Loading...
Plans 1 4 CLEAN WATER SERVICES VALIDITY Or rERMIT RECEIVED THE ISSUANCE °'API_l'f!T DURHAM AWWTF SRF FRILL BASED o , n,., 3T,L cTION APR 302020 Dl;`✓Ll',;;= Jl S :`,P.ID U(HEFi CITY OF TIGARD DATA SHf1LI NO:T Pf-'i=V:TNT BUILDING DIVISION THE COD -- OrFICA1_ ' I),OM REOF ERR ERRORS. OS C 105.4 N DRYER AND VENTILATION UPGRADE OF ERRORS. OSSC 105.4 VOLUME Ii - DRAWINGS DRWAING INDEX Sheet Number Sheet Title �'- 1 —--— GENERAL J. u� z�,, ..f • o • t Tq ,,„ G-001 I COVER SHEET AND DRAWNG NDE% A STRUCTURAL I ____ SARI STRUCTUPALNOTES-SHEETI + _ - - --- --- °TD, - OFFICE COPY cTTY OF TIGARD S.002 STRUCTURAL NOTES-SHEET 2 °�I'I �- .� �- S300 CONCRETE SECTDNS AND DETALS-SHEETI -—--— _ , ( ,II 5301 CONCRETE SECTIONS ANODETALS-SHEET 2 I 1 I ) SSC SECTIONS AND DETALS ( - — ;,6I_. i °�Y r— -- REVIEWEI) FOR CODE COMPLIANCE \ I b MECHANDAL -Id"' V �' 'L r. ` Mom SPECS-LEGEND-NOTES ( ° Approved: MAOM HVAC DEMO PLAN �� J IL I ° OTC: I I M-002 HVAC UPGRADE PLAN ,4`\/{ 14-- ���Imo- . &. t- J / M-003 SECTIONS O,\.\—�j I -�.� Permit #: ]^�]erZOa„0 — Or)a WO K/ DRYER EDUPMENT DEMO / g ♦ �+ /�- r M-009 DRYER SYSTEM UPGRADE PLAN ( ~I o� /� ././ T I{ __ Address: i A g 7o g ill C M.005 ORANPPNG PLAN AND SECTIONS ,- ° / ' ' / C 4� _�_-> SUitc • M-0050 LOWER BASEMENT DEMO ill 1 - / ° -"',/- M-006 LOWER BASEMENT SPAN PPNG PLAN AND SECTIONSI l � I By: # Date: c D KQ ELECTRICAL 4 1 i/ E.I00 LEGEND,SYMBOLS.&AEBREVIATDNS j—�®' - �J/ �\ @Ali E-ODDS ENLARGEDGLASSE DATIONL EOUPMENT PLAN-0EMO -' � I ( J{ �,. A. O .—._i j. E-120 AREA CIASSFDATDN PLAN �1.-- \ \. E130 STRUV9E LEVEL POWER PLAN r' ll / Ens LOWER BASEMENT LEVEL EOPMENT RAN t '(s\\ ', g E-140 SNGLE LNE DPGRAM -- L• • _ / uP ', //�� E-1W RACEWAY BLOCK DNGRAM ,1v Il �.i/� �� —� •,G ����r 2550 SW HILLSBORO HWY E-n0 DETALS �'' , _ - / ! w HILLSBORO,OR 97123 ��_ �� _> ti, ' o / �/ ¢ard (503)681-3600 E-110 JUNCTION BOX ° `_�'° - �r I f '' (['Iq °> A (q-y+� ®� TiG E•190 PANEL NTERCONNECT ORAWNG L- I qt 4 �. ,,„..,--A--- ff --� d • 'F q,i A Afib ENGINEER: NSTRUMEMATDN ___ -_---- //// _ " � g �r HARRIS GROUP DM999T9110 LOOP DRAWN*DRYER OUTLET AR TEMPERATURE ``� / rr l� 9y �� // S.Jat L, 5 yb�' piannin 2525 SW 1ST AVE,STE 125 OM999P05H4m LOOP[RAYING ODOR CONTROL DEFERENTIAL PRESSURE �rz� / �Ik , ` � g (503)228.7200 ( A p 401 NSTRUMENTATDN B CONTROL LEGEND-SHEETI II ��V� SITE ADDRESS: w2 NSTRUMENTATDN B CONTROL LEGEND.SHEET 2 PROJECT LOCATION CONTRACTOR STAGING AREA CLEAN WATER SERVICES wD Pao-PRE!.DRYER SYSTEM-SHEET 1 16870 SWRECOVERYSTRUVRE FACILITY 5TH AVEAVE / DURHAM ADVANCED WASTEWATER TIGARD,OR 97229 TREATMENT FACILITY I04 P&D•PRLL DRYER SYSTEM-SHEET 2 16060 SW 85TH AVE laP&D•SIRE SUMP PUMPS ISSUED FOR TIGARD,OR97224 406 P&D.SRFHVAC VICINITY PLAN CONSTRUCTION wr P&D-SRF ODOR CONTROL SCALE:N.T.S. Ourd:fference TAX LOT NUMBER:16580 rsengineered_ www.harrisgroup.eom FIRE DISTRICT:TUALATIN FIRE AND RESCUE Harris Group PROJECT NO:0051113.04 SRN' STS ODaBTE DECEMBER 2019 PROD NAME: SHEET TITLE: SHEET: OF: DWG*: DURHAM AWWTF SRF GENERAL ELGT DSN. STS Two.: THIS BAR IS ONE INCH Crean Services PRILL DRYER AND COVER SHEET DATE: 03/17/20 J G_001 CRC. SMD caD Fes:G-001.DWG WHEN DRAWING IS FULL our commitment i4 clear. VENTILATION UPGRADE AND DRAWING INDEX PLc SCALE. D 04/15/20 STS GDS ISSUED FOR CONSTRUCTION HPPO: GDS SCALE: AS SHOWN REVS DATE DRN APED DESCRPT ON 16060 SW 85TH AVE. TIGARD.OREGON 9T224 pµp,I*_6941 ENGR STMME. • STRUCTURAL NOTES DIVISION 2:SITE WORK 5)UNLESS OTHERWISE NOTED ON THE DRAWINGS,PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. ORDER OF PRECEDENCE E.QUALITY CONTROL A.SITE CONDITIONS IN CASE OF DISCREPANCIES IN CONSTRUCTION DOCUMENTS.THE DRAWINGS SHALL 1. COMPLY WITH SPECIFIED PROJECT STANDARDS AS A MINIMUM FOR QUALITY 1)THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE CONDITIONS. C.CAST-IN-PLACE CONCRETE CONTROL OVER THE STRUCTURAL NOTES AND ANY OTHER WRITTEN FOR THE WORK,EXCEPT WHERE THE DRAWINGS,CODE TOLERANCES,OR 1)MATERIALS. SPECIFICATIONS.THE STRUCTURAL NOTES SHALL CONTROL OVER ANY OTHER SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE B.MATERIALS a)CEMENT:ASTM C150 TYPE HI. WRITTEN SPECIFICATIONS. WORKMANSHIP. 1)STRUCTURAL FILL:CLEAN.FREE-DRAINING.WELL-GRADED,CRUSHED ROCK b)FINE AND COARSE AGGREGATES:ASTM C33. 2.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL SITE WITH ALL MATERIAL PASSING THE I INCH SIEVE AND NOT MORE THAN 5% c)WATER:ASTM C1602 CLEAN AND NOT DETRIMENTAL TO CONCRETE. DIVISION 0:DESIGN PARAMETERS CONDITIONS CAUSED BY CONSTRUCTION ACTIVITIES. PASSING THE NUMBER 200 SIEVE. d)ADMIXTURES: 3.PROTECT ALL EXISTING AND NEW UTILITIES,STRUCTURES AND EQUIPMENT 1)AIR ENTRAINMENT:ASTM C280 A.DESIGN CODES FROM DAMAGE. C.EXCAVATION 2)ADMIXTURES:ASTM C494 1)2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC). 4.CONSTRUCT ALL ITEMS AND COMPONENTS IN FULL ACCORDANCE WITH THE 1)VERIFY THAT SURVEY BENCHMARKS AND INTENDED ELEVATIONS FOR WORK 2)ACCESSORIES: 2)ADDITIONAL REGULATIONS:STATE OF OREGON OCCUPATIONAL SAFETY DRAWINGS AND SPECIFICATIONS.ANY VARIANCE MUST HAVE WRITTEN ARE AS INDICATED. a)ISOLATION STINT MATERIAL ASTM D1751 ASPHALT IMPREGNATED AND HEALTH ACT. APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. 2)REMOVE ALL ORGANIC MATERIAL,TOPSOIL,AND ANY FILL FROM UNDER FIBERBOARD.VERIFY COMPATIBILITY WITH REQUIRED CONCRETE COATING 5.UNLESS OTHERWISE NOTED.ALL NEW WORK SHALL MATCH EXISTING IN LINE BUILDINGS AND SLAB AREAS. SYSTEMS. B.OCCUPANCY AND CONSTRUCTION REQUIREMENTS AND ELEVATION.SHOULD THESE LINES AND ELEVATIONS CONFLICT WITH THE 3)OVER-EXCAVATE AREAS NOT CAPABLE OF IN SITU COMPACTION. b)JOINT SEALANTS:ASTM C920,TYPES,SIKAFLEX ICSL,BY SIKA 1)RISK CATEGORY(III) LINES AND ELEVATIONS SHOWN ON THE DRAWINGS.CONTACT THE OWNER AND 4)NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS ENCOUNTERED IN FOOTING CORPORATION.SELF LEVELING FOR HORIZONTAL JOINT USE. ENGINEER IMMEDIATELY. EXCAVATION. ASTM C920,TYPE M,SIKAFLEX 2CNS,BY SIKA CORPORATION.NON-SAG FOR C.DESIGN CRITERIA 5)CLEAN ALL FOOTING AREAS OF LOOSE MATERIAL BY HAND.REMOVE ALL WET. VERTICAL OR HORIZONTAL USE WITH MINIMUM 114 INCH JOINT DEPTH. 1)LATERAL LOADS F.TESTING AND INSPECTION SOFT SOIL FROM FOOTING EXCAVATIONS PRIOR TO PLACING FOUNDATIONS. c)CURING COMPOUND:VOC COMPLIANT ASTM C309 TYPE 1.CLASS B, a)SEISMIC(PROJECT SPECTRAL ACCELERATION PARAMETERS AND 1)SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE CODE. 6)ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED NATIVE SOILS OR ALL-RESIN TYPE,NON-YELLOWING ACRYLIC TYPE.VERIFY COMPATIBILITY COMPONENT IMPORTANCE FACTOR EXCEED MINIMUM CODE 2)THE OWNER SHALL EMPLOY ALL SPECIAL INSPECTION SERVICES AND ALL COMPACTED STRUCTURAL FILL A MINIMUM OF 18 INCHES BELOW GRADE.NO WITH REQUIRED CONCRETE COATING SYSTEMS. REQUREMENTS) REQUIRED MATERIAL TESTING SERVICES. LOOSE SOIL OR FILL SHALL BE PERMITTED UNDER FOOTINGS OR d)BONDING AGENT:VOC COMPLIANT,NON-SOLVENT BASED EPDXY ADHESIVE, 1)SEISMIC IMPORTANCE FACTOR,l=125 3)ALL INSPECTIONS ARE TO BE PERFORMED BY AN APPROVED AGENCY FOUNDATIONS. "ARMATEC 110 EPOCEM-AS MANUFACTURED BY SIKA CORPORATION, 2)SEISMIC IMPORTANCE FACTOR FOR COMPONENTS,b=125 REGULARLY ENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION 7)LOCATION OF ANY EXISTING UNDERGROUND UTILITIES INDICATED ON THESE "DURALPREP AC"AS MANUFACTURED BY EUCLID CHEMICAL CO.OR EQUAL. 3)MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: SERVICES AND APPROVED BY THE LOCAL BUILDING OFFICIAL. DRAWINGS ARE APPROXIMATE.VERIFY EXACT LOCATION PRIOR TO 3)POST INSTALLED CONCRETE FASTENERS: Ss=0.962 4)PRIOR TO THE BEGINNING OF CONSTRUCTION,THE OWNER,ENGINEER SHALL COMMENCEMENT OF ANY TRENCHING OR EXCAVATION OPERATIONS. a)EXPANSION ANCHORS:MECHANICAL EXPANSION TYPE:ICC-ESR APPROVED S.=0.420 CALL A PRE.CONSTRUCTION MEETING WITH THE OWNER,ENGINEER,BUILDING KWIK BOLT.TZ BY HILT',INC.,OR ICC-ESR APPROVED STRONG BOLT 2 BY 4)SITE CLASS:D(ASSUMED) OFFICIAL,CONTRACTOR AND SPECIAL INSPECTOR(S)TO REVIEW THE SPECIAL D.BACKFILL SIMPSON STRONG-TIE. 5)DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: INSPECTION REQUIREMENTS. 