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Specifications M EC2006-00065 CLEAN WATER SERVICES 16580 SW 85T" AVE 4,r4 rr !JAN 31 2006 ""T BIM:DINO • CleanWater Services Our commitment is clear . VOLUME 2 , DRAWINGS FOR THE CONSTRUCTION OF DURHAM WASTEWATER TREATMENT FACILITY PHASE 4 EXPANSION ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS PROJECT No . 6188 CITY OF -99ARD Approved— r anditionally Approved... .... . rpIrRo41111 Ze).wopigiVeold4nL e JANUARY 2006 See Letter to: Follow tech EX I thre Date: C C)" OffiC ( U ) M W H ....„, ,(..:4.4%‘,,,,,,,,,-_,:274///, ,try'. ",' 1-11" N , ,, „_7:1:— - _, -----=- --= (I) PROJECT INFORMATION: LOCATION MAP SITE MAP 0 (0 ° 0 1::,.titi:HAM, R:(5:D- c?1 .----\--„ 1:1 r ---z;:;:.. --..7,....----,—. -__:,....-.zz=::„-,.,„.„----------------...„...-,-,....— PROJECT NAME: DURHAM FACILITY PAHSE 4 EXPANSION _.../i '.--,,, i? = 11 -_--- , 1 ) ,, ,_._,,,,, ( I „. ,, 3 t ''''''-------- - APPLICANT NAME: CLEAN WATER SERVICES r X, i t i 1-.. „4/- `...., -,...„ c., - s •. - )ti„ ILL--' id ' -N CI_EAN WATER SERVICES •i, , :y, ni Kr( , :4'7 ir--\\ 1-\‘' (1-L -AS;OR'sNIA- , SITE ADDRESS: T(1561:53A8)0R5SD4W;-088R157T957H2A2V4E. cu DURHAM FACILITY 7.: . -;,f',31 , -,, JI--: 0 l'i HILLE.DSBOR0018 ■40'''''' " .k ,ii ', T,,3\„--/:,,,,,H, ):::,,,,:,„ ' --) !,-- i _ , ti ,,,,, MAP & TAX LOT#: 2S113B, LOT 600 46 : 1.1.17-2L11 r,,,,,,,-_-;} c.,,,,---11 7 ........___,„ , _ 84 ___C\0,r 1._,U N1 e i ik,_ . THIS PROJECT . BEAVERTON° ill" AREA 4 A ° THE DALLES o 0 co o G'V.-„:---"- ) ° 9''-' ---',,,e C2c' ',"-- ZONING: R4 TIGARD - -1 PORTLAND i ,--., 6 . _. ,I TUALATIN° 4i , _c il 4_14_1 ib,211 vis am more 3 a -pin yilLIve()%Xrs f::71'1■461.71-° lil—li— --CP .,--:----- 0---4 0. LINCOLN CITY 13, I GO' IF . 1,} : t Lx:; ,1,,1 ::,,,:l.ri...,_:111 __. 1_ :s:j,_ c,_i j;:pkyi, 1 :---:::?-,!,;'c4-- ( 11' E-1-'CILL_LI,1-1'''B" :--.':'-'A .t'------T-e)-1L::I,\\ : i -- ' :'. ii:' t: • ' * i /r- :'k. '''2 '/tfC'F::P'o 0,1 , rili , ki . . . SALEM f 0 ) SCALE: 1 " = 250' PACIFIC °NEWPORT 1/L/,/,/,,,,jr,a,_,7,,,_://,..,/a,,/,::/,,L,./7),///::://),/,:i4N//\,irr":::/',, t'---/‘::;\.----//;'::-/--:-'--/r:-''.'':,/':----:/:/i-"//-r/1-:./-l::, -r,'''i'fi.,)'I'-,::'is,i;,i; /,.,'. .,.,,,,,‘,' ' —] 1; 1143080100-m , :1.! — - ,,,,,,, ..,1 , „ „ ALBANY h ....,r- 0 cm c-)'-4 I ,-1,--/ ...., OCEAN CORVALLIS II 91 INS T'L. -- ( 'K)1 CHEMICAL BUILDING CHEMICAL SYSTEM\ IMF:)IMPROVEMENTS PLANS co (7._,...„0.,_//7ti_ira..! i .......,./'- ,‘0, ) .9,„:1.::),r,., 4 : ,,--,. /i BUIL: NG ( I:,,,/, r.N. ..3 //,--,,--- ,,,,.) . 44744t. . ,,,,,,•, /, 1 ,„,:;.,,-7j -' */C--,„-,' ''''' ,1 ----2 '---------- i BEND ivim,-. 0 EUGENE GENERAL AREA FOR , C3 OEGO .„Nat \ PHASE IV IPS PROJECT CURRENTLY UNDER , _.-"--- ...4...). ----,, CONSTRUCTION / il BURNS iii..j ,,,, ; 1'it ,47 /yr ---\,,, , i ( -,---,‘, 1- }1 , ) A 0 ) „---„, .1 ,,,.. i,‘ 7 , ,),„:„.„ \ / \ . . , , .„...,,i , _if„y. ..„._ ,,... , _____ . . , „,,, ,,,,,,„, /4, , COOS BAY / 7 „ .--...:___.. ___Ii.,„„______,_„,...,-,,,, &;..,-,;,,-. , / / 0 --, 6- ,, - C,,,-,,,,, „, ii,___ ” °ROSEBURG 0 o rit, „-,„,_... ......_9_ o 1'. .;,------ .., --,,.44------„7 ( --,,,..,,,., -,,,,., ------ I 1 --1—r—r----j-- -"--.1_ 1 i -1----, _..., J-7-- --., _ 4 . , 40, /,, , ,, ----/- „ - 4/, ) .,.. ,„_ . ..._00—:--i,-, ;,--__,,,, , --::-,,,-----\ 77---- ' L i „. _,..,„. .., 7.\\ -,____ ____,____L_L__ __1_ _ ____L______Lyyi . _ ,, -- — it-L-. ,: , ,, _ , ,s, ------7e------- 1,, , fer s - ---x\--- 4 / i Nz -----7-- .- -' _ ____ ,.._..::.-- tol , ,;:i:X''t--- , :-i ,.,, \---- ----' / / 1~-,,, I_ -,..., ,, ,, --;.. ''*) '"."- -, j/ --.., 4' • , i x5 -"'---- J LI / 7-----Fin (7-1 1---) imr- I ' T- -1:1---- .-) (7(-- 9 , , ,„, ..„,,, , ,,, /., , ,., .)//,, jr„, , , ,i f.,,, ,,5 / „, . —,,---;-ey------rcz .7 , / , , [ 1 , i ' l ill , 1 ._,, „,„,„ c,, , E , tiM ,' ' '''''''''' ,,i , ,„, ''',„„*,../ ,/z,,, - GRANTS PASS --__/__ _ _t___,___. - ,,, ______J L___ __L___L„..., ,,-.1-- \ r I'l L__ _1 1 / i -ik,; -7:. ..-, . ,,,,7 , --,,,,,.2 LIST OF DRAWINGS \ i , r li ,, 11. :-4, . .-,, .,,, 6,/ ,I ' 1/4--- ) ) 4 . '--.,,°7-... MEDFORD --\ / / 1 ‘ i il ' i ------------, I o----- , ,_}--, - \\----/---L__ I _ - i i \/ -_1_J ____ ,, \ I ._ ,4,.. 1 if 1 ,,,,„ f: a*, , ,,. .1 , h 4'1 • BROOKINGS a „ ' , ., r. DRAWING No. DRAWING TITLE . 1, ,',t'lp,,/ 7* r . ,oc ft-- , kJ r ' y , . _ ,....„—,,,,,, - , .. .,...„ , ,,,, , „...„....,,,,i_ , —IL i - . , 1.... 1 II 1.1.4tel'INN 1 ) IPS : '4:'1:k :--":"17-' ir, . 0-<----- Y . , 17,› 1 000-G-001 GENERAL ,,, :..?” 2 000-G-002 PROJECT LOCATION, VICINITY AND SITE MAPS,AND LIST OF DRAWINGS -----1 ‘ , o 1 k,,,,id Vg,..36; • ,;;;.- - 3 000-G-003 SITE PLAN, HORIZONTAL CONTROL AND STAGING AREA , \ i - - ( KEY STRUCTURES 1 . s) t . ' ') - '‘, .• „..r 1 ' .,,i),..i 2 1. ';\-Ti '17 4 000-G-004 STANDARD ABBREVIATIONS • \-----' i 111 I Fr-7 fl LI 8 V //' - 5 000-G-005 STANDARD SYMBOLS \ 1 I . / j . !lc .,s g g.,,,,i . ,-,- 6 000-G-006 PIPING SCHEDULE VICINIT1' MAP IPS CB HW = INFLUENT PUMP STATION = CHEMICAL BUILDING = HEADWORKS \ ,/,) fk —.________,Q__9_. ,----:-CL'i,i ) ' - - I -----1— , - --------\ i , ') \ ,q ,„ 4 cy 7 000-G-007 LIQUID PROCESS PARTIAL SCHEMATIC \-„ ,,__ ,,,2, / /,:// /e///// ,/,11, ,,, (,L_,, 7,;:„.7.1);::„ .,.,, _r.-7-77.77-7;-71, , i„ :„., ,„, ,,f, , , „/// ///././A lit(1 „i, iiA 4 / CIVIL N E SANDY ROAD PC3 = PRIMARY CLARIFIER#3 --) ' / ,i-• ,--..---..- 1„,',///.,i',/4 1 --77,--- 8 000-GC-001 GENERAL CIVIL NOTES AND SYMBOLS 9 000-GC-002 GENERAL CIVIL DETAILS PC4 = PRIMARY CLARIFIER#4 r 10 000-C-001 YARD PIPING PLAN 1:3. j se, iY/ /kS' 04, ki, 9), 01"D 'iN\SEkIAS\° IIIIIIIk. \\____/ ...-- PORTLAND N1 D ( . Ito ;,,,,- n—_,____ _—_—_::-) ELTZ ,-".,__ --3-7) ' , ( 7/ /1// /////1 1 .-41 „,2/7: /7 i/////. / 7 4 fil 10-1 rs-.7 :<,/,/, // )Iii i r _5 ,, -,/ lily ' --17- ' ' • //// //./At t. v fi f 1 r / / '///' / ', ' - / i 11 000-C-002 VAULT DETAILS MECHANICAL 12 000-GM-001 GENERAL MECHANICAL LEGEND, NOTES AND SYMBOLS 7-- ---T---(---,'--7 -11''llifil":”. \/11'S416, /7:''ci-11 ::-1-1)' '',V'''45,/',://'/'c::,',''''-''''/‘'',''''-'//),'*'"'/:-s'/,-:ls-,,'aai>:,"i/'/-':'l''C;','T',:.--,44*'y.f:'':'i'i:'8_:I-L;'--I\'! '''',':''''°*:'s's:44,illiP'''// -'l(\'/C-l:1/1::/P1144117--"41'''''''F-:i '::7‘1*1-11/111'1-:/-:::7*°::4./17:IG*I '\A:/:-0"---:5-N(-012:4;14;1/A:'(\!lt\;111:n'.GENERAL MECHANICAL.18- .')'1-1 I 1 ll'l,i 1 11' ' '-:E:)ET/k'/-IL:S:)/\\\\\j<::) )\\\j ,1c fes:,,"\at cv TVA z AIRPORT ,. 15 810-M-002 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS POLYMER ROOM ISOMETRIC . / r/ ,/,, ,, ,/ 4' ii LAN, w -.7 16 810-M-003 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA 0 VAi /// „, //,' ..- , ,/ „ /• il 1..1 17 810-M-004 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS POLYMER ROOM ELEVATION i ,LEy i //// r\ 7/ /////// / - /7 If , co H/GH14/A BEAVERTON 0 \*.wilit zuj - \ 18 810-M-005 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA 0 Y 1 r/ ////////\ Y./ //// / '/1/,/t.',4 4' 1 19 810-M-006 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS EXISTING HYPOCHLORITE FEED AREA 4?1 N co P.:0 7 0 ,.1......_ ‘ .1 20 810-M-007 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS DETAILS "6 104,,G It t • i , 21 810-M-008 CHEMICAL BUILDING CHEMICAL SYSTEM IMPROVEMENTS PHOTOS o l'`'C 41,11r NN110 \ \ PORTLAND D\ , a) 22 330-M-001 PRIMARY CLARIFIER CHEMICAL FEED CONNECTION PLAN, SECTION AND PHOTO / / ,t(//// •,/,/, 7, 23 200-M-001 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS PLANS ) v I ,, , / /71, „: / ,, , ///1/,ilit,, N9x,--(: , ,, / // ii , 24 200-M-002 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS CHEMICAL FEED ISOMETRIC -2/ , ,„ r/ /, / / / / , , 25 200-M-003 HEADWORKS BUILDING CHEMICAL FEED SYSTEM PANORAMIC ELEVATION \\\ . vi/////,/// / 4 / /„ '1 ' I , ,, 2- I ,43 1:c:2 I / , , ,,,, /7, / 26 200-M-004 HEADWORKS BUILDING CHEMICAL UNLOADING STATION PLAN, ELEVATION AND SECTION (9 27 200-M-005 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS GRIT STORAGE ROOM Cl) 4 .111111 Ci •:r _1_ 12/1/,r:////'4// ,' //a/,' //' </. I„T 1--//,<<":,,,,/,/,/,,,,:z/iir-/:/:,2///,://<:/;; ,/i./. \,,,i/,,?://://,///z://i/irli/ir/ , ill,411,1!fl ,,,,,, 28 200-M-006 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS DETAILS -A\ ›. — ___ ,„ / li LL - 29 200-M-007 HEADWORKS BUILDING CHEMICAL SYSTEM IMPROVEMENTS PHOTOS --,„, PROJECT SITE fi, 11111ik'l 9z 5 (23 \ 30 200-M-008 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS \ - - ‘--...-.„ , ' 1 lip i-- .,- - 31 200-M-009 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS U) \ , z 0 ',,,// / /7 //// j A .--,"'-'-.,-,' 32 200-M-010 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS >- \ cr) ...I ---------- --- 33 200-M-011 HEADWORKS BUILDING SCREENING ROOM HVAC IMPROVEMENTS X ''',, \ ti - /'//// ////■ 1111 ' ,— ..., '''' \/',//// /,///'.A 14 - 34 200-M-012 HEADWORKS BUILDING GRIT ROOM HVAC IMPROVEMENTS < (9 \ \ ''A 0 ‘(// /1 // / //1 I r 2 SCROLLS FERRY ROAD TIGARD111■ I ,c,..4i1111 1 / . ,\ 1, STRUCTURAL 1 '1, w 35 000-GS-001 GENERAL STRUCTURAL NOTES AND SYMBOLS AND DETAILS 1 0 / if'i) 36 810-S-001 CHEMICAL BUILDING 4 1 •4 37 200-5-001 HEADWORKS BUILDING I i IS( 1/ //- ///:// I. ,'''' ' -ti c) ) </ 0 1 a) KING CITY ° -J 4/ ((, '/ / ' / / . , ELECTRICAL / r- 1 E / / ,,,f • 38 000-GE-001 GENERAL ELECTRICAL SYMBOLS- 1 , C)° OC*((6:1 ..2 OR. i (D --1 > ..t■P• Q, CD / 5-'- ' l'\\//////:::://-1',/illill!i/11/////111//:/-)jf 1,:itY'I'111:111 /171 39 000-GE-002 GENERAL ELECTRICAL SYMBOLS-2 i z DURHAM ROAD < .4..,-. , \, \ w z -,,, c.,1: - I 1 ,s/f 1'11 t 40 000-GE-003 GENERAL ELECTRICAL LEGEND AND ABBREVIATIONS l'i 1 \ 41 000-GE-004 GENERAL ELECTRICAL DETAILS- 1 6 4111116C, c (NI IIVAIII ZY I 1,141;(IS . 'i 1 Irl 1 43 000000--GG EE:000065 CONDUIT ELEMENTARY DEv ES LC0HpEEMmAET NI CT-.11 N I 11 40 E / i to . . 7:, :1 .4. ifr 44 000-GE-007 CONDUIT DEVELOPEMENT-2 E OSWEGO LAKE ' i ,' / ',) k 1,,A.- i •se44. 1 i 1. "---m-17 ,-- '1 4 V. i 45 000-E-001 SITE PLAN 11 (, _,---9/ 46 810-E-001 CHEMICAL BUILDING MAIN LEVEL DEMOLITION PLAN „,\, 1 NN, i 11 '' 47 810-E-002 CHEMICAL BUILDING UPPER LEVEL DEMOLITION PLAN 41 _______------...„...\\..) 0 SW 85th AVENUE \ t ,,,,, ,---„,,,-3,---,--------- ii -,,,,,,i 48 810-E-003 CHEMICAL BUILDING DEMOLITION PHOTOS 1.51 TUALATIN \ \ , ,,,,,N p •.\\ 49 810-E-004 CHEMICAL BUILDING MAIN LEVEL EQUIPMENT LOCATION PLAN Mr ,, ,------, 50 810-E-005 CHEMICAL BUILDING UPPER LEVEL EQUIPMENT LOCATION PLAN \ 7"-/JA `---„„„S-----,---- \ <c,\\9 PR Or ) 4\\A , -, --,,-,..., ,, --4.,A,'I.. -`,.....,,, - ,,, t,=4,-1.,.'';': 7 N\ 51 200-E-001 HEADWORKS BUILDING DEMOLITION PLAN , sa AA‘>' - '1//Ai„, ---------- -, z., \ \ 52 200-E-002 HEADWORKS BUILDING DEMOLITION PHOTOS 4. -0., 94°I N 44 a Cls(\ .---„. \ \ 53 200-E-003 HEADWORKS BUILDING EQUIPMENT LOCATION PLAN 4' ---,,,,, -- , 50407 r--- = de; TUALATIN ii./1/.6. tv..r.:.w‘.A \ A. __------ \ \ re 0° IQ' 41.11 ...iiiNN..... 1 113 , INSTRUMENTATION .i.D. Qt>..- r„ a , 54 000-GI-001 GENERAL INSTRUMENTATION LEGEND AND ABBREVIATIONS \ OREGON 56 000-GI-003 OGDENOERRACOLNINTSRTORLUNMPERNOTAJEIOMNENSTYSMDBIOSLC -0 U- \ o SHERWOOD ° 11""1"1"1"..---,................ \ SYMBOLS OUTPUT LOOP DIAGRAM TEMPLATE (TYPICAL) <A& "&i.r 9, 20 ,s.e‘”. `01) A \ , \ \ 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 59 810-1-002 ODOR CONTROL IMPROVEMENTS SODIUM HYPOCHLORITE SYSTEM P& ID EXPIRES: N , G. SUBMITTED BY o SCALE WARNING CO GENERAL SHEET 2 OF 59 -,...1., in o 14 1 DESIGNED. P BLUMANTHAL -,-. S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY (PROJECT MANAGER'S NAME) LICENSE NO. DATE MWII c DWG: :fI. i31-01 u2:-.3:1\4-17 0 0 2 z AS SHOWN IF THIS BAR DOES DRAWN C KITTS leanWater Services PHASE 4 EXPANSION PROJECT LOCATION, VICINITY, AND - .. o NOT MEASURE 1" --) THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 Our 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 I ` 1 h / / }i _ -- r i dye_ti r t ! I i `� 1 1 � �. �_..--- ,---------511... of _-„' 1 , `..�' ` ____-- `__.' I of ' j ® ' �'1 � J _°__ (!I L CD ; \--� -` 1-- ,�__ ___.. ——' csi \`tom „,._. ' f._.M —1-0--_ —7 — (Ly' -� f' ` , r-1 -7 ( 5 - -- , ( BASIS O F B EAR I N, , I ry��Y'r'rr _a Y"ti�� ''� r ` ti,,, r r i F ENTRANCE '1 �. �, �`" —E— ` �' r THE BEARINGS ARE BASED ON THE STATE PLANE '�' I CONTRACTOR TO USE SOUTF ? ` ° r( . ! �.Y,_ '� ,`,ENTRANCE AS SHOWN BELOW .� �F 1 COORDINATE SYSTEM, BEING NAD 83 OREGON, NORTH 0 k 1 I 7 YYY r a 4 ! �C..l■�, h r rr `( CL _ ,. PROJECT ACCESS HALL BE \•- 4�) \ \ -- •_ - �- �`'" 1 S ZONE COORDINATES, PURSUANT TO GPS OBSERVATION i FROM DURHAM ROAD SEE f /' '` LL, 3 6 �`�) r�`-..\-- '`°" ° _w,� r N OF WASHINGTON COUNTY CORS STATION: j 000-G-002 FOR O RALL SITE _ `° NORTHING 686652.205 I G PLAN ,�� '�� `,-— —�'"�~ -- EASTING = 7563889.877 Y 't � I ' 4 ,z\ � � . r 1. ----i . .. , r , ,p il, , ,.., .,,,,,, 1 !1 a ! 1 m—, ''--L- L, i- 7.3-' ,...- 1 ., ,,,,_,,,,, //----f? ), ----N\ 1 . 