OR.DWG WHEN DRAWING IS Our commitment is clear. 'EXPIRES 12/31/18 •c� � FULL SCALE. • o APPD: EFL SCALE: NTSREV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PR J#: 6368.076 ENGR STAMP: L_ a I i - 1 i II r 1 r 1 LEGEND IIIHOT WATER SUPPLY (HWS) I 61, HWR MN HOT WATER RETURN (HWR) 3/8" ■ PRIMARY SLUDGE (PS) /8 HPA :,..,.„ � .„ 111„ HIGH PRESSURE AIR (HPA) 6" Hwy OWNER SUPPLIED EQUIPMENT 8m//////////////////////////////////////111///////////////////////////////////////////////1/11////////////////11//////////////////////////////////1///////////////////////11//////////irir Ar i lliro.illprr,-., . . " pS PIPE SUPPORTS ■ F. iii 1 r , n Mr 4 I PI' Alt ,,,, , ,. ,_ . - _ , ,. . , , ._ , .. ., .7: . 4 0 , • EXISTINilliallimmil lit G 1411 —i-vAIN 404/4 lib ..101; ._A IIV , lac 411 immimi. Aqi� i _ �� # dF _ _ op:111"1111:1.0 III'I 41111MOININ imam --V PI vi 0 is 0 m 0„a 0oammoommommommimmumommmommimmommommo.4 44111, 410 f 14 witossila Wit ,f 1 - . 1 SEE M-003 FOR STRUCTURAL "NilliIlli"IIIIIIII""1"1"NlIll""Ill""Nill"Illi' reggiA -` D ETA I LS ----, `'' EDGE O F "__ TUNNEL WALL , 1 .. , feu ,, , .., . , , _4. , ._...„. ...„. _ iosoik __ __, M -oo •...,_ 71/ ., _ , . ,,..7,.0. ..! . _. ,.. . , „ 4, ,. _____„_________________________________ ... .,... .„. 4 4, .. r....... ISOMETRIC VIEW SCALE: NTS PROF 6w t DRN: LKG OR'G NOVEMBER 2018 PROJ NAME SHEET TITLE. SHEET: 5 OF: 12 DWG#: CZ 411 gag 4 . .* # DATE: DURHAM MECHANICAL � ler, DSN: JGC DWG# M-001 rn PLOT 11/7/18 / k THIS BAR IS ONE INCH Cleanw� �CeS PRIMARY SLUDGE HEATING ISOMETRIC DATE M-OOH Fa o CHK: WAR CADFILE#: 18-2238-OR.DWG WHEN DRAWING IS ,e oat commitment is clear_ SYSTEM PLC �l �4013ER'a,ti040 FULL SCALE. `� APPD. PLUM SCALE: NTS411 A IN cws 6368.076 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: RENEWS 12-3 I—20 ROUTE PNEUMATIC LINE —NEW 02" HOT TAP w/ GENERAL NOTES „ „ / EXISTING FROM TEMP CONTROL VALVE - - 9 2 -g 11 -10 BALL VALVE & CAMLOCK TUNNEL WALL TO EXISTING HPA DROP3 INTO EXISTING 14" DRAIN --;, \F NEW 0%" PIPE SUPPORT, PIPE SUPPORT, 1. HEAT EXCHANGER SLUDGE GRINDER ROOT SEE DET 8, SHT NEW PNEUMATIC SEE DET 8, SHT 1�_p« 1'-5/4" PIPE SUPPORT, AND 4 PLUG VALVES ARE FURNISHED BUTTERFLY VALVE FILTER / GAUGE SET �� NEW 02" PRESSURE I SEE DET 7, ( ) (BY OTHERS) I VALVE M-003 M-003 REFREF SHT M-003 BY OWNER. CONTRACTOR TO INSTALL. SEE DET, SHT M-005 RELIEF VALVE A .kne---- 3 i 2. ELECTRICAL CONDUIT AND WIRING w ~- ,.._. 1 I PROVIDED BY OTHERS. \-_-- ------- - - -- — - - — -- --- - 'i1L 1i - - 1.. Molt. --- --- III_ ----- ----- - - -- -- - --- ' �� ___ 1. .: NEW 04" I1 NEW iti) TEMPERATURE NEW 400GPM 11 -` I-- PIPE SUPPORT, ' NEW 02" RUPTURE NEW 06" HOT WATER NEW 06" HOT WATER 0 \\-H BUTTERFLY NEW 0314 ��� 7 - , w SEE DET 5, I DISC (100 PSI) RETURN LINE (ABOVE) SUPPLY LINE BELOW EXISTING EXISTING C ECK VALVE CONTROL VALVE HEAT EXCHANGER VENT PORTS w �l.�*...- —> SHT M-003 (BY OTHERS) (BY OTHERS (BELOW) TUNNEL WALL 014" DRAIN cel VALVE - -e ) (BY OTHERS) ( 490TCV4801 ) ( 490HX1101 ) BALL VALVES PRESS. GAUGE NEW 02" SLUDGE i 1 1 I DRAIN w/ BALL VALVE S g SII-- - -----4I lk- - - - _ w/ SEE DET SHT �I2)-wA & CAMLOCK M-005 TYP OF `�� I -!' - --- --- ---1 -- _____L_ • �,E�--II,1 T�. " !II _ NEW 06" NEW a tO :� U- ` iii I r ° IiL.- i f',: _�.:'"'"'�Il k SLUDGE LINE SLUDGE GRINDER cn + t _ '!� �!i�lll N i- I- , w II I i !I II 1 I' I 11114 ) : I 1� PIPE SUPPORT, SEE ( 490GDR1101 ) I— z r, oc L' .