1)SCARIFY AND PROOF ROLL SUBGRADE TO A DEPTH OF 12 INCHES TO IDENTIFY b)CHEMICAL ADHESIVE ANCHORS:CHEMICAL ANCHOR TYPE:ICC-ESR Scs=0.715 5)DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: SOFT SPOTS.REMOVE ANY SOFT SPOTS AND BACKFILL WITH STRUCTURAL APPROVED HR-HY 200 BY HILT!.INC.,OR IOC-ESR APPROVED SET-XP BY 5a,=0.442 a)ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL FILL. SIMPSON STRONG-TIE SEE DAWING NOTES FOR THREADED ROD MATERIAL 6)SEISMIC DESIGN CATEGORY:❑ INSPECTION AND TESTING AGREEMENT PROVIDED BY THE LOCAL BUILDING 2)BACKFILL OVER-EXCAVATED AREAS WITH STRUCTURAL FILL. TO BE USED WITH ADHESIVE ANCHORS. OFFICIAL. 3)STRUCTURAL FILL:BACKFILL IN LAYERS NOT TO EXCEED 6 INCHES c)ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE b)WIND b)NOTIFY CONTRACTOR PERSONNEL OF PRESENCE AT THE JOB SITE. COMPACTED DEPTH. STRUCTURAL ENGINEER PRIOR TO LOSE OR SUBSTITUTION.PROPOSED 1)BASIC DESIGN WIND SPEED V=103 MPH c)OBSERVE AND CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS 4)COMPACTION SHALL MEET OR EXCEED THE FOLLOWING REQUIREMENTS AS ALTERNATE PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERING 2)WIND RISK CATEGORY III IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND SHOWN AS A PERCENTAGE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM ICC-ESR SHOWING COMPLIANCE WITH THE CURRENT CODE FOR SEISMIC 3)EXPOSURE C APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. D698,STANDARD EFFORT. USES AND LOAD RESISTANCE.PROVIDE MINIMUM EDGE DISTANCE AND 4)ALLOWABLE STRESS DESIGN WIND SPEED VAs0=80 MPH d)IDENTIFY NON-CONFORMING WORK.ALL DISCREPANCIES SHALL BE a)FILL UNDER SLABS:COMPACTED TO 95%. SPACING AS INDICATED IN THE PRODUCTS ICC-ES REPORT UNLESS 2)GRAVITY LOADS BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 5)COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM OTHERWISE NOTED ON THE DRAWINGS. a)ROOF LOADS CORRECTION,THEN IF UNCORRECTED.TO THE OWNER AND ENGINEER AND D1556(SAND CONE METHOD)OR ASTM D6938(NUCLEAR METHOD). 4)CONCRETE MIX 1)SNOW LOAD BUILDING OFFICIAL. a)ALL CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318. a.GROUND SNOW LOAD,PG:10 PSF e)FURNISHING INSPECTION REPORTS FOR EACH INSPECTION TO THE E.TESTING AND INSPECTION CONCRETE SHALL BE TRANSPORTED AND PLACED IN ACCORDANCE WITH CONTRACTOR,OWNER,ENGINEER,BUILDING OFFICIAL AND ANY OTHER 1)TESTING AND INSPECTION PER DIVISION 1. ASTM C94. DESIGNATED PARTIES IN A TIMELY MANNER AS ESTABLISHED AT THE b)MIX DESIGN: DIVISION 1:GENERAL REQUIREMENTS PRE.CONSTRUCTION MEETING.REPORTS SHALL INCLUDE:DESCRIPTION OF INSPECTIONS AND LOCATIONS;LIST(S)OF NON-CONFORMING ITEMS A.GENERAL BROUGHT TO THE CONTRACTORS ATTENTION;HOW NON-CONFORMING COMPRESSIVE WATERWCE MAXIMUM 1)THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE ITEMS WERE RESOLVED;LIST(S)OF UNRESOLVED ITEMS. DIVISION 3:CONCRETE REM STRENGTH Pc MENT AGGREGATE AIR ENTRAINMENT SLUMP CONSTRUCTION OF THE PROJECT LOCATED IN TIGARD,OREGON_POSSESSION f) LIST CHANGES INVOLVING THE WORK REQUIRING SPECIAL INSPECTION THAT (PSI)* (PERCENT) " (41 NCH)""' OF THESE DRAWINGS DOES NOT GRANT LICENSE TO CONSTRUCT OR WERE AUTHORIZED BY THE ENGINEER AND APPROVED BY THE BUILDING A.REFERENCES RATIO SEE(INCH) FABRICATE THE WHOLE OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. OFFICIAL. 1)ACI 301-STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR g)SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL BUILDINGS ALL B.COORDINATION INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE. 2)ACI 302-GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION NIEROR 3000 050 3/4 - 4 1)COORDINATE WORK IN SUCH A MANNER AS TO MINIMIZE IMPACT ON FACILITY IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND 3)ACI 304R-GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE OPERATIONS. APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.WORK NOT IN CONCRETE ALL 2)COORDINATE WORK OF OTHER CRAFTS HAVING INTERDEPENDENT CONFORMANCE,UNRESOLVED ITEMS OR ANY DISCREPANCY IN INSPECTION 4)ACI 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND EXTEROR 4W 045 3/4 4.6 4 RESPONSIBILITIES FOR INSTALLING.CONNECTING TO,AND PLACING IN SERVICE COVERAGE SHALL BE SPECIFICALLY ITEMIZED IN THE FINAL REPORT. COMMENTARY CONCRETE MATERIALS AND EQUIPMENT. 6)DUTES SF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: 5)CRSI MSP-1-MANUAL OF STANDARD PRACTICE 3)FIELD VERIFY ALL EXISTING ELEVATIONS AND DIMENSIONS SHOWN ON THE a)PROVIDE THE OWNER,ENGINEER AND SPECIAL INSPECTOR A SCHEDULE OF 'COMPRESSIVE SI HENG I H Al 25 DAYS UNLESS DI HEHWISE NOTED. DRAWINGS BEFORE PROCEEDING WITH THE WORK.IMMEDIATELY REPORT ANY WORK PRIOR TO THE START OF CONSTRUCTION. B.CONCRETE REINFORCING "LIMIT AIR ENTRAINMENT T03%MAXIMUM FOR INTERIOR SLAB-ON-GRADE AND DEVIATIONS TO THE OWNER AND ENGINEER. b)COMPLETE ALL WORK IN CONFORMANCE WITH THE APPROVED 1)SUBMITTALS ELEVATED SLABS. CONSTRUCTION DOCUMENTS a)SHOP DRAWINGS:INDICATE BAR GRADES,SIZES,SPACING,LOCATION, "--SLUMPS SHOWN ARE THE TARGET SLUMPS WITHOUT THE INTRODUCTION OF C.CONSTRUCTION METHODS AND PROJECT SAFETY c)NOTIFY THE SPECIAL INSPECTOR WHEN THE PHASE OF WORK REQUIRING QUANTITIES,BENDING 8 CUTTING SCHEDULES. ADMIXTURES.MAXIMUM SLUMP WITH ADMIXTURES SHALL NOT EXCEED 7 1) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED SPECIAL INSPECTION IS TO BEGIN,AND PROVIDE ADEQUATE NOTICE SO b)MILL TEST REPORTS INCHES FOR SLABS-ON-GRADE AND ELEVATED SLABS OR B INCHES FOR ALL STRUCTURE AND DO NOT INDICATE METHODS,PROCEDURES OR SEQUENCE OF THAT THE SPECIAL INSPECTOR HAS TIME TO BECOME FAMILIAR WITH THE 2)REINFORCING STEEL OTHER CONCRETE. CONSTRUCTION.THE STRUCTURE(S)AND ALL OF ITS PARTS MUST BE WORK TO BE INSPECTED,AND ARRANGE AN INSPECTION SCHEDULE TO a)ASTM A615 GRADE 60(60 KSI)DEFORMED BAR_ ADEQUATELY BRACED AGAINST WIND AND LATERAL EARTH AND SEISMIC COINCIDE WITH THE CONSTRUCTION SCHEDULE.THE CONTRACTOR SHALL 3)UNLESS OTHERWISE NOTED ON THE DRAWINGS,LAP SPLICES FOR 5)HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI305R. FORCES UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEMS HAVE PROVIDE A MINIMUM OF 24 HOURS ADVANCED NOTICE TO THE SPECIAL REINFORCING SHALL BE AS FOLLOWS: 5)COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH AC1306R. BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY INSPECTOR FOR WORK REQUIRING INSPECTION AND TESTING. 7)FINISHING FOR THE STABILITY OF THE STRUCTURF(S)AND ITS PARTS HAVE BEEN MADE. d)NOTIFY THE BUILDING OFFICIAL WHEN THE PHASE OF WORK REQUIRING a)ALL FINISHING SHALL BE IN ACCORDANCE WITH ACI 301 SECTION 5. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ENFORCING INSPECTION BY THE BUILDING OFFICIAL AS DESCRIBED IN SECTION 110 OF SAIL SEE BAR SIZE CLASS B TOP BAR b)FORMED CONCRETE SURFACES NOT EXPOSED TO VIEW MAY HAVE A ROUGH SAFETY REGULATIONS.THE CONTRACTOR SHALL DESIGN,CONSTRUCT,AND THE CODE IS READY FOR INSPECTION.PROVIDEA MINIMUM 24 HOURS FORM FINISH,SF4.0 IN ACCORDANCE WITH ACI 301 SECTION 5.3.3,3(a). MAINTAIN ALL SAFETY DEVICES.CONSTRUCTION MATERIALS SHALL BE EVENLY ADVANCE NOTICE TO THE BUILDING OFFICIAL. (US) METRIC(SI) SPLICE(INCH) SPLICE'(INCH) c)FORMED CONCRETE SURFACES EXPOSED TO VIEW SHALL HAVE A SMOOTH DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS.LOADS SHALL NOT e)ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN FORM FINISH.SF-2.0 IN ACCORDANCE WITH ACI 301 SECTION 5.3.33(b). EXCEED ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS OR THEIR ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED #3 #10 19 25 d)FORMED CONCRETE SURFACES EXPOSED TO VIEW SHALL HAVE A SMOOTH CONNECTIONS.THE CONTRACTORS CONSTRUCTION AND/OR ERECTION TO BE IN CONFORMANCE WITH THE SPECIAL INSPECTOR,AND APPROVED BY FORM FINISH,SF-3.0 IN ACCORDANCE WITH ACI 301 SECTION 5.3.33(4). SEQUENCE SHALL TAKE INTO CONSIDERATION THE EFFECTS OF THERMAL THE BUILDING OFFICIAL.THE CONTRACTOR SHALL PROVIDE MEANS OF #4 #13 25 33 PROVIDE A MOCKUP OF CONCRETE SURFACE AND TEXTURE. MOVEMENTS OF THE STRUCTURE DURING THE CONSTRUCTION PERIOD. ACCESS TO WORK REQUIRING SPECIAL INSPECTION,INCLUDING BUT NOT #5 #16 31 41 e)HORIZONTAL UNFORMED CONCRETE SURFACES SHALL BE SCREEDED AND 2)THE CONTRACTOR SHALL CONFORM TO ALL FACILITY SAFETY REGULATIONS LIMITED TO,CRANE SERVICE AND TEMPORARY PLATFORMS. FLOATED. AND REQUIREMENTS. f) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED #6 #19 37 49 I) SURFACES RECEIVING GROUT OR BONDED CONCRETE TOPPING SHALL BE A CONSTRUCTION DOCUMENTS AT THE JOB SITE. SCRATCHED FINISH TO 1l4 INCH AMPLITUDE. D.SUBMITTALS g)MAINTAIN AT THE JOB SITE COPIES OF All REPORTS SUBMITTED BY THE #7 #22 54 70 g)INTERIOR SLABS FINISH SHALL BE A TROWELED FINISH. 