1 1 w -,.„_ „:3- ...---- , ,,,-....„ ,,,,„/ ,,,,__\.\,\ . .. -.4., ,, il w�`-; . tiA :� 0 j,J_TJ �, - j �,�.�.ir,w>iP _.... !� LOCAL BENCH MARK: N �r• i � �,t I :, ��3 rr �,. --------ii 1l i 1. (TBM)A FOUND 5/8" IRON ROD WITH ALUMINUM CAP IN rC ,�;..� '� ! --- - 1 MONUMENT BOX ALONG THE CENTERLINE OF SW 85TH __._ & r ,, j �, r, �;. ', �;� __� I AVENUE IN THE NORTH PORTION OF THE SITE AS SHOWN } I `t ' ° � �� J�'�' I �' (CONTROL POINT NO.2) I r_rL ! LT_L rLJJ i f,, j I 1 i I-._}�\.,..i� i L\ I 1 __ _1 ,._ _. fl_ jJ7 .�-..._�_ I ; ; H o . , - -= � ESTABLISHED ELEVATION 170.61 y 1 ` I Ct /� t'1 \ _mo i*--- +—t� { I t IT-l'ei r P 'k I ,[,/_/_ t\ \ 11 ..M -, ,f' r4 -,,. f I I S.a r �� 1I I y 1 ! 1 r 1 �:4 fl �Y-n,-.yam r.. `1.t f _ ,^ Ij 1)I I I 1,1.ji°`-"! , i /11f/ •I t . — r --_ __� ,�- ` — — 1 i r�.,;. •.,�, '�,,k ,�\ ) CHEMICAL 1 a ' i _ _� - -- �_ . _ - f I I i 1 . \ ` ,_,Y){ ,\; , BUILDING I i 3 _ _ {A_ __ I f } PRI MARY ��I .o 1��...+ ,,/''.- ....�fy-.iy'YY'Y'Y"`.'-'•�- r .... r.•� `r"if�-- - ;'t-�=='" _.� J n r ti I i I ,�, , ,�� ., y,� , , K;:_,..- ~- �' 4 ;' CLARIFIER 1 E i j I{f j} yd "—`-mac e ! kt r I i //'�. Y '114,0;;;---;—''' fyue^.::ic..r.za,.dn,.>.... - _....,_ �.,.,__.x...�,1 r} I , f 't.3 I' I / ,'.�„.. -�.==�"'" °'�.. ,'�' � 4 p r f u..,.�. -r w a* 4 jj it �''' 1 I !! 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(` e, `*�� ! n `; ` � ?1' <- �+��y,,•a$'s ! �..h �} ...� I,y -`r.`�" 4 'j. I'a" I I I ! , � xs"°"w�v # , �_.._., ._. _ " y�h `°.�.. � i"a{l.�`1,yi { o t 4 1 ,/ s� if) � f: 1 . it J I I •'i "tee ,nv's" t �t b` ..a-� i 3 �J`1 7(` 5 I`.1 ,,. P S "J ,/ `4 ill ,�' "R'ti,'.."•y /�"°'�_'^'`f' C.�r.1r `} 1 , v ",.,,,,,. �A "` 1 �� \. ` • ,JfJ 1 r__j t ifh i' -:t..i(I r i // I � �, `^•..,. ! ' vim I � F.J.J• J ... �3' �\ .� w If `1/ t it v 1 .j �, ."�� t �`' r•�. +,i ::;tom `�'-- T i� �••� j �` � .•, o. YJ n , j f 1 0 Vic... .ti sl, l -'J .{I +'`:'., _v S 5``-:..,.-` L!. I I '(I a "'s �,"�' \ ./' ,-----� , 1 ' ° .1. tf I 1 V {- `�' ;J `.,A- 4.,:;� .,0 ±•n % 1 s •F� i�� 1 Y l / r-y' ��` s� V / 'Fr 'N. Y� 1 r /� `ti, 1 I �1Y r i 1 f:� \. 'tie `�. 1 �-{ 1 0 �i �, @ CONTROL POINT COORDINATES t (:: i �� , /` O. E i L {/ rte' 1/ill 1 1� I // / POINT NORTHING EASTING ELEVATION DESCRIPTION I I `, � .. .v� HEADWORKS " ,,�,..-I „1 1 1 l �.�- s I /" r; ...„ u,� ,� /jJ/'/ t I `, .•9''r � f. \,\ 1, f -. 11/ ,� / t� BUILDING t�,� ^ 4 I,�. ,, , r �� ' ,. f, 1 640295.87 7620524.76 159.92 FD 1-112 ALUMINUM CAP it N.I ` f P •e1. n$a ji i it �\ t, i, / ►i f - b r �.>/7/7! :�� „ ' _,�. i 1 C I 1 -1 V/I 2 6 40730.07 7620536.82 170.61 FD 1-1/2"ALUMINUM CAP C � �. \. P .r '`� r .` x?''� I :> 1 1 I 1� ,f,/ \` �� ms `r , �� ,`, q \ JF r ; {, , i 'i r / , 25 640750.32 7620653.31 168.91 SET PK NAIL AND WASHER 1 1 ,, 9f 1 a M i PRIMARY \; ��a `�.,� } ' ' / 1� , ç ;t )- 1 # r CLARIFIER ' ,7. i UI ��: yam, f �.,' A ~�`~ i.��,f1° r I p �,� a k}rs ;\ r-.r •v `r 'W\.� ��j `/�, - ..,. I'. a I f Q� 1 1 }"y,� r••.- \^,� T'l'. �a``'. 1 l , "'f / •T ' . ,. -4� �,.• j "�.� - i `y, �� '7, tie'.. 'l, i I j iil "- .F f'b;' \,. /,):' .;�'`'``''� f �.. -_ - .,\ NOTES: JJJ W AREA 2 �/ .' r f �: �d�' 1 �;. I it {; ' .. J t T' � � ` 1r -'r- �"`� ``~— .; �; 1 MAJOR WORK AREAS ARE GENERALLY DESCRIBED AS SHOWN. WORK OUTSIDE N.r �. t` \}1(ii /!/ � OF THESE AREAS IS ALSO REQUIRED AND IS DESCRIBED IN DETAIL THROUGHOUT X11 1 �'. -.`.-,_-::? Jul" ��'O. f�~ •''�, .f j,- i�, , ., Y•w_., f 11 �. r ,`' { •^„>'-�,:,.,�''a...,..;,..."''s ! y / .� i \ '/� ff t/ ,.LY .\ `(, '•, r � K.h..:..:.vim; 1 1 n ti J„ �4 [��,'S/yy�`:a f J/ f v, ! �`=��. `� a }\ "'�.,...,4.�.... .rnr �,i _ I�l �,ms % �, 7�; r ` f /" �I'f w � , w �,r,...� I �. : '�w .\\ THIS DRAWING SET , . \\\\,,,,-) il I '�{! - _ `--= ,.- � ` .�,"` r,> a I '' i � � ,/,..?,1-L.1.°ti` C-~-'�� ,� J/1i WORK AREA DRAWING # PREFIX d I // - --- �'� ` ` _ (Jt PRIMARY r f1 �, r f / 1 810-X-XXX �- I _.. �� ,4� _ _--a :— ' I HiNk t ;r� ` � : ' '' ' 2 200-X—XXX \) ) `C ,J cn ! ,� �, �r,Ywti'V �'� i� i, s t , ' ,i `':� { ; w f , �.� 1 � �; I CLARIFIER , f 3 330-X-XXX U ,'Lt I/ '>`" \ §, i i I > i v t ,-r- f p d, t� 2 1 / Vim\ :; a\ I I I J} ! / 1`'1 f / IA 1 Ji �!.= II , �, \ / 2. SEE DRAWING 000-C-001 AND SUBSEQUENT SHEETS FOR A DETAILED BREAKDOWN l 1.hRJ.J iJ" 4i Ij 4 y / v �� //y OF THESE AREAS. 1 4 ..,.1..=`.j-i • 'i , ` i ! I" n' r it g '� J tti,•` •--) 1/4, 0 / "L''---'''',,,,,, ''''',.,\ \ / , / -7,,,, ''',_ W / / f":;) ''`' •5. *III y 1 W I ! I .(\,\--",,,,_ I ! � 'IJ r/.' fir /E 11 / i ', -,,,A,0,- I I - ''''li Lc \ ) if / / / / #1 ,--'`.7' .EI, `.--,.., \ z 11 � / ` ) �� " � `\W / h" Y Y l /� / i / f � \;,,,,,,,-'2 / / // / \ i i-4 I / /�, ` / —'"J_` r ti 1 �h GATED `� �'/ �� / - ' I " �! � EXIT ' i i f� _� c „,„,, 1 it` II :� c 5 1 / 1 PRIMARY ! �. 0 is- ` �, 1 ti 1 + - t,.\.: ,,. 1 CLARIFIER / % e- i, _yr' ,-, fry'' s r ....... \\ \ /J /1/ ,...., , - . , 1 '''''(------„,:------ ,, /7 ,, , v N 1 ----t--/ --,_ --44- CL f. 1 / �'-''',-,- -,, t r` j r �'\ > (I� �� 50407 } �i ! '• I ' i •? PLANT ENTRANCE FORS \,�� , ►' , _•/ 1-, 1..---4 1 o” i 1 ....„------------/ ;_ .....„-_,-- -,.., ,7 _,,,,.1 , 1 , ,„N",,,,,,,,,,_ _____„... , ''.::', ''2,4, , i , , .4, ___,_:, "-------„,, . „..„. /7-- 5 ai cz.---- ,;4., �, _: i } -. a. CZ:: :T0 A • SE ,._._._ u:. ,t �� fr i t 11, v��,* ,� \ _______—\\ OREGON..., ,'d,.,y , / / f \-, --,„,.., \,‘ ,/ / / f cif i'aF I„7 � + > �, // q SLUMP '', �), ` , 1 ',+ i Lit , I J// //7? :r;%/ EXPIRES: 12-31-07 T N coo SCALE WARNING SUBMITTED BY �� GENERAL SHEET: 3 OF 59 0 ii DESIGNED S. D. HATTERSLEY 1/18/06 i' DURHAM WASTEWATER TREATMENT FACILITY z 1” I . (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-G-003 z 1 = 50' IF THIS BAR DOES DRAWN C KITTS C1eanWater Services PHASE 4 EXPANSION SITE PLAN, HORIZONTAL CONTROL o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS AND STAGING AREA DATE: 18-JAN-2006 REV DATE BY DESCRIPTION THEN IS 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 A/C AIR CONDITIONING DAD DOUBLE ACTING DOOR GA GAGE/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 o TRANSPORTATION OFFICIALS DB DIRECT BURY GALV GALVANIZED MEAS MEASURE UG UNDERGROUND o AB ANCHOR BOLT DBL DOUBLE GANC GUY ANCHOR MECH MECHANICAL R RADIUS/RISER 1 RATE OF SLOPE UGC UNDERGROUND CONDUIT 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 N 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 5, AC ACTIVATED CARBON /ASPHALTIC CONCRETE/ DG DOOR GRILL GI GALVANIZED IRON MGD MILLION GALLONS PER DAY RAP RECLAIMED ASPHALT PAVEMENT UR URINAL ti ALTERNATING CURRENT DH DOUBLE HUNG GIP GALVANIZED IRON PIPE MH MANHOLE/MAINTENANCE HOLE RAS RETURN ACTIVATED SLUDGE USA UNDERGROUND SERVICE ALERT t" ACI AMERICAN CONCRETE INTERNATIONAL DI DUCTILE IRON GL GLASS/GROUND LINE/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 ili ACP ASBESTOS CEMENT PIPE/ASPHALTIC CONCRETE DIAG DIAGONAL GLV GLOBE VALVE MI MALLEABLE IRON/MILE RCP REINFORCED CONCRETE PIPE m PAVEMENT DIAPH DIAPHRAGM GM GAS METER MICRON 1/1,000,000 METER RD ROAD I ROOF DRAIN /ROUND a• ADD ADDITIONAL DIFF DIFFUSER I DIFFERENTIAL GP GUY POLE MIL MILITARY/ 1/1,000TH INCH RED REDUCER/REDUCING V VALVE/VERTICAL/VENT/VOLT/VOLUME ADH ADHESIVE DIP DUCTILE IRON PIPE GPD GALLONS PER DAY MIN MINIMUM/MINUTE REF REFERENCE I REFER/REFRIGERATOR VAC VACUUM a 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 1 REINFORCED VB VALVE BOX AFF ABOVE FINISHED FLOOR DISP DISPENSER GR GRADE MK MARK REQD REQUIRED VC VERTICAL CURVE 0 R IA AMERICAN INSTITUTE OF STEEL CONSTRUCTION DL DEAD LOAD GRD GRADE I GROUND MLSSR MIXED LIQUOR SUSPENDED SOLIDS RECYCLE RESIL RESILIENT VCP VITRIFIED CLAY PIPE 2 ALT ALTERNATE DMH DROP MANHOLE GRTG GRATING MLW MEAN LOW WATER RET RETAINING /RETURN VERT VERTICAL ALUM ALUMINUM/ALUM DN DOWN GSP GALVANIZED STEEL PIPE mm MILLIMETER REV REVISION VFA VOLATILE FATTY ACIDS u AMB AMBIENT DO DISSOLVED OXYGEN I DITTO GV GATE VALVE MO MOTOR OPERATED I MASONRY OPENING RF ROOF I RAISED FOUNDATION/ROUGH FACE VOL VOLUME -1 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 U) 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 v APPURTS APPURTENANCES DWLS DOWELS H&V HEATING AND VENTILATING MSL MEAN SEA LEVEL RO ROUGH OPENING VWC VINYL WALL COVERING m A/R 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/WASTE/WIDTH I WIDE FLANGE I 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/SCUM/SINK/SECOND/SLOPE I 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/EDGE OF GUTTER/EXHAUST HPG HIGH PRESSURE GAS NEC NATIONAL ELECTRICAL CODE SA SAMPLE WM WATER METER GRILLE HR HEAT RETURN /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/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/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 I 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/NORMALLY OPEN SCFM STANDARD CUBIC FEET PER MINUTE WSTP WATERSTOP BD BOARD ENG ENGINE HV HORIZONTAL AND VERTICAL CONTROL POINT NOM NOMINAL SCH SCHEDULE WT 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/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/HYDRANT NTS NOT TO SCALE SETT SETTING XS EXTRA STRONG BLK BLACK/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/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/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 I 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/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 I CHALKBOARD/CURB FAB FABRICATE/FABRICATION 1 FABRICATED JSTS JOISTS STA STATION c CC CLOSED CIRCUIT TV/CENTER TO CENTER FAD FOUL AIR DUCT JT JOINT SIC SLEEVE-TYPE COUPLING ✓ CD CEILING DIFFUSER FAI FRESH AIR INTAKE P POLE/PAGE/PIPE STD STANDARD t7 CEM CEMENT FB FLAT BAR/FLOOR BEAM I FIELD BOOK P/S POLE AND SHELF STK STAKE CF CURB FACE I CUBIC FOOT FCO FLOOR CLEANOUT k KILO PA PLANTING AREA STL STEEL v 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/FINAL EFFLUENT km KILOMETER PB POLYBUTYLENE 1 PULL BOX SUCT SUCTION o CHEM CHEMICAL FEM FEMALE (PIPE THREAD) kV KILOVOLT PC POINT OF CURVATURE/PRIMARY CLARIFIER/ SV SOLENOID VALVE (t) CHG CHANGE FF FLAT FACE/FAR FACE I FINISHED FLOOR kW KILOWATT PORTLAND CEMENT SW SIDEWALK 371 CHKD CHECKERED FG FINISHED GRADE kWh KILOWATT HOUR PCC PORTLAND CEMENT CONCRETE/POINT OF SWD SIDEWALK DRAIN rn CI CAST IRON FH FIRE HYDRANT/FLAT HEAD COMPOUND CURVE SWGR SWITCHGEAR 7) CIP CAST IRON PIPE I CAST IN PLACE FIG FIGURE PCOTG PRESSURE CLEANOUT TO GRADE SWR SIDEWALL REGISTER o CIPP CAST IN PLACE PIPE FIN FINISHED L LITER/LENGTH/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 I SYMBOL S2• 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 I TREAD OF STAIR I TANGENT/ [2 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 I PROPERTY LINE I PLACE T&G TONGUE AND GROOVE cry CMC CEMENT MORTAR-COATED FLSG FLASHING LDG LANDING PLAS PLASTER/PLASTIC TAN TANGENT CML CEMENT MORTAR-LINED FM FACTORY MUTUAL(LAB APPROVED)/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/LONG PM PRESSED METAL TBM TEMPORARY BENCH MARK ELECTRICAL - SHEET GE-003 ill 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 : 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 I TEMPORARY a) COMP COMPRESSOR FOS FACE OF STUDS LOC LOCATION POT POINT OF TANGENT TF TOP OF FOOTING STANDARD ABBREVIATIONS Z32.2.3 ,[ CONC CONCRETE/CONCENTRIC FOW FACE OF WALL LOL LAYOUT LINE PP POWER POLE/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 A z CONN CONNECTION FPM FEET PER MINUTE LP LOW POINT/LOW PRESSURE/LAMP POST PPH POUNDS PER HOUR THR THRESHOLD NOTE: THIS IS ALTA STANDARD ABBREVIATIONS MAY OC NST CONSTRUCT I CONSTRUCTION FPS FEET PER SECOND LPA LOW PRESSURE AIR PPM POUNDS PER MINUTE THR'D THREADED CONT CONTINUED/CONTINUOUS FPTS FOREIGN PIPE TEST STATION LT LEFT I LIGHT PR PAIR TK TANK I TACK BE USED ON THIS PROJECT. CONTR CONTRACTOR FR FRAME LTS LIME TREATED SOIL PRC POINT OF REVERSE CURVE TL TRAVERSE LINE E• COORD COORDINATE FRP FIBERGLASS REINFORCED PLASTIC LW LOW WATER PRCT PRECAST TOC TOP OF CONCRETE COR CORNER FS FINISHED SURFACE 1 FAR SIDE/FLOOR SINK I LWL LOW WATER LEVEL PREFAB PREFABRICATED TOE THREAD ONE END a COTG CLEANOUT TO GRADE FORGED STEEL/ FROTH SPRAY LWR LOWER PRESS PRESSURE TOL TOILET :4 CPLG COUPLING FT FEET/FOOT PROF PROFILE TOM TOP OF MASONRY CPVC CHLORINATED POLYVINYL CHLORIDE FTG FOOTING m METER PRV PRESSURE REGULATING, RELIEF OR REDUCING TOP TOP OF PIPE .o CS CAUSTIC SODA/CAST STEEL FUR FURRING M MALE(PIPE THREAD) VALVE TOPO TOPOGRAPHIC 9 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 �� PROF g CT CERAMIC TILE FWD FORWARD MAINT MAINTENANCE PSF POUNDS PER SQUARE FOOT TP TELEPHONE POLE �' i N �`�/ 0 CTR CENTER MAN MANUAL Y PSI POUNDS PER SQUARE INCH TR TRACT \ A, u, CTS CORROSION TEST STATION MAS MASONRY PSIA POUNDS PER SQUARE INCH ABSOLUTE TRANS TRANSMITTER/TRANSITION/TRANSMISSION �� sa�7 �' CTSK COUNTERSUNK MAT MATERIAL PSIG POUNDS PER SQUARE INCH GAUGE TS TRAFFIC SIGNAL 41.1 ►. CU COPPER/CUBIC MAX MAXIMUM PT POINT OF TANGENCY/PAINT I PRESSURE TSB TOP SET BASE r A, 4 . CULV CULVERT PTFE POLYTETRAFLUOROETHYLENE(TEFLON) TSC TRAFFIC SIGNAL CONDUIT OREGON CV CHECK VALVE PV PLUG VALVE TV THERMOSTATIC VALVE/TELEVISION '0 v CY CUBIC YARD PVC POLYVINYL CHLORIDE TW THERMOMETER WELL/TRAVELED WAY F `//.? 