� ' ' i 1 1 I i :;•,' TEMPERATURE =-� �� z c? w u p i III _ J _ _ _— �_ :�� DET 5, SHT M-003 � -- - ---�-- I,Ig11 THERMOWELL & i7 " NEW PIPE ClPPORT, m - IF NEW 06 1 EXISTING 08" u w 0 I 0 11 V 1 0 1 \ �_! �t TRANSMITTER LxW TO PLUG VALVE MATCH EXISTING .rte: .. w/ CHAIN-WHEEL TYP OF N SLUDGE LINE O' O i *- 1 iim " _ � ����1 SEE DET, SHT SUIT ( 4) w in u _ wil '— - - - �1h IIII M-004 TYP OF 2 # _ �, II II II _-_�_ _..�_� �..._ �._ - � (c� f�4 , ..II l I I - -_�._ �_.........�—-...�.—�... A a L �. _ .• ••IiimIi 3 � i�. _I. � � 1 N��7C4e--� � TJ---- --- - - - - - - - - - --- - - - I t i --- - EXISTING l I I I � y `4_r� __ � �, �J f , � , N— \ '4 PRIMARY SLUDGE r - ►r; J LINE & NEW Y �-��_ - --`�f�--_-- - - � � ., \ 1 �"_ 11 � EXISTING 08" SLUDGE GRINDER NEW 04" NEW 06" NEW 08" 1'-g" 4'-3" C/C 4'-3" C/C BALANCING PLUG VALVE SLUDGE LINE SLUDGE LINE NEW EQUIPMENT y ANCHOR BOLTS ANCHOR BOLTS VALVE w/ CHAIN-WHEEL NEW 08" PAD, SEE DET 1, PLUG VALVE NEW EQUIPMENT PAD, SHT M-003 NEW 01" WATER w/ CHAIN-WHEEL SEE DET 2, SHT M-003 DRAINS w/ BALL NEW 01/z" ! 121-011 VALVE & CAMLOCK SLUDGE DRAIN EQUIPMENT PAD w/ BALL VALVE EXISTING TUNNEL WALL ,,... " PLAN VIEW SCALE: 1/2"=1'-0" EXISTING HPA DROP 5'-6" EXISTING 08" NEW PIPE SUPPORT, 1 NEW 08" I NEW 08" EXISTING 08" SLUDGE LINE MATCH EXISTING SLUDGE LINE PLUG VALVE SLUDGE LINE (TYP OF 4) w/CHAIN-WHEEL i -- __ __� ------ - -- — — — - _ - --_�--_ Il_� --- 4, vow,1`II -------I , -_.._._- „,,------ E Ili - - - - - •11,11 ili .I '� NEW 06” HOT 1 11 1,�■ �I,I �I^�\.lel hiliI,1 7 EXISTING 21-9" 14'-6" NEW 06" WATER RETURN >� r NEW 01%" ;� ;� 4h NEW O1%z" TUNNEL WALL LINE (BY OTHERS) NEW 03/411 FLUSH OUT /;ff SLUDGE LINE �■ te FLUSH OUT CORNER I 41. VENT PORTS w/ a I 1� �. CONNECTION CONNECTION BALL VALVES ,;q i,._4 o .► 11,_ g.. A'-*.; , NEW 0%s - - - - - - --- - - ---- -----_ -_ - - - - \Y. , _ moi►*4' ROOT VALVE - - : . _ .P / ���` NEW 06" HOT -NEW PNEUMATIC NEW TEMPERATURE NEW 04" i!�'" TEMP. GAUGE ::,* ::0:;1: ' V. II 0`'�-: i�;; NEW 06" WATER SUPPLY .4-- FILTER / GAUGE SET CONTROL VALVE BALANCING do ,� (TYP OF 2) NEW 06" ... . - ,_____,z, --- -WPM= ;- PLUG VALVE LINE (BY OTHERS) SEE DET, SHT M-005 { 490TCV4801 ) VALVE l -`' PLUG VALVE ��� i w/CHAIN-WHEEL SI-- . - o • � r� = �- w/CHAIN-WHEEL I ROUTE 03/8" PNEUMATIC :.� hod c. 5 ,_.,111 *•„-,. , ; 3 „ � , 111.- � II aAu fll � A =:'�7�" ��� j i NEW 01/2" FLUSH OUT liaort!I ••• ,,••• CONNECTION LINE FROM TEMP NEW -+- PRESS. GAUGE - •• �; + I0/ 111 uI 1 �I - ` j am I z CONTROL VALVE TO i ROOTn _ SEE DET SHT M-005 -- �- IU ii I ' 1, NEW 06" `'' 0 N EXISTING HPA DROP I VALVE f'f `'f 7/ (TYP OF 2) It NEW 06iiill z Lu k III III\ SLUDGE I SLUDGE LINE ca. BUTTERFLY VALVES - i TEMPERATURE THERMOWELL & = I NEW �, 9_ L - �, LINE , ` I (BY OTHERS) TEST PLUG NT: III AIuI I`�: �� TRANSMITTER SEE DET, SHT ; r __ i I i :1 PIPE SUPPORT, Ia ` ' i= m NEW �._:= t:, M- _ - " SEE DET 7 �� M-004 (TYP OF 2) TEST PLUG j I'1_1• - :: _. II ��I� 1 SHT M-003 NEW VALVE CHAIN ASSIST II I 1 _ 1 i I NEW 01% (TYP OF 3) LL 2 �:•. dB ��7 - � � � '��:� � � ...�_ NEW ��" i ryll u NEW 04" f � -I�� I 111 �' 1t1 PLUG I II SLUDGE n NEW 02" CHECK VALVE 1.1 1;1� VALVE w/ 1 DRAIN w/ !! w BALL VALVE I - v -' BALL VALVE ' •�-�-.A� : �----' �,.