1)SUBMITTAL PROCEDURES SPECIAL INSPECTOR. #8 #25 62 BD h)EXTERIOR SLAB FINISH SHALL BE A BROOMED FINISH IN THE DIRECTION OF a)IDENTIFY PROJECT CONTRACTOR.SUBCONTRACTOR,AND/OR SUPPLIER, h)CORRECT ALL NONCONFORMING WORK_ THE FLOOR SLOPE. b)ALL SUBMITTALS SHALL BE PROVIDED IN PDF FORMAT.SUBMITTALS SHALL i) IN ADDITION TO THE ABOVE,THE CONTRACTOR SHALL SUBMIT A WRITTEN #9 #29 69 90 I) EXPOSED NON-CHAMFERED SLAB EDGES SHALL BE EDGED TO A 1l4 INCH BE RETURNED N PDF FORMAT VIA EMAIL OR PROJECT WEBSRE. STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE RADIUS AFTER FINISHING.EDGING SHALL NOT FORM RIDGES ON THE SLAB c)ALLOW FIVE(5)WORKING DAYS MINIMUM FOR REVEW AND RETURN OF OWNER PRIOR TO COMMENCING WORK.THE CONTRACTORS STATEMENT OF #10 #32 77 100 SURFACE. SUBMITTALS PRODUCT PURCHASE/FABRICATION SHALL NOT COMMENCE RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF #11 #38 85 110 I) EXPOSED EDGES SHALL BE FORMED USING 3/4 INCH CHAMFER UNLESS UNTIL SUBMITTALS ARE RETURNED. THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL OTHERWISE NOTED. d)SHOP DRAWINGS:ALL SHOP DRAWINGS SHALL BE PREPARED ON INSPECTIONS. #14 N3 198 140 k)VERIFY FINISHING REQUIREMENTS OF SURFACES SCHEDULED TO RECEIVE ELECTRONIC MEDIA.ANY REVISIONS TO THE DRAWINGS SHALL BE CLOUDED 7)DEFINITIONS PROTECTIVE COATINGS WITH PRODUCT MANUFACTURER. AND MARKED WITH REVISION NUMBERS- a)CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS #1B #57 139 180 e)ALL SUBMITTALS SHALL BE REVIEWED,APPROVED AND INITIALED BY THE PRESENT AT ALL TIMES OBSERVING AND CONFIRMING THAT THE WORK D.CURING SUPPLIER/DETAILER AND BY THE CONTRACTOR PRIOR TO SUBMITTING FOR REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED •TOP BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE 1)CONCRETE SHALL BE CURED BY USE OF A CURING COMPOUND OR BY USE OF REVIEW BY THE ENGINEER.ANY SUBMITTALS NOT REVIEWED,APPROVED CONSTRUCTION DOCUMENTS. THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW AN APPROVED WET CURING PROCESS FOR A MINIMUM OF 7 DAYS AFTER AND INITIALED BY THE SUPPLIER/RETAILER AND CONTRACTOR SHALL BE b)PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPEC I OR IS PRESENT SPLICE. CONCRETE PLACEMENT IN ACCORDANCE WITH ACI 308.1.CURING COMPOUNDS RETURNED WITHOUT REVIEW. PART TIME,OR AT TIME INTERVALS,AS NECESSARY TO OBSERVE AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN 2)SCHEDULE OF SUBMITTALS: CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION B IN 4)PROVIDE SPECIFIED COVER AS FOLLOWS: INSTRUCTIONS AND SPECIFICATIONS. 8)SHOP DRAWINGS CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. a)CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:3 1)CONCRETE REINFORCING STEEL 8)WORK REQUIRING SPECIAL INSPECTION INCHES(-3l8 INCH/41 INCH) E.GROUT b)PRODUCT DATA a)WORK REQUIRING SPECIAL INSPECTION IS LISTED WITHIN THE TABLES OF b)CONCRETE EXPOSED TO EARTH OR WEATHER: 1)ASTM C1107,ICC-ES APPROVED,NON-SHRINK,NON-METALLIC,MINIMUM ISSUED FOR 1)CONCRETE MIX DESIGN REQUIRED SPECIAL INSPECTION AT THE END OF THE GENERAL NOTES. 1)#6 BAR AND LARGER:2 INCHES(.318 INCH/L-5/8 INCH) COMPRESSIVE STRENGTH OF 5000 PSI AT 7 DAYS:FIVE STAR GROUT BY FIVE 2)CONCRETE REINFORCING MILL TEST REPORTS b)IT IS INTENDED THAT THE TABLES OF REQUIRED SPECIAL INSPECTION 2)#5 BAR AND SMALLER:1112 INCHES(-3/6 INCH/+1)2 INCH) STAR PRODUCTS OR MASTERFLOW 928 BY BASF. CONSTRUCTION c)TESTING AND INSPECTION REPORTS DEFINE ALL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE CODE.THE c)CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: 2)OP EPDXY GROUT BY 5 STAR PRODUCTS WHERE INDICATED ON PLANS. d)WELDER CERTIFICATES SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF ANY REQUIRED 1)SLABS,WALLS.JOISTS: 3)EQUIPMENT BASES AND COLUMN BASE PLATES SHALL BE GROUTED IN STRICT Our difference L• INSPECTIONS THAT MAY HAVE BEEN OMITTED FROM THE TABLES- a.#14 BAR AND LARGER:1112 INCHES(-1(4 INCH+1 P2 INCH) ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. Is engineered t;4 PR '/#� b.#11 BAR AND SMALLER:3/4 INCH(-1/4 NCH+1(4 INCH) wmv.harrisgroup.Wm tcED IS 2)BEAM,COLUMNS,PEDESTALS(PRMARY REINFORCING,TIES,STIRRUPS. F.TESTING AND INSPECTION a444NOINEE,F AND SPIRALS):1 1/2 INCHES(-31B INCH+1l2 INCH) 1)TESTING AND INSPECTION PER DIVISION 1. Harris Group 6NJ 74499PE PROJECT NO:005/113M DIGITALLY SIGNED 4/15/20 OREGON ORG PROJ NAME: SHEETTRLE: SHEET: OF'. DWG#. YS,,DAA DRN: STS DATE. oecEMDERzo19 . - DURHAM AWWTF SRF STRUCTURAL DSN'. STS DWG#: DL°TE. 03/17/20 EXPIRES 12/31/2011 THIS BAR IS ONE INCH p _ TRILL DRYER AND STRUCTURAL NOTES-SHEET 1 GHK. SMD OAOSLEA S-001.DWG WHEN DRAWING IS FULL QC Ow commitment O C� S-�� SCALE. 0 09/15)20 STS cos SSVED FOR CONSTRUCTION Owcommitmentisdear. VENTILATION UPGRADE PLO"' APED: GDS SCALE: AS SHOWN 9'r6 6941 RFS,0 SATE URN APPD DESORPTION 16060 SW 65TH AVE. TIGARD,OREGON 97224 PRw u. ENG4 STAMP. TABLE I TABLE 5 REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS REQUIRED TESTING for SPECIAL INSPECTIONS INSPECTION TESTING SYSTEM or MATERIAL O580 C E CODER STANDARD FREQUENCY REMARKS FREQUENCY REFERENCE RFcIMICE CartinuaS I Periodic SYSTEM or MATERIAL OSSC CODE CODER STANDARD REMARKS SOILS REFERENCE REFERENCE CoOSRJRS Periodic VERIFY MATERIALS BELOW SHALLOW TABLE FOUNDATIONS ARE ADEQUATE TO ACHIEVE 1705.8 X GEOTECHNICAL THE DESIGN BEARNG CAPPCRY PERFORM TESTNG OF COMPACTED FILL - — — 180E VERIFY EXCAVATIONS ARE EXTENDED TO MATERIALS PROPER DEPTH AND HAVE REACHED I7E158 S FILL N-PCE DENSITY OR PREPARED PROPER MATERIALLASUSGRPDE DENSITY X(a) PERFORM CLASSIFICATION AND TESTNG OF TABLE % TESTING OF COMPACTED FILL MATERIALS(SEE TABLE 17056 MARES' COMPACTED FILL MATERIALS 1705.8 CLASSIFICATION AND 1803.5.1 MATERIAL VERIFICATION TESTNG OF X(a) CONTROLLED FILL VERIFY USE CF PROPER MATERIALS. MATERIALS DENSITIES AND LIFT THICKNESSES DURNG TABLE X CONCRETE PLACEMENT AND COMPACTION OF 1705.6 COMPACTED FILL AT THE TIME FRESH CONCRETE IS SNMPLED PRIOR TO PLACEMENT OF COMPACTED FILL' TO FABRICATE SPECIMENS FOR STRENGTH TABLE ASTN C172 FABRICATE SPECIMENS AT TINE AC E FRESH CONCRETE IS PLED TABLE TESTS.PERFORM SLUMP AND AR CONTENT ASTMC 31 X OBSERVE SVBMONADE AND VERFY THAT 17058 X TESTS,AND DETERMINE THE 1TOS.3 ACI 318'26.5,26.12 ONCE EACH DAY FOR AGMEN CLASS OF CONCRETE,OR LESS SITE HASBEEN PREPARED PROPERLY. TEMPERATURE OF THE CONCRETE THAN ONCE FOR EACH 150 SOS OF CONCRETE,OR LESS THAN ' ONCE FOR EACH 5,000 FT2 OF SURFACE AREA FOR SLPBSMNLLS.ONCE EACH SH FT FROM IN-PLACE PORK OR FROM TEST PANEL AND MINIMUM ONE SPECIMEN FOR EACH 50 TABLE 2 CUBIC YARDS.YRECONSTRUCTION TESTS AS REQUITED PER CONCRETE STRENGTH TABLE ABTMC39 X THE BUILDING OFFICIAL.' REQUIRED STRUCTURAL SPECIAL INSPECTIONS 1705.E INSPECTION SYSTEM or MATERIAL OSSC CODE CODE R STANDARD FREQUENCY REMARKS CONCRETE SLUMP ASTMC143 X REFERI NCE REFERENCE Continuous Periodic TABLE CONCRETE MR CONTENT AVM C231 X • CONCRETE CONCRETE TEMPERATURE 1705.3 ASTMC1064 % SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT WAE, INSPECTION OF ANC HORS N STALLED IN TABLE AC I316 X TYPE.AND DMENSIONS,HOLE 0 BENSONS,COMPLIANCE NMTM HARDENED CONCRETE 1705.31782 DRILL BIT REQUIREMENTS.GLUMNESS OF THE HOLE AND ANCHOR PDHESNE EIPRATIO N DATE.ANCHOR/PDHESEE (ABLE VERIFYING USE OF REQUIRED PAX 1705'3 ACI 318:CHAPTER IS % DESIGNIS) 24.8 .46,26.4 — ffi4_ CONCRETE PLACEMENT TABLE ACI 316:26.5 X 1705.3 VERIFICATKN OF FORMWORK TABLE AC1318 26.111(b) X(a) SPECIAL NSPECTIONS MPLYTO SHARE,LOCATION AND 1705.3 - DIMENSIONS OF THE CONCRETE MEMBER BENG FORMED I ISSUED FOR CONSTRUCTION Our difference I Is engineered. tiff�1PR�'Tf'�C.� www.harrisgroup.can y •GINE4.s C W N Harris Group le 4 PROJECT NO:0051113.04 DIGITALLY SIGNED 4/16/20 OREGON URN' STS DATE: DECEMBER2019 PROJ NADURHAM AWWTF SRF SHEETTRLE' STRUCTURAL SHEET' OF: DWGs:: Orr 25,1 allISIMINMVA Dsrv: STS owGA. DATE 03/17/20 !EXPIRES,T2/3Tl20T9 THIS BAR IS ONE INCH ©ean\ /t r Servic Ys PRILL DRYER AND STRUCTURAL NOTES-SHEET 2 S-002 CHK: SMD CAD FLE A.S-002.DWG WHEN DRAWING IS FULL VENTILATION UPGRADE PLC E. SCALE. 