9, 20 �Q CYL CYLINDER PVDF POLYVINYLIDENE FLUORIDE (KYNAR) TYP TYPICAL 0 CWS CLEAN WATER SERVICES PW POTABLE WATER 4 BLUM N REV 021402 EXPIRES: 12-31-07 r o SCALE WARNING SUBMITTED BY L 0 1, 1 DESIGNED MWH GENERAL SHEET: 4 OF 59 S. D. HATTERSLEY 1/18/06 r DURHAM WASTEWATER TREATMENT FACILITY z I . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE 1 ate Services P DWG: 000-G-004 z NONE IF THIS BAR DOES DRAWN MWH C ean1 C S HASE 4 EXPANSION STANDARD 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 THEN NOT DTO SCA EIS CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 , SECTION AND DETAIL IDENTIFICATION - . - .. - ,. - •. CONCRETE (PLAN AND SECTION) 12x24 DUCT (FIRST DIMENSION DUCT SIDE SHOWN, PP 'i.. `A'■ '4'•• 'A' SECOND DIMENSION DUCT SIDE NOT SHOWN) -0- POWER POLE T i PRESSURE GAUGE . . • . . . • •• _ _ . SECTION IDENTIFICATION c.i 24x12 .. . . . .• ." . . .••,. SUPPLY OR OUTSIDE AIR DUCT PIPELINE (CIVIL SHEETS) © ....-....: -.....:.-,..-- GROUT OR SAND (PLAN AND SECTION) (FIRST DIMENSION, DUCT WIDTH) -- -- --- - - - ---- 24" DIA AND LARGER PRESSURE GAUGE WITH DIAPHRAGM SEAL ..,,.. • .t....., ,... . ,,,-. . . 'D 24x12 SECTION LETTER c PIPELINE (CIVIL SHEETS) z I BRICK (PLAN AND SECTION) - 10 lim IIII lift-- EXHAUST OR 12" DIA TO 20" DIA II PRESSURE SWITCH AL_ A SECTION A N --X SIZE c - CEILING SUPPLY DIFFUSER PIPELINE (CIVIL SHEETS) T i fa 7//y/ CMU (PLAN AND SECTION) i (SIZE IN INCHES) 10" DIA AND SMALLER En 3S-1 ct \ SIZE CEILING RETURN OR EXHAUST AIR GRILLE OR ISOLATION VAULT & MAJOR PRESSURE SWITCH WITH DIAPHRAGM SEAL SHEET ON WHICH L6 /7/1 STEEL/METAL/FRP (SMALL SCALE SECTION) CFM ] SIZE REGISTER (SIZE IN INCHES, WIDTH X HEIGHT) EXHAUST OR RETURN AIR GRILLE OR R , BLOWOFF VAULT (IN PLAN) i SHEET ON WHICH SECTION IS SHOWN SECTION IS CUT u) „ , „ , , ,, CFM REGISTER (SIZE IN INCHES, WIDTH X HEIGHT) 9 CATHODIC TEST STATION (IN PROFILE) I .,I_, I FLANGED FITTING p \ `/\ \/`/`/"/W,`, `777/`/`777`7`` CHECKERPLATE OR SOLID FRP GRATING (PLAN) DETAIL IDENTIFICATION _, \,\,\,\,•,\,\,\\,•/\,`,\, tas : /':/.:/. <:/.,:<' ] SIZE ''. SUPPLY I 1;FEVN GRILLE ES,OWIDTH R G XS THEIGHT)ER CATHODIC TEST STATION (IN PLAN) CL 1 I CHECKERPLATE (SECTION) DETAIL NUMBER o TYPES: a II MECHANICAL-TYPE FITTING (GROOVED) 19 IIIIIMMIMMEHIMM th .‘e 111111111111111111111111111111 GRATING (PLAN) AIR TURNING VANES IN DUCT CATS CASING TEST STATION CTS CORROSION TEST STATION 0 111111111111M111111111111111 P 1 + I MI DETAIL Eal 111111111111111111111111H11111 L.: I , SCREWED, WELDED, SOCKET-WELD, 0 IJTS INSULATING JOINT TEST STATION , u) mammumum GRATING OR SOLID FRP GRATING (SECTION) = DEFLECTING DAMPER FPTS FOREIGN PIPELINE TEST STATION BELL AND SPIGOT OR HUBLESS FITTING EMI 2M-2 DD(7. CSTS CURRENT SPAN TEST STATION . SAFETY GRATING (PLAN) SHEET ON WHICH ...111■-4 1■—■111■—■•t...4 ill FHC FIRE HOSE CABINET H ' SLEEVE TYPE COUPLING SHEET ON WHICH DETAIL IS CALLED-OUT h 1 d SAFETY GRATING (SECTION) I ® FB FIRE HYDRANT DETAIL IS SHOWN FE 0 FIRE EXTINGUISHER :: _. FLANGED ADAPTER - SET SCREW TYPE --------- RAILING (PLAN) MH • MANHOLE STANDARD DETAIL IDENTIFICATION OMOINI111111111111■■11•111M 1111111Wei ■.] , WOOD (ELEVATION OR PLAN) UNIT HEATER 0 MECHANICAL TYPE COUPLING DETAIL NUMBER -I s"'•.„ PCOTG 0 PRESSURE CLEANOUT TO GRADE ... .. I>< LUMBER (NOMINAL) )13 , BALL VALVE 0 cCOTG CLEANOUT TO GRADE , knAli— FLEXIBLE COUPLING C-302 DETAIL C-302 ------------- LUMBER (TRIMMED) , 0.----- COTG —IIIUNION REDUCER OR INCREASER (PROVIDE SIZE) GLULAM (SECTION) ,IN STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL —---- ---{X-- DIAPHRAGM VALVE 1 1j QUICK DISCONNECT COUPLER SHEETS, IN NUMERICAL ORDER GLULAM (ELEVATION) ETS ELECTROLYSIS TEST STATION ELEVATION IDENTIFICATION ---•,.....->1 I CHECK VALVE woo E CAPPED END OR PLUGGED END PLYWOOD (SMALL SCALE) .-X--- WALL CLEANOUT ELEVATION NUMBER --4-0<j— --Egi-o- PRESSURE REGULATING VALVE WCO II ' BLIND FLANGE oi F C 0 -■ FLOOR CLEANOUT STRUCTURE OR FACILITY t" 0.--, , . FCO AI ELEVATION INE -- BACK-PRESSURE VALVE —ED ' REDUCER OR INCREASER EXISTING STRUCTURE OR FACILITY • HUB DRAIN 1A-3 1A-1 P _ • I I MOTOR OPERATOR FOR VALVES ,z1 I 4 STRAINER SHEET ON WHICH SHEET ON WHICH I . ____ FUTURE STRUCTURE OF FACILITY ---ITH M• (, , = ELECTRIC, P = PNEUMATIC) 0 FLOOR DRAIN ELEVATION IS SHOWN ELEVATION IS CALLED-OUT t ____ . __ Ili r■IPPo' OPENING Y DRAIN PIPING IDENTIFICATION OA TEMPERATURE CONTROL VALVE FLOOR SINK --..... SPAN ARROW SEE PIPING SCHEDULE III MATERIAL GROUP NUMBER ///S;?//' -,' -// EARTH .---- CHANGE IN PIPING MATERIAL c M■.■ SOLENOID VALVE -0.-0--- i ROTAMETER 0) t"it. feilIMMII -111H:=-1-- BACKWATER VALVE 12" RAS (27) (Ji ti*AfiAto GRAVEL/DRAINROCK/AGGREGATE BASE --.....x , MULTIPORT VALVE - 3 WAY X PIPE SUPPORT (IN PLAN) 0 , 4 PIPE DIAMETER FLUID ABBREVIATION O ....... > > -,... BACKFLOW PREVENTER Q 0 PIPE IN SECTION ....—, MULTIPORT VALVE - 4 WAY PULSATION DAMPENER 0 I EQUIPMENT IDENTIFICATION .2) CI_ OR Q. CENTERLINE 1 1 E • ] STOP GATE u) - - - — - - SEE EQUIPMENT SCHEDULE/SPECIFICATIONS (1) 111•110•11111•1•111•1111•X ' FLOAT OPERATED VALVE 2-° _ P,L; OR R._ PROPERTY LINE 0 iii R/W RIGHT-OF-WAY LINE E---e--3 SLIDE GATE EQUIPMENT DESIGNATOR \ / EQUIPMENT NUMBER O NEEDLE VALVE 0 _ 2 ESMT EASEMENT LINE . C 12MAU-05) tii t- ' r—e-1 SLUICE GATE ci) TEMP ESMT TEMPORARY EASEMENT LINE >- P ,.' PRESSURE RELIEF VALVE / u) AREA NUMBER ...1 0 ' GATE VALVE, BURIED WITH VALVE BOX m w G GAS LINE (SIZE NOTED WHERE ANGLE VALVE DISCIPLINE SPECIFIC SYMBOLS ARE SHOWN ON THE DISCIPLINE I O LARGER THAN 3-INCH) ® BUTTERFLY VALVE, BURIED GENERAL DRAWINGS. , 4- HP GAS HIGH PRESSURE GAS -----1 WITH VALVE BOX -0 2" W WATER LINE (SIZE INDICATED) C FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY 5EQ) TEL UNDERGROUND TELEPHONE . HVAC HIGH VOLTAGE AC POWER LINE .. . O 27" SS SANITARY SEWER (SIZE INDICATED) - ...... ' ECCENTRIC PLUG VALVE, BURIED STANDARD SYMBOLS. REV 021402 -- - 0-- --I> HOSE BIBB (H/B) 0 WITH VALVE BOX z LU OHW OVERHEAD WIRES 6 27" SD STORM DRAIN (SIZE INDICATED) LEGEND LUBRICATED PLUG VALVE, BURIED t FOC FIBER OPTIC CABLE cu COMM COMMUNICATIONS CABLE .4-i ..1•••••i•••41...... WITH VALVE BOX = INJECTOR OR EDUCATOR m O X X X x FENCE (NEW) X GATE VALVE "P; I EXISTING (LT. GRAY) 4) X x x x FENCE (EXISTING) (LT. BROWN) a. . AIR VACUUM AND AIR RELEASE ASSEMBLY -....--1\I BUTTERFLY VALVE t.;, -------------- WATER COURSE NEW a (cSa PROi u) (t; TRAIL OF DIRT ROAD DEMOLISH a. "1" ."'"11.1111111117"...1.1" . PIPE ANCHOR -------K> ' ECCENTRIC PLUG VALVE &kJ 5) """""1""".."' 125 ---- MAJOR CONTOUR LINE (NEW) NEW (SPECIAL) , , i■ 50407 -c-- 7111:".1-' , A. i4 — 125 — MAJOR CONTOUR LINE (NEW) LE 1•1 ' LUBRICATED PLUG VALVE OREGON -0 125 MAJOR CONTOUR LINE (EXISTING) VIly a, 2oci` essz," aIIIIII. VEGETATION X ' GLOBE VALVE "4- BLUMO EXPIRES: 12-31-07 c\I , / 4 \ / (ID o SCALE WARNING SUBMITTED BY CY) GENERAL SHEET: 5 OF 59 a° 0 1, 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 - , DURHAM WASTEWATER TREATMENT FACILITY • 1 . 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 .r) o NOT MEASURE 1" 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 Z PIPING MATERIALS (SEE SCH AT RIGHT) p FUNCTION (SEE NOTE 3 AND NOTE 4) GROUP PIPE (SEE NOTE 13) FITTINGS VALVES, 6"AND SMALLER(SEE NOTE 1, 11 & 16) NO M c)< EXPOSED PIPING BURIED PIPING " PIPE SAMPLE POINT ,� _> 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 (SEE NOTE 14) {SEE NOTE 13) MINIMUM LEAKAGE BLACK, 150 PSI OR STEEL,ANSI B16.9, BUTT-WELDED. GLOBE: STOCKHAM B-37. CHECK: CRANE 37 OR STOCKHAM o �''m NOT USED IN THIS PROJECT �� {' TEST TEST ALLOWANCE BLACK WELDED. BANDED, NOT USED NOT USED m 2" DIA 2� DIA 2" DIA 2.� DIA PRESSURE MEDIUM (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 oo '4C 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 SMALLER LARGER SMALLER LARGER SPECIFICATION 02550) SERIES 118 OR KEYSTONE 514. BALL: JAMESBURY FIG 351 OR WATTS B-6080 N 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 1185 OR KEYSTONE 541. BALL: JAMESBURY ai 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. 0 �, GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED ° a. CST CAUSTIC SODA TUBING 33 - 17 - 125 WATER (A) 3 STEEL,ASTM A106 OR A53, FORGED STEEL,ANSI B16.11, SOCKET WELDED OR THREADED, CAST IRON, LUBRICATED PLUG. NORDSTROM FIG 214 OR 305 OR DF DIGESTER FEED -- 26 -- 26 125 WATER (A) SCH 80, SEAMLESS, BLACK. BLACK, 2000 PSI, OR STEEL,ANSI B16.9, BUTT-WELDED, SCH 80. SERCK-AUDCO MSW 544 GG. TYPICAL PIPE DESIGNATION: MATERIAL GROUP NUMBER cn 4 SAME AS GROUP NO. 1 CAST IRON,ANSI B16.12, THREADED, DRAINAGE PATTERN. (SEE NOTE 12) DG DIGESTER GAS -- 14,32 -- 14,32 125 AIR (A) 5 WELDED STEEL,AWWA C200, (SEE NOTE 15) WELDED STEEL, FABRICATED,AWWA C208, (SEE NOTE 15). AS INDICATED ON DRAWINGS " UW(24) .c DSL DIGESTED SLUDGE -- 26 -- 26 125 WATER (A) 6 STEEL,ASTM A106, OR A53, STEEL,ANSI B16.9, BUTT-WELDED. CAST IRON,ANSI 816.1, 125 PSI, CAST IRON, FLGD, LUBRICATED PLUG: NORDSTROM FIG 143 OR o SCH 40, SEAMLESS, BLACK. FLGD. FORGED STEEL, SOCKET WELDED,ANSI B16.11, 2000 PSI SERCK-AUDCO MSW 133 GG. PIPE DIAMETER FLUID ABBREVIATION '5' EA EXHAUST AIR -- 5 -- 5 NOTE 8 AIR (D) OR STEEL,ANSI B16.5, 150 PSI FLGD. s U 7 SAME AS GROUP - • B16.3, THREADED, BANDED, BRONZE THREADED, GLOBE: CRANE 212P OR STOCKHAM 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: ca CHECK: CRANE 27 OR STOCKHAM B-322T. FM FORCE MAIN -- 8,26 -- 8,26 125 WATER (A) 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 • 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, t " ` ■ 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 '• • j AND SMALLER, FORGED STEEL,ANSI 816.11,THREADED •' SEMI-PLUG AND YOKE TYPE OR BALL FOR CHLORINE SERVICE, NOTE 1 HOR HYDRAULIC OIL RETURN 29 -- 29 3000 WATER (A) SOCKET WELDED, BLACK, t t t PSI, WITH FLGD AMMONIA FORGED CARBON STEEL PROPRIETARY NAMES HAVE BEEN QUOTED FOR UNIONS. AND LARGER,STEEL,ANSI : . • BUTT—WELDED •- IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS HOS HYDRAULIC OIL SUPPLY 29 -- 29 3000 WATER (A) FLGD, SCH •t WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE SPECIFICATIONS. 11 DUCTILE IRON,ANSI ` (AWWA •' DUCTILE IRON •' CAST IRON, t •' AWWA C110, BELL GATE,AWWA C500, '0' RING SEALS, MECH JT ENDS: MUELLER HPA HIGH PRESSURE AIR 24 24 - - 175 AIR (A) CAST IRON ANSI A21.6, 150 PSI, BELL AND AND SPIGOT, CPLG, r •• MECH JTS, 250 PSI, A-2380-20 OR CLOW F-5065. BUTTERFLY: AWWA. ECCENTRIC NOTE 2 SPIGOT, •• 125 PSI (PRESSURE RATING) AND SMALLER, 150 " 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) ■ (TYPICAL ' WATER RATING) ' ' ■ LARGER, • ` • FLANGES. APCO-WILLAMETTE.. - (A) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE. 12 CAST IRON SOIL, - "• SOIL, - SERVICE AND AS INDICATED ON DRAWINGS. (B) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE HS HOT WATER SUPPLY 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) WEIGHT, BELL AND SPIGOT •- HUBLESS. SPIGOT •- HUBLESS. OPTION OF • - •- FOR UNBURIED PIPE AND NOT MORE THAN 0.02 AT THE OPTION OF • - •• DUCTILE IRON •• - NO BE : r GALLON PER HOUR PER INCH DIAMETER PER HT HYPOCHLORITE TUBING 33 - 17 - 125 WATER (A) '• -• • ` - r (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 _ESISTANT(HIGH SILICON CORROSION - • IRON, -------- OF DIAMETER PER 100 FEET OF PIPE CONTENT) '• - BELL AND SPIGOT •' HUBLESS. (D) PIPES SO DESIGNATED SHALL NOT SHOW A LOSS HWE HEADWORKS EFFLUENT -- 8 -- 8 125 WATER (A) BELL AND SPIGOT •' HUBLESS. OF PRESSURE OF MORE THAN 5 PERCENT (E) PIPE SO DESIGNATED SHALL NOT SHOW A LOSS 14 STAINLESS STEEL,TYPE • ` • ANSI B16.3, SCREWED, STAINLESS STEEL, BALL, FLGD: WATTS SERIES 2500 OR OF VACUUM OF MORE THAN 4 INCHES MERCURY IA INSTRUMENT AIR 24 2 24 2 125 AIR (A)(D) ASTM A312, SCH 40S. • BUTT—WELDED, SCH 40S, •- 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 -- 15 a . • : r r STAINLESS STEEL,AS INDICATED ON DRAWINGS. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST ASTM A312, SCH 10S. SCH 10S •' 150 PSI FLGD. REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS. NG NATURAL GAS 9 9 9,32 9,32 NOTE 7 AIR -- 16 POLYVINYL CHLORIDE, 80, POLYVINYL CHLORIDE, •' • 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. ■ • ■ D2467. • = CHECK: NIBCO/CHEMTROL, HILLS-MCCANNA OR R&G SLOAN MFG. NOS STITUTIONS UNLESS ACCEPTED BY THE •j • - •■ ENGINEER PER THE SPECIFICATIONS. OF OVERFLOW -- 16 -- 8 25 WATER (A) 17 POLYPROPYLENE,ASTM D4101, POLYPROPYLENE, DRAINAGE TY-E WITH HEAT NOTE 5 SCH t ■ 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 •' ■ PLASTIC, FILAMENT-WOUND, PLASTIC LINED, FLGD. FLANGES TO MATCH 150 PSI FOR INSULATING MATERIALS. ASTM D2996, • r SOCKET SOCKET ENDS, ■ BONDED, •• FIBERGLASS FLGD. ANSI B16.5 DIMENSIONS, OR AS INDICATED ON DRAWINGS. PA PLANT AIR 14 14 14 14 150 AIR (A)(D) 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 '• t PSI, FOR POLYVINYL CHLORIDE PIPE, t SAME AS GROUP NO. 11. HIGH POINT OF PIPE. rn ASTM D2241 BELL AND • •- r f l t- v, NOTE 7 6 PI PLANT INFLUENT -- 26 -- 26 NOTE 6 WATER (B) 20 NOT USED INSPECTION AND TESTING SHALL BE IN ACCORDANCE c5 21 WITH APPLICABLE PLUMBING CODE. U PSL PIPE SLEEVE 16 16 16 16 NOTE 7 -- -- • r O 22 •. ■ • - ■ NOTE 8 © •■ ■ r • NO APPARENT LEAKS UNDER NORMAL OPERATING a PO PLANT OVERFLOW 2 8 2 8,28 NOTE 6 WATER 2,8(A)28(B) CONDITIONS. co PW POTABLE WATER 16,24 16,24 2,24 2,11,19,24 125 WATER 16(A) 23 •' ■CONCRETE� : r • NOTE 9 0 INSPECTION AND TESTING SHALL BE IN ACCORDANCE z RE/IRR RECLAIMED WATER/REUSE i IRRIGATION -- 19 -- 19 75 WATER (A) WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. C 24 COPPER, : " -• COPPER •- BRONZE, : SOLDER JOINT, BRONZE, SOLDER JOINT, GLOBE: CRANE 1310 OR STOCKHAM SOFT TEMPERED WHERE BURIED, 150 PSI,OR COMPRESSION FITTINGS. (FOR OXYGEN PIPING B-14T. CHECK: CRANE 1342 OR 36, OR STOCKHAM B-309 OR © RS RAW SEWAGE -- 26 -- 22,26 NOTE 6 WATER (C) . -■ - - ■ - •• ■ - SOLDER, •- • -- r - - - 8-345, GATE: CRANE 426 OR STOCKHAM B-104 OR 8-105. NOTE 10 PIPING MATERIALS SHALL BE IN ACCORDANCE WITH W RWL RAINWATER LEADER 2,4,12 2,4,12 2,12 2,12 NOTE 7 -- -- TIN-ANTIMONY SOLDER) NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. u) 25 STEEL,ASTM A106 •' A53, _ 40, : t " ■ - ■ •' • ■ CAST STEEL PLUG, DIAPHRAGM OR CHECK, 150 PSI FLGD, NOTE 11 ▪ SA SAMPLE LINE(SEE LIST AT RIGHT) 16,18,24 -- 16,18,24 -- 125 WATER (A) - r • " r PVDF OR PTFE LINED. FOR VALVES 8"AND LARGER SEE VALVE c0) 26 '• • '• • ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK 118E SCH FOR SPECIAL VALVES SEE SPECIFICATIONS. w SD SANITARY DRAIN AND VENT 4,12 12 12 12 NOTE 7 -- -- ■ ■ OR KEYSTONE 580. SWING TYPE CHECK: CRANE 383 OR NOTE 12 I POWELL FIG 559. BALL: PRATT OR APCO-WILLAMETTE. CHANGE IN PIPING MATERIAL GROUP NUMBER IS 9- SDR STORM DRAIN -- 8,27 -- 23,27 NOTE 6 WATER 8(A)28(B)22(C) 27 -• CHLORIDE . , " • -• CHLORIDE, r t : AND/OR SPIGOT. INDICATED THUS: 4 r t ■ SPIGOT.c NOTE 13 0 SPD SUMP PUMP DISCHARGE 2,32 26,32 2,32 26,32 50 WATER (A) FOR PIPE LINING AND COATING, SEE SPECIFICATIONS. % 28 REINFORCED • t '• • AS INDICATED ON DRAWINGS. z SR SEPTAGE RECEIVING PIPE -- 30 -- 30 125 WATER (A) PRESSURE • • NOTE 14 y EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE 6 -- -_ -- -_ WITH SPECIFICATIONS. COLORS TO BE SELECTED BY SS SANITARY SEWER 12, 26,27 12, 26,27 NOTE 7 29 STAINLESS STEEL,TYPE 316, FORGED STAINLESS STEEL,ANSI B16.11,THREADED STAINLESS STEEL, BALL, FLANGED, LADISH NO. 4202 OR t t t •t ENGINEER. cEo NO TEST SCHEDULE 't SOCKET WELDED, JAMESBURY TYPE A/D150F, CHECK, LADISH NO. 5272 OR STOCKHAM FIG 15 SF 316, RATED FOR 3,000 PSI 1 SU STRUCTURE UNDERDRAIN -- -- -- 20 _ REQD - - NOTE 15 0 30 SAME AS GROUP NO. 11, GLASS-LINED •- SAME AS GROUP • r •- STEEL,ANSI B16.9, SAME AS GROUP NO 26. PIPING FOR EA(EXHAUST AIR)SHALL BE LINED AND . SUC STRUCTURE UNDERDRAIN COLLECTOR -- 12 -- 12 NOTE 6 WATER (C) ` • t B r 40, GROOVED l ■ COATED IN ACCORDANCE WITH SPECIFICATIONS 09800. ,?), — SYSTEM 100. 2-16"AND SMALLER, STEEL,ASTM A106 OR 2-1, hI AND SMALLER, FORGED STEEL,ANSI 616.11, SOCKET WELDED CAST IRON, LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 a 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 816.9, ORSERCK-AUDCO LSW 144 GG OR MSW 133 GG. NOTE 16. N LARGER DUCTILE IRON,ANSI A21.51 BUTT-WELDED SCH 80. 3"AND LARGER, DUCTILE IRON OR FOR VALVE ENDS, SEE csaPRO 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.� O I Nit °a OR A21.8 MECH CPLG OR 125 PSI FLGD. 125 PSI FLGD. c ,$ 46 sit'_ •� soso7 9 32 POLYETHYLENE PIPE AND TUBING, HEAT FUSION FITTINGS, PE 3406, PE 2306, PE 2406 POLYETHYLENE BALL VALVES APPROVED BY PLUMBING CODE, UNLESS 1 � ...0*, , hi ASTM D 2513, DR FOR YARD PIPING PER AS INDICATED ON DRAWINGS. I. PLUMBING CODE. '4 OREGON v (*SEE NOTE 5) 33 REINFORCED PVC TUBING POLYETHYLENE BARBED FITTINGS WITH S.S HOSE CLAMPS �/y�' '�� 4 SLUNG EXPIRES: 12-31-07 c REV 031004 o SCALE WARNING SUBMITTED BY r' 0 '� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 �P DURHAM WASTEWATER TREATMENT FACILITY GENERAL SHEET: 6 OF 59 z° NONE ( ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE � DWG: 000-G-006 .o IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION PIPING SCHEDULE o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 out 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 .c 0 oi 0 (0 0 0 N i z Q I,- N 6 co - --CHEMICAL BUILDING ' 1 (WORKAREA 1) EXISTING HYPOCHLORITE 0 a. TANKS TO REMAIN P FHEADWORKS BUILDING- 1 ST-12014 ST-12015 (WORK AREA 2) a U) 4 0 DEMOLISH OLD NEW HYPOCHLORITE CD HYPOCHLORITE TANK TANK NEW HYPOCHLORITE 1 • CS • CST TUBING RUNS THROUGH NEW TRANSFER PUMP i CS HEADWORKS AND EXISTING PVC CONDUIT BUILDING it'' " ''- ' 100 810P4106 810P4103 SCRUBBER-- N T m 4\ T SEE NOTES 2 AND 3 �� _`� 1 I I NEW CAUSTIC 1 ' ST-355 200ST4103 • i CST • - 810ST4101 810ST4102 OS-354 I . HT UNLOADING PORTS 1 1 —' C4 --CS--- ST-12021 ST-12022 1 ■ 4 I CS pH ORP OSD— EXISTING HYPOCHLORITE IF LOADING PORT AT . •r . H HEADWORKS CHEMICAL H .111 u LOADING AREA C 810P4105 EXISTING POLYMER y DRAIN �,,� TANKS CONVERTED 0,--- 200P4109 ) •F C 810P4104 CS • ( 810P4102 TO CS STORAGE ii► I- , - - -H : /" 810P4101 -C PUMP M SCRUBBER •r H ! n T T m T DRAIN TO HEADWORKS C 200P4107 !- - -H I INFLUENT CHANNEL °1 1 ( 200P4108 ' ° .'' '` � r " �` ` '- I 0S-12001 . 1 r _ rcC_ ® a�r _ r r s r re I ;_ _ _ _ e V si CHEMICAL I I , _ _CS_ _ _ _� 1 BUILDING I ° e pH ORP OSD-- SCRUBBER 1 EXISTING HYDROXIDE TANK I I 1 TO PRIMARY I TO BE REMOVED AFTER rrr _ � .1 CLARIFIERS NEW FEED SYSTEM IS OPERATIONAL TDRAIN () L 1 0 f I-- I [—PRIMARY CLARIFIER 3- — 1 (D (WORK AREA 3) 1 C/) 1 U ° O NOTES: 1 a c ' 1. THIS DRAWING IS INTENDED TO FUNCTION AS AN OVERVIEW 0 1 9) OF THE PROJECT LIQUID PROCESS. IT DOES NOT IDENTIFY IT) ALL COMPONENTS OF THE EXISTING LIQUID SCHEMATIC. z "' - r 2. HYPOCHLORITE TRANSFER PUMP TUBING IS 1" PVC TUBING U5 CONTAINED INSIDE 2" RIGID PVC SLEEVE. ° r'' 1 w T T T 4\ 3. CAUSTIC SODA TUBING (CST) IS 1/2" PVC TUBING CONTAINED cn INSIDE 2" RIGID PVC SLEEVE. } -' 4. CAUSTIC AND HYPOCHLORITE TO PRIMARY CLARIFIER SCRUBBER 0 0S-402 `, COMBINE AT THE CHEMICAL BUILDING AND UTILIZE A SINGLE 1/2" w PRIMARY PVC TUBE INSIDE A 2" RIGID PVC SLEEVE TO THE SCRUBBER. I 0 pH OSD— SCRUBBER 5. SEE DRAWING 000-G-003 FOR A DESCRIPTION OF WORK AREAS. -v c o E S z w TDRAIN 6w LEGEND E ° EXISTING (LT. GRAY) Pi) (LT. BROWN) L J L a 0 NEW U) DEMOLISH �� R�F�S 0. \ �o txB�, S� NEW SPECIAL 50407 9 i hi . ii OREGON ‘S 9, 20 ,c.ZZI''''/. '4. BLUM EXPIRES: 12-31-07 N 0 SCALE WARNING SUBMITTED BY `r' 0 ,6 1 DESIGNED P BLUMANTHAL < GENERAL SHEET 7 OF 59 " _ S. D. HATTERSLEY 1/18/06 DURHAM WASTEWATER TREATMENT FACILITY z NONE (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-G-007 o IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION LIQUID PROCESS PARTIAL SCHEMATIC .0 NOT EN DRAWING IS K. L. MALLON 65118PE 1/18/06 Out commitment is cleat. 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 • 9. 12X24 RECTANGULAR DIMENSION , 12X24 = 12"X 24" 00 1 FHC FIRE HOSE CABINET 'p`� --------- CENTERLINE tO GATE VALVE N MATCHLINE a -11-1-11---- FLANGED FITTING FE O FIRE EXTINGUISHER --------I\}------ BUTTERFLY VALVE 24D CIRCULAR DIMENSION, 24D=24" DIAMETER MATCHLINE N- N 1 DIRECTION OF FLOW NEW STRUCTURE OR FACILITY B o° BUBBLER LEVEL CONTROL �•, 1i ECCENTRIC PLUG VALVE • • WELDED FITTING al CENTRIFUGAL PUMP, TURBINE PUMP 1.1 LUBRICATED PLUG VALVE ,�-- WOOD (ROUGH FRAMING)OR OPENING OR _____ 1 EXISTING STRUCTURE OR FACILITY o ""' OR FAN DEPRESSION IN SLAB OR WALL a [if< GLOBE VALVE _-__-__- MECHANICAL-TYPE FITTING (GROOVED) 12X24 DUCT(FIRST DIMENSION DUCT SIDE SHOWN, L-_--_-__) FUTURE STRUCTURE OR FACILITY �, METERING PUMP SECOND DIMENSION DUCT SIDE NOT SHOWN) BALL VALVE 24D J 101 - DUCT(CIRCULAR, DIAMETER) e CHANGE IN PIPING MATERIAL SCREWED, SOCKET WELD, 1 + i PROGRESSING CAVITY, r 0 BELL AND SPIGOT OR HUBLESS FITTING a POSITIVE DISPLACEMENT PUMP SAD 11- SAD =SUPPLY AIR DUCT ROUND OR DIAMETER 61 SLEEVE-TYPE COUPLING .-I. U BLOWER OR COMPRESSOR X DIAPHRAGM VALVE FLANGED ADAPTER COUPLING EAD EAD = EXHAUST AIR DUCT 0 SQUARE a) FLANGED ADAPTER-SET SCREW TYPE �-•�-I -+r-- INJECTOR OR EDUCTOR ..........�'-'�I CHECK VALVE AT RAD RAD = RETURN OR RECIRCULATING AIR DUCT --�--I EXPANSION JOINT --►--� CHECK VALVE 24X12 / F,A FLAME ARRESTER SUPPLY OR OUTSIDE AIR DUCT L_ r�,�,r ANGLE 0 MECHANICAL TYPE COUPLING (FIRST DIMENSION, DUCT WIDTH) 24X12 I EXHAUST OR RETURN AIR DUCT FLEXIBLE COUPLING AIR VACUUM AND PRESSURE REGULATING VALVE (FIRST DIMENSION, DUCT WIDTH) 2" PW (24) PIPE CALLOUT(SEE PIPING SCHEDULE) AIR RELEASE ASSEMBLY ---0-- UNION •-ix M CEILING SUPPLY DIFFUSER (SIZE IN INCHES) 100M0100 EQUIPMENT NUMBER(SEE EQUIPMENT THERMOMETER BACK-PRESSURE VALVE i SCHEDULE) I II QUICK DISCONNECT COUPLER .... PIPE ANCHOR M p in ACTUATOR TYPES FOR VALVES N SIZE CEILING RETURN OR EXHAUST AIR GRILLE OR E CAPPED END OR PLUGGED END M = ELECTRIC MOTOR CFM REGISTER(SIZE IN INCHES, WIDTH X HEIGHT I 1-- P= PNEUMATIC H = HYDRAULIC S,,*SIZE EXHAUST OR RETURN AIR GRILLE OR REGISTER I I BLIND FLANGE PULSATION DAMPENER CFM (SIZE tN INCHES, WIDTH X HEIGHT) EAG = EXAUST AIR GRILL lil - TEMPERATURE CONTROL VALVE EAR= EXHAUST AIR REGISTER -��] REDUCER OR INCREASER RAG = RETURN AIR GRILL �- RAR= RETURN AIR REGISTER EXPANSION CHAMBER 401,0 _ WITH RUPTURE DISC ..,.-.,.,.,,.� SOLENOID VALVE SIZE • SUPPLY GRILLE OR REGISTER CUT PIPE CFM (SIZE IN INCHES, WIDTH X HEIGHT) jz STRAINER RUPTURE DISC SAG =SUPPLY AIR GRILL � MULTIPORT VALVE -3 WAY SAR= SUPPLY AIR REGISTER I '' 1 AIR TURNING VANES IN DUCT � DRAIN G MULTIPORT VALVE-4 WAY I PRESSURE GAUGE -1 fj MECHANICAL L EG E N D � -- PCOTG � PRESSURE CLEANOUT TO GRADE —./"�. FLOAT OPERATED VALVE DEFLECTING DAMPER DD G --S--- VC° WALL CLEANOUT 'PRESSURE GAUGE ROOM THERMOSTAT EXISTING {LT. :,,,,,,,;,,N, NEEDLE VALVE WCO WITH DIAPHRAGM SEAL (LT. . NEW O-- �F= FLOOR CLEANOUT kik PRESSURE RELIEF VALVE Sp SMOKE DETECTOR rn FCO COTG PRESSURE SWITCH DEMOLISH S CLEANOUT TO GRADE ACCESS PANEL NEW SPECIAL COTG ANGLE VALVE ji, A 55 S 2X24 SIZE 24 X 24" 0 Q HUB DRAIN a PRESSURE SWITCH WITH DIAPHRAGM SEAL HOSE BIBB (H/B) BDD BACK DRAFT DAMPER E ® FLOOR DRAIN d c 0 0 C---• J STOP GATE CC COOLING COIL o� a t ' FLOOR SINK a w z PRESSURE SWITCH AND C- 3 SLIDE GATE DRAIN TRAP GAUGE WITH WAFER TYPE w -&-) Ls— PRESSURE SENSOR ® HEATING COIL � F 1 SLUICE GATE w X PIPE SUPPORT(IN PLAN ONLY) I- ■■••■■i T CONDENSATE TRAP MOD AUTOMATIC DAMPER, MOTOR OPERATOR � - BACKWATER VALVE I U -- BACKFLOW PREVENTER w I- VENTURI TUBE _: ST_ - DUCT SILENCER OR SOUND TRAP 0 v M H--- MAGNETIC METER VD VOLUME DAMPER(MANUAL OPERATION) c a) E 1 I ORIFICE PLATE AND FLANGES aril FILTER o w Co 0 BMW LOUVER AND SCREEN •E a li ROTAMETER .-��., -11►-_ a ---► UNIT HEATER N O CO N csse PROF ��`� Q I iv 4.4, so vi III FLOW SIGHT GLASS 1.,_ ,C. �' 6 40 --A,-A-hi a OREGON -F S'9, 20 ' q 4 BLUNT EXPIRES: 12-31-07 N T o SCALE WARNING SUBMITTED BY MECHANICAL SHEET: 12 OF 59 0 0 14 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 r DURHAM WASTEWATER TREATMENT FACILITY z 1 . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE `` GENERAL MECHANICAL DWG: 000-GM-00' .o NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION LEGEND, NOTES o NOT MEASURE 1 Our 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 o FRAMING SUPPORT UNISTRUT 3 ," L N 1/2 x /4 FLAT BAR. FRAMING SUPPORT, UNISTRUT SERIES GRINNELL/POWER-STRUT 0 • 0 • /4 CONCRETE SEE SPECIFICATIONS. WHEN USED WITH PVC OR FIBERGLASS o P-5500, GRINNELL/POWER-STRUT SERIES PS-150 < SERIES P-5500, ° J • ° 4° 0 SERIES PS-150, OR EQUAL AT 5'-0" O.C. 4 • °4 . o r} ° ° r1'7 . o ANCHOR W/ HEX NUT AND MINIMUM /2 DIAMETER PIPE, PROVIDE STEEL SHIELD WITH o ( OR EQUAL AT 5 0 00 MAX UNLESS OTHERWISE MAX UNLESS OTHERWISE SHOWN ° LOCKWASHER (TYPICAL OF 4) c.) WITH TWO HEX NUTS LOOSE FIT AROUND PIPE AT CLAMP: •.4o SHOWN 4 SEE SPECIFICATIONS G°0 P ° „I;; ;;I i 0 °• AND LOCKWASHER Q FOR COPPER TUBING WRAP WITH 2" ` '• - — - ° 'Z' FITTING UNISTRUT SERIES P-1479, .; o WIDE STRIP OF RUBBER FABRIC 4' , PIPE CLAMP GRINNELL/POWER-STRUT SERIES - —- -I: - — I--1 =- GRINNELL/POWER-STRUT NO PS-756, OR A 111 r J OVERHEAD CONCRETE, EXCEPT ADJUSTABLE LINKED CORE DRILL HOLE THROUGH ( 3126, UNISTRUT 2558 OR EQUAL. WHEN USED -- , EQUAL. (TYPICAL) PL X 8 X 0-8' RUBBER SEAL PRECAST TEE BEAMS CONCRETE WALL 0 . ° D. i WITH PVC OR FIBERGLASS PIPE, PROVIDE ° 4 ° % MINIMUM C °' ° °PIPE CLAMP UNISTRUT SERIES P-2558 PIPE THRU WALL`" ° ' ' \ri STEEL SHIELD WITH LOOSE FIT AROUND PIPE X GRINNELL/POWER-STRUT SERIES PS-3126 0 Z TO SUIT PIPE 1 ------ `t L� F l., X ° , AT CLAMP. FOR COPPER TUBING, WRAP WITH ° ° ''�� OR EQUAL (TYP). WHEN USED WITH PVC U BOLT GRINNELL FIG 137, TOLCO OR FLOOR ��:�:-:�N. ° ► 2 WIDE STRIP OF RUBBER FABRIC - �`' FIG 110 OR EQUAL {TYP). WHEN WET SIDE OR FIBERGLASS PIPE, PROVIDE STEEL 3`V ' I i 5 SHIELD WITH LOOSE FIT AROUND PIPE /6 , ;; USED WITH PVC OR FIBERGLASS �-- - / I WHERE LENGTH EXCEEDS 3`-0" PROVIDE Fn 0 Q �_ :'.;:„:':;.;:r-,,;:•- to 0 0 0 4 I INTERMEDIATE SUPPORTS AT MAX 3 0 00 p • ,►" AT CLAMP. WRAP COPPER TUBING WITH h- PIPE, PROVIDE STEEL SHIELD c� �� WITH LOOSE FIT AROUND PIPE AT DRY OR �� (1) • • i - —_ p , I�II/� 2" WIDE STRIP OF RUBBER FABRIC , Ilia sir P-5547, GRINNELL/POWER-STRUT F- ° o o NON-SHRINK CLASS II GROUT 0 ,,�� I '� UNISTRUT NO P 5547, GRINNELL/POWER STRUT , z U BOLT. WRAP COPPER TUBING o° 0. Q• - — -- ---,- 0 , , NO PS-2648 OR EQUAL (TYPICAL) - —- -I-�-==. —-,, -' l: - WHERE LENGTH EXCEEDS 3 -0 PROVIDE J 360° WITH 2" WIDE STRIP OF SEE NOTE 2 mil 1� H. . _ Q Q. I 1.