� .,� MANUAL � I u NEW 02" EMERGENCY LI I NUT 1 �' -- I/IZ PIPE SUPPORT, `=-� �� o N T EXISTING EXISTING/ Q O - 1 11 IIIIIIIII.' _ 1 SEE DET 8 c9 f DRAT 0 TUNNEL FLOOR u ! _ 1 -11 11-8" + *':�:_ — ! f = m M SHT M-003 - �{ _ :� 11 /i `1 cp! --__ID-r ,;� ���I�►f�l_i ;Fiji ,�� �I_ �___. � III • TRENCH DRAIN 1, <7H-11 fi_ ,/ a 4 L c �� r— n (6) ADHESIVE TYPE ANCHORS 03/a"x7/2" LONG ST STL THREADED ROD EMBEDDED 5/z" 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 01/2" PIPE SUPPORT, NEW SLUDGE S ECTIO N A FLUSH OUT SEE DET 4, SHT GRINDER 18'-4" REF CONNECTION M-003 SCALE: 1/2"=1'-0" - (NEAR SIDE) ( 490GDR1101 ) 20'-0" -. r .49 MROF DRN: LKG ORTG: NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: 6 OF: 12 DWG#: 444 4►93$T4 f y DA DURHAM MECHANICAL DSN: JGC DWG#: M-002 PLOT 11/7/18 , �/ R ffiseCek THIS BAR IS ONE INCH Cl�W Se�ces PRIMARY SLUDGE HEATING PLANS AND SECTIONS DATE- M-002 Y WHEN DRAWING IS SYSTEM PLC#: l�7 �`�,sERti3tio � CHK: z. WAR CAD FILE#: 18-2238-OR.DWG Our commitment is clear. q �N FULL SCALE. APPD: PLVM SCALE: NTS cws 6368.076 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: RENEWS 12-3 I—20 J 7'-111/211± r REF 1 EXISTING c EXISTING NEW B-LINE NEW B-LINE EXISTING FIG 4A-6 (2) 01/2"-13 B2400-2 EXISTING NEW PIPE SUPPORT, PRIMARY SLUDGE PRIMARY SLUDGE TUNNEL WALL HEX HEAD ' TUNNEL WALL LINE & NEW LINE & NEW BOLT MATCH EXISTING SLUDGE GRINDER (TYP OF 4) �; SLUDGE GRINDER NEW 400GPM / (2) #10-16 - 911 �� • IMP If 1 r, NEW 08" _� �_ HEAT EXCHANGER / x 3/4" TEKS 711 �,� � PLUG VALVE ii _,_/ ( 490HX1101 ) SELF-DRILLING / NEW 06" HOT " ;1 w/ CHAIN-WHEEL NEW 06" HOT 0 1/4 V TAPPING SCREWS HSS 2x2x1/8 WATER RETURN 1,11 II '�-_� TEMPERATURE WATER RETURN LINE (BY OTHERS) `i� �,"� p 4 "" iii 1: THERMOWELL & LINE (BY OTHERS) NEW 03/4" �r `WI � NEW 01�/z" 411111 TRANSMITTER SEE ` - HSSNEW ., �, VENT PORTS w/ 0‘,011)m. . FLUSH OUT - < I�i�=► i�,' • DET, SHT M-004 , ---NEW 06" HOT 0114?F O1/4 11 ,.,,! - 2x2x1/8 ter, WATER SUPPLY ��`,"ir - 7WEEP HOLE BALL VALVES u, ,,, , CONNECTION renti, TYP OF 2IS - I- WATER SUPPLY WEEP HOLE ��'- ;-- d ' 1' - �- NEW 06" E ( }LINE OTHERSI : "{� �' � v--_. ,' LINE (BY OTHERS) m 1/4 V (BY )� _I ; - 1#.1i11.41,..,, PLUG VALVE .,.-��! , � - -- - -�-- p.m � _ !_ - `'' 1/4 V - y imil�;: - ��� =, w/ CHAIN-WHEEL r : —fi I� NEW 0 -� E- - w �� �'--- TEMPERATURE / ___ DOUBLE DOUBLE ROUTE PNEUMATIC ] PRESSURE GAUGE o LINE FROM TEMP I 1 v --- --- -1"---� 4 -- ___ " GAUGE `r '� - I� — 1 I & BALL VALVE NUTTED L I NEW 01%2 • ��� H ���• NUTTED CTRL VALVE TO I I , , FLUSH OUT (TYP OF 2) _ ' �� �_ 9 �� NEW 02 / L EXISTING HPA � CONNECTION � DROP 1 I e-1 of " ='.� I I PRESSURE RELIEF } II II �� I I I I ;: . -- 0' � I i N- NEW 04" •�� lil. -= - VALVE u _ U °.� - .\ I1 I1 l ---- NEW TEMPERATURE _—_,_ ��~ /. 4 - i IE :c;:ii(-)11 BALANCING i'•�.;. �.. .,�_ � '� MIN 4000 PSI .: , , : �'` � " MIN 4000 PSI " (2) 01/2" CS SIMPSON CONTROL VALVE ` ` , , VALVE �� I �o �� E ( ) � _� �_"�_� � � NEW 02 2 01/2 CS SIMPSON NON-SHRINK ( 490TCV4801 ) \ 1 1 1, '� � 'r.lb` I 1 EMERGENCY NON-SHRINK �I STRONG-BOLT2, 234" MIN SIF . ;.�� STRONG-BOLT2, 2/4 MIN GROUT PAD EMBED, PROVIDE MIN ' 1 i ���I NEW VALVE t I ' lt" )I� �►, ? GROUT PAD .��+��I! .�IF. C / CHAIN-ASSIST , ��,. DRAIN EMBED, PROVIDE 6" MIN EDGE DISTANCE BUTTERFLY 1 ,� . �_,� ���- I I' 'NO I . "� ---NEW 02" I NEW 02 VALVES r---fcrit4` (TYP OF 3) 1 I " EDGE DISTANCEBY OTHERS ([�� . �IE ��I•C. BALL RUPTURE DISC( ) ! I � ,: I =��:_. VALVE PIPE SUPPORT, 3 NEW 400GPM NEW SLUDGE I �- t__ . _ lir=W: (100 PSI) PIPE SUPPORT 11 i - __ :.'� 1 ---11 J-11 l SCALE: 1-1/211=11_0" -00 NEW 04 ; A ' . .4 � I. ''' HEAT EXCHANGER GRINDER I_ , „iii I II,, ,N I SCALE: 1-1/2"=1'-0" get CHECK VALVE :d '-'d'- 'I.