0 04/15)20 STS CDS ISSUED FOR CONSTRUCTION Oor commitment is clear. MHO' CDS SCALE. AS SHOWN cws 6941 REV A DATE URN APPD DESORPTION 16060 SW 85TH AVE. TIGARD,OREGON 97224 PRO.,Y: ENGR STA,'P. GENERAL NOTES EQUIPMENT ANCHORAGE SCHEDULE 1. FOR DRAWING INDEX SEE SHEET G-001. MARK DESCRIPTION RID DIA "D" (IN) "A" (IN) GROUT THICKNESS (IN) COMMENTS 2. FOR STRUCTURAL NOTES SEE SHEET 5-001 AND S-002. SEE PLAN OR AS REQUIRED FOR EQUIPMENT (4)ANCHORS REQUIRED AT EACH 999-CYC-9113 DUST COLLECTOR CYCLONE 1/2 SEE SCHEDULE 3/4 TO 1 1/2 BASE PLATE GROUT BELOW BASE PLATE AFTER LEVELING EQUIPMENT z 99012 EACH WAY 999-DYR-9108 DRYER 3/4 SEE SCHEDULE 1 1/2 DP EPDXY GROUT a a 1 1/2"CLEAR FROM w ii [TOP OF SLAB 314"CHAMFER FIELD DRILL 5/8'0 HOLES FOR I/2'0 h ANCHORS IN SKID CHANNEL BASE 999-EF-9114 DRYER EXHAUST FAN 1/2(MIN) SEE SCHEDULE - INSTALL ANCHOR NEAR EACH CORNER KEYED NOTES AND AT MID-POINT EACH LONG SIDE (6)TOTAL ANCHORS O NOT USED. USE LARGEST SIZE ANCHOR TO FIT .,-1 DRYER BURNER SKID 1/2(MIN) SEE SCHEDULE FACTORY BASE PLATE HOLES,FILL ALL AVAILABLE HOLES USE LARGEST SIZE ANCHOR TO FIT 999-EF-4101 ODOR CONTROL FM 3/8(MIN) SEE SCHEDULE - FACTORY BASE RATE HOLES,FILL ALL AVAILABLE HOLES ROUGHEN SLAB TO 1/4' AMPLITUDE AND CLEAN 3/4/AT l AROUND PERIMETER FIELD DRILL FACTORY MOUNTING CURB FREE OF ALL LOOSE MATERIALS EMBED9'.INTO EXISTING SLAB 999 MAU-S001 MAKE UP AIR UNIT 1/2 SEE SCHEDULE - AND INSTALL AT 18'ON CENTER WITH EPDXY ADHESIVE AROUND PERIMETER OF CURB,2 1/2' MINIMUM EDGE DISTANCE HOUSEKEEPING PAD SECTION e EMBED SCHEDULE * ROD DIAMETER"D"(IN) "A"(IN) SHOWN*EMBEDMENTS ARE TYPICAL UNLESS OTHERWISE ON SCALE 1"=1'-0" ANCHORAGESCHEDULE OR PLANS. 3/8 4 112 4 1/2 5/8 5 5/8 EXISTING 3/4 63/4 CONCRETE WALL OR LIMB'S OF SAWCUT SLAB DO NOT OVERCUT W #4 CONTINUOUS 6"TYPICAL OR AS z Z PROVIDE 90 DEGREE NOTED ON PLAN 0 dHOOK AT CORNERS NEW EXISTING_ / CH 0,REMOVE AND 3/B"TOOLED RADIUS GRIND SMOOTH w ROD DIAMETER"D" z REMAINDER OF 'p a G ROUGHEN CONCRETE CONCRETE 0. p 81 TO 1/4'AMPLITUDE GROUT(WHERE INDICATED) i¢2 3"0 CORE DRILL ----- PRIOR TO SAW CUT _AMID -__ TOP OF CONCRETE MINISM I __ TOP OF EXISTING SLAB . \\ e~ �' �� `CONCRETE TO BE Z n #4@1'-0"EMBED REMOVED TYPE 318 STAINLESS STEEL ( WITH EPDXY ¢ Z E f THREADED ROD,WASHER AND NUT. \/f\'J\'/\/\\/ \\77\r I- ADHESIVE �' INSTALLATION RODSASE PRIOR TO \ s\/\ ' / '••- LEGEND #4Q1'.6'EMBED 4" SAWCUT WITH EPDXY ADHESIVE NOT USED. CURB ON EXISTING CONCRETE SLAB NEW CURB INTERSECTION AT EXISTING WALL OR EXISTING CURB SAWCUTS AT INTERIOR CORNERS CONCRETE ANCHOR DETAIL O DETAIL ® DETAIL SCAT F: 1"=1'-0" SCALD 1'=1-0' SCM E 1 1/2"=1'-0" ISSUED FOR CONSTRUCTION Our difference is engineered. ta0lly!/� ww w .herrlsgroup.eom �1GI NFFQ' HBTNE Group 74499PE PROJECT No:005111301 DI (TALLY SIGNED 4/15/20 OREGON ERN. STS GATE, DECEMBER 2019 PRO.,NAME. SHEET TITLE: SHEET: OF: OWG Y: 4f 25,'I¢N5 DURHAM AWWTF SRF STRUCTURAL DM STS DAGE: PLOT 03/17/20 THIS BAR IS ONE INCH PRILL DRYER AND CONCRETE SECTIONS DATE: 'EXPIRES 11/]1/]019 I �P.aiss commitment SGlBor. S VENTILATION UPGRADE AND DETAILS -SHEET 1 S-300 wrc: SMD CAE FLEm 5-300.DWG WHEN DRAWING IS FULL PLC x: SCALE. 0 04/15/20 STS GDS ISSUEOFORCONSTRUCTION O¢[commilm<¢t it clear. APFR GDS SCALE AS SHOWN OWS 6941 REVS GATE ERN APPO DESCRPTIDN 16060 SW 85TH AVE. TIGARD,OREGON 97224 PRODS ENOR STAMP. ----------1f' 2'-2"ONEW OPENING GENERAL NOTES FACE OF(E) CONCRETE WALL _ -- - PLYWOOD ROOF FOR 7.0"0 DUCT SHEATHING(E) 1. FOR DRAWING INDEX SEE SHEET G-001. (VERIFY SIZE AND LOCATION CONCRETE WALL(E) WITH MECHANICAL) 20 ROOF DECK(E) 2. FOR STRUCTURAL NOTES SEE SHEET S-001 AND S.002. BROOM FINNISHISH B"THICKM CONCRETE PAD O ! MATCH 1 ELEVATION OF EXISTING j CLEAR EQUIPMENT PADTOP OF CONCRETE WALL IE) -"--"--'-" "-'-- -- -'""'- SAWCUT AND REMOVE TOP OF BEAM(E) © 6HO"(UNOMINALSEKEEPINGHEIGHTPAD N) EXISTG CONCRETE SLAB AND REINFORCING, EL 148'S 3/4' • • SEE I 1 l /\s1 _ ODOR CONTROL FAN, KEYED NOTES VERIFY LOCATION W NH 6•TALL CONTAINMENT re __-- �CVRB O CONCRETE SLAB(E) MECHANICAL r- I ! ® • U NEW 12"0 DUCT O NSTALLL DUCT PNEW CURB ON UN-PROTECTED SIDES OENING REQUIRES CURB OR WALL ON F DUCT tt4Q12 DOWELS(CENTERED TOP OF SLAB(E) -___- (SEE MECHANICAL) OPENING,DOWELED TO EXISTING CURBS OR WALLS.SEE IN SLAB EMBED 6"WITH ( i iiii DETAIL 115-300. C0 _ TO NEW REINFORCING R TE, BARB ��ADHESIVE IN r 1 �� // /` / o f is -_.. EXISTING CONCRETE.2'A'LAP 9 .. FAN ) EL 10B'-0" 1 • • • I O COAT CUT AREAS OFCONCRETE WITH SIKA ARMATEC 110 ./) / (BEYOND) (E) BARRIER COATING TO PREVENT CORROSION AT EXPOSED ENDS /� / / , (BEYOND) OF CUT REINFORCING STEEL. 4 w /�l'� AHU,VERIFY LOCATION • / BOTTOM OF NEW DUCTI / 0OLOCASTLE 1324 FRP POLYMER CONCRETE BOX,INSTALL FLUSH °; I e WITH MECHANICAL EL 145'-6" �/ (VERIFY WITH MECHANICAL) TOP OF CRANE BEAM(E) r-----' 1 I BELOW.EDGE OF BOX SHALL ALIGN W HH TOP DF CONCRETE OVER EXISTING EEAST EDGE OF LECTRICAL X LL NU I _._.yl ( • / K EL 145'2' ^N I. ( ( ( 0 1- LL ® ' - - ` , - +----_-- • ® ` U CONCRETE SLAB.SEE E-130D. v _ - I j SAWCUT AND REMOVE q I=SKI ---_� MOW STRIP(EJ ZjEXISTING L____J AND REINFORCING,E WALL - - CONCRETE WALL(E) ! NEW DUCT SEE n fi"CONCRETE WAIL(E) SEE 10 • M.003 rS-300, 4 \ MAINTENANCE SIDEWALK '--.1, AROUND EXISTING EQUIPMENT • • WALL PENETRATION FOR DRYER EXHAUST APPLY BARRIER COATING LEGEND .� -i >d- PAD,MEDIUM BROOM FINISH(TYP), \ TOP OF SIDEWALK TO MATCH EXISTING (TYPICAL)O SECTION I PAD(LEVEL)SEE DETAIL 3/S-301 • •, ® INDK:ATES AREA OF DEMOLITION F. 1"=1'-0• M-004 EXISTING EQUIPMENT PAD • •'I OUTLINE OF EQUIPMENT CURB • •I PARTIAL PLAN 10 \i'.- 1 SCALE:1/4"=9-1,/ FLOOR PENETRATION FOR VENTILATION SUPPLY DETAIL WIDTH AS INDICATED ON PLAN 2' 4"CONCRETE P•THICK CONCRETE �-EXISTING BUILDING PADDWITH MEDIUM (MINIMUM) BROOM FINISH 12'RADIUS 94 ANY DISTURBED AREAS TO BE TILLED 2%MAXIMUM 15#ROOFING FELT p4(6�12 EACH WAV AT *, I3) C7/OICATED (BO F TOPSOIL DNI PLANS REINFORCING 6"USING f O D TOPPED VVITH 2" F COMPOST a a e TOP OF SLAB(E) EPDXY ADHESIVE a EL 13a-0" • • • • I • • • • EXISTING GRADE VA..bmvaiirlormwiognilmtiew• 1.11 4•THICK COMPACTED BASE �,� *• o I.IWL.e." W V / 0 O4 COMPACTED SUBGRAOE __ I r ONE-HALF INCH TRANSVERSE EXPANSION JOINTS SHALL BE PLACED THROUGH THE 1 ' 1 ) CI SIDEWALK AT UNIFORM INTERVALS OF NOT MORE THAN 50 FEET.ONE-HALF INCH EXPANSION I i I JOINTS SHALL BE PLACED BETWEEN THE SIDEWALK AND BACK OF ABUTTING PARALLEL 1 --------- - CURB_BETWEEN THE SIDEWALK AND BUILDINGS OR OTHER RIGID STRUCTURES AND I GLEAN FREE DRAINING 1"MINUS BETWEEN SIDEWALKS AND DRIVEWAY APPROACHES AND BACK OF CURBS AND DRIVEWAYS. - — COMPACTED SUBGRADE CRUSHED ROCK(NON-FROST SUSCEPTIBLE FILL).BACKFILL IN 6" THE UNIT AREAS SHALL BE APPROXIMATELY SQUARE.THE UNIT AREAS SHALL BE PRODUCED LAYERS AND COMPACT TO 95% BY USE OF SLAB DIVISION FORMS EXTENDING TO THE FULL DEPTH OF THE CONCRETE OR BY - (STANDARD PROCTOR) CUTTING JOINTS IN THE CONCRETE AFTER FLOATING.TO A DEPTH OF NOT LESS THAN ONE-FOURTH THE THICKNESS OF THE SIDEWALK.THE CUT JOINTS SHALL BE NOT LESS THAT n ONE-EIGHTH INCH NOR MORE THAN ONE-QUARTER INCH IN WIDTH AND SHALL BE FINISHED —(� SMOOTH AND TRUE TO LINE. ISSUED FOR CONSTRUCTION Our difference S3N.0 TYPICAL SIDEWALK I is engineered. Eo♦EO PR DETAIL ® SECTION OA r, .eelr:SgrouP.am ti aG,"F°F SCALE: r=1'-0• SCALE: 1"=1'-0" Group Harris 14499PF PROJECT NO:0051H3,O4 DI (TALLY SIGNED 4/15/20 OREGON URN' STS ORG DECEMBER 2019 PROJ NAME: SHEET TITLE. SHEET' OF DWG II: ' 4129 151"y DATE' IMIIIII DURHAM AWWTF SRF STRUCTURAL USN. STS DWG x: Va. 03/17/20 IEMMRES 12/31/2019I THIS BAR IS ONE INCH ae$R`Jtic'IL Services PRILL DRYER AND CONCRETE SECTIONS S-301 D„„. SMD CAD EVE 8:S-301.DWG WHEN DRAWING IS FULL Oar commitment i.clear. VENTILATION UPGRADE AND DETAILS-SHEET 2 PLCE SCALE. 0 04)15120 STS SOS ISSUED FOR CONSTRUCTION APPEL GDS SCALE. AS SHOWN DESCRIPTION 16060 SW B5TH AVE. TIGARD.OREGON 9T224 DWs 6941 REV II DATE DRN APPD PROJk ENGR STAMP. EXISTING WINDOW AND STEEL GENERAL NOTES FRAME SILL TO REMAIN IN PLACEPLACE z= 1. FOR DRAWING INDEX SEE SHEET GA01. ---L IL !O EXHAUST FAN,SEE MECHANICAL FOLLOW MANUFACTURERS 2. FOR STRUCTURAL NOTES SEE SHEET SA0I AND SA02. iN F E INSTALLATION RECOMMENDATIONS. w INSTALL CAULK AND FLASH CURB TO ENSURE A WATERTIGHT SEAL IIIIIII BOTTOM OF WINDOW MULLION TOP OF LOUVER MULLION 1 I KEYED NOTES III z z 0 REVIEW SAFETY REQUIREMENTS WITH OWNER PRIOR TO 0. 0 PREFABRICATED CURB WELDING.WELDING ELECTRODES SHALL BE E7018,VISUAL w 3'-0X^CURB OUT/OUT(REF) AND CAP FLASHING INSPECTION IS REQUIRED. �,, V TAPERFORM INSULATION BOARD ANGLES SHALL BE ASTMA36,FINISH SHALL BE RED OXIDE SUPPORT FOR SLOPEPRIMER,TOUCH UP AFTER WELDING. SUSE DOUBLE i. EXISTING PLYWOOD 3 ATTACHMENT2THROUGH FLANGE.H IS REQUIRED FOR CURB w BOTTOM OF DUCT i I LEGEND LL TOP OF LOUVER MULLIONJail 11i - V,A INDICATES AREA OF DEMOLITION TOP OF SLAB(E) IIII ROOF STRUCTURE(E) _ DUCT SEE SHEET M-002x. - - 11 11 c t — __..,.. 