- • o �� -- 0 O INTERMEDIATE SUPPORTS AT MAX 3 0 I THICK RUBBER FABRIC I J 0 ° �� D _ U FITTING UNISTRUT NO P-5547, GRINNELL z 4 ° '� O.C., UNISTRUT SERIES P-1479, GRINNELL/ (;� I I I POWER-STRUT NO PS-2648 OR EQUAL (TYP) —0- � POWER-STRUT NO PS-756 OR EQUAL (,� 0 z • - — ° . .,ice I� cn I I E- - I� APPLICATION LINK-SEAL MODEL w ir Y2`" CONCRETE ANCHOR, o ° p �/2" CONCRETE ANCHOR, ►�.5 Y 0 „I,; A I °° ° ;,i,; o , WITH NUT AND LOCKWASHER (TYPICAL) ° % WITH NUT AND LOCKWASHER (TYPICAL), (,;_ -1 ° ° ° . 1-0 i� ° I --� ALL S-316 SEE SPECIFICATIONS SEE SPECIFICATIONS. ° I 0 C4 X 7.25 LENGTH TO SUIT p °ii'�� 4 ° 0 -- -° r ° [L ' NOTES SPACE T 5'-0" OC AX MUM aj �� o i _„ , UNLESS OTHERWISE SHOWN TO SUIT CLAMP 1. FOR FLANGED PIPES, USE EXTENDED PIPE - NOTES: v NOTES: - NOTES • �'"` "'I' ° ° ; ' _ SUPPORT AS SHOWN ON DETAIL M-103. ° o NOTES: ANCHORS o %%/ 2. THIS PIPE SUPPORT IS LIMITED FOR PIPES 4" MAX 1. THIS PIPE SUPPORT IS LIMITED FOR PIPES 1. PENETRATIONS THROUGH ALL CHEMICAL CONTAINMENT AREAS SHALL a� 1. ALL PARTS, PIPE CLAMP, NUTS, LOCKWASHERS, 'F 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION BE SEALED WITH NON-SHRINK GROUT AS NOTED AND SEALED WITH N • • e UP TO 2 DIAMETER, INCLUSIVE. UP TO 4" DIAMETER, INCLUSIVE AND SHIELDS TO BE TYPE 316 STAINLESS STEEL __y„+ Mill 3. FOR ADDITIONAL REQUIREMENTS SEE FACE OF WALL 2. FOR ADDITIONAL REQUIREMENTS SEE 'PIPE SUPPORTS'. POLYAMIDE EPDXY PAINT PER SPECIFICATIONS. 2. THIS PIPE CLAMP IS LIMITED TO PIPES UP TO 4" DIAMETER INCLUSIVE • - SPECIFICATION SECTION 'PIPE SUPPORTS'. SPECIFICATION SECTION PIPE SUPPORTS' 2. THIS PIPE SUPPORT IS LIMITED TO PIPE SIZES '/2" THRU 12" DIAMETER. 2.OMIT GROUT AND COATING FOR DRY ABOVE GRADE PENETRATIONS. 3. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATIONS SECTION 0 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 SHALL BE TYPE 316 STAINLESS STEEL. o FACE OF WALL 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 r' POWER-STRUT NO 2601 OR EQUAL (TYPICAL) .-ce_--';) PIPE CLAMP, GRINNELL/POWER-STRUT SERIES FOR BASE MOUNTING, F_ , 1" 1,_ 3126, UNISTRUT 2558 OR EQUAL. WHEN USED USE FOUR /4 DIAMETER 1 6 3 > <TYP.9)0.a . o I I !- W/PVC OR FIBERGLASS PIPE, PROVIDE STEEL STAINLESS STEEL /6 ° I Iii- SHIELD WITH LOOSE FIT AROUND PIPE AT CONCRETE t=- 5 <%'' ° ; I , CLAMP. FOR COPPER TUBING, WRAP WITH 2" ANCHORS W/ HEX NUTS EL z o 1 - WIDE STRIP OF RUBBER FABRIC (TYPICAL) AND LOCKWASHERS J 0 ° ° A i 1 r". FRAMING SUPPORT , UNISTRUT SERIES AS SPECIFIED F ' P-5500, GRINNELL/POWER-STRUT SERIES PS-150 - ° • ' ' '_ . '� 'n OR WALL MOUNTING, T OTHERWISE NOTED (TYPICAL) UNLESS I USE FOUR %" DIAMETER STAINLESS STEEL �/2" DIAMETER FACE OF WALL 8" X 4" X 1/4" BASE PLATE I CONCRETE o e CONCRETE ANCHOR W/ n OR CEILING W/ TWO 7/8" DIAMETER HOLES ANCHORS W/ HEX NUTS NUT AND LOCKWASHER a V- FLUSH MOUNT (TYPICAL) _ 4" (MAXIMUM) 101/2" RADIUS 7" RADIUS ASDSPECIFIED O LOCKWASHER SEE SPECIFICATIONS--- =_�)- AS REQUIRED 3 "" FRAMING SUPPORT, UNISTRUT A a ° n I I . .. _I- /4 RADIUS (TYPICAL) SERIES P-5500, GRINNELL/POWER-STRUT = o I I i_ I 1 ; ; N SERIES PS-150 OR EQUAL AT 5'-0" OC ' = a I E _ :4 i . I il- -- -UNLESS OTHERWISE NOTED (TYP) 0 1 � - .� t I , - - , 4 HOLES, z , , 4 o0 t ' r i I 7/6" DIAMETER 1 '" DIAMETER CONCRETE J 0 , , �""_ , ANCHOR W/NUT AND LOCKWASHER (TYP) 1 1 I ' __ - • ®• d ; ; �_ - V E I I i cv 'Z' FITTING, UNISTRUT SERIES P-1479, GRINNELL/POWER-STRUT NO PS-3060 -G OR EQUAL (TYPICAL) . ° • 51/2� ►) k 1/8 (TYPICAL) NOTES: ° EXTENDED (TYP) NOTE: 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-STANDING, PROVIDE TWO N 2. FOR ADDITIONAL REQUIREMENTS SEE STAINLESS STEEL ANGLES 2 X 2 X %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. v SHALL BE TYPE 316 STAINLESS STEEL. 0 0 0 PIPE SUPPORT FOR INDIVIDUAL HOSE RACK E �, PIPES REV 042202 M-139 REV 061901 M-825 �� O z (FOR PIPE fi" DIAMETER AND SMALLER) in w 2 w t- o) U_ 2 w I 0 4. c a) E % 0 z w 'v E a) -E L m 0 a 3 a N 0 AO PROP co e- L •��4;f4INBg- _ ._rN ii- OREGON Al. BLUMP EXPIRES: 12-31-07 N ■ o SCALE WARNING SUBMITTED BY ' �' 0 14 1 DESIGNED MWH S. D. HATTERSLEY 1/18/06 ~P DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 13 OF 59 DwG: 000-GM-002 Z NONE IF THIS BAR DOES DRAWN MWH (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWater Services PHASE 4 EXPANSION GENERAL MECHANICAL o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 Out commitment is clear. DETAILS DATE: 18-JAN-2006 REV DATE BY DESCRIPTION THEN DRAWING IS MWH ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 o NOTES: co to 1. FOR NEW CAUSTIC FEED PANELS AND DISCHARGE PIPING FROM PANELS IN THIS AREA SEE N ELEVATION A ON DWG. 810-M-004. z NEW UNISTRUT WALL 2. NEW CAUSTIC PIPING RUNS AAND B REPLACE EXISTING POLYMER PIPING IN THE SAME LOCATION. N ELECTRICAL CONFLICT SUPPORT (TYP) UTILIZE NEW OR EXISTING UNISTRUT HANGERS, MODIFY EXISTING HANGERS AS REQUIRED. IN THIS LOCATION ri ' PROVIDE NEW CORE DRILLED PENETRATIONS FOR 6" DIAMETER SECONDARY CONTAINMENT PIPE . SEE NOTE 11 AND LINK SEAL. 0 NEW WALL a L PENETRATION (TYP) 3. EXISTING VENT LINE AND TANK OVERFLOW LINES ON EXISTING POLY TANKS SHALL REMAIN. n THESE LINES ARE NOT SHOWN FOR CLARITY. re LI r 4. REMOVE ALL 3" DISCHARGE AND SUCTION PIPING, VALVES AND APPURTENANCES FROM : r PTP 12001 TO FLANGED CONNECTIONS ON EACH TANK. CAP UNUSED TANK PORTS WITH 3-INCH BLIND FLANGES. 5 -, CL 5. REMOVE EXISTING POLYMER MIXERS AND MOTOR MOUNTS (TYP. 2). MIXER SUPPORT ANGLES . A3 U ACROSS TANK SHALL REMAIN. PROVIDE FIBERGLASS REPAIR FOR 8-INCH DIA. MIXER SHAFT B1 v (i EXISTING UNISTRUT HOLE IN TANK TOPS. (TYP BOTH TANKS) SEE PHOTO Ml. B c WALL SUPPORT (TYP au 3 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 n •t DEMOLITION AND DUST ABATEMENT REQUIREMENTS AND PAINT SYSTEM TO RE-SEAL FLOOR OF CONTAINMENT AREA. SEE PHOTO M2. SEE STRUCTURAL FOR REPLACEMENT .s 111%1 FOR NEW UNLOADING GRATING IN THIS AREA. 0 � PORTS SEE DETAIL �1 I1 SECONDARY CONTAINMENT PIPING SYSTEM 2 7. INSTALL BLIND FLANGES ON TANK BULKHEADS (TYP. 2)AFTER REMOVING EXISTING PIPING SEE PIPING TABLE, NOTES AND SPECIFICATIONS 810-M-007 AND RELATED APPURTENANCES. U 8. REMOVE EXISTING 2" POLYMER BLENDING LINE AND ACCESSORIES AS SHOWN. n e 1:::),/1 4 /!!� EXISTING WALL 9. EXISTING TANKS ARE LABELED AS SHOWN WITH SCREENED LINE WEIGHT.REMOVE OLD ee®®,,e°°` •4.,r°®°° ,�� 5 PENETRATION (TYP) LABELS AND RELABEL TANKS WITH NEW TANK IDENTIFICATION NUMBERS. 4 ®.`''® � � ` °■ere '`^'. 0 ea,,eso ( . • 1. �� 5�E Q 10. SEE ELECTRICAL SHEETS AND SPECIFICATIONS FOR ELECTRICAL DEMOLITION IN THIS AREA. �4 k N0' ■ ` i 9 h 11. EXISTING 3/4-INCH PVC COATED CONDUIT RUNS VERTICAL TO A CEILING MOUNTED SMOKE ®'ee® E� :".:`:1..+ QTR DETECTOR IN THIS LOCATION. PROVIDE NEW CONDUIT RUN TO SMOKE DE lu. 5 - _ _ ` __ C N T M E TECTOR, DEFLECTED 051- TO AVOID CONFLICT WITH NEW DOUBLE CONTAINMENT PIPE. °°°0°a a 000 / . 4 ■ A4 ` ° A . . . . . A5 ■ •0 1 „--r—_,,, T 810ST4102 PIPING TABLE ee+ O` O °'°.+ ,'e° I [—ST-12022 RUN DIA. LENGTH* SERVICE NOTES** Al 3" 12' CS BUTTERFLY VALVE PER SPECIFICATIONS SUPPORT NEW PIPE ON EXISTING UNISTRUT WALL BRACKETS. . BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ABOVE THE BUTTERFLY VALVE WITH FLEXIBLE TERMINATION FITTING. ®. GCE L A2 3" 11' CS SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. ' �j A I ' 0 • j® �l n� NY U d° t e e a Re*r `� P (/t ■ r.0 M e,e`'' 1 ,4;. w RfG 0,.. r�1 I A3 3" 48' CS SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN, 81 OST4101 t SECONDARY ,,,er ,®®.°°` ,€ ` ,t' ,., , F. 01Wi A4 3" 2' CS Y CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. ST-12021 ..�° b, .„ch X4 x � r~ A5 3” 3' CS FLANGE AND S.S. BOLT KIT TERMINATE SECONDARY CONTAINMENT SYSTEM ABOVE THE TANK ° — * u A x 5= FLANGE WITH A FLEXIBLE TERMINATION FITTING:14, G■ �ryy ° •° ,, . 3 11' CS BUTTERFLY VALVE PER SPECIFICATIONS SUPPORT NEW PIPE ON EXISTING UNISTRUT WALL BRACKETS. ° "°`'` qz,,-Y' 'p BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ABOVE THE BUTTERFLY VALVE WITH FLEXIBLE TERMINATION FITTING. Ce■ + �+� �. � i5 r . B2 3 10 CS SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. — . ede ■ '. ^','7 "y .k*soh .. `4• I a e: if tk++ # B3 3" 38' CS INCLUDE (4) 45° BENDS TO AVOID CABLE TRAY 'r°■, ' Q4 �� . çT4;_ SUPPORT NEW PIPE ON NEW UNISTRUT WALL BRACKETS. SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. °■+ L i _ B4 31, 2' CS SECONDARY CONTAINMENT PIPING SHALL BE INSTALLED ON THIS RUN. 0 ♦* *St t i i i o ��i�`-.. • t 0*.a �,1..<:,.+ .. *,a x' ' . Z 050 `:"`'```• '!4 ;- " ' '�° +`:.... �' �` �` 3" 2' CS FLANGE AND S.S. BOLT KIT TERMINATE SECONDARY CONTAINMENT SYSTEM ABOVE THE TANK 1.i AGO 0 "� - °r°.r A ,4 --• ,°;® :: + FLANGE WITH A FLEXIBLE TERMINATION FITTING.dp0 ca ca K1 G 00 0� ... a°-- :t ,. . � a;4 Cl,C2 4" 1 CS BUTTERFLY VALVES PER SPECIFICATIONS. V oi9- ,e 0,0 M ELE E 1 111 ,e••`' ' ET C3 4" 16' CS SUPPORT NEW PIPE ON EXISTING UNISTRUT WALL BRACKETS. V D1 Q'FE 3" x 34" BUSHING. NEW 3" DIA. CORE DILLED WALL PENETRATION 'e V WITH LINKSEAL. �' S pf 5 -*4.- ° 's �T 15 OIL w E � - , . .4 ..��.� L1� �d ER _ 5E a, 4: 0" 5TE /� C4 1" • CS CAUSTIC LINE TO SUCTION SIDE OF NEW CHEM FEED PUMPS _ U S : 4 W101° I SCR P� SEE NOTE 1. -� .,° °° E � CO �G I� °°°°° d OM 191'1 Epp 1 FOR LENGTH OF C4 SEE ELEVATION A, SHEET 810-M-004 s EF ° elk of z NQT °°°°••. LIrJ * PIPE LENGTHS AS IDENTIFIED IN 6- INCHES. THIS TABLE ARE REPRESENTED TO THE NEAREST 6 INCHES. Li) °°'`° ■' CONTRACTOR SHALL INSTALL PIPING TO FIT FIELD CONDITIONS. E '`'y`�``" ra ....4 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. p.. CONTRACTOR SHALL PROVIDE FITTINGS AS REQUIRED. v a) If © `= . = ISOMETRIC ED PROF o POLYMER ROOM ... IN sip c.. 4, h 8� NTS .� 50407 6 ir —A, "-- ._..1. it OREGON -OF 46'g, 20 1 '1. BLU0 P EXPIRES: 12-31-07 N ✓ � M SCALE WARNING SUBMITTED BY r' 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 ~r/ DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 15 OF 59 6 NONE (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� CHEMICAL BUILDING DWG: 810—M-002 ID IF THIS BAR DOES DRAWN C KITTS C1eanWateY Services PHASE 4 EXPANSION CHEMICAL SYSTEM IMPOVEMENTS THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 Out commitment is cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 POLYMER ROOM ISOMETRIC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO 6188 tf) d• tV (0 O O N (— EXISTING HPA z ¢ CONNECT TO EXISTING X," FEED LINE DURING N APPROPRIATE SHUT DOWN PERIOD OF HYPO. FOR LOCATIONS OF NEW CORE DRILLED PIPE PENETRATIONS SEE PIPING TABLE iii SYSTEM. SEE 810-M-005 FOR SEQUENCING PLA ELEVATION A, DWG. 810-M-004 o 44 RUN DIA. LENGTH* SERVICE NOTES** s 4i -5- 4 rE CHEMICAL BUILDING SCRUBBER a. c)P�p'�,yam ROT p.�� 0 Q4 re I5T',IF)) Al l " NOTE CS FOR LENGTH OF Al SEE ELEVATION A, ON DWG. 810-M-004 0 P 8� NOV OR A2 �i " 4' CS . c5 �r P H -' A3 e 13' CS 4)- C� a A4 1 " 4' CS NEW WALL PENETRATION WITH LINKSEAL. BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ON THE NORTH ._ 0 SIDE OF THE WALL PENETRATION WITH A FLEXIBLE TERMINATION FITTING. .c 1 O NEW UNISTRUT rr a2 PIPE SUPPORTS A5 V 15' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ D (TYP 3 PLCS.) LENGTH OF A5 INCLUDES ALL PIPING FROM A4 TO TEE CONNECTION INTO EXISTING. END SECONDARY CONTAINMENT PIPE SYSTEM CLOSE 0 3 t A3 TO THE TEE BRANCH WITH A FELXIBLE TERMINATION FITTING. C e6 �` 6 . 