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Specifications B U P2006-00067 CLEAN WATER SERVICES 16580 SW 85T" AVE 41111k //,,, , . February 21,2006 CITY OF 1117)RD OREGON Clean Water Services—Durham Facility,TPS Randy Naef 16160 SW 85th Avenue Tigard,Oregon 97224 RE: STRUCTURAL PUMP FLOOR/ SUPPORT-REVIEW Project Information Building Permit BUP2006-00067 Construction Type: 2-B Tenant Name: CWS-Durham Facility Occupancy Type: F2 Address: 16580 SW 85th The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition.The submitted plans are approved subject to the following conditions. 1. Plan sheets 35-37 show structural work to be done. 2. Special inspection is required for concrete,reinforcement placement,structural welding, bolts installed in concrete—epoxy&high strength bolting.The special inspection agency shall furnish inspection reports to the Engineer of Record,the General Contractor,and the City of Tigard,Building Division,attention Hap Watkins.All discrepancies shall be brought to the immediate attention of the general contractor for correction.The special inspector shall submit a final signed report stating whether the work requiring special inspection was,to the best of the inspector's knowledge,in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp,shall be maintained on the jobsite.The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard, Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Val Henzel, Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 Clean Water Services, Durham Facility Phase 4 Expansion Odor Control Facility STRUCTURAL CALCULATIONS RECE1‘/Fir) IJAN 31 2006 . January 2006 CITY oF I AL) BUILDIN-0 v-kisini,, INTRODUCTION PAGES1 TO 7 CALCULATION PAGES g TO 15- MONTGOMERY WATSON HARZA 1340 TREAT BOULEVARD SUITE 300 WALNUT CREEK, CA 94597 °1*c,"IPNR7 4s 6',$), (c„ - 73292PE Jr /46;1:1 CP:44 13 2-CP! -/Q JOHN NI41 EXPIRES / go4f6 • ‘;.,* ,1j," • : ‘" `„Av.‘• ji:C ({1D STRUCTURAL DESIGN CRITERIA COKE -•.' CIen Wa ervics •-• - ' - •• Project: Durham acilitY Phase 4 Expansion • • Date:. September 9,2004 Job Number: 1530575.0015 • PM, Office, Department Doug Hattersley,Portland . • This design criterion applies to all structures on this project except where indicated. LOADING it? Live loads: Top Slabs: 250.psf Roof: 20 isfwI reductions for slope ' Platforms&Stairs: 100 psf 300 ibs concentrated on stair tread Snow: Ground Snow Load(P9): 20 psf Exposure Factor(CO: 1.0 1.0 for Occupied Structures, 1.2 for Unoccupied . Thermal Factor(Ct): Structures • Rain-on-Snow Surcharge: lig Yes Ei No Ponding Instability: Yes LI No • Drifts: • 12 Yes fl No Roof Projections: El Yes Li No 40111 nr Sliding Snow: Li Yes No • Importance Factor(Is): 12 1.0 1.1 1.2 Ej 0.8 Seismic: Site Class: • Mapped Spectral Response Acceleration at Short Periods 1.06g (0.2 sac)- 5%Damping(Ss): • Mapped Spectral Response Acceleration at 1 second 0.37g period-5%damping(Si): Seismic Use Group: II Seismic Design Category: Importance Factor(le): 1.50 1.25 1.00 • Seismic Q/A Plan Required? Yes 112 No Structural Observations X Yes No Required? Rain Loads: Ei Yes FX1 No MWH Structural Design Criteria Page 1 of 6 MWH-08/29/2003-IBC •r Y .I�. R } •S. C Y 47C7t11P1# STRUCTURAL DESIGN CRITERIA ', Client: :[✓Wean 1Na -;";cervices. . Project: Durham Facility Phase.4 Expansion a ,, a Winn: Base Wind Speed-3 Second mph Gust(Vu): • Fastest Mile Wind Velocity 70 mph Exposure Category: C Importance Factor(lr„): • ® 1.15 D 1.00 El 0.87 Hurricane Prone Region? El Yes ® No { Wind-Born Debris Region? ❑ Yes © No Structural Observations X Yes 'No Required? Wind QIA Plan Required? 0 Yes "i No Flood Loads: Base Flood Elevation: 126.0 Design Flood Elevation: 126.0 High Velocity Wave Action? Yes ® No Special Flood Hazard Area? ❑ Yes © No GEOTECHNICAL INFORMATION Final Allowable Bearing Pressure:' All Loads(w/wind&seismic): • 6667 psf Dead plus Live Loads: 5000 psf Groundwater Elevation: 100 Year Flood Elevation: • 126.0 Friction Factor: 0.35 Aar) 1144,f;vc, Soil Weight: 1 k �. Moist Weight 118 pcf Buoyant Weight 125 pcf Frost Depth: 24 inches Minimum Footing Width: 24 inches Lateral Soil Pressure for Meter Vault and Above GW Below GW Headworks Effluent Structure Restrained (At Rest): 55 pcf 92 pcf Unrestrained (Active): 36 pcf 82 pcf Passive: 200 pcf 200 pcf Seismic: 28 pcf 28 pcf MWH Structural Design Criteria Page 2 of 6 MWH -08/2912003-IBC • s Lam' • {• I F 4 :t�' •Y •r • a". M11MUUH STRUCTURAL DESIGN CRITERIA :CI" n ices iie.nt. es 11V�t� Sery • Project: Durham Facility Phase 4.Expansion, • : • • Traffic Surcharge: •96 psf • •96 psf • Lateral Soil Pressure for Upper Tualatin • • Connector Pipeline Manhole Above GW GW Restrained.(At Rest): 60 pcf• 95 pcf - • • Unrestrained(Active): 40 pcf • 85 pcf Passive: 200 pcf • 200.pcf Seismic: 28 pcf 28 pcf Traffic Surcharge: 96 psf 96 psf Lateral Soil.Pressure for Manhole.No 1 Above GW Below GW „ • Restrained(At Rest): • See Attachedv t. See Attached Poi.5 • Unrestrained(Active): See Attached See Attached Passive: See Attached See Attached Seismic: See Attached See Attached Traffic Surcharge: See Attached See Attached • Other Soil Info: • • • • • { 0 MWH Structural Design Criteria Page 3 of 6 MWH-08/29/2003-IBC r:: y MU 11:41 FAa ao3 843 1903 $LEYrOiLD . + o.. a SOIL PRESSURE . WATER PRESSURE SEISMIC PRESSURE 20H bi ' • El. 17a • ... .�.. A .--op • • ,, All . . . . . .. Foy • . • . ' • }; Depsalt H, (Younger ) • . t•'. AIM • ., • --s H + + -. • & . e . A - • tit , a Aii x . .. ii. , . v a rn p, � , •c12.111.(Lows. Alleilum) B Er AMP s. 4 rommori 62I-IW . • * Resultant is variable depending on actual depth of excavation EARTH PRESSURE AT REST PRSSRE (Native Soil) P e %55H1 . • • P= • • 55141+ 24142 • 1 • p 3 48H1+ 20112. • . P4 • , 48H1+ 2OHz+ 25H ', a i NOTE: 1. If the condition of a 100 year is considered in the wall'design. then use water level at el 126 2. Features shown are for illustrative purposes only and are approximate . • l 11111111 LI • . ._. ..... I - _ A rTY MAHATRAL DURHAM FACIU E • ,w_GE0'1 !;4, •• :1'•••3"; ';?.;.14 ,.:,;•;;',:;;:•• : • • 4 • ",•,; ■;•• • ( MVJH STRUCTURAL DESIGN! CRITERIA " • Client' Clean Wale Services , :Project Dillliain*:0,iallity.Phatiio'4,EXpiineion.: • • • • : • :•• • • • • • - • • , • STRUCTURAL MATERIAL& *. . • • ' '••• . .• • • • . • • Concrete: 4000 psi-STRUCTURAL(all.structural applications) 3000 psi-SITEWORK(curb,gUtter,and civil applications) • • 2000 psi-LEAN(Unteinforced concrete(thrust blocks and encasements)) • Reinforcing' Grade 60-all applicatiOns, • • Steel: Structural Tubing-ASTM A500,Grade B • • Structural Pipe-MflM A53,Grade B Wide Flange She*, ASTM A992 • Other Standard Shapes and Plates-.ASTM A36. Stainless Steel: Type 304-Architectural and common uses,and anaerobic conditions Type 316-Submerged or corrosive areas. Aluminum: 6061-T6-All applications. •• • Stop Logs,Weirs,and baffles-Sawn'Lumber-Redwood Construction Grade • • G, Wood: AIKHeart) Building Materials-Sawn Lumber-Douglas Fir/Larch Glulam-24F-V4-V8(DF/DF) Masonry: ASTM C 90 0 Light Weight(<1.05 Kt) • . • Li 'Medium Weight(105 to<125 pcf) . D Normal Weight( 125 pcf or more) Special Inspection: Level 1 Level 2 • Solid Grouted: Li Yes Ej No • Grout: 2000 psi Mortar: Type S-1800 psi Size: 8"x 8"x 8"high CMU I'm: 1500 psi Gaskets: Neoprene Waterstops: New Construction-PVC MWH standard shapes Concrete joints at new structure/existing pipes—Hydrophilic Rubber 0 Other: MWH Structural Design Criteria Page 4 of 6 MWH-08/29/2003-IBC ik'''.. - - '-' -'i'-' '...--. '),:;..• ''' :' • :' .',' : . .: '-:'••'... •-•'•.. *•••• - : ••*,. ...•'',,•.. •:- '..-1 .,-**,..:.• ."•:- ..'''.-. •••• :'....' ...-'• '-.. ', • •-•: ' • -• -• '.-: ' . , tk. ' . . '.':::' •:- -.;.:. •.;•:••-•:,,"'"••••', '..'.....••.:I.:• • '.• • ..- :,: :--.. '''.- •"-..i-il, •••,4".•' •::- ',''.:::-',*4: *:-.,',.'I-- '„•• ••,',:-2*.. ' • :. • : ...•••••,?..';' 4.t:. ' '.'. .,'••'':`'*:" ':Ilk'',.Ar';''.;'........,''..:";•:..t.'t::'.'-v•.4'.'..•-•.-'''':',=',..--.`,' •i-.-.....' ,,: -'• . '.. :*--...,•':•••,-..: 4.7.;. ,-',-...,..r-•;-.' ':','-''.,,', : .4:-...''-,:' :7' -,''. -.',,, :.-,...":, -..'.,,...........,A....... 0) ilii'IN il STRUCTURAL DESIGN CRITERIA ,-&.. • , !-.:•:. coolie • ...-dtion'iii:104;60iiiii:iiii.--., ...: :. - . ..: . • . .. . • - : , • . , , .. . Project:-.. Durham Fealty Phase 4 Expansion -- • . . . ,. . . . . . : : e,.i.4..I • ''• • . • . . . - . •. • • . .. . : • • . • . , WEIGHTS OF MATERIALS: • • . . . . . . . . - • , . . . • Concrete: iso po Steel: 490 pcf . . i.. Aluminum: 170 pcf . • Fiberglass: 110 pcf .• k , SAFETY FACTORS . , . • . .. - Buoyandy: 1.26 OvertuinIng: 1.50 - • Sliding: • 1.50 • SPECIAL INSPECTIONS: • . Inspections Required mis. 'o Structural Steel Construction X Welding 1E11 Bolting MUM Cold Formed Steel Framing NI Concrete X ' reinforcing Steel Grout 'T* es e— • - in — A ors 111L111111•11 Masonry(Level X) Wood Construction Insulating Concrete Fill Sprayed-on Fireproofing . X ill Smoke Control k . Grading&Fill Material . i( c'r . Pile/Pier Foundations • Wall Panels and Veneers ORM ' risu:-: 1.n a • n s ystems iViw AIIIIIIIIIIIHMMMMUM T = an an. ; r ca .mponen. ., Other 1. 0 ' • MWH Structural Design Criteria Page 5 of 6 MWH-08/2912003-IBC • 7• ;t•. r �i. t' y S, i ,..,s,;:,-., �p �:(i'� 'f�,G .9' 3 9'` G. •'Y< r�•• C.fM!::i. <s.'}-.Z•,. f.. r.4•<'."4 a{• ..J • }•.a ,� -`•i f�; •r .. .V� Y::d't�".,k...t...i>•,. ,• e,•.::r..:.�.v.. ..•:�;�Ci�;�•Miwr•w .,.... %r..,,,..., :-' .w L ` ,.'.?p•• ...W,.. .. r..S-:..r .t', .. ���:`,Yr��"a.:•.::*.',1�... ....:,f..•i. ..A��':A9... •.<•_ r..,.. .`nF':3`• . © MUJH STRUCTURAL DESIGN CRITERIA ' ' . Clea M •Pro ect: ' Durham iracltity Phase 4 Expans o : : • • : ' • ' DESIGN:.CALCULATIONS .:METHODS AND=ASSUMPTIONS:' . . . • • Calculations will be done in:dance with MWH Project•,.Proc�edure Directive No 20.:'A table of contents shall be• included for each set.of calculations greater than five sheets long. Half size plots shall be induded at the front of each set-of calculations: •• • . .. All structures Will be-designed in accordance with sound:engineering principles based on the•references listed below: Hydraulic .concrete structures designed by,ultimate: strength will utilize' additional sanitary durability coefficients as stated. in ACI 350..A:load factor of 1.7 will be used for all service live and dead loads, durability factor of 1.3 for flexure and 1.65 for direct tension reinforcing and reinforcing:design will consider the effects of • cracking by limiting z.to<=95 for service loads. Durability factor and cracking need not be considered fa-seismic • loads. - -• • DESiGN REFERENCES: . . .•ACI-315/02 Building Code Requirements for Reinforced Concrete • • • ACI-350R/02 Environmental Engineering Concrete Structures • ACI 530 Building Code Requirements for Masonry Structures • • ACI 530.1 Specifications for Masonry Structures .• ASCE'3 Composite Slabs • • AiSC Manual of Steel Construction . AISI AISI Specification for the Design of Cold formed Steel Structural Members AA Aluminum Association-aluminum design Manual NDS National Design Specification(NDS)for Wood Construction, including Supplements PS-20 American Softwood Lumber Standard • PS-1 Softwood Plywood-Construction and industrial . • AITC A 190.1 American National Standard for Wood Products-Structural Glued Laminated Timbers MWH •' Design Quality Procedures Database(DQP) ' " . • Moody Moments and Reactions for Rectangular Plates.-Engineering Monograph No.27 ' 2063 USBR-W.T.Moody-Reprinted 1986 -2000 IBC international Code Committee(ICC)-International Building Code ASCE-7/02 Minimum Design Loads For Buildings and Other Structures • r, Local City/County Amendments to the Building Code f4 0 10" {{ w _, n .-1-7 +Le, 1 I'' ‘..,. --.: ; 1"-*----'7"'-i--77,---- ,--, a - 2003 , e. t c�a � '# . . a MWH Structural Design Criteria Page 6 of 6 MWH-08/29/2003-IBC GENERAL NOTES �, DA AT2s BoLIs . N SLOTTED HOLES •.3•r GENERAL Si.SEE TABLE „LTYP,' '$ THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT ALL GROUT SHALL BE NON-MONK GROUT.UNLESS INDICATED . .A O jZ E%CEPF WHERE SPECIFICALLY INDICATED OTHERWISE. OTHERWISE, -�=- 4• • SrRUCTl6TAl ORAENSONS CONTROLLED BY OR RELATED TO UNLESS OTHERWISE SHOWN CONpiETE VYALLB AND SlAd13 SMALL BE w • .4 MECHANICAL OR ELECTRICAL ECK PARENT SHALL 8E COORDINATED RflNFORCED AS FOLLOWS:6@77 EW,CENTER OF 6•SECTIONS;1 17 r _ :Pei', _, BY THIS CONTRACTOR PRIM TO CONSTPo HE M5.BOLL S.S.TYPES. EW CENTER OF S•SECTIONS;Yi IO IT EW EF OF IS•SECTIONS;115®1r D V n• 'e Q i•AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. EW EF GF/r AND MOCKER SECTIONS. m o yN g ALL BOLT PATTERNSS*IKL BE TEMPLATED TO INSURE ACCURACY YY �a5 OF PLACEMENT. METAL CLIPS OR SUPPORTS SYW!NOT BE PUKED N CONTACT S MECHMRC.KAND ELECTRICAL EOIAP{ENT SUPPORTS.ANCHORAGES. WITH THE FORDS OR THE SUBGRAOE.CONCRETE BLOCKS(OR ="• I- =ow w OPENINGS,RECESSES AND REVEALS NOT S101M4 OI THE STRUCTURAL DOES)SIPPORT1NG BARS ON SUBORADE SHALL BE IN SUFFICIENT , $ ✓� DRAHYIKN.BUT REQUIRED BV OTHER NOT SHOW DRAWINGS.UCT BE NHS TO SUPPORT THE BARS WITHOUT SETTLEMENT,BUT IN a • - g PROVO.FOR PRIOR TO PLACING CONCRETE. NO CASE SHALL SRXXR SUPPORT BE CONTINUOUS. �'• O,. $ STRUCTURAL ORNMNGS SWILL BE USED N COORDINATION YrtTH DOWELS SHALL BE WINED OR OTHERWISE HELD N POSITION.TFE I 2 FRP L'S SEE MECHANICAL-ELECTRICAL,ARCHTECTURAL CIVIL DRAWN.AND SOP SHALL NOT BE SHOVED INTO FRESHLY PLACED CONCRETE TABLE FOR SIZE P MN • I DRAANgS PROVIDED BY MANUFACTURES OF MAP.. UNLESS OTHERWISE lHdCwtED ON THE ONWARDS.LAPS OF COPE AS NECESSARY CONNECTION SCFEDI/I-E STRUCTURES WO BEEN DESIGNED FOR OPERATIONAL,HYDROSTATIC. REINFORCEMENT BE AS BNOWM ON DErNL BTU. SOLACE OF eais rol#srvE ANCHORS AND SACKFUL LOADS ON THE COMPLETED STRUCTURES.THE LOCATE TWO 3N INCH GALVANIZED EWA, RICHMOND ROCKET INSERTS- REAM SINE AHCLE SIZE N NUMBER VINO SIZE 6TRUCTI6tE8 NAVE NOT BEEN 73ESIWEO TO RESIST IHLESE 14.08 FOFAANN 88ARNARpCA EQUAL,9TRADOLRNO CENTFJEIE OF NtIILE ONLY PARTIALLY CONSTRUCTED.DURRAi CONLSTRFCT.,THE EQUIPMENT OVER ALL PIMPS,METERS OR OTHER MECHANICAL W 8•B L 4.4=% 2 4-y OIA 1 STRUCTURES SHALL SE PROTECTED F R O M CONSTRUCTION LOADS L*ors OF TORE THAN NCR LBS foR INSERTING esnNG EYES F BY BRACING AND BAIJAHNCNPD UHNTLL ALL S7RIJCTIAAL ELEMENISARE N NOT OTHERWISE INDICATED. - PUCE'AND ALL CONCRETE HAS REACHED THE SPEWED 28 DAY ° NOTES- COMPRESSVESTRENOTH,OVHBOADNO OF ANY STRUCTURAL REINFORCING BARS AHD ACCESSORIES SHALL NOT BE N CONTACT lyEMENT E OFR VINO PPE,PPE FLANGE OR METAL PARTS ERODE.N 1.ALL HARDWARE SHALL RE 316 STARLESS STEEL. muss OTHERWISE SHOWN.MALL STRUCTURAL ORNWNTFS THE CONCRETE,ALO MI OF 21NCHES CLEARANCE SHALL BE PROVIDED AT ALL77ME8. 2.EWE DEPTH FOR ANCHORS N CONCRETE SHALL BE 6`',(," FINISHED GRADE AROUND STRUCTURES IS SOWN THIS 72x,/ . INDICATING EITHER GROUND SURFACE TOP OF CONCRETE SAS,OR ALL ITEMS EMBEDDED N CONCRETE SHALL BE SPACED ON CENTER BEAM TO CONCRETE CONNECTION AC PAVEMENT FOR DETAILS OF ANISE SURFACES SEE CMLARO AT LEAST TIMES THEIR OUTSIDE DI. ON.THE OTTSDE DEERS. ARCHITECTURAL DRAVAFW. SHALL NOT MEED ONE THIRD OF E MEAEER THOME. -563 TI STRUCTURAL.STEEL ELECTRICAL CO11DUTTEMBEODEOIN CONCRETE SHALL NOT SESPACED REV 010201 CLOSER TON 2 ounce DIAMETERS ON CENTER ELECTRODE STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND AND PIOYAE EMERONG EMI M ENCASEMENT SHALL NOT SE N CONTACT WITH PEAR.A NHMURA SEPARATKN OF 2 INCHES SHALL BE PROVIDED BETWEEN N+SLOTTED FOES S STANDARDS AS CCNTANED N THE LATEST EDITION OF THEABD THE ELEC'TROOEAND PIGTAIL ARO REBNF AND OTHER EMBED ITEMS MANUAL Of STEEL CONSTRUCTION_ TUHAL WIDE FLANGE SHAPES SHALL BE STEEL MEET.ABTA COVER OTHERWISE SHOWN ON THE DRAWINGS CONCRETE SIZE SEE TABLE ABS2 SPECIFICATIONS. COVER FOR RE NFORCBHO BARS SHALL BE AS FOLLOWS: OTHER SHAPES,BARS,PLATESAND SHEETS SHALL BE OF STEEL MEETING FOR CONCRETE PLACE°AGAINST EARTH ASTMA-%SPECIPICAT.M. .. SEE CONSTRUCTION JCNNT DETAILS FOR MIN SLABS...GRADE.BOTTOM PIPE.PIPE COWMNS.AND BOLLARDS SHALL ILE OF STEEL METING ASO MAY BE LE soI MATER 3• F,..Li-7 C1 .; :B AS$TYPE E OR 8.GRADE B STANDARD WEDNE UNO �i.;Y FM98 SHAtLBE OF STEEL M.EEtNG ASHAMED CRUDE R FOR SURFACES N CONTACT WITH WATER OR WEATHER AND TOMO°SURFACES N CONTACT WITH EARTH 7 = tAAA��_ ■ BI STEEL LOSES.BEAMS.AND GIRDERS SHALL NOT BE RELOCATED LA' R / WITHOUTAPPIOSRL SY THE DOWER FRrI CONCRETE NOT WATER O TO WEARER. A__ OR IN CONTACT WITH WATER OR EARTH 176' ALL WELD.BALL BE BY THE SHIELDED ARC METHOD AND SHALL CONFORM TOM.CODE FOR ARC AND GAS WELDING N BUILDING /J CONSTRUCTION QUAURCtTKO1 OF WELDERS SILL.N AC-CODA., UNLESS OTHERWISE NOTED.WALLS MDSLASS SOWNI WOHA 2 FRP L'S SEE / pI WITH THE SPECFLCADORE FOR STANDARD QUALWICATON FRCCEWWE SINGLE DYER OF REINFORCEMENT STALL HAVE THAT -1/ OF TNEAWB, REINFORCEMENT CENTERED. TABLE FOR SIZE SRI SLABS WRH SLOPING SURFACES SHALL HAVE THE NOCATEO SLAB COPE AS NECESSARY CONNECTION SCHEDULE CONCRETE(EXCEPT PRECAST CONCRETE) THICKNESS MAINTAINED � YGND BEAM SIZE DOUBLE •OF BOILS ADHESIVE ANCHORS SLABS AG' 56 Z NA16E�ANOIZE SV NOTED �. O.� � N °COfP Ar TE w 9=B L4 / �AWILLDEOLOP A WHMUF00468E OO MEQNELE SURFACES SURFACES, N ZS DAYS g E66U YTOnEEREQIR REQUIREMENTS CONFORMS.IN D.s OR TESTING HYDRAULIC STRUCTURES Nores. L ALL HARDWARE SHALL BE 316 STARLESS STEEL. � BILLET-STEEL BARB FOR CONCRETE REINFORCEMENT.?`M1 WHEN FELINE THE STRUCTURES MTH WATER FOR THE TEST REQUIRED INTFETURE5 41185 FLL4VARIOUSBASKS LOCATED N TTE SAME COLUMN SPIRALS SMALL CONFORM TOOTH A•SZ,•SPEGFICA710N STRUCTURE SHALL BE FILLED MIALIUM EOUSIYAT THE SAME RATE N FORCOEO.DRAWN.EEL WEE FOR CONCRE'TERENFORCEMENr. ORDER TO KEEP THE SAME IEYELNLACH BASH. BEAM TO BEAM CONNECTION ALL DETAIL.,FABRICATION AND PLACING OF RENFORCNG BARS. REV 061899 OTHERWISE STRUCTURAL STANDARD DETAILS s-ss4 ACI.115,IMMO OF STANDARD PRACTICE FOR DETMLRNG REINFORCED CONCRETE STRUCTURES..LATEST EIXTTON. DETAILS ON GS SHEETS ARE PART OF MOTS STRUCTURAL STANDARD DETAILS, TOLERANCES N PI.AONII REIIFORCEAENT SHALL BE THESE DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO +N INCH FOR MEMBERS WON D W S INCHES OTHER MORE RE37PoCTNE OR DIFFERENT DETAILS ARE NgCMID !1R INCH FOR MEMBERS WON O>S INCHES ON THE DRAWINGS. DETAILS NOT PERTAINING TO THE PROJECT ARE MARKED THUS ME ALL CONSTRUCTION JOINTS.SHALL,SE ROUGH AND THOROUGHLY i� CLEANED FOR BOND, DESIGN CRITERIA t) LOCATION OF ALL CONSTRWCTION JOINTS SHALL SEAS SWOYMN ON THE O DWHWRRGS OR APPROVED BY THE ENO*5604 ALL CONSTRUCTION JOINTS DEMON N ACCORDANCE WITH THE 20U3 EOGION OF THE NTEIBUTIONN. r LOCATED(N THE DRAINIYGB OR REQUIRED FOR Cg8TRI1CT10N.80T NCR BUILDING CODE EXCEPT WHERE...APPLICABLE CODES OR THE 5 SHOWN ON THE DRAWINGS,BALL HAVE A FLLTSTRP WATERSTOP,F FOLLOWING NOTES ME MORE RESTRICTIVE N MEMBERS N CONTACT WITH WATER N ADDITION,JOINTS N ALL SUBS I COVERED PATH WATER,SMALL HAVE SORIA W FUTSTRP WATER8TOP 104466.3. AND A SEALANT GROOVE SOIL LOAD& Z ACELS,PIPE,WHN..L WERS1D SE UREY IN POOlIIO WI4L.E AND ALLOWABLE BEARING PRESSURE ACCESSORIES ONCREIS TONG BE HELD SECURELYNP'�1001 WHILE DEAD PLVS LIVE(PSFk SWOPSF CONCRETE R BEING PtJC[-D ALL LOADS(WI IWND S SEISMIC)(PILE) B65D PSF UNLESS OTHERWISE INTACATED.ASOE FROM NORMALACCESSORES SEISMIC LOADS USED r0 HOLD REINFORCING BARS FIRMLY N POSITION,THE FOLLOWING SNAIL MEDDLED 5015MC USE GROUP 0 SPECTRAL RESPONSE COEFFICIENT(SIN): 1,068 A)N SLABS G RISER BARS AT 36 INCHES OC MAXIMUM TO SPECTRA/RESPONSE COEFFICIENT(315 0.3TR SETE CLASS' SUPPORT TOP REIFORCIPIO BANS. CLASS- SEISMIC DESIGN CATEGORY: M 8)N WAILS WITH 2 CURTAINS IS U OR 2 SHAPE 9PAACERS SEISMIC sA^ORTANCE FACTOR BIk 125 ^. AT B FEET DC EA.WM. iI VERTICAL REINFORCEMENT FOR CONCRETE OR MASONRY SHALL BE SPLICED WITH DOWEL BARS OF THE SAME SYE VINO SPACING 1 FROM THE FOUNDATION USN LENGTH GA STANDARD SPLICE LETH W MEESE NOCAATED OTHER.. SEA ANT SMALL BE PLACED AT THE TOP OF ALL JOINTS RECEIVING E,PANSION DENT FILLER SEALANT DEPTH SIAM BE THE JOINT FML THICKNESS NESS OR ITT,WHICHEVER IS LESS, 1. SCALE WARNING SMARTED BY U� 0 M t DESMOHED PAWN 1i 44,, STRUCTURAL SHEET OF Z -• NONE FTHIS (Et., IRAN IPROJECT MANAGER'S NAME) UCENBE N o. DATE 0 i j M W H DURHAM FACILITY GENERAL STRUCTURAL DWQ; 000•GS-001 i NOT MEASURE t• I CleanWater Services PHASE 4 EXPANSION NOTES AND SYMBOLS DATE ,a DEC•zoos REV DATE BY DESCRIPTION THEN DRAWING s ..,,-.�.,- AND DETAILS NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME, LICENSE NO- DATE PROJECT NO a STAINLESS STEEL CABLES TO TANK ' !C STIRRUPS r --',- EXISTING FRP LEDGER,-..-,..--.,- ..---; - _ - \�{ TO REMAIN :. 7 gy; i i CCOMOOATE EYE BOLTS f"" !`' . A YY 4 < d` ° • //// // iCei lIU//////P to R � i u-�-V-. ' 2-INCHfRP• GRATBJG TYP4 NEW WUADR TS AT! G8 NEW WSt1AI'E —, COUPLER NUTS WITH TANK QUADRANTS I WITNESS HOLE J 1.- (TYP 2) "�, NOTES: -I t — — — -�S _ 1. SEISMIC TANK RESTRAINT SYSTEM SMALL BE A CABLE SYSTEM SUPPLIED REMOVE EXISTING 'r 1 BY THE TANK MANUFACTURER,COMPLETE WITH EYE BOLTS. FRP MEMBERS AND NEW 8.0 PIXY TANK i J `� A REPLACE WITH NEW • WBx8xtl2(TYP 3 2. THROUGH BOLTS ON W SHAPE SHALL BE LOCATED AS CLOSE TO WEB AS SAME LOCATION AS DD I ,y POSSIBLE. EXISTING} i '0111 ���� i T SEISMIC 3. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. ~E--—'—'— —•—.'�-i RESTRAINT G5 ' ' t <) DETAIL I 1 4 SCALE r=1.42* • ab I ° 1 DEMOLISH EXISTING '� �' �, _ � MEIN, ,` lium1i -^- Sx ANGLE LEDGERS IMPS .i. _ Min //////////�/■■//////////i! AND(ROSS BRACES H IN` G2 G3 '9N M !—�� 2-Rv GRATCHFRP :• — GRATING .. 1 Cal 0 SAM,BOLTS CENTERED ' ; h III=. =111 ON FLANGE 1111D.' 011M j IIi11Ilh A111111 ' — — — —J_L —- ..1' 111111th 411111111 — — — —�Ij 91111111 NEW W8xBx12 FRP ! 11111111 NEW WBxBxtn FRP 0 GYP B} �, s••3• e?., X111111\\1/4"" — — 1 '111 EXISTING SUMP FLOOR S TYP 12 CONNECTIONS 111.. �y 1111h. .rinn • ` 1111/11 MIM I' NOTES, I I........._.s..._..._i MINIM 1111111N el •1. ALL HARDWARE SHALL BE 318 STARLESS STEEL SEE NOTE 3 2. CENTER COLUMN UNDER TANK ON NEW W8x8xV2 FRP BEAM. w I .. -.....8'5112 .... ... _i F.! DETAIL 2 NOTES: SCALE:r=1.-0. 1. SEE SHEET 200•M-001 FOR ADDITIONAL WORK 111 THIS AREA. - I±r� � I 2. CHEMICAL TANK IN THIS AREA RESTS ON THE ORATING.GRATING NOTES:NOT BE CUT OUT FOR TANK ��.1y j4 •.111.�111.4M1 PLACE A CONTINUOUS SUET OF 40 MIL FLEXIBLE PVC UN ER BETWEEN BASE OF TANK AND GRATING. I, GRATING SIZES ARE APPROXIMATE.CONTRACTOR SHALL VERIFY �����147 JS��� • �`L1;IL� SHEET SHALL EXTEND 3 WCHES BEYOND PERIMETER OF TANK. AND FIELD MALL PIECES. iB>•�y�f Yit�t� '•��L.:i13! 3. REMOVE EXISTING 3x3 FRP ANGLE LEDGER 8Y THIS LOCATION AND REPLACE WITH NEW 3x3 FRP ANGLE 2. All NEW GRATING SHALL BE 2-INCH FRP TO MATCH EXISTING. �.1•t.-ut.,� y� FOR FULL WIDTH OF SUMP. III.Auzill11M� _ <x521.11•1r111111111,1111111 48x10 G8 NEW 48x102 r. PARTIAL PLAN PARTIAL PLAN 1. (///�U'''U���, HEADWORKS CHEMICAL FEED AREA HEADWORKS GRATING SCALE:$•=r-0' SCALE II=1.0* 1 SCALE WARNING SUBMITTED BY - "' .. S M 1 DESIGNED STRUCTURAL SHEET OF g (PROJECT MANAGERS NAND LICENSE NO. DATE DURHAM FACILITY t�s q • AS SHOWN IF tS qv.. owc 200.5-001 CleanWater Services PHASE 4 EXPANSION HEADWORKS BUILDING DATE 13-DEC-2005 REV DATE BY DESCRVTIDN THEN AWM3M MOTTO eCALE CHECKED (COhPANY OFFICERS NN.IE) LICENSE NO, DATE PROJECT NO.. C 4411/2"x 1/4 FRP UNDER � TWO EDGES OF PUMP BASE a I I 16 1 F F ...:' ..' :. _._.... �:. .#_i T s- . CUT EXISTING GRATING TO I,. 1 ? ''• PLATFORM NEW PUMP : ;.'...;.:1 CBz8.2 NEW W:x8xlnFMK- " I I i EXISTING BACK TO + t BACK O rr EISTING FRP 7---© _._s.. ..�SPPORT COLUMN ..... ..�.,_.. 4...........SE MOTE i -:--1"NEW FRP GRATING SEE NOTE 1 �........... ; _ 1 L.; E NOTE QTYP.2 CONNECTIONS f EXISTING GRATING SUPPORT SEAM 4 H BELOW GRATIN} j ERASING IPANEL3• • SEAM(TYP 2} „� NEWWBx8xtrlFRP 0N3 i (TYPS) io ..1 {tYP SNSIGDESLEDGER ; T'" r CUT EXISTING FRP LEDGER Ij . • r THIS LOTIONS)SEE 2 -"............._... ...-........./.( i CONNECTIONS)SEE NOTES ""(,�11 • w In ..� - EXISTING 3•LEDGER _ •MI M p�I ,,., (GYP EACH SIDE) = riNN� OUSE KEEPING PAD EXISTING MOUSE CONCRETE CONTAINMENT ! • SUMP EXISTING CONCRETE » i { .. FLOOR ' (8)T WIDE GRATING PANELS•1T41• ' i L LX!a FINC,Pi:YLii.,i TPSi... t. ,/' H"'/ -1 EXISTING CONCRETE '•CONTAINMENT WALL IT_ _- _ .• . . NOTES: ?..-....._..........J.......-.__....._............. ..._.............................-_....-.. -.......-., .._..-.' -..... • 1. W8 x 8 z 3B"FRP TO HAVE Aw•2.719 in`,Ix=99.19 In'.Sx•6A9 h'AS MANUFACTURED + BY DYNAFORM/FIBERGRATE. NOTES: 2. CUT EXISTING FRP LEDGER TO ACCOMODATE 2 FRP ANGLES PER DETAIL 5-583.CUT ENDS OF FRP SHALL BE HELD BACK 14NCH FROM EACH SIDE OF NEW CONNECTION AND ANCHORED TO EXISTING CONCRETE 1. USE 1 iQ•DEEP.11/2•x 1 1/2•SQUARE MESH VI-CORR GRATING AS MANUFACTURED BY FIBERGRATE WALL A MIH8Ml1M OF 2-INCHES FROM EACH CUT END WITH S18'0 S EMBED 316 SST ANCHOR BOLTS. OVER EXISTING SUMP.INDIVIDUAL PANELS SHALL BE CUT TO Fn-AND SIZED APPROXIMATELY 6.542 FEET. 3. SEE SHEETS 810-64001 AND 810.M-082 FOR ADDRIONAL RELATED WORK N THIS AREA 2. ALL CUT OR SANDED SURFACES SHALL BE SEALED WITH RESIN PRIOR TO INSTALLATION. PARTIAL PLAN 3. ATTACH GRATING To LEDGERS,WB AND c BD WITH S.S.CLIPS. 1 EXISTING HYPOCHLORITE FEED AREA t 4. WB x8 KU?FRP TO HAVEN"=3.5 Nn`Ix•128.5In%SA=31.74 in'AS MANUFACTURED BY DYNAFORM/ / SCALE:3e•1,S. 2 FIBERGRATE. 5 8. CUT EXISTING FRP LEDGER TO ACCOMODATE 2 FRP ANGLES PER DETAIL 5.383.CUT ENDS OF FRP SHALL BE HELD SACK 14NCH FROM EACH SIDE OF NEW CONNECTION AND ANCHORED TO EXISTING CONCRETE SEE NOTE I PUMP BASE WALL A MINIMUM OF 2-INCHES FROM EACH CUT END WITH%0 5-EMBED 316 SST ANCHOR BOLTS. 6. SEE SHEETS 610464301 AND 810-M-002 FOR RELATED WORK AND DEMOLRION OF EXISTING EQUIPMENT EXISTING GRATING N THIS AREA. SEE NOTE 2� , //j%,-. ..,,, SEE NOTE 3 •'l.i_ NEW FRP CHANNELS 7. NEW GRATING SHALL BE NUT TO FR AROUND EX/STING FRP COLUMN. J GRATING PARTIAL PLAN NEW W-SHAPE CONNECT TO TOP FLANGE OF NEW IN-SHAPE Z` POLYMER ROOM WITH 1 ix 1114.0 SST BOLTS(TYP2 PLACES) SCALE:G("•1•-0• CONNECT SIMI.TR FASHION.E T FRP ANGLE IWHLL LEDGER) NOTES: 1. LOCATE CHANNELS TO ACCOMOOATE BOLT PATTERN N PUMP BASE. 2. CUT EXISTING GRATING TO ACCOMODATE NEW PUMP SUPPORT CHANNELS. 1 CONNECT 3. CNPECT PUMP BASE TO NEW CHANNELS WITH 4-I IN x-NEW SST BOLTS WITH LOCK NUTS. SECTION I A f SCALE:2••s4r • I _ BGLE MANNINO SMARTED BY STRUCTURAL SHEET OF GIMLGOX Z�) M W H g - AS SHOWN ono 'PROJECT'ONAGERS NAME, UCENSENO. DATE �� DURHAM FACILITY DNNO: 8104-001 IF THIS BAR DOES DRAYM CKRTB Clean\eater Services PHASE 4 EXPANSION CHEMICAL.BUILDING NOT MEASURE I. DATE. 13 oEI2oGs THEN ORAWNG IS REV DATE BY OESCRM110N NOT TO SCALE CHECKED ICOMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO V Section Properties nYkixfo 1/ WIDE FLANGE SHAPES SECTION DIMENSIONS SECTION PROPERTIES X - X Y - Y d b t A Wt. I S r I S r in. in. in. in.2 lb./ft. in. in. in. in.4 in.3 in. 3 3 1/4 2.13 1.64 3.17 2.11 1.22 1.13 0.75 0.73 4 4 1/4 2.89 2.15 7.94 3.97 1.66 2.67 1.34 0.96 6 6 1/4 4.39 3.40 28.28 9.43 2.54 9.01 3.00 1.43 6 6 3/8 6.48 4.90 40.17 13.39 2.49 13.52 4.51 1.44 8 8 3/8 8.73 6.49 99.19 24.80. 3.37 32.03 8.01 1.92 8 8 1/2 11.51 8.70 126.96 31.74 3.32 42.74 10.69 1.93 10 10 1/2 14.51 10.90 256.20 51.24 4.21 83.42 16.68 2.40 12 12 1/2 17.51 13.20 452.45 75.45 5.08 144.11 24.02 2.87 y Rte, tb y 15 y. lt Beams - Allowable Uniform Load Tables (lbs/ft) ro\IAOgiVL f'F? . 12 8 x 8 x 1/2 WIDE FLANGE BEAM Laterally Supported AN, = 3.5 in2 IX= 126.96 in4 S„ = 31.74 in3 Wt. =.8.70 lbs./ft. SPAN DEFLECTION FEET MAXIMUM LOAD L/100 L/150 L/180 L/240 L/360 ,: 1.741 it.: ;::ii: -. f .., ,,'..4t,;•,::::=. ;° 131 . 7 1491 F„ --- --- --- 1418 942 _ 8 1304 F„ --- -", =•- 104Q 691'- 9 1158 F„ --- --- 1044 781 • 518 F 10 1041 F„ --- 963 801 598 396 11 946 F„ --- 751 625 466 308 12 866 F„ --- 596 498 369 . 243 13 799 F„ 724 479 398 296 194 14 741 F„ 590 390 324 241 157 15 691 F„ 486 321 266 197 129 16 647 F„ 405 267 221 164 108 17 609 F„ 341 224 185 137 88 18 6747 F,, 28 189; 150 116:. ' 74 19 544 F„ 246 161 133 97 62 20 516 F„ 211 130 113 , 83• 52 21 471 Fb 183 119 97 71 44 2 . > .: 428- Fb, 156,.,ri 1037 84.. . ,.. 6t Y, 38- 23 391 Fb 138 89 73 52 32 24 358 Fb 121 78 63 45" 27 25 330 Fb _ 107 68 _ 55 _ 39 23 The part weight has been deducted in the above table. 29 • .. , OD MWH By L W Date OPC Client POMMA Sheet /3 of Chkd.By Description grog- LownaeL...- Job No. Pp[,1 TA-KIK 550 6-ft L. 1,ze Wpi.: 20f5f __.„:-,--- - --V-wir aqy"..e.fiaorviiry x.2: Si 1 C' 40 'fide Lf U,SE. FgP VV ?"giic- tit- le ic-;.07'4 -2, M wt„,1/444 am 0,5)— 7 z 4- 34H4 0 F, WAttobv "" IA) e. q ' r, 4 t"., A A 44(44).= I It .7 1 /1449 oleoc, I 1 A4 sd) /-14- - iti2- LA60 Lim1rkva4 w4.110w-ots 10 ; A Mallow'wr clz -. d, if 5 PeWA • 1012- V210 i-imrittliaN V\Ia Uttvil-- 4 7g ilixt :- A/Lua„,= 7 1 1-44->/14, 4 76 6/1--- 6 11 4 rAtA A . , . . _, = 4 42/i :- A '''''' 2.4e) -- 2.1. Ci4 - q Oa c"-n-t-- -muse- 4(005.1z) 7,5td)625,6) /4 46#9 PP 440toottvitivvwdz , tat wpc. R,11 12) WE4 "rf10044 --->' ri- 2 c/NA 'TH1 WIAA -1 cotitic41, 2510 OF (44110 6kitf tafr 5316 OP L0 MA-Ow-*, rvie- VA2V41-- 5;2-604 4v mic 6ortileot4par) :- Moutoc =*-- L2 (e' gt--54)4 4°f issr*- 11 1 pfr144 4 341144 hill MailowaLic = II. 7 114 ›- M visA,,,, .r.-- If g4 Vcdt, ` ) MWH Oil W' Sheet t 1 of f 5 By Date Client Chkd.By Description Job No. 4TAV 1:" "364 (7,544 1' 2 M I ii ryfLF ,, WA,fit, 160.1) 3s-ao*YmeA E1)WAt.M11 UPIFORM. j 26 ‘ �r� WM1T *8 TO ' ()5 vu gxgx1/ - 78I ' - 15 0,1 ly---P usE Wiiic $ o 'z. k ' ,t A `_ it ''`� ��' ! 6 s f/Z, cio L.xgx C.. M 1 V flik-tq To T44 t/1T1 GA-L s w-M t G. LOJtv p Gil- (3Y (w5 6TION at4 w I Ian 6- TMJV-, ''------ t 4 oo +,l (7,ca& h Z 'l t G,) /Peri-5070* M= /4 ioo-ift of/E.-To God,,, f7=--- 2 X06# .i- Y i r r apt MWH By (All Date /69/ec- Client GUv 5 Sheet /5-- of / Chkd.By Description Job No. 1 � I 2 W 87d i u- P� #/. if -r/r i 4 3G `1t_ 3�z5 (OD 4 - 3� ib 3lS 'j 1... _ 0 N(r� � h�TW'r vi g x q x An — --- Q 24g A3, S- 126,i L W ? / t a c), 4,1,4 3 (3f �.�.f,� ,. -- — a III i' p U LL- CleanWa ter • Services -.4.1 W a P I./4 4 0..... 1 A N 31 20 oF i'A BRD/Nj SPECIAL INSPECTION REQUIRED 06 ;t Gry",„ It, 1 -,,,f' '., , ,, Out . commitment . c a _,,,t, te of Oreapn StructuaSyeciaity Code ent is clear . ga Concrete and Reinforcing Steel . p,Bc.,41-1 Installed in Concrete , 0 Sprial Tiornent-Resisting Concrete Frame , 0 Reinforcing Steel St Prestressing Steel Tendons .,. StracmF3,i WelLIng r High-Strongt Bolting C./ ito.t..vtiit al onry 0 Roinixv A Gypziorn Concrete 0 ;nsii1;tri3 9ncrete Fill • , :, 5pra,y Applmd l44a-Resistive Materials 0 Pilings, Dil i lod Piers and Caissons _ 0 Shotcrvte 0 Specic.1 Grading,EXCaVatiOn and Filling 0 Smoke-Control Systems VOLUME 2 DRAWINGS FOR THE CONSTRUCTION OF DURHAM WASTEWATER -TREATMENT FACI LI he - Otr Inspect, LITy 4 ons ..............------............... CITY OF TI 35) 36) 0 .soot 11 GARD S PHASE 4 EXPANSION Approved...5efikAtlinfatiari 1 on ' ditionally Approved Far only the w PEIIMIT NO. 41 A, s d $ . d n. . 7 ODOR CONTROL CHEMICAL SYSTEM IMPROVEM See Letter to: °How—-- Job dre • ..- ENTS .1“.......e" By:tolaitemcii: Da ---- t j - --- I OFFICE Cory PROJECT No _ . 6188 JANUARY 2006 ( 0 ) M V11 H . . . „,.. LOCATION MAP SITE MAP .) PROJECT INFORMATION: co ,..... „.„...,„,,____la_ CO N Dt,�RHAM ROAD �����., Q s T ; ._ r - -:1 - _ ___ _� __�11?L= PROJECT NAME: DURHAM FACILITY PAHSE 4 EXPANSION ti � (:::::::____:\,,,,(°' APPLICANT NAME: CLEAN WATER SERVICES N 1 11 ) 11V, .ASTORIA �, CLEAN WATER SERVICES `. �� : SITE ADDRESS: 16580 SW 85TH AVE. ::::.i . �. � .�;� -� .��'' �"-�� � �-m � 1 � TIGARD, OR 97224 a CO 4/1. __A DURHAM FACILITY 1, oviev i__, n. R E ;JPHONE: (503) 547-8175 7 A/ i 'p a, � t ! { i._W_;4__.__, E HILLSBORO C O L U M B � � �� ` r �`�, 84 f THIS PROJECT ,,„ ` � ° ' p. r;_ MAP & TAX LOT#: 2S1138, LOT 600 �' BEAVERTON° Q � `�i `� �--S t —6M P , 1'�` THE DALLES AREA - EM TIGARD • � ��R�.�'im � .....-.-�----�-�-���� D ���� - ��, - ;--- .°, ZONING: R4 �!! PORTLAND �. ' TUALATIN° y ,,u_P U �' , 0 -LINCOLN CITY ; . . . . . . . . -- ' ; i . . . . . . .i- - _�_._._ . . .� -. a r,4 1 SALEM ` E r r LI SCALE. 1 " = 250' t"—"Q'' I'-c-4T-- --'kr-- P-'.k.��A - - �r--rv, im NEWPORT 1 `;:� i - PC4 r r I 1 �. 4 ➢, ;a) PACIFIC I _w V CB ; C OCEAN CORVALLIS 1; cin - _ ,..._..--?-,t- �,> _ �.1.\\„,_._,/i ;' �,;' v. �„ _ _y._ i 1:.1 lit j\ V'- i I BEND -1 kg ,.� I r 1 .w. ��4` $ ' PC3 q __ y I k E' EUGENE � f �� � � �,{�!..�,y ', .��� i 1. -��.�, � �, _._..�..� - / �_ ___ . �- ``o ' `!�; ' 4�t `� GENERAL AREA FOR ,,� Y •, ,111'1:i,..-c; ,, ._._.-_ _ • ! k �. PHASE IV IPS PROJECT qg p '� 4 ` �� ` T CURRENTLY UNDER - ;. ir,,, . ,# i a ` ,,` ~•CONSTRUCTION 1 �w I.. r. ,. .' .: •-,— . '4* , . ` n � ti,`: ,, ' f f �. BURNS °' Y ' F ' ,,” :401,,,),,,,,/ --_' ````` y M I ,r•s' % ' �-f'�' 1 ! l COOS BAY - < - �, • d _ ..___� �. _..,.: ¢' ," 0 .�` �i I A , Gk. c am'. .,• ,,,,,v� .._,,,,,, . ,' „ I , `t i # ,6 ,- `•'" " , ROSEBURG f{rf r _ if '; i -. ' ib,:<;rat : r^=.. i fi G 0 o ,�,...� ,, ' I ._.,�` j7 j j ,,� a �"^.,,,, ` p.. #„ r;°" ,,,.� F -w..-....., 4 : f ,yj 'N-,,„ ,�,,, / „ ,,,,,,?p,„, �:,, //=tF'�aVl,�` t,, .. ,) • -�-= ,„,>,,,, ,,,~___ __`"__18 �°`”` �` ' 1 l ; '� ..:,,� ".^,.•......._,,,,,,�"....._.._......__ ^F_.:,° _...., __..._ .._. }; ` rip•' �k-.. - ,, ter,," /';/ / J/:a..�I`-fir r °... '*7: ` i �...j___.� _� .M_ . ,, ` . �_ J - ;'p ,, ,._.1 /i / ! I t t i 1 t i i I 1----- '' Sj ! � .� '•.,... 1 j,- -.,✓ Fp�A�(j/4. GRANTS PASS ,__..._L____ .. .._._ _- I I_ _. ;__.