22 GA FLASHING(4)SIDES OF DUCT.SECURE TO DUCT CURB(E) AND MULLION WITH SEALANT NEW OPENING PER AND SHEET METAL SCREWS, INSIDE CURB DIMENSION ��STRUCTURAL FRAMING(E) AND SEAL WATER-TIGHT 2x10 DF.#2 LARCH FRAMING BELOW - METAL ROOF CURB.USE SIMPSON NOTE:SECURE FAN BASE TO CURB WITH#12 TEK SCREWS JOIST HANGERSFOR FRAMING @6"ON CENTER,CURB TO 2x FRAMING WITH SIMPSON CONNECTIONS® SDW22500 SCREWS®6"ON CENTER(ALL SIDES) NEW FAN AT EXISTING OPENING REMOVE EXISTING GUARDRAIL:CUT DETAIL 1 DETAIL 2 EXRAINTING AP COAPTS DIRECTLY AND SEAL STUB OW SCALE: 1"=1'-0" M-002 SCALE: 1^=1'-0" M-003 WATER-TIGHT. LOCATVFNT,SE E MECHANICAL //// //� /i']'�R�/f/ ��/ STEEL FTO MISS EXISTING J J J `/\ STEEL FRAMING AND LIFTING LUGS. CIN META ROOF TE SIZF HOLE 22 GA FLASHING TRANSITION IN METAL ROOF DECK,FOLLOW BOTTOM PEOPLE TO MANUFACTURERS INSTALLATION MATCH ROOF DECK RECOMMENDATIONS.INSTALL CAULK AND FLASH CURB TO GATE SIDE ENSURE A WATERTIGHT SEAL FIELD VERIFY ALIGN QO - - - - 00 COMPRESSIBLE CLOSURE L4z4x1/4 EXTENDED TO I ____ STRIP BETWEEN FLASHING - 10'GALVANIZED ROOF CURB WITH CUT EDGE EXISTING SUPPORT STEEL -----' AND ROOF DECK / SECURE TO BOTTOM ROOF OF BOTTOM DECK I '�i ; EXISTING ROOF HATCH DECK WITH#12 TEK SCREWS®6' I r AND LADDER I ON CENTER METAL ROOF DECK(E) sLopE J ' 1 / 11 I / I1 1104 zxq //1 N I W w BIT GUARD 2.0 SAFETY / I r Q O j v v RAILING SYSTEM TYPE x.STRUCTURAL ROOF L4 L4(BEYOND) -'LL DECK(E)(BELOW) 3 3 ' VERIFY(IELDDMENSIONS S > m Z I /______________________ WITHMANUFACTURERti0PRIORTOORDERINGL4x4x1/4 DECK SUPPORT M mATTACHBOTTOM ROOF DECKO SEE DETAIL AND ES-5014/5501 NOTE:INSTALL VENT AT ELEVATED ROOF DECK SEE DETAD_4IS-501 AL4x4x1/4 DECK DNDTTOL4BELOWWNH#12TEKSCREWS Q6"ON CENTER OVER REACTOR 3- 6/S501 O AROUND OPENING(4) DETAIL 3 SIDES SCALE: 1"=1'-0' M-003 BILC POST T P NOTE:DECKING NOT SHOWN FOR CLARITY EXISTING V4 EXTENDED RT TO SAFETY POST TYPE DECK SUPPORT PLAN SUPPORT STEEL ROOF ACCESS HATCH SAFETY RAIL LU-1 RSN FRAMING NEW DETAIL O DETAIL O O L4 SCALE: 1^=1-0" SCAT F: 1'=1'-0' L4 ISSUED FOR Oi TYPICAL EACH CONSTRUCTION ENO OF L4 3/16 3 Our difference K^il. L4 SUPPORT ANGLE END CONNECTION I Is engineered. .I•_Pgn0.i1� DETAIL O Ww.haNsgP.�n yay�"F"aptNeF sp SCALE 3"=1'.6" Harris Group K Ju99PE PROJECT N0:BB51119.a DIGITALLY SIGNED 4/15/20 DRN: STS DRG DECEMBER 2019 E DREGON PR°J NAM['. SHEET TITLE: SHEET, °E: DWG It, $�aS,N�A.A D TE DURHAM AWWTF SRF STRUCTURAL "Wm.DU OSN. STS DWGB: PPI.OT 03/17/20 (EXPIRES 12/31/1019 I THIS BAR IS ONE INCH anWatCI SeryjCeS PRILL DRYER AND SECTIONS AND DETAILS - S-501 OAR. SMD CAD ENO a- WHEN DRAWING IS FULL PLca S-501.DWG oar commitment is clear. VENTILATION UPGRADE SCALE. 0 04/15/20 STS GOB ISSUED FOR CONSTRUCTION REPO GDS GDS SCALE: AS SHOWN REV a DATE ORE APPD DESORPTION 16060 SW 85TH AVE. TIGARD,OREGON 97224 °A'S P 6941 PROJ . -NCR STAMP: • MAKE—UP AIR UNIT(MAU)SCHEDULE VENTILATION AIRFLOW SCHEDULE PROCESS EXHAUST FAN NATURAL GAS HEATING COIL ELECTRICAL BASIS OF DESIGN VOLUME REQUIRED VENTILATION VENTILATION LEVEL MIN.ACH EXHAUST SUPPLY EXHAUST (CF) AIRFLOW WEIGHT RATE (CFM) AIRFLOW(CFM) AIRFLOW(CFM) MARK LOCATION ECON. MOTOR INPUT OUTPUT FILTER MAX NOTES - AIRFLOW ESP EAT LAT TOTAL (LB) STRUVITE PROCESS (CFM) (IN) QTY CAPACITY CAPACITY (DEG F) (DEG F) MCA FUSE VOLT PHASE HZ MANUFACTURER MODEL UPPER LEVEL 46,060 6 2,500 7,100 4,600 (MBH) (MBH) (MOP) BHP HP RPM STRUVITE PROCESS 30,960 6 0 3,100 3,100 UPPER BASEMENT 999MAU5001 GROUND N 13300 1.5 1 12.89 15 1800 1200 1104 24 101.3 2"MERV 8 27.1 45 460 3 60 1637 GREENHECK DGX-P125-H32 [1112M31,[4],[51 LOWER BASEMENT LEVEL 30,240 6 0 3,100 3,100 TOTAL 2,500 13,300 10,800 SCHEDULE NOTES: NOTES: [1]DIRECT-DRIVE SUPPLY FAN WITH VFD 1. VENTILATION SUPPLY AIRFLOW BASED ON REQUIRED MINIMUM ACH RATE PLUS PROCESS EXHAUST AIRFLOW. 12]HORIZONTAL SUPPLY/RETURN DUCT OEM. 2. VENTILATION EXHAUST AIRFLOW BASED ON MINIMUM REQUIRED ACH RATE. 13]CONSTANT VOLUME 100%OA 3. GRAVITY RELIEF VENT WILL EXHAUST THE DIFFERENCE BETWEEN SUPPLY AND RETURN AIRFLOWS WHEN ' 141 DIRECT GAS FIRED HEATING WITH 10:1 TURN DOWN RATIO PROCESS EXHAUST IS OFF. I5]MINIMUM INLET GAS PRESSURE OF le WG,MAXIMUM 5 PSI FAN SCHEDULE GAS PRESSURE REGULATOR SCHEDULE EXHAUST FAN ELECTRICAL BASIS OF DESIGN MARK DESCRIPTION LOCATION TYPE DISCHARGE AIRFLOW ESP MOTOR WEIGHT NOTES LOCATION SIZE SET POINT NOTES POSITION (CFM) (IN) QN VOLT PHASE HZ (LB) MANUFACTURER MODEL BHP HP RPM 999EF5003 HVAC EXHAUST FAN ROOF DIRECT-DRIVE AXIAL UPBLAST 10800 1.5 1 5.31 7.5 1800 460 3 60 315 GREENHECK AX-72-190-0622-A75 MAKEUP AIR UNIT(999MAU5001) 1" 1,200 CFH @ 18"WG [1] 999EF4101 ODOR CONTROL FAN GROUND DIRECT-DRIVE CENTRIFUGAL UPBLAST 1870 10.9 1 7.04 10 1800 460 3 60 155 NEW YORK BLOWER FPB 28,CW UB ARR8 [1].[2],[3] DRYER BURNER(999BNR9103) 3/4" 400 CFH @ 3 PSI [1] ' SCHEDULE NOTES: SCHEDULE NOTES: 111 CONTRACTOR TO VERIFY SET PRESSURE IS WITHIN PERMISSIBLE RANGE FOR FINAL EQUIPMENT SELECTION 112]INVERTER-DUTYFR CONSTRUCTION ION [3]PROVISPRING OOR 13]PROVIDE ISOLATION AT FAN BASE PUMP SCHEDULE LEGEND ABBREVIATIONS ELECTRICAL BASIS OF DESIGN }I�}1 THD II (E) EXISTING MARK DESCRIPTION LOCATION FLUID GPM RPM HP NOTES NEW DUCT,DIMENSIONS AS SHOWN (FEET) VOLT PHASE HZ MANUFACTURER MODEL (N) NEW 999P8101 SUMP PUMP NO.1 LOWER BASEMENT SUMP WASTEWATER 181 30 1750 3 460 3 60 WEIL 2515 LINED DUCT 0 DIAMETER 999P8102 SUMP PUMP NO.2 LOWER BASEMENT SUMP WASTEWATER 181 30 1750 3 460 3 60 WEIL 2515 kJ BD BALANCING DAMPER BALANCING DAMPER GRAVITY RELIEF VENT CONTROL AND SEQUENCE OF OPERATIONS FOR 999MAU5001, SOD BOTTOM OF DUCT ROOF MOUNTED,SPUN ALUMINUM RELIEF VENTILATOR WITH 999EF5003 AND 999EF4101 INTEGRAL WEATHER HOOD,BIROSCREEN,CURB CAP AND RELIEF j// AREA OF DEMOLITON DAMPER.1,800 CFM RELIEF CAPACITY @ 0.04"WG TOTAL PRESSURE THIS SYSTEM CONSISTS OF AN AIR HANDLER AND EXHAUST BDD BACK DRAFT DAMPER DROP.GREENHECK MODEL GRSR-36 OR EQUAL. FAN.THE PRIMARY FUNCTION OF THIS SYSTEM IS TO PROVIDE CONTINUOUS VENTILATION TO THE BUILDING AT A CONSTANT / CFM CUBIC FEET PER MINUTE METAL DUCTWORK RATE. r` DUCT TRANSITION/REDUCER GALVANIZED STEEL FABRICATED,INSTALLED&SUPPORTED PER DG DIGESTER GAS SMACNA STANDARDS. SPACE HEATING SETPOINT:60 DEG F / RETURN/EXHAUST DUCT SECTION EA EXHAUST AIR FIBERGLASS DUCTWORK TIE-IN SUPPLY AIRFLOW SETPOINT:SUPPLY AIRFLOW SETPOINT MATERIALS TO MATCH EXISTING DUCTWORK EQUALS THE DESIGN AIRFLOW INDICATED ON THE MAU EQUIPMENT SCHEDULE. ` I.D. INSIDE DIMENSION WALL GRILLES X SUPPLY DUCT SECTION STEEL DOUBLE DEFLECTION,TITUS MODEL 300RL(SUPPLY),TITUS THE AIR HANDLER SHALL BE SERVED BY A DEDICATED NG NATURAL GAS MODEL 350RL(RETURN). VARIABLE FREQUENCY DRIVE(VFD).VFD SHALL BE FACTORY MOUNTED TO THE AIR HANDLER UNIT AND STIE-IN POINT WALL REGISTERS PROGRAMMED FOR A CONSTANT SUPPLY FAN SPEED BY THE OBD OPPOSED BLADE DAMPER STEEL DOUBLE DEFLECTION WITH OPPOSED-BLADE DAMPER,TITUS MANUFACTURER. MODEL 30ORL(SUPPLY),TITUS MODEL 350RL(RETURN). HEATING CONTROL:A HEATING ENABLE SIGNAL MUST BE 0 THERMOSTAT(WALL MOUNTED 5'AFF) POC POINT OF CONNECTION TEST&BALANCE PRESENT AND THE SUPPLY FAN MUST BE ENABLED BEFORE BALANCE SUPPLY&EXHAUST AIR-FLOWS TO VALUES SHOWN ON THE UNIT WILL ENABLE HEATING.THE HEATING WILL BE SA SUPPLY AIR DWGS. LOCKED OUT WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE THE HEATING INLET AIR SENSOR SET POINT.THE GAS TOD TOP OF DUCT GAS PIPING CONTROL AMPLIFIER LOCATED ON THE UNIT SHALL ABOVE GRADE:SCH 40 BL STL. MODULATE THE HEATING TO MAINTAIN THE ROOM WG WALL GRILLE BELOW GRADE:SOR 11 PE PIPE. TEMPERATURE SET POINT.A DISCHARGE TEMPERATURE VALVES:LINE SIZED,BRONZE PLUG VALVE RATED FOR NATURAL SENSOR LIMITS THE SUPPLY TEMPERATURE TO THE MINIMUM GAS SERVICE. (50 DEG F)AND MAXIMUM(100 DEG F)ON THE AMPLIFIER. WR WALL REGISTER DRAIN AND VENT PIPING ODOR CONTROL FAN AND HVAC EXHAUST FAN CONTROL:THE ISSUED FOR SCH 80 PVC. FANS SHALL RUN AT A CONSTANT SPEED TO PROVIDE THE VALVES:LINE SIZED,PVC BUTTERFLY OR BALL VALVE(HAYWARD EXHAUST AIRFLOW INDICATED ON THE FAN EQUIPMENT CONSTRUCTION TRUE UNION.NO EXCEPTIONS). SCHEDULE. Our difference is engineered. INSTRUMENT TUBING AIR SUPPLIED TO THE SPACE IS RELIEVED THROUGH A ROOF www ham STAINLESS STEEL WITH SWGRAVITY AGELOK FITTINGS. MOUNTED VENTILATOR sgmupmm cp.0,50 ROF€4,o Harris Group PROJECT NO:0051113.00 `` 920'4PE '` DIGITALLY SIGNED DEN: SNH gip_ DECEMBER 2019Q PROJ NAME: SHEET TITLE' SHEET, OF. QREGQN DURHAM AWWTF SRF MECHANICAL °.,r`4t 8 0 DON. CTW OM a. PAW, 03/16/20 �Q9fA 18 THIS BAR IS ONE INCH C1eanWaber Services DRILL DRYER AND HVAC SYSTEM UPGRADE - M—OO 1 LxPiREs,5/30/20 CHA, DTH DAD FIEF M-001.DWG WHEN DRAWING IS FULL Oar commi ,It is clear. VENTILATION UPGRADE SPECS, LEGEND& NOTES PLOP: SCALE. 