1.0> Jf HEADWORKS SCRUBBER 3 B1 1 : NOTE CS FOR LENGTH OF B1 SEE ELEVATION A, ON DWG. 810-M-004 r 0 0/ ,4 7 N ` 1'C ` B2 le 4' CS jii j B3 3 " 13' CS 1 EXTEND EXISTING �2 '�� B4 " 4' CS NEW WALL PENETRATION WITH LINKSEAL. BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ON THE NORTH } B UNISTRUT SUPPORTS � �Qi YP 3) n (; SIDE OF THE WALL PENETRATION WITH A FLEXIBLE TERMINATION FITTING. i i jj 'W M, � rr r g SIN P. B5 13' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ D (TYP 3 PLCS.) B6 3 CS . c2 Y ,, Os(r)p0 � ,� °44��, � rr r r 3�� O OT B7 8 CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D. Al Q1 ►� 2'�9 I'R � V NI5 TAP. Q1 B8 e 2 CS END SECONDARY CONTAINMENT PIPE SYSTEM WITH A FEXIBLE TERMINATION FITTING. PAS Q { '� " r NJ POR Ai B9 e 11 CS . W B10 14,, 6' CS \ B11 2" 6' CS PENETRATE EXISTING FRP GRATING. SEAL CUT FRP PER SPECIFICATION. ® B12 2" 14' CS NEW CORE DRILL WITH LINKSEAL, WALL PENETRATION ± 6" FROM BASE OF SUMP. = PRIMARY CLARIFIER SCRUBBER -k-k-,N, _)" \ 1i�: NOTE CS FOR LENGTH OF Cl SEE ELEVATION A, ON DWG. 810-M-004 C2 14" 4' CS 47 c-- FOR CHEMICAL FEED PUMPS AND C3 1L" 13' CS r;%. ` ADDITIONAL PIPING IN THIS AREA„ , %Ikt,,,” ti, SEE SHEET 810-M-005 C4 li " 4' CS NEW WALL PENETRATION WITH LINKSEAL. BEGIN SECONDARY CONTAINMENT PIPE SYSTEM ON THE NORTH 0-P Q'P ti SIDE OF THE WALL PENETRATION WITH A FLEXIBLE TERMINATION FITTING. t-1,*,*, 411%1 ,i, VI*. ** 4.,- . ., C5 W 13' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D (TYP 3 PLCS.) -`=' '=.' `<• ;1:7 C6 l " 3' CS � C7 � " 8' CS CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D. co B -D. s '**4"4•■ 1 C8 NI- 1i " 2' CS END SECONDARY CONTAINMENT PIPE SYSTEM WITH A FEXIBLE TERMINATION FITTING. NI-0 9 TE F1 FOR PIPE PENETRATION DETAIL 11 r m RI E C IN THIS AREA SEE C9 e 11 CS . 0 er40 LIB 5 71 11 3 Cl0 l " 6' CS -ci APO FER®R� w E f� X15 0� �1 TQ 810-M-007 C11 2" 6' CS / H PENETRATE EXISTING FRP GRATING. SEAL CUT FRP PER SPECIFICATION. 1'RI' 4A E2 ,TI �5 0 12 AO OR C12 2" 14' CS / H NEW CORE DRILL WITH LINKSEAL, WALL PENETRATION ±�� T 2 c pV� �� , ETRATION _ 6 FROM © c1 14AO13E3 BASE OF SUMP. Z 5� TI c HYPOCHLORITE TRANSFER PUMP AIR SUPPLY Lu ° A�' ITE D1 �l" 3' HPA CONNECT NEW OR ' w O LQR 4 CO C TO EW O EXTEND EXISTING UNISTRUT AS REQ D (TYP 3 PLCS.) w E � I CONNECT INTO EXISTING HPA WITH TEE CONNECTION. M � IER ISOMETRIC . r, , Go GO O I ET RIf EXISTING HYPOCHLORITE FEED AREA D2 4 3 HPA . Q AN LIB ALA QED R� NTS D3 1/" 1' HPA w PR D4 14. 8' HPA CONNECT TO NEW OR EXTEND EXISTING UNISTRUT AS REQ'D. o D5 1/" 3' HPA . 10 C D6 1f" 11' HPA . S D7 1/4. 5' HPA . o z Ili HYPOCHLORITE TRANSFER PUMP DISCHARGE 'O 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 -A BASE OF SUMP. TT a * PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. N CONTRACTOR SHALL INSTALL PIPING TO FIT FIELD CONDITIONS. QED PROT61., a ** PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE ��'4,"n i' to. ° ISOMETRIC DRAWINGS DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. ��`' 5040 , CONTRACTOR SHALL PROVIDE FITTINGS AS REQUIRED. A :ir. OREGON �‘" `'WY 9, 20 f 4 BUN* EXPIRES: 12-31-07 N 1 r o SCALE WARNING SUBMITTED BY ■ Lo 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 ~7 DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 16 OF 59 "6 NONE ' I (PROJECT MANAGER'S NAME) LICENSE NO. DATE `1� CHEMICAL BUILDING DWG: 810-M-003 IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS o THEN DRAWING IS 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 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 to 0 to O N O < SCHEDULE ti N MARK SIZE DESCRIPTION iii CU CD 1/2" PRESSURE RELIEF VALVE AND BACKPRESSURE VALVE TYPICAL (3) SETS. SEE 0 o SPECIFICATIONS. PROVIDE CLEAR PVC DRAIN LINES FOR THE THREE VALVE a ASSEMBLIES. 2D -- GRUNDFOS DIGITAL DOSING PUMP (TYP. 4) SEE SPECIFICATIONS. Y 30 1/2" CALIBRATION COLUMN. SEE SPECIFICATIONS. J CY) s 4 112"x1/4" BARBED CONNECTION. 1/2" UNION WITH 1/2"x1/4" MALE CONNECTOR AND 0 1/4" STAINLESS STEEL HOSE CLAMP. U) v 0 1/4" 0-30 PSI PRESSURE GAUGE. SEE SPECIFICATIONS i. 3 NEW 2" DIA. CORE DRILLS 60 1/2"x1/4" GAUGE GUARD. SEE SPECIFICATIONS THROUGH EXISTING WALL. CENTERED BETWEEN 6" LPAAND 4" NPW Q 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 ni Q. EXISTING 4" DILUTION WATER iti - 0- 470 '.* - / -- 0 -- ("EL. 182.0 r:> n EiiMuiuiiiauiiaiaui•iiaaiiuiui•uiniiuuaiuuuumuuivaIUMMIMiiuMiENEMEM ii•ivaai■iami■aiia■uiauai ••am•uu••ua•uai•uaa• - 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 PUMP ASSY. PUMP ASSY. M1 NEW UNISTRUT BRACKET TOLCO Q 0 Ei BR-13 OR EQUAL. ROTATE CHANNEL 7-le CS (TYP 3) 0 0 i TO ACCOMODATE PIPE CLEMPS -- Q (TYP 2) •a O 0 © -- , •4 a ' 41 0 . --- i v. iii 0 • I '111 1 • 0 DEMOLISH EXISTING ELECTRICAL, - • .. SEE NOTE 3 TOP OF CONC. • ► , I .C) - CONTAINMENT i -- .. U . WALL EL. 173.5 ,_ IN .. I s - # i 0 ' 0 o 0 0 6 - O II CD 1. I. n r EE I • • ■ I I •0) NEW FRP GRATING, SEE • 94" CS • a) DWG. 810-S-001 T s .�. • 1 - tc Z i 1 i I r (D I i (j) i f ED Ili 1 I I EL. 170.00 w sammummummumnummuumusiummummanummumnummxiimmuumumuommEnumunmomummuummumeummommummummummumummuummum >- I 3/4 x 1/2" TEE 810P4103 810P4101 (0 I DRAIN LINE (TYP 3) M-139 NEW UNISTRUT I (TYP.) NTAI PIPE SUPPORT (TYP) CONTAINMENT SUMP w I ( 810P4102 I I 4U I I "10 I EL. 168.00 C - 1) , D ' • p p ' • Z v o w O 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 I A i SHALL BE 14" CLEAR PVC FLEXIBLE TUBING. .o SCALE: %" = 11-0" 810-M-001 ci 2. EXISTING HANDRAILS IN THIS AREA SHALL NOT BE USED TO SUPPORT OR ` ' y BRACE ANY NEW CONSTRUCTION. ROs 0. 3. SEE ELECTRICAL SHEETS AND SPECIFICATIONS FOR ELECTRICAL DEMOLITION 4;3cS°I N88 `�� c� •�``' 50407 IN THIS AREA. '� tor,._ ai isr-7,- A iLL. OREGON S-41,66/1'9, 24/3‘ ,, • BLUO EXPIRES: 12-31-07 N o SCALE WARNING SUBMITTED BY MECHANICAL SHEET: 17 OF 59 0 �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 . DURHAM WASTEWATER TREATMENT FACILITY z V'= 1'-p11 _ I (PROJECT MANAGER'S NAME) LICENSE NO. DATE CHEMICAL BUILDING DWG: 810-M-004 IF THIS BAR DOES DRAWN C KITTS CleanWatec Services 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 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 o SHALL BE IN PLACE, TESTED AND COMPLETE PRIOR TO THE WORK ° 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. ili a] a 3. SHUT DOWN HYPOCHLORITE SUPPLY LINE AT EXISTING VALVE 'A'. EAST WALL SOUTH WALL WEST WALL ._..- °. A. INSTALL NEW 1-INCH HYPOCHLORITE BALL VALVES 'B'AND 'G' ...• 10'-0" 8'-0" ON EXISTING HYPOCHLORITE FEED LINE ON THE WEST WALL N AS SHOWN AND RECONECT TO EXISTING HYPOCHLORITE LINE. - �/" HPA TO HTP 810P4106 7.-- � B. REACTIVATE THE HYPOCHLORITE SUPPLY LINE. THE EXISTING I p 3/4 CHEM FEED TO ,c METERING PUMPS ON THE SOUTH AND WEST WALLS SHOULD �•. 8 r-10�! _ CHEM. BLDG. SCRUBBER o REMAIN FULLY OPERATIONAL. I , UV) Q I I r 0 8 4. RECONFIGURE EXISTING FEED WATER PIPING. w z z 14" CS FEED TO HEADWORKS 0 A. SHUT DOWN EXISTING FEED WATER SYSTEM. MAXIMUM SHUT O � I r • DOWN DURATION FOR FEED WATER SYSTEM IS 6 HOURS. -,J *1/ " CS FEED TO PRIMARY CLARIFIER -J I I B. CONSTRUCT NEW FEED WATER PIPING AND ASSEMBLIES , I ALONG EAST, SOUTH AND WEST WALLS TO POINT 'D'AS SHOWN. o I CLOSE VALVE 'F'. THE EXISTING FEED WATER LINE BEYOND 0 � + POINT 'D' WILL BE USED AS A TEMPORARY FACILITY. REMOVE w I w AND CARTRIDGE FILTER AS SHOWN. z m AND RELOCATE RPBD, m TEES AND TRUE UNION BALL VALVES FOR THE NEW CHEMICAL -- I PUMP DISCHARGE LINES ON THE SOUTH WALL SHALL BE I I W INSTALLED AS PART OF THIS STEP. CONNECT TO THE EXISTING S ' U _ � I I PRIMARY CLARIFIER FEED WATER SYSTEM AT POINT 'C'. I I C. REACTIVATE FEED WATER SYSTEM AND RESTORE FEED WATER z TO THE EXISTING HYPOCHLORITE PUMP ASSEMBLIES. I I i + M I I 5. RELOCATE THE EXISTING PRIMARY CLARIFIER HYPOCHLORITE PUMP. [LE MIMI PERMANENT DISCHARGE LINE + FROM NEW CHEM. FEED PANEL ooium A. REFERENCE PHOTO M5. THE EXISTING CHEMICAL FEED PUMP EXISTING CONTROL PANEL ON THE SOUTH WALL FEEDS THE SCRUBBER FOR PRIMARY 3/4 DIAPH.X AND INSTRUMENT MONITOR CLARIFIERS 1, 2 AND 3. -6 1 ° SEE PHOTO M7 EXIST. FEED WATER LINE 0 13 3/4 x 1/2 (TEMPORARY USE) L POINTE B. INSTALL TEMPORARY WALL BRACKETS ON THE EAST WALL TO 4 CO 0 0 (TYP 2) I �:� :.i 14 ao■es .•.. MATCH THE LAYOUT OF THE EXISTING PUMP AND PIPE SYSTEM ' to� , POI NT D ,'s+`; •' `BRACKETING. BRACKETS SHALL BE INSTALLED ABOVE THE % .L , i , •r N . I . ' .t. .i. 9 •,� `�',_ E DEMO EXISTING MERCOID HOUSEKEEPING PAD FOR THE REMOVED WATER CONDITIONING : a I iii:.) ASSEMBLY AND ELECTRICAL TANKS. AVOID CONFLICT WITH FUTURE COMPONENTS OF WORK. • " o , O ■ T ■ I 2. ' [.] DISCHARGE PORT FOR "" " ' COMPONENTS. c:��■■■�■:: I [.] . I POINT C C. SHUT DOWN HYPOCHLORITE PUMP. MAXIMUM SHUT DOWN ' 15 • 12 EXISTING HYPO. DURATION FOR CHEMICAL FEED TO THIS SCRUBBER IS 6 HOURS. I �►' J ` ■Iiikiiiml .a VALVE F PUMP. 1 D. RE-LOCATE EXISTING PRIMARY CLARIFIER PUMP TO THE NEW -- 810P4105 I ,, \ , \\.., EAST WALL BRACKETS AND CONNECT TO FEED WATER LINE AND Q a 0 0--- 0 © PPLY EXSTING HYPO SU HYPOCHLORITE SUPPLY WITH TEMPORARY PIPING. DISCHARGE + llill .r J th-0 ' a� it TO INITIALLY REMAIN EXTERIOR FOR PUMP SHALL BE TEMPORARILY CONNECTED TO THE NEW r.min "- 810P4104 I SEE NOTE 4 M X (X IN SERVICE. SEE C� DOOR (PERMANENT) YARD SLEEVE AND PVC TUBING RUN TO THE g '+i' '�" _ SEE OTE 6 • �' SEQUENCING PLAN ,, PRIMARY CLARIFIER SCRUBBER. Iw 101 _ • I • U • • N ° / ..... 0 C•: I o 0 : a) 4 414 E. COMPLETE THE FINAL CHEMICAL FEED LINE CONNECTION TO I I■ CD I• Now.] VALVE G THE PRIMARY CLARIFIER INJECTION HEADER. SEE DETAIL 1, �,�� i 11 _ ® T , // 0) ON SHEET 330-M-001. SEE GENERAL ,FOR PIPE CONNECTIONS TO m , v M-825 NOTE 3 THIS + ,_,,,,,� ,HTP AND ACCESSIORIES > Q VALVE A // 0 F. REACTIVATE THE PUMP. 2►, DR- PAGE r w � 1 SEE DRAWING 810-M-006 /' ° 6. INSTALL THE NEW CHEMICAL FEED PUMP PANEL ON THE SOUTH + FOR STRUCTURAL SUPPORT /•WALL INCLUDING ALL ELECTRICAL CONNECTIONS. TEST AND ; `V �f AND FRP GRATING SEE CS a r a, 3/4" H I D RAW I N G 810-S-001 -""' "� / E CALIBRATE THE PUMPS WITH POTABLE WATER. IN il y ' '' N ' I E = EL. 170.0 I I E■■c To 7. TURN OFF F F THE H E EXISTING CHEMICAL BUILDING SCRUBBER FEED uivai■ ■aauua■ialIIMEI uau■■iauuuu■■��n■uuiu■ u■•a■u 1111ME ■�■11■aiuii I�IIIIIII��■��■■■■MIE��■ ■u■■■�RIMI HINE■■E��E■■�wi��■EM��■n��■ ■�E■1 ERI■IM■M IIIMIP��IIIIIII■,�■��■��IIMII�� i PUMP ON THE WEST WALL AND PUT THE NEW PUMP ON-LINE. DEMOLISH EXISTING WATER SOFTENER SYSTEM. "'�� 3/4 x 1/2 CS AND H TUBING COMBINED " 1" HYPOCHLORITE SUPPLY 'z U O LINE. SEE PHOTO M4. SEE ELECTRICAL FOR SCOPE OF FEE TUBE 4 1 (TYP 2) UBE GENERAL NOTES: in 8. TURN OFF THE RELOCATED PRIMARY CLARIFIER PUMP AND PUT ELECTRICAL DEMOLITION. CONCRETE , �`'�- 810-M-007 o THE NEW PUMP ON-LINE, HOUSEKEEPING PAD TO REMAIN EXISTING FRP GRATING TO REMAIN CST HT 1. ALL FITTINGS ARE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. w SCHEDULE RIGID TO FLEXIBLE PIPE 6- 9. ONCE THE OWNER HAS DETERMINED THAT THE NEW PANEL IS MARK SIZE DESCRIPTION I TRANSITION 2. ALL BALL VALVES SHALL BE TRUE UNION UNLESS NOTED OTHERWISE. >- OPERATING SATISFACTORILY, BEGIN DEMOLITION OF THE EXISTING 1 3/4" WATER HAMMER ARRESTOR. 1/2"AND RELOCATED CHEMICAL FEED MECHANICAL AND ELECTRICAL CONTAINMENT SUMP SEE SECTION C 3. ALL PIPING ON CHEMICAL FEED PANEL SHALL BE 1/2 SCH. 80 PVC 0 COMPONENTS ON THE WEST AND EAST WALLS. SEE ELECTRICAL Z 3/4" EXISTING CONBRACO RPBD w/ (2) NEW BRASS UNIONS DRAWING 810-M-006 UNLESS OTHERWISE NOTED. THE METERING PUMP SUCTION AND w SHEETS AND SPECIFICATIONS FOR SCOPE OF ELECTRICAL 3D 3/4" STANDARD 3/4" HOSE BIBB CONNECTION I FOR RIGID PVC SLEEVE DISCHARGE LINES AND CONNECTIONS TO THE AUTO VENT VALVES v DEMOLITION. 40 3/4" TRANSITION FROM COPPER TO PVC. 3/4"x1/2" COPPER REDUCER, 1/2" CONFIGURATION IN SHALL BE 1/4" CLEAR PVC FLEXIBLE TUBING. COPPER FEMALE ADAPTER TO RECEIVE 1/2" NPT PVC NIPPLE. THIS LOCATION (TYP. 3) 0 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 E PRIMARY CLARIFIER. SEE PHOTO M6. PLUG THE CORE DRILLED CD 1/2" CARTRIGE FILTER, SEE METERING PUMP SPECIFICATIONS . TWO TRUE UNION BALL I JOIN AT THIS LOCATION AND UTILIZE A COMMON PVC TUBE TO THE % HOLE IN THE WEST WALL WITH NON-SHRINK GROUT. VALVES, PVC NIPPLES, AND REDUCING BUSHINGS FOR FILTER AS REQUIRED. SCRUBBER. SEE DETAIL 5 ON SHEET 810-M-007. z 6 1/2" PVC PRESSURE REDUCER I EL. 166.0 W It 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 Q 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. PIPE SEGMENT AND DRY FIT. CLOSE THE TWO VALVES, INSTALL 0 1/2" AUTO VENT VALVE (TYP 2) PROVIDE CLEAR PVC DRAIN LINE. SEE METERING PUMP o THE NEW PIECE AND RETURN THE CHEMICAL FEED LINE TO SPECIFICATIONS 6. CLEAR SCH 80 PVC PIPE SHALL BE USED ON THIS ENTIRE HORIZONTAL SERVICE WHEN COMPLETE. MAXIMUM SHUT DOWN IS 1 HOUR. PANORAMIC ELEVATION B RUN. SEE DETAIL 6 ON SHEET 810-M-007 FOR FLUSH VALVE ASSEMBLY. .o CO --1/2" GRUNDFOS DIGITAL DOSING PUMP (TYP. 2) SEE SPECIFICATIONS. SCALE: " = 1'-0" a 12. THE PERMANENT CHEMICAL FEED DISCHARGE LINE AS SHOWN ® 1/2 CALIBRATION COLUMN. SEE METERING PUMP SPECIFICATIONS. 810-M-00� IN RED ON THE DRAWINGS SHALL BE AN UNINTERRUPTED RUN iii) 1/2" DOSING MONITOR (TYP 2), SEE METERING PUMP SPECIFICATION I PRO,�� 0 C` OF PIPE BETWEEN POINTS 'C'AND 'E'. FABRICATE THE PIPE 12 112"x114" BARBED CONNECTION. 1/2" UNION w/ 112"x1/4" PVC MALE CONNECTOR AND �� n INe ss� o. SEGMENT AND DRY FIT. CLOSE THE ISOLATION VALVES, INSTALL �� 47 8,p D THE NEW PIECE AND RETURN THE CHEMICAL FEED LINE TO 1/4" STAINLESS STEEL HOSE CLAMP. ,w �,�7 yr ai SERVICE WHEN COMPLETE. 40 1/4" 0-30 PSI PRESSURE GAUGE. SEE SPECIFICATIONS "";*...