__ __._.L . ._ - ' V _ _ LIST OF DRAWINGS MEDFORD �I� l 1 \ i ¢ 1 \ I-- - �-.� , m, � •� �.~ BROOKINGS -l� _L..._ L. ,� r...- 1 �.� � �� �;� . � .� _ �• k "" ` DRAWING No DRAWING TITLE -� .. a -°; , . GENERAL k' 1 ! w% --' 'n~ - r- 1 000-G-001 COVER SHEET IPS s ' t,'` ..�. , `-f' .� , 2 000-G-002 PROJECT LOCATION,VICINITY AND SITE MAPS,AND LIST OF DRAWINGS I I \ y ,¢.-� ' , - --- `' I , . 3 000-G-003 SITE PLAN, HORIZONTAL CONTROL AND STAGING AREA 1 �, , ':/ 4 000-G-004 STANDARD ABBREVIATIONS KEY STRUCTURES \�-�. t i,j 1 "� /: I , 1� 5 000-G-005 STANDARD SYMBOLS r t -,.; , -- 6 000-G-006 PIPING SCHEDULE IPS = INFLUENT PUMP STATION ,� -- ; •- -- ,.� _, �_ -, i". r �� 7 000-G-007 LIQUID PROCESS PARTIAL SCHEMATIC _ VICINITY MAP CB = CHEMICAL BUILDING ~� - - HW = HEADWORKS ''',,,,N,:,,,,,.„:::,,, ,,,,,,'° ,�i/ ,% ' _ CIVIL - ' �/ //TJ / /, ''' 8 000-GC-001 GENERAL CIVIL NOTES AND SYMBOLS PC3 = PRIMARY CLARIFIER#3 1 ; / /" (id �-- �.PC4 = PRIMARY CLARIFIER#4 / ,,,. /,/f%/ , :b -- 9 ggcO2- -=' / i 0 -001 YARD PIPING PLAN r;/'/,,�' /' ;; �; ., 11 000-C-002 VAULT DETAILS yr,s&ti Eik°P N E SANDY ROAD »f //////,/' ' ' / / /%" . l • l' C}" . ti .o PORTLAND ;'��' ///////////1�E . / S S __, f / f , ; , MECHANICAL /,//; i, / f, { f 12 000-GM-001 GENERAL MECHANICAL LEGEND NOTES AND SYMBOLS Zk, ' ,,../ ` ; `/'//r,%;!/ -, r`�' ,� 13 000-GM-002 GENERAL MECHANICAL DETAILS c �+ o I NT L . � r° _� �� M° ;'' - ,� '; 14 810-M-001 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS PLANS v°• j Z ,"' ' ' �'' 'i 4',. ;, /"�A r 1$ � 15 810-M-002 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS POLYMER ROOM ISOMETRIC N TUAC � AIRPORT r�;; ,f /i/?%r ; , r AT�N 141 w w i < ;�, ;!/ '/` ,%/ r/ = :/ / , 16 810-M-003 CHEMICAL BUILDING CHEMICAL Y TEM IMPR V V'�LLE ,, , , ;J, /// / ,`;j// / r, i ' S S O EMENTS EXISTING HYPOCHLORITE FEED AREA Li Y ' 1 z ,' I ;' • /// , , ////' 4' 17 810-M-004 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS POLYMER ROOM ELEVATION AY BEAVERTON r" ' ,� ; ,, f, 18 810-M-005 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA 0 O S E p !/;'// ;/,," f�,;/,;/ / ,'/ , f 19 810-M-006 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA ��°P °WELL$OUP I ,T,f ////////„ ', , °; , G-cO — EVARD '/ ; / ;� yy////:/:///,/,//://1,/� . /; ,, 20 810-M-007 CHEMIC AL BUILDING CHEMICAL SYSTEM IMPROVEMENTS DETAILS c �� � �';k;// , , - 6 R,M ,; / /� ,�, ; ,, , . 21 810-M 008 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS PHOTOS °� FP \ t I 0:2`L / / ,\ 1( / ' 22 330-M-001 PRIMARY CLARIFIER CHEMICAL FEED CONNECTION PLAN SECTION AND PHOTO _ , J,;://////,'///://'/:,;://,17:////://:::/iiii'/ , , n 23 200-M-001 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS PLANS PORTLAND ; </„:21,74///71:///A)1,� ', !/' f / ; ; ,, ��' x ! ' ' ! R 24 200-M-002 HEAD WORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS CHEMICAL FEED ISOMETRIC /, /////h i f 25 200-M-003 HEADWORKS BUILDING CHEMICAL FEED SYSTEM PANORAMIC ELEVATION Z \ / ,,` `' .f �� ' ' ,;' / ' ' '-� 26 200-M-004 HEADWORKS BUILDING CHEMICAL UNLOADING STATION PLAN,(13 t D �; , , /r;/fi/ ,;�,' f€ > U G S O L , ELEVATION AND SECTION 0 \""""� O '� i `'/ ` ' // ' f/ ;';' '!• r'/ f 27 200-M-005 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS GRIT STORAGE ROOM w ∎=ri ,-k\ > ! ��'/� / '� • /f 28 200-M-006 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS DETAILS , �, ,..� �/, �.//////////• ////• ', � ; 29 200-M-007 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS PHOTOS w PROJ ECT S ITE ��..� © O N.,� -t--- ////- // /// / % _, 30 200-M-008 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS /' ' ;r' r , 31 200-M-009 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS >�.. �'%`f//J,%;'/,'`,'1 � . � 32 200-M-010 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS co J —*-- - ' �''i'��'.% / '/!i 33 200-M-011 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS _ ;'' ,F,, • ;��, �` 34 200-M-012 HEADWORKS BUILDING GRIT ROOM HVAC IMPROVEMENTS a \ f / HOLLS FERRY ROAD 5 ''� 4 C t // i/ / w �'` ` ' ';,/''%"' ! I STRUCTURAL w S TIGARD P • ,i,,• %;!/;%/'`-f �• 35 000-GS-001 GENERAL STRUCTURAL NOTES AND SYMBOLS AND DETAILS U O y r '�- - ,j j , ,i;;,. { i 36 810-S-001 CHEMICAL BUILDING c O > �� r ;//f;( 37 200-5-001 HEADWORKS BUILDING KING CITY , �. : E m �J �, PO , ,�`%'�%///'r,/ 1 ELECTRICAL `� J of gyp¢ 0 24 2,, / / d Q -- f�;. /1 38 000-GE-001 GENERAL ELECTRICAL SYMBOLS- 1 z <t Q 0Q' \, CD JE �' 39 000-GE-002 GENERAL ELECTRICAL SYMBOLS-2 w DURHAM ROAD = a Gp�' / r� ii I' 40 000-GE-003 GENERAL ELECTRICAL LEGEND AND ABBREVIATIONS /164, 1 ` IY ' 41 000-GE-004 GENERAL ELECTRICAL DETAILS- 1 �` �� / , ,i 42 000-GE-005 ELEMENTARY SCHEMATIC- E 1 • g • '• . • ,�°'���f� � I; G. 43 000-GE-006 CONDUIT DEVELOPEMENT- 1 i: •• �t' • r 4 „•.n«rem+r.vxarwisv++*'nm•,y....,. ,4.^..rvv.^nu n-rtv.w3x++aa+."nvaa.v+mt.M.+avwW-. h ; OSWEGO LAKE !t _ _ 44 000-GE-007 CONDUIT DEVELOPEMENT-2 45 000-E-001 SITE PLAN `` '"f 46 810-E-001 CHEMICAL BUILDING MAIN LEVEL DEMOLITION PLAN U � � I i 47 810-E-002 CHEMICAL BUILDING UPPER LEVEL DEMOLITION PLAN /`� O SW 85th AVENUE , 7---- `� /o .. TUALATIN ` !z ,,,' 1 `° 48 810-E-003 CHEMICAL BUILDING DEMOLITION PHOTOS N ►t ..�, TUALATIN - \� ' -•,` \ 49 810-E-004 CHEMICAL BUILDING MAIN LEVEL EQUIPMENT LOCATION PLAN o - Ri,FR �, Tv �� �, 50 810-E-005 CHEMICAL BUILDING UPPER LEVEL EQUIPMENT LOCATION PLAN PRc i P� 44/ q�q-,;~ � _ b; " ,- 51 200-E-001 HEADWORKS BUILDING DEMOLITION PLAN •'. ' �J Or,. � O m //V�/ `-- --.w--- ,-' 52 200-E-002 HEADWORKS BUILDING DEMOLITION PHOTOS �� . 4 I N IOQ- m `\ /Wk. -:.--° �} 53 200-E-003 HEADWORKS BUILDING EQUIPMENT LOCATION PLAN v i''' 50407 . �F\G p° �' �p -`_ '�- y 'cam n t'” n QQG INSTRUMENTATION ar A• ;mss \ 54 000-GI-001 GENERAL INSTRUMENTATION LEGEND AND ABBREVIATIONS OREGON 0 SHERWOOD � •••••+""""�'# 55 000-GI-002 GENERAL INSTRUMENTATION SYMBOLS -0 ,,, �� 56 000-GI-003 ODOR CONTROL IMPROVEMENTS DISCRETE OUTPUT LOOP DIAGRAM TEMPLATE (TYPICAL) 46,a, 20�` \ F\ `i 57 000-GI-004 ODOR CONTROL IMPROVEMENTS 4 WIRE ANALOG DIAGRAM TEMPLATE (TYPICAL EXAMPLE �58 810-1-001 ODOR CONTROL IMPROVEMENTS CAUSTIC SODA SYSTEM P&ID '�• SLU:307 59 810-1-002 ODOR CONTROL IMPROVEMENTS SODIUM HYPOCHLORITE SYSTEM P& ID EXPIRES: 12 07 N i r _o SCALE WARNING SUBMITTED BY GENERAL o �� 1 DESIGNED P BLUMANTHAL s. D. HATTERSLEY 1/18/06 ~P DURHAM WASTEWATER TREATMENT FACILITY sHEET: 2 of 59 I Z AS SHOWN (PROJECT MANAGER'S NAME) LICENSE NO. DATE ``�IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION PROJECT LOCATION, VICINITY AND DWG: 0 G 002 o T IS NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 out commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS SITE MAPS, AND LIST OF DRAWINGS DATE: 18-JAN-2006 - REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 ii.:_,,V.,/ 1 4-cfr- rer' .„., • / -,...'' / t"'-1,,,..)-.1jj -- ( i El < ---'---3--`--t"i „.".,--... r , - d I Z �. I 1 / 1 N ry,� ( 0Y ----, - ';---- ( NpRTN6 BASIS OF BEARINGS '� f- '-1-, r y `t iii ter, ��: • i i ; E ��__. THE BEARINGS ARE BASED ON THE STATE PLANE Ca �� , j CONTRACTOR TO USE SOUTH �- '^f ' ` ¢ �' ,..�--,,, , r.. 2 COORDINATE SYSTEM, BEING NAD 83 OREGON, NORTH ' ( 1 • ,,-,r-„ s . \\\ t_.� ENTRANCE AS SHOWN BELO 1.., „ C ° 15)) ► ` �- `' �t,. ti1 = ,i' 5 ZONE COORDINATES, PURSUANT TO GPS OBSERVATION a t PROJECT ACCESS HALL BE ��,,., \ f--__ -°�'�._ , r. ` r ../ is' L'Lt_s fi'�J Y t` -I� 1 , _ >, ,:� \. —� ( , ( % i'``Y OF WASHINGTON COUNTY CORS STATION: „.! FROM DURHAM RO D SEE \ ° I =>, I A - 000-G-002 FOR OVERALL L SITE t\ - `° I_I .. NORTHING = 686652.205 CO z. { i ? PLAN ,_ ,1/4,„,_,,,,,, -� __ EASTING = 7563889.877 N\(,..„..z_____ r, L.J._ '-'----.''--- —,,,„,.2,-.A.--?:.:--- X — 1 1 <I ...,1} ..-------- ,,,,,'",-,, ) ____ il a 1 =, 1 -,,, 0 + ter ;, 1 NRFf p O� �'' u, .�r' ��%�' "' `� �_ f LOCAL BENCH MARK: ! s.: i A.)' I 4.--�'�'r'� � �� 1. (TBM)A FOUND 5/8” IRON ROD WITH ALUMINUM CAP IN _____, ,_ f ,rl /"/ ',r.,, ' ! I �'��` -� ► MONUMENT BOX ALONG THE CENTERLINE OF SW 85TH � , 'r ., I 1 `-�.,, ) I h ', AVENUE IN THE NORTH PORTION OF THE SITE AS SHOWN 4'I _.____� + � _ _1 (CONTROL POINT NO.2). J + __I I t i 1- i I `v 1 .� LLJ// I 4.� _ ( , I i . r- _ DtC l drildidi I _. _W. _ .. - - -1 _ —- ; ; t I° �� �, ,J � •� r { ESTABLISHED ELEVATION-170.61 7 I „ � v I t1 - d _ /� / /� 1 _ _J 1 1 } t i { \ ' r `� + �, t p 1 n r jj II I ° 5 '.e r`,` e.,--'rl^,, 1 i �{ — I �= _- _ ,.. I ' f I r f}i! 1:',.'/` 4 1 ! f t ' j� ° i I f fY�Y 4 Y ,t f I 1 !. '. 11 f{ " `4 _______�_. (d I ~I ' ' �a t CHEMICAL iI � _ _ _ ___ _ ��- �� � { ' r,� � i. � �' BUILDING � = s-_:. - ;�� � � . .� - �� - _ t^ F _ _ `' p_ ' 1 I PRIMARY , f I �j ,-P-'—'' !'rY1�^'VY F+'�'!Yr;^fl'>�t,.lv fir, f rz _,_.,.__.._ I �; - 1 r l .- t .ti: .,� _'' rt-- 3, f �, ' ii , I CLARIFIER :\ j I l c .7" �^" '�_r > "..•�-""°'.""„'_" e.e.:.siG.•M. �.�.;^.ga..._��...-<.. :.... 1-=71-4 'Y 5 F"�,�• ill ' r 1 s,l 1 I i ' Q r �'.w,r.°'°r —y �.c+:,n.�, ,.._,.�..- k�..�---,,,.. �y..m,- - �:,,._..4-.�5"_ 1 (' �,t r f 1 I f j� I 1 ; W RK REA 1 LIF r e: I : i1 p� ! '_"".�{mW ' I - i '',7 a ,v�. .„'•}'�/• r I {r' 1 �'0e,i +I I ( s"r S #' /0 -.r {I 1 „.7 ` 'o f k, p�`� 0 \ 1, ( r. 1 i .. '''�'.,, asp is" �' r.) Ij_� , ir L,"s I I i,.t .r ; [14-1,, 1 1_____ _.—......._.. i Lj1_ f `,rte'- _/'� � 6' �I• t , �� `\ t ♦ d Nc A ° ,1 _....�....,,., ....____-..__.._ ______ �._..._. . .... , .,zi,,::,:,:, ,,,.,,,1,—.,,,,„,:e 1 , ÷ , (...„, El \ , i f i . 1 ° f,' ./r .r..'•'a'w'es�„".-J. 'x°''r��+'>.'r:e+rrcm ,•tct=xr,7cay ..w3., ._ .. L.i `I f r , ^♦,.'•- `'. .: .•--- ,"„t F'!l^r'7"1''"•t 7,^..e:7':••s�m•a �"•'"", I v - y`Z .,-, h'C1 y ' f�. �' z f! j ' >. " dr'''', __� ` 1 I I..,fl.'J.. ,/\\\\ � `"`_N..- ryl ...,~ -.- ° •1�__::,'..'vh ..-,Y !,g =� '`F;,� I�' E o ��1 # � -. s� ( • �t r r i ./'__.,_u_ f 1 it 'I i..^" �+�u'Ye':•' '-_ f 1 \ , A.,,,? `h, r - .0°'L. rf �\ `� ..,.�4, v a j \�. + M j °'-"k{ ' I Iyt( I \,.... / i I- II ' 1„*.:'-::::44:,,,,,,--- ), ( Th`Ni '. \, t '` /1/ '-� h. 1 I 1' /J 1 r ` `•F '�� -r��f ! ? / J/,je ` 111111 1 fF \� L, iE/ //LL � � �. CONTROL POINT COORDINATES + _ �� t ° 1 / `� rap i r t t a "` �{�� 1►'VORK AREA �i ' ,✓' 1,r sf'"" { I '.n� .rte.. „ 1 `�� • ♦ / v it '' I I -- �` 4 i . „ ,,f t f / POINT NORTHING EASTING ELEVATION DESCRIPTION \ ! � .1 � � HEADWORKS � , ,... :_) + � � � '�° ,� �- \ // ';' , ,, -' // J 1 BUILDING 4;' a ,' di-. ��f `� �( f 1 640295.87 7620524.76 159.92 FD 1-1/2"ALUMINUM CAP ` ;\s ,I Y pi , 11 :4-, t` 2 640730. 7 7 2 11 i \ 1/4,,_,,,,'r / �. r� 0 6 0536.82 170.61 FD 1-112 ALUMINUM CAP I f B,,r /\ j `' '`:rte r�:' M1 ? ai• 640750.32 7620653.31 168.91 SET PK NAILAND WASHER • `,I !! + 11 CLARIFIER I; 4, . I \ � t� u 6' I �I-1/4„, ''''• --/ /)4.4t,i ' ' .I �4 ��ti f`b r.. " rI i `n ',� 3, } I s i ' ���`� ` 0� F +' ' i r NOTES:r Q(t •, , %' •� j , 4 Wit:.` -.�«r.,..,...,,.. P i I t ,�,rr.? a 5 �3 /----,�0 -r'°" i)\i `•a_ AREA 2 ,''' r'%", f ,' •'"'-.-,b__r._�_t•*.,�7'', „ 3 C '�; I 'r• I(' r� t 9 r" 'y! 1 sue/ ./' �•`,"� I S GENERALLY DESCRIBED AS SHOWN. WORK OUTSIDE ' ' {�;� f� �` ��. �� ". ,,jfr�, {� #f ^�r�z.,� ,.c ;t• 1 � '�����:��� � �;;.~�-.�__ _-__.__-----�%` �• / ��'�__--� _�`'` `` `o� 1. MAJOR WORK AREA ARE Z I' '"'�--, i J,J 1 `�\� ! S �f r J Y u �i i t, ,'?T7:::: rl' I ` `k`` / ,r OF THESE AREAS IS ALSO REQUIRED AND IS DESCRIBED IN DETAIL THROUGHOUT w �v '-,,.v 4 ,,.-r. ; :� y t I 1 '� � :'• � ~� //j/ /// THIS D RAW I N G SET. C •"7n r� rJ / Ry`?a I ^,_. �.r.•,rt Q '�,%° ., / �,' J a 1/4,,,p- e \ 1 /w ' - i T '' ') �.I I' �'� t -- \ WORK AREA DRAWING # PREFIX --..._, i i \'''*''''''-'-' \\ 4. ' 1 . i ! l' \T'-''''I \N\ ,41, ' ' / t -,-, �`_� -, �� \ / ',,,��,__ ___ _ .. _, , ` !I n '`7 y •1' // 1 810•X-XXX r t �t k. ; � { tom) i (,) +'� >" ,°,r �, =-�:, '�� ( � PRIMARY rl 2 200-X-XXX �- � : _ .�; ' W I 1 CLARIFIER ,.r4 r;' ,l! \ u \ J7 / ; 3 330-X-XXX r !/ \ \ ��� � I 1 1 l i J( //J w ,LJ4,-,�,��' '`� 4` ` In ' +, `' \''t., 11 2. SEE DRAWING 000-C-001 AND SUBSEQUENT SHEETS FORA DETAILED BREAKDOWN � ,. \ 4 � .; //' OF THESE AREAS. U , - / ` :.. I I i 1 I p I , / W / S`ei.�r Mt1 �`_'�+1',., }.'Q ��' 1 I 1:,Y"1-,-'i ` �v-1,� i�.,,. rf / • -.�„ / \ ~•7 // / / .1 / / / ----- / ) ki 1 7 .,- / / - z .------- ,1),'%it (i)i 1 I i.,-.: q)--------- ,y1 i V ,..,-- / ',.(` )1 1 ' ' ) / / /2— '''' \ LLi / 1 ti i'--A---- o,,"- . \,/' / ;, I, ,0 9 '' GATED //// / ° -,,,,, co ii(o / \,.„ ,r �♦ 1 r _ ; 1 �, �, EXIT l , -+'° ```�,� -rii ff-- : ti I ;// 1 ¢ t s V ; PRIMARY S y �� •o / r' �, ,�,��� Y ' ' CLARIFIER ) /! , / s,. i f, ,,-� 1,14- 1 ! 1 1 f' 9 PRDr cn la f r___------ 41, / ii d- 1--- _.,_/ In 1 ---%„„_,,,.. ,_.4�:.�1 . 1 1 ;,�. \ PLANT ENTRANOE FO \, -� �-. �► ,// / / .,011.74., „,z,, „„,,,..„„.„,,,, fil.. .,1 r I a� { / , ) , t ,.,.; i ; , I {r i *-:`•,,, CONTRALTO'': SE ` -�, _-('" f ,' ,� A-• - LT: / I �'� '� ? { 1 ;�ii� .~.� 'I j// ,. OREGON N s ,- )) :C-€4 ( Ai li , -.v. , _, Z 7 '7 li A ,„,-.F,,,,,,,t, c 1 i lc+ _,\-„,,itt / 7 ` _ `` ;. ! '�` .. 1 f EXPIRES 12-31-07 N III —— r `` r T\ . '``. / //// CD SCALE WARNING SUBMITTED BY in o 1,6 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 )i DURHAM WASTEWATER TREATMENT FACILITY GENERAL SHEET: 3 OF 59 Z 1" = I I � DWG: 000-G-003;111.Its ° 1 - 50 IF THIS BAR DOES DRAWN C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWater Services PHASE 4 EXPANSION SITE PLAN, HORIZONTAL CONTROL O NOT MEASURE 1" Out commitment is Meat, AND STAGING AREA DATE: 18-JAN-2006 —' THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 - A AIR d PENNY G GAS MB MAIL BOX/MACHINE BOLT QT QUARRY TILE UB UNION BONNET NC AIR CONDITIONING DAD DOUBLE ACTING DOOR GA GAGE I GAUGE MCC MOTOR CONTROL CENTER QTY QUANTITY UBC UNIFORM BUILDING CODE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND DAFT DISSOLVED AIR FLOTATION THICKENER GAL GALLON MCR MIDDLE OF CURB RETURN QUAD QUADRANGLE/QUADRANT UC UNDER-CROSSING 0 TRANSPORTATION OFFICIALS DB DIRECT BURY GALV GALVANIZED MEAS MEASURE UG UNDERGROUND as AB ANCHOR BOLT DBL DOUBLE GANC GUY ANCHOR MECH MECHANICAL R RADIUS/RISER I RATE OF SLOPE UGC UNDERGROUND CONDUIT 0 ABAN ABANDON DC DIRECT CURRENT GB GRADE BREAK MED MEDIUM R&O ROCK AND OIL UH UNIT HEATER oABAND ABANDONED DEG DEGREE GBR GEOTECH BASELINE REPORT MEMB MEMBER R/W RIGHT OF WAY UL UNDERWRITERS LABORATORIES cv ABBR ABBREVIATION DET DETAIL GEN GENERAL/GENERATOR MFR MANUFACTURER RAC RECYCLED ASPHALT CONCRETE UNO UNLESS NOTED OTHERWISE z ABS ABSOLUTE TEMPERATURE DF DRINKING FOUNTAIN /DOUGLAS FIR GFA GROOVED FLANGE ADAPTER MFRD MANUFACTURED RAG RETURN AIR GRILLE UOI UNLESS OTHERWISE INDICATED 4 AC ACTIVATED CARBON/ASPHALTIC CONCRETE/ DG DOOR GRILL GI GALVANIZED IRON MGD MILLION GALLONS PER DAY RAP RECLAIMED ASPHALT PAVEMENT UR URINAL •,;. ALTERNATING CURRENT DH DOUBLE HUNG GIP GALVANIZED IRON PIPE MH MANHOLE I MAINTENANCE HOLE RAS RETURN ACTIVATED SLUDGE USA UNDERGROUND SERVICE ALERT N ACI AMERICAN CONCRETE INTERNATIONAL DI DUCTILE IRON GL GLASS 1 GROUND LINE I GRADE LINE MHT MEAN HIGH TIDE RC REINFORCED CONCRETE USGS UNITED STATES GEOLOGICAL SURVEY ACOUS ACOUSTIC/ACOUSTICAL DIA DIAMETER GLB GLUE LAMINATED BEAM MHW MEAN HIGH WATER RCCP REINFORCED CONCRETE CYLINDER PIPE UW UTILITY WATER Q? ACP ASBESTOS CEMENT PIPE/ASPHALTIC CONCRETE DIAG DIAGONAL GLV GLOBE VALVE MI MALLEABLE IRON/MILE RCP REINFORCED CONCRETE PIPE ca PAVEMENT DIAPH DIAPHRAGM GM GAS METER MICRON 1/1,000,000 METER RD ROAD/ROOF DRAIN /ROUND c:1 ADD ADDITIONAL DIFF DIFFUSER I DIFFERENTIAL GP GUY POLE MIL MILITARY/ 1/1,000TH INCH RED REDUCER/REDUCING V VALVE I VERTICAL/VENT/VOLT/VOLUME Q.O. ADH ADHESIVE DIP DUCTILE IRON PIPE GPD GALLONS PER DAY MIN MINIMUM I MINUTE REF REFERENCE/REFER/REFRIGERATOR VAC VACUUM ADJ ADJUSTABLE DIR DIRECTION GPH GALLONS PER HOUR MIR MIRROR REG REGULATING VAR VARIES/VARIABLE AER AERATION DISCH DISCHARGE GPM GALLONS PER MINUTE MISC MISCELLANEOUS REINF REINFORCE/REINFORCED VB VALVE BOX AFF ABOVE FINISHED FLOOR DISP DISPENSER GR GRADE MK MARK REQD REQUIRED VC VERTICAL CURVE � A IA AMERICAN INSTITUTE OF STEEL CONSTRUCTION DL DEAD LOAD GRD GRADE/GROUND MLSSR MIXED LIQUOR SUSPENDED SOLIDS RECYCLE RESIL RESILIENT VCP VITRIFIED CLAY PIPE ALT ALTERNATE DMH DROP MANHOLE GRTG GRATING MLW MEAN LOW WATER RET RETAINING I RETURN VERT VERTICAL —J ALUM ALUMINUM I ALUM DN DOWN GSP GALVANIZED STEEL PIPE mm MILLIMETER REV REVISION VFA VOLATILE FATTY ACIDS a`5 AMB AMBIENT DO DISSOLVED OXYGEN I DITTO GV GATE VALVE MO MOTOR OPERATED/MASONRY OPENING RF ROOF I RAISED FOUNDATION/ROUGH FACE VOL VOLUME a ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DR DOOR I DRAIN GYP GYPSUM MOD MODEL RFG ROOFING VPI VERTICAL POINT OF INTERSECTION API AMERICAN PETROLEUM INSTITUTE DS DRENCH SHOWER AND EYE WASH MON MONUMENT RGE REGISTERED GEOTECHNICAL ENGINEER VSL VERTICALLY SLOTTED .512_ APPD APPROVED DT DRAIN TILE MOR MORTAR RH REDHEAD /RIGHT HAND VTC VENT TO CEILING 5 APPROX APPROXIMATE DWG DRAWING H HIGH /HEIGHT MS MOP SINK RM ROOM VTR VENT THROUGH ROOF U APPURTS APPURTENANCES DWLS DOWELS H&V HEATING AND VENTILATING MSL MEAN SEA LEVEL RO ROUGH OPENING VWC VINYL WALL COVERING 4-; NR AIR RELEASE VALVE DWY DRIVEWAY H/B HOSE BIBB MTC MECHANICAL-TYPE COUPLING RPBD REDUCED PRESSURE BACKFLOW DEVICE VWM VERIFY WITH MANUFACTURE ARCH ARCHITECTURE HC HOSE CONNECTION MTD MOUNTED RPM REVOLUTIONS PER MINUTE AREA AMERICAN RAILWAY ENGINEERING ASSOCIATION HDR HEADER MTG MOUNTING RR RAILROAD ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS E EAST HDW HARDWARE MTL METAL RS RAW SEWAGE W WEST I WASTE/WIDTH I WIDE FLANGE/WATER ASPH ASPHALT E/O EAST OF HDWL HEADWALL MTR MOTOR RSL RAW SLUDGE W/ WITH ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EA EACH HEX HEXAGONAL MW MONITORING WELL RT RIGHT W/O WEST OF/WITHOUT AT ACOUSTICAL TILE EB EXPANSION BOLT OR ANCHOR Hg MERCURY RTP REINFORCED THERMOSETTING PLASTIC WC WATER COLUMN /WATER CLOSET ATM ATMOSPHERE EC END CURVE HGL HYDRAULIC GRADE LINE N NORTH RW REDWOOD WCO WALL CLEANOUT AV/AR AIR VACUUM AND AIR RELEASE VALVE ECC ECCENTRIC HGR HANGER NaOCL SODIUM HYPOCHLORITE RWL RAINWATER LEADER WD WOOD AVE AVENUE ECR END CURB RETURN HM HOLLOW METAL NaOH SODIUM HYDROXIDE (CAUSTIC SODA) WDW WINDOW AWPA AMERICAN WOOD PRESERVERS ASSOCIATION EF EACH FACE/EXHAUST FAN HORZ HORIZONTAL NBS NATIONAL BUREAU OF STANDARDS S SOUTH I SCUM/SINK/SECOND I SLOPE/ WH WATER HEATER AWS AMERICAN WELDING SOCIETY EFF EFFLUENT HP HIGH POINT/HORSE POWER/HIGH PRESSURE NC NORMALLY CLOSED S/O SOUTH OF WI WROUGHT IRON AWWA AMERICAN WATER WORKS ASSOCIATION EG EXISTING GRADE I EDGE OF GUTTER/EXHAUST HPG HIGH PRESSURE GAS NEC NATIONAL ELECTRICAL CODE SA SAMPLE WM WATER METER GRILLE HR HEAT RETURN I HOUR NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION SAN SANITARY WOG WATER, OIL, OR GAS B&S BELL AND SPIGOT EGL ENERGY GRADE LINE HSL HORIZONTALLY SLOTTED NF NEAR FACE SBR STYRENE BUTADIENE(RUBBER) WP WATERPROOFING/WORKING PRESSURE I WORK B/W BACK OF WALL/BACK OF WALK EL ELEVATION HTG HEATING NFPA NATIONAL FIRE PROTECTION ASSOCIATION SC SPARE CHEMICAL/SECONDARY CLARIFIER POINT BC BEGIN CURVE I BOLT CIRCLE/BETWEEN ELEC ELECTRICAL/ELECTRONIC HSS HOLLOW STRUCTURAL SECTIONS NG NATURAL GRADE/NATURAL GAS SCCP STEEL CYLINDER CONCRETE PIPE WPJ WEAKEN PLANE JOINT CENTERS/BACK OF CURVE EN EDGE NAILING HTP HYPOCHLORITE TRANSFER PUMP NIC NOT IN CONTRACT SCD SCREWED WS WATER SURFACE BCR BEGIN CURB RETURN ENCL ENCLOSURE HTR HEATER NO NUMBER I NORMALLY OPEN SCFM STANDARD CUBIC FEET PER MINUTE WSTP WATERSTOP BD BOARD ENG ENGINE HV HORIZONTAL AND VERTICAL CONTROL POINT NOM NOMINAL SCH SCHEDULE WI WEIGHT BDRY BOUNDARY ENGR ENGINEER HVAC HEATING,VENTILATION AND AIR CONDITIONING NPS NOMINAL PIPE SIZE SD STORM DRAIN WWF WELDED WIRE FABRIC BF BLIND FLANGE I BOTTOM OF FOOTING ENT ENTRANCE HW HOT WATER/HEADWORK NPT NATIONAL PIPE THREAD SDR STANDARD THERMOPLASTIC PIPE DIMENSION RATIO WWP WATER WORKING PRESSURE BFP BACK FLOW PREVENTER EP EDGE OF PAVEMENT HWD HARDWOOD NRCP NON-REINFORCED CONCRETE PIPE BFV BUTTERFLY VALVE EPT ETHYLENE PROPYLENE HWL HIGH WATER LEVEL NRS NON-RISING STEM SEC SECONDARY/SECTION BHP BRAKE HORSEPOWER EQ EQUAL HWO HANDWHEEL OPERATED NS NEAR SIDE SER SERIES XCONN CROSS CONNECTION BLDG BUILDING EQUIP EQUIPMENT HYD HYDRAULIC I HYDRANT NTS NOT TO SCALE SETT SETTING XS EXTRA STRONG BLK BLACK I BLOCK ES EDGE OF SHOULDER SF SQUARE FOOT XSEC CROSS SECTION BLKG BLOCKING ESMT EASEMENT &O NSIDE AND OUTSIDE SH SHOWER XXS DOUBLE EXTRA STRONG BLVD BOULEVARD ETB EMULSION TREATED BASE D NSIDE DIAMETER OBJ OBJECT SHELV SHELVING BM BEAM I BENCH MARK ETC ET CETERA F NSIDE FACE OC ON CENTER/OVER-CROSSING SHT SHEET BO BLOW-OFF ASSEMBLY ETW EDGE OF TRAVEL WAY JTS NSULATING JOINT TEST STATION OD OUTSIDE DIAMETER/OVERALL DIMENSION SHTG SHEATHING YD YARD BOD BIOCHEMICAL OXYGEN DEMAND EVAP EVAPORATOR N NCH OE OUTER EDGE SIM SIMILAR YR YEAR BOP BOTTOM OF PIPE EVC END VERTICAL CURVE NCL NCLUDE/INCLUDING OF OVERFLOW/OUTSIDE FACE SL SLUDGE BOT BOTTOM EW EACH WAY I EYE WASH NFL NFLUENT OFD OVERFLOW DRAIN SLDG SLIDING BPV BACK PRESSURE VALVE EX EXISTING NSL NSULATION / INSULATING/INSULATED OFF OFFICE SLG SLUICE GATE Z ZERO/ZONE BRK BRICK/BREAK EXC EXCAVATION NSP NSPECTION OH OVER HEAD SOG SLAB ON GRADE ZN ZINC BSMT BASEMENT EXH EXHAUST NST NSTRUMENT OHW OVERHEAD WIRES SOLN SOLUTION BT BOLT EX-HY EXTRA HEAVY NT NTERIOR OPER OPERATOR/OPERATING SP STATIC PRESSURE BTU BRITISH THERMAL UNIT EXIST EXISTING NV NVERT OPNG OPENING SPEC SPECIFICATION # POUND BV BALL VALVE EXP EXPANSION P RON PIPE OPP OPPOSITE SPK SPIKE & AND BVC BEGIN VERTICAL CURVE EXT EXTERIOR I EXTENSION PS RON PIPE SIZE OPT OPTIONAL SQ SQUARE @ AT BWV BACK WATER VALVE EXTR EXTRUDED RRG RRIGATION ORIG ORIGINAL SS STAINLESS STEEL/SANITARY SEWER/SERVICE OS&Y OUTSIDE SCREW AND YOKE SINK C CENTIGRADE/CHANNEL/CEMENT OSA OUTSIDE AIR SSB SELECT SUB-BASE C&G CURB AND GUTTER F FAHRENHEIT/FINISH JAN JANITOR OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SSPWC STANDARD SPECIFICATION FOR PUBLIC WORKS CAB CABINET/CRUSHED AGGREGATE BASE F TO F FACE TO FACE JC JUNCTION CHAMBER OWG OIL. WATER. GAS CONSTRUCTION CAP CAPACITY F&C FRAME AND COVER JCT JUNCTION OZ OUNCE SSU SECONDS SAYBOLT UNIVERSAL CATS CASING TEST STATION F&I FURNISH AND INSTALL JS JUNCTION STRUCTURE ST STREET I STATE CB CATCH BASIN/CHALKBOARD/CURB FAB FABRICATE/FABRICATION/FABRICATED JSTS JOISTS STA STATION c CC CLOSED CIRCUIT TV/CENTER TO CENTER FAD FOULAIR DUCT JT JOINT SIC SLEEVE-TYPE COUPLING 0) CD CEILING DIFFUSER FAI FRESH AIR INTAKE P POLE/PAGE/PIPE STD STANDARD CEM CEMENT FB FLAT BAR/FLOOR BEAM/FIELD BOOK P/S POLE AND SHELF STK STAKE 9 CF CURB FACE/CUBIC FOOT FCO FLOOR CLEANOUT k KILO PA PLANTING AREA STL STEEL a CFH CUBIC FEET PER HOUR FD FLOOR DRAIN K KELVIN/KARAT PART PARTITION STM STEAM CFM CUBIC FEET PER MINUTE FDR FEEDER kg KILOGRAM PAVMT PAVEMENT STR STRAIGHT I STRUCTURAL 0 CFS CUBIC FEET PER SECOND FE FIRE EXTINGUISHER I FINAL EFFLUENT km KILOMETER PB POLYBUTYLENE/PULL BOX SUCT SUCTION o CHEM CHEMICAL FEM FEMALE(PIPE THREAD) kV KILOVOLT PC POINT OF CURVATURE/PRIMARY CLARIFIER/ SV SOLENOID VALVE a CHG CHANGE FF FLAT FACE I FAR FACE/FINISHED FLOOR kW KILOWATT PORTLAND CEMENT SW SIDEWALK .,Q' CHKD CHECKERED FG FINISHED GRADE kWh KILOWATT HOUR PCC PORTLAND CEMENT CONCRETE/POINT OF SWD SIDEWALK DRAIN oz CI CAST IRON FH FIRE HYDRANT/FLAT HEAD COMPOUND CURVE SWGR SWITCHGEAR .0 CIP CAST IRON PIPE/CAST IN PLACE FIG FIGURE PCOTG PRESSURE CLEANOUT TO GRADE SWR SIDEWALL REGISTER U CIPP CAST IN PLACE PIPE FIN FINISHED L LITER/LENGTH I ANGLE PCVC POINT OF COMPOUND VERTICAL CURVE SY SQUARE YARD z CJ CONSTRUCTION JOINT FIX FIXTURE LAB LABORATORY PE PRIMARY EFFLUENT/PLANT EFFLUENT/POLYETHYLENE/ SYM SYMMETRICAL/SYMBOL 0 in CL CHLORINE GAS/CHLORINATOR/CENTERLINE FL FLOWLINE/FLOOR LAM LAMINATED POLYELECTROLYTE POLYMER SYS SYSTEM w CLF CHAIN LINK FENCE FLEX FLEXIBLE LAT LATERAL PG PRESSURE GAGE a CLG CEILING FLG FLANGE I FLOORING LAV LAVATORY pH HYDROGEN ION CONCENTRATION w CLOS CLOSET FLGD FLANGED LB POUND PI PLANT INFLUENT/POINT OF INTERSECTION T THERMOSTAT l TREAD OF STAIR I TANGENT/ I- CLR CLEAR/CLEARANCE FLOCC FLOCCULATOR/FLOCCULATION LCP LOCAL CONTROL PANEL PK PARKING T&B TOP AND BOTTOM CMB CRUSHED MISCELLANEOUS BASE FLR FLOOR LD LOCAL DEPRESSION PL PLATE/PROPERTY LINE/PLACE T&G TONGUE AND GROOVE () CMC CEMENT MORTAR-COATED FLSG FLASHING LDG LANDING PLAS PLASTER/PLASTIC TAN TANGENT --J CML CEMENT MORTAR-LINED FM FACTORY MUTUAL(LAB APPROVED)I FORCE MAIN/ LEV LEVEL PLT PLANT TB TACK BOARD FOR ADDITIONAL ABBREVIATIONS SEE: U CML&C CEMENT MORTAR-LINED AND COATED FLOW METER LF LINEAR FOOT PLWD PLYWOOD TBE THREAD BOTH ENDS CMP CORRUGATED METAL PIPE FMH FLEXIBLE METAL HOSE LG LENGTH I LONG PM PRESSED METAL IBM TEMPORARY BENCH MARK ELECTRICAL - SHEET GE-003 = CMU CONCRETE MASONRY UNIT FN FIELD NAILING LH LAMP HOLE/LEFT HAND PNEU PNEUMATIC TC TOP OF CURB INSTRUMENTATION - SHEET GI-001 CO CLEANOUT FND FOUNDATION LL LIVE LOAD PNL PANEL TCV TEMPERATURE CONTROL VALVE 0 COL COLUMN FOC FACE OF CONCRETE/FIBER OPTIC CABLE LLH LONG LEG HORIZONTAL POB POINT OF BEGINNING TEL TELEPHONE OTHER ABBREVIATIONS CONFORM TO ANSI -o COMM COMMUNICATIONS CABLE FOM FACE OF MASONRY LLV LONG LEG VERTICAL POC POINT OF CONNECTION TEMP TEMPERATURE/TEMPORARY W COMP COMPRESSOR FOS FACE OF STUDS LOC LOCATION POT POINT OF TANGENT TF TOP OF FOOTING STANDARD ABBREVIATIONS Z32.2.3 5 CONC CONCRETE I CONCENTRIC FOW FACE OF WALL LOL LAYOUT LINE PP POWER POLE I POLYPROPYLENE TH TEST HOLE COND CONDENSER/CONDENSATE FPC FLEXIBLE PIPE COUPLING LONG LONGITUDINAL PPD POUNDS PER DAY THK THICK/THICKNESS NOTE: THIS IS A STANDARD ABBREVIATIONS z CONN CONNECTION FPM FEET PER MINUTE LP LOW POINT I LOW PRESSURE/LAMP POST PPH POUNDS PER HOUR THR THRESHOLD DRAWING. NOT ALL ABBREVIATIONS MAY CONST CONSTRUCT/CONSTRUCTION FPS FEET PER SECOND LPA LOW PRESSURE AIR PPM POUNDS PER MINUTE THR'D THREADED DE USED . NOT THIS PROJECT. a CONT CONTINUED/CONTINUOUS FPTS FOREIGN PIPE TEST STATION LT LEFT/LIGHT PR PAIR TK TANK/TACK CONTR CONTRACTOR FR FRAME LTS LIME TREATED SOIL PRC POINT OF REVERSE CURVE TL TRAVERSE LINE co COORD COORDINATE FRP FIBERGLASS REINFORCED PLASTIC LW LOW WATER PRCT PRECAST TOC TOP OF CONCRETE COR CORNER FS FINISHED SURFACE/FAR SIDE I FLOOR SINK/ LWL LOW WATER LEVEL PREFAB PREFABRICATED TOE THREAD ONE END p COTG CLEANOUT TO GRADE FORGED STEEL/ FROTH SPRAY LWR LOWER PRESS PRESSURE TOL TOILET .w CPLG COUPLING FT FEET/FOOT PROF PROFILE TOM TOP OF MASONRY 4g CPVC CHLORINATED POLYVINYL CHLORIDE FTG FOOTING m METER PRV PRESSURE REGULATING, RELIEF OR REDUCING TOP TOP OF PIPE IF CS CAUSTIC SODA/CAST STEEL FUR FURRING M MALE(PIPE THREAD) VALVE TOPO TOPOGRAPHIC a CSP CORRUGATED STEEL PIPE FUT FUTURE MACH MACHINE PRVC POINT OF REVERSE VERTICAL CURVE TOS TOP OF STEEL o CSTS CURRENT SPAN TEST STATION FV FIELD VERIFY MAG MAGNETIC PS PRESSURE SWITCH TOW TOP OF WALL c,.QED PROF CT CERAMIC TILE FWD FORWARD MAINT MAINTENANCE PSF POUNDS PER SQUARE FOOT TP TELEPHONE POLE Nit o CTR CENTER MAN MANUAL PSI POUNDS PER SQUARE INCH TR TRACT '` d D CTS CORROSION TEST STATION MAS MASONRY PSIA POUNDS PER SQUARE INCH ABSOLUTE TRANS TRANSMITTER/TRANSITION/TRANSMISSION „w 4' X07 'p P CTSK COUNTERSUNK MAT MATERIAL PSIG POUNDS PER SQUARE INCH GAUGE TS TRAFFIC SIGNAL �+•• CU COPPER/CUBIC MAX MAXIMUM PT POINT OF TANGENCY/PAINT I PRESSURE TSB TOP SET BASE .' A., 1 °. CULV CULVERT PTFE POLYTETRAFLUOROETHYLENE(TEFLON) TSC TRAFFIC SIGNAL CONDUIT OREGON !`- CV CHECK VALVE PV PLUG VALVE TV THERMOSTATIC VALVE I TELEVISION -ate Q CY CUBIC YARD PVC POLYVINYL CHLORIDE TW THERMOMETER WELL/TRAVELED WAY /y 9, 2d ' , .POLYVIN CYL CYLINDER CWS CLEAN WATER SERVICES PW F POTAB EYWADTER FLUORIDE (KYNAR) TYP TYPICAL q. gLUM0 N REV 021402 EXPIRES: 12-31-07 G SCALE WARNING SUBMITTED BY ■ HATTERSLEY 1/18/06 r' DURHAM WASTEWATER TREATMENT FACILITY GENERAL SHEET: 4 OF 59 `r 0 1, 1 DESIGNED MWH S. D. ' d I 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ``� DWG: 000-G--004 z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION STANDARD ABBREVIATIONS NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. THEN DRAWING IS ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 A • . . D * 1, ' . A ' SECTION AND DETAIL IDENTIFICATION „ „ , ,. - . -• .. - .. - .. CONCRETE (PLAN AND SECTION) 12x24 DUCT (FIRST DIMENSION DUCT SIDE SHOWN, PP .A..• .i."„, 'A''' •i SECOND DIMENSION DUCT SIDE NOT SHOWN) -0- POWER POLE PRESSURE GAUGE • _ . • _ . • . . _ .• 24x12 SECTION IDENTIFICATION 6 .: :. •-:. . : •... . :•:. SUPPLY OR OUTSIDE AIR DUCT PIPELINE (CIVIL SHEETS) T G © ...............:..........•,.:•:......... GROUT OR SAND (PLAN AND SECTION) •. . •,..,..•. . ...., ...,.•.. (FIRST DIMENSION, DUCT WIDTH) -- -- --- - - - -- -- 24" DIA AND LARGER PRESSURE GAUGE WITH DIAPHRAGM SEAL . , C 24x12 PIPELINE (CIVIL SHEETS) SECTION LETTER z BRICK (PLAN AND SECTION) VIM'S DIMENSION,ORFT UZJIC ;‘`AIR RWI DUCT 12" DIA TO 20" DIA I... PRESSURE SWITCH A SECTION A c.. SIZE CFM ". CEILING SUPPLY DIFFUSER PIPELINE (CIVIL SHEETS) T i il ///, CMU (PLAN AND SECTION) Jr (SIZE IN INCHES) 10" DIA AND SMALLER EMI Ell o PRESSURE SWITCH WITH DIAPHRAGM SEAL SHEET ON WHICH ///////// STEEL/METAL/FRP (SMALL SCALE SECTION) 4 SIZE cFZm REGISTER (SIZE IN INCHES, WIDTH X HEIGHT) BLOWOFF VAULT (IN PLAN) SECTION IS SHOWN SIZE CEILING RETURN OR EXHAUST AIR GRILLE OR \..., ' EXHAUST OR RETURN AIR GRILLE OR R ISOLATION VAULT & MAJOR _L SHEET ON WHICH SECTION IS CUT • • /\ ', _ CFM REGISTER (SIZE IN INCHES, WIDTH X HEIGHT) 9 CATHODIC TEST STATION (IN PROFILE) ----I -1 FLANGED FITTING • •/\,\/\/\,\/\77.\7/\7, CHECKERPLATE OR SOLID FRP GRATING (PLAN) DETAIL IDENTIFICATION ,a3 - SIZE SUPPLY GRILLE OR REGISTER CL • 1 CHECKERPLATE (SECTION) ---,_ CFM (SIZE IN INCHES, WIDTH X HEIGHT) CATHODIC TEST STATION (IN PLAN) O th TYPES: 1 MECHANICAL-TYPE FITTING (GROOVED) DETAIL NUMBER 0) 01111111111111111111111M111 ..E. Iiiiiiiiiiiiiiliniiininim GRATING (PLAN) m AIR TURNING VANES IN DUCT CTS CORROSION TEST STATION 0 IIIIIIIIIIIIMMIIIIIIIIIM P CATS CASING TEST STATION + I MI DETAIL MI 111111M111111111111111111111 L.: O IJTS INSULATING JOINT TEST STATION I SCREWED, WELDED, SOCKET-WELD, "' 11111111111111111111111111 GRATING OR SOLID FRP GRATING (SECTION) DEFLECTING DAMPER FPTS FOREIGN PIPELINE TEST STATION BELL AND SPIGOT OR HUBLESS FITTING EMI EMI 0-.....--.......---. DD/'7 CSTS CURRENT SPAN TEST STATION . SAFETY GRATING (PLAN) SHEET ON WHICH 0...11■....41kAllItAll■Al FHC FIRE HOSE CABINET '1-11 SLEEVE TYPE COUPLING SHEET ON WHICH DETAIL IS CALLED-OUT h :j SAFETY GRATING (SECTION) I ® FB FIRE HYDRANT DETAIL IS SHOWN d FE() FIRE EXTINGUISHER :: :: FLANGED ADAPTER - SET SCREW TYPE STANDARD DETAIL IDENTIFICATION 0 ---------- RAILING (PLAN) MH MANHOLE 11•1111MINNISIIIINNII■11•11•1 'a."1'' ••■.**,."'"" .. I- WOOD (ELEVATION OR PLAN) cl -/- --f---•. UNIT HEATER MECHANICAL TYPE COUPLING DETAIL NUMBER - - 4,, PCOTG 0 PRESSURE CLEANOUT TO GRADE ... ....... ,. _><: LUMBER (NOMINAL) )3( BALL VALVE COTG CLEANOUT TO GRADE kanfi---- FLEXIBLE COUPLING C-302 DETAIL C-302 [,,---- ---- LUMBER (TRIMMED) F--- oCOTG --II- UNION GLULAM (SECTION) .1 REDUCER OR INCREASER (PROVIDE SIZE) STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL = >< DIAPHRAGM VALVE I ] QUICK DISCONNECT COUPLER SHEETS, IN NUMERICAL ORDER GLULAM (ELEVATION) IETS ELECTROLYSIS TEST STATION ELEVATION IDENTIFICATION -- °"->-' CHECK VALVE woo E CAPPED END OR PLUGGED END PLYWOOD (SMALL SCALE) --76--PRESSURE REGULATING VALVE WALL CLEANOUT ELEVATION NUMBER WC() It BLIND FLANGE c -CO FLOOR CLEANOUT (' -. 0 STRUCTURE OR FACILITY ......., Allik ELEVATION NM -4•4>I<- FCO BACK-PRESSURE VALVE ----"i>--- REDUCER OR INCREASER EXISTING STRUCTURE OR FACILITY • HUB DRAIN 1A-3 1A-1 P I I MOTOR OPERATOR FOR VALVES jz 1 411 STRAINER SHEET ON WHICH SHEET ON WHICH FUTURE STRUCTURE OF FACILITY ---ITH • (M = ELECTRIC, P = PNEUMATIC) 0 FLOOR DRAIN ELEVATION IS SHOWN ELEVATION IS CALLED-OUT Ell OPENING X Y ■■ TEMPERATURE CONTROL VALVE FLOOR SINK DRAIN PIPING IDENTIFICATION --ft ...... SPAN ARROW SEE PIPING SCHEDULE 1111 _ "-a_ MATERIAL GROUP NUMBER /// -- EARTH .--- CHANGE IN PIPING MATERIAL = -- n ■4 SOLENOID VALVE -0.-- -h- ROTAMETER --t- 4. .g TilcZ::T., in "4 --E1=--- BACKWATER VALVE 12" RAS (27) (ziP5 t*":.:Whlit GRAVEL/DRAINROCK/AGGREGATE BASE -X MULTIPORT VALVE - 3 WAY X PIPE SUPPORT (IN PLAN) C) '" O 1 1 PIPE DIAMETER FLUID ABBREVIATION o -poi- > > ..... BACKFLOW PREVENTER PIPE IN SECTION -. MULTIPORT VALVE - 4 WAY Q 0 PULSATION DAMPENER cm i EQUIPMENT IDENTIFICATION C 0) CL OR Q.„ CENTERLINE >i<1 , E • ] STOP GATE • - - -- --- - - -- SEE EQUIPMENT SCHEDULE/SPECIFICATIONS a) FLOAT OPERATED VALVE 2 P.E. OR R. PROPERTY LINE CD E--.0--3 SLIDE GATE EQUIPMENT DESIGNATOR EQUIPMENT NUMBER Fn R/W RIGHT-OF-WAY LINE w NEEDLE VALVE a 2 ESMT EASEMENT LINE 12MAU-05 w r-e---1 SLUICE GATE I-- >- u) TEMP ESMT TEMPORARY EASEMENT LINE 111,- PRESSURE RELIEF VALVE (I) ■■ AREA NUMBER -J 0 GATE VALVE, BURIED WITH VALVE BOX O ---- G ---- UTILITIES 0 NIN•111111•111,111 m w G GAS LINE (SIZE NOTED WHERE ANGLE VALVE ® DISCIPLINE SPECIFIC SYMBOLS ARE SHOWN ON THE DISCIPLINE = O LARGER THAN 3-INCH) BUTTERFLY VALVE, BURIED GENERAL DRAWINGS. 4. HP GAS HIGH PRESSURE GAS -1.1 WITH VALVE BOX 2" W WATER LINE (SIZE INDICATED) C FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY a) TEL UNDERGROUND TELEPHONE 0 27" SS SANITARY SEWER (SIZE INDICATED) E % HVAC HIGH VOLTAGE AC POWER LINE . ECCENTRIC PLUG VALVE, BURIED STANDARD SYMBOLS. REV 021402 -( -- -0- --i> HOSE BIBB (H/B) WITH VALVE BOX z w OHW OVERHEAD WIRES 6 27" SD STORM DRAIN (SIZE INDICATED) • LUBRICATED PLUG VALVE, BURIED LEGEND FOC FIBER OPTIC CABLE E WITH VALVE BOX COMM COMMUNICATIONS CABLE -.4.