0 04/15120 SNH GC* ISSUED FOR CONSTRUCTION EWv0, GDS SCALE. AS SHOWN oEscRPTroN 16060 SW BOTH AVE. TIGARD,OREGON 97224 IT,D 0: 6941 REV a DATE DEN APED PRO E NGR STAMP • GENERAL NOTES 1110 1. FOR DRAWING INDEX SEE SHEET G.001. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ABANDONED HANGERS AND SUPPORTS.CUT ALL ANCHORS FLUSH WITH SURFACE. KEYED NOTES © !�/ % 0REMOVE AND DISPOSE OF EXISTING MAKEUP AIR UNIT. .A i CONCRETE FOUNDATION TO REMAIN IN PLACE. /,''0/�/'// O ASRE SOCWTED D CPTWORK.REMOVE EX6T NGOEQUPML ENTN PADD. (( Io4%�Ar \ O REMOVE SECTION OF DUCTWORK ASREQURED FOR NEW \\ ODOR CONTROL FAN INSTALLATION. i' // O REMOVE AND DISPOSE OF EXISTING ROOF MOUNTED EXHAUST ,I,s,/I ---_ FAN. /r��I 'T-- - -- -- -- - ------------ O REMOVE EXISTING HVAC DUCTWORK FOR REPLACEMENT. — _ O REMOVE AND DISPOSE OF LARGE DIAMETER FRP DUCT AND SUPPORT STANDS.LEAVE EXISTING 18"FRP DUCT FROM --r--T INFLUENT MANHOLE IN PLACE TO FIRST FLANGE CONNECTION. l 0 REMOVE AND DISPOSE OF EXISTING 12'SPIRAL WOUND ODOR ' / CONTROL DUCT. `\ ._ __._r ....... ..__.__.. J 0REMOVE AND DISPOSE OF EXISTING GAS RISER LOCATED NEAR CONTROL ROOM J _. MAU.REMOVE TAP AND REPAIR EXISTING 2'GAS LINE. 421 `' U 11 LEGEND ---- ....... . �itii�__AL_____,-_-_-___ _--a� 77)INDICATES AREA OF DEMOLITION fi • I � T_, , Air **4** 1 } ''''N\\\\ /1„/ (sr, "-.. N.\\ , ' i I (E)MONOR1 IV._._...— .._..r- - /\ 4 ... l REACTOR 1 / s /\ J REACTOR \` / \ O / J4 i / 3N /\ 3 \ // / © _J O .-- ] ./ 0 rogrolor dry�� rei� 0 1 Jar arm ISSUED FOR -0' CONSTRUCTION FLOOR EL.139 HVAC DEMO PLAN I Ourdlffcrcncc is engineered. SCALE 1/4"=1.0' www.harrisgroup.oam 45_0 PROFFS,S Harris GrauII PROJECT NO:0051110.04 x'` 9�2014 92014PE /�y1 r DIGITALLY SIGNED EARN: SNH III',c DECEMBER 2019 PROD NAME. SHEET TITLE SHEET: OF. pwcr: OREGON SATPMEMMENE DURHAM AWWTF SRF MECHANICAL gAy� ,po OSN'. CTW DWGE: PLOT. 03/16/20 'ST lc THIS BAR IS ONE INCH C]eanWater Services PRILL DRYER AND HVAC DEMO PLAN M-002D c40,Roy, „K: DTH CADFeea:M-002-D.DWG WHEN DRAWING IS FULL Our commitment i,clear. VENTILATION UPGRADE UPPER STRUVITE PROCESS LEVEL PLC* LXNRES:6/30/20 SCALE. D 04/15/20 SNH GDS ISSUED FOR CONSTRUCTION Appo, GDS SCALE', AS SHOWN DESLRPTKNJ 160605W 66TH AVE. TIGARO.OREGON 97224 cws 6941 REVC DATE DRN APFO PROJ C: CNOR STAMV'. GENERAL NOTES 1. FOR DRAWING INDEX SEE SHEET G-001. 2. ALL DUCTING TO BE FIELD ROUTED AND SUPPORTED. 3. CONTRACTOR TO BALANCE ODOR CONTROL AND HVAC DAMPERS TO AIRFLOWS INDICATED ON DRAWING. V. KEYED NOTES -REPLACE(E)FOUL AR O NOT USED. DUCT W/(N)18'0 FRP DUCT FROM INFLUENT MANHOLE 1.uocFM LEGEND NOT USED. 1 i DAMBPENERING iT FRP DU I DUCT F-'- -_____ -_____ �.. ._. _.. I (N)12'X18"FRP T I� (N)THERMOSTAT AND 111 REDUCELR PANELN (N)HATCH ROOF ACCESS il ------- - --• ON ROOF LEVEL AIL-- L- / \ (N)18'FRP CONNECTOR LE CONTROL I MAU CONTROL 77" fG ROOM 1--._._ , I. __ [SEES\ DUCT Li�� (��1 0 " f It i - TT� (N)12"X18'FRP 998EF4101 'FOR WALL PEfETRATION V1 I L--f_I REDUCER " (N)ODOR CONTROL FAN (E)18'0 ODOR SEE ----'-- T (DI TO FRP �` �_ � _- _ _ ___ -��.oucr _ rim CONTROL DUCT - ® -- --- I (N)SPRING - 5-30 (S�) ,/� � � ISOLATION BASE .ice lia TIE IN TO E ODOR _ / vlF + (NJ 12"FLEXIBLE - ® CONTROL DUCT-DAMPENER (E) Ll,', CONNECTOR ll III SEE SS301MENT PAD t M.D03. !of .. .\ •�. (EJ BALANCING -- MA03 (N) •PVC DRAIN DAMPENER +,/ ';' fir/ (E)BALANCING VALVE — 'f� ` le. DAMPENER / -- (E)18'0 ODOR 999EF4101 i-a^ NPIII ' CONTROL DUCT __ / u � TE IN TO E)ODOR (N)ODOR CONTROL / CONTROL DUCT DETAILS C30RA E SECTION A _ t ( FAN,FOR AN G O (E)MONORAIL - % /240 GFM -— �y��-�' /j i _,_ o CFM, 1� EE $� SCALE3I6'=1'.0" _ ��� i G A_ �/ 7 /T/ 8T MO ,._ _ / RIP __----EXHAUST FAN -- - /\ a /A. \ _ --_ REACTOR 3_- Ii (N)EQUIPMENT PAD L -REACTOR 1 - REACTOR 2 /\ f j 4'4" SEE 5-301 999EF5003 O 290 CFM , 1 -� r (N)ROOF MOUNTED . 1 1 J O U 10.800 CFM __ F .u_, aRl3 -_� >✓,i ���1 - - I // (N)ROOF MOUNTED LOCATE % 1 gfa 4101111111 � J (N)P GAS SUPPLY /RELIEF VENT.FIELD LOCATE ON_ '.� TIE IN TO(E / PRE TO MAV /,- t f / /REMOVABLE ROOF SECTION- . r ODOR OONTROL +(/ / _._._..._.L. I \.�__ �-'r '�'�� / SEE �� l (N)28'%36"ILINED)� DUCT ---- �� _ • (N)42"XIB"WR3550CFM S`I� OSA xN (TYP OF 2) - a d • I - S �7 � w (E)SOX48 RA (N)30'%30"UP&DOWN o BOD V-8"AFF f I I / .) ( IL- '� I I II i ' 1 CI f FLEXIBLE CONNECTION 1� �, II .L.- ( BOD 13'SO AFF L �._ .__.. -1 1 W/UV SHIELD NE a - __I ( I I S j I T -" J FOR WALL PENETRATION NATURAL GAS DETAIL SEE a 999MAU5001 WA" \ 1 `� CONNECTION (N)MAKE UP AIR UNIT.13.300 5501 CFM,750 MBH BURNER CAPACITY `� FOR ANCHORAGE DETAIL SEE(---) /S300, FLOOR EL.130'-0" (E)18'O ODOR CONTROL �/ HVAC UPGRADE PLAN DUCT TO BEFILTER SCALE 1/4"=1'-0" ISSUED FOR CONSTRUCTION Our difference 1 is engineered. www.harrisgroup 806 \top PROFFS,r �,S *G INF£� > IISIR.Group PROJECT NO:0051/13.06 'W 92014PE "'"- DIGITALLY SIGNED PROD NAME: SHEET TITLE: SHEET'. OF'. OWGs: OREGON °RN: sNH _ DECEMBER2019 moomom DURHAM AWWTF SRF MECHANICAL `k, 0 VLOi 03/16/20 KN'MO/ °5N CTVY DING k' THIS BAR IS ONE INCH PRILL DRYER AND HVAC UPGRADE PLAN °ATE: WHEN DRAWING IS FULL CleanWmmit Services VENTILATION UPGRADE UPPER STRUVITE PROCESS LEVEL V ' '- - MIRES:6/30/20 CHrc- DTH CAD FLEt M-002.DWG Our commitment Is elev. PLC SCALE. 0 04/15/20 SNH GDS ISSUED FOR CONSTRUCTION APPO: GDS SCALE AS SHOWN REV I: DATE URN SPAT DESCRPTION 16060 SW 85TH AVE. TIGARD,OREGON 97224 ra p6041 Hc,u..,.M. GENERAL NOTES 1_ FOR DRAWING INDEX SEE SHEET G-001. 2. FOR PLAN VIEW SEE SHEET MAD2_ 999•OF•5003 3. CONTRACTOR TO BALANCE HVAC DAMPERS TO AIRFLOWS II. (N)EXHAUST FAN INDICATED ON DRAWING. (N)GRAVITY RELIEF VENT 10,800 CFM (N)ROOF PENETRATION 1.800 CFM FOR SUPPORT,ANCHORAGE AND CURB SEE^ AND CURB MODIFICATION / 1 (E)ROOFII DETAILSEEC) KEYED NOTES PENETRATION `� i O1 CONTRACTOR TO RELOCATE(E)PIPING FOR DUCT EXTENSION: 4"SCH BO PVC NPW LGII (N)30"X30" 2"SCH 80 PVC NPW .,_,-... {' I'SCH 80 PVC MGCL2 J—` 1 V 11 (N)30'X30"SA UP I 1'SCH 80 PVC MOW (N)36"X30"SA (N)28"X36'SA FROM MAKE UP AIR UNIT ( CES WR (2 PLAlACES) 2,30D CFM EACH (N)30"X30"9A DOWN , PROSES LEVEL nM' UPPER O f PROCESS LEVEL r"+ PROCESS LEVEL r 7 ___._. EL 130'A' EL.130'0" i IL r T I r ( '- -- H 2"SCH 80 PVC NPW— '�F (E)BLANKED OFF \�'� J(E)BLANKED OFF ,. REPLACE(E)18X12 WR ;(E)30"X30'SA �a e I WITH(N)24X29 WR I (E)48"X30'EA ! I-- (2 PLACES) ' { II `n.. 1,550 CFM EACH a IIe z IL 4'SCH 80 PVC NPW�I-" p 0 1 TIE-IN TO(E)DUCT,COORDINATE 1— (E)30"X36"WG f BOO EL.11B-4" r REMOVAL OF(E)PIPING BELOW ++ - MOO CFM / . DUCT WITH OWNER L—Ii'1 (E)DAMPER CONTROL A. 0 FOR FLOOR (E)OBD r. PENETRATION AND �J (E)DAMPER a CURB DETAILS CONTROL a 1 I = LOWER STRUVITE x, LOWER STRUVITE 5301 ��I a�..ve PROCESS LEVEL •'�'- Lms �� PROCESS LEVEL `� i. EL.10B'-0" __..__ ___ _ _ _.. "y. ' wC 1 1 .. 1 / (E)BLANKED OFF I I— ,&- OI, (N)24'0 SA '° Y ROUND DUCT. , .* 4 - 11 EXISTING PIPING TO BE RELOCATED I (N)(2)12"X98' (E)36"x30"EA 1,550 CFM EACH REPLACE(E)30-X36'WG / ... WITH(N)30"X36"WR N 3,100 CFM LOWER -. LOWER BASEMENT BASEMENT LEVEL __ LEVEL I ___ EL.B6'-10' _ I EL.88'-10" CUT(E)DUCT �� S TO12"AFF SECTION A SECTION SCALE 3I16"=TA' M•002 SCALE3l16"=1'-0" M-002 ISSUED FOR CONSTRUCTION Our 061erence Is engineered_ www.harr:sgroup.corn `AEC PROFff,S 4S TLGI Nff /o Harris Group W� E PROJECT NO',0051110 09 ¢ 92014PE DIGITALLY SIGNED DEN: SNH °°ATEf18: PROJ NAME: SHEET TITLEDECEMBER 2019OREGON AWWTF SRF MECHANICAL SHEET: O <3 ,e : cv:v n:F osN: CT1N DWG S: ni°e 03/16/20 �3J'"W M'� THIS BAR IS ONE INCH geartW r Services PRILL DRYER AND HVAC SECTIONS - M-003 NeTOO EAK DTH CAD FLEB.M-003.DWG WHEN DRAWING IS.FULL VENTILATION UPGRADE PEER: IXFlRES: 6/30/20 SCALE. Our commitment I.clear. _ 0 oaisn0 SNH DOS ISSUED FOR CONSTRUCTION APED. GDS SCALE AS SHOWN DESCRNTroN 160605W BSTH AVE. TIGARD,OREGON 97229 gj 6941 REV# DATE DEN APPD PROJ0. ENGR STAMP' GENERAL NOTES 0 1. FOR DRAWING INDEX SEE SHEE I G-9U1. KEYED NOTES 0 REMOVE AND DISPOSE OF EXISTING AIR HEATER SKID,FAN AND ELECTRICAL PANEL.REMOVE ALL ABANDONED CONDUIT AND CONDUCTORS. OREMOVE AND DISPOSE OF EXISTING 8"DUCTS FROM AIR HEATER TO DRYER UNIT. OREMOVE EXISTING CYCLONE DUST COLLECTOR ASSEMBLY AND SALVAGE TO OWNER. 