���I . IF. .'� .' I '' ' PIPE SUPPORT all � �•• :�r( 1) ( 490HX1101 ) ►�.� �:�a 1 �;:� ,;. � , � -= � :�''= � �� , 1y.,� o I � I ) SEE DET 7, (1injii( j NEW 2" PIPE SUPPORT I - - � � 1 " SHT M-003 .. ...�11.. ._r ��� �•==�. . I - 1 PIPE SUPPORT, ��� SHT M-003 - - v" , - (2) 01/2" CS SIMPSON PIPE SUPPORT, 4,0,0 •! -�/ • SEE DET 8 PIPE ELBOW SEE DET 8 ••• ,11,1i,�. aI ;..;;���! }'' NEW P�1 RED (TYP OF 2) \ =Team �I,�I _11._ 61411 I SHT M-003 (VICTAULIC STRONG-BOLT2, 3Y2" MIN ' \ w�`�', COUPLING, � ... "_:._'. EMBED, PROVIDE 18" MIN SHT M-003 ��- �-.1. b.., _ �• .•2:: _!_ SI :._,._ ■ - :.1, ='A' :�� --- BALL VALVE EXISTING , ' , .40=4 , C...i.j= � I 1 l• SHT SUPPORT, SHOWN) Q A & CAMLOCK TUNNEL \ EDGE DISTANCE NEW 02" HOT TAP I �. . a ! ! a " (TYP OF 2) FLOOR a .u� N SEE DET 5, VALVE & 4 '-\ , I 1a .. —, LI1 SHT M-003 w/ BALL AL I A -- CAMLOCK INTO EXISTING 14" NEW 02" SLUDGE NEW EQUIPMENT EXISTING NEW EQUIPMENT PIPE SUPPORT, NEW 02" SLUDGE NEW 02" EMERGENCY 01/4" ■ a DRAIN Q WEEP HOLE CI I DRAIN w/ BALL PAD, SEE DET 1, TUNNEL PAD, SEE DET 2, SEE DET 5, DRAIN w/ BALL DRAIN TO EXISTING II II VALVE & CAMLOCK THIS SHT FLOOR THIS SHT SHT M-003 VALVE & CAMLOCK TRENCH DRAIN _ en HHS 1/8 I ii. W NEW B-LINE 0 1/4 V SECTION B SECTION c r - BUSH SCALE: 1/2"-1'-0" -00 SCALE: 1/2"=11-0" -00 f --AirliiiilL NEW B_LINE DOUBLE II II B*USE INE N728 - 11-411 B2400-2* NUTTED CHANNEL NUTS 1'-6" EXISTING8" #5 DOWELS @ 12" NEW EQUIPMENT MIN 4000 PSI (2) 01/2" CS SIMPSON TUNNEL OC, EW, CENTERED i PAD NON-SHRINK STRONG-BOLT2, 23/4" MIN FLOOR TYP GROUT PAD EMBED, PROVIDE 6" MIN L r Y - EDGE DISTANCE I1.\\ SUPPORT 6 PIPE SUPPORT PIPE 7 SCALE: 1-1/2"=1'-0" -00 SCALE: 1-1/2"=V-0" -00 o. #4 @ 48" OC GRID, (12) DOWELS MIN, EMBED 4" MIN INTO EXISTING SLAB 9" w/ SIMPSON SET-XP EPDXY EXISTINGEXISTING NEW B-LINE TUNNEL WALL NEW B-LINE 1�2" 311 311 B22SH NEW B-LINE TUNNEL WALL NEW B-LINE FQUIPMENT PAD ' ~ BZ2SH 82400-4* B2400-4* SCALE: 1/2"=1'-0" -00 I _ A -m:4-' W Y , f - 1 1 i - ` - - _ .+ ri ri - ri ,-1 E 711 - — #4 DOWELS @ 12" ch 'I TYP OC, EW, CENTERED r"�a ! I NEW B-LINE NEW B-LINE Y 0 - --H-- - X ' —_ 6494-24 r Y B494-12 t 1----- \ '1 ..9-0 (2) 01/2" CS SIMPSON *USE WITH (2) 01/2" CS SIMPSON *USE WITH ASTM A36 CS PLATE 1a, STRONG-BOLT2, 21/2" MIN B-LINE N225 STRONG-BOLT2, 21/2° MIN B-LINE N225 ' EMBED, PROVIDE 4" MIN CHANNEL NUTS EMBED, PROVIDE 4" MIN CHANNEL NUTS _ a #4 @ 1Z== OC GRID, (4)�� SEE INDIVIDUAL PIPE �,o EDGE DISTANCE DOWELS MIN, EMBED 4 SUPPORT DETAILS EDGE DISTANCE MIN INTO EXISTING SLAB FOR THICKNESS DOUBLE PIPE (2 REQ'D) SINGLE PIPE (1 REQ'D) w/ SIMPSON SET-XP EPDXY 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 PR°F �� Ffr PROJ NAME: SHEET TITLE: SHEET: OF: 12 DWG#: 444 93914/ •, DRN: LKG DATORINOVEMBER 2018 _ _ �A�: DURHAM MECHANICAL � � `. � - `_ DSN: JGC DWG#: M-003 • PRIMARY SLUDGE HEATING SECTIONS AND DETAILS PLOTT : 11/7/18 L E THIS BAR IS ONE INCH aeanWab Services M-003 OrtZGON .4, DRAWING IS PLC#: le,,,_+eER�''��op CHK: WAR CAD FILE#: 18-2238-OR.DWG WHEN Our commitment is clear. SYSTEM q ‘N FULL SCALE. cws 6368.076 APPD: PLVM SCALE: NTS Hillsboro, Ore on 97123-9379 PROJ#: ENGR STAMP: RENEWS 12-31-20 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. 9 , GENERAL NOTES 1. NOT USED 011"'�_ ' NI 7 1 1'' • ® SHEET KEYNOTES 1. CUT AND GROOVE EXISTING PIPE. . i INSTALL GROOVED FLANGE ADAPTERS 2. RELOCATED 6" ECC PLUG VALVE !il . 