-.1 ri---,41-. "I INJECTOR OR EDUCATOR O x X X x FENCE (NEW) X GATE VALVE -6 I I EXISTING (LT. GRAY) 0 .0 X X X X FENCE (EXISTING) (LT. BROWN) .7. a AIR VACUUM AND AIR RELEASE ASSEMBLY I\H"--- BUTTERFLY VALVE ------------ WATER COURSE NEW a ca PROP 0 8 TRAIL OF DIRT ROAD DEMOLISH 0. --1111111111F- PIPE ANCHOR 101 ECCENTRIC PLUG VALVE p. 4,0 INA.. A 5 125 ---- MAJOR CONTOUR LINE (NEW) NEW (SPECIAL) .'' 44 50407 = - 125 MAJOR CONTOUR LINE (NEW) I.1 LUBRICATED PLUG VALVE LL OREGON -0, 125 MAJOR CONTOUR LINE (EXISTING) v' 40), 9, 20 .c.e‘>1. 411111.111111. VEGETATION )1( GLOBE VALVE Al. eLuo° EXPIRES: 12-31-07 cN) , cc) 0 SCALE WARNING SUBMITTED BY co GENERAL SHEET: 5 OF 59 LO 0 I DESIGNED MWH S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY 6 I . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE (0 ) M W H DWG: 000-G-005 Z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION STANDARD SYMBOLS - ,r3 O NOT MEASURE I" Our commitment is cleat. --) , THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 FIELD TEST REQUIREMENTS PIPING MATERIAL SCH (SEE NOTE 4 AND GENERAL NOTE AT RIGHT) LIST OF SAMPLE LINES PIPING MATERIALS (SEE SCH AT RIGHT) (SEE NOTE 3 AND NOTE 4) GROUP PIPE(SEE NOTE 13) FITTINGS VALVES, 6"AND SMALLER(SEE NOTE 1, 11 & 16) 0 FUNCTION o¢ NO PIPE SAMPLE POINT EXPOSED PIPING BURIED PIPING c o (SEE NOTE 14) (SEE NOTE 13) 1 STEEL,ASTM A53, SCH 40, 2 1/2 "AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, BRONZE,THREADED, GATE: CRANE 428 UB OR STOCKHAM B-105. DESIGNATION w THIS LIST INCLUDES SOME LINES ( ) ( ) MINIMUM LEAKAGE BLACK, 150 PSI OR STEEL,ANSI B16.9, BUTT-WELDED. GLOBE: STOCKHAM B-37. CHECK: CRANE 37 OR STOCKHAM ai BLACK WELDED. BANDED, , , ' o NOT USED IN THIS PROJECT TEST TEST (NOTE : YARD PIPING FOR HS AND HR PIPES 3"AND LARGER, CAST IRON,ANSI B16.1, 125 PSI FLGD OR B-319. STEEL, LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 NOT USED NOT USED co m 2" DIA 214" DIA 2" DIA 2i. " DIA PRESSURE MEDIUM ALLOWANCE ( o° < AND AND AND AND PSI (SEE NOTE 2) SHALL BE PRE-INSULATED PIPES PER MECH CPLG. OR SERCK-AUDCO LSW 144 GG. ECCENTRIC PLUG: DEZURIK N SMALLER LARGER SMALLER LARGER SPECIFICATION 02550) SERIES 118 OR KEYSTONE 514. BALL: JAMESBURY FIG 351 OR z WATTS B-6080 c~v BP BYPASS -- 8 -- 8 25 WATER (A) 2 STEEL,ASTM A53, SCH 40, 2 1/2"AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, 2 1/2"AND SMALLER, ECCENTRIC PLUG, SYNTHETIC RUBBER WELDED, GALVANIZED BANDED, GALVANIZED 150 PSI. 3"AND LARGER, CAST IRON, FACED: DEZURIK 118S OR KEYSTONE 541. BALL: JAMESBURY ANSI B16.1, 125 PSI FLGD OR MECH CPLG. FIG 351 OR WATTS B-6080. 3"AND LARGER, ECCENTRIC PLUG, CS CAUSTIC SODA 16 16 16 16 125 WATER (A) SYNTHETIC RUBBER FACED: DEZURIK 118F OR KEYSTONE 580. o GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED ° CST CAUSTIC SODA TUBING a 33 - 17 - 125 WATER (A) 3 STEEL,ASTM A106 OR A53, FORGED STEEL,ANSI 616.11, SOCKET WELDED OR THREADED, CAST IRON, LUBRICATED PLUG: NORDSTROM FIG 214 OR 305 OR SCH 80, SEAMLESS, BLACK. BLACK,2000 PSI, OR STEEL,ANSI B16.9, BUTT-WELDED, SCH 80. SERCK-AUDCO MSW 544 GG. TYPICAL PIPE DESIGNATION: DF DIGESTER FEED -- 26 -- 26 125 WATER (A) MATERIAL GROUP NUMBER 0 4 SAME AS GROUP NO. 1 CAST IRON,ANSI B16.12, THREADED, DRAINAGE PATTERN. (SEE NOTE 12) JUW(24) DG DIGESTER GAS -- 14,32 -- 14,32 125 AIR (q) 5 WELDED STEEL,AWWA C200, (SEE NOTE 15) WELDED STEEL, FABRICATED,AWWA C208, (SEE NOTE 15). AS INDICATED ON DRAWINGS • .°'c DSL DIGESTED SLUDGE -- 26 -- 26 125 WATER (A) 6 STEEL,ASTM A106, OR A53, STEEL,ANSI B16.9, BUTT-WELDED. CAST IRON,ANSI B16.1, 125 PSI, CAST IRON, FLGD, LUBRICATED PLUG: NORDSTROM FIG 143 OR PIPE DIAMETER FLUID ABBREVIATION o T SCH 40, SEAMLESS, BLACK. FLGD. FORGED STEEL, SOCKET WELDED,ANSI B16.11, 2000 PSI SERCK-AUDCO MSW 133 GG. s EA EXHAUST AIR -- 5 -- 5 NOTE 8 AIR (D) OR STEEL,ANSI B16.5, 150 PSI FLGD. U 7 SAME AS GROUP NO. 2. MALLEABLE IRON,ANSI B16.3,THREADED, BANDED, BRONZE THREADED, GLOBE: CRANE 212P OR STOCKHAM ai FA FOUL AIR -- 15,18 -- 15, 32 10 AIR (A)(D) GALVANIZED, 300 PSI. B-62 OR B-32T. BALL: JAMESBURY FIG 351 OR WATTS B-6080 NOTES: N -- -- 125 WATER (A) � CHECK: CRANE 27 OR STOCKHAM - FM FORCE MAIN 8,26 8,26 25 { ) GENERAL NOTE• 8 WELDED STEEL,AWWA C200. WELDED STEEL,AWWA C208, FABRICATED. AS INDICATED ON DRAWINGS. ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON THIS SHEET FOR A GIVEN FLUID SERVICE, FSP FIRE PROTECTION SPRINKLER SYSTEM NOTE 10 NOTE 10 NOTE 10 NOTE 10 NOTE 9 WATER -- g SAME AS GROUP NO. 1. 2 1/2"AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, ECCENTRIC PLUG: DEZURIK SERIES 118 OR KEYSTONE 541. CONTRACTOR SHALL PROVIDE ONLY THE PIPE MATERIAL BANDED, BLACK, 150 PSI. 3"AND LARGER, STEEL,ANSI B16.9, CHECK: CRANE 336E OR MILWAUKEE 544. BALL: JAMESBURY GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR H HYPOCHLORITE 16 16 16 16 125 WATER (A) BUTT-WELDED FIG 351 OR WATTS B-6080. THAT FLUID SERVICE. 10 SAME AS GROUP NO. 3. 1-1/4"AND SMALLER, FORGED STEEL,ANSI B16.11,THREADED OR SEMI-PLUG AND YOKE TYPE OR BALL FOR CHLORINE SERVICE, NOTE 1 HOR HYDRAULIC OIL RETURN 29 -- 29 3000 WATER (A) SOCKET WELDED, BLACK, 3000 PSI, WITH FLGD AMMONIA FORGED CARBON STEEL PROPRIETARY NAMES HAVE BEEN QUOTED FOR UNIONS. 1-1/2"AND LARGER, STEEL,ANSI B16.9, BUTT-WELDED OR IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS HOS HYDRAULIC OIL SUPPLY 29 -- 29 3000 WATER (A) FLGD, SCH 80 WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE SPECIFICATIONS. (A) 11 DUCTILE IRON,ANSI A21.51, (AWWA C151) OR DUCTILE IRON OR CAST IRON,ANSI A21.10, OR AWWA C110, BELL GATE,AWWA C500, '0' RING SEALS, MECH JT ENDS: MUELLER HPA HIGH PRESSURE AIR 24 24 - - 175 AIR ( ) CAST IRON ANSI A21.6, 150 PSI, BELL AND AND SPIGOT, MECH CPLG, FLGD OR MECH JTS, 250 PSI, A-2380-20 OR CLOW F-5065. BUTTERFLY: AWWA. ECCENTRIC NOTE 2 SPIGOT, MECH JTS, MECH CPLG, OR 125 PSI (PRESSURE RATING) 12"AND SMALLER, 150 PSI, (PRESSURE PLUG: DEZURIK SERIES 118 OR KEYSTONE 541. BALL: PRATT OR LEAKAGE ALLOWANCE IS AS FOLLOWS: HR HOT WATER RETURN 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) FLGD (TYPICAL SERVICE-WATER LINES) RATING) 14"AND LARGER, WITH 125 PSI ANSI 816.1 FLANGES. APCO-WILLAMETTE.. (A) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE. HS HOT WATER SUPPLY 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) 12 WEIGHT, BEL�AND ANSI/ASTM A-74, OR HUBLESS.SERVICE SPIGOT OR SOIL, AT THE OPTION OF THE CONTRACTOR,D AS INDICATED ON DRAWINGS. (B) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE RACTOR FOR UNBURIED PIPE AND NOT MORE THAN 0.02 AT THE OPTION OF THE CONTRACTOR, DUCTILE IRON (GROUP NO 11)MAY BE SUBSTITUTED. GALLON PER HOUR PER INCH DIAMETER PER HT HYPOCHLORITE TUBING 33 - 17 - 125 WATER (A) DUCTILE IRON (GROUP NO. 11)MAY BE 100 FEET OF BURIED PIPE. SUBSTITUTED (C) PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE THAN 0.15 GALLON PER HOUR PER INCH HW HOT WATER 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) 13 CORROSION RESISTANT(HIGH SILICON CORROSION RESISTANT(HIGH SILICON CONTENT)CAST IRON, -------- OF DIAMETER PER 100 FEET OF PIPE CONTENT)CAST IRON, SERVICE WEIGHT, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS. (D) PIPES SO DESIGNATED SHALL NOT SHOW A LOSS HWE HEADWORKS EFFLUENT -- 8 -- 8 125 WATER (A) BELL AND SPIGOT OR HUBLESS. OF PRESSURE OF MORE THAN 5 PERCENT (E) PIPE SO DESIGNATED SHALL NOT SHOW A LOSS IA INSTRUMENT AIR 24 2 24 2 125 AIR (A)(D) 14 STAINLESS STEEL,TYPE 316, STAINLESS STEEL,TYPE 316 ANSI B16.3, SCREWED, 150 PSI, STAINLESS STEEL, BALL, FLGD: WATTS SERIES 2500 OR OF VACUUM OF MORE THAN 4 INCHES MERCURY ASTM A312, SCH 40S. ANSI B16.9, BUTT-WELDED, SCH 40S, OR 150 PSI FLGD. JAMESBURY TYPE A/D150F. CHECK: LADISH 5272 OR COLUMN CRANE 377 OR AS SHOWN ON DRAWINGS. LSP LANDSCAPING SPRINKLER SYSTEM 2,16 2,16 2,16 2,16 NOTE 7 -- -- NOTE 3 ' 15 STAINLESS STEEL,TYPE 316, STAINLESS STEEL,TYPE 316 ANSI B16.9 BUTT-WELDED STAINLESS STEEL,AS INDICATED ON DRAWINGS. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST ASTM A312, SCH 10S. SCH 10S OR 150 PSI FLGD. REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS. NG NATURAL GAS 9 9 , 9,32 9,32 NOTE 7 AIR -- , 16 POLYVINYL CHLORIDE, SCH 80, POLYVINYL CHLORIDE, SCH 80, NORMAL IMPACT, SOCKET POLYVINYL CHLORIDE, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT NOTE 4 NPW NON-POTABLE WATER 2,24 2,11,24 2,24 2,11,19,24 125 WATER 2,11,24(A) 19(B) NORMAL IMPACT. ASTM D1785 SOLVENT WELD JTS,ASTM D2467. SOLVENT SHALL BE CHECK: NIBCO/CHEMTROL, HILLS-MCCANNA OR R&G SLOAN MFG. 170-SUBSTITUTIONS UNLESS ACCEPTED BY THE COMPATIBLE WITH FLUID SERVICE ENGINEER PER THE SPECIFICATIONS. • OF OVERFLOW -- 16 -- 8 25 WATER (A) 17 POLYPROPYLENE,ASTM D4101, POLYPROPYLENE, SCH 40, DRAINAGE TYPE WITH HEAT NOTE 5 SCH 40, WITH HEAT FUSED JTS. FUSED SOCKET JTS. PIPING GROUP NUMBER SHOWN THUS *SHALL BE OSD ODOR SCRUBBER DRAIN 16 16 - - NOTE 6 WATER (C) INSULATED. SEE PIPING SECTION OF SPECIFICATIONS 18 FIBERGLASS REINFORCED PLASTIC, FIBERGLASS REINFORCED PLASTIC, FILAMENT-WOUND, PLASTIC LINED, FLGD. FLANGES TO MATCH 150 PSI FOR INSULATING MATERIALS. PA PLANT AIR 14 14 14 14 150 AIR (A)(D) ASTM D2996, FILAMENT-WOUND, SOCKET SOCKET ENDS,ADHESIVE BONDED, OR FIBERGLASS FLGD. ANSI B16.5 DIMENSIONS, OR AS INDICATED ON DRAWINGS. AND SPIGOT ENDS,ADHESIVE BONDED. NOTE 6 ' STATIC WATER TEST WITH SURFACE 5 FEET ABOVE c PD PLANT DRAIN 2 8,12,17,28,32 2 8,12,17,28,32 NOTE 6 WATER 2,8(A) 12,17,28(B) 19 POLYVINYL CHLORIDE PRESSURE PIPE CAST IRON, 150 PSI, FOR POLYVINYL CHLORIDE PIPE,AWWA C110 SAME AS GROUP NO. 11. HIGH POINT OF PIPE. -v - ASTM D2241 WITH BELL AND SPIGOT JTS. CEMENT MORTAR LINED,AWWA C104. co I NOTE 7 • P! PLANT INFLUENT -- 26 -- 26 NOTE 6 WATER (B) 20 NOT USED INSPECTION AND TESTING SHALL BE IN ACCORDANCE U -- __ 21 NOT USED WITH APPLICABLE PLUMBING CODE. U PSL PIPE SLEEVE 16 16 16 16 NOTE 7 O 22 REINFORCED CONCRETE, PVC LINED, NOTE 8 o NO APPARENT LEAKS UNDER NORMAL OPERATING E. PO PLANT OVERFLOW 2 8 2 8,28 NOTE 6 WATER 2,8(A)28(B) ASTM C76 MODIFIED, BELL AND SPIGOT CONDITIONS. PW POTABLE WATER 16,24 16,24 2,24 2,11,19,24 125 WATER 16(A) 23 REINFORCED CONCRETE, NOTE 9 •a ASTM C76 MODIFIED, BELL AND SPIGOT INSPECTION AND TESTING SHALL BE IN ACCORDANCE © (TYPICAL SERVICE-CULVERTS) WITH APPLICABLE NATIONAL FIRE PROTECTION z RE/IRR RECLAIMED WATER/REUSE/IRRIGATION -- 19 -- 19 75 WATER (A) ASSOCIATION STANDARDS. (9 24 COPPER,ASTM B88, TYPE K, WROUGHT COPPER OR CAST BRONZE,ANSI 616.22, SOLDER JOINT, BRONZE, SOLDER JOINT, GLOBE: CRANE 1310 OR STOCKHAM E5 SOFT TEMPERED WHERE BURIED, 150 PSI,OR COMPRESSION FITTINGS. (FOR OXYGEN PIPING USE B-14T. CHECK: CRANE 1342 OR 36, OR STOCKHAM B-309 OR NOTE 10 IA• RS RAW SEWAGE -- 26 -- 22,26 NOTE 6 WATER (C) HARD TEMPERED WHERE EXPOSED, SILVER SOLDER, FOR COMPRESSED AIR PIPING USE 95-5 B-345. GATE: CRANE 426 OR STOCKHAM B-104 OR B-105. PIPING MATERIALS SHALL BE IN ACCORDANCE WITH TIN-ANTIMONY SOLDER) NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. w RWL RAINWATER LEADER 2,4,12 2,4,12 2,12 2,12 NOTE 7 _.} 25 STEEL,ASTM A106 OR A53, SCH 40, STEEL,ANSI B16.5, 150 PSI FLGD, PVDF OR PTFE LINED CAST STEEL PLUG, DIAPHRAGM OR CHECK, 150 PSI FLGD, NOTE 11 u) SA SAMPLE LINE (SEE LIST AT RIGHT) 16,18,24 -- 16,18,24 -- 125 WATER (A) SEAMLESS, BLACK, PVDF OR PTFE LINED PVDF OR PTFE LINED. FOR VALVES 8"AND LARGER SEE VALVE U 26 SAME AS GROUP NO. 11 (TYPICAL SERVICE- SAME AS GROUP NO. 11. ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK 118F SCH FOR SPECIAL VALVES SEE SPECIFICATIONS. w SD SANITARY DRAIN AND VENT 4,12 12 12 12 NOTE 7 -- -- SLUDGE AND SEWAGE LINES) OR KEYSTONE 580. SWING TYPE CHECK: CRANE 383 OR NOTE 12 POWELL FIG 559. BALL: PRATT OR APCO-WILLAMETTE. = CHANGE IN PIPING MATERIAL GROUP NUMBER IS SDR STORM DRAIN -- 8,27 -- 23,27 NOTE 6 WATER 8(A)28(B)22(C) 27 POLYVINYL CHLORIDE GRAVITY SEWER PIPE, POLYVINYL CHLORIDE,ANSI/ASTM D3034, BELL AND/OR SPIGOT. INDICATED THUS: C ASTM D3034, BELL AND SPIGOT. NOTE 13 a) SPD SUMP PUMP DISCHARGE 2,32 26,32 2,32 26,32 50 WATER (A) FOR PIPE LINING AND COATING, SEE SPECIFICATIONS. 28 REINFORCED CONCRETE,AWWA C302, CLASS- SAME AS GROUP NO. 8. AS INDICATED ON DRAWINGS. O SR SEPTAGE RECEIVING PIPE -- 30 -- 30 125 WATER (A) SEE DRAWINGS. (TYPICAL SERVICE- NOTE 14 Z PRESSURE PIPELINES} Li) EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE __ -- -- __ FORGED STAINLESS STEEL,ANSI B16.11 THREADED STAINLESS STEEL, BALL, FLANGED, LADISH NO. 4202 OR WITH SPECIFICATIONS. COLORS TO BE SELECTED BY SS SANITARY SEWER 12, 26,27 12,26,27 NOTE 7 29 ASTM A312, SCHEDULE 160S 316, ANSI B16.11, SOCKET WELDED,ANSI 816.5, FLANGE JAMESBURY TYPE�A/D150F, CHECK,LADISH NO. 5272 OR ENGINEER. NO TEST 3,000 PSI SCH, 160S STOCKHAM FIG 15 SF 316, RATED FOR 3,000 PSI - -- - . SU STRUCTURE UNDERDRAIN - - 20 REQD ' NOTE 15 0 30 SAME AS GROUP NO. 11, GLASS-LINED OR SAME AS GROUP NO. 11, GLASS-LINED OR STEEL,ANSI B16.9, SAME AS GROUP NO 26. PIPING FOR EA(EXHAUST AIR)SHALL BE LINED AND a°i SUC STRUCTURE UNDERDRAIN COLLECTOR -- 12 -- 12 NOTE 6 WATER (C) STEEL ASTM A53, SCH 40, GLASS LINED SCH 40, GROOVED WITH MECH CPLG, GLASS-LINED. COSTEM ACCORDANCE WITH SPECIFICATIONS 09800. a 2-le AND SMALLER, STEEL,ASTM A106 OR 2-li�"AND SMALLER, FORGED STEEL,ANSI 816.11, SOCKET WELDED CAST IRON, LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 N UW UTILITY WATER(NON-POTABLE WATER) 2,24 2,11,24 2,24 2,11,19,24 125 WATER 2,11,24(A) 19(B) 31 A53, SCH 80, SEAMLESS, BLACK. 3"AND OR THREADED, BLACK, 2000 PSI, OR STEEL,ANSI B16.9, ORSERCK-AUDCO LSW 144 GG OR MSW 133 GG. NOTE 16 0 o LARGER DUCTILE IRON,ANSI A21.51 BUTT-WELDED SCH 80, 3"AND LARGER, DUCTILE IRON OR FOR VALVE ENDS, SEE GO PROP `- V VENT -- 16 -- 15 10 WATER (D) (AWWA C151)OR CAST IRON ANSI A21.6 CAST IRON,ANSI A21.10 OR AWWA C110, MECH COUPLING OR SPECIFICATIONS c.� tz 4 I N4►8 `f0 yOR A21.8 MECH CPLG OR 125 PSI FLGD. 125 PSI FLGD. _ D 50407 c'• 32 POLYETHYLENE PIPE AND TUBING, HEAT FUSION FITTINGS, PE 3406, PE 2306, PE 2406 POLYETHYLENE BALL VALVES APPROVED BY PLUMBING CODE, UNLESS A ai ASTM D 2513, DR FOR YARD PIPING PER AS INDICATED ON DRAWINGS. IL PLUMBING CODE. OREGON (*SEE NOTE 5) 33 REINFORCED PVC TUBING POLYETHYLENE BARBED FITTINGS WITH S.S HOSE CLAMPS J „` �' P'� REF , '' "` , Al.q GLUM '� p►PPRa�CO � EXPIRES: 12-31-07 N REV 031004 - o el SCALE WARNING SUBMITTED BY GENERAL SHEET: 6 OF 59 in o 14 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 )r DURHAM WASTEWATER TREATMENT FACILITY ° NONE ( . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-G-006 z IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION PIPING SCHEDULE , THEN DRAWING IS NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Out commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 3 oi O t0 O O N i z Q 7 N. N iti cu — — —CHEMICAL BUILDING • ° (WORK AREA 1) EXISTING HYPOCHLORITE 0 a. TANKS TO REMAIN cn P rHEADWORKS BUILDING- 1 ST-12014 ST-12015 zri (WORK AREA 2) a 0 N , _ .L 0 DEMOLISH OLD NEW HYPOCHLORITE CD HYPOCHLORITE TANK TANK NEW HYPOCHLORITE CS TUBING RUNS THROUGH NEW CST TRANSFER PUMP i CS HEADWORKS AND EXISTING PVC CONDUIT g10P4106 810P4103 BUILDING ''T ,� T �'' Lv.'_ -- ' °r c-''' '" SCRUBBER r SEE NOTES 2 AND 3 -� I I I NEW CAUSTIC r ST-355 200ST4103 . CST • 810ST4101 810ST4102 HT UNLOADING PORTS I 44 OS-354 = I 1 C� , . --CS-- ST-12021 ST-12022 ■ CS al pH ORP OSD— EXISTING HYPOCHLORITE LOADING PORT AT . . H HEADWORKS CHEMICAL H .11 • LOADING AREA ( 810P4105 EXISTING POLYMER DRAIN TANKS CONVERTED 200P4109 ) -.. ' -1 C 810P4104 D CS ( 810P4102 TO CS STORAGE r ___.a • , r_ - _H ,— -, ( 810P4101 PUMP SCRUBBER H ° fit,, T 4\ T 4\ DRAIN TO HEADWORKS 200P4107 s— — -H I ( INFLUENT CHANNEL , (., 200P4108 'isr � � � ii r - - CS_ _ _>. _ _ _ _ _ _ .r OS-12001 CHEMICAL I BUILDING r ._ _ _CS_ w _ _� i pH QRP OSD-- SCRUBBER I r r r r I r EXISTING HYDROXIDE TANK TO BE REMOVED AFTER ° - - 4 TO PRIMARY o NEW FEED SYSTEM IS ' CLARIFIERS OPERATIONAL TDRAIN CD L r 0 -- r F-- i I {-PRIMARY CLARIFIER 3- - 0) (WORK AREA 3) 9 , V U 0 o r NOTES: -6 C c r 1. THIS DRAWING IS INTENDED TO FUNCTION AS AN OVERVIEW o� OF THE PROJECT LIQUID PROCESS. IT DOES NOT IDENTIFY ALL COMPONENTS OF THE EXISTING LIQUID SCHEMATIC. z ` - - 4.- 2. HYPOCHLORITE TRANSFER PUMP TUBING IS 1" PVC TUBING w CONTAINED INSIDE 2" RIGID PVC SLEEVE. ° r'' ``� m T 4' T T 3. CAUSTIC SODA TUBING (CST) IS 1/2" PVC TUBING CONTAINED w I- INSIDE 2" RIGID PVC SLEEVE. 4. CAUSTIC AND HYPOCHLORITE TO PRIMARY CLARIFIER SCRUBBER v 05-402 *‘.** "----- COMBINE AT THE CHEMICAL BUILDING AND UTILIZE A SINGLE 1/2" LARIAFIER PVC TUBE INSIDE A 2" RIGID PVC SLEEVE TO THE SCRUBBER. w C I 0 pH OSD— SCRUBBER 5. SEE DRAWING 000-G-003 FOR A DESCRIPTION OF WORK AREAS. -0 c a) E % 0 z w DRAIN LEGEND E Ca —° EXISTING . (LT. GRAY) .o ' (LT. BROWN) L 5 a NEW N 0 &- DEMOLISH FS' ix* co NEW (SPECIAL) w 50407 ` . REFERENCE .1°,,._. o- MOON NOT APPROVED WITII I I iv, 1,F . , % Si 9 20' ,se 4 BLUO° EXPIRES: 12-31-07 N r o SCALE WARNING SUBMITTED BY r co 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 P DURHAM WASTEWATER GENERAL SHEET 7 OF 59 ER TREATMENT FACILITY z NONE IF THIS BAR DOES C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE 1 Water Services DWG: 000-G-007 1" DRAWN C can e s PHASE 4 EXPANSION LIQUID PROCESS PARTIAL SCHEMATIC o NOT MEASURE 1 K. MALLON 65118PE 1/18/06 Out commitment is cleat, DATE: 18-JAN-2006 THEN DRAWING IS MWH ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 CIVIL GENERAL NOTES CIVIL SYMBOLS G PROPOSED IMPROVEMENT 123.25 FINISHED ELEVATION 0 1. OREGON LAW REQUIRES FOLLOWING RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION o CENTER. THESE RULES ARE SET FORTH IN O.A.R. 952-001-0010 THROUGH 952-001-0090. 23.2 15 EXISTING ELEVATION 0 YOU MAY OBTAIN THESE RULES BY CALLING THE CENTER. THE CENTER BUSINESS NUMBER IS EXISTING IMPROVEMENT N z (503) 232-1987. ONE OF THE REQUIREMENTS OF THESE RULES IS THAT EXCAVATORS MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, EXISTING IMPROVEMENT TOP ///// ED N BEFORE COMMENCING AN EXCAVATION. DEMOLISHED OR j ' 1 1 1 1 I 1 I 1 I 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL EXISTING CUT OR FILL SLOPE a UTILITIES IN AND AROUND THE AREAS OF NEW CONSTRUCTION. THE CONTRACTOR SHALL SOIL BORING a POTHOLE FOR EXISTING UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS HI I I I OF CONNECTIONS. BENCH MARK TOE 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM A AVAILABLE RECORDS. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY A HORIZONTAL AND VERTICAL _—_GB_——— GRADE BREAK J FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL CONTROL POINT a) VERIFY ALL LOCATIONS AND EVATIONS AND SHALL TAKE ALL PRECAUTIONARY MEASURES o NECESSARY TO PROTECT UTILITY LINES WHETHER SHOWN OR NOT SHOWN. DETECTOR LOOP ————R———— RIDGE LINE 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT _ —— CUT/FILL OR 0 EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS _———C/F — DAYLIGHT LINE DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. FLOW LINE -.t - - - ....E---- 5. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 36-INCHES COVER ON ALL PIPELINES UNLESS STRUCTURE, TANK OTHERWISE SHOWN OR DIRECTED. OR BUILDING S=0.0123 . - SLOPE ON PAVED SURFACE 6. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND MANHOLES TO FINISHED 3:1 BERM SLOPE GRADE UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET (HORIZ. TO VERT) ONE FOOT ABOVE GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS. ::: :::::::::::: :::: :::::: :.: :: ASPHALT CONCRETE PAVING .......: ::::::::::: :::::::: (IN PLAN) BURIED ACCESS MH 7. SEE SPECIFICATIONS FOR REMOVAL/ SALVAGE OF DEMOLISHED FACILITIES. ..L. (IN PLAN) LOCATE ON SIDE SHOWN. 8. COORDINATE WORK ASSICIATED WITH CONNECTING OR MODIFYING UTILITIES WITH THE iii `✓i�ii,✓i��,�i TURF STONE PAVERS APPROPRIATE UTILITY AGENCY PRIOR TO PERFORMING THE WORK. i,�/i i��✓i�i,,�✓ �i�i�i,� (IN PLAN) BURIED ACCESS MH 9. SEE MECHANICAL DRAWINGS FOR PIPING INSIDE STRUCTURES. _ _ _ _ b I (IN PROFILE). _ °' °' °' CONCRETE PAVING OR • . •• . • • •• PERVIOUS CONCRETE PAVING ii . ' .' . .. . .. (IN PLAN) II AV/AR VALVE (IN PROFILE) ANY/AWA\\WvAV/i) EARTH I N SECTION) ( ) AV/AR VALVE (IN PLAN) A\\\//A"\\\/1�\\\iAm/A\ . 1 t -III 111::1111= COMPACTED EARTH IN PROFILE I (IN SECTION) a AIR VALVE ( PROFILE) -! ! i I I I 1 1 1 f Ji- AIR VALVE LOCATE ----C----CONCRETE CURB ON SIDE SHOWN (IN PLAN) - f CONCRETE CURB AND 1 J- i BLOWOFF (IN PROFILE) GU DROP INLET CATCH BASIN BLOWOFF (IN PLAN) LOCATE ON SIDE SHOWN CURBSIDE DROP INLET CATCH BASIN WITH fJ BUMPED HEAD r LOCAL DEPRESSION 9 r--------1=----j SIDE INLET CATCH BASIN U WITH LOCAL DEPRESSION _ X FENCE 0 0 0 '^� N tee► CONCRETE WALK 8 z t9 w o ' DRIVEWAY/ACCESS RAMP m -- N /6 w >- J Q U_ m W U d- v c a) E :Luz r 0 E Cu D r U N O R--. 0 N 3 -' OF i x F'SSi n50407 iii ' �A. ir. OREGON .� i'''''' %: *Y92 \ ,�'� NOTE: THIS IS A STANDARD GENERAL CIVIL ; 5 P�' SYMBOLS DRAWING. NOT ALL SYMBOLS MAY t,, "''-' �• BLUM BE USED ON THIS PROJECT. �,. EXPIRES: 12-31-07 N SUBMITTED BY o SCALE WARNING CIVIL 0 �� 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY SHEET: 8 OF 59 — (PROJECT MANAGER'S NAME) LICENSE NO. DATE GENERAL CIVIL DWG: 000-GC-001 z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION NOTES AND SYMBOLS NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION THEN NOT DTO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 CONCRETE CURB C_128 4x4-W4xW4 W4xW4 2'-0" 6" SAW CUT FULL DEPTH IF SHOWN ON PLANS (TYP) 8" 1/2" R FINISHED NEW BITUMINOUS SURFACE GRADE COURSE MATCH EXISTING AC o0 FINISHED i tt 6'. FINISHED FINISHED DEPTH OR(2)2-INCH LIFTS BITUMINOUS TACK COAT o WIDTH PER PLAN 1 f2 R ROAD c0 " R ROAD �'' GRADE 0 I R f2 SURFACE s SURFACE / OF AC MIN N f2 - 2"R . co Z 4 FINISHED ° /���,���/�,� _„__ . /2 R _ �f4" / FT SLOPE -__ ___GRADE Nr _ o �,, _-- - . a '� o.�'• �;• .l: p..p•;a — a ° ` D r p _ , D , SURFACE COURSE _ EXISTING BITUMINOUS c\l r ti �� D., . . . BASE AND - 12" BITUMINOUS ,p. •IA•, .LIF. R","". � ' oo... .o cU ° L PRIME COAT 12 .- r 1440;8o .o.a000 0 0.oo& ." 00 o SUBGRADE o 0 L ai I :;;;•;'•,• °°. ':'00°°°° oo�` �pO"°�o (TO MATCH ° ° _r ••.:•$: '°. °'....0.00 °°"� o°°° ADJACENT ° 3000 PSI FIBER I 1 PAVING) 3000 PSI FIBER 10 0 r I REINFORCED CONCRETE CONCRETE D a. r TYPE 1 TYPE3 O°r 0 Q�° ♦Y`1t' Yrt`,C�)ir�rl�li`,tr�r,`,i rQ'l�tr C►fir ,1 �t NOTES: ,bc��o•10 o eoV:)4�oqb8C5•w;� - -t- t-t_,;,t-S,'5 ,'j, - �,.r�t3,- it-'C;: oOQQ �o�0•%Oo°OS%Ooo01%O000o%� 1 APPROX (" )\ ,,5 \ ‘5-;5;- ; t)&' .n , NOTES: a .o .. oo .w o ••• °° •w� ;%, > r,`y,,z;,)�,cio.4. -,c ar. ''".0 1 r,C \ Y,t r� Q ,l r,C �,l r,c I! '•.to) O.O,w •.-•,w '1 c,-:,)^ r CI,. ^ r �-Cl,. ^` ..,r ,'�1.. t!- -c r ,fit„, 1. EXPANSION JOINTS OF PREMOLDED JOINT FILLER SHALL BE PLACED '�,7 , r , ,C ,-�, �2 2 -Q �w�wil w•►�wI••w�wl� ,�.h_ �,;�.n-.a...�4.'`'�= "= '`''r��'`_�' '`r '- ' ,," - l " AT 24'-0" MAXIMUM SPACING, AND WHEN ABUTTING EXISTING CONCRETE '4 tt R 1. EXPANSION JOINTS OF V2" PREMOLDED JOINT FILLER - OR FIXED STRUCTURE. 8" f2 SHALL BE PLACED AT 50'-0" SPACING AND WHERE , ri H -111 I i I I] L. I. I 11 a o CURB AND GUTTER BUTTS OTHER CONCRETE STRUCTURES. ' 2. SCORE LINES AT RIGHT ANGLES TO CENTERLINE SHALL BE MARKED AT 11/2" R ' 6', GRADE D I I. I. 1 1. O 60" INTERVALS. ON WALKS EXCEEDING SIX FEET IN WIDTH, A 2. ALL EXPOSED SURFACES OF CURB SHALL BE GIVEN CONTINUOUS SCORE LINE SHALL BE MARKED ON THE CENTERLINE. FINISHED 2„R A MORTAR BRUSH COAT CONSISTING OF ONE PART ROAD fl //�� ���`� PORTLAND CEMENT, AND THEN TROWELED SMOOTH. o SURFACE - EXISTING AGGREGATE BASE COURSE 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL FINISH REQUIREMENTS. r. . ° �I © 3. SCORE AT RIGHT ANGLES AT 10'-0” OC. NEW AGGREGATE TO BE PROTECTED AND REMAIN • ' Q ' ' BASE COURSE UNDISTURBED TO PREVENT LOSS 4. WITH THE APPROVAL OF THE ENGINEER, FIBER REINFORCED CONCRETE _ T_ A t,° ° ° OF DENSITY AND SUPPORT UNDER MAY BE USED, AND THE REINFORCING SHOWN ABOVE MAY BE OMITTED. co , p ' , p . , p r EXISTING BITUMINOUS PAVEMENT WHERE DRIVES CROSS SIDEWALKS, THE REINFORCING SHALL REMAIN. ! _ - CONCRETE SIDEWALK 3000 PSI FIBER CURB AND GUTTER C-120 REINFORCED CONCRETE C-128 ASPHALT PAVEMENT JOINT DETAIL REV 040302 TYPE 2 TYPES 1, 2, AND 3 REV 040302 C-134 REV 121504 NOTES: 1. TRENCH ZONE FOR ALL PAVED AREAS SHALL BE TYPE- 1 CRUSHED ROCK. 2. TRENCH ZONE FOR ALL LANDSCAPING AREAS SHALL BE TYPE-3 SELECT NATIVE. „ LANDSCAPED AREAS PAVED AREAS ,, LANDSCAPING SURFACE NEW AC SURFACE RESTORATION 3. TRENCH DEPTH SHALL BE 3-FEET BUT SHALL BE ADJUSTED TO INTERSECT WITH EXISTING RESTOATION SEE NOTE 5 EXISTING AC SLEEVE BANKS AND TO AVOID EXISTING UTILITIES AS SHOWN ON DRAWING 000-C-001. • \' \ a 4. TRENCH WIDTH VARIES WITH THE NUMBER OF CONDUITS IN THE TRENCH.ADJUST USING ��\/ THE SEPARATIONS AS SHOWN. \ ° ° ° ° ° 5. LANDSCAPING SURFACE RESTORATION SHALL INCLUDE REPLACEMENT OF GRASS OR w /\� ,><: ° ° PLANTING IN KIND FOR ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. O N /\"\A ° TRENCH 6. TYPICAL TRENCH SECTION IS TO BE USED ONLY WHERE STABLE, COMPACT SOIL I "° . ZONE CONDITIONS EXIST. IF BOULDERS OR LARGE OBSTRUCTIONS ARE BE ENCOUNTERED, z \/ ,i\/ TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN.THE ENGINEER SHOULD BE w \�/\ �\ ADVISED SHOULD THIS OCCUR. .- /\ /�\\/ 7. THE NEED FOR PROTECTIVE SYSTEMS,AND EXCAVATION SLOPES SHALL BE DETERMINED �\ \\/ \\/ ° ° • • °°° Q. w CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS. v K\s...s � \ ° ° ° ° . 0 O I- 8. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE wj °°° °° °°�_ ��° Z W APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND REGULATIONS. z ° ° ° w 0 a . 9. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER REGARDING PIPE ° DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY a ° ° \,% STANDARDS. a j DETECTABLE i 6" 8" 8" 6" \� TRACER TAPE 4 N 10.UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT BE STEEPER �/\ I 0 THAN ALLOWED BY APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS SPRING LINE / � < \�\ 0 AND REGULATIONS, UNLESS SUPPORTING DOCUMENTATION IS SUBMITTED,ACCORDING \� Cl) TO AFOREMENTIONED SAFETY STANDARDS. '\ \\ \' i O \/�< •° ° ° ° ° . ° ° \ 2" PVC SLEEVES O 11. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED BY THE ENGINEER, \\° ° ° ° ° ° a ° °°°�/� THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTION OF THE r ��` ° ° ° �` °- i3 SPECIFICATIONS ARTICLE ENTITLED, "USE OF FILL, BACKFILL AND EMBANKMENT MATERIAL TYPES." / `�� �� �� /���//�� o a'56') 12.IF DURING CONSTRUCTION,THE WATER TABLE WILL BE DISCOVERED TO BE ABOVE THE TRENCH w TRENCH WIDTH BOTTOM,THE ENGINEER SHALL BE NOTIFIED,AND APPROPRIATE DEWATERING SHALL BE m z IMPLEMENTED TO LOWER THE WATER LEVEL BELOW THE TRENCH BOTTOM.THE BACKFILL i SEE NOTE 4 CD co ( MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTIONS OF THE SPECIFICATIONS, OR AS w ORDERED BY THE ENGINEER. 2 w TRENCH SECTION C-601 U) —J Q U_ M w I 0 c _ a3 E 5 0 z w 0 A E ol D in- v a, IF tt N 0 (/) op C5 ��� O I N �`�ir/ Q. U • 60407 c'', ui A, -•"` it OREGON (AV661 9, 20 ,NZ■‘". EFE EI '. k,.. : 'l• BLUoP NOT APPROVED 'f`Iy y } EXPIRES: 12-31-07 N G o to SCALE WARNING SUBMITTED BY CIVIL SHEET: 9 OF 59 0 �� 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 i DURHAM WASTEWATER TREATMENT FACILITY J (PROJECT MANAGER'S NAME) LICENSE NO. DATE �`� DWG: 000-GC-002 z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL 0 , THEN DRAWING IS NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DETAILS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 , 8" 6" 7TYPT- ( -YR i— - — - — - —- — - — - — - — - — - — - — — - — - — - — - — - — - —- — - — -"--- - — - — - — - —- — - — - — - — - — -—- — - — - — - — 1 2"ALUM 9 I 1 0 + + (0 2" SCH 40 PVC SLEEVE , 2" SCH 40 PVC SLEEVE 0 0 ci FOR 1" HT (TYP) I I / 2"ALUM z ---" ,h,, I CUT AND CAP EXISTING ) UTILITY VAULT . t... I I CONDUIT (TYP) CV 506-LA OR EQUAL I 6 V — - — -— - — - —- — — - — - — - — - — — — - — - — - — - — - — - — __-_. ,------ -1- - — - — —— - —- —- — - — - —- — - — - — - —- — 1 2" SPARE CO ,----" ---- c / 15 INSTALL PVC END BELL ' , a. ,v u) -- 1 if. FITTING ON ALL PVC 2" SPARE , PIPE ENDS INSIDE VAULTS i--• - — - — - —- — - — - —- — - — - -0- —- II—- — - — - — - — - —- — - - - --- -- - / ,,-- TO PREVENT TUBING DAMAGE i ..- F 0- , _t GALVANIZED ,N,\,\,N,N., 4 / (i) ACCESS HATCH i //\" 1 / - — - — -— - — - —- — - -- - — - — - — - — - — - / - — - — - — - - 2" POLYMER .c 0 \ \ \ / 1 . / /v — - – - – – – - – - -- - - -- – - - - , - -- - - – - - - - - — – - - - - - – -- - - -- - – - - - - - - - - - — - -- – - -, 2" POLYMER \ • ,/ • 4'4 . = , , NOTES: all / I. CONTRACTOR SHALL NOTIFY THE OWNER 24 HOURS IN ADVANCE OF A SEE NOTE 4 .4. . .. . . 4 a CUTTING INTO ANY EXISTING SLEEVE. OWNERS STAFF OR DESIGNATED -.I 1, is. . • .4 - , . i ,x- . . a•a ' REPRESENTATIVE SHALL BE PRESENT AS THE SLEEVES ARE CUT. = . ...................v....;) . ..4'4 i I aill 2. CONTRACTOR SHALL CUT INTO EXISTING SPARE CONDUITS AS SHOWN i AND INSTALL 36" LONG RADIUS BENDS. —-V- —-—-—- —-—-—- = , °. . j........„. .___ 3. BENDS SHALL BE ROTATED TO AVOID CONFLICT WITH ADJACENT CONDUITS. • GROUT PENETRATION —I CONTINUATION TO WITH NON-SHRINK GROUT PULL VAULT (TYP) 4'-2" (TYP) 6" (TYP) NOTES: PLAN DETAIL CONDUIT BANK I 1 1. CONTRACTOR SHALL UTILIZE PULLING SOAP FOR ALL TUBE PULLS. SCALE: 1" = 1-0" 000-C-001 2. PENETRATIONS IN OTHER VAULTS SIMILAR TO THIS DETAIL. L.--,........" 3. ALL VAULTS 6' OUTSIDE DEPTH UNLESS NOTED OTHERWISE. 4. SEE YARD PIPING PLAN FOR LENGTH OF NEW 2" PVC SLEEVE REQUIRED TO TRANSITION FROM EXISTING CONDUIT BANK TO NEW VAULT. TYP. 2 SIDES EACH VAULT. ---1 _ PLAN - TYPICAL PULL VAULT . CHEMICAL SCALE: 1" = 1-0" V . V / BUILDING t. , • N V..- ts / / / / / / 67 7 . 7 CZ Ci 9 LANDSCAPED - ZN in AREAS ,,, -- ASPHALT AREAS o o V SEE NOTE 1 O LANDSCAPED AREA a r 5 ti 7 "Ir :--.. ..--.. b::: , . . .g) t, V t N • N . • is (1) P , V CI 'i • , 7 _ V O , ' h n --•-• (7) , , •. , . b . • b A SAWCUT, DEMOLISH c:) - 4'4 . . V , 2 MOUNT WARNING SIGN ON UNDERSIDE . 4.4 ' • AND REPLACE CURB . , - - . , • 1.1.1 AS REQUIRED TO 4.4 . . 4 , • I-- OF VAULT HATCH SEE SPECIFICATIONS . , a.a , u) CONSTRUCT NEW >- • C-128 CD . 4'4 ' . PULL VAULT NN.44.F . . , . ...1 , . . C W. NAMEPLATE FOR CONDUIO TS. . 4.4 • ); SEURELY ATTACH PLATES T w 4'4 '. VAULT WALL. NAMEPLATES SHALL i . O ' BE ENGRAVED, RIGID LAMINATED I I I ,re._ PLASTIC TYPE. COLOR SHALL BE SAWCUT .....4 - c . Q G BLACK WITH WHITE LETTERS AND EXISTING AC % % i, E LETTER HEIGHT SHALL BE 1-INCH A .i> . v 0 z w 6 E RI DEMOLISH EXISTING 5'x5' CONCRETE WALK SECTION. .c 4.4 . SAWCUT ADJACENT PANELS AS REQUIRED TO FIT •a 6 , .4.4 ' . NEW VAULT 1 IN THIS LOCATION. 115 C-601 C-134 0 0 IT a. • L. 1: ' t‘. 4 KI AC TRENCH ii. 0 '"Wki4A•14.**4,'- yv)..,-•:11i..■-Cr PROTECT EXISTING HYDRANT cc%9 PROT- .1`z -cf.1.',$ ,-1'..17,cr ., .410:'' AN I/ t NOTES: , D REPAR CUT IN THIS LOCATION 0, Ix*, a .'itt . 50407 r-- 1. TOP OF VAULT 1 IN CONCRETE SIDEWALK SHALL BE FLUSH WITH FINISHED WALK SURFACE. hi A PARTIAL PLAN ir. OREGON SECTION I A VAULT 1 AT CHEMICAL BUILDING -,0 ..., SCALE: 1" = 1-0" 0 SCALE: 1/2" = I-0" i....—.. i , , 4 BLUNtO REFEENf ': , ; „ , _, EXPIRES: 12-31-07 C\I NOT APPROVED \\: G o SCALE WARNING SUBMITTED BY ce) Lf) 0 14 1 DESIGNED P BLUMANTHAL CIVIL SHEET: 11 OF 59 S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY (0 ) M IN H (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-C-002 - z AS SHOWN IF THIS BAR DOES DRAWN C KITTS _ CleanWater Services PHASE 4 EXPANSION _a VAULT DETAILS o NOT MEASURE 1" --) THEN DRAWING IS Our commitment is clear,K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 - REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 PIPING EQUIPMENT AND METER VALVE AND GATE HVAC GENERAL N ' 0 o _L GATE VALVE FHC FIRE HOSE CABINET X 12X24 RECTANGULAR DIMENSION , 12X24 = 12"X 24" ----- '---- CENTERLINE 0 CN Q --11--T--11-- FLANGED FITTING FE O FIRE EXTINGUISHER --------)�F------ BUTTERFLY VALVE 24D CIRCULAR DIMENSION, 24D =24" DIAMETER MATCHLINE MATCHLINE ti B o° BUBBLER LEVEL CONTROL 01 ECCENTRIC PLUG VALVE DIRECTION OF FLOW NEW STRUCTURE OR FACILITY • • WELDED FITTING - WOOD (ROUGH o CENTRIFUGAL PUMP, TURBINE PUMP 1'*) LUBRICATED PLUG VALVE �� DEPRESSION IN FRAMING)OR, WALLOPENING OR ----- --_-- ( EXISTING STRUCTURE OR FACILITY a. X o ► OR FAN GLOBE VALVE _...____.__- 12X24 DUCT(FIRST DIMENSION DUCT SIDE SHOWN, FUTURE STRUCTURE OR FACILITY 8 8 MECHANICAL-TYPE FITTING (GROOVED) Po SECOND DIMENSION DUCT SIDE NOT SHOWN) --------� N METERING PUMP DC( , Y OP BALL VALVE 24D DUCT(CIRCULAR, DIAMETER) ."- CHANGE IN PIPING MATERIAL -� � I SCREWED, SOCKET-WELD, PROGRESSING CAVITY, BELL AND SPIGOT OR HUBLESS FITTING --41-=Sil o POSITIVE DISPLACEMENT PUMP SAD SAD - SUPPLYAIR DUCT ROUND OR DIAMETER v, H SLEEVE-TYPE COUPLING ,-/. -ii �L U DC DIAPHRAGM VALVE FLANGED ADAPTER COUPLING BLOWER OR COMPRESSOR EAD EAD = EXHAUST AIR DUCT C SQUARE a) ill U) ! FLANGED ADAPTER-SET SCREW TYPE -0411-1_11i----411— INJECTOR OR EDUCTOR """"�"'�' 1 CHECK VALVE AT RAD RAD= RETURN OR RECIRCULATING AIR DUCT ----I EXPANSION JOINT ► CHECK VALVE 24X12 / ANGLE F/ FLAME ARRESTER 1 �___�� SUPPLY OR OUTSIDE AIR DUCT L. A III Ur ( MECHANICAL TYPE COUPLING 24X12 (FIRST DIMENSION, DUCT WIDTH) EXHAUST OR RETURN AIR DUCT ++ PIPE CALLOUT(SEE PIPING SCHEDULE) 0.11/1---- FLEXIBLE COUPLING AIR VACUUM AND PRESSURE REGULATING VALVE (FIRST DIMENSION, DUCT WIDTH) 2 PW (24) AIR RELEASE ASSEMBLY .0 -s SIZE 4. CEILING SUPPLY DIFFUSER l EQUIPMENT NUMBER(SEE EQUIPMENT -"I 11......