1\ 0REMOVE AND DISPOSE OF EXISTING B"DUCT FROM DRYER TO \\\ 0 CYCLONE / . O5 REMOVE EXISTING 24"SWECO SCREEN AND SALVAGE TO ! OWNER.EXISTING SCREEN SUPPORT TABLE TO BE MODIFIED i.. AND RAISED FOR NEW DRYER PRIOR TO INSTALLING _ _ __- ___- REPLACEMENT SCREEN. O' i ;`=,� CYCLONE - - - O6 REMOVE AND DISPOSE OF EXISTING DRYER,EXHAUST PLENUM //////.I ���� / �, ASSEMBLY __ AND ASSOCIATED SUPPORT STEEL RETAIN DISCHARGE PAN AT 0 `-/ ��O�COKO(e�,1 DRYER OUTLET FOR REUSE G ��� '�,'' i \\ / O CLASSIFYING SCREEN AND BAGGING SYSTEM TO REMAIN IN r- --__._.- �' �0���_- —L — LACE P �..� CONTROL IIII 0 REPAIR CONCRETE WALL AT REMOVED DUCT WITH FIVE STAR ROOM �//� i ( '\ STRUCTURAL CONCRETE ROUGHEN INSIDE OF HOLE TO ' - f - I- /// Y."SURFACE AMPLITUDE BYSCARFYING OR NEEDLE ®�� - I Y SCALING.PRE-SOAK SOAOCO LOOSEECONCRETE E S RF AN SURFACES REPS / III I AND PRE-SOAK CONCRETE TO PREPARE SURFACE FOR REPAIR MATE AWL.SEC URELY ATTACH NON-ABSORBING WATER-TIGHT III O -- FORMWORK TO EAC.PR VIDE SLOT AT OFSU OFFOBM AT ONE SIDE RELEASE AGENT.PROVIDE SLOT AT TOP OF FORM AT ONE SIDE / i OF WALL FOR HEADBOX.POUR FLOWABLE STRUCTURAL / I CONCRETE REPAIR MATERIAL INTO FORMS.VIBRATE LIGHTLY I TO REMOVE AIR BUBBLES AND VOIDS.REMOVE FORMWORK ON / I III/ ----� I"--- HEADBOX SIDE WHEN MATERIAL BEGINS TO STIFFEN AND CUT / GROUT AT HEADBOX FLUSH WITH WALL SURFACE.PATCH ANY - 41.1 - - —1 BUG HOLES,VOIDS AND GRIND SMOOTH ANY SURFACE FINS. LJ — 1 4''/ J L- O9 REMOVE AND DISPOSE OF EXISTING POTABLE WATER LINE. Ii/ 0 CAP EXISTING POTABLE WATER LINE AT FLOOR. 11 I \v ; �(E)MONORAIL 74:1-4-; B I { / � III < / LEGEND t T7)INDDATES AREA OFOEMOLHION _ _ _ � /A 1 REACTOR I O /A I REACTOR /A � /A REACTOR3 I / (C;' 1 — fd8"ODRYER DUCT = f T.��._. ._ -_-____. _ -. it" �— r� ._._ .... _ _.-. ._. ..___ .._..._ TO C CLONE DRYER ��i '' _- � ' 10. Q =• 1112 STR ( I t �� U ��/'� HEATER /' � �.�I"/I �� I� ` . I [ I AIR SUPPLY FAN 4 AI,' .. r 1�II ii j PANEL BAGGING SYSTEMI �L EA—\ (BELOW) t• ` rI -..n L / �� ?f /lllii���ror�/r '.1.._STRUVITE SCREEN I I /A % KII��nil j -In a�� 1 al CLASSIFYING SCREEN t{ri.lrg:" %f ,.: Ar Aral.144'� S/s_.., _.. AF ' ,kri Aro.. B-O DRYER DUCT 0 8"1.21 DRYER DUCT INSULATED INSULATED ISSUED FOR CONSTRUCTION FLOOR EL.13Y-0" Our difference SCALE'L1/A4'N7 D Is engineered. EO PROF wwwranisgmup corn 4,F £,p ��Z�oNG I N££,P s/o Harris Group PROJECT NO'.0051113 04 2 92014PE yir DIGITALLY SIGNED PROD NAME: SHEET TITLE'. SHEET'. OF: OWG M1'. DEN. SNH DATE. DECEMBER 2019 OREGON DURHAM AWWTF SRF MECHANICAL (IP+ o DEN: Crw swos, THIS BAR IS ONE INCH CleanWakeLc JG1vn._^eS M-Q�Q'�PRILLDRYERAND DRYER EQUIPMENT DEMO E: 03/16120 Nei, WHEN DRAWING IS FULL PLC a: „K: DTH CAD FLE N:M-ooa D.Dwc Our commitment is clear. VENTILATION UPGRADE UPPER STRUVITE PROCESS LEVEL EXPIRES: 6/30/20 SCALE. D 04/15/20 SNH GDS ISSUED FOR CONSTRUCTION ARM: GDS SEALE'. AS SHOWN nFSCRPTON 16050 SW SSTH AYE. T GARD,ORFGON S]224 CWS REV it DATE DR„ APPO PRQI y: 6941 ENCF STAMP: 1011 GENERAL NOTES 1. FOR DRAWING INDEX SEE SHEET G-001. 2. DRYER AIR DUCTING SHALL BE SPIRAL WOUND GALVANIZED STEEL,MINIMUM SiB"WG PRESSURE RATING.INSULATE DUCTS GAS PRESSURE 3/4"LOCKING FROM BURNER SKID TO DRYER WITH 1"THICK FIBERGLASS REGULATOR- VALVE INSULATION WI ALUMINUM SKIN. 3 PSI @ 400 CFH (E)CONCRETE FIELD ROUTE 3/4"PIPE TO PAD N. 3. CONTRACTOR TO DEMOLISH EXISTING NATURAL GAS RISER. SEISMIC SHUTOFF DRYER BURNER- N, FIELD LOCATE NEW RISER CONNECTION FROM EXISTING 2" VALVE-PACIFIC 400 CFH GAS FLOW (E)SHED UNDERGROUND I ILADER. MODEL 311 OR v: (E)FOUL EQUAL fj. 3 AIR DUCT I 4. CONTRACTOR TO VERIFY GAS REGULATOR SET PRESSURE IS �U 1 WITHIN Y-STRAINER Z 3/4"TEST VALVE °G - rl\\ OF DRYER BURNER LANR MAKEUUPAR UNIT. SELECTION \\\ -ale- -- EXHAUST FAN 1'LOCKING W/PLUG(TYP) \ _, 5. DRYER,BURNER SKID.CYCLONE AND VALVE(TYP) J. (� --- j SEE DRAWING 5-300 FOR o w 6'•10" 6'-10" _ FAN ANCHORAGE DETAILS. 'g Z FIELD ROUTE 1"PIPE TO m INLET!. CYCLON O INSTALL DISCHARGE 3/4"TEST VALVE MAKEUP AIR UNIT - _..!_ _ 5,�" DUCT1 ' ELBOW ORIENTED --- -'- KEYED NOTES W/PLUG(TYP) 1,200 CFI?GAS FLOW - TOWARDS BUILDING __ P. GAS PRESSURE _._ _...._._ ._, _ ._......_... _.___._ ": - - . _, . I IN ET - EXTERIOR 0 CONTRACTOR TO INSTALL OWNER FURNISHED EQUIPMENT. REGULATOR- SWAMI 18"WG@12000FH 0 ' iMI�H®1 �' _- w (N)T'RISER,SEE NOTE 1 CONTROL [ r ROOM 999EF91'4 XH - LEGEND r- - ------ - - (N)DRYER EXHAUST 999CYC9113 I ,0"BUST DUE FAN,FOR ANCHORAGE �`/^/ O i EXHAUST DUCT DETAIL SEE^ k NOT USED. //I LWE-HONEYWELL / FOR SEE ANCHORAGE DETAIL , .,--_-_ ._ _ IS�oI - (F)2'GAS PIPE) pERMASERT TEE .cam' 3 TIE-IN TO EXISTING GAS _/NOTES: "' B`i -' __ _ I ' US2B� L_- US2B ii I WALL PENETRATION US28 1.INSTALL ANODELESS,PRE-BENT,SINGLE-SEAL GAS RISER ( j SEE 2 xFMR Mcc ----- WHERE PIPING TRANSITIONS FROM BELOW GRADE TO ABOVE GRADE.1"IPS MDPE INLET X 1"MPT STEEL OUTLET WITH PE 1 --- s`� MCPB PIGTAIL.FUSION BONDED EPDXY COATING.HONEYWELL ELSTER 12"B DRYER DUCT OVER „- - _ — TRANSITION FITTINGAS CONNEL CT ONTICS GF ANODELESS RISER L EXISTING MONORAIL HOIST J4- _- - 1 OR EQUAL {T 1— I I. I DETAIL T 1 / - I I ri d '' J ` 1 (E)MONOPA0. T ( / " _ sue' 11s .... illP 898CYC9113 f \ f! \\ / _ �,-- `. - _ •I ,`1........ N DUST COLLECTION !\ I I' i REACTOR 2 OS: 2- -... - -� S_... 1 I -..c'T t r � rt CYCLONE REACTOR 1 /A /A I' / REACTOR 3 e O O PATIO CE0.NG T-0" ! 1 \\ ` ,E1416. EEG.. EXHAUST CYCLONE 1 /� EXHAUST DUCT /// 72'B DRYER DUCT / - TO CYCLONE 999BNR9103 �- r (E)NAGGING ' ,II I7 " •_ g99AD9106IW 99BFT9106/W D BURNER"' `r,', _ , T ( (BELOW) E)C ASSFYNG Jl L AND FLOW ME ` E)REACTOR 3 L 4 om _ SCREEN _ CONTROL DAMPERS ,y, ) _ _�� IN)DEWATERING�REEN 1 METERS IN SHIPS LADDER --- I u1 (N)ELBOW,ORIENT TO -_ 26 ICI [ =„ ETION INO DUCT 3/4•GAS ! 1 �. 0,_�I I-- O _ .. CONNECTION ._... _,.._. . — ww F�I� VERTICAL SE ` y_ I \ �DISCHARGEOVER TOP o -- - ��.11l,•II7D"l -', '-. ' 11/2"BSTR \�`� I^� �J.1' •■!I 1 OF SHED / `Li m ��01Ytl�Mrl UI �� ��. -- 3/4"GAS UPPLY rc IN)VIBRATING RAFOR ANCHORAGE ® ��• _•—�__��---�� O -AEU - (INSULATED) - SO BURNEIRE '9 to It / o f MUFFLER ro Eom DRYER. 1 y� —, DRYER DUCT ,, � �(N)BVRNER SKIT ---� III in v m MUFFLER 1 I G 13 I DETAIL SEE 3 --" L ggeF9102 - �,:4 ----__ FOR ANCHORAGE DRYER SUPPLY - 1 NATURAL GAS 4" S•300 FAN O CONNECTION 2‘- (N)10"B FLOOR DRAW MOUNT DUCTS TO WALL DETAIL SEE I 999EF9119 T `� SEE^ BOO 16'-0"AFF(UPPER DUCT) 3 (N)DRYER FLEXBLE DUCT FLOOR M-005 SOD 15'-D"AFF(LOWER DUCT) S`� CONNECTOR(TYP) y p EXHAUST FAN DRAIN `/ 12'-0" 1 p-2^ DRLL HOLE IN - 14'-D" (REF) EXTERIDRWALL FOR GAS PIPE 1 11•.6" n DRYER ., DRYER BASE FL. BASE EL. DUCTS EM-DD2OL DUCT SEE M-DD2 SECTION AO ISSUED FOR 6"(NOMINAL HEIGHT) CONSTRUCTION SCALE:318'=T-0' 6OUSEKNAL W G PAD TO EXTEND 8"BEYOND EQUIPMENT BASE FLOOR EL.130'a" Du/Ei!/erence ALL SIDES.SEE/1 DRYER SYSTEM UPGRADE PLAN is engineered !\� SCALE:1/4"=P-0" www.harrisgroup.com S�F"AEG FRO//F`Ti HarrisGrauf PROJECT NO:005111304 QW�\ �� f' O�f 92014PE DIGITALLY SIGNED URN' SNH MG DECEMBER2019 PROJ NAME: SHEETTELE SHEET. OF: DAG a. OREGON DURHAM AWWTF SRF MECHANICAL h DATE. PLOT 03/16/20 4 µ'D''s' EON: CTW Dwcx. THIS BAR IS ONE INCH Ct SN_ PRILL DRYER AND DRYER SYSTEM UPGRADE PLAN °ATE: '` v WHEN DRAWING IS FULL vie OuW�r `�1 V 1Ces M-004 DHK: DTH CAD FLE 4.M-004.DWG Our commitment l[clear. VENTILATION UPGRADE UPPER STRUVITE PROCESS LEVEL PLC4i EXPIRES:6/30/20 SCALE. 0 04/15/20 SNH DOS ISSUED FOR CONSTRUCTION APED: ODS SCALE: AS SHOWN 16060 SW 85TH AVE. TIGARD.OREGON 93224 ROJ k. REYC DATE DEN APED DESCRPTpN 6941 EVGR STAMP. • (N)10-REMOVABLE _ _- I ____ STAINLESS STEEL imiiiimii MEN - - �� 1 NIT SLOPE:i741N/FT 111111:ir CORE DRILL 5"0 HOLE FOR PIPE. \ I (N)4"PVC SEAL AIR TIGHT WI BACKER ROD AND `-CORE DRILL 5 0 HOLE FOR PPE. DRAIN PIPE ' i I . PLAN POLYURETHANE SEALANT,BOTH SEAL AIR TIGHT W/BACKER ROD AND I SIDES:SIKAFLEX 1A POLYURETHANE SEALANT,BOTH - - { _ SIDES:SIKAFLEX IA • j CORE DRILL 3"DEEP FILL WITH J 1 % (N)10"ROUND INFLUENT L REMOVABLE PIPE 1'2" .{ GROUT&SLOPE TO DRAIN MANHOLE = I I GRATE 1 1/4"x1"PL.GROUT RING SEAL WELD ON SIDE OF GROUT RING (E)DRAIN PIPING r TOP OF(E)CONCRETE EXPOSED TO SEALING ______-__-.