111.011111.1110111.11.11- 111111.1111111111.11 1.11.111Musimanumr- ; fiimiimaimoteti". . , , _ . -1 'T" 3. RELOCATE EXISTING PLUG VALVE. !' " SHIFT PIPING TO THE RIGHT OR .; PROVIDE SHORT PIPE SPOOL. ID awe zlowillMillilF r 4. REMOVE EXISTING GROOVED ; COUPLING (BEHIND SUPPORT) AND IV 1 PROVIDE NEW GROOVED PIP _ A SPOOL. FIELD VERIFY LENGTH. :A 5. 8x4 SCH 80 PVC WYE, WITH 4" BLIND - - 1k.1 - f FLANGE. PROVIDE 4" BLIND FLANGE 0 A 0 . . _ 721TI1103 ---� WITH 314" REDUCER BUSHING(s). ` ` ` FLOW 6. INSTALL TEMPERATURE GAUGE — E — AND THERMOWELL.COORDINAT , LENGTH OF THERMOWELL W 1 - _ STREAM. w 411, .: ENGINEER STEM OF THERMOWELL 6" TO EXTEND 2" INTO FLOW 12" © .- "'"'"..�-r- _ t� - F r - _ -..fir , %. 8" PSL ,, _ „ . _-7425p.. --- LI i rtf ,, :lir .... .-.... .1 TO GRAVITY 0. 0lc. • • r At , 'tic-N/1611: THICKENERS I , ,. . : I III vit 'IP air* 4 9 2 co PHOTO DETAIL - PRIMARY SLUDGE PIPING MODIFICATIONS PHOTO DETAIL - TEMPERATURE GAUGE AT GRAVITY THICKENER I CO C SCALE: NTS SCALE: NTS n d 15) a▪s \ 4" BLIND FLANGE 8x4 SCH 80 PVC WYE = INTEGRAL TEMPERATURE �' ♦ W / 3/4" NPT TAP IN CENTER 8" PSL TRANSMITTER/RTD (EXIST) . .` (EXIST) ? `_� #41 BY OTHERS VALr a. a \ TEMPERATURE ill CD FLANGED THERMOWELL `� ORIENTATE BRANCH ON SIDE GAUGE FLOW I cO •'' OR TOP OF PIPE 40,- '`v LOCKWASHER & NUT, GROOVED COUPLINGWELDED 314" NPT { THERMOWELL SST, 518-11UNC (TYP) HALF COUPLINGINTEMPERATURE GAUGE %.*- \ Tit THERMOWELL 71, FLOW * .. y c /1( —LOCK WASHER / HWS / HWR AND NUT, SST cn U 6x4 GROOVED WYE 6" PSL (SIZE PER PLAN) o OR 4" WELDED OUTLET cc o_ a ce m w 2 w 7 TEMPERATURE THERMOWELL & TRANSMITTER 4 TEMPERATURE THERMOWELL & GAUGE A SECTION ���E° , 0'`�ss a a �,�0 ,1G E,6R 'may • co SCALE: NTS - SCALE: NTS - SCALE: NTS J m 756$9PE m i- ° De9erett S gatavie a U m E _ OREGON PROJ NAME: SHEET TITLE: SHEET: 8 OF: 12 DWG#: � • V) 6 DRN: VEE OR E: NOVEMBER 2018 - DURHAM AWWTF MECHANICAL IL �� o7. 2!3 ��P� Ef co DSN: MTI DWG#: THIS BAR IS ONE INCH `\ PRIMARY SLUDGE HEATING DETAILS 1 a)• Tsi PLOT 1117118 �� TgKEo �� CI- C1eanWater .Services M 004 EXPIRES: 06-30-2D19 0- WHEN DRAWING IS FULL SYSTEM MODIFICATIONS PLC#: 1 CHK: - CAD FELE#: 6368.76 M-04.DWG Our commitment is clear. i m; SCALE. ai o APPD: - SCALE: NTS CWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: fi368.O76 ENGR STAMP: it a • • SEE AIR LINE REQUIREMENTS 3/8" OD SS TUBING NOTE 2 Ai [ DC , Y AIR HEADER 3/4" RIGID CONDUIT CONDUIT AND WIRING BY OTHERS ALWAYS END WITH STANDARD MOUNTING ORIENTATION VERTICAn SECTION DOWN r ) WITH ACTUATOR VERTICAL/UP ROOT VALVE SUPPORT END OF L PLUG UNUSED il CONDUIT ENTRY PIPE SHOWN IN VERTICAL PLANE. fr/ (EXAMPLE-POSITION TO BE DETERMINED) FILTER + NOTE 3 I �J NOTES: rco 3/4" FLEX CONDUIT 1. ALL TUBING TO BE 3/8" ! TO CONTROL VALVE NO MORE THAN 3 FEET LONG 01 1 _^1 O.D. S.S. OR AS OTHERWISE I REGULATOR SPECIFIED. —INTEGRALLY MOUNTED AIR REGULATOR. TURN SO THAT DRAIN COCK IS ON 2. ALL TUBE FITTINGS 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 THAT VALVE CONTROLLER FACE 3. FILTER: PARKER HANNIFAN, IS VERTICAL, WITH GAUGES IN PN: P32FB93EGAN POSITION TO BE EASILY READ AIR SUPPLY CONFIGURATION0 TEMPERATURE CONTROL VALVE SCALE: NTS SCALE: NTS - L a 9 2 _ m a I- 0) Lri 9 1" MALE CAMLOCK co 90° THREADED FITTING N. I I lik coco co 0 e �, 0 = Li,0 0 co V c `� 1" THREADED AA a FLANGE (TYP) e 1/2" ` 1 PRESSURE \ 1 , GAUGE 1" INLINE eg ANNULAR 001�����1111 ... \ - PRESSURE SEAL o ' �._/f ,/- , \ GAUGE -...„:„...,_, :_i.--.) 