--- UNION t CFM 100M0100 J THERMOMETER 1<-0,..-.0 BACK-PRESSURE VALVE (SIZE IN INCHES) SCHEDULE) I J , QUICK DISCONNECT COUPLER I I PIPE ANCHOR M P E ACTUATOR TYPES FOR VALVES SIZE CEILING RETURN OR EXHAUST AIR GRILLE OR CAPPED END OR PLUGGED END M = ELECTRIC MOTOR CFM REGISTER(SIZE IN INCHES, WIDTH X HEIGHT C f P= PNEUMATIC f � � . H = HYDRAULIC SIZE EXHAUST OR RETURN AIR GRILLE OR REGISTER J CFM (SIZE IN INCHES,WIDTH X HEIGHT) I BLIND FLANGE PULSATION DAMPENER T EAG = EXAUSTAIR GRILL ----< TEMPERATURE CONTROL VALVE EAR= EXHAUST AIR REGISTER RAG= RETURN AIR GRILL ---� REDUCER OR INCREASER S RAR= RETURN AIR REGISTER EXPANSION CHAMBER cf; WITH RUPTURE DISC SOLENOID VALVE SI ZE SUPPLY GRILLE OR REGISTER - CUT PIPE CFM (SIZE IN INCHES,WIDTH X HEIGHT) jz SAG =SUPPLY AIR GRILL STRAINER RUPTURE DISC �c r MULTIPORT VALVE -3 WAY SAR= SUPPLY AIR REGISTER 1 AIR TURNING VANES IN DUCT DRAIN G MULTIPORT VALVE-4 WAY -�I Y PRESSURE GAUGE MECHANICAL LEGEND - PcoTG 0••�•- PRESSURE CLEANOUT TO GRADE I FLOAT OPERATED VALVE DD DEFLECTING DAMPER.................1>Q4 i wco WALL CLEANOUT PRESSURE GAUGE ROOM THERMOSTAT EXISTING (LT. GRAY) NEEDLE VALVE wC4 WITH DIAPHRAGM SEAL (LT. BROWN) .• NEW O-- -..st= FLOOR CLEANOUT rA PRESSURE RELIEF VALVE SD SMOKE DETECTOR c FCO 0) -°• S PRESSURE SWITCH DEMOLISH 0— ckOTG CLEANOUT TO GRADE ANGLE VALVE ACCESS PANEL NEW (SPECIAL)—.Hi � COTG S 24X24 SIZE 24"X 24" Q0 HUB DRAIN 0) PRESSURE SWITCH -2 a) (�_ WITH DIAPHRAGM SEAL HOSE BIBB (H/B) BDD BACK DRAFT DAMPER E V FLOOR DRAIN a) T h FLOOR SINK 0 [ • STOP GATE CC COOLING COIL a 2 PRESSURE SWITCH AND [` ® j SLIDE GATE in U.- DRAIN TRAP GAUGE WITH WAFER TYPE HEATING COIL w PRESSURE SENSOR Ian a � f� SLUICE GATE w X PIPE SUPPORT(IN PLAN ONLY) I- 0) ■•■••■■■••1 T CONDENSATE TRAP BACKWATER VALVE MOD AUTOMATIC DAMPER, MOTOR OPERATOR -410"-"E>::—J U 2 -�►-- -'-�'- VENTURI TUBE 1" " BACKFLOW PREVENTER =: ST -7---- DUCT SILENCER OR SOUND TRAP u.1 -. -. I U NJ- _ -I M MAGNETIC METER VD VOLUME DAMPER(MANUAL OPERATION) a) E Z I ORIFICE PLATE AND FLANGES !nog� FILTER w o EEi fik LOUVER AND SCREEN a ROTAMETER ...—.. ..�.. _ .� a)o � UNIT HEATER a 0 U) 411) ���D 0P a FLOW SIGHT GLASS v �' 4 a '70A--,---A. iz OREGON -01\ 4661 9, 20 Q At BLUNT I _a _ Y EXPIRES: 12-31-07 CV ( SCALE WARNING SUBMITTED BY F T 0 �� 1 DESIGNED MWH MECHANICAL SHEET: 12 OF 59 S. D. HATTERSLEY 1/18/06 ~ r DURHAM WASTEWATER TREATMENT FACILITY 6 ° i I (PROJECT MANAGER'S NAME) LICENSE NO. DATE GENERAL MECHANICAL DWG: 000-GM-001 z NONE IF THIS BAR DOES DRAWN MWH CleanTater Services PHASE 4 EXPANSION LEGEND, NOTES o NOT MEASURE 1 Out commitment is clear. DATE: 18-JAN-2006 -' THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS AND SYMBOLS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 CONCRETE ANCHOR, PIPE CLAMP. MIN 11/2" x • FRAMING SUPPORT UNISTRUT /4 FLAT BAR. Q FRAMING SUPPORT UNISTRUT SERIES Q SERIES P-5500, GRINNELL/POWER-STRUT 4 °° • 3/4" CONCRETE - SEE SPECIFICATIONS. WHEN USED WITH PVC OR FIBERGLASS o P-5500, GRINNELL/POWER-STRUT SERIES PS-150 • p• o SERIES PS-150, OR EQUAL AT 5'-0" O.C. 4 • 04, . o ° ° o ANCHOR W/ HEX NUT AND MINIMUM i/2" DIAMETER PIPE, PROVIDE STEEL SHIELD WITH o o —'f OR EQUAL AT 5 -0 OC MAX UNLESS OTHERWISE -i MAX UNLESS OTHERWISE SHOWN ° ;; ;1 ,,,;, ° • LOCKWASHER (TYPICAL OF 4) M WITH TWO HEX NUTS 0 LOOSE FIT AROUND PIPE AT CLAMP. •p_ SHOWN ° T - ° ° D • • t, ;;I; •4 •YI;; o • D SEE SPECIFICATIONS 0 1 - -- ° ° D Z FITTING UNISTRUT SERIES P 1479, ,,,, � ADJUSTABLE LINKED o AND LOCKWASHER < FOR COPPER TUBING WRAP WITH 2 - o PIPE CLAMP GRINNELL/POWER-STRUT SERIES A - - - -�-�'=''- i;- =- WIDE STRIP OF RUBBER FABRIC 0 ° , n ___ � = GRINNELL/POWER-STRUT NO PS-756 OR OVERHEAD CONCRETE, EXCEPT RUBBER SEAL CORE DRILL HOLE THROUGH co • , 3126, UNISTRUT 2558 OR EQUAL. WHEN USED , ° , , , , EQUAL. (TYPICAL) PL '/4X 8 X 0-8' PRECAST TEE BEAMS o ° o CONCRETE WALL o • v a' r , oI ° ° o I I WITH PVC OR FIBERGLASS PIPE, PROVIDE j = MINIMUM o p o • 0 � t PIPE CLAMP UNISTRUT SERIES P-2558, ° z`�' 4 • ° 1 1 !/r�� STEEL SHIELD WITH LOOSE FIT AROUND PIPE Q ° GRINNELL/POWER-STRUT SERIES PS-3126 ° IT I PIPE THRU WALL p L. TO SUIT PIPE] ° ' AT CLAMP. FOR COPPER TUBING, WRAP WITH , , � � - 'U' BOLT GRINNELL FIG 137, TOLCO OR FLOOR 1 I 2" WIDE STRIP OF RUBBER FABRIC _ - a:-1 x © I 0 0 f- OR EQUAL (TYP). WHEN USED WITH PVC N ' •i:,' .- "� f-- - �' : ' �- PIP PROVIDE STEEL FIG 110 OR EQUAL (TYP). WHEN WET SIDE F•. o , I ' o ° , , OR FIBERGLASS E, 3 ,/ c" ° 1 1 _ ° r SHIELD WITH LOOSE FIT AROUND PIPE _ 46 , Ell USED WITH PVC OR FIBERGLASS _ 4 . , • PIPE, PROVIDE STEEL SHIELD "" _ , , I WHERE LENGTH EXCEEDS 3 0 , PROVIDE o J ' COPPER TUBING WITH i-- � ! DRY OR •i..,ai I I 4 i I INT RME IATE SUPPORTS AT MAX 3'-O" OC ° ` J AT CLAMP. WRAP COP ER TUB o ' \ WITH LOOSE FIT AROUND PIPE AT BURIED SIDE C'""�_ _ C i E D o I7 , , ��// 2 WIDE STRIP OF RUBBER FABRIC z I ` o o NON-SHRINK CLASS !I GROUT � !o! o! • UNISTRUT NO P-5547, GRINNELL/POWER-STRUT E-- ° , r ,.,� , U BOLT. WRAP COPPER TUBING ° p 0 " � I �" - - ' ' ---- -k-=- - -' i! - WHERE LENGTH EXCEEDS 3'-O" PROVIDE � - - 360° WITH 2" WIDE STRIP OF i/ " ° o °° SEE NOTE 2 - , - 0 o , , NO PS-2648 OR EQUAL (TYPICAL) _ _ _ , ; s • p o ► I � � t-- � !'-- 0 ° I AT MAX -0 I � THICK RUBBER FABRIC � n I Ens i- o �i , � 0 O ° � � INTERMEDIATE SUPPORTS A M 3 � � � C 1 J 'U' P-1479, art 5 I p U FITTING UNISTRUT NO P-5547, GRINNELL z ° ° r O.C., UNISTRUT SERIES P 1479, GRINNELL/ �,, i I 0 1 POWER-STRUT NO PS-2648 OR EQUAL (TYP) �� POWER-STRUT NO PS-756 OR EQUAL :'r ' 0 z - -- a o I I- W e - " CONCRETE ANCHOR, ► - - �/2 CONCRETE ANCHOR, �, ° p /2 ' APPLICATION LINK SEAL MODEL � I o ' a WITH NUT AND LOCKWASHER (TYPICAL) , % WITH NUT AND LOCKWASHER (TYPICAL), - ALL S-316 J 0 WI • A o •• rrlrr I I ', o , —� io • o I . • a„,,I • o o • i , : r� SEE SPECIFICATIONS. I C4 X 7.25 LENGTH TO SUIT SEE SPECIFICATIONS �/' I+� 4 r,I, o d • SPACE AT 5 0 OC MAXIMUM 0 0 0 ,, o , , NOTES: _ ,1''._ ,; ; V UNLESS OTHERWISE SHOWN a ° yy o A.: ° A a LJ-! • _ . 01 1 I , —_ -T_:=== -II -, 5-- L TO SUIT CLAMP ° I i 1. FOR FLANGED PIPES, USE EXTENDED PIPE NOTES: • �. .�° 1 i / NOTES V NOTES: i� % �I SUPPORT AS SHOWN ON DETAIL M-103. ° NOTES 1. PENETRATIONS THROUGH ALL CHEMICAL CONTAINMENT AREAS SHALL a� 1. ALL PARTS, PIPE CLAMP, NUTS, LOCKWASHERS, ANCHORS o I I 40 2. THIS PIPE SUPPORT IS LIMITED FOR PIPES 4" MAX 1. THIS PIPE! SUPPORT IS LIMITED FOR PIPES BE SEALED WITH NON-SHRINK GROUT AS NOTED AND SEALED WITH i I UP TO 2" DIAMETER, INCLUSIVE. UP TO 4" DIAMETER, INCLUSIVE 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION POLYAMIDE EPDXY PAINT PER SPECIFICATIONS. AND SHIELDS TO BE TYPE 316 STAINLESS STEEL 3. FOR ADDITIONAL REQUIREMENTS SEE --:Y"� �! FACE OF WALL 2. FOR ADDITIONAL REQUIREMENTS SEE 'PIPE SUPPORTS'. 2. THIS PIPE CLAMP IS LIMITED TO PIPES UP TO 4" DIAMETER INCLUSIVE , - y. SPECIFICATION SECTION 'PIPE SUPPORTS'. SPECIFICATION SECTION 'PIPE SUPPORTS' 2. THIS PIPE SUPPORT IS LIMITED TO PIPE SIZES 1/2" THRU 12" DIAMETER. 2.OMIT GROUT AND COATING FOR DRY ABOVE GRADE PENETRATIONS. 3. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATIONS SECTION p 4. ALL PARTS REQUIRED BY THIS DETAIL 3. ALL PARTS REQUIRED BY THIS DETAIL 3. ALL PARTS REQUIRED BY THIS DETAIL SHALL BE TYPE 316 STAINLESS ' PIPE SUPPORTS' o o ,,�- FACE OF WALL SHALL BE TYPE 316 STAINLESS STEEL. SHALL BE TYPE 316 STAINLESS STEEL. STEEL. 3.MODULAR SEAL, LINK-SEAL OR EQUAL. PIPE CLAMP FLUSH MOUNTED PIPE SUPPORT EXTENDED PIPE SUPPORT OVERHEAD PIPE SUPPORT PIPE PENETRATION (FOR PIPE 4" DIAMETER REV 042202 M 101 (FOR PIPE 4" DIAMETER REV 042202 M 102 (FOR PIPE 4" DIAMETER REV 042202 M-103 (FOR PIPE 12" DIAMETER REV 072501 M-105 REV 011402 M-111 AND SMALLER) AND SMALLER) AND SMALLER) AND SMALLER) FACE OF WALL 'Z' FITTING, UNISTRUT SERIES P-5545, GRINNELL/ OR CEILING k POWER-STRUT NO 2601 OR EQUAL (TYPICAL) °-a=te-1) PIPE CLAMP, GRINNELL/POWER-STRUT SERIES FOR BASE MOUNTING, `� • .° �;i. 3126, UNISTRUT 2558 OR EQUAL. WHEN USED USE FOUR /4 DIAMETER 1 -6 > <TYP ° • G 1 I E' W/PVC OR FIBERGLASS PIPE, PROVIDE STEEL STAINLESS STEEL I"" 3/6 E.- • ° 1 I vi t. SHIELD WITH LOOSE FIT AROUND PIPE AT CONCRETE 15 .t%'' ° 1 I �� CLAMP. FOR COPPER TUBING, WRAP WITH 2" ANCHORS W/ HEX NUTS )3: z ° , I ,j - WIDE STRIP OF RUBBER FABRIC (TYPICAL) AND LOCKWASHERS H. ° ° A 1 1 ['. FRAMING SUPPORT , UNISTRUT SERIES AS SPECIFIED , _ 1914 P-5500, GRINNELL/POWER-STRUT SERIES PS-150 = ° ° ' 'r-J i= OR EQUAL AT 5'-0" OC MAXIMUM UNLESS `n OR WALL MOUNTING, __G,..7.-- r--I OTHERWISE NOTED (TYPICAL) , I USE FOUR 3/s" DIAMETER ° �/2" DIAMETER FACE OF WALL 8" I STAINLESS STEEL OR CEILING 8 X 4" 7 ,�4 BASE PLATE CONCRETE A •° CONCRETE ANCHOR W/ A .. W/ TWO /g DIAMETER HOLES ANCHORS W/ HEX NUTS NUT AND LOCKWASHER • 4" (MAXIMUM) AND LOCKWASHER FLUSH MOUNT (TYPICAL) r __ 10/2 RADIUS 7" RADIUS AS SPECIFIED SEE SPECIFICATIONS--- k AS REQUIRED %4" RADIUS (TYPICAL) FRAMING SUPPORT, UNISTRUT 7 1. . A 1 1 = _ SERIES P-5500, GRINNELL/POWER-STRUT e 1 1 �_I- ; 1 i N SERIES PS-150 OR EQUAL AT 5 -0 OC = 5 ° I i :41 :-(P- -- - - MAX UNLESS OTHERWISE NOTED (TYP) z 0 ° ° 1 1 rah _ _ ' 14 HOLES, - w 1 1 ►� -coo i ' I I I A6 DIAMETER AN" DIAMETER CONCRETE L 0 °• ° �, i , �'_ , _ _ CHOR W/NUT AND LOCKWASHER (TYP) • 1 1 I ' ' - _ _- r °• ° i i �" III I N� 'Z' FITTING, UNISTRUT SERIES P-1479, ��� ,. 1� " (TYPICAL) GRINNELL/POWER-STRUT NO PS-3060 -F_':: 1) OR EQUAL (TYPICAL) ° .. 5'/2 I /s NOTES: ° EXTENDED NOTE: (TYP)' BREAK SHARP EDGES c 1. THIS PIPE SUPPORT IS LIMITED TO PIPES MOUNT -v UP TO AND INCLUDING 6" DIAMETER 1. WHERE HOSE RACK IS FREE-STANDING3 PROVIDE TWO c1 2. FOR ADDITIONAL REQUIREMENTS SEE STAINLESS STEEL ANGLES 2 X 2 X 1/4 W/BASE PLATES SPECIFICATION SECTION 'PIPE SUPPORTS'. (OMIT BASE PLATES WHERE ANGLES CAN BE SET IN CONCRETE). 3. ALL PARTS REQUIRED BY THIS DETAIL 2. ALL WELDED CONSTRUCTION. 8 GAUGE STAINLESS STEEL SHEET. 0 SHALL BE TYPE 316 STAINLESS STEEL. 0 0 © cp PIPE SUPPORT FOR INDIVIDUAL RACK TS HOSE � , REV 042202 M-139 REV 061901 M-825 .N PIPES O (FOR PIPE 6" DIAMETER AND SMALLER) C9 t w 0 2 IA i- v) >- U_ M w 0 c _ o E (..7 Z w 0 1 E ca 0 II a) 'o N O tn ,D PRO/ ��GIN*FSS, ..... ...._r r--- -- . ..i OREGON 1\4 ,,46,9, 20 #.i.‘"* '''' 4, pr., \- ' ,. vs: 0,,T, , , REFEprv7i J T', , GLUM p,q t. • EXPIRES: 12-31-07 N cc) SCALE WARNING SUBMITTED BY en 0 �� 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 \f DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 13 OF 59 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE `` DWG: 000-GM-002 z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION GENERAL MECHANICAL ID NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DETAILS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION THEN NOT TO CA EIS CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 • co NOTES: 0 ci 0 1. FOR NEW CAUSTIC FEED PANELS AND DISCHARGE PIPING FROM PANELS IN THIS AREA SEE 0 ELEVATION A ON DWG. 810-M-004. N z < ir NEW UNISTRUT WALL 2. NEW CAUSTIC PIPING RUNS RAND B REPLACE EXISTING POLYMER PIPING IN THE SAME LOCATION. g.N ELECTRICAL CONFLICT SUPPORT (TYP) UTILIZE NEW OR EXISTING UNISTRUT HANGERS, MODIFY EXISTING HANGERS AS REQUIRED. IN THIS LOCATION r h PROVIDE NEW CORE DRILLED PENETRATIONS FOR 6" DIAMETER SECONDARY CONTAINMENT PIPE iii SEE NOTE 11 AND LINK SEAL. W 1 if 0 NEW WALL . 0 u 11 r PENETRATION (TYP) 3. EXISTING VENT LINE AND TANK OVERFLOW LINES ON EXISTING POLY TANKS SHALL REMAIN. 11 THESE LINES ARE NOT SHOWN FOR CLARITY. re U 4. REMOVE ALL 3" DISCHARGE AND SUCTION PIPING, VALVES AND APPURTENANCES FROM IJ (C PTP 12001 TO FLANGED CONNECTIONS ON EACH TANK. CAP UNUSED TANK PORTS WITH 3-INCH Y �, BLIND FLANGES. a 5. REMOVE EXISTING POLYMER MIXERS AND MOTOR MOUNTS (TYP. 2). MIXER SUPPORT ANGLES o A3 ACROSS TANK SHALL REMAIN. PROVIDE FIBERGLASS REPAIR FOR 8-INCH DIA. MIXER SHAFT w IJ B 1 ` HOLE IN TANK TOPS. (TYP BOTH TANKS) SEE PHOTO Ml. r v (1 EXISTING UNISTRUT 1 83 WALL SUPPORT (TYP) 6. REMOVE EXISTING POLYMER PUMP AND DEMOLISH CONCRETE PUMP BASE, REPAIR FLUSH WITH FINISHED FLOOR OF CONTAINMENT SUMP WITH TOPPING GROUT PER SPECIFICATIONS. Al REINFORCED CONCRETE PUMP BASE MEASURES 42"x96"x42". SEE SPECIFICATIONS FOR DEMOLITION AND DUST ABATEMENT REQUIREMENTS AND PAINT SYSTEM TO RE-SEAL FLOOR OF CONTAINMENT AREA. SEE PHOTO M2. SEE STRUCTURAL FOR REPLACEMENT Is ' FOR NEW UNLOADING GRATING IN THIS AREA. 0 PORTS SEE DETAIL ri 7� 2 7. INSTALL BLIND FLANGES ON TANK BULKHEADS (TYP. 2)AFTER REMOVING EXISTING PIPING SECONDARY CONTAINMENT PIPING SYSTEM AND RELATED APPURTENANCE SEE PIPING TABLE, NOTES AND SPECIFICATIONS 810-M-00� S O 0 8. REMOVE EXISTING 2" POLYMER BLENDING LINE AND ACCESSORIES AS SHOWN. 0 4 EXISTING WALL 9. EXISTING TANKS ARE LABELED AS SHOWN WITH SCREENED LINE WEIGHT.REMOVE OLD . . ° 4_ 5 PENETRATION (TYP) LABELS AND RELABEL TANKS WITH NEW TANK IDENTIFICATION NUMBERS. 4 .001°4,®.•®'' pr „ b+ -`, -E� 10. SEE ELECTRICAL SHEETS AND SPECIFICATIONS FOR ELECTRICAL DEMOLITION IN THIS AREA. I1 4 ° ► : : h .•°''+ NO �'1 11. EXISTING 3/4-INCH V R G ®•, (� 1\ °Vi®° PVC COATED CONDUIT RUNS VERTICAL TO A CEILING MOUNTED SMOKE el/.0 50 a _ �c:.��_,/ �Q� DETECTOR IN THIS LOCATION. PROVIDE NEW CONDUIT RUN TO SMOKE DETECTOR, DEFLECTED SEE TO AVOID CONFLICT WITH NEW DOUBLE CONTAINMENT PIPE. a▪ ..., n ■ s A4 . V a s n . s a a . ■ n p e a • • •n n . a s • • A5 ' ° a°••r°+ .:::1:::. • . ' T. 810ST4102 E PIPING TABLE 0,. • ®•,..°°``' q.° [ sT-1- 2022 RUN DIA. LENGTH* SERVICE NOTES** • • o Al BUTTERFLY VALVE PER SPECIFICATIONS SUPPORT NEW PIPE ON EXISTING UNISTRUT WALL BRACKETS. . 1e BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ABOVE THE BUTTERFLY VALVE WITH FLEXIBLE TERMINATION FITTING.- 00•''• GfzE 1, A2 3" 11' CS SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. 0 of A3 V •u •.■1'°•. °`- �'� ' 1 t 311 4 1 - --- 406t,110/1 o A3 8 CS SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. • 81 OST4101 ®.•,.'•°° �� _. 1s. I,- 1! 2' •.„ �1 ._ -: �$ N'(P A4 3 2 CS SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. ¢,T ✓ 0 ®� / �� r� ST-12021 •,..• � f i �4 £ ; „ '-„ A5 3 3' CS FLANGE AND S.S. BOLT KIT. TERMINATE SECONDARY CONTAINMENT SYSTEM ABOVE THE TANK a°' •..®° � .,*.4.9,-,., „>� '� 4= FLANGE WITH A FLEXIBLE TERMINATION FITTING. C m° C ,.091,`x.:` ,fr -� c\I G ., µ • ,..•• ”. - tfi r" . B1 3 11' CS BUTTERFLY VALVE PER SPECIFICATIONS SUPPORT NEW PIPE ON EXISTING UNISTRUT WALL BRACKETS. 0 ,-,•,,,,„,,,,,,,,,,,, ®®po...• � � �1 BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ABOVE THE BUTTERFLY VALVE WITH FLEXIBLE TERMINATION FITTING. o /.. e !�',,. – ��` 5 B2 3" 10' CS SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. o . ' S' , `'� 3 38' CS INCLUDE (4) 45° BENDS TO AVOID CABLE TRAY n .°°°'`••®�_•. • C4 A" ; ` SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. E °.,.` /041-'4° a p••• " '�"z x. a ,. < .°.° `° _ 0 B4 3" 2' CS SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. m~/}1 ����;' ifs • ° '��G, °�O°i f+1r�1��1,f��►�4'f .x; �'` �;��,� '. 11 1 ° �5 ,:� s=:ii • ®.. a� ;• $. •;,+ �-� ,, B5 3 2 CS FLANGE AND S.S. BOLT KIT. TERMINATE SECONDARY CONTAINMENT SYSTEM ABOVE THE TANK W Q/V, O�{/ -.-ice❖. •. ° ., t • i _ ■ FLANGE WITH A FLEXIBLE TERMINATION FITTING. CO '�V rQ♦ }.f 1`' %'•''' ++ •9 °°`•.�N 4 Cl,C2 4" 1' CS BUTTERFLY VALVES PER SPECIFICATIONS. CI 015 TIR A� �0 „•�► .. >- �M �E 10 °01 ET C3 4" 16' CS SUPPORT NEW PIPE ON EXISTING UNISTRUT WALL BRACKETS. 0 E 1 - I'E 3 x / BUSHING. NEW 3" DIA. CORE DILLED WALL PEN d N® 6 f-+�... .•*''®®® i0' R, 3" 3411 PENETRATION v A EE If . . ,. A� T (� 1 r WITH LINKSEAL. = 0 .,d1 ' � T C4 1, . I0 t,FZE iii, C•J 1 CS CAUSTIC LINE TO SUCTION SIDE OF NEW CHEM FEED PUMPS U a 0L 0 P SEE NOTE 1. ,`+r �' 0M �� I� FOR LENGTH OF C4 SEE ELEVAT. �0 A ION A, SHEET 810-M-004 F oC OM g F� °. GAP TQ Z NAT •''••. I,1' * PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. 0 8 `°'°• � CONTRACTOR SHALL INSTALL PIPING TO FIT FIELD CONDITIONS. E ``"�' ''•`'' ** PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE : • ISOMETRIC DRAWINGS DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. ° CONTRACTOR SHALL PROVIDE FITTINGS AS REQUIRED. 41 C 0 o i ....: == ISOMETRIC ��,D PRO�F�, r .:==fi a POLYMER ROOM �� �N� s, DNTS .`'� 50407 �' ,q.� �►. LE OREGON -off `�iy 9, 2O ' Q REFEP ENT' NOT APPROVED ; ;f _ EXPIRES: 12-31-07 N e- o SCALE WARNING SUBMITTED BY — — 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 zr DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 15 OF 59 z° NONE IF THIS BAR DOES C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE CeariWater~ Services PHASE CHEMICAL BUILDING DWG: X10—M-00� DRAWN HASE 4 EXPANSION CHEMICAL SYSTEM IMPOVEMENTS o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Out commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS POLYMER ROOM ISOMETRIC DATE: 18-JAN-2006 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 I. N co 0 N r EXISTING HPA z d CONNECT TO EXISTING 34" FEED LINE DURING � APPROPRIATE SHUT DOWN PERIOD OF HYPO. FOR LOCATIONS OF NEW CORE SYSTEM. SEE 810-M-005 FOR SEQUENCING PLAN DRILLED PIPE PENETRATIONS SEE PIPING TABLE ilj ELEVATION A, DWG. 810-M-004 o 44 RUN DIA. LENGTH* SERVICE NOTES** a 6'G °c CHEMICAL BUILDING SCRUBBER `mac-Q ? ti<,� 4 �f ���� A6 c ISTR p•) Al �V" NOTE CS FOR LENGTH OF Al SEE ELEVATION A, ON DWG. 810-M-004 P 85 o A2 i " 4' CS ki SUP A3 le 13' CS . o A4 14" 4' CS NEW WALL PENETRATION WITH LINKSEAL. BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ON THE NORTH 01 SIDE OF THE WALL PENETRATION WITH A FLEXIBLE TERMINATION FITTING. c� NEW UNISTRUT 14" + a g3 A5 15 CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D (TYP 3 PLCS.) LENGTH OF A5 INCLUDES ALL PIPE SUPPORTS PIPING FROM A4 TO TEE CONNECTION INTO EXISTING. END SECONDARY CONTAINMENT PIPE SYSTEM CLOSE .■ b3 q,A3 TO THE TEE BRANCH WITH A FELXIBLE TERMINATION FITTING. e6 ' %. ,\,„t HEADWORKS SCRUBBER ca B1 16: NOTE CS FOR LENGTH OF B1 SEE ELEVATION A ON DWG. 810-M-004 r G1 ' I I C` B2 le 4' CS . 0 I B3 � " 13' CS 0 EXTEND EXISTING 0 2 AVQi B4 � " 4' CS NEW WALL PENETRATION WITH LINKSEAL. BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ON THE NORTH UNISTRUT SUPPORTS S c SI DE OF THE WALL PENETRATION WITH A FLEXIBLE TERMINATION FITTING. TYP3 0 O 8 is jj SIN ' I;� B5 1," 13' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D (TYP 3 PLCS.)id 0 1 p G2 01∎4 AN B6 e 3 CS � � 0 � o k( L4 iP Q -'' �4 B7 ��" 8' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ`D. �9 FRO I�� gyp•) Q B8 ��" 2' CS END SECONDARY CONTAINMENT PIPE SYSTEM WITH A FEXIBLE TERMINATION FITTING. PA N p OR Al B9 1, n 11' CS . w t h sup B10 14" 6' CS . w r B11 2" 6' CS PENETRATE EXISTING FRP GRATING. SEAL CUT FRP PER SPECIFICATION. 44, B12 2" 14' CS NEW CORE DRILL WITH LINKSEAL, WALL PENETRATION ± 6" FROM BASE OF SUMP. ` a,:, PRIMARY CLARIFIER SCRUBBER T��k,..., '\ C1 is I NOTE CS FOR LENGTH OF Cl SEE ELEVATION A, ON DWG. 810-M-004 C2 1i " 4' CS • / --- F OR CHEMICAL FEED PUMPS AND C3 " " 13' CS . .c��,� `_ . ADDITIONAL PIPING IN THIS AREA o �' , SEE SHEET 810-M-005 C4 14" 4' CS NEW WALL PENETRATION WITH LINKSEAL. BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ON THE NORTH cpc, c-A _= 'h SIDE OF THE WALL PENETRATION WITH A FLEXIBLE TERMINATION FITTING. t 4►.o• 3r ,,�' - C5 le 13' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D (TYP 3 PLCS.) ,��.* ` Q t >+.+Y.�+�•v `< .,S row C6 1 3' CS . 0) 'a. ''+j C7 if' 8' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D. 81 i { C8 1e 2' CS END SECONDARY CONTAINMENT PIPE SYSTEM WITH A FEXIBLE TERMINATION FITTING. O (T : i FOR PIPE PENETRATION DETAIL C9 " 11' CS „ILO, 0 c IN THIS AREA SEE 6 G� LI 5 I1 i 3 C10 ��' 6' CS . �p� FER��� '1 ��� O �1 TO 810-M-007 C11 2" 6' CS / H PENETRATE EXISTING FRP GRATING. SEAL CUT FRP PER SPECIFICATION. TR LEA 62 5TIC aI< °' TO 12 G�`U VVO C12 2" 14' CS I H NEW CORE DRILL WITH LINKSEAL, WALL PENETRATION ± 6" FROM o B 12 Ao BE' BASE OF SUMP. 0 5GR HYPOCHLORITE TRANSFER PUMP AIR SUPPLY w SWIG O GAO 0'1'6 D1 1/" 3' HPA CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D (TYP 3 PLCS.) w E0 LG CONNECT INTO EXISTING HPA WITH TEE CONNECTION. OIIr OG� ISOMETRIC O� 1p TO IER ISOME G G p 4IE RIF EXISTING HYPOCHLORITE FEED AREA D2 14" 3' HPA . a A D LI GAP D3 V4" I' HPA U ��E A�� NTS 4 • w 1IM D4 X/" 8' HPA CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D. = p ✓ D5 14" 3' HPA a D6 1l" 11' HPA . E D7 1I" 5' HPA . - z w HYPOCHLORITE TRANSFER PUMP DISCHARGE E El 2" 6' H PENETRATE EXISTING FRP GRATING. SEAL CUT FRP PER SPECIFICATION. . E2 2" 14' H NEW CORE DRILL WITH LINKSEAL, WALL PENETRATION ± 6" FROM o BASE OF SUMP. v co a * PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. N CONTRACTOR SHALL INSTALL PIPING TO FIT FIELD CONDITIONS. ta PROF 0 0 o ** n r x$ s1/v 0. PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE �, �'4 �fi ISOMETRIC DRAWINGS DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. 50407 �, v CONTRACTOR SHALL PROVIDE FITTINGS AS REQUIRED. ,q Li ORBOON °IVY 9, 20 4 REFERFNCT , �_ EXPIRES: 12-31-07 NOT APPROVED �W I II - t, E4 n �p S o SCALE WARNING SUBMITTED BY cn 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 )P DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 16 OF 59 I (PROJECT MANAGER'S NAME) LICENSE NO. DATE `1� CHEMICAL BUILDING DWG: 810—M-003 - IF THIS BAR DOES DRAWN C KITTS Clean Water Services PHASE 4 EXPANSION z NONE �^�+ o NOT MEASURE 1" Our commitment is clear. CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 -' THEN DRAWING IS MWH K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICERS NAME) LICENSE NO. DATE PROJECT NO.: 6188 - t0 O 0 C0 O 0 N Q SCHEDULE , ti N MARK SIZE DESCRIPTION o 0 1/2" PRESSURE RELIEF VALVE AND BACKPRESSURE VALVE TYPICAL (3) SETS. SEE ..5 SPECIFICATIONS. PROVIDE CLEAR PVC DRAIN LINES FOR THE THREE VALVE a ASSEMBLIES. 20 -- GRUNDFOS DIGITAL DOSING PUMP (TYP. 4) SEE SPECIFICATIONS. cn Y Q 1/2" CALIBRATION COLUMN. SEE SPECIFICATIONS. i 40 1/2x1/4 BARBED CONNECTION. 1/2" UNION WITH 1/2x114 MALE CONNECTOR AND 0 1/4" STAINLESS STEEL HOSE CLAMP. 0 v ® 1/4" 0-30 PSI PRESSURE GAUGE. SEE SPECIFICATIONS 3 NEW 2" DIA. CORE DRIL 0 1/2"x114" GAUGE GUARD. SEE SPECIFICATIONS THROUGH EXISTING WALL. CENTERED BETWEEN 6" LPAAND 4" NPW 7 1/2" INSTALL 1/2" TEES ROTATED 90 DEGREES AWAY FROM PANEL WITH A 3-INCH PIPE RUN BETWEEN TEE AND SOLVENT WELD CAP. NORTH WALL EAST WALL EXISTING 6" LPA EXISTING ELEC. EXISTING 2" HPA fi). EXISTING 4" DILUTION WATER - 0- E, '' - El -- 0 -- IL c. EL. 182.0 A •uuiaauiiuiaasaaaaa•iiiiaiuiiiu•uiu•uiamis amauuauismIiaaaIiIIuuma IaIRaaa••aIalua•IliIiIaUUUIu$IUNIIIuuIIIRHRlui - FRP CHANNEL FOR UPPER DECKING (BEYOND) EXISTING 4" NPW NEW PUMPS AND RELATED PLUMBING „ SHALL BE MOUNTED TO 1' " PVC PANEL AND SECURELY ATTACHED TO EXISTING 3'-3"± CONC. WALL WITH UNISTRUT. . . CHEM. BLDG. HEADWORKS PUMPASSY. PUMPASSY. NEW UNISTRUT BRACKET TOLCO____---------- D 0 0 , BR-13 OR EQUAL. ROTATE CHANNEL 11�" CS (TYP 3) T CD O ACCOMODATE PIPE CLEMPS - Q 16, (TYP 2) I O O_i • r O o-- ---- .4 r 0 4 • 0 n DEMOLISH EXISTING ELECTRICAL, SEE NOTE 3 TOP OF CONC. • 1 CONTAINMENT .._ `c I - ■ c • I WALL EL. 173.5 .._ ``� - ` _ L ■ 1 ' • I 1 _ = 1 °' CD 3 g - El I 11 00 I ■ I ;{ E I • n ! N NEW FRP GRATING, SEE • if 4" CS •o DWG. 810-5-001 .L■ 4 ■ . .1. .�. 1 -Z alli ... 0 ! I ° q Q EL. 170.00 n ", 810P4103 ) 810P4101 3I4 x 112 TEE c NEW UNISTRUT DRAIN LINE (TYP 3) M-139 (TYP.) CONTAINMENT SUMP PIPE SUPPORT (TYP) 2 C 810P4102 U -a EL. 1 68.00 E D D D V ' Q` Z D D W NOTES: E . 1. ALL PIPING ON CHEMICAL FEED PANEL SHALL BE W' SCH. 80 PVC UNLESS o OTHERWISE NOTED. THE METERING PUMP SUCTION AND DISCHARGE LINES PANORAMIC ELEVATION A : SHALL BE / CLEAR PVC FLEXIBLE TUBING. 15:a SCALE: 3"' = 1'-0" 810-M-001 2. EXISTING HANDRAILS IN THIS AREA SHALL NOT BE USED TO SUPPORT OR ' ' 0 BRACE ANY NEW CONSTRUCTION. vl �. 3tu a 3. SEE ELECTRICAL SHEETS AND SPECIFICATIONS FOR ELECTRICAL DEMOLITION c ��I N TH I S AREA. •� 4 O�� ;APPRO,/ 'VC OW ' •ED WjrNT L�N1s PERMIT EXPIRE N cflr SUBMITTED BY o SCALE WARNING MECHANICAL SHEET: 17 OF 59 0 1, 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 ~r DURHAM WASTEWATER TREATMENT FACILITY (PROJECT MANAGER'S NAME) LICENSE NO. DATE `� CHEMICAL BUILDING DWG: 810-M-004 IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION Z n= 1�-°" CHEMICAL SYSTEM IMPROVEMENTS -°� NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS POLYMER ROOM ELEVATION DATE: 18-JAN-2006 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 • SUGGESTED CONSTRUCTION SEQUENCING PLAN: 1. ALL NEW YARD PIPING (PVC SLEEVES AND TUBING)AND VAULTS 9 SHALL BE IN PLACE, TESTED AND COMPLETE PRIOR TO THE WORK d OF THIS SHEET. CO 0 N 2. CLOSE EXISTING VALVES TO THE WATER CONDITIONING TANKS z AND FLOW METER. DEMOLISH WATER CONDITIONING TANKS, PIPING, METER ASSEMBLY AND RELATED MECHANICAL COMPONENTS. N SEE PHOTO M4. EXISTING FEED WATER SYSTEM SHALL REMAIN . IN SERVICE DURING THIS PERIOD. iii co O 3. SHUT DOWN HYPOCHLORITE SUPPLY LINE AT EXISTING VALVE 'A'. EAST WALL SOUTH WALL WEST WALL ��__ 0 ` a A. INSTALL NEW 1-INCH HYPOCHLORITE ' I.. " � � '- " _I- C BALL VALVES B AND 'G' 10-0 8 0 ON EXISTING HYPOCHLORITE FEED LINE ON THE WEST WALL 0 AS SHOWN AND RECONECT TO EXISTING HYPOCHLORITE LINE. %" HPATO HTP 810P4106 -J B. REACTIVATE THE HYPOCHLORITE SUPPLY LINE. THE EXISTING 0 3/4 CHEM FEED TO .c METERING PUMPS ON THE SOUTH AND WEST WALLS SHOULD + 8'-10" CHEM. BLDG. SCRUBBER o REMAIN FULLY OPERATIONAL. o (0 a , 51 \\c 4. RECONFIGURE EXISTING FEED WATER PIPING. z ' Z ; 14" CS FEED TO HEADWORKS ct y A. SHUT DOWN EXISTING FEED WATER SYSTEM. MAXIMUM SHUT O � 0 = DOWN DURATION FOR FEED WATER SYSTEM IS 6 HOURS. J ' I le CS FEED TO PRIMARY CLARIFIER I I B. CONSTRUCT NEW FEED WATER PIPING AND ASSEMBLIES 5. I I + ALONG EAST, SOUTH AND WEST WALLS TO POINT 'D'AS SHOWN. ct I CLOSE VALVE 'F. THE EXISTING FEED WATER LINE BEYOND 0 � I POINT 'D' WILL BE USED AS A TEMPORARY FACILITY. REMOVE w I w AND RELOCATE RPBD,AND CARTRIDGE FILTER AS SHOWN. z j CO TEES AND TRUE UNION BALL VALVES FOR THE NEW CHEMICAL -- PUMP DISCHARGE LINES ON THE SOUTH WALL SHALL BE I W INSTALLED AS PART OF THIS STEP. CONNECT TO THE EXISTING I I 0 PRIMARY CLARIFIER FEED WATER SYSTEM AT POINT 'C'. - ' O I I ' I- C. REACTIVATE FEED WATER SYSTEM AND RESTORE FEED WATER _ TO THE EXISTING HYPOCHLORITE PUMP ASSEMBLIES. I I d co I I 5. RELOCATE THE EXISTING PRIMARY CLARIFIER HYPOCHLORITE PUMP. ioi®i oo PERMANENT DISCHARGE LINE I + FROM NEW CHEM. FEED PANEL ctm A. REFERENCE PHOTO M5. THE EXISTING CHEMICAL FEED PUMP r EXISTING CONTROL PANEL ON THE SOUTH WALL FEEDS THE SCRUBBER FOR PRIMARY o I 3/4 DIAPH.(X CLARIFIERS 1, 2 AND 3. L o k AND INSTRUMENT MONITOR EXIST. FEED WATER LINE \ xi CI C) I 13 3/4 x 112 SEE PHOTO M7 (TEMPORARY USE) POINT E B. INSTALL TEMPORARY WALL BRACKETS ON THE EAST WALL TO 2 4 Q 0 0 (TYP 2) I igi�l i®�i MATCH THE LAYOUT OF THE EXISTING PUMP AND PIPE SYSTEM .' ' 14 :: ' ♦ , :•a .2 :.2 I .y.: : ` BRACKETING. BRACKETS SHALL BE INSTALLED ABOVE THE .�. • ;I .: �. • ; • • .I„ .�. 9ID ';!���� DEMO EXISTING MERCOID ` HOUSEKEEPING PAD FOR THE REMOVED WATER CONDITIONING 4- • TANKS. AVOID CONFLICT WITH FUTURE COMPONENTS OF WORK, ° = F I O ■ '�"' 7 I �.,� ASSEMBLY AND ELECTRICAL \ lei lei :.J • J I DISCHARGE PORT FOR COMPONENTS. + • f POINT C EXISTING HYPO. C. SHUT DOWN HYPOCHLORITE PUMP. MAXIMUM SHUT DOWN 15 •'� \14.k 12 VALVE F PUMP•• I DURATION FOR CHEMICAL FEED TO THIS SCRUBBER IS 6 HOURS, D. RE-LOCATE EXISTING PRIMARY CLARIFIER PUMP TO THE NEW j -( 810P4105 ) , EAST WALL BRACKETS AND CONNECT TO FEED WATER LINE AND CD ` 0'-"" o EXSTING HYPO. SUPPLY \ HYPOCHLORITE SUPPLY WITH TEMPORARY PIPING. DISCHARGE 11. T 11111111.0 _ 121^1•0 ; 0-. 1• TO INITIALLY REMAIN EXTERIOR FOR PUMP SHALL BE TEMPORARILY CONNECTED TO THE NEW ® .� IN SERVICE. SEE DOOR ' 810P4104 SEE NOTE 4 M Z ' (PERMANENT) YARD SLEEVE AND PVC TUBING RUN TO THE f i [: I SEE LVOTE 6 • o o SEQUENCING PLAN ��` PRIMARY CLARIFIER SCRUBBER. la NM ' . .�.� ' • i o_,_ .1. i T • ""'�.�•, '" i-�-_.,'-`�-' , • 1::::::1 0 E. COMPLETE THE FINAL CHEMICAL FEED LINE CONNECTION TO •a. J I1 a II 10 '''0L° VALVE • THE PRIMARY CLARIFIER INJECTION HEADER. SEE DETAIL 1 _ AL E G ,• o, ON SHEET 330-M-401. c...c] 11 ! SEE GENERAL -� """'`J FOR PIPE CONNECTIONS TO T m v M-825 NOTE 3 THIS ,.,,,_,,n • +HTPAND ACCESSIORIES > VALVE A 7 °o, F. REACTIVATE THE PUMP. 2" DR- PAGE v.* SEE DRAWING 810-M-006 J ,' g L J. • .l O + , j 7 o I _-- FOR STRUCTURAL SUPPORT 6 ED' 6. INSTALL THE NEW CHEMICAL FEED PUMP PANEL ON THE SOUTH I • N • �-�'*'' 'AND FRP GRATING SEE CS CD 7 WALL INCLUDING ALL ELECTRICAL CONNECTIONS. TEST AND 314" H '� '� _ .6 ' a) I DRAWING 810-S-001 E CALIBRATE THE PUMPS WITH POTABLE WATER. I - 1 '' ' 1 a i i EL. 170.0 I e2.•c2 'N a) 7. TURN OFF TH E EXISTING CHEMICAL BUILDING SCRUBBER FEED ��n.... ■��iiuuaaauu i��fiiiaiui��fifi�>.a uuniiuuauaa.aiiiiisauiuiana uiiiaeuafai ■faun iu u■■fia�ufiI�aiswauaiuiuuua. uRa•iii.uui Ii'Iuuamui1aun1aeula im�n ii•IIIUUUuUP1111M a�,�liluM■a ua l ' PUMP ON THE WEST WALL AND PUT THE NEW PUMP ON-LINE. DEMOLISH EXISTING WATER SOFTENER SYSTEM. I ® 3/4 x 1/2 CS AND H TUBING COMBINED �� 4 1" HYPOCHLORITE SUPPLY z SEE PHOTO M4. SEE ELECTRICAL FOR SCOPE OF 2 FEES TUBE (.9 ELECTRICAL DEMOLITION. CONCRETE I q ( ) I GENERAL NOTES: w 8. TURN OFF THE RELOCATED PRIMARY CLARIFIER PUMP AND PUT , 810-M-00� o THE NEW PUMP ON-LINE. HOUSEKEEPING PAD TO REMAIN EXISTING FRP GRATING TO REMAIN I CST HT 1. ALL FITTINGS ARE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. w SCHEDULE RIGID TO I- 9. ONCE THE OWNER HAS DETERMINED THAT THE NEW PANEL IS FLEXIBLE PIPE } OPERATING SATISFACTORILY, MARK SIZE DESCRIPTION ' TRANSITION 2. ALL BALL VALVES SHALL BE TRUE UNION UNLESS NOTED OTHERWISE. SA ISFACTORILY, BEGIN DEMOLITION OF THE EXISTING I AND RELOCATED CHEMICAL FEED MECHANICAL AND ELECTRICAL 1 314 WATER HAMMER ARRESTOR. I v COMPONENTS ON THE WEST AND EAST WALLS. SEE ELECTRICAL 2 3/4" EXISTING CONBRACO RPBD w/ (2) NEW BRASS UNIONS CONTAINMENT SUMP I SEE SECTION C 3. ALL PIPING ON CHEMICAL FEED PANEL SHALL BE 1/2" SCH. 80 PVC DRAWING 810-M-006 UNLESS OTHERWISE NOTED. THE METERING PUMP SUCTION AND w SHEETS AND SPECIFICATIONS FOR SCOPE OF ELECTRICAL 3Q 3/4" STANDARD 3/4" HOSE BIBB CONNECTION FOR RIGID PVC SLEEVE DISCHARGE LINES AND CONNECTIONS TO THE AUTO VENT VALVES = DEMOLITION. CONFIGURATION IN SHALL BE 1/4" CLEAR PVC FLEXIBLE TUBING. v 4) 3/4" TRANSITION FROM COPPER TO PVC. 3/4"x1/2" COPPER REDUCER, 1/2" I COPPER FEMALE ADAPTER TO RECEIVE 1/2" NPT PVC NIPPLE. THIS LOCATION (TYP. 3) 10. DEMOLISH THE EXISTING PVC SLEEVE AND TUBING RUN TO THE I 4. 1/2" H AND 1/2" CS FEED LINES TO PRIMARY CLARIFIER SCRUBBER 1) PRIMARY CLARIFIER. SEE PHOTO M6. PLUG THE CORE DRILLED 0 1/2" CARTRIGE FILTER, SEE METERING PUMP SPECIFICATIONS . TWO TRUE UNION BALL I JOIN AT THIS LOCATION AND UTILIZE A COMMON PVC T E C UBE TO THE S HOLE IN THE WEST WALL WITH NON-SHRINK GROUT. VALVES, PVC NIPPLES, AND REDUCING BUSHINGS FOR FILTER AS REQUIRED. lig EL. 166.0 SCRUBBER. SEE DETAIL 5 ON SHEET 810-M-007. z 6® 1/2" PVC PRESSURE REDUCER I 11. THE PERMANENT HYPOCHLORITE SUPPLY LINE AS SHOWN IN 5. THE LAYOUT OF THE NEW CHEMICAL FEED PANEL SHALL ACCOMODATE RED ON THE DRAWINGS SHALL BE AN UNINTERRUPTED RUN OF a 1/2" ROTAMETER ASSEMBLY INCLUDING INLET UNIONS, NEEDLE VALVE A 12"x12" ELECTRICAL CONTROL BOX IN THE UPPER RIGHT HAND E PIPE BETWEEN TRUE UNION VALVES 'A'AND 'B'. FABRICATE THE ROTAMETER, DISCHARGE UNION, PRESSURE GAUGE AND BALL CHECK VALVE CORNER. SEE ELECTRICAL. E PIPE SEGMENT AND DRY FIT. CLOSE THE TWO VALVES, INSTALL 80 1/2" AUTO VENT VALVE (TYP 2) PROVIDE CLEAR PVC DRAIN LINE. SEE METERING PUMP a 70) THE E EE WHEN COMPLETU TE R TH MUM SHUT DOWN S H TO R. SPECIFICATIONS PANORAMIC ELEVATION B 6. CLEAR SCH 80 PVC PIPE SHALL BE USED ON THIS ENTIRE HORIZONTAL OUR -- GRUNDFOS DIGITAL DOSING PUMP (TYP. 2) SEE SPECIFICATIONS. RUN. SEE DETAIL 6 ON SHEET 810-M-007 FOR FLUSH VALVE ASSEMBLY. "5 12. THE PERMANENT CHEMICAL FEED DISCHARGE LINE AS SHOWN ® 1/2" CALIBRATION COLUMN. SEE METERING PUMP SPECIFICATIONS. SCALE: " = 1'-0" 810-M-001 tr.; IN RED ON THE DRAWINGS SHALL BE AN UNINTERRUPTED RUN E 1/2" DOSING MONITOR (TYP 2), SEE METERING PUMP SPECIFICATION ca OF PIPE BETWEEN POINTS 'C'AND 'E'. FABRICATE THE PIPE �t,��� PRO�� `0 12 1/2"x1/4" BARBED CONNECTION. 1/2" UNION w/ 1/2"x1/4" PVC MALE CONNECTOR AND �5 n iN8 `SS/ N SEGMENT AND DRY FIT. CLOSE THE ISOLATION VALVES, INSTALL 114" STAINLESS STEEL HOSE CLAMP. c.�? 9-� �� y► D THE NEW PIECE AND RETURN THE CHEMICAL FEED LINE TO r-- SERVICE WHEN COMPLETE. 41 1/4" 0-30 PSI PRESSURE GAUGE. SEE SPECIFICATIONS 10_4 ga�o7 iii ii 13. INSTALL HYPOCHLORITE TRANSFER PUMP AND PIPING. SEE THE 1/2" FROM PANEL WITH A 3-INCH PIPE OREGON RUN BETWEEN THE TEE AND SOLVENT WELD CAP. E v FOLLOWING DRAWINGS FOR DETAILS. �y s, � 15 1/2" PRESSURE RELIEF VALVE AND BACKPRESSURE VALVE TYPICAL 2 SETS. SEE p'� ( ) REFER, ? P it BLUM 14. SEE ELECTRICAL FOR SCOPE OF ELECTRICAL DEMOLITION. SPECIFICATIONS. PROVIDE CLEAR PVC DRAIN LINES FOR BOTH VALVE SETS NOTAprOl ,�''� .' V, ' ` ;r EXPIRES: 12-31-07 TO DRAIN SUMP. c t co SCALE WARNING SUBMITTED BY r 0 4 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 4i DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 18 OF 59 3 „= 1�_0�� I ( (PROJECT MANAGER'S NAME) LICENSE NO. DATES CHEMICAL BUILDING DWG: 810-M-005 IF THIS BAR DOES DRAWN C KITTS C1eannWater Services PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS o NOT MEASURE 1 THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ��t commitment is cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 CO ' ] —T-4 O '�� O r T O /� L\ ' L\ ' ' ' Q 0 D D ' A A N Z d d A D , D D < A ' A D D ' , D ' ' D ' , .