__A. ir. CO 1/2" INSTALL 1/2" TEES ROTATED 90 DEGREES AWAY FROM PANEL WITH A 3-INCH PIPE OREGON 13. INSTALL HYPOCHLORITE TRANSFER PUMP AND PIPING. SEE THE RUN BETWEEN THE TEE AND SOLVENT WELD CAP. . •,9, FOLLOWING DRAWINGS FOR DETAILS. c ` 15 1/2" PRESSURE RELIEF VALVE AND BACKPRESSURE VALVE TYPICAL (2) SETS. SEE 4 8LUM 14. SEE ELECTRICAL FOR SCOPE OF ELECTRICAL DEMOLITION. SPECIFICATIONS. PROVIDE CLEAR PVC DRAIN LINES FOR BOTH VALVE SETS TO DRAIN SUMP. EXPIRES: 12-31-07 N o SCALE WARNING SUBMITTED BY cn P BLUMANTHAL MECHANICAL SHEET: 18 OF 59 r 0 /� DESIGNED S. D. HATTERSLEY 1/18/06 o DURHAM WASTEWATER TREATMENT FACILITY (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� CHEMICAL BUILDING DWG: 810-M-005 Z "= 1,-0" IF THIS BAR DOES DRAWN C KITTS Clean later Services PHASE 4 EXPANSION o NOT MEASURE 1" out commitment is clear. CHEMICAL SYSTEM IMPROVEMENTS THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 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 I O O T -V , k § ' L ' L ' N ° ° ° S Q • L ' ° p p p p°� A d A D D p s ilt VALVE G -- TO HPA FLEXIBLE A N D D m L1 CONNECTION ° (TYP) L ' ' L ' ' L ' c > p ° ,p p _ PRESSURE GAUGE o p p p p A 1" H 1/4" HPA `z D • 0 A A I1 a ° - D ' A D ' , D (BELOW) L` L� , p , A A ' A EXISTING tom/ �� ----_ ■ SURGE DAMPENER rr-or-rumrrr 2 CONCRETE WALL I 411111 Ell �� 1 H (ABOVE) ( 810V4101 ,�. I��,___„I o .6F7: t==� P BUSHING AS REQUIRED s '�"'„�� _ 1" SOLVENT FOR HPA CONNECTIONS '' i WELDED BV ~"14! 1 TO PUMP ACCESSORIES EXHAUST N NOTES: SEE ELEVATION THIS PAGE „ 11110641111111 ■.IL 1 H PRESSURE GAUGE 1. SEE SHEET 810-S-001 FOR PUMP CONNECTON Imom: • WITH GAUGE GUARD TO FRP STRUCTURAL MEMBERS. i r: PI 1��1� :=■ C TEE, BALL VALVE AND FLUSHING 41111111111111111/ • LEG OMITTED FOR CLARITY ISM ■r \ '�■."�": 810P4106 ..rte„_ III k 1111111111111111111111111111111111, , , FAI UNISTRUT PIPE SUPPORT I ATTACH TO INSIDE OF 4110 /�"'\ PUMP BASE CHANNEL H LJ Y . A A D ' Y A 1AI , - I L D A A A 1 f A , A ' - D , D y, D p 0)■• PLAN EXISTING 12-INCH EXHAUST HYPOCHLORITE TRANSFER PUMP MUFFLER SCALE: 2" = 1'-0" CONCRETE WALL 5 SECTION B RIGID TO FLEXIBLE SCALE: 2" = 1'-0" CS AND H TUBING COMBINED 810-M-007 PIPE TRANSITION 11 /— FEED TUBE SEE NOTE 4 ON 1/2" CS SHEET 810-M-005 T 10' ± ROADWAY 1. 1/2" H _ / / VALVE B ' / °°, PROVIDE 2-INCH a° j\(/�'/`��/) ► - 1" H ° ' PVC END BELL D 1r' / • .p^ p \\111t.✓✓/"// L' 3 FITTING (TYP 3) p° ' •p tai p D . �� 810-M-007 ' D ir °` ■ - vim. VALVE dJ 1/4" HPA cfl -•n _6 ..-I 4 •• EL. 170 M . 1i1111i1111111i11ii11i1111i/111111i1i1111iii1i11111i/ iii11iit ai/ii11lsiri i11iiuu•uii1111i.iui T 111 Ell 0 TO P 4' I EXISTING PLANTER c T ►∎Al a 0' 4 SUPPORT TO CONCRETE SEE NOTE 2 HEADWALL IN FOREGROUND. '� SEE NOTE 1 •) HPA DRAIN LEG `� � ....::..r. EL. 168 ± (� 1 .•.3 �"— EXISTING CONCRETE ` ° • , °• . HOSE THREAD FLUSHING \ o., p . a • P CONNECTION AND VALVE 2-INCH SCH 80 WALK AND CURB o' 0 810P4106 _ I" HT 24" RAD BEND SEE NOTE 1 o ■ - i - --_ _ __ __ -- ----- -- -- --- - __ _---____ _ _ _ ----- -- w L. 166 �' a • �� 1/2" CST . . D , 1 8"TYP a'� • 1/2" CST `� p °; P°o °p p°o s°; p a° M_111 NEW CORE DRILL ROTATE 36" LONG RAD. a 0 I iw J v I I (TYP 2) BEND DOWN AND DEFLECT PIPE TO ACHIEVE 2.5-FOOT CD �� 1 i2" CS COVER (TYP. 3 w 1" H DRAIN LEG, ROTATE o ( 3) a. u_ : 90 ELBOW AS NEEDED 111111 ■ , D ' 4 TO AVOID CONFLICT WITH ■ : 1 III EXISTING 12-INCH 00 EXISTING 3x3 LEDGER �� CONCRETE WALL 0 z E cuc i s 4 la NOTES: -- RIGID TO FLEXIBLE w w z 810-M-007PIPE TRANSITION 6 • I I 1. SAWCUT EXISTING WALK AT EXISTING CONTROL JOINTS ABOVE NEW CONDUIT RUN. E REMOVE APPROXIMATELY 9.5 L.F. OF 5-FOOT WIDE SIDEWALK. SAWCUT AND REMOVE i___ IU-., p °°p SIMILAR SECTION OF CURB AND GUTTER. D ° ° " ``� 2. CONTRACTOR SHALL REMOVE LANDSCAPING IN THIS AREAAND REPLANT AFTER RIGID TO FLEXIBLE 4 p p INSTALLATION OF NEW CONDUITS. SUITABLE PROTECTION AND WATERING OF NOTES: PIPE TRANSITION 810-M-007 RELOCATED LANSCAPING IS ESSENTIAL FOR PLANT SURVIVAL. a 11 ■. �► A 0 1. FLEX TUBING FOR AIR CONTROL LINES SHALL BE PENETRATIONS THROUGH FRP GRATING HAL D P� `0 1/4" O.D. x 0.040 WALL TYPE 1 GRADE E5 WP 150 S L �� OF�� a BE MADE FLUSH WITH ADJACENT GRATING �� ,�co;x88 SD N PSI POLYETHYLENE TUBING. PARKER PARAFLEX 1" HT RIBS. SEE SPECIFICATIONS FOR ADDITIONAL SECTION `" REQUIREMENTS (TYP) ON s 5°'`°'--- 1%--� OR EQUAL. PROVIDE COPPER / POLYETHYLENE CS AND H TUBING COMBINED --- FOR 2" SLEEVES SEE { ) v . , ....- ili COUPLINGS AS REQUIRED. FEED TUBE TO PRIMARY DETAIL 3 ON SHEET SCALE: = 1'-0" j10..M-001 1 " OREGON LE 2. PIPE SUPPORT FOR PUMP DISCHARGE OMITTED CLARIFIER 810-M-007 -off` �� FOR CLARITY. SEE SECTION B THIS PAGE. ELEVATION A 4 BLUNM0 SCALE: 2" = 1'-0" _ N EXPIRES: 12-31-07 G 0 SCALE WARNING SUBMITTED BY L) co 0 .: 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 � DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 19 OF 59 z AS SHOWN I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ``� CHEMICAL BUILDING DWG: 810-M-006 IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION CHEMICAL o NOT MEASURE 1 Out commitment is clear. SYSTEM IMPROVEMENTS THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 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 1/2" COMBINED HYPOCHLORITE AND CAUSTIC FEED TO PRIMARY 1" HT TO HEADWORKS CLARIFIER SCRUBBER 0 o l� 1/2" CST TO HEADWORKS 0 Z EXISTING WALL LINE d ' I 1 SCH. 80 PVC r:. TRAP PIPING a:.a M-111 I I I I i I 2" SCH 80 PVC SLEEVES (TYP) Q iii EXISTING 4"ABS DRAIN a O 3" ° TYP. 2 M-111 { o .. 3 SCH. 80 PVC I I I 0.1=1: 1=101= 111: : :16 a�,1_-- - -- - - - -� a �, ° • SEAL JACKET TO I. '� d • , CONC. HEADWALL I i �� :. , . , • , . d WITH RTV SILICONE D i I 14 O G ` G ' G li © ° i i t ° D D D N l'// PVC JACKETED D I I 1 , Y BEGIN PIPE RUN Al-B1 PIPE INSULATION I 4 p , D J SEE DWG 810-M-002 ° . p I I I ' . ' o ' ' a ' '03 V// �'.. I I A ° a a 3" BUTTERFLY VALVE ° , D ° , A ° I I I ° ° ° tii , d. . I SEE NOTE 3 ! I I p ° U D , I' , A , ° I I D ' p PLAN I I I 1 111111111 0 11111111 d° i � �� r - - - MA� 11111 EXISTING 12-INCH II RE-USE EXISTING 3" m=` I I ! X1/1 CONCRETE WALL SEE ELECTRICAL � Am= I I I FOR CONTINUATION • A i T QUICK DISCONNECT i�oN� M IF NEW UNISTRUT PIPE T AND LOCKING CAP m=' l Ai 'it ill _ OF BEAM BELOW SUPPORT (TYP. 2) ,T _ I TT - CNI N N OS-12001 -- -- - -- -- ---- - ` - - -- --- -- - I I EXISTING 4"ABS DRAIN � I I - ` -' — 4 1" TRUE UNION BALL VALVE -- -��w��-- -1-- - - - �— _ 1 - -_,�_` - - • - - - - - ° AND POLYPROPYLENE QUICK I fi IMIrri� N DISCONNECT HOSE FITTING HIP FOOTPRINT � r I I I I .... I a EXISTING GALVANIZED SUPPORT i / 0 ems= —� °. FRAME TO REMAIN I MN i—ma . , NORTH CONCRETE FACE_____e ° NOTES: OF CONTAINMENT SUMP r ,4• f r 1 I ti INSTALLATION TEE 1. THIS ASSEMBLY TYP. OF TWO IN THIS LOCATION. SECTION SEE SPECIFICATIONS 2. SEE SPECIFICATIONS FOR NEW SIGNAGE IN THIS AREA. UNISTRUT SUPPORT SECTION 61/2" 61/2" 8" .tea r"� mmo 1 3. OPERATING HANDLE FOR NEW BUTTERFLY VALVES SHALL ill111 PENETRATE THE INSULLATION JACKET. 1111111 UNISTRUT BRACE (TYP 2) EXISTING GRATING-- HORIZONTAL AND VERTICAL NOTES: CAUSTIC UNLOADING STATION (TYP) 111111111 ( ) 11111111 1. EXISTING 1 14" TRUE UNION BALL VALVE ON SCRUBBER DISCHARGE TO REMAIN. 1111111 REPLACE TAILPIECE TO CONNECT WITH NEW PIPING. ' 11111 DETAIL I 2 I DETAIL 3 1 ,111 2. EXISTING UNISTRUT SUPPORT IN THIS AREA TO BE REMOVED. SCALE: 1" = 1'-0" 810-M-002 GW SCALE: NTS S 10-M-006 CHEMICAL BUILDING pH AND ORP SENSOR TRAP DETAIL I 1 SCALE: 1" = 1'-0" 810-M-001 v1.----1 N: 0 0 m o ROTATE BEND TO ALIGN DOWN LEG CLOSE TO WALL. PROVIDE E ADDITIONAL SUPPORTS AS ,i SHOWN ON 810-M-005 o Z O PVC UNION — MT x INSERT MALE PVC CONNECTOR ' EXISTING WALL - o (REDUCING WHERE REQUIRED) "1 SCH. 80 PVC PIPE i w DIAMETER VARIES /2" BALL VALVE s S.S.SS HOSE CLAMP 1/2" SCH 80 PVC ' I �� (0 FROM PRIMARY `� J ,� CLARIFIER '�. PIPE SUPPORTS 1/2 SCH 80 PVC CAUSTIC PUMP FROM PRIMARY CLEAR PVC VENT LEG AND _ j _,,,,,_� _ / - CLARIFIER ' FITTINGS FROM TEE TO T DISCHARGE END v - HYPOCHLORITE ��.. . .4. ill /,t_ PUMP MT x INSERT MALE PVC CONNECTOR 1" x 1/2" TEE ON 0 _.___., -- HYPOCHLORITE I S S.S. HOSE CLAMP SUPPLY LINE CD FLEXIBLE TUBING 41��111111�11�11�1111�11��111 =-E a • 4/ 1 1 I I 1 I _4 4 4 DIAMETER VARIES E NOTES: CONTAINMENT SUMP • , •4 4 E 4 4' 4 • © r .cg 1. THIS DETAIL APPLIES TO ALL FLEXIBLE TO RIGID PIPE TRANSITIONS o - - UNLESS NOTED OTHERWISE. t •o � � 1/2" PVC TUBING TO PRIMARY N a. TYPICAL BARBED CONNECTION CLARIFIER SCRUBBER HYPOCHLORITE FLUSH VALVE ASSEMBLY ° FLEXIBLE TO RIGID PIPE TRANSITION <0 PRO/- � GIN*,, o 0. c, 4-r S ; 50 c-- DETAIL 4 DETAIL 5 DETAIL 6 '� —�-. L= SCALE: NTS _ SCALE: NTS 810-M-005 SCALE: NTS 810-M-005 -o OREGON v 4,/y 9, 20 �Q. Al. 8LUo0 EXPIRES: 12-31-07 N CE) SCALE WARNING SUBMITTED BY 0 % 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 r DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 20 OF 59 z° AS SHOWN ' C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE ater` Services CHEMICAL BUILDING DWG: 810-M--007 o IF THIS BAR DOES DRAWN K CleanW S vices PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DETAILS 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 N r POINTA co STANDARD SCH 80 EXISTING 1/2" TRUE UNION BV z FOR CONTINUATION SEE PVC 45 ° BENDS EXISTING 1/2" TEE WITH PLUG SHEET 000-C-001 (TYP 2) - j N SPRAY NOZZLE COVER �, . _. „ n , � �� co „>. ,_ < n,, �.a-rr„„ __... 24" O ACCESS MANHOLE 20'10 FOUL AIR DUCT WITH BOLT DOWN LI D (FAD) Illif_ _ < �: ,�,, A d AN\CL- G A - Q - 4 T,`A � , 36" RADIUS SCH CONCRETE CURB AR' '''''''''\ OUND a� FOR CONTINUATION SEE 80 PVC BEND ACCESS MANHOLE o 2" PVC SLEEVE SHEET 000-C-001 WITH 1/2" 0 PVC { TUBING 0 III 0S-402 „... ,... , , , L s, , 36" O VENT STACK A a a v C r. /1\ , / ,., ., p ' llMARY LUDGE PUMPING STATION „•., , . . , . .. ' _..... ..' ' , 1 ,, . ,_ t� F- NOTES: 30 O FAD � 1. SEE PHOTO M8 THIS SHEET FOR EXISTING CONDITIONS AT THIS LOCATION. IIIIIIIII I 2. CONTRACTOR COMPLETION OF SHALL WORK RESTORE IN THIS AREA.GRAVEL PAD TO EXISTING CONDITION AT i . , I Aaliki , . 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"w-,"r .c ,- <�.?9 ax ry g � . ..e.y.'^ �"r -» :� � e;��,,_.i. -_ �__, v3e . ; . s ai, -• :.t..�.. :-t + '': <_-;�•=,:^,x `�,,"...-.,;=.rr : . `q �.• f� .�tf M.: + J J i -x : ` ✓w 4Y: d< T •PRI ARY CI_ RIFIE. 3 cz •,� > - � '...t5,-,,,,,:,'•,•• `1�s , ?' t n: � - r< � �± a. ; ?i.I '„�,..e _' ,,,ad,;..�ia;s.1 �.:�.C, x4�:� ,. r�: k tw " ,--:-•.,.'- .9, k + tom .. ,_, - �..,.51�.t� .F, ��" � 5',2 si : ay *R, 4:"4',�kz k. �TrY Y+ . ,r; -„zuY ' T o a � •: � �� Vi N - ••-N-,* ,,- k f - � �u,.'z.•:-, -Y f , . ---> ma'� Y . , ` - w o o « R t,„ ..-_,-4„..-4..--.1„. E . ”> . n 0 p� t 1 —_----------- — x..� � � .sue ,�• -��- ,�:��.,.,,�,, I fix" r �xi � � 3. �• . '? sc'r�.�'�,;,z 3�•. m m co >- cn Q NOTES: ,��.;� = w 1. EXTREME CARE SHALL BE EXCERCISED WHEN TRENCHING FROM POINT A TO THE o y aid .. ..., SCRUBBER CONNECTION POINT. RECORD DRAWING INFORMATION IDENTIFIES THE CROWN OF THE 20" FAD # 4 ” D WITH APPROXIMATELY 2.5 FEET OF COVER. TRENCH DEPTH , ;.��, ,: = SHALL BE ADJUSTED TO AVOID CONFLICT WITH EXISTING UTILITIES. CONTRACTOR Nr Y k E , ,. SHALL REPAIR ALL DAMAGED UTILITIES AT U S HIS OWN EXPENSE TO THE SATISFACTION 5 OF THE OWNER � Z W PHOTO MV QQ 0 PARTIAL PLAN PRIMARY CLARIFIER CHEMICAL FEED CONNECTION tt tii:1111:0 PRIMARY CLARIFIER SCRUBBER to SCALE: 1/4" = 1'-0" U a) O a- N 0 n N [ 'J r L V� V� a• 50407 �' .. 1!)-.. it— OREGON V -0� / EXPIRES: 12-31-07 N �o SCALE WARNING SUBMITTED BY 0 1 1 DESIGNED P BLUMANTHAL S. •D. HATTERSLEY 1/18/06 ~� DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 22 OF 59 AS IF THIS BAR DOES C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE ] ater� Seri PRIMARY CLARIFIER DWG: 330-M-001 s sHOWN DRAWN can v ees PHASE 4 EXPANSION CHEMICAL FEED CONNECTION o NOT MEASURE 1" Our commitment is clear, DATE: 18-JAN-20 06 THEN DRAWING IS K. L. MALLON 65118PE 1/18/06 ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS PLAN SECTION AND PHOTO REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE _ PROJECT NO 6188 r-- a) CO to O N O i Z PIPING TABLE Q 4 N RUN DIA. LENGTH** SERVICE NOTES a. HEADWORKS SCRUBBER CAUSTIC (2" SLEEVE WITH 1/2" CST) ........ ' �° o ,p.•,.°° � °°•.... Al 2" T CST SLEEVE ^ •+• ®,. °°•..e®,•. A2* 2" 4' CST SLEEVE N °°'''° ( tt'° A3* 2" 19' CST SLEEVE NEW CORE DRILL THROUGH CONCRETE WALL ,.•• o�, ..,°'° •..♦♦je♦�� .e• ., 00 •• -' ••°'' .,♦•♦ ('•°'a•. A4* 2" 13' CST SLEEVE o s, •.'''°..°�:.... °♦`'••,.� A5 2" 13' CST SLEEVE to h `•°, ♦e°♦.♦°' i"�-„ j�.�`+.. i . O p,p`)TI ,v ♦.� y '`°•°♦♦ HYPOCHLORITE TRANSFER PUMP LINE (2" SLEEVE WITH 1" HT) (T E SNP .�.° ♦ ° p♦ u Yp. Up JNI -�'�'' ° •e.,., B1 2" 5' HT SLEEVE IUT 0 ,,.•°' ,,.•° ♦pep •♦..,p ♦ e -.4,... B1 °,,.•.0.. .•°°•°•' ,p� `•p..,, B2 2" 5' HT SLEEVE ®°'p,p•°°°a.•® a•�'' ',° �� °••.,♦e.♦ B3 2" 3' HT SLEEVE FLANGE AND S.S. BLOT KIT °°' .......... HYPOCHLORITE FILL LINE (2" WITHOUT TUBING) AV;I' i'': s 34" H Cl 2" 6' H is.: EEC �T I_i .