1 N. II co FULL PORT BALL • VIM A VALVE (TYP) 1" 1/2" FLANGE (TYP) e IMI •.• ca 2PIPE NIPPLE, TYP. 1" NPT OUTLET FLOW sob dCli2 2 0 i _ 03 up el cd PROCESS PIPE co H 0 (SIZE PER PLAN) INLINE ANNULAR SEAL w a (MATCH LINE SIZE) cc a_ 2 a D PRESSURE GAUGE 1 4 PRESSURE GAUGE 2 w o SCALE: NTS - SCALE: NTS ��� FSS ED ROF a a ��j �1yG 1 NEER �Q� • a 75689PE r- F-• a) Veyitai S'ifgettteze a CL m A_ OREGON o N DRN: VEE ORIG NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: 9 OF: 12 DWG#: � "GNF Q 7 20\I �� U iri DATE: _ _ ��r DSN: MTI DWG#: DURHAM AWWTF MECHANICAL PLOT 11/7/18 tigF� TA EC)\SI THIS BAR IS ONE INCH PRIMARY SLUDGE HEATING DETAILS 2 DATE_ a WHEN DRAWING IS FULL PRIMARY Services M-005 EXPIRES: 06-30-2019 1- - CHK: - CAD FILE 6368.76 M-05.DWG I I SYSTEM MODIFICATIONS -o SCALE. Our commitment is clear. PLC#: 6 -6 APPD: - SCALE: NTS I I I Cws 6368.076 ° REV# DATE I DRN I APPD I DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: it a_ INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS EXAMPLE SYMBOLS INSTRUMENT IDENTIFICATION LETTERS TABLEAc ALTERNATING CURRENT PROCESS (CLOSED CONDUIT, — BUILDING OR AM AUTO-MANUAL DASHED LINE INDICATES — - —-—- BRG BEARING FIRST-LETTER SUCCEEDING-LETTERS ALTERNATE FLOW STREAM) FACILITY BOUNDARY CAM COMPUTER-AUTO-MANUAL FIRST LETTER(S) PROCESS OR READOUT OR ! _ — PACKAGE SYSTEM CCS CENTRAL CONTROL SYSTEM LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER f PROCESSCHANNEL)OPEN EQUIPMENT ( CL 2 etc. CHLORINE (TYPICAL: USE STANDARD CHEMICAL ELEMENT ABBREVIATION) SUCCEEDING LETTER(S) A ANALYSIS (+) ALARM I CM COMPUTER-MANUAL CLARIFYING ABBREVIATIONS B BURNER, COMBUSTION USER'S CHOICE(*) USER'S CHOICE(*) USER'S CHOICE(*) _ _ ANALOG SIGNAL COD CHEMICAL OXYGEN DEMAND 0/— C USER'S CHOICQ*) CONTROL (4 TO 20 mAdc, ETC.) PARALLELING LINES CP-X CONTROL PANEL NO. X BB D DENSITY (S.G) DIFFERENTIA_ DC DIRECT CURRENT FIT -�- _� DISCRETE SIGNAL (2) 3(2) E VOLTAGE PRIMARY ELEMENT, SENSGR (ON/OFF, ETC.) DCS DISTRIBUTED CONTROL SYSTEM XXYYS F FLOW RATE RATIO I I DCU DISTRIBUTED CONTROL UNIT \\— (FRACTION) (A) (B) DO DISSOLVED OXYGEN G USER'S CHOICE*) GLASS, GAUGE GATE 7/ // PNEUMATIC SIGNAL FCL 2 FREE CHLORINE RESIDUAL SET LETTER (USED WHEN THERE VIEWING DEVICE (A) TOTAL OF 2 SIGNALS FOS FAST-OFF-SLOW ARE MULTIPLE DEVICES WITH THE H HAND (MANUAL) HIGH XXX FILLED SYSTEM SIGNAL (B) 3 TYPICAL SETS OF FOSA FAST-OFF-SLOW-AUTO SAME UNIT NUMBER) ! 2 SIGNALS EACH.CURRENT (ELECTRICAL) INDICATE TOTAL OF 6 SIGNALS. FOSR FAST-OFF-SLOW-REMOTE UNIT NUMBER J POWER SCAN FP-W-X FIELD PANEL NO. WX (W= UNIT PROCESS NUMBER X = PANEL NUMBER) K TIME, TIME SCHEDULE TIME RATE CONTROL STATION L L L HYDRAULIC SYSTEM SIGNALli_pf+ FR FORWARD-REVERSE OF CHANGE HOA HAND-OFF-AUTO CONNECTING LINES HOR HAND-OFF-REMOTE PROCESS ID NUMBER L LEVEL LIGHT (PILOT) LOW — o o — DATA LINK !SR INTRINSICALLY SAFE RELAY M MOTION MOMENTARY MIDDLE l 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 CHOICE(*) ORIFICE, RESTRICTION —1 — — — NON-CONNECTING MA MANUAL-AUTO POINT (TEST) DIGITAL SYSTEM INTERFACES P PRESSURE, VACUUM CONNECTION LINES I MC MODULATE-CLOSE Q QUANTITY INTEGRATE, MCC-X MOTOR CONTROL CENTER NO. X A ANALOG INPUT WHERE X- TOTALIZE MSC MANUFACTURER SUPPLIED CABLE A = ALARM R RADIATION RECORD OR PRINT INTERFACE SYMBOLS OC OPEN-CLOSE OCR D) EMOTE OPEN-CLOSE-REMOTE V ANALOG OUTPUT H = MAINTAINED S SPEED, FREQUENCY SAFETY SWITCH OCA OPEN-CLOSE-AUTO DISCRETE INPUT M = MOMENTARY T TEMPERATURE