� VALVE G -- TO HPA FLEXIBLE N ' , D D u CONNECTION D m o (TYP)LU D D L , a, ' L ' P > A ' A .. © D D PRESSURE GAUGE 0 o D , D D 1" H 1/4" HPA D D , A a , D ' , D ' , D r (BELOW) a' ' a' , D D D D 5 . A D EXISTING i 004 ■ SURGE DAMPENER CONCRETE WALL �. J �, ■i 1" H (ABOVE) ( 810V4101 c �.... i P BUSHING AS REQUIRED ' ±' ■ii _ 1" SOLVENT FOR HPA CONNECTIONS ■.�. %i WELDED BV ''',r � _ TO PUMP ACCESSORIES EXHAUST ■0641 c NOTES: * ` SEE ELEVATION THIS PAGE 1" H ■....t GAUGE ■ ak Ill PRESSURE 1. SEE SHEET 810-S-001 FOR PUMP CONNECTON :�■ WITH GAUGE GUARD TO FRP STRUCTURAL MEMBERS. .��s :C1 : •hi TEE, BALL VALVE AND FLUSHING ANIII al■1 Q • LEG OMITTED FOR CLARITY —�.,:�''�i1 ■ ". ." '. 810P4106 �� ii UNISTRUT PIPE SUPPORT ■ ........ J_,V" ATTACHTO INSIDE OF Win! D PUMP BASE CHANNEL 411 I .��► ' ' '1 A ' 1-r D L. . D ` �. A A IAI , o , d ' D D A A A 1 1 D ' D A A 0)0■ PLAN EXHAUST HYPOCHLORITE TRANSFER PUMP EXISTING 12-INCH MUFFLER CONCRETE WALL SCALE: 2" = 1'-0" 5 SECTION B RIGID TO FLEXIBLE SCALE: 2" = 1'-0" 810-M-007PIPE TRANSITION 1 1 CS AND H TUBING COMBINED 1 ' FEED TUBE SEE NOTE 4 ON 1/2" CS SHEET 810-M-005 lir 10' ± ROADWAY IT his 1/2" H VALVE B ' / °°4 PROVIDE 2-INCH ►� 1" H A .° PVC END BELL A 0 ° 3 FITTING (TYP 3) p d P R A ir tit °1 81 0-M-007 - 1 ° VALVE G v. Q 1/4" HPA r " co .,,., 1 -6 ,�,. 0 0 ., EL. 170 2 aaaaaaaaaaaaaaaa aaaaaaaaaaaauaaaaaa a saaaarfaaaaaaiaiwaaaaaaaaaaaaa aaaiaa O ■. e- i RI 0 P • I EXISTING PLANTER 0 I► .44 A. 0°' r 1 SUPPORT TO CONCRETE I SEE NOTE 2 1111 I HEADWALL IN FOREGROUND. ,` VAMY/A: v/A VAVA ° , • . ° , , • , , 5) SEE NOTE 1 �.� i •-, : ,,�,,.,.,;;.��,. EL. 16$ HPA DRAIN LEG EXISTING CONCRETE '' �.a N w .•• .••_.r« """" HOSE THREAD FLUSHING \ a`' ° " _ ° " a�. ° 11/ P CONNECTION AND VALVE 2-INCH SCH 80 �� WALK AND CURB 6..„.. 0 810P4106 _ "` 1 HT 24 RAD BEND �� SEE NOTE 1 m EL. 166 o ■► 1■ 1/2" CST o ■P D' o , 1 ► 8" TYP ■ 1/2" CST p A ' o L , p° ' A , >° ° " M-111 NEW CORE DRILL ROTATE 36" LONG RAD. ''%� ,,� . 0 I dil �,� �,� A ° A `�' X (TYP 2) BEND DOWN AND DEFLECT PIPE TO ACHIEVE 2.5 FOOT 1/2" CS ° COVER (TYP. 3) a a w 1" H DRAIN LEG, ROTATE ' /// �� 14.___I 90 ELBOW AS NEEDED ■0 TO AVOID CONFLICT WITH i I ��1 EXISTING 12-INCH eh °0 EXISTING 3x3 LEDGER ��,IIII �� CONCRETE WALL z (9 MI E 0 c~n Cl) NOTES: RIGID TO FLEXIBLE >t X z 810-M-007PIPE TRANSITION w w o 1 1 1. SAWCUT EXISTING WALK AT EXISTING CONTROL JOINTS ABOVE NEW CONDUIT RUN. E P ° REMOVE APPROXfMATELY 9.5 L.F. OF 5-FOOT WIDE SIDEWALK. SAWCUT AND REMOVE 3 ° 4 , ° SIMILAR SECTION OF CURB AND GUTTER. 0?) o 2. CONTRACTOR SHALL REMOVE LANDSCAPING IN THIS AREAAND REPLANT AFTER RIGID TO FLEXIBLE ° INSTALLATION OF NEW CONDUITS. SUITABLE PROTECTION AND WATERING OF 'o PIPE TRANSITION 810-M-007 RELOCATED LANSCAPING IS ESSENTIAL FOR PLANT SURVIVAL. a NOTES: , `� ._A. ...AIM 1. FLEX TUBING FOR AIR CONTROL LINES SHALL BE PENETRATIONS THROUGH FRP GRATING SHALL - PROP �' Q Ix*,�SSj N 1/4" O.D. x 0.040 WALL TYPE 1 GRADE E5 WP 150 BE MADE FLUSH WITH ADJACENT GRATING ����� ,� PSI POLYETHYLENE TUBING. PARKER PARAFLEX 1" HT RIBS. SEE SPECIFICATIONS FOR ADDITIONAL SECTION C .�`""„ 50407 ��''A,OR EQUAL. PROVIDE COPPER / POLYETHYLENE CS AND H TUBING COMBINED •— FOR 2" SLEEVES SEE REQUIREMENTS (TYP) ...► ,_._ COUPLINGS AS REQUIRED. FEED TUBE TO PRIMARY DETAIL 3 ON SHEET SCALE: 114" = 11-0" 810-M-001 OREGON CLARIFIER 810-M-007 v 2. PIPE SUPPORT FOR PUMP DISCHARGE OMITTED ', �j� `�/y 9, 20�` ,�Q' FOR CLARITY. SEE SECTION B THIS PAGE. ELEVATION A �`���'pRQVED y 4 BLUM0 SCALE: 2" = 1'_O" - WITH ��-.� � �' R MI T 1 1 EXPIRES: 12-31-07 N t- o _ SCALE WARNING SUBMITTED BY to 0 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 ~� DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 19 OF 59 z AS SHOWN C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE ate�`1� er CHEMICAL BUILDING DWG: 810-M-006 IF THIS BAR DOES DRAWN CleanW S Vices PHASE 4 EXPAN S I O N CHEMICAL SYSTEM IMPROVEMENTS 0 NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA DATE: 18-JAN-2006 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 1/2" COMBINED HYPOCHLORITE _ AND CAUSTIC FEED TO PRIMARY 1" HT TO HEADWORKS CLARIFIER SCRUBBER - T 0 o l o -1 1 1/2" CST TO HEADWORKS ci z EXISTING WALL LINE • .° '. I 1 14" SCH. 80 PVC 4 I ti TRAP PIPING . . M-111 "' ° a 2" SCH 80 PVC SLEEVES (TYP) 6 EXISTING 4"ABS DRAIN Q 4 o — 3" SCH. 80 PVC TYP. 2 M-111 ° ► I={ I=I I= : - :i::p- - -- —- — - — _ SEAL JACKET TO 'G 4 d . . CONC. HEADWALL . (#644. WITH RTV SILICONE D I I 14 ° a , ' : a , ' \\\ A PVC JACKETED ° P ° I ( I D BEGIN PIPE RUN Al-B1 PIPE INSULATION J D D , , SEE DWG 810-M-002 -— - —- —- — - - I I I WY `a a a • I ( I o a.:. ° 3" BUTTERFLY VALVE p ° p ' ° ,� SEENOTE3 • D ° A ° A ' II D A a 'G • C� D • ° ' ' a ' 0 ° I I ! A A PLAN i i i X11111111 cn �© , 11111111 1 4i I I I 4111111. EXISTING 12-INCH .. I— - - — - 4== I I ! x' 11 CONCRETE WALL SEE ELECTRICAL RE-USE EXISTING 3 7 ,� __ �.,, QUICK DISCONNECT I I I �� FOR CONTINUATION -0-777) imam= , NEW UNISTRUT PIPE M AND LOCKING CAP `mo= I SUPPORT TYP. 2 -- ,� Ill a_m - OF BEAM BELOW n �` N I I OS-12001 ,y • I ! EXISTING 4"ABS DRAIN 1 j i ` —' i 1" TRUE UNION BALL VALVE—ir����-- - -- - - iIi.,.�i - -, -- - — - —- — 4 AND POLYPROPYLENE QUICK I I / ,� N DISCONNECT HOSE FITTING Ili 0 1 � � 1-::: I I � ,4 HIP FOOTPRINT I I r riii�� � �� 4 EXISTING GALVANIZED SUPPORT I I 0 FRAME TO REMAIN n I I e' 1 , NORTH CONCRETE FACE EU- NOTES: OF CONTAINMENT SUMP a 4 r :ut' J' 1 I " INSTALLATION TEE 1. THIS ASSEMBLY TYP. OF TWO IN THIS LOCATION. SECTION SEE SPECIFICATIONS 2. SEE SPECIFICATIONS FOR NEW SIGNAGE IN THIS AREA. 61/2 f� �` UNISTRUT SUPPORT 6 8 _A 3. OPERATING HANDLE FOR NEW BUTTERFLY VALVES SHALL "111 11111111 PENETRATE THE INSULLATION JACKET. /I1111II UNISTRUT BRACE (TYP 2) EXISTING GRATING /1 /111/1 HORIZONTAL AND VERTICAL NOTES: CAUSTIC UNLOADING STATION (TYP) 111/111/1 1. EXISTING 1 14" TRUE UNION BALL VALVE ON SCRUBBER DISCHARGE TO REMAIN. 11111111 REPLACE TAILPIECE TO CONNECT WITH NEW PIPING. ,M11„ DETAIL I 2 ,DETAIL 3 91111 2. EXISTING UNISTRUT SUPPORT IN THIS AREA TO BE REMOVED. SCALE: 1" = 1'-0" 810-M-002 SCALE: NTS 810-M-006 '', CHEMICAL BUILDING pH AND ORP SENSOR TRAP DETAIL I 1 SCALE: 1" = 1'-0" 810-M-001 CD II r: 0 0 m 0 ROTATE BEND TO LEG CLOSE TO�ALIGN DOWN ALL, PROVIDE ADDITIONAL SUPPORTS AS 4\ 0 SHOWN ON 810-M-005 o 0 PVC UNION MT x INSERT MALE PVC CONNECTOR w (REDUCING WHERE REQUIRED) f,�„' EXISTING WALL • d SCH. 80 PVC PIPE w DIAMETER VARIES 1/2" BALL VALVE w S.S. HOSE CLAMP 1/2" SCH 80 PVC Cn /— /r FROM PRIMARY Q CLARIFIER ��� PIPE SUPPORTS v ` %f FROM PRIMARY CAUSTIC PUMP CLEAR PVC VENT LEG AND M — "�•'"`'r FITTINGS FROM TEE TO _ / ■ — CLARIFIER �•....,, __. HYPOCHLORITE ��"'"""�� DISCHARGE END PUMP „ �-- MT x INSERT MALE PVC CONNECTOR A a 1 x 1/2 TEE ON HYPOCHLORITE % , S.S. HOSE CLAMP SUPPLY LINE a z FLEXIBLE TUBING !IIRuIRauuuuu.RR.uI$ LIB 4 1 1 1 1 1 1 _a A a • n Lii DIAMETER VARIES 4' `' NOTES: CONTAINMENT SUMP 0 1. THIS DETAIL APPLIES TO ALL FLEXIBLE TO RIGID PIPE TRANSITIONS UNLESS NOTED OTHERWISE. '0" 1/2" PVC TUBING TO PRIMARY TYPICAL BARBED CONNECTION `` CLARIFIER SCRUBBER HYPOCHLORITE FLUSH VALVE ASSEMBLY N FLEXIBLE TO RIGID PIPE TRANSITION ccsa PROP r L . 50 , �' r'. DETAIL 4 DETAIL 5 DETAIL 5 ''2 --/4-. L= SCALE: NTS _ SCALE: NTS 810-M-005 SCALE: NTS 810-M-005 -0 OREGON `6619, 20� � ER T : T EXPIRES: 12-31-07 NOTAP1' Je . . ' r " , o SCALE WARNING SUBMITTED BY 0 14 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 TP DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 20 OF 59 z° AS SHOWN ' (PROJECT MANAGER'S NAME) LICENSE NO. DATE `1� CHEMICAL BUILDING DWG: 81 O-M-007 IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" Our commitment is clear. CHEMICAL SYSTEM IMPROVEMENTS REV DATE BY DESCRIPTION THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DETAILS DATE: 18-JAN-2006 NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 N c. POINT A (C./ STANDARD SCH 80 EXISTING 1/2°' TRUE UNION BV PVC 45 ° BENDS EXISTING 1/2" TEE WITH PLUG COI zz` FOR CONTINUATION SEE (TYP 2) 4,11....**ii-� SHEET 000-C-0011r ►- N ZZLE COVER N SPRAY O co �+ _ . 24" Q�ACCESS MANHOLE o O 20'° O FOUL AIR DUCT WITH BOLT DOWN LID (FAD) V u v v / VJ a,.,A ..�y:s�lI r , #a A N D NCRETE CURB ROU ., CO C 36 RADIUS SCH �� ACCESS MANHOLE vm FOR CONTINUATION SEE 84 Po VG BEND 0S-402 . _- ... ` 2" PVC SLEEVE SHEET 000-C-001 I �, �_,�-�, I'� TUBING E. { n ry It r.+ W ��_ ^ 36" 0 VENT STACK v v r,. „ , N ti) • �, -._., ....-... .. ' x , n ja "? q I V .. .. 1 ' ' 1R p i,i‘ 1 vl A , .... . ..,„..,-,--- c''''tLLJDGE PUMPING STAT1 . NOTES: 30" 0FAD 1. SEE PHOTO M8 THIS SHEET FOR EXISTING CONDITIONS AT THIS LOCATION. # - 2. CONTRACTOR SHALL RESTORE GRAVEL PAD TO EXISTING CONDITION AT COMPLETION OF WORK IN THIS AREA. 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'''1';'.'''''''i''''':,,41-.1'''':•*-'4.* 4-.''''''- 0 1 , t " ,-..,-,. .,- --:-_,,,,,f,..„..,-„-A.,-.,....,,,,-*,,,,, ,z.z.-..„.„,,,:,„, _ ,J : ' '..,. ''. ' . ,' .„... ' - ,,, , , ..e!)--- fit t aid^�,. �'+5;-,r b'`'r .',j. �s ;� +, .,... ,-;...... „. , ,,co Wx , y" F,. ''''''' ''.' : '''''''. '+ .`"!''... ''.....-'' +',,...,-..'-'1"7,,..:,,, , ''''..... . .... :, ..,..,,,,,..., :,,+, ,,,,.. +,,,..r+.1i. + ' a ■ Wf U) >- , '_ �' zs x�ear--. � �z - h tn J .r te T� _I NOTES: w 1. EXTREME CARE SHALL BE EXCERCISED WHEN THE G M POINT A TO THE NCHIN FRO � � r F ,y , , ' ,.'., '1 n:='err. :.. ''' vk ,'-'s";^r,.. ,_„•SCRUBBER CONNECTION POINT. RECORD DRAWING INFORMATION IDENTIFIES THE . v _, , CROWN OF THE 20 FAD WITH APPROXIMATELY 2.5 FEET OF COVER, TRENCH DEPTH � -^= �'' y . c SHA L BE UST R L ADJ ED TO AVOID CONFLICT WIT ONTRACTO �, H EXISTING UTILITIES. C , E SHALL REPAIR ALL DAMAGED UTILITIES AT HIS SATISFACTION G U S H S OWN EXPENSE TO THE S S C o OF THE OWNER . z w PHOTO 0 e.,6 ta' PARTIAL LAN PRIMARY CLARIFIER CHEMICAL FEED CONNECTION `� PRIMARY CLARIFIER SCRUB E SCALE: 114" = 1'-0" U CD O a. N O C_ N o \`- I N fists/ •� 5040? 9 ./ /1 moo• ► A ai ;,�, OREGON ,o'° iy s, 20ci` . _-, '4 BLUO EXPIRES: 12-31-07 N r SUBMITTED BY o SCALE WARNING ( co �' 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 `© DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET 22 OF 59 co z C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE ��eanat` Services P PRIMARY CLARIFIER DWG: 330-M-®01 AS SHOWN IF THIS BAR DOES DRAWN HA SE 4 EXPANSION o NOT MEASURE 1 Out commitment is dear. CHEMICAL FEED CONNECTION K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS PLAN, SECTION AND PHOTO DATE: 18-JAN-2006 6. REV DATE BY DESCRIPTION T NOT TO CIALEIS CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 1 0) r O 2C) Q PIPING TABLE N RUN DIA. LENGTH** SERVICE NOTES iii HEADWORKS SCRUBBER CAUSTIC (2" SLEEVE WITH 1/2" CST) �e°•°''p •Oe•°•1 - - - o .�'°'s`� Fa•° Al 2" 7' CST SLEEVE a. 0 ,•.••. A2* 2" 4' CST SLEEVE .,a •''"°° °°e,°'• A3* 2" 19' CST SLEEVE NEW CORE DRILL THROUGH CONCRETE WALL O — ri ••``'' u °°'• a°° A4* 2" 13' CST SLEEVE v ,e°° °••1, °••e, a e°+e,e e,•••+ .... •e e ° 0....** ° •• °. • A5 2" 13' CST SLEEVE .N )( e,4'4. I ✓ PI I�1 l e° ,e° •••e �TP� INS c ....., °'••... HYPOCHLORITE TRANSFER PUMP LINE (2" SLEEVE WITH 1" HT) 0 cry Sip uNl 0..• 5'p� ST °,•.• ..,....... B1 2" 5 HT SLEEVE . .° : - •.....,,.° B2 2" 5' HT SLEEVE • $ B3 2" 3' HT SLEEVE FLANGE AND S.S. BLOT KIT I ,,e°°° °• HYPOCHLORITE FILL LINE (2" WITHOUT TUBING) •E`�tA��� `:' 3�i! (� �: e1O..„`..4 Cl 2” 6' H 4. ((,.r 0110-0 -------- ._el i ` G C2 2" 5' H tt (/ A ° • • ° c..-73) " s2 C3 2„ 3! ;;�::�. FLANGE AND °-�------------------'' iiiiii.-:.. 2 : ; S.S. BOLT KIT HYPOCHLORITE TANK VENT LINE ST-355 D3 ■ .... .• D1 2" 7' V .' "°° D2 2" 5' V 4 4 �: °°'°°° D2 2" 3' V FLANGE AND S.S. BOLT KIT _.... 1 FOR DETAILED - ..r �Y>�E ::� -� °°-- ------- TANK LAYOUT ..••' ---- - SEE DWG. 0"...,..... •°'' * THIS RUN OF PIPE IS EXTREMELY LIMITED IN FREE SPACE.ADDITIONAL EFFORT WILL BE REQUIRED TO CONSTRUCT s� 200-M-003 °'° 'e° PIPING RUNS THROUGH THIS CONGESTED AREA SEE NOTE 4 200ST4103 ••a,O•ae° .•,..°° ** PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. CONTRACTOR SHALL .30 •` ''� INSTALL PIPING TO FIT FIELD CONDITIONS.: ........... . n ........0 ,, ,,i... <(--...42„, 'A U .. ■ e .•°••e 7--- %.��i y: .101 s - °•°'1 •t. -• ��'.° 71 �� ■ ,.. a •s °* , ...� �� . e` ■ 001.0i ♦°Y I�err e il 090 E 0. oil 'N 0. ri $ )ao°°o' d°` H ► : Is ' '•eo e �O � ■ • ote a ftl .. P ,•. . I' : to*■ 9 SEE NOTE 4 ter Ek Sip N� U F,IS 44•`'' HA RIM etAy eH Ill IN °��- F SFE l FlIN hiPIN NQI1. p C A cS H k F fk1611i1 ELI �„-.---A1 PNI)LY? H lis IER Ep 0 pE STI Ep i Yp H E S Z (T NE N� �Fkl � N lls NF Rp p Yp T vvA FI STI OTHEpsH AIp �'' 1\11 ,) RAT l ILL N Al W E�U . IN .,, SE (11\1 H 1 l e © ql Cd N F INSTALL PVC END BELL w (TYpI p Ii OBE (TYP 2) � ENFpRI , >- NOTES: �TIEp ✓ 1 I()N . EXISTING CHEMICAL FEED PANELS AND FEED WATER SYSTEMS TO REMAIN IN SERVICE. SEE NOTE 5 4dL 4Y v 2. UTILIZE ALL EXISTING WALL PENETRATIONS, UNISTRUT HANGERS WITH NEW LINK SEAL UNITS 4 UNLESS NOTED OTHERWISE. UM V .• E 3. FOR NEW HYPOCHLORITE FEED PANEL IN THIS LOCATION SEE DWG. 200-M-003. o ■•■��*�� 5 CUT BACK DISTANCE w 4. FOR MODIFICATIONS TO GRATING IN THIS AREA SEE DWG. 200-5-001. 8" TYP. 5. ALL 2" PVC SLEEVES FOR CAUSTIC SODAAND HYPOCHLORITE TUBING INSIDE HEADWORKS E BUILDING SHALL UTILIZE OPEN BENDS PER DETAIL 1 THIS PAGE. FOR IMPROVEMENTS TO THE - NOTES: = EXISTING CHEMICAL UNLOADING 0 6. EXISTING 2" HYDROXIDE LINE SHALL BE USED AS A SLEEVE FOR NEW 1" HT TO TANK. AREA SEE DWG. 200-M-004 .cam,,f� r 1. TUBING SHALL BE PROVIDED WITH SUITABLE SLACK AT EACH BEND TOPPR v <-10'4)�o ALLOW A SMOOTH TUBING SWEEP WITHOUT KINKS OR STRESS ON TUBING. •0 7. EXISTING PUMPS, PIPING AND RELATED COMPONENTS ON THIS WALL SHALL BE DEMOLISHED, -P a. SEE CONSTRUCTION SEQUENCING PLAN SHEET 200-M-003 AND REFERENCE PHOTOS. 2. CUT BACK DISTANCE MAY BE SHORTENED ON ONE LEG AND LENGTHENED OR TUBING. OTHER TO SUIT FIELD CONDITIONS AND PROVIDE SMOOTH BEND ,�e PROP 0 8. APPROXIMATELY 50 FEET OF 1-INCH PVC CHEMICAL FEED LINE FROM THE EXISTING METERING U G . iN$ s� N PUMP PANEL SERVING THE PRIMARY CLARIFIER SHALL BE REMOVED. CAP THE LINE AT THE z 94 4� g NORTH WALL OF THE BLOWER ROOM. ISOMETRIC -407., r-, 6 HEADWORKS CHEMICAL FEED � - 9. PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE OPEN BEND DETAIL 1 OREGON ISOMETRIC DRAWINGS DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. NTS SCALE: NTS - REFER -oF ��y 9 24�` ,� CONTRACTOR SHALL PROVIDE FITTINGS AS REQUIRED. i -NIT ,_ .1 ' �,�'�"' WITH rIi!s /1;ERMMiT EXPIRES: 12-31-07 N (.7) SCALE WARNING SUBMITTED BY 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 � DURHAM WASTEWATER TREATMENT MECHANICAL SHEET: 24 OF 59 1 _ , MENT FACILITY 6 NONE C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE Cl ater� Ser e HEADWORKS BU N DWG: 200-M-002 IF THIS BAR DOES DRAWN eanW vac s PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Out commitment is Meat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS CHEMICAL FEED ISOMETRIC DATE: 18-JAN-2006 T DRAWING REV DATE BY DESCRIPTION NOTTO SCA EIS CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 0, a CO O DEMOLISH EXISTING LINE TO EXISTING CHEMICAL FEED PANEL. SEE SEQUENCING NOTES 9 AND 10 ti SOUTH WALL WEST WALL NORTH WALL N te.. N ° CONNECT TO EXISTING I a i 3/4" CHEM. FEED TO SCRUBBER r 3/4" LINE ® • ® 7 I Fr* Ill a I 6 I DROPPED CONCRETE 2" CS ___- - _:_ ---. - - _ - - - __._ _ - - ._ - - - - - - - - - - - - - - - -- - _ - - - - _ : ---- _ -- - _ _ - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - .__ _ - - - ' 4 - - - - - - - - - - - _ - _ - - - _ - - - - . _. MI - ----- --- - ----- --- -- - ra CEILING I 2„ H - - - - ; ` _ _ _ _ _ _ _ _ _ _ = — :e • °— ;I L •. 3” V -C- - -- - - - - - - - - - - - - - - - — - - - - - - — - - - - - - - - - - - - -- - - - - -- - - — - - - — - - - - -4) -A,_::j-=_-_AE1-- - - --- - - - -- - - ---- — -- FR n (C- 3" NPW -- DEMO 3" V • ,• o��o• r -_-',C ■r..a.e.a.a..as..s..e.sa... H ■.e.r - - •, i ! I Uhl- - - - - - --'411- - - I MI ''•. '•. 200LE4104 ''.. MiliMMIIMMIMMI* CI o sla h. o■■o SEES I � � � • , r I GENERAL SELECTIVE DEMOLITION NOTE 3 °��° I FOR EXISTING CHEMICAL'.1- - - - - - - - - -. - - - - -_ - - - - - - - -- - - - - - - - - -- - - - - _ - - _ - _ _ - _ i SEE GENERAL NbTE4 i 2" NG P. o I 0 , ( FEED PANEL AND ACCESSORIES. SEE ® 0 to i : i I SEQUENCING NOTES AND 0-,ammo r 'r 4. "I PHOTOS M15 AND M16. Q ` EXISTING • • {-r' r-�^ ' ; •• a ;OFP EMERGENCY .. �' •' '' SHOWER & ► J �. I , ,. .c:.....:3 .... �_ �; ......:� , , v •i • • EYEWASH 3 : -_ 3.4" PW I c. .• TO REMAIN I , u, 200P4107 T 41 i 200P4108 � � � . .,.. ::. � EXISTING HOSE R I I = :":•.. ... o� o RACK AND BIBB 31111° 11 "ii. ■ + ■ ii. : TO REMAIN l a ® ® ' : o o ;71--‹ ■ i i ... ...®®.. . .®...®•,...®..®•...•..•......®®..®.....®.�..®�®.®®®®®..®�... a. ..... ..I::z 5 ' '_-�--__1, " H TO EXISTING 12 ° ° v� : FEED PUMPS b 0 I DEMOLISH'EXISTING PIPING AND •200P4109 N I °' '° 200-M-005 < HYPOCHLC RITE PUMP IN THIS *ZVI: F • 2 _ >, z AREA, SEEPHOTO M14 • • • d : 5 I M I 1, ( ' : J. J,. . i . i ■ 11 im •■I 9 :•�I `•*..wry �{ ]F a..�iii AI dallbr. ............Niiiiiii....iiiiiiii .4 " " FOR PIPE CONNECTIONS uIIN �uRauh���an��m����■■�m��mm�■■ ■ ■ ■ ■■r■���m��m����m�■mm�r��r����>�m�■��m■■�� lim■�m■■■����s�■ ■��■■����■�m��■r��-■■��m��mm����m�■■�m��■■�m■���� ■�m��■ ■��■��mum�■��i�m��■ ■�r�■■ ■m��m��■ ■■ ■■��■m��mm���■ ■��■mm��■��■■��■ ■����■������■ ■ ■��■ ■����■ ■ ■��■m■ ■►��■�■■■■����m■�■����■����■�■■mul TO TRANSFER PUMP AND 3/4 x 1/2 RIGID TO I DEMOLISH 2" HYDROXIDE LINE TO TEMPORARY ACCESSIORIES SEE SEE GENERAL I (TYP 2) FLEXIBLE PIPE CONTAINMENT SUMP -�- ��-'''�� : HYPOCHLORITE DRAWING 200-M-006 NOTE 5 (TYP) DISCHARGE TO ODOR SCRUBBER I TRANSITION I I TANK DRAIN SUMP IN THIS AREA CONNECT TO NEW TANK WITH DEMOLISH 3 VENT LINE .g SUGGESTED CONSTRUCTION SEQUENCING PLAN: 2" FLEXIBLE CONNECTION SEE I 1i I SPECIFICATION I a 1. SALVAGE EXISTING 600 GALLON SODIUM HYDROXIDE TANK TO OWNER. 5. DEMOLITION: )r m °0 2. TEMPORARILY SHUT DOWN FEED WATER SYSTEM. MAXIMUM SHUT DOWN A. DEMOLISH EXISTING HYPOCHLORITE FIBERGLASS TANK AND DURATION FOR THIS SYSTEM IS 6 HOURS. ASSOCIATED PIPING AND LEVEL CONTROLS. SEE PHOTO M12. tp SCHEDULE ! THE EXISTING TANK MUST BE CUT UP IN PLACE TO FACILITATE GENERAL NOTES: v' A. INSTALL NEW 3/4-INCH COPPER TEE AT POINT A t AS SHOWN ABOVE. REMOVAL. SEE PLANS FOR EXISTING PIPING ON WEST WALL . TO REMAIN. EXISTING CONCRETE FOOTINGS FOR OLD TANK 1. NEW CHEMICAL FEED PANEL SHALL BE A 1/2" THICK PVC PANEL SECURELY MOUNTED 12-INCHES o MARK SIZE DESCRIPTION B. RE-PLUMB EXISTING RPBD: MAY REMAIN. SEE ELECTRICAL SHEETS AND SPECIFICATIONS OFF OF THE SOUTH WALL WITH UNISTRUT. z FOR SELECT ELECTRICAL DEMOLITION ON THE WEST WALL TO w 1D 1/2" CARTRIGE FILTER, SEE METERING PUMP SPECIFICATIONS. TWO TRUE UNION BALL - SHUT OFF VALVE ON RPBD DISCHARGE. BE PERFORMED AT THIS STAGE. 2. ALL PIPING ON CHEMICAL FEED PANEL SHALL BE 1/2" SCH. 80 PVC WITH THE EXCEPTION OF THE o VALVES, PVC NIPPLES, AND PVC REDUCING BUSHINGS FOR FILTER AS REQUIRED. METERING PUMP SUCTION AND DISCHARGE LINES AND CONNECTIONS TO THE AUTO VENT VALVES - REFERENCE PHOTO M10. CONNECT OUTLET OF RPBD (POINT B) TO B. REMOVE EXCESS 2-INCH HYDROXIDE PIPE AND 3-INCH VENT WHICH SHALL BE 1/4" CLEAR PVC FLEXIBLE TUBING. LTJ I-cn 2C 1/2" PVC PRESSURE REDUCER. SEE SPECIFICATIONS. EXISTING FEED WATER LINE (POINT C) WITH 3/4-INCH COPPER PIPE ON WEST WALL TO LIMITS SHOWN ABOVE. SEE PHOTO M13. PIPING ONE BRASS UNION AT THE RPBD DISCHARGE END AND a OVERFLOW PIPE AS SHOWN IS ROTATED 90-DEGREES FOR CLARITY. ROTATE TEE OUTLET TOWARD J 30 1/2" ROTAMETER ASSEMBLY INCLUDING INLET UNION, NEEDLE VALVE ROTAMETER, MISCELLANEOUS FITTINGS A REQUIRED.APPROXIMATELY - C. REMOVE EXISTING HYPOCHLORITE WEST WALL AND SUPPORT OVERFLOW PIPE TO WALL WITH UNISTRUT MAINTAINING A 6-INCH OFFSET DISCHARGE UNION, PRESSURE GAUGE AND BALL CHECK VALVE SEE SPECS. ISCE SOUS GS S QU 5 FEET BOOSTER PUMP AND RELATED FROM WALL TO AVOID CONFLICT WITH NEW ELECTRICAL CONDUITS IN THIS AREA. INSTALL LENGTHS 0 OF PIPE. PIPING AND ELECTRICAL COMPONENTS. SEE PHOTO M14. w 0 1/2" PRESSURE RELIEF VALVE AND BACKPRESSURE VALVE TYPICAL (2) SETS. SEE AS SHOWN. = SPECIFICATIONS. PROVIDE CLEAR PVC DRAIN LINES FROM BOTH VALVE SETS - DEMOLISH ALL MECHANICAL AND ELECTRICAL DEVICES ASSOCIATED 6. CONSTRUCT NEW GRATING BEAMS AND SUPPORT SYSTEM FOR NEW TO DRAIN SUMP. WITH THE WATER CONDITIONER. SEE PHOTO M11 AND ELECTRICAL HYPOCHLORITE TANK. COMPLETE NEW GRATING OVER ENTIRE.4. 4. FILL LINES FOR NEW HYPOCHLORITE TANK SHALL EXTEND TO WITHIN 1-FOOT FROM BOTTOM OF TANK. V DRAWINGS AND SPECIFICATIONS. CONTAINMENT SUMP. SEE DRAWING 200-5-001. 1" HT SHALL EXTEND TO THE END OF ITS 2" SLEEVE INSIDE TANK. °' (2) - GRUNDFOS DIGITAL DOSING PUMP (TYP. 2) SEE METERING PUMP SPECIFICATIONS. % - DRAIN SCUPPER AND PIPING ON RPBD TO REMAIN. 7. INSTALL NEW CHEMICAL FEED PANEL ON SOUTH WALL INCLUDING ALL 5. PENETRATIONSTHROUGH FRP GRATING SHALL BE MADE FLUSH WITH ADJACENT GRATING RIBS. SEE 0 Q 1/2" CALIBRATION COLUMN. SEE METERING PUMP SPECIFICATIONS. ELECTRICAL CONNECTIONS. TEST AND CALIBRATE THE PUMPS WITH SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. z - w 3. FURNISH TEMPORARY HYPOCHLORITE TANK WITH SECONDARY CONTAINMENT POTABLE WATER. 6 07 3/4" FLUSHING WYE STRAINER w/ 1/2" VENTED BALL VALVE. HAYWARD OR EQUAL. SYSTEM. HYPOCHLORITE USE IS APPROXIMATELY 100 GALLONS PER DAY. 8 1I2"x114" BARBED CONNECTION. 1/2" UNION w/ 1i2"x114" MALE CONNECTOR AND PROVIDE TEMPORARY FILL AND VENT PIPING FOR TEMPORARY TANK. 8. INSTALL NEW HYPOCHLORITE TANK AND ASSOCIATED PIPING. LEAK TEMPORARY TANK MAY BE FILLED FROM THE RE-CONSTRUCTED TEST HYPOCHLORITE WITH POTABLE WATER. FILL NEW TANK WITH © 1/4" STAINLESS STEEL HOSE CLAMP. HYPOCHLORITE FILL PORT AT THE EXTERIOR LOADING STATION. CONTRACTOR HYPOCHLORITE UTILIZING NEW TRANSFER PUMP. PANORAMIC ELEVATION A „ IS RESPONSIBLE FOR KEEPING THE TEMPORARY TANK FULL FOR PLANT ION 9 1/4 0-30 PSI PRESSURE GAUGE. SEE SPECIFICATIONS. OPERATIONS UNTIL NEW TANK IS ON-LINE. CONNECT TANK TO THE EXISTING 9. TURN OFF EXISTING CHEMICAL FEED PUMPS, CONNECT TO EXISTING SCALE: " = 1'-0" PUMP PANEL HYPOCHLORITE SUCTION LINE. SHUT DOWN EXISTING 3/4-INCH FEED LINE TO SCRUBBER AND PUT NEW PANEL ON-LINE. L... -00 0 10 1/2"x1/4" GAUGE GUARD. SEE SPECIFICATIONS. HYPOCHLORITE BOOSTER PUMP. MAXIMUM SHUT DOWN PERIOD IS 2 HOURS. T 1/2" D PROF a 11 1/2 AUTO VENT VALVE (TYP 2), PROVIDE CLEAR PVC DRAIN LINE. SEE METERING 10. ONCE THE OWNER HAS DETERMINED THAT THE NEW PANEL IS �� t�°ix�. � N PUMP SPECIFICATION. �' OPERATING SATISFACTORILY, BEGIN DEMOLITION OF EXISTING INTL 50407 CHEMICAL FEED MECHANICAL COMPONENTS ON NORTH WALL. ALL " "A--, c 1a 1/2" DOSING MONITOR (TYP 2). SEE METERING PUMP SPECIFICATION. CHEMICAL FEED PUMPS AND PIPING SHALL BE REMOVED, SEE PHOTOS OREGON M15 AND M16. CUT OFF METAL PUMP SHELF AND ALL METAL PIPE "°F 4/ 9 2 BRACKETS ON PUMP PANEL AND GRIND FLUSH WITH PANEL. • rT()7- �� ti .. � �• 8LUM 11. SEE ELECTRICAL SHEETS AND SPECIFICATIONS FOR SCOPE OF ii,s 'y EXPIRES: 't2-31-07 REMAINING ELECTRICAL DEMOLITION. N T o SCALE WARNING SUBMITTED BY MECHANICAL SHEET: 25 OF 59 co 0 I DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 -\ MECHANICAL DURHAM WASTEWATER TREATMENT FACILITY z 3�"_ 11-'°" (PROJECT MANAGER'S NAME) LICENSE NO. DATE ater� Services HEADVI/ORKS BUILDING DWG: 200-M-003 IF THIS BAR DOES DRAWN C KITTS CleanW PHASE 4 EXPANSION CHEMICAL FEED SYSTEM o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS PANORAMIC ELEVATION DATE: 18-JAN-2006 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 0 N O 0 EXISTING SODIUM HYPOCHLORITE EXISTING SODIUM HYROXIDE UNLOADING PORT TO REMAIN PORT TO BE REMOVED z ti .•. N . I ,I 4+ r' , CO 0 a ?Th\ A. ;� 6" DIA. BOLLARDS Oo I I IN FOREGROUND (TYP. 2) P 4 = I it �.� .., c o STORAGE FLUSH MOUNT I 302 WALL BIBB ,. —• t----i PVC JACKETED 0 flat PIPE INSULATION 0 co —72+----. 1, REMOVE EXISTING PIPE STAND AND,-----_.mow` REPLACE AFTER INSTALLATION OF ----_._� . / 9 m 4 NEW PIPING AND PAVING IS COMPLETE !4 ' n n Q `Q v n• Q _ _ d d . Q a4 d i ° '• EXISTING FLUSH MOUNT EXISTING CLEANOUT : ` ° . I °"' .° , HOSE BIBB TO REMAIN SEE NOTE 3 •° : , PROTECT EXISTING 3-INCH GAS '�..�� NEW 2-INCH d SCH 80 PVC CONDUIT FOR ' '' ; ' — _ Q• ' N'NN\. ht-- 7 SUPPLY LINE AND APPURTENANCES HYPOCHLORITE TUBING FROM NEW IN THIS AREA 4%- TRANSFER PUMP IN CHEMICAL BUILDING NEW 2-INCH SCH 80 PVC CONDUIT FOR CAUSTIC TUBING FROM CHEMICAL BUILDING PROTECT EXISTING GAS III -FL NOTES: SERVICE AND PIPING IN ' ��o u '-`-'�`0 THIS AREA J- •••"'' 1. ABOVE GRADE INSTALLATION FOR NEW PIPES,AND FOUNDATIONS FOR BOLLARDS ARE NOT SHOWN II IN THIS ELEVATION FOR CLARITY. = .,r. r. aJ ELEVATION I A SCALE: 34" = 1-0" - EXISTING HYPOCHLORITE EXISTING EMERGENCY ' ' UNLOADING PORT TO REMAIN 47. SHOWER TO REMAIN d v d! 6" DIA. CONC. EXISTING DRAIN EXISTING 12' x 6' STORAGE CONC. PAD 302 BOLLARD SEE NOTE 3 a EXISTING HYDROXIDE UNLOADING PORT. (TYP. 2) •'� .o • .. DEMO ALL PIPING AND VALVES AND -- 4---- --- + NEW 2-INCH SCH 80 PVC CONDUIT , • " ° © ` UTILIZE EXISTING WALL PENETRATION i IN FOREGROUND. FOR OPEN BEND . ©. , Irilir a SAWCUT EXISTING CONC. PAD 36" WIDE AND FOR NEW PIPING SEE DETAIL 1 . ' d . , CENTERED ON UNLOADING PORTS. EXCAVATE 10" I THIS AREA BY HAND TO AVOID DAMAGE TO ,-. '� V 200-M-002 d r a 9 - A ,, `--6�_�_.-, •�••• •-•• •-••••�••; ••• UTILITIES. SEE NOTE 4. ,,—.ii-1---11-7,1_,_..._t t t I t 't ^.....+' . A° ___,,______,' '41 r*----) 00/ y-_-4 ��'/�_ .—_ i_ o.. 12" RADIUS _A' _ , NEW 2-INCH SCH 80 PVC CONDUIT FOR ,r - CAUSTIC TUBING FROM CHEMICAL BUILDING. PVC SWEEP rj-s a, :AO INSTALL BETWEEN TWO EXISTING PIPES r __ _: ON THIS WALL, SEE PARTIAL PLAN cn c SAWCUT EXISTING AC 24" WIDE FOR (2) I k '� NEW 2-INCH CONDUITS. L i ' NEW 4-INCH CORE DRILL THROUGH 0 FOR CONTINUATION SEE DWG. 000-C-001 ;� EXISTING CONCRETE WALL, SEE NOTE 3 I y SEE NOTE 4 EXISTING AC c' PAVEMENT -- b _ c (''' `� 4 '. EXISTING INSULATED WALL a NOTES: r z a; a CD 1. CONTRACTOR SHALL CAREFULLY LOCATE ALL EXISTING UTILITIES IN THIS AREA PRIOR TO ° . • :° �' �• a a NOTES: w STARTING ANY EXCAVATION. EXISTING UTILITIES SHALL BE PROTECTED OR REPLACED AT 0 NO ADDITIONAL COST TO OWNER. I 1. EXISTING HYPOCHLORITE UNLOADING PORT IN w EXISTING CONC. PAD f PVC JACKETED BACKROUND NOT SHOWN FOR CLARITY. 2. THREE UPPER WALL MOUNTED WARNING SIGNS IN THIS LOCATION SHALL REMAIN, TWO PIPE INSULATION cn LOWER SIGNS SHALL BE REMOVED. 3 �+ SEE NOTE 4 AND 2. ROUTING OF UNDERGROUND PORTIONS OF NEW v CLEANOUT IN KIND TO AVOID CONFLICT PIPE PENETRATION ELEVATION A LINES SHALL AVOID EXISTING BUILDING FOOTING. o 3. REMOVE AND REPLACE EXISTING DRAIN AND CLEANOU N 0 O IN NEW CONC. 200-M-006 / w WITH NEW PIPING. I �� 3. AVOID EXISTING ELECTRICAL OUTLET AND WIRING 4 4. REMOVED AC AND CONCRETE SHALL BE REPLACED AFTER CONSTRUCTION OF NEW UTILITIES. FOR TYPICAL TRENCH IN THIS LOCATION ON INTERIOR WALL. . a) -ai C SECTION SEE _ _� _ _�_—-—- - — 24" RADIUS 4. ALL EXTERIOR ABOVE GRADE PORTIONS OF NEW E % C-601 PVC SWEEP PIPING SHALL BE INSULATED AND SEALED TO PARTIAL PLAN CONCRETE HEADWALL WITH RTV SILICONE. Z or HEADWORKS CHEMICAL UNLOADING SEE SPECIFICATIONS, :i W 6 I SCALE: 34" = 1'-0" E SECTION IBI a� SCALE: 34" = 1'-0" .Q L. 1 N O (0) PRO, ca 4 g., 9 = AC-17-73: ai it OREGON �O1 ,466# 9, 20 Q REF EP T , ' ; Al. BLUO NOT ;( R_ ' O ;1_,;,,, EXPIRES: 12-31-07 N T o SCALE WARNING SUBMITTED BY 0 1� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 )v DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 26 OF 59 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE ater r HEADWORKS BUILDING DWG: 200-M-004 3�"- 1��0�� IF THIS BAR DOES DRAWN C KITTS Clean1 Se Vices PHASE 4 EXPANSION o NOT MEASURE 1" ��r commitment is clear. CHEMICAL UNLOADING STATION THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS PLAN, ELEVATION AND SECTION DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 / ,d N O o PIPING TABLE 0 N z RUN DIA. LENGTH* SERVICE** NOTES*** N Al 3/4" 3' DRAIN SUPPORT NEW PIPE ON NEW UNISTRUT PIPE SUPPORTS. NEW CORE DRILLED WALL WITH LINKSEAL. iii o A2 3/4" 14' DRAIN SUPPORT NEW PIPE ON NEW UNISTRUT PIPE SUPPORTS. 0 n. A3 3/4" 25' DRAIN SUPPORT NEW PIPE ON EXISTING UNISTRUT TRAPEZE APPROXIMATELY 14'AFF. / /.//0 A4 3/4" 4' DRAIN A5 3/4" 10' DRAIN SUPPORT NEW PIPE WITH NEW UNISTRUT BRACKETS ON UNDERSIDE s OF EXISTING BEAM. a 0 -a A6 3/4" 4' DRAIN 0 L A7 3/4" 2' DRAIN NEW CORE DRILLED WALL PENETRATION WITH LINKSEAL. a) Cl) = B1 1 1/2" 4' OSD NEW CORE DRILLED WALL PENETRATION WITH LINKSEAL. ...„< .,�' EXISTING CONCRETE <2 BEAM * PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. CONTRACTOR �, , •,.. 4 SHALL INSTALL PIPING TO FIT FIELD CONDITIONS. P -.,.C'� ** DRAIN PIPING SHOWN ON THIS SHEET SHALL BE CONSTRUCTED TO MATCH HYPOCHLORITE SERVICE AS DENOTED IN THE PROJECT PIPING SCHEDULE. *** PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE ISOMETRIC DRAWINGS 1414,4b DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. CONTRACTOR SHALL PROVIDE SUCH •� FITTINGS AS REQUIRED. 4 t&, ,.. - q/ p,6 A2 ..4 & � ' ,1 NEW WALL ° PENETRATION �e (TYP 3) p,3 I 5 AI N EXISTING UPPER T • 200P4109 INS ELECRTICAL NEW SCRUBBER 1 1� ktio*O CONDUIT RUN BRAIN PUMP SEE 10 NLi � 2 B N�� EXISTING LOWER A4 ELECRTICAL CONDUIT RUN c rn z7 , 0 0 0 6 40 e.. 4-40460. ccl 'f--4::› E :�►`+�' . Ca a) * Z 0 Fii O a m o- `r�F >- '�' U J U_ m w I 0 t V c a) E z NOTES: w ' 1. FOR NEW ODOR SCRUBBER DRAIN PUMP E SEE SHEET 200-M-006. 0 U a) 'o a N 0 r CL C.5 4„GIN*. .p 0 ilia_r`'' 50407 ---r■O` , ......_A., .1._ hi ISOMETRIC -o OREGON GRIT STORAGE ROOM r F � ((‘4 )4/.)' � ," NTS APAR OVE 4 8LUM O DI � T I Al1 T EXPIRES: 12-31-07 N G SCALE WARNING SUBMITTED BY L' 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 ~% DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 27 OF 59 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE `` HEADWORKS BUILDING DWG: 200-M-005 NONE IF THIS BAR DOES DRAWN C KITTS C1eanWater Services PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS .0 NOT MEASURE 7 Out commitment is cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENT -' THEN DRAWING IS MWH K. L. MALLON 65118PE 1/18/06 IMPROVEMENTS GRIT STORAGE ROOM DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 ilr , 1 N aQ d o '/. (0 O ,/ o ct •40 Z NEW UNISTRUT ,.,o`er PIPE SUPPORT �� 1 ti 0 O�' Ca a. i INSIDE SURFACE I OF TANK WALL I Y I J c I a CORE DRILL WITH I 3/4" PUMP DISCHARGE N NEW LINKSEAL SEE 200-M-005 FOR - WA, 2" SIPHON TUBE v (TYP 2) I CONTINUATION NOTCHED END + �,.% l a) I m 1 1/2" SCH. 80 PVC I TRAP PIPING ___ Q. , Q ! u SECTIONAL SIDE VIEW SECTIONAL END (INSIDE OF TANK) VIEW lail- --- F=mor. - - -- -- - =lopa:4i=S ':ic[=iA}io ----/ ----f IIKEDO iii' NM it a II A I v --t HEADWORKS HYPOCHLORITE TANK PARTIAL PLAN OUTLET SIPHON TUBE 2 SCALE: NTS 200-M-003 E 1 '! tI EXISTING 2" HPA SEE 200-M-003 FOR EXISTING PIPING IN THIS AREA CONNECT TO EXISTING 2" r HPA WITH 2x1/2"TEE j "` .. EXISTING I � _� ,�-• r-� EMERGENCY SHOWER 1/2" HPA \' SEE NOTE 1 P /I CO RIGID TO FLEXIBLE CONNECTION I § , ii' , 810-M-007 (TYP 2) / I l.-�' ' E •C a 3/4" NEW CHEMICAL FEED G' ' o • 3/4 PVC TUBE SEE ELECTRICAL PANEL SEE SHEET Q 1 , / I / , z FOR CONTINUATION 200-M-003 / / A © c-5 I \ ��` �, WARNING A I * A _ ..._ WALL MOUNTED SAFETY / I / w 3/4" BALL CHECK SIGN, SEE NOTE 2 IUO o o / I vo o co - 0o I D�oo a.VALVE �0�O O O NEW UNISTRUT PIPE 00 ° 0 ,, SUPPORT TYP. 2 M ( 200P4109 ) I I J A I A w v NEW SCRUBBER � I 1/2" THICK CLOSED c DRAIN PUMP Q= a _ __-_ _..__=% _ - _ - _ -_ - i�i _ _� PPEWRAP NEOPRENE E Pr!' % NEW FRP W8x1/2 FASTEN TO EXISTING I z CONCRETE FLOOR WITH (4) 5/8" 0 5" p c=,-„= __I_ o L. _a I , Lii EMBEDED SST ANCHOR BOLTS r a I I co E ' ` 111111111 11111 1111111111 NOTES: ; . I 0 7.----------- , DRAIN LINE FROM U 1 FLEX TUBING FOR AIR CONTROL LINES SHALL BE --,� NEW CHEMICAL •0 1/4" O.D. x 0.040 WALL TYPE 1 GRADE E5 WP 150 FEED PANEL PVC PIPE PENETRATION IN NEW CONCRETE a. PSI POLYETHYLENE TUBING. PARKER PARAFLEX SECTION - A 1 o OR EQUAL. PROVIDE COPPER / POLYETHYLENE r COUPLINGS AS REQUIRED. <0 PROP 0 �"' GIN* •s/ 24x18x18" POLYETHYLENE TANK. c,,44 4. 2. SAFETY SIGN IN THIS LOCATION SHALL COMPLY SUPPORT TO 2 CONCRETE WALLS DETAIL 3 it .77 °4k.C.---- WITH THE REQUIREMENTS OF SPECIFICATION r hi ir SECTION 10400 AND SHALL READ AS FOLLOWS: - WITH UNISTRUT BRACKETS SCALE: NTS 200-M-004 "SUMP CONTAINS SPENT SODIUM HYPOCHLORITE DETAIL �._.._ OREGON.0 SOLUTION. INTRODUCING ACIDS MAY CREATE SCALE: 1" = 1'-0° Zoo-M-005 L---....J r `g'�y 9, 20 ,�Q' CHLORINE GAS." ' tREFER t NOT APPROVED Wili , ,, 1-_ EXPIRES: 12-31-07 N T o SCALE WARNING SUBMITTED BY r' 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 P DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 28 OF 59 z AS SHOWN IF THIS BAR DOES C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE riWat Ser 1 HEADWORKS BUILDING DWG: 200-M-006 o NOT MEASURE 1° DRAWN ea V CeS PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS -' THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 Out commitment is clear. ODOR CONTROL DATE: 18-JAN-2006 O ROL CHEMICAL SYSTEM IMPROVEMENTS DETAILS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 / co , d "'°� „! ,...;.w.,..'