__.._....._...._....__.__..EL •:� TOP OF DRAIN REQUIREMENT O 0 € MODIFY AND RE-CONNECT 1.5"SCH 80 PVC HARVEST LEG w 114 01/2"EL.RING -. - - - - - - - - "'-' - - - - - -TO NEW STRUVITE SCREEN, W INSIDE (N)10'0 PIPE,SCH 10S WET PR WELD TO ' FEED SUPPORT AS REQUIRED CORE DRILL it'O HOLE _.._......_... ._ I ¢ OF PPE FOR PIPE •i ( 999SCR9101 - RE)DUCER. (N)4"H,SS oI REPLACE(E)STRUV(TE SCH.105 PLATE FLANGE I 1 SCREEN WI(N)SS.SWECO /r,i D ZS24540 SCREEN (N)4"0 PVC REMOVE(E)PIPE _ //''�� FURNISHEDIBY OWNER DRAIN PIPE SECTK)N BLANK OFF I „sof CONNECTION WITH BLIND FLANGE �� t� rW/B/F PVC PIPE �� / WI B/F VALVE '� N NOTE: r Pd7IMIII1 1Lf ALL FLOOR DRAN MATERIAL SHALL (N)4"PVC 1 1 4 45°WYE 0 I` BE TYPE 304E STAINLESS STEEL. I I 0 (N)4'PVC ._a DRAIN PIPE i J._ -5-_____ 4111, 1 I I FLOOR BRAN jil 1, W.t..W",aa..a"m,......,: \ II HA.- 1i iIII DETAIL 1 UPPER AND LOWER STRUVITE PROCESS LEVELS (N)4"PVC SCALE1'=1'-0" M-004 DRAIN PIPE (N)FLOOR DRAIN DRAIN PIPING PLAN SEE DETAIL° SCALE:3/11'=1-0- GENERAL NOTES 1. FOR DRAWING INDEX SEE SHEET G-001. DRYER EXHAUST DUCT TO CYCLONE 2. ALL PIPING TO BE FIELD ROUTED AND SUPPORTED. 3. III '`�Cl �� ELBOWS FOR USE 45 DEG. FOR ALL DIRECTIONAL CHANGES li �. 999SCR9101 II i-_ (N)STRUVITE riiiil TIE-IN(N)4"PVC VENT PIPE 999SCR9101 _ __ _ - SCREEN CIW FLEXIBLE •I DRAIN CONNECTORS �� TO DRYER EXAUST DUCT (N)STRUVITE SCREEN ■ _ CAN FLEXBLE DRAIN �l i - NOTE:CONTRACTOR TO � CONNECTORS 11 I'; - - RAISE EXISTING SUPPORT ilin _I TABLE BY 1'4'TO GRAVITY (N)4'PVC I,I fir DRAIN TO NEW DRYER ■ BUTTERFLY 1 III (11I•-.. (N14"PVC DRAIN FROM pp -. VALVE UPPER STRUVITE �- DEWATERING SCREEN L. PROCESS LEVEL III "T-- 1 ! (N)4 x4"x314" -1 (N)4'PVC REDUCING TEE (N)4'PVC VENT PIPE _ - EL 130'-0' WI 3/4 NPT PLUG DRAINPIPE (N)4"PVC (TYPE 2 PLACES) 1f FLANGE(TYP) ___ f ( ROUTE(N)4'PVC (N)FLOOR DRAIN I (N)4"PVC VENT DRAIN PIPE SLOPE 1141WFT 'k�,llI SEE DETAIL E (N)4'PVC UNION PIPE gN�4'PVC THROUGH(E)FLOOR 11, I I PENETRATION I LOWER STRWNE \-FIELD ROUTE I _... ,J (2)4"PVC WYE - �_� EL.130'-D" J.--Y _ E . PROCESS LEVEL 4'PVC PIPE TO (2)P-TRAPS ___- W/BLIND FLANGE -.P WET WELL SLLL)1)?"' =AI I �l [ I SECTION ° SECTION SECTION 0ISSUED FOR SCALE:5/8.41LO" SCALE:V2"=1LO" v'>I E1/2"=1'-0" CONSTRUCTION Our difference 1 Is engineered. www.harrisgroup.com BRED PRO% .S, 14,G INf£ `Sin Harris Group PROJECT NO:D05111304 `X 92014PE DIGITALLY SIGNED PROS NAME: SHEET TIRE: SHEET: OF: OWE N: DRN: SNH �nre. DECEMBER 2019 OREGON DURHAM AWWTF SRF MECHANICAL * �o PIOr 03(16/20 -3T•%1W ESN: cTw Owcx: THIS BAR IS ONE INCH PRILL DRYER AND DRYER SYSTEM DRAIN PIPING °"'� WHEN DRAWING IS FULL Clean ommi Services VENTILATION UPGRADE PLAN AND SECTIONS ��«� M-005 IXPIRES:6/30/20 PAP DTH CAD FIX R.M-005.DWG Our commitment is clear. SCALE. 0 54/15/2D SNH GDS ISSUED FOR CONSTRUCTION C/'o 6941 EAGR STAMP: AFRO. GDS scare AS SHOWN REVa UATE ERN i AHED DESORPTION 16D60 SW 85TH AVE. TIGARD,OREGON 9T224 PROD M: 10 GENERAL NOTES 1. FOR DRAWING INDEX SEE SHEET G-001. KEYED NOTES 0 REMOVE AND DISPOSE OF EXISTING CABLE TRAY. DISCONNECT AND SUPPORT VERTICAL PORTION OF CABLE TRAY REMAINING THAT EXTENDS ABOVE TO LOWER LEVEL. OREMOVE AND DISPOSE OF EXISTING 3"PVC DRAW]PIPING. LEAVE EXISTING FLOOR DRAINS IN PLACE. OREMOVE AND DISPOSE OF EXISTING SUMP PUMP AND SUMP GRATING.LEAVE EXISTING DISCHARGE PIPING IN PLACE. __ LEGEND V 7 4 INDICATES AREA OF DEMOLITION I I / I I II 1 /XyJ/, Il ID ' it i I // - •---- Dr-----._ _,F sr"/� a —sn ' r I 1 �-- 1 FLOOR EL.86'-10" DEMO PLAN ISSUED FOR SCALE: 114"=1'•0" CONSTRUCTION Our difference Is engineered. www.harrisgroupcorn f.0.00 PROFES 5l EHG I NEEq Sao Harris Group PROJECT NO.0051113.06 �� 92014PE r DIGITALLY SIGNED WtWNAML: SHEET TITLE: SHEET'. OF: DWG k'. �p"OREGONP DEN: SNH DECEMBER 2019 �'_%;01 A� °^E: DURHAM AWWTF SRF MECHANICAL �,q{p u PLOT 03M 6/2D ESN: CW DWGk THIS BAR IS ONE INCH PRILL DRYER AND LOWER BASEMENT LEVEL DATE' CMS:6/30/20 PIK: DTH CAOFEEEM-006-O.DWG WHEN DRAWING IS FULL C1eanV� eoti.cIwlces VENTILATION UPGRADE DEMO PLAN M-006D SCALE. PLC 0 09/15/20 SNH GDS ISSUED FOR CONST RUCTION APPD. GDS SCALE AS SHOWN DL•;C'UP1rory 16060 SW 85TH AVE. TIGARO,OREGON 97224 cws REYA DATE DEN APPO raW F:6941 FAGS STAMP L_ • (N)3-UNION (E)3'PVC PIPE GENERAL NOTES FLOOR OF LOWER (TYP,2 PLACES) CONNECT TO WET PIT (E)3"0 FLOOR DRAIN STRUVRE PROCESS TO(E)PIPE 1. FOR DRAWING INDEX SEE SHEET G-001. LEVEL (N)3"PVC BALL VALVE (E)N' W/ ( 3"2 PLACES) BLIND" FLANGE NGE 2. PROVIDE(3)WASHDOWN STATIONS WITH 1.5"HOSE CONNECTIONS AT LOWER BASEMENT LEVEL FROM(E) EL.108'-0" (N)3"PVC CHECK VALVE II t 1 II NON.POTABLE WATER LINE. (TYP,2 PLACES) (N)LEVEL FLOAT 3. ALL DRAIN PIPING SHALL BE SCH.80 PVC.USE 45 DEG. "n. • SWITCH ASSEMBLY ELBOWS FOR ALL DIRECTIONAL CHANGES. 1'-1 518" - . (9)14/2"X3/16"FLAT BAR ti O GRATING I. ALL PIPING TO BE FIELD ROUTED AND SUPPORTED. (TYP,2 PLACES)6" (EQUAL SPACED) (E)SUMP (TYP,2 PLACES)� • -T� 5. CONTRACTOR FLOOR WALLS OF N LOW O BASEMEE NT WASH II H II < c EL.106'A' FLOOR AND WALLS OF LOWER BASEMENT LEVEL. (3)1.112"X3/16"FLAT BAR H II II a1 (N)3"x4" (EQUAL SPACED) ---___4_ _ I N REDUCER H II H r (N)3'PVC PIPE KEYED NOTES _—H H II tl (N)PLATE FLANGE MNIll (TYP) II H II CONNECTION REPLACE(E)SUMP GRATING WRH(N)FIBERG A55 GRATING. I II II II I u II II II 17 4 II II III N)4"PVC I� sssPR161,sssPelBz LEGEND � 1'-0 5/8" DRAIN PIPE (N)SUBMERSIBLE NOT USED_ I' I SUMP PUMPS DUPLEX SUMP PUMPS SECTION O DETAIL O L1-1/2"X1-1/2"X3/1f/e SCALE:12-=1'A" SCALE:NTS (TYP,2 PLACES) / 1-1/2"X3/16"FLAT BAR_ // § NOTE FLOOR GRATE SHALL BE WELDED ALUMINUM CONSTRUCTION. T3/4 FLOOR GRATE 4"0 REMOVABLE CORE DRILL 3'DEEP PLUG W/RECESSEDFILL DETAIL Z HANDLE WITH GROUT SQALE3=LD a EL 108'-0' r•1 1/ELD GROUT RING GROUT AL wM.5,I WELD ON SIDE OF GROUT RING foil EXPOSEDTOSEALNG 1/4'x1/2"PL.RING REQUIREMENT I WELD TO INSIDE j 999P8101,999P8102 '.. OF PIPE (E)8'X 15"FLOOR OPENING (N)DUPLEX SUMP PUMPS PROVIDE(N)4"DRAIN TO SEE DETAILO EXTENDOVEDRAIN PIPE TO 12' , ABOVE TRENCH.TRIM END 4"0 PIPE,SCH 105 1'3" TRENCH(TYP 6 PLACES) OF PIPE TO 45 DEG ANGLE (N)FLOOR GRATE FLOOR OF LOWER CORE DRILL 5'0 HOLE SEED (REF) STRUVRE PROCESS (TYP 3 PLACES) G1 FOR PIPE LEVEL }I EL.108'-0' --_.___ ................ ..._..._....... ICI — ............_ _-____-_. +I ..:.• <" `.n • • ink ~ r •® - �' ~� _-__-�_ _. ��� QET TRENCH - ----_--_--__I LOWER BASEMENT '>. e • .,' EL.106'A" I__, 4'0 PLATE - -° 4 { v(TYP) FLOOR FLANGE OPENING 1 ■■ °"• EL.106'-0" 4-0 PVC DRAIN PIPE 11---0- — I (N)4"PVC I CONNECTION W/ 45°WVE SLO vE:1/4 INI I g. STAINLESS STEEL ATTACH(N)FABRICATED v ��- .. I po, 3/16"THK.6061-T6 e _ HARDWARE UM RECTANGLE TO ,-¢ROUND 4 II 5 ( 1_____- NOTES ROUND TRANSITION AT =ill El _- j 1. ALL MATERIAL TO PVC FLANGE CONNECTION SHALL EXISTING OPENING m "17f (N)4'PVC BE TYPE 304L STAINLESS STEEL. (N)CLEANOUT 1 I. DRAIN PIPE SEE DETAL -- 2. PROVIDE 4"0 REMOVABLE PIPE GRATE IN PLACE OF (N)4"PVC O z PLUG FOR FLOOR DEN RAN. PLATE FLANGE CONNECTION DRAIN PIPE W/RDWALESS STEEL v 3. X-RAY AND LOCATE REBAR PRIOR TO CORE DRILLING. HARDWARE (E)FLOOR DRAIN _ a LOCATE CLEANOUT TO AVOID EXISTING REBAR. (TYP,5 PLACES) -, I (N)4"0 CAUSTIC GOINTAINMENT (N)4"PVC JA FLOOR DRAIN SEE DETAIL 0 DRAIN PIPE (N)4'SCH 80 PVC DRAIN L V' EXTEND TO12'ABOVE j���' _ 4'CLEAN UT AND FLOORDRAIN TRENCH FLOOR,TRIM END 1."'' ` OF PIPE AT 45'ANOLE - -- _I Aft 0 DETAIL O1 sBOTTOM OF I SCALE:1"=1 A' TRENCH �(TYP) (NJ CLEA _ L " EL.86'-10' I (N)SUMP PUMP ___-__.-__....... NOUT U CONTROL PANEL SEE DETAL�\ e /L�f/1 II I l I ISSUED FOR SECTION A CONSTRUCTION SCALE-3/4'=-8-0- LOWER STRUVITE PROCESS ANDPLAN LOWER BASEMENT LEVELS Our difference I d. SCALE 1/4'=1-0" 55gmIUPmm F.F- S www.hard �y 0 PROF�r 4Ca aGINE4 riot, HarticGrou� PROJECT NO:0051113.04 ek 92014PE r DIGITALLY SIGNED Dm. SNH oac DECEMBER2019 PRO,'NAME: SHEET TmF SHEET. or: OWES. OREGON DATE: immi DURHAM SRF MECHANICAL <jp�q i lc'9, DFN: CW 11WG»: THIS BAR IS ONE INCH PRILL DRYER AND LOWER BASEMENT DRAIN *E� 03/16/20 M-006 /� T111 WHEN DRAWING IS FULL @�1W�I $clear. s VENTILATION UPGRADE PIPING PLAN AND DETAILS WIRES: 6/30/20 C:m: DTH CAD FLE p:M-006.DWG Our commitment it clear. PLC — SCALE. D 04/15/20 SNH GDS ISSUED FOR CONSTRUCTION Mt 6941 FHca STAMP: 4PPo. SIDS SCALE AS SHOWN REVe DATE URN APPD DESORPTION 16080 SW 85TH AVE. TIGARD,OREGON 97224 PROJt