TRANSMIT 00 ON-OFF X S = STATUS U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V X DISCRETE OUTPUT V VIBRATION, MECHANICAL VALVE, DAMPER, OOR OOA ON-OFF-AUTO TE ANALYSIS LOUVER S )1 A I ®J f- -0( A ) D > ORP OXIDATION REDUCTIONOPOTENTIAL 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 0 Z POSITION Z AXIS DRIVE, ACTUATOR, = SIGNAL INTERFACE RM-X REMOTE MULTIPLEXING MODULE NO. X FIELD MOUNTED UNCLASSIFIED FINAL • CONTROL ELEMENT RTU-X REMOTE TELEMETRY UNIT NO. X SF SLOWER-FASTER TABLE BASED ON THE INSTRUMENTATION, SYSTEMS, AND AUTOMATION SOCIETY (ISA) STANDARD. A = INTERFACE NO. SS START-STOP (+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. SSC SUPERVISORY SET POINT CONTROL e REAR-OF-PANEL MOUNTED 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 3 A DIFFERENCE MCC MOUNTED (YLOO ir� PROCESS OR SIGNAL LINE 0 _04 X MULTIPLY ON AND OFF EVENT LIGHTS ' CONTINUATION N=1,2,3,ETC /�\ o DIVIDE f(x) CHARACTERIZED co COMPUTER FUNCTION �00 X n RAISE TO THE Nth POWER to HS ON-OFF HAND SWITCH. MAINTAINED CONTACT SWITCH ,/— SQUARE ROOT (CONTROLLED DEVICE WILL RESTART ON RETURN OF INTERFACE TO OR FROM ` AVG AVERAGE a POWER AFTER POWER FAILURE). PROCESS EXTERNAL TO a PROJECT 1:1 REPEAT OR BOOST -0 V N PLC FUNCTION > SELECT HIGHEST SIGNAL (HSSS STOP-START HAND SWITCH MOMENTARY CONTACT SWITCHES < SELECT LOWEST SIGNAL a 1-11--1 (CONTROLLED DEVICE WILL NOT RESTART ON RETURN } BIAS OF POWER AFTER POWER FAILURE). GAIN OR ATTENUATE .3 rSHARED DISPLAY, co SHARED CONTROL 0 TRANSDUCERS co SELF CONTAINED VALVE & GENERAL NOTES -E 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. U D DIGITAL P PNEUMATIC WWW = FACILITY NUMBER 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK ( **)ARE o TO BE PROVIDED UNDER DIVISION 16, ELECTRICAL. E VOLTAGE PF PULSE FREQUENCY WWWDDDXXYYN DDD: CWS EQUIPMENT ABBREVIATION i I 3. THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION I- F FREQUENCY PD PULSE DURATION MAY BE USED ON THIS PROJECT. w ARV = AIR RELEASE VALVE aH HYDRAULIC R RESISTANCE G = GATE T = TANK ISSUED FOR QUOTE EXAMPLE: ETC. E FY _ I is engineered. 3 Our difference. up CURRENT TO PNEUMATIC = PROCESS9 a c — — TRANSDUCER (BACK OF XX ID NUMBER fl www.harrisgroup.com 2 PANEL, IN A FLOW LOOP) YY = UNIT NUMBER 1._7471:71:41:70:. _ E __ r m PROJECT NO: 51109.00 m m DRN: VEE ORIG NOVEMBER 2018 PROJ NAME: SHEET TITLE: SHEET: 10 OF: 12 DWG#: DATE: DURHAM AWWTF PROCESS AND INSTRUMENTATION Q- DSN: MI DWG eanateSerPRIMARY SLUDGE HEATING LEGEND - 1 DATE: 11/1/18 _ THIS BAR IS ONE INCH GlWr vices 1-01 " - CHK: - CAD FILE#: 6368.76 I-01.DWG WHEN DRAWING IS FULL SYSTEM MODIFICATIONS PLC#: y SCALE. c 11/01/18 CWS RDS ISSUED FOR REVIEW Onr commitment is clear. 0 o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 CWS 6368.076 CL REV# DATE DRN APPD 9 PROJ#: ENGR STAMP: ■ VALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS GATE --11 PRESSURE RELIEF NOTE: XX: AS ADJUSTABLE SPEED K iii DIAPHRAGM SEAL 120V-Nik. 120 VOLT, 60 HZ POWER CS-1 CONSTANT SPEED (SINGLE SPEED) -C><- KNIFE GATE 1 AIR AND/OR VACUUM RELEASE CS-2 CONSTANT SPEED (TWO SPEED) -I *H BUTTERFLY 480V 415 �--- REGULATED SIDE H f BLIND FLANGE Nib, VOLT, 60 HZ POWER CENTRIFUGAL PUMP �- �--� PROGRESSIVE SUBMERSIBLE (DRY PIT) XX CAVITY PUMP C;1);(x SUMP PUMP -{:<- GLOBE PRESSURE CONTROL XX BALL AIR GAP ANNULAR DIAPHRAGM SEAL CENTRIFUGAL WET PIT COMPRESSOR V MULTI-PORT VALVES 0VACUUM PUMP A 1 1- VEE- BALL (GATE VALVE SHOWN. FOR OTHER XX PUMP