..�, Cii} Yi.%C:Y Vie&fib[»JRYT.HSYC:t,.S^NiP_*...EiG..,,Y..Ek.YS.....'.C4.,. .Y.S,G.'.'Y.'A..^T.xSffi91:8/S.F:d ..,5n„«.:..t«dd-�ASb d»`t'1»4.6'_fro.i...n„i..,..et'.F..�ti_^4.L...v-..,Ew,:•x.3."C.,....4d.°°,.w".ww+• w..+>-d.w+�w.m.w+.«.«...a+«.i... , • •.„.t.yA, a ...w�,.,..w3,.10...1.04A,...f.,...,,.......e.,. 'l.w,..∎.-M.14.3.t0.4 r w.:. u.e.,.,..,44.......,,, s., '.,,,T81.7.S2.4-xc; .,m az vsraa x,.s., .s..c.rvxnztassrn*>yer ..men. :- ,aev.�s-:w,»<s:. e; .. ns rsw �aa`saeus. °s,�. _. .......sue.•ar.p, ., w> ...",.....�. n-.-... . .. .....r c,a. zrs .\ \ • N � k ° FAN ROOM , Z { pr. / I fY ,f i *.ek..1 i.. ..: t , '•vssta /// k ° PP— Y' p - +` ' ,' 0 [ ' il,i a • °7 •RzK NNN FeV � " `' « p ew.xm � `r` af p,s{ci e e,O r s • L . ' / g + +Y { &` <� '„_ { 0 �� ' w � Qj.� : y 3y i,'Y td d 56 \ {F ,k 9 � , � if. HVAC BALANCING TABLE Q. i . - i.N r -' -'- TR.._,� w � �. � . ' YZ ��`� �� DIFFUSER STATUS SERVICE RE-BALANCED FLOW NOTES - , f 1., ,,o i 1 4.--- ; .. 7, :,; SCREENING ROOM UPPER LEVEL « .a �a 4 x�saz za rsr»mzr a arxia�e zr_�z`seass�xr su �s as,•-,1,,,..,--,.afw.r,:�av,a<v..:,s....,*..,.,.�,—,...„,,,,, .e �a ..asss a ? 4, d = t rs, _, y ..:. �� r 3 4- °%, A EXISTING SUPPLY 1560 CFM i . e 1 ; , .. r M FS -0 Y� Aa' �r `&2. a./ aC+1. , ,_{ d' + A5' �'' .k` ' t�&; ,"tar ;: �+ , �� //„.., �, CI EXISTING SUPPLY 1360 CFM fi 11 1 x p —■ `' � © .T� � � '" (9) EXISTING SUPPLY 1360 CFM i 1 : li ., - � i . s ak �_ .p _ ....� �" , y_ ® EXISTING SUPPLY 1560 CFM k"--7 h° '''' i i 1 , i ® 4 1 1 * '' 5 Ta ® EXISTING SUPPLY 1560 CFM g y� � .a 3z, apd j ��4�' .. . u+w.~s r rk ? a 1 'r;4 i © „.,I : : rS _"` `" :� f © NEW RETURN 200 CFM FLEXIBLE HOSE TO UPWELL HATCH I t ), , . . - f' � -� \ f ® NEW RETURN 200 CFM FLEXIBLE HOSE TO UPWELL HATCH 111 1: EXT ND FO LAIRD C TO THE rx•,, �, a�' SO .�� � .0 EENING t -3n �x •; NEW SUPPLY 750 CFM a x EXISTING ROOM AND ROUT: SUC ION TO ' ;......,--t--._ .� ...e+r�... ......,,.«... .,,._...•....w�imc�-° i THE TWO INF :} r �LUE r T CH NNELS NEW SUPPLY 750 CFM .,.,:,.ky.•sr.m � i' .. 4�rig.wz_.,M. �..,-, -»:#�° �_.« � �" J �••a' ''} scr�•r,��ra�atsssr'�'r J .d b '�a `Y+ � `°s ab1Y ' r i z ex. i, � SCREENING ROOM - LOWER LEVEL (SEE SHEET 200-M-012 J,','ip, l d, fy�y A a 4. bj t ; •at• . 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W+ .p. a,.. ., . t `,. r4.•°pus ,.__., . ._ _ ,5..w _., ,,, `, ,,,,..�._ _.... ,. ,,u._.. ., ...., ,.., .,._ 5� ....r �•- w .w� u. .., �� 50407 'p ...... a ''' P - \ I SCREENING ROOM PLAN OREGON �� ��Y 9, 20 Qv NTS FE N ,„ ,.: 'cz' NOT APPROVED �' .z q. 8LU0P� CD �VI T}I i EXPIRES: 12-31-07 N e- CO SCALE WARNING SUBMITTED BY .. co 0 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 ~� DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 30 OF 59 z NONE ' (PROJECT MANAGER'S NAME) LICENSE NO. DATE `,� HEADWORKS BUILDING DWG: 200—M-008 IF THIS BAR DOES DRAWN C KITTS Cleannater Services PHASE 4 EXPANSION SCREENING ROOM HVAC o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Out commitment is cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS IMPROVEMENTS DATE: 18-JAN-2006 T DRAWING REV DATE BY DESCRIPTION NOT TO SCALE EIS CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 o • 2'x2' DUCT o . G 0 N �T�■ Z .r. —1 t� N MOUNT RETURN DUCT INSIDE BEAM POCKET -. 2'-0" .► ^' ...:-t•n rt :.-.,.€ r.,. `,k% .; zx i. -k t?... ., i' : t CI ^ ' _. . ^ ++-'//�� '€ Ten v:�t! =7 f:' ..�tt+.a. ?� �" 77yya�.. w.I:fliri". .SCSI r , .r:.S..>..w^.i� Ssz.:3 ,3,.'F',<.."..�:.,.^�;'z>a; w.�:>^s„+� r....?::u:.: cs: °.�-,«s.r<v. - s ,. .:. c ...:....,w^ar-x:w.i" -:' ^ss, awe.^s:., r,....- .n+..x,..u,•�,...° °„.3t* tr✓r y.� � .�z• r � .mac-.,.rx„;.. -:.a. -u a m. .. ,...„, .,x�.. .a:...s°r- t '• ., »�,ca� �F .���:•:�-:.ek�::x....'r'*�cY�^�'^.�a"�;ua-^::srs.,.,. .:.`...�,>�..;�v�r'�:S�tkrmr'Ti���?�..r �- ADJUST �.,,,J.-,a .5.c, ... a>:�:� •a a.^: .....�Fr.«_. w ,,u.. .,. '.. :_:..:5'�o-:..�r^_..,.-. d x ,°s-.��.'.F. 9'ta .:.�. " .::� �,� ..... .r�." ;.,,. .: ::. INTERNAL DAMPENER ADJUS -' _4. '---, AS REQUIRED DURING FINAL FLOW BALANCING. Q. > g _aris v BOTTOM OF MANIFOLD BOX f ., SHALL BE 12 GAUGE PLATE I L t CD CA ATTACH DUCT TO EXISTING I CONCRETE WALL. SEE WEST ELEVATION . . A m I T ,�. FABRICATE RIGID CONNECTIONS TO x E I MANIFOLD BOX WITH SCH. 80 PVC ' C\I PIPE AND FLANGES. • il ` n °� ,.�.�.:,... .._.�__.,..u. .._.. .m.�.,__. ... ...ti..., .:.., .v�. �. .. �.�..a.�_.� 8 O HOSE REINFORCED _.. ,- PVC WIRE REINF �? I , ;;' I FLEXIBLE DUCT • to I I FABRICATE SS SPOOL I L x j TO FIT INSIDE FLEXIBLE 8" SS FLG x PE FABRICATED SPOOL WITH L F h [I? EXISTING HATCHES -'\ DUCT. SECURE DUCT TO COMPANION RING FLANGE AND GASKETS. 3 5 I (TYP) SPOOL WITH A SPIRAL - CUT THROUGH EXISTING HATCH AND BOLT �. _.,xa I DOUBLE BOLT CLAMP. UP ENTIRE ASSEMBLY TO AVOID EXISTING �� AN I FOLD BOX - . �.�: _ y r. �t. ��,, T I Emil- HATCH RIBS (TYP 2) / • p . A > D t s d • A I ? I o > I a.,a-: .,cam- eq t o n. '� a . a Q Li G e :. i' f .6•t�a'� s o d d "" • - t 5� 4/'4 ,yN� ,�rkR'�^` 1- `24 I i I t J Y 'r 2 mg �. S ""AA kY ..33" ..YY [[Y$9Y$9 ., , j{ Q 7,-71, • 7 .?�i 1 fit`" _6_> '• 1 ,L ,f i t 1 11 LI , i: 1 .KT)\ 1 1 1 , 410',,,..3 ti:r) ... r {{{}}} SOUTH WALL ELEVATION fi i' of _ HVAC MANIFOLD BOX .,•..,,.:a.�. ..>F 4.;'::.;A ?3'k ,..2:'ru>3..: ..gym.„>,�r,o.,*..... .-r^x.W ��,.m.,,:r zr s++•rsT - ._. _ :. k¢. --+t'•n,. ,; .. �. '-�{ �.i^. x°"+WWfi..%Yr�i '¢d^:� r .,i;•..^ r w,a...°-"^••^-...aa,}saa:asrr�' - �<- ......�.�._, ,... ,. ..-^^.--�^•irr•-•t-a'"'°n",.: __^....r .c-r-R,. rarxms^^a�.:m,-use:, -r-x�c:seer..�r...:x:.a,c..�,.,r.,.r...a�w s �..cure�;ars�� � u SCALE: 1/2" = 1'—O” 0 ''-- ' ' . fox2.1.tri> ....7,-,......w i , , ,.. ii i i _ 4...,,,,,r4 . _... SEE OTE 1 _ .iw.,n+v xv :rwa..w,_w.:a.sn..w w x,nwx.. n,,ewv. .�,.,,,. .. «.-m :. Px - -H1 '(K�lt•' [FQ.X•fr5-1_19 B 1 \ t 1 h .16 1 1 . 1 �■�■� 18 GAUGE SHEET A a � . ° METAL BRACKETS v. -c,f L.,0...e ad.re SVP4Re V'7 hl ' 4 see , H , : , 1 O �' �" Po9^' ..'•+6b}Mu.rn w .. .rM / t `, + , ,... ..,wv..u...>�r.C...,.J..-,sS-j , . , .,c:1 . , i F 0 C p a) I giall CII Z tR S 4 3 Ve 2 stj ts. ,� • t w / . -1 1' I � e I . _tt^ rill . i L-1/ .„,, 1 - ,, Q t i '} =x 1 2 I. er aa O ..,. i * , i r a •+ t�, r r f • ,eL...,..4 ,/4/,,,,,,, p + 4 JA „ Y• i r- ! � r / : j e :., a ,. y � � 1 t t3, !tt1 it 1 .n _ _. ._ 0 E NOTES: 0 1. NEW ODOR COLLECTION DUCTING SHALL EXTEND TO THE INFLUENT UPWELLS AND , CONNECT TO THE ALUMINUM HATCHES WHICH PROVIDE UPWELL ACCESS FOR PERIODIC _ °' REMOVAL OF GRIT AND GRAVEL VIAA MONORAIL MOUNTED CLAMSHELL BUCKET. I* a THESE CONNECTIONS SHALL BE REMOVABLE WHENEVER THE ACCESS HATCHES ARE N TO BE OPENED DURING CLAMSHELL USE. ' ' r i\kED P R4FFS `o ��� tl�INTgg 0 O. 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BLUM EXPIRES: 12-31-07 N o SCALE WARNING SUBMITTED BY to 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 `% DURHAM WASTEWATER TREATMENT FACILITY MECHNAICAL SHEET: 33 OF 59 I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� HEADWORKS BUILDING DWG: 200—M-011 z NONE IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" Out commitment is cleat. SCREENING ROOM HVAC THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS IMPROVEMENTS DATE: 1$—JAN-2006 _ REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 / 1J _ tx.) 0 T^ 0 0 N Z 4 7 EXISTING DIFFUSER 0 PAIR (TYP 3) a iii '1111111pre L._ co o ® O .4111611.,. , - _ __R_I.L. REMOVE EXISTING DIFFUSOR AND PROVIDE 24x12" TRANSITION DUCT. K ,"„ ,,,,,” ATTACH DUCT TO SOUTH WALL a o o. 0 9) s 0 cn ..■mss wismssr ammo DIFFUSER WITH DIFFUSER WITH DAMPENER - 1• r''. DAMPENER 0 0; ° r ..ter. EAST ELEVATION 1 SCALE: 3/8" = 1'-0" / / r c 0 -v o -4-------- CONNECT TO EXISTING EXISTING DUCT 24x24 DUCT WITH A 0 24x12"TRANSITION 10°' a) o 0 v 0 'Z r w 0 2 w I-- CD -1 ATTACH DUCT TO v -as*'"--- NORTH WALL w r- sisssmoosmo U 4. - RELOCATE EXISTING BIBB AND 5 SIGNAGE TO 3' FROM WALL -�` w --� 3' 0II �-- VALVE ON VERTBICAL RUN �- 0 RUN E CO .0 ICES v CI a IONOMMIN allaaNMEWI C a. N P co a Ti RELOCATE EXISTING HOSE Q - co `o N RACK TO 24" FROM EAT . t��� OF�� Q. S WALL NI ��c.� o N*8 � C - 50407 -- �; RELOCATE EXISTING FIRE ► :l,_._ii EXTINGUISHER AND SIGNAGE "'� A,• _.ON OREGON NORTH ELEVATION SOUTH ELEVATION -o OREGON "6/y s, ` SCALE: 3/811 = ,II_fl„ 3/8" = V-0" � P�� �J SCALE: 3/8 = �• BLUE+ �, EXPIRES 12-31-07 cv V 0 SCALE WARNING SUBMITTED BY r' 0 �� I DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 f DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 34 OF 59 . ! (PROJECT MANAGER'S NAME) LICENSE NO. DATE HEADWORKS BUILDING DWG: 200-M-012 o AS SHOWN IF THIS BAR DOES DRAWN C KITTS Cleanwater Services PHASE 4 EXPANSION GRIT ROOM HVAC NOT MEASURE Our commitment is dear. DATE: 18-JAN-2006 REV DATE BY THEN DRAWING IS MWH K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS IMPROVEMENTS DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 Y4" DIA BOLTS GENERAL NOTES IN SLOTTED HOLES ° Qo ° 9.°3 GENERAL SIZE SEE TABLE . 41 1/2" (TYP) ° i THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT ALL GROUT SHALL BE NON-SHRINK GROUT, UNLESS INDICATED ° ° o p al° EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. OTHERWISE. I G ° a ° 0 4 STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO UNLESS OTHERWISE SHOWN CONCRETE WALLS AND SLABS SHALL BE '� \ ° 0 0 MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE COORDINATED REINFORCED AS FOLLOWS: #4 @12 EW , CENTER OF 6"SECTIONS; #5 @12 �-- J—- —(OD Y. /il/iiiiiiii�iiiiai4 — — cc z w N BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, TYPES, EW, CENTER OF 8"SECTIONS;#4 @ 12" EW EF OF 10"SECTIONS;#5 @12" cc z AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. EW EF OF 12"AND THICKER SECTIONS. 0 °, ° ° 0 Q J 6 ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY m a� 0C-10 C z (f) - o OF PLACEMENT. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT zs-- —- —- —'_�_ `t Z. WITH THE FORMS OR THE SUBGRADE. CONCRETE BLOCKS (OR . o °° ° Z W W 0- MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS,ANCHORAGES, 9 cn DOBIES)SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT lr�N�/������;//��//U��A OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL . NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN I r _ .•DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. o 0 0 0 o r, PROVIDED FOR PRIOR TO PLACING CONCRETE. ;F ° ° DOWELS SHALL BE WIRED OR OTHERWISE HELD IN POSITION. THEY 2 FRP L'S SEE ° ° ° STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH " 0 --J MECHANICAL, ELECTRICAL,ARCHITECTURAL, CIVIL DRAWINGS AND SHOP SHALL NOT BE SHOVED INTO FRESHLY PLACED CONCRETE. TABLE FOR SIZE MIN 0 D ti RAWINGS PROVIDED BY MANUFACTURES OF EQUIPMENT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, LAPS OF COPE AS NECESSARY CONNECTION SCHEDULE ° ° DESIGNED F STRUCTURES HAVE BEEN DESIGNE REINFORCEMENT SHALL BE AS SHOWN ON DETAIL S-143. ., FOR OPERATIONAL, HYDROSTATIC, BEAM SIZE DOUBLE OF BOLTS ADHESIVE ANCHORS ,,. 8 'u,L AND BACKFILL LOADS ON THE COMPLETED STRUCTURES. THE LOCATE TWO 3/4 INCH GALVANIZED RICHMOND ROCKET INSERTS, ANGLE SIZE N NUMBER AND SIZE 0 STRUCTURES HAVE NOT BEEN DESIGNED TO RESIST THESE LOADS HOHMANN & BARNARD OR EQUAL, STRADDLING CENTERLINE OF „ WHILE ONLY PARTIALLY CONSTRUCTED. DURING CONSTRUCTION, THE EQUIPMENT OVERALL PUMPS, METERS OR OTHER MECHANICAL W 8 x 8 L 4 x 4 x � 4 2 4 - �3/44 DIA. STRUCTURES SHALL BE PROTECTED FROM ALL CONSTRUCTION LOADS UNITS OF MORE THAN 100 LBS,FOR INSERTING LIFTING EYES IF BY BRACING AND BALANCING UNTIL ALL STRUCTURAL ELEMENTS ARE IN NOT OTHERWISE INDICATED. PLACE,AND ALL CONCRETE HAS REACHED THE SPECIFIED 28 DAY O O S NOTES: / . COMPRESSIVE STRENGTH. OVERLOADING OF ANY STRUCTURAL REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT ELEMENT IS PROHIBITED. WITH AND PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN 1. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. 4 CONCRETE,A MINIMUM OF 2 INCHES CLEARANCE SHALL BE 2. EMBED DEPTH FOR ANCHORS IN CONCRETE SHALL BE 3" UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL DRAWINGS THE PROVIDED AT ALL TIMES. FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS ■r: `►'' ∎� , INDICATING EITHER GROUND SURFACE,TOP OF CONCRETE SLAB, OR ALL ITEMS EMBEDDED IN CONCRETE SHALL BE SPACED ON CENTER AC PAVEMENT. FOR DETAILS OF FINISH SURFACES SEE CIVIL AND AT LEAST 4 TIMES THEIR OUTSIDE DIMENSION. THE OUTSIDE DIMENSION BEAM TO CONCRETE CONNECTION ARCHITECTURAL DRAWINGS. SHALL NOT EXCEED ONE THIRD OF THE MEMBER THICKNESS S-563 REV 010201 ,. , . STRUCTURAL STEEL ELECTRICAL CONDUIT EMBEDDED IN CONCRETE SHALL NOT BE SPACED CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER. ELECTRODE Ib STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND AND PIGTAIL EMERGING FROM ENCASEMENT SHALL NOT BE IN CONTACT WITH I %4" DIA BOLTS REBAR. A MINIMUM SEPARATION OF 2 INCHES SHALL BE PROVIDED BETWEEN n STANDARDS AS CONTAINED IN THE LATEST EDITION OF THE ASD THE ELECTRODE AND PIGTAIL AND REBAR AND OTHER EMBED ITEMS IN SLOTTED HOLES u MANUAL OF STEEL CONSTRUCTION. F_. ',,�5f SIZE SEE TABLE STRUCTURAL WIDE FLANGE SHAPES SHALL BE STEEL MEETING ASTM UNLESS OTHERWISE SHOWN ON THE DRAWINGS CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS: A-992 SPECIFICATIONS. L; ::::;f OTHER SHAPES, BARS, PLATES AND SHEETS SHALL BE OF STEEL MEETING FOR CONCRETE PLACED AGAINST EARTH ASTM A-36 SPECIFICATIONS. SEE CONSTRUCTION JOINT DETAILS FOR z THIN SLABS-ON-GRADE. BOTTOM COVER -\m PIPE, PIPE COLUMNS,AND BOLLARDS SHALL BE OF STEEL MEETING ASTM MAY BE LESS THAN 3" IF SO INDICATED 3" i; -—- —E 1 33 A-53,TYPE E OR S, GRADE B STANDARD WEIGHT, UNO o HSS SHALL BE OF STEEL MEETING ASTM A-500 GRADE B. FOR SURFACES IN CONTACT WITH WATER OR WEATHER AND FORMED SURFACES IN CONTACT WITH EARTH 2" m z'- -- ----Q0= • --D STEEL JOISTS, BEAMS,AND GIRDERS SHALL NOT BE RELOCATED WITHOUT APPROVAL BY THE ENGINEER. FOR CONCRETE NOT EXPOSED TO WEATHER, � '� OR IN CONTACT WITH WATER OR EARTH 1 e ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL I 4 ' ' CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDANCE UNLESS OTHERWISE NOTED, WALLS AND SLABS SHOWN WITH A 2 FRP L'S SEE WITH THE SPECIFICATIONS FOR STANDARD QUALIFICATION PROCEDURE SINGLE LAYER OF REINFORCEMENT SHALL HAVE THAT TABLE FOR SIZE OF THE AWS. REINFORCEMENT CENTERED. MIN SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB COPE AS NECESSARY CONNECTION SCHEDULE CONCRETE (EXCEPT PRECAST CONCRETE) THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS MAY BEAM SIZE DOUBLE OF BOLTS EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCING ANGLE SIZE N UNLESS OTHERWISE NOTED OR SPECIFIED,ALL STRUCTURAL CONCRETE IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE W 8 x 8 L 4 x 4 x 1/4 2 SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI REQUIRED CLEARANCE FROM THE SLAB SURFACES. IN 28 DAYS. , NOTES: REINFORCEMENT STEEL SHALL BE DEFORMED BARS CONFORMING IN .� QUALITY TO THE REQUIREMENTS OF ASTM A-615, "SPECIFICATIONS FOR TESTING HYDRAULIC STRUCTURES 1. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. r DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT", ch GRADE 60 WHEN FILLING THE STRUCTURES WITH WATER FOR THE TEST REQUIRED _ IN THE SPECIFICATIONS,ALL VARIOUS BASINS LOCATED IN THE SAME U COLUMN SPIRALS SHALL CONFORM TO ASTM A-82, "SPECIFICATION STRUCTURE SHALL BE FILLED SIMULTANEOUSLY AT THE SAME RATE IN O FOR COLD-DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT". ORDER TO KEEP THE SAME LEVEL IN EACH BASIN. BEAM T 0 BEAM C 0 N N E C T I 0 N -2 ALL DETAILING,1 AND UNLESS OTHERWISEINDICATED SHALL IBENACCORDANCEWITHBARS, STRUCTURAL STANDARD DETAILS REV 081899 S-564 � ACI-315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED . DETAILS ON GS SHEETS ARE PART OF MWH'S STRUCTURAL STANDARD CONCRETE STRUCTURES", LATEST EDITION. DETAILS. D TOLERANCES IN PLACING REINFORCEMENT SHALL BE: THESE DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO 0 w + 3/8 INCH FOR MEMBERS WITH D <1=8 INCHES OTHER MORE RESTRICTIVE OR DIFFERENT DETAILS ARE INDICATED E + 1/2 INCH FOR MEMBERS WITH D > 8 INCHES ON THE DRAWINGS. w I- ALL CONSTRUCTION JOINTS, SHALL BE ROUGH AND THOROUGHLY c>ii CLEANED FOR BOND. -J LOCATION DESIGN CRITERIA U OC TION OF ALL CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE w DRAWINGS OR APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS DESIGN IN ACCORDANCE WITH THE 2003 EDITION OF THE INTERNATIONAL = LOCATED ON THE DRAWINGS OR REQUIRED FOR CONSTRUCTION, BUT NOT BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THE 0 SHOWN ON THE DRAWINGS, SHALL HAVE A 6" FLATSTRIP WATERSTOP, IF FOLLOWING NOTES ARE MORE RESTRICTIVE. : IN MEMBERS IN CONTACT WITH WATER. IN ADDITION, JOINTS IN ALL SLABS c COVERED WITH WATER, SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP LOADINGS: E AND A SEALANT GROOVE. SOIL LOADS: DOWELS, PIPE, WATERSTOPS AND OTHER INSTALLED MATERIALS AND w ACCESSORIES SHALL BE HELD SECURELY IN POSITION WHILE ALLOWABLE BEARING PRESSURE 'o CONCRETE IS BEING PLACED. DEAD PLUS LIVE(PSF): 5000 PSF ALL LOADS(W/WIND&SEISMIC) (PSF): 6650 PSF ( UNLESS OTHERWISE INDICATED,ASIDE FROM NORMAL ACCESSORIES SEISMIC LOADS: USED TO HOLD REINFORCING BARS FIRMLY IN POSITION,THE FOLLOWING SHALL BE ADDED: SEISMIC USE GROUP: D : SPECTRAL RESPONSE COEFFICIENT(Ss): 1.06g v A) IN SLABS#5 RISER BARS AT 36 INCHES OC MAXIMUM TO SPECTRAL RESPONSE COEFFICIENT(S1): 0.37g SUPPORT TOP REINFORCING BARS. SITE CLASS: D SEISMIC DESIGN CATEGORY: III o B) IN WALLS WITH 2 CURTAINS#3 U OR Z SHAPE SPACERS SEISMIC IMPORTANCE FACTOR(le): 1.25 , AT 6 FEET OC EACH WAY. ‘,'S ,.\) (� 4 PRF`f' VERTICAL REINFORCEMENT FOR CONCRETE OR MASONRY SHALL �' 43. 2 2 + BE SPLICED WITH DOWEL BARS OF THE SAME SIZE AND SPACING /`�/ / hi FROM THE FOUNDATION USING A STANDARD SPLICE LENGTH V / ,,' iz UNLESS INDICATED OTHERWISE. OREGON raj O SEALANT SHALL BE PLACED AT THE TOP OF ALL JOINTS RECEIVING 0'a9�r Y j 3`P \553 EXPANSION JOINT FILLER. SEALANT DEPTH SHALL BE THE JOINT FILL C JOHN THICKNESS OR 1/2", WHICHEVER IS LESS. EXPIRES: 6-30-06 N 8 SCALE WARNING SUBMITTED BY co 0 �,� 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 -% DURHAM WASTEWATER TREATMENT FACILITY STRUCTURAL SHEET: 35 OF 59 z 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� GENERAL STRUCTURAL DWG: 000-GS-001 .o NONE IF THIS BAR DOES DRAWN MWH C1eanWater Services PHASE 4 EXPANSION NOTES AND SYMBOLS NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS AND DATE: 18-JAN-2006 REV DATE BY DESCRIPTION T NOT TO SCALE CHECKED CHECKED MWH ND DETAILS - (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 NEW C 4 x 1 1/2" x 1/4 FRP UNDER TWO EDGES OF PUMP BASE 0 , r,, ,, , r ' A. ✓ , A © , A r , , > , CO Q D N o A 3'-6" 8 1/2" 5 L ' Z i a P .111 _+5 I N Cl. Z 7 , 111111111111111117111MMIME /�MTU�MIEM V tij LL. 2 LD Ii'T UI �':::: :� �Ii co N w !� CUT 6ISTING GRATING TO T FIT AROUND NEW PUMP - T' ` W 8 x 8 x 1/2 F•n„�1 IU!Fi! I1PLATFORM Z .... ...Aliill! 11.�f......TT�1._.... /111111111111111L imTTT��T'TTT iii ME Y w (9 4•ji , - aim No 5-563 CUT EXISTING FRP LEDGER EXISTING BACK TO BACK C 6 x 8.2 T ms mil Ns T ■ THIS LOCATION TYP. 2 , _ T TY_ _ _ _ .._. _ - - - - _ _ _ _ _ _ _ - -_ _ - - - _ _ .._._ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ '°��""""'~'""""""'~"'�"'" CONNECTIONS SEENOTE3 r% 1 T TT —__w O c ° ° , ° --r EXISTING FRP NM M111111111111/ 7 T� SUPPORT COLUMN o `� O T SEE NOTE 7 T'/'" EXISTING GRATING - Z NEW FRP GRATING r SUPPORT BEAMS F---....r SEE NOTE 1 DE ° S-563 TYP. 2 CONNECTIONS BELOW GRATING EXISTING 1 1/2" FRP O SEAMS (TYP 2) GRATING PANELS u) 7 (TYP 5) cn ci • w L NEWW8x8x1/2 FRP 3" ���a Eo m o ; -- EXISTING 3 LEDGER ����� _ s T (TYP 3 SIDES) MIN1111111N -EN 11111111•111111111111111 a a p p Z CUT EXISTING FRP LEDGER UTTTT '�~ Q ■TTTT' --1 THIS LOACTION (TYP 2 ., 2 CONNECTIONS) SEE NOTE 5 _ , „ TTT 111111111M11 MI r -� (6) 2' WIDE GRATING PANELS - 12'-0" M." ,�-� EXISTING 3" FRP LEDGER z N _—= = (TYP EACH SIDE) Co a__ `'' , AMMO Mill /TNM= EXISTING CONCRETE �' a ♦ ° 4���i EXISTING ' A HOUSE KEEPING PAD 1 < ► ' ., . . ".. r�. ,-, _ .,Y..._ T EN CONTAINMENT t I ei:r +1 r�v :y r sa F" .{ }�. -n t :+ '„aaS wt .. :2f E EXISTING CONCRETE f 7' ^ik :r a�it% . rC 'e>D ./Fc,�n i s ✓ 'a. � ' 1 _ w .XK 7 K i rY 4 ' .f; i. . 0'G1' l _ uC �. A.a'" .:b.. _tt.: w. -t v �w _�_c. : � _ . A SUMP -IT AMNION MEE ' '6. STTT 44111111111111.11111111111111111 FLOOR >4 t ; >s ' ■ TTT , , :,,'gj 1 , A. '`,., , EXISTING POLYMER TANK 7 . A A D EXISTING CONCRETE ,, ".r;, .r1 CONTAINMENT WALL :,:I".- : ST 12021 ° f�� fsy✓r.4:j� , �f LSF NOTES: D T 1. W8 x 8 x 1/2” FRP TO HAVE Aw = 3.5 in2 Ix = 126.9 in4, Sx = 31.74 in AS MANUFACTURED BY DYNAFORM / FIBERGRATE. 2. ALL CUT OR SANDED FRP SURFACES SHALL BE SEALED WITH RESIN PRIOR TO INSTALLATION. c 3. CUT EXISTING FRP LEDGER TO ACCOMODATE 2 FRP ANGLES PER DETAIL S-563. CUT ENDS OF FRP SHALL BE E; HELD BACK 1-INCH FROM EACH SIDE OF NEW CONNECTION AND ANCHORED TO EXISTING CONCRETE u '� NOTES: WALLA MINIMUM OF 2-INCHES FROM EACH CUT END WITH 5/8" 0 5" EMBED 316 SST ANCHOR BOLTS. 0 0 1. USE 1 1/2 " DEEP, 1 1/2 "x 1 1/2 " SQUARE MESH VI-CORR GRATING AS MANUFACTURED BY FIBERGRATE 4. SEE SHEETS 810-M-001 AND 810-M-002 FOR ADDITIONAL RELATED WORK IN THIS AREA. .% OVER EXISTING SUMP. INDIVIDUAL PANELS SHALL BE CUT TO FIT AND SIZED APPROXIMATELY 6.5x2 FEET. t TING PARTIAL PLAN 2. ALL CUT OR SANDED FRP SURFACES SHALL BE SEALED WITH RESIN PRIOR TO INSTALLATION. TIN EXI Z EXISTING HY POCHLORITE FEED AREA a 3. ATTACH GRATING TO LEDGERS, W8 AND C 6x WITH S.S. CLIPS. CiW SCALE: 34" = 1'-0" w = O 4. W8 x8 x 1/2" FRP TO HAVE Aw = 3.5 in2 Ix = 126.9 in4, Sx = 31.74 in3 AS MANUFACTURED BY DYNAFORM / m FIBERGRATE. w 1-- u) >- 5. CUT EXISTING FRP LEDGER TO ACCOMODATE 2 FRP ANGLES PER DETAIL S-563. CUT ENDS OF FRP SHALL BE ¢ HELD BACK 1-INCH FROM EACH SIDE OF NEW CONNECTION AND ANCHORED TO EXISTING CONCRETE -. SEE NOTE 1 v WALLA MINIMUM OF 2-INCHES FROM EACH CUT END WITH 0 5" EMBED 316 SST ANCHOR BOLTS. PUMP BASE 2 v 6. SEE SHEETS 810-M-001 AND 810-M-002 FOR RELATED WORK AND DEMOLITION OF EXISTING EQUIPMENT EXISTING GRATING % SEE NOTE 3 IN THIS AREA. SEE NOTE 2 21,,,���/���/...�1: 4 7. NEW GRATING SHALL BE CUT AND SPLICED TO FIT AROUND EXISTING FRP COLUMN. �- NEW FRP CHANNELS E S 11?", w T 'o GRATING PARTIAL PLAN NEW W-SHAPE -- POLYMER ROOM CONNECT TO TOP FLANGE OF NEW W-SHAPE BOLTS (TYP 401)°° SCALE: %" = 1 -0"o CONNECT TO EXISTING FRP ANGLE (WALL LEDGER) v IN A SIMILAR FASHION. 2 NOTES: ' a 1 fr.; 1. LOCATE NEW FRP CHANNELS TO ACCOMODATE BOLT PATTERN IN PUMP BASE. t�'�D PROP 1.5 GIN* sso o. 2. CUT EXISTING GRATING TO ACCOMODATE NEW PUMP SUPPORT CHANNELS. SEAL c„, 4-vs 4'4p '___ ALL CUT FRP EDGES WITH RESIN. 73,22P /_ hi -/ //1: ,,,00 3. CONNECT PUMP BASE TO NEW CHANNELS WITH 4- 1 1/4"x 1/4"0 SST BOLTS OREGON A WITH LOCK NUTS. c) �'/y p� o'1• SECTION A c JOHN SCALE: 2" = 1'-0" EXPIRES: 6-30-06 I - 1 N iSCALE WARNING SUBMITTED BY STRUCTURAL SHEET: 36 OF 59 0 ...‘b DESIGNED c WILCOX S. D. HATTERSLEY 1/18/06 f DURHAM WASTEWATER TREATMENT FACILITY I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ater Ser DWG: 81 O-S-OO1 z AS SHOWN IF THIS BAR DOES DRAWN C KITTS Cleaner Services PHASE 4 EXPANSION CHEMICAL BUILDING o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Out commitment is cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 STAINLESS STEEL CABLES TO TANK STIRRUPS '-\., f %- — EXISTING FRP LEDGER ----- Ir. --- o TO REMAIN a v , a 0 4 4 - 4 - 4 CUT FRP GRATING BARS TO cv _ 4 a _ c - - 4 ¢ a a ACCOMODATE EYE BOLTS N 1 4 4 4 , 4 4 Q 4 a 4 4 `� 4 ``� 4 `� 4 4 . 4 4 . 4 4 a 4 a �. .i- CU D 0 _ , , - ' - MEW r \\— 2-INCH FRP _ 4 < 4 Q 4 1111111/ - GRATING - - :::!!' ' ANEW W-SHAPE TYP 4 CONNECTIONS _ AT - G6 ,VIII v I. COUPLER NUTS WITH S 564 TANK QUADRANTS arMMO WITNESS HOLE J (TYP 2) v MIEN NOTES: SEE NOTE L 1 ..= Q. X11111111` u' 111111111 111111111' 1. SEISMIC TANK RESTRAINT SYSTEM SHALL BE A CABLE SYSTEM SUPPLIED .. E BY THE TANK MANUFACTURER, COMPLETE WITH EYE BOLTS. v REMOVE EXISTING ( 11111111 11/111/1 •. FRP MEMBERS AND NEW 5' 0 POLY TANK IlilI M x!1111 a� 2. THROUGH BOLTS ON W SHAPE SHALL BE LOCATED AS CLOSE TO WEB AS REPLACE WITH NEW I (550 GALLONS 111 ' '911 POSSIBLE. W8x8x1/2 (TYP 3 6800 LBS ±) Pte`' Mil SAME LOCATION AS 17171 EXISTING) ∎∎� .� 3. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. --------------- --- ---1- ---- --------------==r i TANK SEISMIC ---- ---- RESTRAINT ANCHOR G4 G5 I 1 (TYP 4) DETAIL I 1 ..r SCALE: 2" = 1,_0" SEE NOTE 5 ..111 All 440- A , JAMIE A1111 L - — , n ' , 1111111 AIIIIIll a -__-_ ___------_._..-_-- .a ___-- 411111111 /11111111 E. - ° 771 , I 11111W 111111111 111111/ /1/11111 _ D Jr EMOLISH EXISTING �, ,� 11111 N...._ -i-L-3x3 ANGLE LEDGERS , '-" - 11111 �.*O.......u....■.°.,...ii , AND CROSS BRACES P•.",,•'°e .''•'. N 1r�' G2 ,...•°'`''' G3 1�I11• . •. FRP L ./../ ,• ,° •° •°• GRATING ° ..• •° ° ' . . _____.... t : •e .• / ; . .• •• , •. .. : i • 1---sR, i 1 ♦+ _---_ •• e . • TI •' °I° •.4 _ G7 ea �i G8 ' '"� ' SIM, BOLTS CENTERED 0 /��. .� Al.���� S-564 I N ON FLANGES 1411 /l 'AIMI/%l1 (TYP 2) M11111 Bill r AUlllII1 ,�, b 111111k /1� ti !-- —�. �— III.----___--------------- -----------------------� 111111 E 1111111/ 111111111 111I11r 1111/111 , NEW W8x8x1/2 FRP NEW W8x8x1/2 FRP 4,_ „ © 11IMI, ;MMMIMI °, ° (TYP 6) 3 I I - -r -.1 N 11r "'111 •° EXISTING SUMP FLOOR SEE NOTE 3 i•-I— -' - - t _ e° :e 4 s 4 d 4 I ♦ • s ••• +••. - Q , ' L ' ' 6 -q ; 5-563 TYP 12 CONNECTIONS G9 Nib. .EI G10 n EXISTING DRAIN CHANNEL o G1 4,/1 (.� :•`' +°+ ,1111,,1 •*`'''`•p And , s 0 4" a ; / 4 4 a iir�11111 .... •"°`''' /�iillll 4 " L " " " L " ' , ' , a NOTES: ) 4 4 . a 4 a SEE NOTE 3 4 a a 4 4 " a t ALL HARDWARE SHALL BE 316 STAINLESS STEEL. _ 4 . 4 , . 4 . 4 . 4 " . 4 4 4 4 4 A 2. COLUMNCSHALL BE CENTERED UNDER TANK ON NEW W8x8x1/2 FRP BEAM. in Q a w 0 • - 4 - 4 8'-5 1/2 "+ 3. FASTEN BASE BEAM TO EXISTING CONCRETE FLOOR WITH (4) 5/8" 0 5" w 4 a . 4 a " EMBEDED 316 SST ANCHOR BOLTS. NOTES: o 1. SEE SHEET 200-M-001 FOR ADDITIONAL WORK IN THIS AREA. NOTES: 2 DETAIL D T 2 W E A v 1. GRATING SIZES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY SCALE: 2" = 1-0" .r 2. CHEMICAL TANK IN THIS AREA RESTS ON THE GRATING. GRATING SHALL NOT BE CUT OUT FOR TANK. AND FIELD FIT ALL PIECES. _ PLACE A CONTINUOUS SHEET OF 40 MIL FLEXIBLE PVC LINER BETWEEN BASE OF TANK AND GRATING. E SHEET SHALL EXTEND 3-INCHES BEYOND PERIMETER OF TANK. 2. ALL NEW GRATING SHALL BE 2-INCH FRP TO MATCH EXISTING. w 3. REMOVE EXISTING 3x3 FRP ANGLE LEDGER IN THIS LOCATION AND REPLACE WITH NEW 3x3 FRP ANGLE MARK CONDITION ACTION , SIZE c FOR FULL WIDTH OF SUMP. G1 EXISTING DEMO VARIES E 4. W8 x8 x 1/2" FRP TO HAVE Aw = 3.5 in2 Ix = 126.9 in4 Sx = 31.74 in3 AS MANUFACTURED BY DYNAFORM / G2 EXISTING DEMO VARIES � FIBERGRATE. G3 EXISTING DEMO VARIES G4 EXISTING SAVE 48x66 G5 EXISTING SAVE 48x66 5. EXISTING CONTAINMENT SUMP DRAIN VALVE STEM SHALL PENETRATE FRP BEAM FLANGES IN THIS 06 EXISTING SAVE 24x102 •o LOCATION. NEW INSTALLATION SHALL BE SIMILAR TO EXISTING. G7 NEW - 48x51 a. G8 NEW - 48x51 0 G9 NEW - 48x51 �aPRoF G10 NEW - 48x51 ���omit Fs�.Sj ga. PARTIAL PLAN c�`'�� �� Mw it6 HEADWORKS CHEMICAL FEED AREA "44 73 P - ' hi SCALE: 4 = 1 -o PARTIAL PLAN ✓ o, N _ __, „ ,,:. HEADWORKS GRATING a 1"y o°�'o- SCALE: = 1 - -1/0 I& 4 0 JOHN EXPIRES: 6-30-06 N G o SCALE WARNING SUBMITTED BY cl,Lo 0 '� 1 DESIGNED c WILCOX S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY STRUCTURAL SHEET: 37 OF 59 z , (PROJECT MANAGER'S NAME) LICENSE NO. DATE `` DWG: 200-S-001 .o AS SHOWN IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION HEADWORKS BUILDING o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 ELECTRICAL SYMBOLS .... PLAN SINGLE LINE DIAGRAM m 6 0 0 0 N z li Et MEDIUM VOLTAGE VACUUM DRAW-OUT STARTER METERING DEVICE INDICATES METER TYPE m EXPOSED OR CONCEALED CONDUIT 120V DUPLEX RECEPTACLE, NEMA © I ALARM HORN WITH STROBE X-# CONFIGURATION 5-20R (WALL MOUNT) WHM WATT HOUR METER 0 o �* X-LIGHTING PANEL DESIGNATION v WM WATT METER o #-CIRCUIT DESIGNATION r AM • AMMETER a. * -TYPE A IIii AMPLIFIER/LOUDSPEAKER VM • VOLTMETER WP--- WEATHERPROOF PFM POWER FACTOR METER CONDUIT RUN -CHANGE IN ELEVATION XP---- EXPLOSION PROOF 11111 MEDIUM VOLTAGE DRAWOUT BREAKER VAR VARMETER GFCI-- GROUND FAULT CIRCUIT INTERRUPTER 0 DETECTOR, v AMMETER SWITCH 0 CONDUIT TURNING UP * INDICATES TYPE ral1 120V DUPLEX RECEPTACLE, NEMA SD----SMOKE DETECTOR ANSI RELAY DEVICE Q. • CONDUIT TURNING DOWN 0 � CONFIGURATION 5-20R (FLOOR MOUNT) HD----HEAT DETECTOR * INDICATES ANSI DEVICE Q. CD----COMBINATION DETECTOR (#) INDICATES QUANTITY Mil VOLTMETER SWITCH MI O. SYNCHRONISM C * 2 v �,� SINGLE SPECIAL PURPOSE RECEPTACLE 27 UNDERVOLTAGE HECK RELAY 480/120 240V I PHASE,ASTRISK INDICATES AMPERAGE FA FIRE ALARM PULL STATION POTENTIAL TRANSFORMER, a =-3 27/47 --- UNDERVOLTAGE, PHASE SEQUENCE, UNBALANCED VOLTAGE RATIO AND NUMBER OF PT'S AS NOTED ICI FROM FLOOR ABOVE TO FLOOR BELOW * WELDING RECEPTACLE 32 DIRECTIONAL POWER RELAY (2) ASTRISK INDICATES AMPERAGE SEPARATE OR ACCESSORY STROBE LIGHT 41 FIELD CONTACTOR © 43 SELECTOR SWITCH 49 HIGH OIL TEMPERATURE CURRENT TRANSFORMER, - CONDUIT CAPPED, OR SEALED 50/51 - - INSTANTANEOUS AND TIME OVERCURRENT RATIO AND NUMBER OF CT'S AS NOTED ® SPECIAL PURPOSE RECEPTACLE 50/51 N -- INSTANTANEOUS AND TIME RESIDUALLY 480 VAC,ASTRISK INDICATES AMPERAGE M. FIRE BELL WITH STROBE LIGHT CONNECTED GROUND OVERCURRENT 100:5 (3) 51G GROUND FAULT 60 - VOLTAGE BALANCE a 5A FUSE, SIZED AS NOTED HOMERUN TO EQUIPMENT INDICATED FLOOR TYPE TELEPHONE OUTLET 62 TIME DELAY • (3/4" CONDUIT, 2#12, 1 #12 GND UNLESS 31/ FIRE SUPRESSION SWITCH 63 SUDDEN PRESSURE OTHERWISE INDICATED) (EXPOSED) 67 AC DIRECTIONAL CURRENT RELAY O RACEWAY BOX 71 L - LOW OIL LEVEL MOTOR, HORSEPOWER AS NOTED *-BOX TYPE N WALL TYPE TELEPHONE SYSTEM OUTLET 81 FREQUENCY RELAY MH---- MANHOLE ER END-OF-LINE TERMINATOR 83 CONTROL POWER TRANSFORMER HH---- HANDHOLE 86 LOCKOUT %ALL, Q TRANSFORMER WITH GROUNDED SECONDARY, PB ---- PULLBOX * 87TL ---- TRANSFORMER DIFFERENTIAL KVA SIZE &VOLTAGE RATIO AS INDICATED WALL TYPE COMPUTER OUTLET 87M -`--- MOTOR DIFFERENTIAL INTERCOM SPEAKER SSTU SOLID STATE, MULTI-FUNCTION R P N J JUNCTION BOX OR FITTING �, I TRIP UNIT * INDICATES TYPE, REFER TO SPECIFICATIONS LIGHTING PANEL * THERMAL MAGNETIC MCP FUSED CONTROL POWER TRANSFORMER 0 (SIZE AS REQUIRED) CONDUIT X-CONDUIT NUMBER SPEAKER WITH STROBE LIGHT (SEE CONDUIT SCHEDULE FOR DETAILS) III, * INDICATES TYPE, REFER TO SPECIFICATIONS Is — (AMPS)FRAME AMPS AMPS CONTINUOUS � �— 600 150 Pil ELECTRICAL MOTOR OPERATED VALVE, POWER PANEL 01 200 p MCP WITH INTEGRAL REVERSING STARTER INCANDESCENT, HPS OR MH FIXTURE Q INTERCOM WALL JACK \---TRIP (AMPS) \ TRIP SETTING MOV OX-#a X-LIGHTING PANEL DESIGNATION BASED ON #-CIRCUIT NUMBER, a-SWITCH DESIGNATION ^ MOTOR *WHERE LCX IS USED AS THE DESIGNATION LO DISCONNECT SWITCH HORSEPOWER i REFER TO "INDOOR LIGHTING CONTACTORS" El Q INTERCOM HANDSET, WALL MOUNTED 600 LOW VOLTAGE DRAWOUT 30A DISCONNECT SWITCH, SIZE AS NOTED ELEMENTARY SCHEMATIC 0i 200 CIRCUIT BREAKER c Nie -v E; M0 MOTOR v ® VIDEO CAMERA 30A ° UNSWITCHED FIXTURE (NIGHT LIGHT) . * INDICATES TYPE F w o USED DISCONNECT SWITCH, 0 .- F---- FIXED 30A SWITCH AND FUSE SIZED AS NOTED HO 0T THERMOSTAT PTZ-- PAN-TILT-ZOOM 'L 40 WALL MOUNTED FIXTURE 4,j MCP COMBINATION NEMA RATED STARTER WITH MCP c DISCONNECT AND CONTROL POWER TRANSFORMER CI SECURITY ACCESS DEVICE, * INDICATES TYPE NUMBER IN BOX-NEMA SIZE o HORN *-STARTER TYPE g c)-0 --- POLE, BRACKET,ARM AND STREETLIGHT CR- CARD READER KS ---- KEY SWITCH 2 * FVNR FULL VOLTAGE NON-REVERSING I RVAT - REDUCED VOLTAGE SS Is PS ---- DIGITAL KEYPAD Z AUTO TRANSFORMER TV TRANSIENT VOLTAGE SURGE SUPRESSOR FVR FULL VOLTAGE REVERSING v ALARM PANEL WITH HORN 2S2W TWO SPEED TWO WINDING oJ FLUORESCENT LIGHTING FIXTURE 2S1 W of TWO SPEED ONE WINDING SSM SOLID STATE METERING DEVICE z. as _r•�— FLUORESCENT LIGHT FIXTURE, UTILITY POWER POLE * VARIABLE FREQUENCY DRIVE I UNSWITCHED % VFD INDICATES AMPERE RATING L SSMP SOLID STATE MOTOR PROTECTIVE DEVICE © EMERGENCY LIGHT FIXTURE, GROUND ROD %" x 10'-0" ,� REDUCED VOLTAGE SOLID STATE STARTER 8 BATTERY OPERATED O (UNLESS OTHERWISE NOTED) RVSS INDICATES AMPERE RATING 1 co 11 LIGHTNING ARRESTOR AND SURGE CAPACITOR a`)I EXIT LIGHT, SHOWN WITH TWO ILLUMINATED SIDES, T i ARROWS INDICATE DIRECTION OF EXIT —111-- GROUND CONNECTION BOLTED TYPE PACKAGED EQUIPMENT * INDICATES KW, KVA OR HP RATING AS INDICATED c cu a) tCROSSING*X-#a LIGHT SWITCH X-LIGHTING PANEL DESIGNATION """.—" GROUND CONNECTION-EXOTHERMIC TYPE OF CONDUCTORS-NOT CONNECTED K KEY INTERLOCK . #-CIRCUIT DESIGNATION a_ a-SWITCH DESIGNATION ic co * -SWITCH TYPE CONDUCTORS CONNECTED _ _ —. - - -- BARE COPPER GROUND TO GROUND WIRE IN 3 3 WAY SLAB, OR UNDERGROUND GROUND GRID, SIZE AS v 4 ----- 4 WAY NOTED GENERATOR, RATINGS AS INDICATED in DDIMMER FD M MANUAL MOTOR STARTER ,0 PROF w c , 75540PE 9 ( 0 I MANUAL OR AUTOMATIC TRANSFER SWITCH ck- b I RATINGS AS INDICATED OREGON L___. ...._ I oOei °v 9 2 oo a t'!'