-- G C2 2" 5' H ;I e 02 C3 2" 3' H FLANGE AND S.S. BOLT KIT Ilikta:-. ======•=-= -• HYPOCHLORITE TANK VENT LINE ST-355 D3 ■ �: D1 2" 7' V s® '°•.. `F D2 2" 5' V °� �,! ♦+®°'`° D2 2" 3' V FLANGE AND S.S. BOLT KIT :: : FOR DETAILED - �Y)`�.. .:. Apr TANK LAYOUT �•,+ °°'' SEE DWG. THIS RUN OF PIPE IS EXTREMELY LIMITED IN FREE SPACE. ADDITIONAL EFFORT WILL BE REQUIRED TO CONSTRUCT PIPING RUNS THROUGH THIS CONGESTED AREA 200-M-003 .•°''' ®ae°°°°. 200ST4103 ' ' SEE NOTE 4 ,°.°°''• ..•` °°°°' ** PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. CONTRACTOR SHALL 4. .°°° �- •ea .°�° °00... ° INSTALL PIPING TO FIT FIELD CONDITIONS. hy ■ Grp -,.., .p 7---ee pe litt: itik % .4-3 ...... ' -i+•i i i i OT ,.• .******* .d:. .• . ,°°: +5* 'it r ......$,....„..r.0.0. $., inOixj......r.i...............° fl :i.e.' NI'apOulle .... ;p. co o SEE NOTE 4 .• )CI $;.4* l'()T�/ST1 o °''' S PRiNG IIT ' s lM� NI F S +.... � CH IN -- kiTIN)(INpi. 6 kov AL E H p E fki° Rip E E)CI Al 0� pLY Aeilt H Lig IERFO p ST o' "� S M� H z �N INS F E� GIs Fa O (T\I' T VV rI I(1T NOT i SH dip � •� N .} DTI q� �� IN � �� '� WEw �N SE SIN H QE ❑ q� �� N E INSTALL PVC END BELL w (TYp`p RE ()TE (TYP 2) RA ›■00.'"' NOTES: T'W �'E � TI�p a N 1 v 1. EXISTING CHEMICAL FEED PANELS AND FEED WATER SYSTEMS TO REMAIN IN SERVICE. �, SEE NOTE 5 ■ = 2. UTILIZE ALL EXISTING WALL PENETRATIONS, UNISTRUT HANGERS WITH NEW LINK SEAL UNITS 4--+ ! 4 UNLESS NOTED OTHERWISE. MI .• C c 0 \ E 3. FOR NEW HYPOCHLORITE FEED PANEL IN THIS LOCATION SEE DWG. 200-M-003. o % CUT BACK DISTANCE w 4. FOR MODIFICATIONS TO GRATING IN THIS AREA SEE DWG. 200-S-001. 8" TYP. a 5. ALL 2" PVC SLEEVES FOR CAUSTIC SODAAND HYPOCHLORITE TUBING INSIDE HEADWORKS BUILDING SHALL UTILIZE OPEN BENDS PER DETAIL 1 THIS PAGE. FOR IMPROVEMENTS TO THE NOTES: L EXISTING CHEMICAL UNLOADING O 6. EXISTING 2" HYDROXIDE LINE SHALL BE USED AS A SLEEVE FOR NEW 1" HT TO TANK. AREA SEE DWG. 200-M-004 ,," - 1 1. TUBING SHALL BE PROVIDED WITH SUITABLE SLACK AT EACH BEND TO Ts �o�'�,i 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, o,Q o,,S, ci SEE CONSTRUCTION SEQUENCING PLAN SHEET 200-M-003 AND REFERENCE PHOTOS. 2. CUT BACK DISTANCE MAY BE SHORTENED ON ONE LEG AND LENGTHENED o ON THE OTHER TO SUIT FIELD CONDITIONS AND PROVIDE SMOOTH BEND ��p pROi 8. APPROXIMATELY 50 FEET OF 1-INCH PVC CHEMICAL FEED LINE FROM THE EXISTING METERING FOR TUBING. ��C, ix FS�j a PUMP PANEL SERVING THE PRIMARY CLARIFIER SHALL BE REMOVED. CAP THE LINE AT THE ��4-r 884 NORTH WALL OF THE BLOWER ROOM. ISOMETRIC ,_. �' c� so4o� r-- 1 9. PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE HEADWORKS CHEMICAL FEED OPEN BEND DETAIL 1 OREGON ,� OU O S ,o v ISOMETRIC DRAWINGS DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. NTS SCALE: NTS _ F 6�, 9 20 Q- CONTRACTOR SHALL PROVIDE FITTINGS AS REQUIRED. -----J P�'� 4BLUNT EXPIRES: 12-31-07 N Co SCALE WARNING SUBMITTED BY 0 '1 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 i DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 24 OF 59 I _ z° NONE I (PROJECT MANAGER'S NAME) LICENSE NO. DATE V. HEADWORKS BUILDING DWG: 200-M 002 .o IF THIS BAR DOES DRAWN C KITTS CleanWa e Services PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment 'S cleat. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS CHEMICAL FEED ISOMETRIC DATE: 18-JAN-2006 REV DATE BY DESCRIPTION T NOTDTO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 6188 01 cD CO O DEMOLISH EXISTING LINE TO EXISTING CHEMICAL z FEED PANEL. SEE SEQUENCING NOTES 9 AND 10 5-i SOUTH WALL WEST WALL NORTH WALL N N N C) '� CONNECT TO EXISTING a • a 3/4 CHEM. FEED TO SCRUBBER 3/4" LINE ® , ■ 7 T ,� __ , DROPPED CONCRETE 2 CS - - - - - - - - - --- - _ - - _ - - - - - - - - - - -- - - _ _ - _ - - - - - - - - - - -- - - - - - - - - - - - _ - - - - - -� - --� 4. 14 - - - - - - - - - - - - - - - - - - - -- - - - - . - - -- -- - - - - --- - - - -- -- - re CEILING I 2" H ;� ,� 0 d N 0 EXISTING SODIUM HYPOCHLORITE EXISTING SODIUM HYROXIDE 0 UNLOADING PORT TO REMAIN PORT TO BE REMOVED N Z Q Ern h- N ■ cor' 0 o 6" 01k BOLLARDS °- ill. $,-,i IN FOREGROUND ' ! (TYP. 2) O O ° O L__ J I I' .`i) $ STORAGE FLUSH MOUNT Li s 302 WALL BIBB .,. -.• PVC JACKETED V 41 PIPE INSULATION a a REMOVE EXISTING PIPE STAND AND AFTER INSTALLATION OF , n n . ,, NEW PIPING AND PAVING IS COMPLETE 4 EXISTING CLEANOUT ¢ .a oa. 4 ,4 a. • EXISTING FLUSH MOUNT : • HOSE BIBB TO REMAIN — SEE NOTE 3 . d a �.�,� _ ° ' PROTECT EXISTING 3-INCH GAS NEW 2-INCH SCH 80 PVC CONDUIT FOR M' �' _ SUPPLY LINE AND APPURTENANCES HYPOCHLORITE TUBING FROM NEW— I A_ IN THIS AREA •- TRANSFER PUMP IN CHEMICAL BUILDING • •_• NEW 2-INCH SCH 80 PVC CONDUIT FOR PROTECT EXISTING GAS =i; CAUSTIC TUBING FROM CHEMICAL BUILDING NOTES: SERVICE AND PIPING IN r 'y,�_1-',0 i THIS AREA �� `'R' +�"'"' 1. ABOVE GRADE INSTALLATION FOR NEW PIPES, AND FOUNDATIONS FOR BOLLARDS ARE NOT SHOWN IN THIS ELEVATION FOR CLARITY. ..,..d... ,J ` i — ELEVATION I A SCALE: X." = 1'-0" EXISTING HYPOCHLORITE �-� EXISTING EMERGENCY UNLOADING PORT TO REMAIN a 4a SHOWER TO REMAIN 6" DIA. CONC. EXISTING DRAIN EXISTING 12' x 6' STORAGE GA 302 BOLLARD SEE NOTE 3 a CONC. PAD EXISTING HYDROXIDE UNLOADING PORT. (TYP. 2) ,° ' ' • ' DEMO ALL PIPING AND VALVES AND �- _ NEW 2-INCH SCH 80 PVC CONDUIT a a UTILIZE EXISTING WALL PENETRATION � IN FOREGROUND. FOR OPEN BEND ' ' ' ' - -_-1----AT , . < `� SAWCUT EXISTING CONC. PAD 36" WIDE AND FOR NEW PIPING a SEE DETAIL . . L . ` CENTERED ON UNLOADING PORTS. EXCAVATE 10" ! r° - a THIS AREA BY HAND TO AVOID DAMAGE TO r_,__, ovo V 200-M-002 i•�•°°'°° °••••° - •.. UTILITIES. SEE NOTE 4. '''" ' . ---L-i L ' , d 04 'd '--'t ri Alta ./ 12" RADIUS /////�, NEW 2-INCH SCH 80 PVC CONDUIT FOR., PVC SWEEP ; CAUSTIC TUBING FROM CHEMICAL BUILDING. ..• _r;, ��■a INSTALL BETWEEN TWO EXISTING PIPES co' I r ,__ __ _ , I ON THIS WALL, SEE PARTIAL PLAN -v %/.!!>• 8" SAWCUT EXISTING AC 24" WIDE FOR (2) " NEW 2-INCH CONDUITS. I 1• NEW 4-INCH CORE DRILL THROUGH F FOR CONTINUATION SEE DWG. 000-C-001 I EXISTING CONCRETE WALL, SEE NOTE 3 I SEE NOTE 4 EXISTING AC N WO PAVEMENT J. e --- {° ft EXISTING INSULATED WALL 3 L 0 NOTES: 'rl ' CM z �? 1. CONTRACTOR SHALL CAREFULLY LOCATE ALL EXISTING UTILITIES IN THIS AREA PRIOR TO 4 r 4 ° US d . a ,. , .a NOTES: w STARTING ANY EXCAVATION. EXISTING UTILITIES SHALL BE PROTECTED OR REPLACED AT 0 NO ADDITIONAL COST TO OWNER. ! 1. EXISTING HYPOCHLORITE UNLOADING PORT IN w EXISTING CONC. PAD 1 PVC JACKETED BACKROUND NOT SHOWN FOR CLARITY. CD 2. THREE UPPER WALL MOUNTED WARNING SIGNS IN THIS LOCATION SHALL REMAIN, TWO PIPE INSULATION c LOWER SIGNS SHALL BE REMOVED. SEE NOTE 4 AND 2. ROUTING OF UNDERGROUND PORTIONS OF NEW v PIPE PENETRATION 3 ,� ELEVATION A LINES SHALL AVOID EXISTING BUILDING FOOTING. 3. REMOVE AND REPLACE EXISTING DRAIN AND CLEANOUT IN KIND TO AVOID CONFLICT IN NEW CONC. / w WITH NEW PIPING. 200-M-006 �' 3. AVOID EXISTING ELECTRICAL OUTLET AND WIRING 0 4. REMOVED AC AND CONCRETE SHALL BE REPLACED AFTER CONSTRUCTION OF NEW UTILITIES. FOR TYPICAL TRENCH IN THIS LOCATION ON INTERIOR WALL. (DC 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 HEADWORKS CHEMICAL UNLOADING SEE SPECIFICATIONS. W Lo SCALE: 34" = 1'-0" E m s 0 SECTION I B o SCALE: 34" = 1-0" a N O `' N 0 <-\kE PROP 4 I N a ,� 5a4o7 ft-. 1110 it OREGON (VY 9, 20 ,s,zZ1- 4. BLUMP EXPIRES: 12-31-07 N o SCALE WARNING SUBMITTED BY dI �� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 P DURHAM WASTEWATER TREATMENT FACILITY MECHANICAL SHEET: 26 OF 59 z 3/4„= 1,_0„ I I � HEADWORKS BUILDING DWG: 200 M-004 C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWater Services PHASE 4 EXPANSION IF THIS BAR DOES DRAWN M NOT MEASURE 1" Our 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 V- N O (0 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. hi o A2 3/4" 14' DRAIN SUPPORT NEW PIPE ON NEW UNISTRUT PIPE SUPPORTS. a A3 3/4" 25' DRAIN SUPPORT NEW PIPE ON EXISTING UNISTRUT TRAPEZE APPROXIMATELY 14'AFF. i* P A4 3/4" 4' DRAIN 2 A5 3/4" 10' DRAIN SUPPORT NEW PIPE WITH NEW UNISTRUT BRACKETS ON UNDERSIDE ) OF EXISTING BEAM. O. .,-= A6 3/4" 4' DRAIN _____ 0 A7 3/4" 2' DRAIN NEW CORE DRILLED WALL PENETRATION WITH LINKSEAL. ii B1 1 1/2" 4' OSD NEW CORE DRILLED WALL PENETRATION WITH LINKSEAL. 4`��.,�'- EXISTING CONCRETE * PIPE LENGTHS AS IDENTIFIED IN THIS TABLE ARE REPRESENTED TO THE NEAREST 6-INCHES. CONTRACTOR .. BEAM ��.• OS - 354 SHALL INSTALL PIPING TO FIT FIELD CONDITIONS. ��- ----- — ** DRAIN PIPING SHOWN ON THIS SHEET SHALL BE CONSTRUCTED TO MATCH HYPOCHLORITE SERVICE AS -. DENOTED IN THE PROJECT PIPING SCHEDULE. E ``` *** PVC PIPE BENDS AND TEES ARE NOT SPECIFICALLY CALLED OUT ON THESE PLANS. THE ISOMETRIC DRAWINGS ge / N‘ DENOTE GENERAL LOCATIONS WHERE SUCH FITTINGS WILL BE REQUIRED. CONTRACTOR SHALL PROVIDE SUCH FITTINGS AS REQUIRED. G ` NEW WALL PENETRATION °� 1 (TYP 3) P3 AS A1 j EkI EXISTING UPPER 1 200P4109 STI '� ' �� ELECRTICAL NEW SCRUBBER 12 � CONDUIT RUN , DRAIN PUMP SEE I I 4% Nll � B Ill NHS 200-M-006 1,-----J P4 EXISTING LOWER ELECRTICAL N. 41N1%. CONDUIT RUN I ,,� E `r' ', 44446 c 0 .- 0 40,G ,4 • a)aa, +�, `s.T<` E 'A 0) a '�►.�i 0 Z ' tom+ w • � -Q s2.< cn J Q U_ 2 w I 0 cr- y C a) E z NOTES: w 1. FOR NEW ODOR SCRUBBER DRAIN PUMP E SEE SHEET 200-M-006. co r 1 ti a) 'o a- N O N a PROPesn ti Q. c: 4 *4 4 frci 50407 P -71.40.1 , ____A, _ii.... hi ISOMETRIC � OREGON GRIT STORAGE ROOM <" (1/6, 9, zoo` '' NTS 4 BLUOP EXPIRES: 12-31-07 N o SCALE WARNING SUBMITTED BY MECHANICAL SHEET: 27 OF 59 0 1,� 1 DESIGNED P BLUMANTHAL S. D. HATTERSLEY 1/18/06 �i' DURHAM WASTEWATER TREATMENT FACILITY z ( I (PROJECT MANAGER'S NAME) LICENSE NO. DATE `` HEADWORKS BUILDING DWG: 200-M-005 .o NONE IF THIS BAR DOES DRAWN C KITTS CleanWater Services PHASE 4 EXPANSION CHEMICAL SYSTEM IMPROVEMENTS o NOT MEASURE 1" K. L. MALLON 65118PE 1/18/06 cur ommitme t is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS GRIT STORAGE ROOM 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 I J I I "*" ,d ' / N Q o /,� CO , O N 4$fr z NEW UNISTRUT •$% OS-354 PIPE SUPPORT 44.1, 4-. . I 0 ° . .. • , a O ° . 1 1 ' I INSIDE SURFACE I -� OF TANK WALL -J L i o CORE DRILL WITH ` 3/4" PUMP DISCHARGE NEW LINKSEAL 1 SEE 200-M-005 FOR I 2" SIPHON TUBE r.v (TYP 2) I CONTINUATION NOTCHED END L CD N 1 1/2" SCH. 80 PVC TRAP PIPING -------- e I d .Q - U SECTIONAL SIDE VIEW SECTIONAL END (INSIDE OF TANK) VIEW b—.'- ems - - --- -- - Mopo:OI=S®,ic[cps ..... al..NMI MIN. MN-- IIKE1710110 ..-�' MI RV O it P.- N --1k A v I HEADWORKS HYPOCHLORITE TANK PARTIAL PLAN OUTLET SIPHON TUBE 2 SCALE: NTS 200-M-003 II _ 1 Ar EXISTING 2" HPA SEE 200-M-003 FOR ---) EXISTING PIPING IN THIS AREA CONNECT TO EXISTING 2" HPA WITH 2x1/2"TEE j I 1§1 EXISTING In _�, -El (--` "- EMERGENCY A SHOWER 1/2" HPA \\\ SEE NOTE 1 /r r C 1 / I / Cfl 4 RIGID TO FLEXIBLE O CONNECTION 0 810-M-007 TYP 2 / I / L-> , D 1 A o E /A , C G.D I NEW CHEMICAL FEED ' ./\ / .v --- -- — - (■ 3/4" PVC TUBE SEE ELECTRICAL PANEL SEE SHEET —° I FOR CONTINUATION 200-M-003 , I , '0 ■ A cn I L . ,--J / w WARNING G� �,., A : o ■I© ,,,,,,,r,. s WALL MOUNTED SAFETY I w 3/4" BALL CHECK SIGN, SEE NOTE 2 o / OCR O�00000 a. } _ VALVE NEW UNISTRUT PIPE a0 / I / O O �u SUPPORT (TYP. 2) 0 1 N 1 A A w ( 200P4109 I I I - „ NEW SCRUBBER I 1/2 THICK CLOSED 4 DRAIN PUMP a= Q ..�.� _ _ _ - _ _ _ _ _ i, I PIPE WRAP RENE C �'v -II 7 5 NEW FRP W8x1/2 FASTEN TO EXISTING -- - 8 0 CONCRETE FLOOR WITH (4) 5/8" 0 5" Clown= -I- mu -I- _e I �\\ =' EMBEDED SST ANCHOR OLTS ■ © (� - .. - -- - - - I 1 ■ . MINIM= 11Mi1111111111• 111111111111111111 i NOTES: . ' , MI I -° - q"7----------- DRAIN LINE FROM 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 -61.'1' PSI POLYETHYLENE TUBING. PARKER PARAFLEX SECTION - A �`�� pR��FS OR EQUAL. PROVIDE COPPER / POLYETHYLENE O- COUPLINGS AS REQUIRED. mac,' ��IN*, `SD a CD 24x18x18" POLYETHYLENE TANK. .w �' �� y 2. SAFETY SIGN IN THIS LOCATION SHALL COMPLY SUPPORT TO 2 CONCRETE WALLS DETAIL 3 �► iii WITH THE REQUIREMENTS OF SPECIFICATION WITH UNISTRUT BRACKETS SCALE: NTS ` it ,SECTION 10400 AND SHALL READ AS FOLLOWS: DETAIL 200 OREGON SUMP CONTAINS SPENT SODIUM HYPOCHLORITE �°� �# SOLUTION. INTRODUCING ACIDS MAY CREATE SCALE: 1" = 1'-0" 200-M-005 y�� CHLORINE GAS." I I 1 f 4 BLU00 EXPIRES: 12-31-07 N co SCALE WARNING SUBMITTED BY ..........• `r 0 �� 1 DESIGNED P BLUMANTHAL �� MECHANICAL SHEET: 28 OF 59 S. D. HATTERSLEY 1/18/06 P DURHAM WASTEWATER TREATMENT FACILITY z AS SHOWN C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWat ~ ServiceS PHA E 4 E P HEADWORKS BUILDING DWG: 200-M-006 IF THIS BAR DOES DRAWN K T S X ANSION CHEMICAL SYSTEM IMPROVEMENTS DATE: 18-JAN-2006 ,o NOT MEASURE 1 K. L. MALLON 65118PE 1/18/06 Our commitment is clear. ODOR CONTROL CHEMICAL SYSTEM IMPROVEMENTS DETAILS THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. 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