OR TURBINE PUMP XX (CENTRIFUGAL) -C:81- VALVE TYPES, yV PLUG VALVE SYMBOL SHOWN. ) VENT TO ATMOSPHERERUPTURE DISK (PRESSURE) RECIPROCATING OR SEAT PORT 8 SEAT PORTS ARE IMPLIED BY METERING PUMP COMPRESSOR ROTARY PUMP _o ECCENTRIC PLUG INDICATED FLOW PATTERN. XX (POSITIVE DISPLACEMENT) (PISTON) AERATOR 11XX �� DIAPHRAGM ANGLE GATE 0 RUPTURE DISK (VACUUM} --ar -� DIAPHRAGM PUMP �$� PINCH XX 0BLOWER OR FAN a� SCREW PUMP o PIG INSERT POINT (CENTRIFUGAL) O TELESCOPE 1--): PLUG 121 GEAR PUMP OR BLOWER XX -E14- NEEDLE © SAMPLE (POSITIVE DISPLACEMENT) -NJ- SWING CHECK RECEPTACLE f OR El PIG CATCH POINT XX EJECTOR MUDI -K) H BALL CHECK .,:, -pi Hip. PISTON PUMP CS- PRESSURE REGULATING (CLAY TYPE) SELF CONTAINED MIXER XX AIR SUPPLY (�N.4 BACKFLOW PREVENTER I><1- -101- ROTARY H SD rl COMPOSITE SAMPLER BALANCING VALVE D (DIPPER TYPE) CI ELECTRIC MOTOR —12— SS COMPOSITE SAMPLER(SUCTION TYPE) [ iv] TV MONITOR GATE SYMBOLS TV TV CAMERA A B AND C LOGIC ELEMENT: I . I SLUICE C 7 FABRICATED SLIDE E 7 STOP LOG IFA AND NOT B THEN C I } BUTTERFLY II FLAP F 0 A c LOGIC ELEMENT: FLOW STREAM IDENTIFICATION OR INTERLOCK. SEE OR IF A OR B THEN C ACTUATOR SYMBOLS CONTROL DIAGRAMS 1- H 1 ALP AIR, LOW PRESSURE PNEUMATIC DIAPHRAM ARD ACID RESISTANT DRAIN r1 XX I ® CGS CHILLED GLYCOL SOLUTION SPRING-OPPOSED, SINGLE OR VALVE POSITIONER --LA apj FLUSHING CONNECTION COND CONDENSATE DRAIN I DOUBLE ACTING CW CITY WATER D DRAIN (PROCESS) 8 XX PNEUMATIC CYLINDER T MANUAL X DCF DEWATERING CENTRIFUDGE FEED irj-1°/ SINGLE OR DOUBLE ACTING PURGE SET DF DIGESTER FEED ACTUATED BY ONE INPUT X : W = WATER HOSE ADAPTOR XX A = AIRED DG DIGESTER GAS XX Klf SEAL WATER SET DSL DIGESTED SLUDGE SEE EEXH ENGINE EXHAUST O ELECTROHYDRAULIC FA FOUL AIR ELECTRIC MOTOR FF FOG FEED �( AIR SET I 'I � FM FORCE MAIN SIGHT GLASS FOG FATS, OIL, GREASE o TDIAPHRAGM, DIFFERENTIAL XX= SUPPLY PRESSURE FOG/RCY FOG RECYCLE >, T XX PRESSURE IN PSIG. 6i -- FP FIRE PROTECTION 1- SOLENOID FFLCPLLLX HPA HIGH PRESSURE AIR NOTE: 1'•`E '` 1LitHPNPW HIGH PRESSURE NON-POTABLE WATER I 1 PANEL CONTINUED ON LOSSOF PRIMARY POWER (PNEUMATIC, ELECTRICAL U � ON SAME OR OTHER HRR HEAT RECOVERY RETURN XX FILTER! DRAWING HRS HEAT RECOVERY SUPPLY ,,„ 8 OR HYDRAULIC) REGULATOR/ \ ' HWR HOT WATER RETURN CD HYDRAULIC XX: FO =FAIL OPEN GAUGE SET N- PANEL OUTLINE HWS HOT WATER SUPPLY Up FC =FAIL CLOSED FLP=FAIL TO LAST POSITION PANEL NAME LO LUBE OIL FLEXIBLE CONNECTOR MF MIXED FUEL 0_ NG NATUARAL GAS ii NPW NON-POTABLE WATER PRIMARY ELEMENT SYMBOLS - NPWIH NON-POTABLE WATER (HOT) fi PULSATION DAMPENER ( ).t SKIMMING MECHANISM OD OVERFLOW DRAIN "-../ OF OVERFLOW PARSHALL FLUME HoiDENV DENSITY METER PW POTABLE WATER C ULTRASONIC PSC PRIMARY SCUM �' ® FLOWMETER �/ ':'°'' FILTER SCREW PSL PRIMARY SLUDGE WEIR RD ROOF DRAIN ELECTROMAGNETICXX RE REUSE "" —1110 M FLOWMETER GENERIC RSL RECIRCULATED SLUDGE El DRIP TRAP r-►ivvvvvvvvvv SCREW CONVEYOR SAN SANITARY SEWER % ---II,I ORFICE PLATE �� PROPELLER ORTCW TURBO COOLING WATER SD STORM DRAIN FLOW TUBE TURBINE METER rEE- LEVEL (ULTRASONIC) r� FLAME TRAP �i INLINE SILENCER TSL THICKENED SLUDGE g �� V VENT � THERMAL FLOWMETER WLO WASTE LUBE OIL 1- -43-1-1 .-- PITOT-STATIC WST WASTE DRAIN STRAINER PIPE CAP U EV w Ff a D VORTEX METER ROTAMETER 61-17 LEVEL (RADAR) )))) HORN/STROBE - CALIBRATION COLUMN ISSUED FOR QUOTE m LETT LEVEL (SUBMERSIBLE LS LEVEL (FLOAT) I Ourdifference engineered. 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