� cIASA. EXPIRATION DATE:12-31-2006 0 SCALE WARNING SUBMITTED BY 0 ,4 1 DESIGNED D REED S. D. HATTERSLEY 1/18/06 )% DURHAM WASTEWATER TREATMENT FACILITY ELECTRICAL SHEET: 38 OF 59 z NTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE � - DWG: 000-GE-001 IF THIS BAR DOES DRAWN L WILEY CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Our commitment is cleat. ODOR SYMBOLS - DATE: 18-JAN-2006 REV DATE BY DESCRIPTION THEN DRAWING IS R SCHUBACH O CONTROL CHEMICAL SYSTEM IMPROVEMENTS NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO_ DATE PROJECT NO..: 6188 ELECTRICAL SYMBOLS ( SCHEMATIC DIAGRAM 0 N z Q ti • v CD o CONTROL RELAY OR COIL fr. * INDICATES DEVICE Q VACUUM OR PRESSURE SWITCH, CLOSE ON RISING PRESSURE DIGITAL INPUT TO PLC/RTU/DCS GR ---- CONTROL RELAY TR ---- TIME DELAY RELAY (TIMING RANGE AS INDICATED) VACUUM OR PRESSURE SWITCH, DIGITAL OUTPUT FROM PLC/RTU/DCS M ---- MOTOR STARTER CE° OPEN ON RISING PRESSURE 0-11--0 NORMALLY OPEN PC ---- PHOTOCLELL a 0. a -I I-- NORMALLY OPEN CONTACT d FLOAT LEVEL SWITCH, DIGITAL OUTPUT FROM PLC/RTU/DCS CLOSE ON RISING LEVEL NORMALLY CLOSED 0 Cl) -- r— NORMALLY CLOSED CONTACT FLOAT LEVEL SWITCH, OPEN ON RISING LEVEL ANALOG INPUT TO PLC/RTU/DCS•0. 4-20 mA UNLESS OTHER OTHERWISE NOTED TIMED CONTACTS - CONTACT ACTION DELAYED - NORMALLY OPEN • , ! • ANALOG OUTPUT FROM PLC/RTU/DCS AFTER COIL IS: 4-20 mA UNLESS OTHER OTHERWISE NOTED ENERGIZED 'O NORMALLY CLOSED O NORMALLY OPEN WITH TIME DELAY CLOSING SOLENOID VALVE (>Q0 NORMALLY OPEN HELD CLOSED NORMALLY CLOSED WITH TIME DELAY OPENING PILOT LIGHT 0a::16 NORMALLY CLOSED HELD OPEN 'P INDICATES LENS COLOR R---- RED G---- GREEN DE-ENERGIZED A---- AMBER O W---- WHITE O NORMALLY OPEN WITH INSTANT CLOSING AND TIME DELAY OPENING MAINTAINED POSITION PILOT LIGHT PUSH-TO-TEST"CL-0 0 SEE ABOVE FOR LENS COLORS CV NORMALLY CLOSED WITH INSTANT OPENING AND TIME DELAY CLOSING TEMPERATURE SWITCH, D1 HORN O CLOSE ON RISING TEMPERATURE ___J___ NORMALLY OPEN PUSHBUTTON(MOMENTARY) 0 0 TEMPERATURE SWITCH, ETM ELAPSED TIME METER tz z3- O.co OPEN ON RISING TEMPERATURE N 0 O Eli o Q_= NORMALLY CLOSED PUSHBUTTON(MOMENTARY) HEATER o O FLOW SWITCH, a) CLOSE ON INCREASING FLOW Ts a) NO/NC MAINTAINED PUSHBUTTON _.1_' GROUND CONNECTION g C FLOW SWITCH, - atic.CLI a Q L�. OPEN ON INCREASING FLOW E I C CROSSING OF CONDUCTORS-NOT CONNECTED 0 TORQUE SWITCH j 4'') o OPENS ON INCREASING TORQUE L O/R R CONDUCTORS CONNECTED THREE-POSITION SELECTOR SWITCH 0---'--0 SINGLE POLE TOGGLE SWITCH LL H____ HAND E1 M____ MANUAL .E — R____ REMOTE FUSE = L---_ LOCAL 5 A--__--_ AUTOMATIC 9 O O____ OFF O/R---- OFF/RESET +4- VOLTAGE SURGE SUPPRESSOR co LI Ci t a C o BLOWN FUSE INDICATOR t�0 THREE POSITION SPRING RETURN TO-CENTER a MOMENTARY CONTACT SWITCH °; METAL OXIDE VARISTOR 0 co _Vi w e) NOTE: ALL SWITCHES SHOWN AT DE-ENERGIZED, LOW LEVEL, co LOW FLOW, LOW PRESSURE, ETC. STATE. o .0 P R 0Fe iii $\ 0�I NEFL S�,/O ti �� 75540PE y r _/ N it OREGON 4�� "�v 9 2Q Oa �O c4AS A.R" N EXPIRATION DATE:12-31-2006 co SCALE WARNING �_ SUBMITTED BY 0 D REED DURHAM WASTEWATER TREATMENT FACILITY ELECTRICAL SHEET: 39 OF 59 0 1 DESIGNED S. D. HATTERSLEY 1/18/06 Z L WILEY (PROJECT MANAGER'S NAME) LICENSE NO.. DATE ate� S DWG: 000-GE-002 z NTS IF THIS BAR DOES DRAWN I Cleaner ervices PHASE 4 EXPANSION SYMBOLS - 2 0 NOT MEASURE 1" THEN IS K. L. MALLON 65118PE 1/18/06 " ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 -) REV DATE BY DESCRIPTION NOT TO SCALE CHECKED R SCHUBACH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 ABBREVIATIONS GENERAL NOTES A AMPERE, AUTOMATIC,AMBER I INTERCOMM DEVICE R REMOTE, RED, RESISTOR, RESET 4 AC ALTERNATING CURRENT IMC INTERMEDIATE METALLIC CONDUIT RAL RIGID ALUMINUM 1. ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN 21. INSTALL GFCI RECEPTACLES AT ALL LOCATONS AS REQUIRED BY THE NEC. ! AF CIRCUIT BREAKER FRAME SIZE (IN AMPERES) INC, INCANDESCENT REC, RECEPTACLE ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL w CODE AND APPLICABLE LOCAL CODES_ °o Al ANALOG INPUT INCAND RECEP, CV Z AM AMMETER IND INDICATION RECPT 22. EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH OWNER'S Q 2_ THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF TERMINAL BOXES AND REQUIREMENTS_ ri ANN ANNUNCIATOR INST INSTANTANEOUS REV REVERSING . CONDUIT ENTRANCES OF ALL EQUIPMENT AGAINST APPROVED SHOP DRAWINGS iii ANSI AMERICAN NATIONAL STANDARDS I/O INPUT/OUTPUT RGS RIGID GALVANIZED STEEL BEFORE STUBBING UP CONDUITS. o INSTITUTE Isc SHORT CIRCUIT CURRENT, AMPS RMS ROOT MEAN SQUARE 23. SEPARATE POWER, CONTROL AND INSTRUMENTATION WIRING (SEE SPECIFICATION 6 AO ANALOG OUTPUT ISO ISOLATION RTU REMOTE TERMINAL UNIT 3_ N/A 16120). PROVIDE SEPARATE CONDUIT, PULL AND JUNCTION BOXES. PROVIDE SUITABLE EL AS AMMETER SWITCH,ADJUSTABLE SPEED RVAT REDUCED VOLTAGE AUTO- CABLE BARRIER WITHIN PULL OR JUNCTION BOXES WHERE SEPARATION OF WIRING IS AT AMPERE TRIP J, JB JUNCTION BOX TRANSFORMER STARTER NOT SHOWN ON THE DRAWINGS. ATS AUTOMATIC TRANSFER SWITCH KA THOUSAND AMPERES RVSS REDUCED VOLTAGE SOLID STATE 4. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED IN A 24. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO VERIFY AUTO AUTOMATIC STARTER MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR STRUCTURAL CONDITIONS. THE SCOPE OF WORK WITH FIELD CONDITIONS. PARTICULAR ATTENTION SHALL BE GIVEN TO AUX AUXILIARY KAIC THOUSAND AMP INTERRUPTING CURRENT EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS NEW CONDUIT RUNS IN EXISTING BUILDINGS. KCMIL THOUSAND CIRCULAR MILS AND WALLS_ REFER TO SPECIFICATION 16110_ Q AWG AMERICAN WIRE GAUGE KS KEYSWITCH SCHED SCHEDULE a KV THOUSAND VOLTS SD SMOKE DETECTOR 5. CONDUIT STUB-UPS SHALL NOT BE MORE THEN 6" FROM THE CENTER LINE OF 25. ELECTRICAL DEMOLITION NOTES, WHERE APPLICABLE (ALSO SEE SECTION 16050) BATT BATTERY BIDDING CONTRACTORS SHALL VISIT THE SITE TO ASSESS THE SCOPE OF '` KVA KILOVOLT AMPERE SEC SECONDARY, SECONDS TERMINAL BOXES_ DEMOLITION, REMOVAL AND MODIFICATION WORK. _ = BC BARE COPPER BKR BREAKER KVAR KILOVOLT AMPERE REACTIVE SEL SW SELECTOR SWITCH KW KILOWATT SS SELECTOR SWITCH, STAINLESS 6_ IN THE EVENT OF INTERFERENCE BETWEEN ELECTRICAL EQUIPMENT SHOWN ON THE ELECTRICAL CONTRACTOR AND THE OWNER SHALL DE-ENERGIZE ALL WIRING STEEL DRAWINGS AND OTHER EQUIPMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO REMOVAL OF EQUIPMENT, DEVICES, MOTORS, INSTRUMENTATION C CONDUIT, CLOSED, CONDUCTOR KWH KILOWATT HOUR IN WRITING AND THE ENGINEER SHALL APPROVE PROPOSED CHANGES BEFORE THEY CONTROL PANELS, ETC. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CAP CAPACITOR SEQ SEQUENCE ARE MADE. THE OWNER_ CB,C/B, CIRCUIT BREAKER L LOCAL, LINE SHLD, SH SHIELDED ELECTRICAL CONTRACTOR SHALL FIELD VERIFY CONDUIT RUNS PRIOR TO C-B LA LIGHTNING ARRESTOR SIG SIGNAL 7. N/A DEMOLITION AND REMOVAL. CD COMBINATION DETECTOR LC LIGHTING CONTACTOR SP SPARE CKT CIRCUIT LCP LOCAL CONTROL PANEL SP HTR SPACE HEATER EXPOSED RACEWAYS:REMOVE CONDUIT, WIRES AND BOXES. PATCH ALL CLF CURRENT LIMITING FUSE LCS LOCAL CONTROL STATION SPDT SINGLE POLE DOUBLE THROW OPENINGS IN WALLS AND FLOORS TO MATCH EXISTING FINISH. COM COMMON LED LIGHT EMITTING DIODE SPST SINGLE POLE SINGLE THROW CONCEALED CONDUITS IN THE FLOOR SLAB: REMOVE EXISTING WIRES TO THE EXTENT COMM COMMUNICATION LOC LOCAL SSM SOLID STATE METER 8_ LOCATION OF PULLBOXES ARE APPROXIMATE_ THE CONTRACTOR SHALL COORDINATE POSSIBLE AND ABANDON CONDUITS IN THE SLAB_ CUT CONDUIT BELOW EXACT LOCATION OF PULLBOXES WITH MECHANICAL PIPING AND SHALL BE 6" THE TOP OF THE SLAB AND PATCH THE FLOOR. COMP COMPARTMENT LOR LOCAL-OFF-REMOTE SSMP SOLID STATE MOTOR PROTECTOR (MINIMUM)AWAY FROM MECHANICAL PIPING FLOW LINES. CONV CONVEYOR LOS STOP LOCKOUT PUSHBUTTON SSMPU SOLID STATE MOTOR PROTECTION FOR CONDUITS PENETRATING WALLS: CUT THE CONDUIT WITHIN 1" OF THE WALL AND CP CONTROL PANEL LP LIGHTING PANEL UNIT 9_ ONLY MAJOR PULLBOXES ARE SHOWN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CAP THE CONDUIT AT BOTH ENDS.TAG THE CONDUIT AT ALL LOCATIONS CPT CONTROL POWER TRANSFORMER LRA LOCKED ROTOR AMPS SSTU SOLID STATE MULTIFUNCTION PULLBOXES WHERE REQUIRED TO MAKE A WORKABLE INSTALLATION. WHERE IT EMERGES AND IDENTIFY AS "SPARE". CR CONTROL RELAY, CARD READER LS LEVEL SWITCH TRIP UNIT CONTROL PANEL: ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE AND REMOVE ALL CT CURRENT TRANSFORMER LTG LIGHTING ST SHUNT TRIP 10_ THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS WHETHER OR CONDUITAND WIRE AS DESCRIBED ABOVE. CONTRACTOR SHALL REMOVE PANELS LTS LIGHTS STR STARTER NOT THEY ARE REFERENCED ON THE DRAWINGS. AS NOTED ON THE CONTRACT DRAWINGS. REFER TO NOTE ABOVE FOR DISPOSITION OF ENCASED CONDUITS. DC DIRECT CURRENT SV SOLENOID VALVE DCS DISTRIBUTED CONTROL SYSTEM M MOTOR CONTACTOR COIL, MOTOR SW SWITCH 11. ALL CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION OR MOTOR CONTROL CENTERS: DISCONNECT AND REMOVE ALL CONDUITS AND DI DIGITAL INPUT STARTER, MANUAL SWBD, SB SWITCHBOARD EXPANSION AND DEFLECTION TYPE FITTINGS. FOR LOCATIONS OF EXPANSION JOINTS, WIRING TO EXISTING STARTERS AND/OR BREAKERS, PANELBOARDS, BRANCH DISC DISCONNECT mA MILLIAMPERE SWGR SWITCHGEAR REFER TO THE STRUCTURAL DRAWINGS. CIRCUITS, INTERLOCKS AND STATUS WIRING WITHIN THE MCC. DISCH DISCHARGE MCC MOTOR CONTROL CENTER FOR THOSE ELECTRICAL ITEMS TO BE REMOVED, THE CONTRACTOR SHALL REMOVE DISTR DISTRIBUTION MCP MOTOR CIRCUIT PROTECTOR TACH TACHOMETER 12. N/A FITTINGS, HANGERS, DEVICE OR JUCTION BOXES, LOCAL CONTROL PANELS/STATIONS, DISCONNECTS, AND APPURTENANCES ASSOCIATED WITH THE REMOVED EQUIPMENT_ DIV DIVISION MFGR MANUFACTURER TB TERMINAL BOX DO DIGITAL OUTPUT MH METAL HALIDE, MANHOLE TEMP TEMPERATURE WHERE ELECTRICAL EQUIPMENT IS TO REMAIN, THE CONTRACTOR WILL DPDT DOUBLE POLE DOUBLE THROW MLO MAIN LUGS ONLY TERM TERMINAL PROVIDE ALL MEANS NECESSARY TO PRESERVE THE DEVICE AND THE oi DPST DOUBLE POLE SINGLE THROW MOV MOTOR OPERATED VALVE 13_ N/A CIRCUIT TO WHICH IT IS CONNECTED. IF REQUIRED, THE CONTRACTOR o TM REPEAT CYCLE TIMER WILL PROVIDE A NEW CIRCUIT AND WIRING TO MAINTAIN OPERATION UJ MS MANUAL MOTOR STARTER TR TIME DELAY RELAY OF THE DEVICE. o E, EM EMERGENCY MTS MANUAL TRANSFER SWITCH TS TEMPERATURE SWITCH REMOVE ALL CONDUCTORS TO THE NEXT DEVICE REMAINING ON THE EHH ELECTRIC HANDHOLE MVA MEGAVOLTAMPERE TVSS TRANSIENT VOLTAGE SURGE OR BACK TO THE MOTOR CONTROL CENTER OR PANEL FROM EMH ELECTRIC MANHOLE MW MEGAWATT 14. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A WHICH THE CIRCUIT ORIGINATES.WHERE A DEVICE IS BEING REMOVED SUPPRESSOR SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF IN THE MIDDLE OF A CIRCUIT, REPLACE/REPAIR THE CIRCUIT AS EMT ELECTRICAL METALLIC TUBING N/A NOT APPLICABLE TX, XFMR TRANSFORMER ELECTRICAL EQUIPMENT_ MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE REQUIRED TO KEEP THE REMAINING DEVICES ON THE CIRCUIT IN OPERATION_ > ENCL ENCLOSURE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED_ THE NC NOMARLLY CLOSED BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED D AS INDICATED ON ETM ELAPSED TIME METER NEC NATIONAL ELECTRICAL CODE UL UNDERWRITERS LABORATORIES THE DRAWINGS AND/OR SPECIFICATIONS. REFER TO SECTION 16050 FOR ADDITIONAL ELECTRICAL DEMOLITION AND —� NEMA NATIONAL ELECTRICAL MANUFACTURERS UPS UNINTERRUPTIBLE POWER SUPPLY REMOVAL REQUIREMENTS. P USS UNIT SUBSTATION ASSOCIATION UV ULTRAVIOLET 15. N/A 0 F FREQUENCY, FUSE, FIXED o FDR FEEDER NEUT NEUTRAL 81 FLA FULL LOAD AMPS NFPA NATIONAL FIRE PROTECTION V VOLTAGE, VOLTS ' FLUOR, FLUORESCENT ASSOCIATION VA VOLT AMPERE 16. CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTION TO MOTORS ; FL NO NORMALLY OPEN VAC VOLTS ALTERNATING CURRENT AND OTHER EQUIPMENT_ Ei FM FREQUENCY METER NP NAMEPLATE VAR VOLT AMPERE REACTIVE, VARMETER -E FO FIBER OPTIC 0 OPEN, OFF VCP VENDOR CONTROL PANEL(PACKAGE) 17. CONDUITS FOR FUTURE EQUIPMENT OR EXTENSION SHALL BE TERMINATED AS °— FRP FIBERGLASS REINFORCED POLYESTER OL OVERLOAD VFD VARIABLE FREQUENCY DRIVE SHOWN IN DETAIL OR AS SPECIFIED. - FU FUSE VM VOLTMETER c FVR FULL VOLTAGE REVERSING PA PUBLIC ADDRESS VP VAPOR PROOF 18. RACEWAY INSTALLATIONS SHALL CONFORM TO THE FOLLOWING (SEE ALSO SPEC SECTION 16110), 2 FVNR FULL VOLTAGE NON-REVERSING PB PUSHBUTTON, PULLBOX FVTS FULL VOLTAGE, TWO SPEED PC PHOTOCELL W WATTS, WIRE, WHITE A. INDOOR DRY: C' PCM PROCESS CONTROL MODULE WHM WATT HOUR METER RGS CONDUIT AND FITTING, LIQUID TIGHT METALLIC FLEX AND ADAPTERS, a GALVANIZED STEEL JUNCTION BOX AND GANG BOX, STAINLESS STEEL SUPPORTS 3 G GREEN PF POWER FACTOR WM WATT METER AND HARDWARE WHICH INCLUDE CONDUIT CLAMPS, ROD HANGERS,ANCHORS, GEN GENERATOR PFM POWER FACTOR METER WP WEATHERPROOF STUDS, BOLTS, NUTS, LOCK WASHERS, ETC. B. INDOOR WET/OUTDOOR/CORROSIVE: GFCI GROUND FAULT CIRCUIT INTERRUPTER PH PHASE XFMR, TX TRANSFORMER PVC-COATED RGS CONDUITAND FITTINGS, PVC-COATED LIQUID TIGHT METALLIC FLEX AND ADAPTERS, o GND GROUND PL PILOT LIGHT STAINLESS STEEL JUNCTION BOX AND GANG BOX, STAINLESS STEEL SUPPORTS AND HARDWARE WHICH o PLC PROGRAMMABLE LOGIC CONTROLLER XMTR TRANSMITTER INCLUDING CONDUIT CLAMPS, ROD HANGERS,ANCHORS, STUDS, BOLTS, NUTS, LOCK WASHERS, ETC. v H HAND PNBLD PANELBOARD XP EXPLOSION PROOF C. CLASSIFIED AREA a) HD HEAT DETECTOR PNL PANEL PVC-COATED RGS CONDUIT, PVC-COATED FITTING, LIQUID TIGHT METALLIC FLEX AND ADAPTER, STAINLESS HGT HEIGHT STEEL JUNCTION BOX AND GANG BOX, STAINLESS STEEL SUPPORTS AND HARDWARE WHICH INCLUDE �p P RAF o HH HAND HOLE POS POSITION CONDUIT CLAMPS, ROD HANGERS,ANCHORS, STUDS, BOLTS, NUTS, LOCK WASHERS, ETC_ ���.`�N�I N�F�So,j a) POT POTENTIOMETER ch HID HIGH INTENSITY DISCHARGE t.,,,-1 75540PE D PP POWER PANELBOARD 19. NA HOA HAND-OFF-AUTOMATIC 4�, � 76 PRI PRIMARY LT HP HORSEPOWER PS PRESSURE SWITCH OREGON HPS HIGH PRESSURE SODIUM PT POTENTIAL TRANSFORMER p 0 O v 9, 20 HS HAND SWITCH 20. N/A -s t T 1 5t PTZ PAN-TILT-ZOOM �" cZAS A. HZ HERTZ PWR POWER N EXPIRATION DATE:12-31-2006 To" SCALE WARNING SUBMITTED BY ELECTRICAL SHEET: 40 OF 59 T 0 DESIGNED D REED S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY Z NTS IF THIS BAR DOES L WfLEY (PROJECT MANAGER'S NAME) LICENSE NO_ DATE (0 ) aoo-GE-oo3 DRAWN M �� H Clean Tater Services PHASE 4 EXPANSION DWG: o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 our «> I cl,sr. ODOR CONTROL LEGEND AND ABBREVIATIONS DATE: 18-JAN-2006 REV DATE BY p THEN DRAWING IS RSCHUBACH 0 CHEMICAL SYSTEM IMPROVEMENTS T DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO,: 6188 . EQUIPMENT BOLTED TO STRUT FRAME. .1..._ = if DOOR FRAME TRIM UTILIZE&S.ADAPTER PLATES AS REQ'D. FRAMING SUPPORT- to I STAINLESS STEEL(ALL LOCATIONS) S.S STRUT FRAME.. INSTALL ' A , 0 47; ' _ ANGLED CROSS BRACING TO PREVENT (. 3 cc. ' '' I I $- LATERAL MOVEMENT AS REQ'D. a 12" MAX (NOT SHOWN) a 4'. j... I 1 L -) ] RI A •I ' .' Z • - I CONDUIT CLAMP(TYP) THERMOSTAT -44 . I I ANGLED BRACE BOLTED EXPANSION JOINT ; •p.. 1 1 w Lu ( ) co 0 (f) 4- TAISTCROUNTCRETE ,-. 6 % - -7. % - '. ' .'' ' I I fii(----1 .4.1 • . 1 x 0 CONDUIT - - : '. . 4 . • NEOPRENE - •i,. 1 I ED Lu Lu 1 . O % . -. .- " SLEEVE A. - 0,1 1 l----/ ....07- LIGHT , =1- - 1-o CONCRETE i 45 . - . . D. WHERE LENGTH EXCEEDS SWTICH Nt 0 z *-- E - - .._—, - - r— . •t, 3'-0"PROVIDE INTERMEDIATE GRADE - CONCRETE AN WALL - GRADEI _ r- . k - 0 11- Ill SUPPORTS AT 3'.-0"OC MAX TANK WALL L (1 RECEPTACLE ° k°, . I I/ - RACEWAYS SHALL (EQUIPMENT AREAS, WET ._... . - - .1 . • I { 1 LNBUETSg.sB.?LTS,WASHERS,STUDS, • - • . • . • . • , • - o• • 1.4,........,....../.. CONFORM TO 0 AND CORROSIVE AREAS) - - A- ,, 4 ' k - 0 I I SPEC.SECTION --1----•is• . ' I I 16110(TYP) . RECEPTACLE OR NETT.%ALHALL - -0. I 1 7 ;1.- CD i ( TELEPHONE/COMPUTER o. EXPANSION COUPLING k ' .. .1 I 4 Co (OFFICE AREAS) Ce. 63 PER SPECIFICATIONS * \Iy/ "Z" FITTING .-:. a. 73 • 'c* I 1 0 6 NOTE: k (s) 0 •, V 316 STAINLESS ADHESIVE ANCHOR PROVIDE EXTERNAL BONDING JUMPER WITH METALLIC CONDUIT \ FACE OF WALL WITH NUT&LOCKWASHER(TYP) AND WHEN COUPLING HAS NO INTERNAL JUMPER. . t EXPANSION COUPLING CONDUIT SUPPORT OUTLET BOX MOUNTING EQUIPMENT MOUTING DETAIL E-204 E 212 E-450 E-901 REV 042999 FLUSH MOUNT REV 042599 REV 072301 (TYP. FOR EQUIPMENT MOUNTED ALONG A TANK WALL) 10_0000 . 11 0 1 0 , 9_0000 I*I I 0 Isom= ' U-TYPE SS..CLAMP S.S. EQUIPMENT BOLTED TO STRUT l,___ 0.5000 3 0 0 A AROUND HANDRAIL FRAME.UTILIZE S.S. t EQUIPMENT TAG I BOLTED TO STRUT 2 0000 1 1.8750 20 TERMINALS EQUIPMENT BOLTED TO STRUT ADAPTER PLATES AS SEE SPECIFICATION SECTION 16060 (MINIMUM) 1 rzurizag..s.ADAPTER —, ( ) r0.5000 4_062 - immaNNI■ - HANDRAIL bIt1111:10D111 woo . .. S.S.STRUT FRAME, r. - . 71. P.,•■■ 1 [ .............. A INSTALL ANGLED CROSS ....................................,................- BRACING TO PREVENT LATERAL 6 '• g •' . . . • 1 MUM a +I I I S.S BOLTS FOR , c. MOVEMENT AS REQ'D.(NOT Ili •' Al ‘1 Is./ . .. .• . . . .. 1 WEN 11 I OP:Ai A I'tAlt MI HANDRAIL 0. Y I IlUmul ji IIII IIII k HANDRAIL .-o SHOWN) V\---- , L• i WON MI — I 4 •amammomme A amearommm A.........E CLAMPS(TYP.) 1 10000 >- Ilwal9 V I II!ILIN NI >- II i 't0 ±1 .-0 E ) - 4—.. WI 61,1 al < 1,ccaca illi.kiln < w i IfAlg AII LI-I 9_0000 11_0000 1 =1:11 [1] 4 12.0000 w I i It IN NI Ce 'Cr STRUT BASE PLATE WITH S.S. CONCRETE EXPANSION • . 0 roargirl 4I,D § lic.,it La ildgIVIlli t-t A . 1 ILIA.)aa u?. ANCHORS b. . 11Z:4:40.74r LO I,Lt.,Ltica CONCRETE CONCRETE .A • luta 0 TANK WALL TANK ir ,, , tiat .\i\--- 3_0000 II i,otire./c■.]i 1 I Kt it LY.II 1 I I MUM]1 0 0 II i 011111111011 I —....,....•••••■....... -.. CONCRETE S OP - FLOOR t PVC COATED RGS C WM.0.11■10. ■••■■■•• , Al PO ri#VM II 441 VIII 0) 7?. NOTE:ALL NUTS, BOLTS, WASHERS, STUDS, NOTE:ALL NUTS, BOLTS, STUDS, II I Vs■i,i.,N,/I --4- a ETC.SHALL BE S.S. WASHERS, ETC.SHALL BE o S.S. Lu 0 a 0 a - o ! 0 0 0 Y 0 0 0 E ." 6' DEEP [4 4 (s) c 50, c l_o_13 At) . 0 . 0 I 0 I EQUIPMENT MOUTING DETAIL EQUIPMENT MOUTING DETAIL TYPICAL CONDUIT WALL PENETRATION TYPICAL PANEL LAYOUT BACKPANEL (t. E-902 E-903 E-920 FRONT OF PANEL / E-911 E (TYP. FOR EQUIPMENT MOUNTED (TYP. FOR EQUIPMENT MOUNTED WHERE BUILDING NOTE: DIMENSIONS SHOWN ARE MINIMUM. PROVIDE PANEL SIZES AS REQUIRED FOR EACH APPLICATION. (5 1 ALONG A HANDRAIL) STRUCTURE OR WALLS ARE NOT AVAILABLE) REFERENCE SPECIFICATION SECTION 16485 FOR FURTHER REQUIREMENTS. -,.. c REFER TO SPECIFIC SCHEMATICS FOR ACTUAL PANEL LAYOUTS. 0 0 J o 0 I 4. u_ (1. z 9) \— I"CONDUIT ta) co ‘.1 GALVANIZED CAST DEVICE $1 BOX, Z.0. GEDNEY TYPE FS NI u GENERAL NOTE: OR FD OUTLET BOX,OR CI OWNER APPROVED EQUAL. co 1 1_ ALL EQUIPMENT MOUNTINGS,ANCHORING, ETC., 0 SHALL BE SUITABLE FOR SEISMIC ZONE 3_ 0 20 AMP,SINGLE 2. ALL SUPPORTS, FASTENERS,ANCHORS, NUTS, IF \—APPL ETON ONE-GANG POLE LIGHT SWITCH BOLTS, WASHERS, STUDS, HANGERS AND a. um WEATHERPROOF CAST IN-USE Ki MOUNTED INSIDE. — SWITCH COVER WITH GASKET RELATED HARDWARE SHALL BE STAINLESS c, co AND LOCK HASP CAT. NO_ STEEL FOR ALL INDOOR DRY/INDOOR WET/ WVSL1, OR APPROVED EQUAL. OUTDOOR/CORROSIVE/CLASSIFIED AREAS (--3' co n - \-- 1"CONDUIT P R ape .\cc.. 8x 7 u, .,0 I N E e 4, /a 71) t.4C? 75540PE .,,..' -O- m ,z - ,--- n I 120 VOLT, 1 PHASE POWER SOURCE rc LOCAL DISCONNECT E-912 p r- F1 EXPIRATION DATE:12-31-2006 RI CD a SCALE WARNING SUBMITTED BY 0, 1 DESIGNED D REED 0 Lo 1.4 --.4%,. •‘-• S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY ELECTRICAL SHEET: 41 OF 59 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-GE-004 z NTS IF THIS BAR DOES DRAWN J PAPP (0 ) M VV H cleanWater Services PHASE 4 EXPANSION .0 STANDARD DETAILS - 1 o NOT MEASURE 1" N -› THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 Our ccanuli:a)eni i drat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED R SCHUBACH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 Gn - 120 VAC FROM Co 120 VAC FROM PANELBOARD n, 1601 PANELBOARD 1635 z 12PP99101 H N G /—PUMP TERMINAL BOX -y CKT#9 °° 1602 1636 - - - - - - - - - F) © j I ° 1603 0 © , TERMINAL Z. 1637 a U 47 KOHM BLOCKS ' Q 1604 • nW • 1638 ' -- -- ( WP 1605 © ` I I I RECEPTACLE © STAR 1639 L 0/RR STOP pi T I ' FOR PUMP ` I,•' PLUG 0. I 1606 • ��XOO O • CR1 • 1611 1640 a -a CR1 © / I L as 1607 I 1 • 1641 , • L_ —, o I 1608 a ..._ 1642 � s�I-Y i 1609 at ■ ■ 00X 1643 47 KOHM START/STOP ' I OFFGAS 1610 FROM PLC 810V4101 1644 ' ■ -- ---- 4— SOLENOID �- fl- VALVE la CR1 - - - - - - 1611 I I 1 I I --■ 1645 0 El 1612 1646 {i 11 II i 1 DOSING ( —SODIUM HYPO PUMP 1613 1647 MONITOR � FAIL 1614 ELEMENTARY SCHEMATIC - SODIUM HYPO TRANSFER, 1648 _ Ill PUMP VALVE 810V4101 ---- -4-20 mA SPEED CONTROL SIGNAL FROM RESPECTIVE "ODOR CONTROLLER" 1615 CONTROL DIAGRAM 1001 1649 USAGE TABLE 1616 *THE ITEMS FOR THIS SCHEMATIC THAT ARE SHOWN MOUNTED IN THE LCP 1650 EQUIPMENT NAME EQUIPMENT TAG PANELBOARD &CKT# TERMINAL BOX TAG SHALL BE INSTALLED IN THE RETROFITTED ODOR CONTROL SCRUBBER LCP CHEMICAL HYPO PUMP 1 810P4104 12-PP99101 CKT# 15 810P4104 TERM BOX 1617 (CP-12670) PANEL WHICH SHALL NOW BE LABELED 810LCP4101 1651 PRIMARY CLARIFIER HYPO PUMP 1 810P4105 PP-12006 CKT#30 810P4105 TERM BOX HEADWORKS HYPO PUMP 1 200P4107 PP-PLPA CKT#40 200P4107 TERM BOX 1618 1652 HEADWORKS HYPO PUMP 2 200P4108 _ PP-PLPA CKT#42 _ 2 P 1 00 4 08 TERM BOX 1619 120 VAC FROM ,�, CP-351 1653 c / (SEE NOTE 3 ON 200-E-002) cm vi 1620 1654 ELEMENTARY SCHEMATIC - SODIUM HYPO METERING PUMP W * © TERMINAL BOX 0 1621 0 © 1655 CONTROL DIAGRAM 1002� 47 KOHM (SEE USAGE TABLE) c 1622 • /VW • 1656 0 E 0 PI a 1623 0 200V4101 1657 0 E H A i 1624 O ....45_,....45_,• • -• X00 1658 0 .El i 1625 1659 QI � 1626 © 1660 0 u.1 REPEAT 0 1627 O X CYCLE 1661 -E 00 z TIMER 0 - 0 1628 1662 () co 1629 1663 S _ CU 1630 O OOX I 1664 LOCATION LEGEND a 1631 1665 0 ci �] FIELD MOUNTED 0 1632 ELEMENTARY SCHEMATIC - HEADWORKS ODOR CONTROL 1666 p LCP W SCRUBBER DRAIN PUMP VALVE 200V4101 v © PLC-PLANT SCADA SYSTEM 1633 CONTROL DIAGRAM 1003 1 667 4 INCLUDED AS PART OF EQUIPMENT 0 0PROpe to 1634 *NEW LOCAL CONTROL PANEL LABELED 200LCP4101 FOR THIS SCHEMATIC_ �`'��LNG i N EFL `�Jj4 TS to . 75540PE y, ni � , -or REFERENCE OREGON nor Apn �.. .� o �� op a got ED o�, 9. �� �� AS A. EXPIRATION DATE:12-.31-2006 M SCALE WARNING SUBMITTED BY Lo 0 1 DESIGNED PAPP S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY ELECTRICAL SHEET: 42 OF 59 z NTS I (PROJECT MANAGER'S NAME) LICENSE NO_ DATE ``� DWG: 000-GE-005 .a IF THIS BAR DOES DRAWN J PAPP lvi '��H CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" 0LI ; r. ELEMENTARY SCHEMATIC - 1 THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED R SCHUBACH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO,: 6188 = HEADWORKS BUILDING POWER SIZE co WIRE FILL A 3/4 rr P1 1 -2#1O, 1#10 GND "TC" (SEE NOTE 2) B 1 N PP-PLPA IP-301 P2 2-2#14, 1#10 GND "TC" (SEE NOTE 2) C 1 1/2 z --- P3 3-2#1O, 1#10 GND "TC" (SEE NOTE 2) D 2 v IN MCC 301 P4 2#12 1#12 GND SEE NOTE 6 CONDUIT 0 o r \--SEE NOTE 6 CONTROL SIZE TABLE E. o --4- C) m WIRE FILL o Ii o : Cl C 4#14, 1#14 GND "TC" (2 SPARE) (SEE NOTE 2) o. SIGNAL LOCATED AT CHEM WIRE FILL a FEED AREA 200JB4101 Si 1-2/C#16(SH) "TC" O. P-200P4107A 0 P-200P4108A DISC S2 2-2/C#16(SH) "TC" P1 B P1 B LO S3 3 21C#16(SH) "TC" \--120V 20A(SEE DETAIL �a� S4 4-2/C#16(SH) "TC' 200P4107 2 E-912 ON SHEET o P-200P4107B 00 P41 08 000-GE-004.) Q S5 5-21C#16(SH) "TC" 0 P1 B ERM BOX TERM BOX < r TB TB P-200P4108B — "- S6 6-2/C#16(SH) "TC" P1B m o WP RECEPTACLE ti u) WP RECEPTACLE o a CONDUCTOR TABLES co c� ao o < d' < � C FHEADWORKS BLDG o o NOTES: EL - o a. 0 0 U a v ODOR CONTROLLER N N 0 o (SC1000) a 1. * NUMBER OF SPARES IS INCLUDED IN THE WIRE FILL. 0 0 U V a 0 2. CONTRACTOR SHALL ROUND UP CABLE COUNT TO NEXT APPROPRIATE SIZE TO CORRESPOND TO STANDARD ,_, 200AIC4101,4102,330AIC4103 co MULTI-CONDUCTOR TRAY CABLE ("TC") SIZES. C SOLENOID VLV SOLENOID VLV o 0 CO 3. FOR CONDUITS REFERENCED TO NOTE 3 CONTRACTOR MAY USE EXISTING CONDUIT FROM POWER PANEL TO w CABLE TRAY IF NEW CONDUIT CABLE FILL MEETS NEC CONDUIT FILL REQUIREMENTS. OTHERWISE NEW CORE O 200AE4101 B,200AE4102B,330AE4103A DRILL AND CONDUIT SHALL BE PROVIDED.. DOSE MONITOR DOSE MONITOR a C 4. FOR "AE" INSTRUMENTS SHOWN (THREE), THE INSTRUMENTS HAVE A 33'VENDOR SUPPLIED CABLE PRE WIRED_ o m IN ALL "AE" INSTALLATIONS THE CONTRACTOR SHALL INSTALL THE DIGITAL HACH PROBE TERMINATION BOX o• (MODEL 58670-00)AT THE SENSOR LOCATION ON THE WALL_ THIS DISTANCE WILL BE MUCH LESS THAN 33' o < a. AND THE CABLE SHALL BE MODIFIED ACCORDINGLY_ THE CONTRACTOR SHALL ORDER THE HACH VENDOR CABLE 210J84104 CONNECTORS (MODEL LZX971, LZX972)TO MODIFY THE CABLE LENGTH_ FROM THE TERMINATION BOX TO THE �— CONTROLLER H (NO CONDUIT) VENDOR CABLE © THE CONTRACTOR SHALL CONFIRM THE CABLE LENGTH PRIOR TO ORDERING THE BULK CABLE (NO CONDUIT) 0 u) FROM THE VENDOR TO COMPLETE THE CONNECTION TO THE CONTROLLER_ u) ( 200P4107 ) ( 200P4108 ) Q N 5_ FROM JUNCTION/TERMINAL BOXES TO EQUIPMENT, CONTRACTOR SHALL UTILIZE FLEX CONDUIT AS REQUIRED. HEADWORKS HYPO/ HEADWORKS HYPO/ C� © 0 ,2IOJB4103 cn PUMP 1 PUMP 2 S-200P4108 W W W f_ THE THREE CONDUITS NOTED ARE HOMERUN TO THE ELECTRICAL ROOM.. THIS CONDUIT ROUTE IS VERY CONGESTED. S1A a 00 a co u.i THE CONTRACTOR SHALL FOLLOW THE ROUTE OF EXISTING CONDUITS. SEE NOTE 6 ON SHEET 200-E-003_ o- o o 0 d- 0 N c J (? '- LOCATED AT CHEM CD 0 O O O P-a FEED AREA o S-2aQP4107 210JB4102 c00 v3 o S1 A 200AE4101 200AE4102 o o �, TB TERM BOX TB TERM BOX VENDOR SUPPLIED CABLE �- i OtJV'0i E j a C? pl. e o O W W ' Qm am ' -4- � W O' N N 0 m O 0 0 0 N : N 01 0 o 0. o o r 0I 00A 00' 00L a_ V Z. 4101 4102 4104 Q (n Co o E1 SEE NOTE 4 FOR CONDUITS TO "AE" o -E INSTRUMENTS w U a o co N o c �� CP-351 ODOR CONTROL PANEL C" 2 P-200LCP4101 ° r 0 (200LCP4lol) P4A d- o r 0 0 0 Q ' N r 7 j < EXISTING CONDUIT/ 330AE4103 I N O ( DUCTBANK. SEE NOTES TB TERM BOX 0 cr) c°.1 0 FOR 200P4109 2 & 3 ON 000--E-001_ —SEE NOTE 6 w o I LOCATED IN PH PROBE CP-301 (PLC-3 IN ELEC RM) �p PROF co SUMP AT PRIMARY 30A I ti� Fs 0 200V4101 I SLUDGE PUMPING 4103 Ti i $\ cc 4'NEFL, `�jo STATION. (SEE NOTE 4 cr,, 75540PE ON THIS PAGE)(SEE iii I NOTES 2 &3ON .. --* — 000-E-001) it I OREGON PRIMARY PH PROBE -N4 "ov Q AT D AT PRIMARY 'REFERENCE s L D EP MPI N G S TA Tlo N �I , ' 1 - { - SAS A. t\I I - EXPIRATION DATE_12-31-2006 a SCALE WARNING SUBMITTED BY Lo 0 X 1 DESIGNED J PAPP S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT ELECTRICAL SHEET 43 OF 59 T ENT FACILITY z IF I THIS AR DOES J PAPP (PROJECT MANAGER'S NAME) LICENSE NO. DATE leanWate~` Services ELECTRICAL DWG: 000-GE-006 NTS I DRAWN M JIJ H C vices PHASE 4 EXPANSION 0 NOT MEASURE 1" CONDUIT DEVELOPMENT - I THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED R SCHUBACH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 CHEMICAL BUILDING POWER SIZE g WIRE FILL A 3/4 _. r o IP-12043 PP-12006 12PP99101 P1 1 -2#10, 1#10 GND "TC" (SEE NOTE 2) B 1 0 `' P2 2-2#10, 1#10 GND "TC" (SEE NOTE 2) C 1 1/2 z d, P3 3-2#10, 1410 GND "TC" (SEE NOTE 2) D 2 iii Lo �t P4 2#12, 1#12 GND -4- ° o 0 o ca CONDUIT t 4,5 ri- (Ni o 0 d.. m CONTROL m 00 � 0 ,� SIZE TABLE r a a. ocL o a © WIRE FILL c° , O-3-� 0 a °- Cl 4#14, 1#14 GND "TC" (2 SPARE) (SEE NOTE 2) d cii a. SEE NOTE 3 mk SEE NOTE 3 SEE NOTE 3 SEE NOTE 3 SIGNAL WIRE FILL 0_ ea a S1 1-2/C#16(SH) "TC" POWER CABLE TRAY(POLYMER AREA) r S2 2 2/C#16(SH) "TC" g -°- S3 3-2/C#16(SH) "TC" P-810 P4104A,05A,A I C4104A LOCATED AT HYPO P3C 54 4-2/C#16(SH) "TC" aC METERING PUMP S5 5 21C#16(SH)"TC" co AREA '�� 810JB4101 P--810AIC4104B dm P1B © a P-810P4105B DISC CONDUCTOR TABLES d RETROFIT EXISTING P1B P-810P4104B LO PARTIALLY DEMO'D ```-120V 2QA SEE DETAIL NOTES: "ODOR CONTROL P1 B v E-912 ON SHEET SCRUBBER LCP" 0 000-GE-004.} 'I. NUMBER OF SPARES IS INCLUDED IN THE WIRE FILL. WITH SODIUM HYPO TRANSFER U m_ 2. CONTRACTOR SHALL ROUND UP CABLE COUNT TO NEXT APPROPRIATE SIZE TO CORRESPOND TO STANDARD PUMP (810P4106) CHEMICAL BLDG LOCAL CONTROLS ODOR CONTROLLER a a MULTI-CONDUCTOR TRAY CABLE ("TC") SIZES. (SC1000) 0 3. FOR CONDUITS REFERENCED TO NOTE 3 CONTRACTOR MAY USE EXISTING CONDUIT FROM POWER PANEL TO °- CABLE TRAY IF NEW CONDUIT CABLE FILL MEETS NEC CONDUIT FILL REQUIREMENTS. OTHERWISE NEW CORE P-810P4105C 810P4105 810P4104 S-810P4101C,AE4105,04 DRILL AND CONDUIT SHALL BE PROVIDED. (8IOLCP4IO1 P1 B TERM BOX OTERM BOX S3C 4_ FOR"AE" INSTRUMENTS SHOWN (TWO), THE INSTRUMENTS HAVE A 33'VENDOR SUPPLIED CABLE PRE WIRED_ TB 810AIC4104,4105 IN ALL"AE" INSTALLATIONS THE CONTRACTOR SHALL INSTALL THE DIGITAL HACH PROBE TERMINATION BOX P-810P4104C (MODEL 58670-00)AT THE SENSOR LOCATION ON THE WALL.. THIS DISTANCE WILL BE MUCH LESS THAN 33' > > P1B 810JB4103 AND THE CABLE SHALL BE MODIFIED ACCORDINGLY_ THE CONTRACTOR SHALL ORDER THE HACH co WP RECEPTACLE co WP RECEPTACLE O-$10AE4104B,$10AE4105B CONNECTORS (MODEL LZX971, LZX972)TO MODIFY THE CABLE LENGTH.. FROM THE TERMINATION BOX TO THE o o 0 Lo d- o C CONTROLLER THE CONTRACTOR SHALL CONFIRM THE CABLE LENGTH PRIOR TO ORDERING THE BULK CABLE 'r T-Q FROM THE VENDOR TO COMPLETE THE CONNECTION TO THE CONTROLLER_ r r- rU V 0 0 a-r a-Q a_0 LOCATED AT HYPO oT�oU 5 METERING PUMP 5_ FROM JUNCTION/TERMINAL BOXES TO EQUIPMENT, CONTRACTOR SHALL UTILIZE FLEX CONDUIT AS REQUIRED_ 0 0 c° AREA U U 0 0 o 810J 84106 Q c (0) 810V4101 ) (SOLENOIDVLV) ( SOLENOIDVLV) o Q< 4I)a. /SODIUM HYPO °- w N 0 TRANSFER PUMP ") < < <U Q © 810P4106 VALVE : .r a b- M Lu (DOSE MONITOR) DOSE MONITOR) m w m w m Q °rte cci o °o Q 0 LO a. o ago o o 0 0 0 LOCATED AT CAUSTIC a- c VENDOR 810AE4104 810AE4105 °D METERING PUMP E ( O CONDUIT) �—VENDOR CABLE TERM BOX TERM BOX AREA (NO CONDUIT) TB TB ma`'``y. 810JB4102 0. E ( 810P4105 ) ( 810P4104 ) 810JB4105 S-810P4103A,02A,01 A o CO m PRIMARY CLARIFIER / CHEMICAL HYPO / o o S3C m CO 0 0 HYPO PUMP 1 PUMP 1 0_ �� w w - C- o o °' a" o < m Q m Co r co o� 0 ° MOUNTED IN CAUSTIC AREA BY SPARE CORE DRILL a- Co a. O INTO ELECTRICAL ROOM USED FOR SIGNAL CABLES. 13 (0 �' UTILIZE EXISTING SPARE 4104 41:10A 5 CORE DRILL FROM S-810P4103B4O2B4O5B,AE4105B4O4B 0 0 0 z cp CAUSTIC AREA UP INTO S5C ELEC RM. CORE DRILL SEE NOTE 4 FOR WP RECEPTACLE WP RECEPTACLE WP RECEPTACLE LOCATED NEXT TO PLC S-810P4105 CONDUITS TO CABINET IN ELEC RM. "AE" INSTRUMENTS i S1 A UTILIZE EXISTING SPARE CORE DRILL FROM CHEMICAL PR 0 / CAUSTIC AREA UP INTO ELEC RM.. CORE IMARY CLARIFIER HEADWORKS CAUSTIC PUMP 1 CAUSTIC PUMP 1 CAUSTIC PUMP 1 0 DRILL LOCATED NEXT TO PLC CABINET IN ELEC RM. I ( 810P4101 ) ( 810P4102 ) ( 810P4103 to t SIG/CNTRL CABLE TRAY(ELEC RM) M vi © 0 CNI 0 U r r r a o m O ; T co c° cTi; c cD co m W ° S-810P4103C,02C,05C,AE4105C,04C 0 CD a- ¢ S5C o NEW CONDUIT AS REQUIRED FROM ELEC RM CABLE TRAY ?v 810JB4104 �,%ED P R f�FFs TO CONTROL ROOM.CONTRACTOR SHALL SUBMIT CONDUIT NEW CONDUIT AS REQUIRED FROM ELEC RM CABLE TRAY 5 NG 1 N EF 8/ v ROUTING PLANS TO CWS & ENGINEER FOR APPROVAL_ U 11/---- TO CONTROL ROOM.CONTRACTOR SHALL SUBMIT CONDUIT \--- �� �- TS ^\ ROUTING PLANS TO CWS & ENGINEER FOR APPROVAL. LOCATED 7P� �,- OCATED AT CAUSTIC METERING PUMP AREA rr OREGON CP12010B (CONTROL RM) REFERENCE pi �D v 9, 200 `AQ NOT APPROVED ONL -4 A S A.ROVED WITH THIS Y -IIS PER Nfi T N EXPIRATION DATE:12-31-2006 c SCALE WARNING SUBMITTED BY 10 ELECTRICAL SHEET: 44 OF 59 0 X 1 DESIGNED J PAPP r S. D. HATTERSLEY 1/18/06 Vii' DURHAM WASTEWATER TREATMENT FACILITY Z J PAPP (PROJECT MANAGER'S NAME) LICENSE NO_ DATE leanWate�� Se�viees p ELECTRICAL DWG: 000-GE-007 NTS IF THIS BAR DOES DRAWN M 1V�H C HASE 4 EXPANSION .0 NOT MEASURE 1" Out G�,a.11,;:,,�h, ;, �,;,r. CONDUIT DEVELOPMENT — I I THEN DRAWING IS R SCHUBACH K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 4111.1111.........." 7„....immummimimi........... ., .,,,,...,.,,,,,,,...,„..,....„,....,... .......,.._,_....*,...,....„.„..„,,_,jr'• ".`".----'"•- •-•-.-••-•`^-'-'.--"..- ,...• - - •-•c ..°-",",--rr.nr•n.•,a,,yrr.,...*•=r.,-,'.-,V..,,, .,,.+-. ..-2,.,--,..art...,,,,,,,,,,,, , ,,,,JL''r5:M?5L.,''-..,-w-M...- . ,,, er•'''' L„. 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CABLE TRAY (ABOVE) I . . . „..,,,,,,,,, ',... .,,,,,P'' ., ..1.” ..... ,, j,,f P., I to* , . ,,,,,,,,, --, .e- -,„„. f v 1 I 40 3 I .,.- 3\ .,,,•-• , •:.3 •1. •,,,, 1-g 1 .3-- I.... i ■ . ,,, ' N.. I CD . ',,, ,, Fa, to t , -- EM BUILDING UPPER LEVEL 4,3" '''t ,•34 -? it tf '4,, it ,, .4*--"...-11"...1 IP-12043 IS IN MCC SECTION 9 = L • , t ,-, (A. ELECTRICAL ROOM 0 if Ep„ .1 , , 1 „ , 60, t r (SEE ENLARGED PLAN) .1 i f ss fi3 r ,..,, i. i 9.: 1 1 jil ,r, ,, I J iti st St s. 1 X • 1 I tt! V • si 13,. 1. k. i / I - it, 14 / st a' 11 ,,,-,1 I -5 r ,/ rt , , '''. i I 4' I POLYMER MIXERS (28.t POLYMER TRANSFER PUMP 1-I , , • k,4.,, f r 5., •-f P;-,-, ....-r 1,,_ „.„4,,,,,,ii -1,,, W.- L i ,4,A""' STARTERS ARE IN MCC SECTION 7. SEE NOTES 4 ..--f. i I • f'.,-s, ,,,... sr .,„-.2• .,,,, .-' - .5...- ---,--, ' irri 1 & 5 ON SHEET 810-E-003 FOR RELATED WORK. ; ; , . r.. ,,.-.4., „:„....,,.,,„„,„,„ 145,,,,-4,-...54..'t-451.5,45WM.,:,,-5,--.5: 4V.5-_-.555:55, •-,..555.,,,,,,,L,---,'-. - 5,51',55,•---55--------52-.,.....-1-.5.-,,,,,,.5r,...-55,15,5,--. - .:54,'''''''. ,,,,,, , - HI i - '1 1 , pl r'' • ' i i i''' . I i I . ', 1 5 kji I 'V* (NI C‘i N.3.- I 3 1 ' F„,,,2,•=m, --,33,333-.,33a..3v,n3m3.....3 ....• ,33k. .i37.33.-37.3,- -••"•- -1,-4 4* a CD '1 . ' I , VI „,--.'• ,. , , 0,„--- -,4a ,--,, p41,-.---,-.444 ..:4,w .... ,,,,,,, -vt, ,., ,,,,,,,'.., , .4 , , 0 0 0 ,„,,..,....,.........„,,,I 0,4 04 c\I CN 1 ; 1 .tt• •-t: , ,i3, ,t,' q ,k 1 CP-12013 I ',Zoe 0: . .' 4' if, :4 ( , 1 . , ''s I \ I I I HVAC i t. ,41FAr' i: \ . , e .-k. 1 '4. 0 0 C) 0 IP-12003 IS IN MCC SECTION 6 t--- lik/ -.,-. 1 ,i, if 1 .ti .. s,„: . 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NI ,, T EXPIRATION DATE: 12-31-2006 T.. co _ SCALE WARNING SUBMITTED BY cn LO 0 .14 I DESIGNED J PAPP ----.4, ELECTRICAL SHEET: 47 OF 59 S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY .• — 0 I 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE --..‘,. DWG: 810-E-002 Z AS SHOWN IF THIS BAR DOES DRAWN J PAPP ( ) MINH CleanWater Services PHASE 4 EXPANSION CHEMICAL BUILDING o NOT MEASURE I" THEN DRAWING IS Our commitment is clear. K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS UPPER LEVEL DEMOLITION PLAN DATE: 18-JAN-2006 _ REV DATE BY DESCRIPTION NOT TO SCALE CHECKED R SCHUBACH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 . , . 7L EXISTING SPARE CORE DRILLS FROM BELOW TO BE "SIGNAL" "CONTROL" :^..`e:..»"�.`.,,,L.>.R^'SC::lT.:`2,:Y•u:.n=.k'�4.JS3: ..-.w.............�-w- °.,.:..H...:,Y-...o...d, .+w- .Y• s _.k: tt.. _ - .. .. .,.. _ .... .... ...„. ...... w !,»r.._,* ..._ r,§:.....:..:r�,..�.,�. ..,c,.: n.3.Ft .w'.-...:,:..Q.:.znU..,s,',.s..... =.s•.W.b"J ,t • w-. aJi. , ,-�'•' Y°^^f,,,, 6"SL'X'-Y-..,,i-.^'+.A`.'�aSSt- . - .�'.�..Rw..'."�.. x%r+q+ "�.„Q.,v'J-F{t~Mri. N,de,t-2.. ,..et..e:S..iJ<z%n`x'a.,.......YP'....JA':U•a fs_.,•'A•£,fy�...,..`.:.,.........--...,,.. ,s- t" l -+"' . "•'"i `"'°,•�'°iw"""'kMie:.'°".nls '0.Yx.^'•Fd^bftG1'::"S6+t ^4SA.T�fY: .'Y%!^:.h:'�M°C 1A'tisY.+.e.':i'Hd df4YZ'9.Xn.°Yr T 4°Y•t1,"Y'.sxW°t^.Yf":ExF Nv r-: w••.�,••••:„'r• .- �.r.�.,.�,,-�,�:.. .,�., ��.,��..�_. ��a �_ _ �,� °,ter a:,!� � ,,y.•#_��w r� .,,_ . . __.,.jr �' T � £_�",.��:�:.��;... .__.���...�. •._�'� .<.�:�:,. .� � ,�•a,_. � �,..,, USED FOR SIGNAL & CONDUITS. A, , r. z � .. ..$ .s . W.4 ,,,:L .F:_ p...:_:._3_._.._. __.�s.n;"„, ,,,„t_........ ._: :.� - -i- ,. ..._ r -,...4:.,r,,t.. ... ._:_< ,. _.,:a ._.....__ ..�• ,a.��.r.�...—_ ,. ,.nrt. SHALL BE ROUTED UP INTO SIGNAL/CONTROL CABLE f j q ` d y `° :,. CP-120(8-TJB TRAY, THEN TO CONTROL ROOM CP-12010B CABINET N k y y„ ;r °P VIA CONDUIT WHERE CABLE TRAY ENDS.1 v— IN � . �p+ I FA, e"`- 5s 1r ,M .,.'. :,: 9 s°1.;,:�•'F1.• nsa,” '. -•' - :>:.. r.::' z"z z"::�, 'a:.-4:r^a'r W.��...�,-..±":.":y�.�.,,. - �:•';;crxx'-.,,, :2 ,,,,,.,.r,.n, .r.,.•tc�,'§ , '•; _awse - 'o�,r, ,,,, /'� Q .a .. ,,;i 5 . w.rr`e*� ,,._,._..a _'}'ate..”;i`- �g �''',,.;,�'a,�.er�,c'_..�.,e:,'�.'�' u %'•k c'°: :ae:h .-r 6 �'a' .&t;,aT 3'� s ry ',''A ,$ \..l Q a ,," fit / a.,4-4 A .4-i 3 I CP-12008 LI1 � { ` x r :f . \\\'''...'"----..— Z N. .,.~_^.r,.z.,».xu-^.ur-mx-;a' '- -1u''S�t : w e,rs, .a,e..,..h.:.u...1,e .z . a �' ay a z r H , ` °` ,x " j n ,i1.' h G {i� cv's `i+K " 4"�x?} W' h _.:Y 2.u;t. i KI°w � C, az "•r' G-.K ` . 4 irEY•E` e�cM M `r F"• t •■•.a. S y (� �`' a t.i.,,"...t,.,mow,, v - , -...M.- -ysaW r.,,,ra• ` .»s. -n:ws x>,,,, V.,6.6r ,rs,, . .r.. .r., ,. ^-'.'av' nJL : JF.t 1.. ,.„._.g;a a . cas-•xize:-ssxs i. " , 0,. ] w ^w- .zw �� oo� - EXISTING SIGNAL/CONTROL �, ...."* .7..,.., 1 [1 1 CABLE TRAY to 1 0, ry a � a I . � 1 EM BUILDING UPPER LEVEL M ii, Y ELECTRICAL ROOM Y 1 H to to r (SEE ENLARGED PLAN) t E I 1 i s 1 x=' IP-12043 (SEE NOTE 4) I. 3 -7 "'';? ¢:;'.d,'f', Y '"� ,3- xJ.: vt-:-`: •5:,---'t�':.y,:: . „` s ,�r.>.rr_., ,�sri,t "`",:vs._ „€, 1 I L j 'S 3• ._..f�a9°�.:..z..>• �" "` FZ'<-:�`..-v.>...'<•s,.....-...............';`�,o��x>v..�d:: �:ir.:�5t>;.•-e?` ',:.:,:::%_.,_:-.,�'�>.r,..,«...........w.,>.s�• `:^`-�•�r.� ,.' � '' f a I t ' 1 ,..'..+ ,„v m••m..:: ?.. �.', ."i, .,,,,;:x::.i�;;;x� a°+.i" ':"''Yrtys;° - ,�x fi. ^•,2a':i.:, t,,, ,,, _,,—v..A.'' '= ``°-t'=+:r::,„_ .'.y'_ ,•_.,-- CD i..^'v"a:k.n.�ta.n:ya°.'e-Y-:'9� YN Jy''� }C' . y .. �. p F :,• ., �` CP-12013 Q 1 !:: ,,r,/ - ' I : S 1 1 ii i J R i i 1 t,, ,3: 1 ,, 4 t I z N4 ;' ^I t.' ii i 4 i _ A rz 'S i° 1 li - x ,,,,„/ �t'�\, � , 1 XFMR-12018, SOKVA 9 4 — t' ;a r 2 _ ii11,1,-, 1 N<}. �L.,r, _a Y t ....�wY,.» i 2'v'— .,,,,--.,..ry:.a.a,. '.s- ::'7:Ts ''}°:i«Y:-""Y.... --., '>��`..-"'s, 15.F.: ..,„,1 t 1'::.''„`,..%' 's--,I:,.,,IM"IT..�,.. ta-"'..,,,,_.,.,--„a,""'.i° S 1 T� • w r 1 TT-- x ..r_ :. _ PP 12006 (SEE NOTES 1 & 2) ,,,re...m:.•a'�e'eta, :+rr s �”``'�::s:J.w.°„a "��.7.�.� f�.. -�::`.K. �'x,`^' +.�•rr ri �.•,.^., � 1 w x' _i. �, ,3;<4.°'•rear�o^�,r���::� zs>a�����'w�.l's.^.� :^'<"asna» ..721,---,�a�. I F as - 1 ri-ix",•` .,ate( .c''-'' {g{g — ° ' k' SEE SIG L/, ONTROL > .X I CABLE T Y RTES ;� a, ff 4 1 SITE LTG 1 1 I ON ENL G ELEC `, 3 3rvks3� VERIZON : _ a. 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".-ss ers �:.� •s:�_�, � �, � "'333}}} ^ ' � '” TOWARDS CONTROL ROOM ;I ; � _ ..x_r. _.._�_m.. —PP-12014 ' ., Z 4 11 i<,,, = m r XFMR-12007, 5OKVA _ XFMR 12019 50KVA b r.a °. PP-12009 ' A t t, .ff° �* .s`. ,�c:.•ax^ tis z...c:.`'u�,m�J:.;:,..;mY.._.,.�,a :.1 LI ' .0. fir- .r• t ,-�.•{-r..A.C.-....aw,su...Z,:..W.,,,,,:.�,...s a r uuaA•a c9.,:" �,JT .p } CHEMICAL BUILDING UPPER LEVEL ELECTRICAL ROOM .t.*ac.. ... -. �v ri scam :y •' a . _ ..,,. s7 .., .. .� at v a,.cv .. ._. .,...,.e:.. ........t_....r,. ,..s'-....,.. -•' '�.z�r-x���.:..,c,+:a:::r.:.w�:,.�a.aaa._r�c.+ta.r�r..z"'....:ure«r x,�,r.;:...,:,»,....,,...,�,,......a«...a..„..•°.•- ...»...�•,...,.... t P . : r- ' .I SCALE:LE: /f_1 f_0, ,- CORRIDOR :1 . _, ,,„ , �, ,, t / ..,.��........r-.,®.».».,'n-c - E... 3 k L` �fr i'ry . 7,..f...71r:7::::..,,, #;,:Si.7 ,..'.a' - ' �' , �`�>_.._ ro..�"�s_ A.;.�a::T.SK.Wa •c r• °.. NOTES: .i •_�.- ,;,,,r�.��r�',;�.•m.a��,.e�"-,��a>-a�:xti.'aw � .<.e a ,. rr, �.xx�der �^ry °-�..lxa:r,, .wa' a:sx�v �a,a r js. :e ;.�..•c�.'afS:--. ;w ' 11. FOR PP-12006 REMOVE SPARE 60A 2-POLE 240V BREAKER FROM CIRCUITS 18 & 20 AND REPLACE ,r 19 }x < � WITH TWO SINGLE 1 h ii-j ri POLE 20A 120V BREAKERS. F ' CONTROL RM ° = � r ,,,,:E6 xa, ;.`r 2. USE SPARE BREAKERS IN PP-12006 AS FOLLOWS: 1 f 1 iIu I 6 %_= -x a 7-yu r CIRCUIT#18, SPARE 20A, 1-POLE, 120V---CHEMICAL CAUSTIC PUMP 1 "810P4101"ii 1 y � " �L CIRCUIT#20, SPARE 20A, 1-POLE, 120V---PRIMARY CLARIFIER CAUSTIC PUMP 1 "810P4102" b� r H a CIRCUIT#30, SPARE 20A, 1-POLE, 120V---PRIMARY CLARIFIER HYPO PUMP 1 "810P4105" i. t" `' !' �- �,� *POWER PANEL IS WESTINGHOUSE POWERLINE C PRL-1 120 /240V, 225A PANELBOARD Ib 3 _ _.m._. , 3, i i� EXISTING . .. ..w ` 3. USE SPARE BREAKERS IN 12-PP99101 AS FOLLOWS: F. 1 1 CP-12010B etlF,, o CIRCUIT#9, SPARE 15A, 1-POLE, 120V---SODIUM HYPO XFR PMP VLV "810V4101" Ik`; CIRCUIT#15, SPARE 15A, 1-POLE, 120V---CHEMICAL' v -' OV --GHEMICAL HYPO PUMP 1 "810P4104" I< _ 1 � tr CIRCUIT#13, SPARE 15A, 1-P '.. � 1-POLE, 1 E 20V -HEADWO RKS CAUSTIC P ��.. �• PUMP 1 810P4103 �t Y 4 � .. 't^t:"3^.:.X't".w^3 xtW",^..ttY:'^.Y3i..:•"._'°61� y .. P_ :.'. :8'S3'.....• ..v..'v.'&.0.::••':i2"aa'>_"aJ.l::'A'Y'*YF.s.,.�•..:-:.:.'..--.-. .,a .... .........__. ..., a..1 _ i. li .-� . 7. .°•>.,„,,„6,'^, ....--. > ...,___.,,,,,Y289_ N"r^. «w"tl X,,,,,iY .'.'?+'f ..°'_.'e'....A:t.. .t..„J...•....'i. .,J.'Y..3..^:i.y,... .. .> 4.,.1.,-J...^..^-"v.':;.....:a......^. ....... .. � ! •amt` ...`�-.- �.azearr. +� _.._..a .. a _, spe _.s.. �_. -r3�.. .,..... ...x.,_:^•••�a;srssg.>.:ua-:nv'ac:-, '^�:.. ' ...~..sr,»wa., �......c.._,m......__..+.,.._�a,w»,....»..,.a...,.F�,.,..,-�.i.,.._.M,_»......,,-.. _.....aae..._..._,..._..... .... _..,. - -„--� .' - 'x' =- 6 *POWER PANEL IS WESTINGHOUSE PRL-1A 120/240V, 100A PANELBOARD -^ j `3.,w �-���� ,. -......,-.,......�.,. '-.... ";Pm,,.,-..,.....,.,.,-•. •? �i�.;.rr;+� ..W....,,o..T.y - _.... i..... ,a. ... ..}'�b [,s�... .n.ax.c,.•..:,,.::re..e:.»o.."`±�� ra..a.. 9 , �' .,,,y..,....• _,,..,... ...__ ',s w..+.r M...r..,•mr.c�'S,:s.....•.':--°^••sasm,,n.. ,,..,.. ...._..,,..,.,1S,�w$'.z.,...«s',. �. ..c'cu•..'vxmrr-.n•�.::.a -'•;u.zr,:r.:.:w�^:.�^a.^ax.,.r;..`.xx:a:.•.:-v,x"::.,;.��..>:':-�::..-::-:.:_r.,-. •,_.::._�.:?_:,..-..F:.._<..._.-..,.._ac...<,-,d...Y...�,..< ..c.- .. 'V'� �� .•.�,�•".._ c Li `C t.r s.aa�,..-.�....,-�..�..«.,..�,..,-.._..,. „,.».....,..,,....,..4�..............a..,......,.,........___,...,.,_.....,.,.,..n._..........�....,...-,,...�re,aarau-4»..T.•r_zxr.:. rq P37, mr n �� �! f 1T 4. USE CIRCUIT#10 SPARE 15A, 1-POLE, 120V BREAKER FOR CHEMICAL ODOR CONTROLLER "810AIC4104,4105". 1 ,tt" � x� ; � - Fr -r=24,,,,»..r- .,�° *POWER PANEL IS WESTINGHOUSE POWERLINE C PRL-1 PANELBOARD g i .°j,'IR,. ��nn rL �•er _x "°:.'^.., x.,.,m�. :. .a"'x,Ats.'-' ..`t"c�"'at:. '�s^ `b J �' f "„.,.tba'€. ,.ss. ,.... ...„, ^ai..axi �,r{aew..nc 'is? '•ass..-:;u.:x.c.r,es�.,....cvwsx�•r•.-,:zc�..ua:_ a�•-r;.-." z,.�xa,;, .>•c`n.a� .. w /N a.. ...as.• i - . I.S F v =;`v .r ",''rev^• .s,.°"c.„ § r E it§ •crz�a.:;.s^c-rma.-,�':,rasxsv_-s.:; ,xr .\4:',-,s ce as°'ay, .,,,µ` 'd'S. f I g F,S r ,gtl c wY•xea'•..scwvx,,,,,y , xsrs . ., fi s isr sc�,r'r "s:,••v �,.,,"�a W a,h,,� u 7(�,•' I '; - ` (#/ 36, C I. ;_•�,• K.ry ::C. 5. CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITH SEQUENCE OUTLINED BY L g$e .4 `t F1 re,$ £ ;z Y;i"rti ,,' a"k A V i 1 i /�_ a' s F+ t ,r Y,Q ;'p '�4 ,iz'� vet¢ .-r:,..eft z pg� { e - s .... �„�:.�. MECHANICAL DRAWINGS. Tv-a, 1 Sr`- 3 P E ss Vi, e:'r4: 'a'� 3¢ .i ».....,...1 ,:�,..........;” "i•1 a.�..`' pc 3' Mars•:,.•,' ., � e -—_r�.. a ' f ' ` '-3a:= °`» 6. CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 16050 & 16110 FOR ELECTRICAL RACEWAY,...., -..w °,.`Y°�.Xtrr�'^�`aaw a rt i a '' S1: g .,.. T:.:'.,,g <, r.,,:-.,,.21.,,:,......1,,,,,...r..: N' Ii`�., . i 7 g E a y 1 ' _ g f . 3 °^.'r p �,..4-----t� sr,z ''' ! 1 j� •3r,7 4,'iyP Z g �r_a+isz>:.'2trer.-.rr-ra�rxi°s-r�.-,_4 e� .. 99 'u :5 ea .a f ,"` '1,.:12 a y.,re,_..,r..,.,,.,.e:.;:,cs,`°.az r.:, 7 F•i .....±....... �� _"¢ \t' j '' "d':j. r,r �;a^ti- 1i`t `'' 4' F g ...,.. �S � � 4 >� ° °N �. r,¢i AREA CLASSIFICATION • .. v 3 .u '' ,v ''''',.'%. .. s CONDUIT TYPE pre t a .,,,,.-,,,,sue'°s,,,,raa.^°a-• 3 ...,r*,`--'.`,. cc.:.:' r„a.;:.•...r*rP,= -.�,•: LL RAs R.ct k i':-3.0°_- .k a.:..a.ra..:..........: a'^n 'a.'•r.^P':f. 'i•r..,�,K , yw ;i• fin±=-e••r.l i .s"s # ,_..... �...,.r' ;,..,.:. .a...,,...„... ".'k..�,,.:•.:. :..,.rf.. a-hc o-.: ._.. 4 e. ,[Lj : >�u i I: ,.�,k rx"" U y'.,. -,,,--4-....-----''''a` z. ii til m " � Y 3 CORRIDOR NEMA 1 RGS a- `:e,-; ,,,..r. r_. .:ku w...9..d...-.5�. ,.. .,e,y.s...a.... ,.s,.^•...c -'.•r'a^^.�'r•r°ezx... ...y t� -"n...^••>=c't-'.v:•'-p Maarouas,r^^ ,a._d L.r �-rr..-v-,aa•.�:."q.,.ntu_P.,,,2�.....r. 3. '.sw-.,...rasn•„a3�':,v.:v:.,;.,*z,:x•:x.ta,..w:..:e....,r....°.r»_ .«..ec:.v.-,... .,waxc:,..,..,.e.;.._,s.,.•...•... _ •.a.,. s... :,..., c..,..u._....p.........<...,,.....,..,...,,......,.,....�.. .......o....,.., 1-,.'�:7r . °' Y"x . •. j; 3 e -- ..✓r.' h_.. ......i.....................,.. ..a..s:a....«._...,_....,..;...,..,....ty ••.•^•r •r^-:;-rz�J.r�rzma.....;^^..--.....':c�°�wzr ,"u.,..,.. :scar4.::r.ssa.n rr...,.^aa„.,.-a:. kkk ' I, i„.„..` , .'• .,s'-.t;r. ..-r'•... ...,,, L..s......„:„., ;.ar.:. „,, s.°•. ,kw.° 7• ,:zza�ca.,e '°r r:•a_•xczt:su'm^ .. _.v..xiw.a�-r. '. r.•aa xrc,,: °<.s..,:°:_a.aas,r�.tt•_. .:.a,.r>....a,xz:s,.�s.rt•,:...,— _ v., _• ..-.,..._. - ..x- _r° .,h..�-,_ e .. M1' - 1 c.r.caa,s,a .._,Fe,.-...4,ar' i ” _ 2.,1 .�mza �,,.,a.•ewv..,,....,..-..-r> .,aeeae :=.arm r r°sairr�c :., ..-:i se„ ...n.+.w,ra�;ammnvac• cw,.aa�.wuA;.e'. .^mza.�'•'.teow-.,-r'w'w-....:m:c:ss.sr'^..,.^y'S..x.�anttu..,.....__•a.�....,....,,....,.z,-,,.w.e..s�.a..�a.r,.,a,.xz:zu.. _e.»��_,.. m•,___..F.n.._.._..-�...._... ,..,..,»_...___......,.....ss''..._�... _..,.... ;..g ,J F .E-...,`-•- ..,,_.,.•_^,.r m...,-°tzrz>:..r.•ii:, ,:,�•ea•aw'.:zxd"a.ssx�•>aem..,�t>»wss,:��..x:c:,Ew'rr x:::�r,> �v�asuc-aw-m•;�.re:rma:,a:,cs e,,w:sa -Ye k.�:s' .:���_..: -a,x ..� :.,,��.,.�, u '»�� , :�.r�.�:� a��.��3�:.�:� ELECTRICAL& NEMA 1 RGS CONTROL ROOMS 3 CHEMICAL BUILDING UPPER LEVEL, CONDUIT TYPE USAGE SCHEDULE* © PRp Lu SCALE: 1,i"_1!_O!f •\% NS F-0 0 w THIS TABLE IS FOR GENERAL UNDERSTANDING. CONTRACTOR Z CO CT R HALL ��' 75540PE R ��s, REFER TO SPECIFICATION SECTION 16050 & 16110 FOR ELECTRICAL to RACEWAY. ,,,,a_fe.... ..2..ee-4-40C * FOR PVC COATED CONDUIT AREAS FLEX CONDUIT FITTINGS MUST BE O R E G O N PVC COATED. prr.-r, , . i 1-, r 5,,, t_, rfr.. 4 a� O * ALL HARDWARE SHALL BE STAINLESS STEEL. .O--r- , ` D�j `' s' 2° �t`� * BOXES SHALL BE STAINLESS STEEL EXCEPT IN SODIUM HYPOCHLORITE '4AS A.�'' AREAS THEY SHALL BE FRP. N EXPIRATION DATE: 12-31-2006 T co SCALE WARNING SUBMITTED BY co 0 ' 1 DESIGNED J PAPP S. D. HATTERSLEY 1/18/06 ~i DURHAM WASTEWATER TREATMENT FACILITY ELECTRICAL SHEET. 50 OF 59 Z I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: $')0-E-005 AS SHOWN IF THIS BAR DOES DRAWN J PAPP CleanWater Services PHASE 4 EXPANSION CHEMICAL BUILDING o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Out commitment is cleat, ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS UPPER LEVEL EQUIPMENT LOCATION PLAN DATE: 18-JAN-2006 REV DATE BY DESCRIPTION THEN DRAWING IS NOT TO SCALE CHECKED R SCHUBACH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO 6188 • INSTRUMENTATION SYMBOLS SUPERVISORY CONTROL & DATAACQUISITION SYMBOLS INSTRUMENT IDENTIFICATION TAG LETTERS FIRST LETTER SUCCEEDING LETTERS I SCHEMATICS OR " SEE LETTER MEASURED OR MODIFIER o INITIATING VARIABLE N SPECIFICATIONS FOR DETAILS �; FIELD MOUNTED INSTRUMENT INDICATOR/CONTROLLER/RECORDER OR ALARM NORMALLY A ANALYSIS ALARM f. OR OTHER COMPONENT o COMMUNICATED DATA LINK ACCESSIBLE TO OPERATOR FROM THE GUI 6 3 3 it 3 PNEUMATIC LINE I B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE ° ANALOG SIGNAL(4-20mA) INPUT/OUTPUT(I/O) POINTS C USER'S CHOICE CONTROL CLOSED o INSTRUMENT OR OTHER COMPONENT — — — — a. MOUNTED ON LOCAL CONTROL PANEL (LCP), FRONT PANEL " " " ". % DISCRETE SIGNAL(On-Of) D DENSITY(S,G) DIFFERENTIAL `�___./ SENSOR(PRIMARY L L L L L HYDRAULIC LINE MO E VOLTAGE ANALOG INPUT ANALOG OUTPUT _ ELEMENT) x x x x x CAPILLARY TUBING RATIO F FLOW RATE (FRACTION) SINGLE INSTRUMENT OR OTHER GLASS (VIEWING .8 COMPONENT WITH MULTIPLE • • HEAT TRACED LINE G USER'S CHOICE DEVICE) GATE I FUNCTIONS V: Iffl.POWER SUPPLY AS NOTED H HAND, HIGH N /� 24VDC DISCRETE INPUT DISCRETE OUTPUT MANUALLY INITIATED D AS I CURRENT(ELECTRICAL) INDICATE f---- AIR SUPPLY PRIMARY ELECTRICAL POWER PM FA1 J POWER SCAN (120V/6OHZ UNLESS OTHERWISE PLC PROFIBUS DATA INPUT PLC PROFIBUS DATA OUTPUT K TIME, TIME RATE CONTROL NOTED) 1----o—j TIME SCHEDULE OF CHANGE STATION * COMPONENT INDICATES VENDOR PACKAGE L LEVEL LIGHT LOW 0 MIDDLE, COAXIAL) FUTRNIOSHEDCWIOTHO'� MISCELLANEOUS ABBREVIATIONS M MOTION MOMENTARY INTERMEDIATE MISCELLA EOUS EQUIPMENT AM AUTO/MANUAL NO NORMALLY OPEN N TORQUE USER'S CHOICE USER'S CHOICE USER'S CHOICE (E) EXISTING EQUIPMENT AS AIR SUPPLY OC OPEN/CLOSE 0 USER'S CHOICE ORIFACE OPEN (F) FUTURE EQUIPMENT FO FIBER OPTIC CABLE OIT OPERATOR INTERFACE PRESSURE, POINT(TEST (R) RELOCATED EQUIPMENT TERMINAL P VACUUM CONNECTION) FOR FIBER OPTICS REPEATER INTEGRATE, 00 ON/OFF Q QUANTITY TOTALIZE FOT FIBER OPTIC TRANSCEIVER OSC OPEN/STOP/CLOSE R RADIATION RECORD GUI GRAPHICAL USER INTERFACE PC PERSONAL COMPUTER S SPEED, FREQUENCY SAFETY SWITCH HA HAND/AUTOMATIC PLC PROGRAMMABLE CONTROLLER HOA HAND/OFF/AUTOMATIC pOT POTENTIONMETER T TEMPERATURE TRANSMIT HOR HAND/OFF/REMOTE RSL RAISE/STOP/LOWER U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION INSTRUMENT IDENTIFICATION LETTER(S) H/O-R/R HAND/OFF-RESET/REMOTE VALVE, DAMPER FACILITY NUMBER RTU REMOTE TERMINAL UNIT V VIBRATION OR LOUVER I/P CURRENT TO PNEUMATIC . LCP LOCAL CONTROL PANEL SEL SELECT W WEIGHT, FORCE WELL 100P1 LCS LOCAL CONTROL STATION 0101 SP SET POINT X UNCLASSIFIED XAXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UH/O LOW/HIGH/OFF SS START/STOP EVENT, COMPUTE, UH/0/A LOW/HIGH/OFF/AUTO Y OR PRESENCE MAXIS CONVERT PROCESS NUMBER(XX) LOR LOCAUOFFIREMOTE SW SEAL WATER DRIVER, SUFFIX LETTER(X IF NEEDED) Z POSITION, DIMENSION Z AXIS ACTUATOR, INSTRUMENT LOOP NUMBER L/O-R/R LOCAUOFF-RESET/REMOTE TC THERMOCOUPLE CONTROL ELEMENT LOS LOCKOUT STOP UPS UNINTERRUPTABLE POWER PROCESS VARIABLES INSTRUMENT TAG NUMBER LR LOCAUREMOTE SUPPLY M/A MANUAL/AUTOMATIC VCP VENDOR CONTROL PANEL CI CHLORINE RESIDUAL 02 OXYGEN CONCENTRATION MS MOTOR STARTER VFD VARIABLE FREQUENCY DRIVE PO PHOSPHORUS CONCENTRATION ORP OXIDATION REDUCTION POTENTIAL & NC NORMALLY CLOSED -R pH HYDROGEN ION CONCENTRATION DO DISSOLVED OXYGEN Tu TURBIDITY SCD STREAMING CURRENT DETECTOR SAMPLE LOOP DIAGRAM — MINIMUM REQUIRED LEL LOWER EXPLOSIVE LIMIT H2S HYDROGEN SULFIDE 0 (-7, (BASED ON ISA STANDARDS 5.4) 100F1 c 0101 GENERAL NOTES .g DISPLAY BLOCK CONFIGURATION HMI ' `�- -� ' PER MANUFACTURER STD. FIELD PROCESS CONTROL MODULE ( ) SOFTWARE ° o (PLC) 1. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS REQUIRED. INSTRUMENT TAG NO. 100F1-0101 SYMBOLS AND NOMENCLATURE ARE BASED ON ISA STANDARD S 5.1 JUNCTION PCM BOX ENCLOSURE CARD XXX 10OF� 4OF \ -g PE IND BASE XX 0101 0101 -� � 2. SEE ELECTRICAL SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. a I AREA GROUP-LOOP(AGL) SLOT XX I �.-= I I �-/ I I ADDRESS XX I I I 3. REFER TO SPECIFICATION SECTION 17100 FOR COMPLETE DETAILS OF LOOP DRAWING i LABEL NO. 1 SECOND 100FIT•;uiI"IiR.I�► • �► '� sclx BLOCK i _ 1 I SUBMITTAL REQUIREMENTS. 0101 A E ,�=��-0 MEAS XX — _ - LABEL NO. 2 FLOW ( ` g ` 4. CLASS 2 POWER SUPPLIES FOR INSTRUMENT LOOPS OR SYSTEMS SHALL BE FURNISHED BY THE © E 100FIT 100FIT INSTRUMENTATION SUPPLIER TO MEET THE VOLTAGE AND CURRENT REQUIREMENTS LABEL NO. 3 (HIGH) 0101A 0101B OF THE COMPONENTS IN EACH LOOP OR SYSTEM. a - I ALARM HAA r"--''rn - CARD XXX ' 100FE T 5. FIELD SWITCHES FOR ELECTRIC MOTOR OPERATION SHALL BE SUPPLIED BY THE X I ELECTRICAL CONTRACTOR. EXCEPTIONS ARE SWITCHES THAT ARE PART OF VENDOR lc. ROFFS 0 BASE XX I I 0101 PACKAGES. VALVE ACTUATORS ARE SHALL BE SUPPLIED WITH THE VALVE BY � `����N�FA ��O Y CONTROL BLOCK CONFIGURATION 100FE SLOT XX THE VALVE SUPPLIER. .� 75519 y� 3 (PER MANUFACTURER STD.) 0101 ADDRESS XX1" BLOCK B-XX B- 100FIT T_ j' 4 ii i 1UlEEE1�i SCIX OPXX BLOCK OPXX 6 0101 B 'ri ' 'ri i.. . )a —�'-- xx © o R E G o N s 9p ho v 200 ,O t.l. 1710--(-71)F1 P&ID PRESENTATION ti r . -. E - - Tr -, 0 osi NAME ALARM CALC OPXX CALC ouTXX " " 0101 WI LC TRACK REFERENCE ONLY PER MANUFACTURER EXPIRATION DATE: 6-30-2006 RECOMMENDATION co SCALE WARNING SUBMITTED BY SHEET: 54 OF 59 0 % 1 DESIGNED D. WILCOXSON S. D. HATTERSLEY 1/18/06 ""f DURHAM WASTEWATER TREATMENT FACILITY z IF THIS BAR DOES D. WILCOXSON (PROJECT MANAGER'S NAME) LICENSE NO. DATE CieanWa�er� Services PHASE 4 EXPANSION INSTRUMENTATION LEGEND DWG: 000-GI-001 40 NONE R DRAWN AND ABBREVIATIONS NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION T NOT°TO SCA EIS CHECKED L. YAUSSI (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 PUMPS AND COMPRESSORS MISCELLANEOUS PRIMARY ELEMENTS o PROGRESSIVE AIR GAP/DRAIN G7\ RUPTURE DISK N CENTRIFUGAL PUMP CAVITY PUMP z Q ;-_-, 6 co SUBMERSIBLE PUMP I I BLIND FLANGE MIXER o VENTURI a. CENTRIFUGAL WET PIT FLOWMETER ORIFACE PUMP OR TRUBINE PUMP FLOWMETER V 1NLINE MIXER laIIIIM COMPRESSOR RADIO ANTENNA 8 PULSATION CHEMICAL FEED PUMP DAMPENER ` PROPELLER to D I-13-I BASKET STRAINER MAGNETIC FLOWMETER COMPRESSOR M M FLOWMETER GRINDER (PISTON) El< HORN DEMISTER IUNION .-.-.-. 0 .❖•••. AIR DRIVEN PUMP ''''''''''' .❖.❖.•• AIR FILTER .•.❖.❖• 0 BLOWER Ifl FLEXIBLE CONNECTION FLOWMETER PITOT TUBE U WATER LEVEL 0 GEAR PUMP OR BLOWER 0 (POSITIVE DISPLACEMENT) 24"-SE PIPE CALL-OUT ill AERATOR D CONCENTRIC REDUCER F STRAINER I I ( PISTON PUMP -- ---C QUICK DISCONNECT 0 0 E�� BACKFLOW PREVENTER VORTEX ROTOMETER 0>ROTARY LOBE D FLOWMETER PUMP j THREADED CAP t I EJECTOR OR `tom EDUCTOR i ° r O VERTICAL TURBINE PUMP CALIBRATION COLUMN PARSHALL O0 IIIIIIII HVAC FAN F FLUSHING CONNECTION --'"'`1- FLUME B BUBBLER O ULTRASONIC LEVEL FLOAT LEVEL SWITCH VALVE AND GATES VALVE AND GATE ACTUATORS j) I''a,I BUTTERFLY PRESSURE RELIEF I.1 LUBRICATED PLUG [ •----J STOP GATE 51 OR SAFETY SOLENOID c >1 SILENT CHECK 0)LV S PRESSURE (? REGULATOR ICI SLEEVE PLUG C-- ---J SLIDE GATE MOTORIZED 0 SWING CHECK 0 0 c P Kol BALL CHECK COMBINATION r SLUICE GATE o v 3-WAY BALANCING/CHECK DIAPHRAGM LI 4 8 8 101 PLUG VALVE • WEIGHT ® 4-WAY p vii BALANCED PNEUMATIC cp toi BALL VALVE VALVE c 3, Ic]I CONE VALVE c o E/H ELECTRO/HYDRAULIC v D4 GATE ANGLE VALVE 0 7j AIR RELEASE • 2 OR AIR/ a IX GLOBE PI PINCH VALVE VACUUM o� VALVE THERMOSTATIC a T PR co R DIAPHRAGM < HOSE VALVE \l� N FF Fss, OF o c.co 75519 '1' 6 L*1 NEEDLE ® DAMPER •aui � � O OREGON '1T' ' `' ,l' o, . :I z . �. T Hot, 9 2o% O.�' '0 w G 0,x,' IL EXPIRATION DATE: 6-30-2006 0 0 WARNING SUBMITTED BY co 0 Iii , DESIGNED D. WILCOXSON S. D. HATTERSLEY 1/18/06 ��/' DURHAM WASTEWATER TREATMENT FACILITY SHEET: 55 OF 59 z I I D. WI (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWater Services DWG: 000-GI-002 NONE IF THIS BAR DOES DRAWN Vic s PHASE 4 EXPANSION INSTRUMENT SYMBOLS .0 —' THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED L.YAUSSI (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 FIELD PANEL / MCC / VFD PROCESS CONTROL PANEL co 5, Nt. co a. 8 1) U) 120 VAC POWER CONT. FROM DWG )(XXX FXX. R OPEN CABLE PLC—XX I 810HS4105 123 ;; 10F1 Two( TWO( TBXX >---- 810HS4105-A BASE-AA )o(i+ )(xi+ xxi+ 123 4105 810HS4105-B xxi- xxi- SLOT-BB CONDUIT DO POINT-CC YYYYYY1 810LCP4101 FXX R 120VAC POWER CONT. ON DWG )000( (15 2 co ii F .1) \ktO PRO4 G Et N 88 519 /141*" , 75 # 1 ---- ,orLim ir. OREGON REFER}77\-,T-r-E, 0-, 17P//)*°V 9 2 t'l•Ca() WI LC° EXPIRATION DATE: 6-30-2006 SCALE WARNING SUBMITTED BY cob° 1 DESIGNED 0 1/ I D WILCOXSON SHEET: 56 OF 59 6 S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY ODOR CONTROL IMPROVEMENTS DWG: 000-G1-003 . DATE IF THIS BAR (PROJECT MANAGER'S NAME) LICENSE NO DOES DRAWN D WILCOXSON eaer Services PHASE 4 EXPANSION NONE nWat DISCRETE OUTPUT NOT MEASURE 1" NIWH ClOut commitment is dear. DATE: 18-JAN-2006 THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS LOOP DIAGRAM TEMPLATE (TYPICAL) REV DATE BY DESCRIPTION NOT TO SCALE CHECKED L YAUSSI (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 4'0 FIELD METERING PUMP PROCESS CONTROL PANEL (PLC) z si 7 N- -I-. co 0 -5 a. 200AIT4101-X I -N -. 4 200AIT4101-X _, < ,, K 5 r DESCRIPTION: ZZZZZZZZ :B-5 MODEL: ZZZZZZZZ I 200AIT4101-X 4 RANGES: 0-14 pH & -1500mV to +1500mV r-I 200AIT4101-X , < 'c (1) —/ .. 5 ch CONDUIT r I D YYYYYY5 CONDUIT CABLE OUTPUT 200AIT4102-X 1' YYYYYY2 200AE4101 SENSOR -- — - 4 CARD 200AIT4102-X , < ,, 'c 5 I CONNECTOR 200/\ - - - - - --N -N --- 11 ( < K I 41017 - - - - --/ •-• — . 200AIT4101-X1 200AIT4101-X2 1 - - - - - 1.- - X -(-)-CiAr- 2 - - - - - (-.3- - - J X !,1 - - - -f\-- 200AIT4102-X ----N -N 4 X _1 200AIT4102-X __, < ,, lc n 4 --...)- E 200AE - - I- - : _ 200AIT4102-X1 4102 - - 1- - --/ < K 200AIT4102-X2 X 200AIT 5 x 4102) 6 <7- A II 7 CONDUIT CABLE 0 8 y V 1 YYYYYY1 200AE4102 9 I CONDUIT YYYYYY6 TW ( 200AIT4101-X 1 N N ,--- — — — —XX1+ -< "c 200AIT4101-X pH PLC-XX 2 z , ,_ - 200AIT4102-X - - — )0(1- --Th L (-, (" I RACK-AA 3 N < N ,K. ,-- XX2 _1 r, 123 00A 200AIT4102-X SLOT-BB 4 .-7 - 25O 1 XX2_ i ■_.) 123 4101 OHM POINT-CC CONDUIT CABLE 0 N --I- YYYYYY( 200AIT4101 • (GROUND AT II II , POWER SOURCE ONLY) I I I CONDUIT 4■111111111111111111IA YYYYYY3 I I I L.......--1---1 TBXX I I Ei) LOCAL DISCONNECT 1 I L _a_ xxii-- ORP PLC-XX I I L — RACK-AA I I 5 N G r'- 6 '''-'.)0(2+'j 123 00A . SLOT-BB 0 DISCONNECT I 250 1--- )0(2_ 123 410 c 2 SWITCH OHM POINT-CC 2 •5 o N G 0 j g \Y)FRAIEIPFR ci ____i____12:). CONDUIT 8 YYYYYY4 'E 0 cn I_I 0 31 PANELBOARD (NAME AND CIRCUIT NUMBER) . O I t 1) -F-2 TB-B a. C 200AIT4101-L1 )f NI ell 200AIT4101-N J I- c., 0 <‘ktD P R 0, I, , co 'c•oG I NEt4, L94, 0 200AIT4101-G ) 75519 el 3 a: OREGON 4 e.N . _fp 410V 2.0h C34 /4 ' e,* W i Lev EXPIRATION DATE: 6-30-2006 rZ. 0 SUBMI i i hi)BY o SCALE WARNING co D WILCOXSON -kt.. SHEET: 57 OF 59 Lo 0 16 1 DESIGNED S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY o I . 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ODOR CONTROL IMPROVEMENTS DWG: 000-G1-004 z NONE IF THIS BAR DOES DRAWN D WILCOXSON M W 11 CleanWater Services PHASE 4 EXPANSION .0 4 WIRE ANALOG 0 NOT MEASURE 1" Out commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 -, THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 DIAGRAM TEMPLATE (TYPICAL EXAMPLE) REV DATE BY DESCRIPTION NOT TO SCALE CHECKED L YAUSSI (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 i___o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 pH ORP pH �($1OL1`�� ��810L1�'9 a Q a o a a o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 Fiji-71W (' �' 3 r1- NOTE 2. I 1 4101 4102 0 o 4101 4102 4103 0 1 LI--,___Zi h...Z...1 1 N.._ / I I ■ L., I 8 HMI r.��_ I O o 0 0 0 0 0 0 /t. 1 N i Nt. ;810LI 1 L810LI { /810SIC Liosicj OOAI 200AI 330AI 3/30ARC 4101 4102 NOTE 2. 4101 L 4102 4101 4101 i 4102 4103 I 4103 4:;:_ �.it PLC No. 3 LA____I PLC No. 8 - a ... a I I I I I I I # I I I � ' - - -RUN } I I 1 120 AC ,. h (81 0YL I { ( I I I I I 8 I I , 4101 410y _ L I I - � - - I f I I I i ON/OFF FAULT < 810-I-002[F] > 4 ! I / ' PUMP SPEED SIGNAL FROM I N I I 3101-1S 810YA CHEMICAL BUILDING I I I I I I I I I ' 4101 4101 SCRUBBER pH I I I I CONTROLLER I I I I I I i ! ` LCS , _ _ ' I I T I I I I I Q ®I ! I I I ! I 810P1 I l I I I I I I I 4101 4 I TO CHEMICAL I I I i I ! I � BUILDING ✓ � ,r. , 1 ODOR CONTROL f� __<T �� ; I I I SCRUBBER Fa I I ! I I T (°.--\ ,'810LIT' 101 Po- I I ' D<4 101 I I I I > 810-I-002[A] > 1E' 4101 v I y ° f I I � -_L_-_ - _ _-�_--q:: NI OTE 2. -E- ' - �� I (/ , ' CHEMICAL BUILDING RUN ODOR CONTROL SYSTEM I 8 120VAC CAUSTIC SODA METERING PUMP li 0U 4.102 41 I (810P4101) 81051-4101 I I I I I I I I I I i I I I! I I I I I ON/OFF FAULT ' I { f I 810HS 810YA I I I I I 1 I I 4102 4102 I I I ( I ' LOCATED IN THE CHEMICAL BUILDING WE 10 — 01 Ell Mt 01 - 101 — RS 1M1 ME 10 00 — —'t ► LCS L k E - n,RA, I LOCATED AT THE PRIMARY CLARIFIERS ,' \\ ° 810P1 I I I I ° I I + 4102 I I I I ' ° f I r II I I I I ° 0 CI 111°' I iy 1 101 T I I I I I LOCATED IN THE V I ; I PRIMARY SLUDGE I - - - U ! I I ! I ° PUMPING STATION ° ° I PRIMARY CLARIFIER H ' } I ODOR CONTROL SYSTEM > 810-I-002[D] > ! I I I CAUSTIC SODA r I I I I I I I I I I I I I I I I I ° I METERING PUMP SODIUM HYPOCHLORITE PRIMARY ,43 . 810P4102) CLARIFIERS i ODOR CONTROL _ _ _d 12o y.r SCRUBBER� ° ° ;�- _61 out, \4102 x I _ _ _ 1_ - - - - - - - - - - oi - _ -I - a RUN i 1 0 �-- ` 1120VAC .v � 44 i, .,4- - - -- - I - -- - - - - - _ -- - - - _ -- - - I 74 -�{ (10(1'16 10 10 - I - I - ' 'AI OOA 3 -ON/OFF c c.) I I LOCATED IN HEADWORKS BUILDING I ° ' o z.-f Ag2 { 810HS 81�A , 1 4101 4102 4103 I ! e I f I ��ORP ''- I I { 4103 4103 pH I I I ' I I L I 031-1 #'4-40A I (c3-07k1 I ; 4 II , ® I � I � L L _ _ _ i 4101 4102 4103 ti r__ I ' �� 2OVAC I 200LCP4101�i 1 I \ 120VAC ° (1) 810P1 I - - - - - -' lia/ r ,5: I I _ \ OOH OOK! cp I 4103 I I \ - - - -< 810-I-002[B] : 4109 4109 ' ° I I 1 I I ; a I 0 i { ° I I < 810-I-002[C] > - - - - - - - C T 1 t 101 r)a ► 0 I o ° H ORP I NOTES > 810-1-002[E] j>— -' Ep PROP SODIUM -_._.________ __ ______________u__ __� OOA OOA P TO HEADWORKS ° �'�`'��c N EF,�ssi 1. THE EXISTING PRIMARY CLARIFIER ODOR CONTROL SCRUBBER HEADWORKS ODOR 4101 4102 LOCATED IN HEADWORKS INFLUENT CHANNEL � o CONTROL SYSTEM Y ° HYPOCHLORITE HEADWORKS �..i �/ CHEMICAL ROOM 75519 'fy n PH PROBE SHALL BE REPLACED WITH A NEW PROBE AS SPECIFIED ° I IN SPECIFICATION 17112. THE NEW PROBE SHALL BE CONNECTED CAUSTIC SODA FEED ODOR CONTROL ° II, [ � ° �' .m VIA EXISTING CONDUIT BACK TO THE NEW PH AND ORP CONTROLLER METERING PUMP SCRUBBER ® °.,,�,��- LOCATED IN THE HEADWORKS CHEMICAL BUILDING 810P4103 DRAIN `"''' O R E G 0 N° I F SUMP 200P4109 N oR r I '9 0� z4 2. THE EXISTING LEVEL TRANSMITTERS AND THE ASSOCIATED I/O POINTS ° j c�AND WIRING SHALL BE RENUMBERED AT THE INSTRUMENTS, THE PLC ; HEADWO t i' > '_ ° iii::' 0 O DRAIN PUMP �VI LD CABINET AND IN THE SCADA SYSTEM GRAPHICS. ° ° is ■ .4 SO 091001011 in en ismemalm 00 OE M00100411 EM AM 01110110 01 ISE MOM= ME 111 0/000011 NI ES 111000.1 RI WM 10061061 66 OW 10111101611111 0 1E 0.0010110 01 RV 1101011110 01 ME =IMMO OS 10 419400100 01 01 00401010 01 411 01110001 ME 01 8011•014 11. 10 149111111000 au as saismans EN OM 001010600 r ° EXPIRATION DATE: 6-30-2006 a h, _ o SCALE WARNING SUBMITTED BY 0 %6 1 DESIGNED D:::::: S. D. HATTERSLEY DURHAM WASTEWATER TREATMENT FACILITY ODOR CONTROL IMPROVEMENTS Z D (PROJECT MANAGER'S NAME) LICENSE NO. DATE C1ean'Iater Services PHASE 4 EXPANSION DWG: 810- 001 _ NONE IF THIS BAR DOES DRAq CAUSTIC SODA SYSTEM o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Out commitment it cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS P & ID DATE: 18-JAN-2006 THEN DRAWING IS LYAUSSI REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 S/S TIMER pH ORP ` � I__ N' 1 �OOL��'OOLA ! Lii 810AI 810AI 1�`� �: , 4106 4106 4104 4104 4104 4104 4105 8 HMI I 1 o 1 , N o a Z i ,L ,'. - I . 1 :1 off 200LI p1 OSIC 810AI L8IOAIJ L.....Ai Lit 1 0 I4106I 4104 4105 4104 5 LA.iii ,I.____. m_.____ 1-*-1 co A V o PLC No. 8 PLC No. 3 PLC No. 8 I a I , RUN 4- 1 1 I 81OUIC 810YL \ I 1120VAC I da/ 8 EXISTING ODOR SCRUBBER LCP I 4104 4104 I I I \ I I t i / I I ON/OFF FAULT I 81011 EQUIPMENT LOCATED 4105 AT THE CHEMICAL BUILDING 10AI 10AI PUMP SPEED SIGNAL m _ I 1� 810YA ' \ I TO HEADWORKS POTABLE 4104 ) 4104 , + N 4104 4105 SCRUBBER AUSTIC WATER % 5\ fir Oi ID 10 >4 �\ .� >KH �ORP LC PUMP _ _ 12OV C FI ` 4 — < 81oo1En > I I 4�10.4 4\105 N � I _ � 4101 81011 y-°---., r_'°, I 41° I I _ _ — — I _ _ —I �:� ; ;r �-_ °�� I J� — — , I � 4104 1 I I I I t 12671 l I I t� I,-- 0 o f� , z.„ �; I I I I CN I START I iOH I I— 4 IOl pH ORP j ti����; �—�� °��":� �.��sus _ i ''£.�° a 2 .�.z NOTE 1. I - - - - 10A 10A - ...._._._-. __.� fAA' ( , - - - - - - —� o - - I- - 81011� CALIBRATION I 810-I-001[A] > 404 ` 410� r ; 406 I COLUMN U 4108 I � I — I CHEMICAL BUILDING �"� I CAUSTIC FEED I e - ODOR CONTROL SYSTEM 810UIC 810YL . �__.______.�.___. __. STOP L/O-R/R — SODIUM HYPOCHLORITE _________ ______ ____ — 4105 4105 I ( METERING PUMP , �� 81011 s i A., CHEMICAL BUILDING 104 810 — C ON/OFF FAUL r — 810FI ODOR CONTROL SCRUBBER 6 r I 100 6 4\106 4102 10H 810YA A T 12014 © I 1 4105 4105 I 810LCP41O1 ( i 0 TO PRIMARY CLARIFIER ' � [ 'LCS - - - - ' I- - I I ODOR CONTROL SCRUBBER oi- O I 1 > 810-I-001[D] �w ��_ r.L,�� . ��._{s. �� =^�R��-, �, 3,;s>-. _ r � I EQUIPMENT LOCATED � JB I � y c3.1 'P E I AT THE CHEMICAL BUILDING I _ � � I � 1 < 810-1-001[B] > PUMP SPEED 4A . , E 8101! _ - - - - - SIGNALS FROM © 4106 I O I S - _ 4— _ _ HEADWORKS I I RUN — 810-1-001 C SCRUBBER ORP UN ' f [ ] CONTROLLER )- // //IA ,r # // A' // // iY I I ° i /-"'N I IO 1— `,y4 200UIC 200Y� 20011 I I x 4107 4107 I I 4110 I EQUIPMENT LOCATED 1 P �� 0 - - - - - - AT THE HEADWORKS BUILDING GR NDF PRIMARY CLARIFIER I ' U OS ODOR CONTROL SYSTEM ON/OFF FAULT 1 01 I I I DOSING O C ' I 1...._+,4 I I SODIUM HYPOCHLORITE MONITOR(TYP.) Y '0H-4 ( OY A (0 METERING PUMP I •. (81014106 )1' 810/4105 I I 4107) 4107 'LCS 200F 1 4103 I I 1 HEADWORKS _ � - I ® � - _ � � - � � - � � ,� � .� .� � I I I120VC , I 8 TRANSFER PUMP ii 20V I I I EQUIPMENT LOCATED I M -' I I 200PI AT THE HEADWORKS BUILDING JB 1 __ ° ( I 4109 200LI POTABLrE� I 1 _ __I % ?& 1 I 4 I NTR OL Y I I SCRUBBER 01-cl I • I I o I O N • 1— - I 1>4 101 I - T 810-I-001[E] > I 2 I r'1 200LE - - - - - - © a I VENT 4104 . ' HEADWORKS BUILDING I �� RUN i , I ODOR CONTROL SYSTEM 200UIC (200YL I o) SODIUM HYPOCHLORITE g METERING PUMP I I 4108 4108 Ts NOTES - i ' 1 I 8 -- (200P4107 ON/OFF FAULT I I O 0 1. THE EXISTING CHEMICAL BUILDING ODOR CONTROL SCRUBBER . — — — — I LOCAL CONTROL PANEL, CP12670, SHALL BE MODIFIED TO — OOH 2O0YA 0 ELIMINATE THE OBSOLETE EXISTING ODOR CONTROL SCRUBBER 200ST4103 — + I 1 4108 I 4108 I ' ? CHEMICAL FEED PUMP AND DILUTION WATER CONTROLS. I I THE ONLY ITEMS THAT WILL REMAIN ARE THE AIR FLOW INDICATOR 0 1 LCS_ _ I Is� F1-12671 AND EXHAUST FAN EF-12001 RUN INDICATOR LIGHT.ALL I I - I - I OTHER SWITCHES AND INDICATOR LIGHTS SHALL BE REMOVED I I C I i FROM THE PANEL INCLUDING ALL OF THE ASSOCIATED WIRING. 1 --I\.IF' '—IOI 1 yi IQ I M Q,' o NEW CONTROLS FOR THE SODIUM HYPOCHLORITE TRANSFER JB '_ — f- PUMP SHALL BE ADDED TO THE PANEL.ALL OF THE HOLES a THAT ARE LEFT IN THE PANEL AFTER REMOVING THE OBSOLETE \/ HEADWORKS I I _ J ' CONTROLS SHALL BE EITHER REUSED FOR DRAIN SODIUM I , US OR THE NEW CONTROLS r HYPOCHLORITE I I [LI 0 OR COVERED WITH SUITABLE METAL INSERTS DESIGNED TO I I N ENSURE THE PANEL RETAINS THE CURRENT ENVIRONMENTAL STORAGE TANK r ca PROTECTION RATING. �0 P R EFFs Oi ► I I— ��� oG I"FFR s/a 3 ' 75519 m WIP).1.IBS . HEADWORKS BUILDING ODOR CONTROL SYSTEM OREGON SODIUM HYPOCHLORITE s =:. , ,` q �� ooa p' �ijO 9' 2.00k �' METERING PUMP T[..1, .,,,:.),._. WILCO 200/4108 EXPIRATION DATE:6-30-2006 • T o SCALE WARNING SUBMITTED BY l ID WILCOXSON SHEET: 59 OF 59 o ,� 1 DESIGNED S. D. HATTERSLEY 1/18/06 �� DURHAM WASTEWATER TREATMENT FACILITY z I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� ODOR CONTROL IMPROVEMENTS DWG: 810-1-002 z NONE IF THIS BAR DOES DRAwN D WILCOXSON CleanWater Services PHASE 4 EXPANSION SODIUM HYPOCHLORITE SYSTEM o NOT MEASURE 1" THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS p & ID DATE 18-JAN-2006 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED L YAUSSI (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 .