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Home My WebLink AboutWWP2701687(1)i r �r� T BEGINNING OF FILE FILE TITLE z - • i AMA � " � V A .. I V M h i n t I 4 Transamerica lit, Insupanng Ca Filed for Record at Request of N J Name ... . ......... OFFICE OF Tf(E Crry CLERK li -_' Address kr.NtONMVNICIpAL,AL.P(1.... ... . .... ..........._.. _) 5'M NIII.L AYF_ aOl)Tit 1<!City and Sf Aie \T1 IN. WASIL ag404 . ...__......... _._ ..___..__.........._ :J s Q r' v do BILL OF SALE KNOW ALL MEN BY THESE PRESENTS: That (-lvde r)owninp of Renton j O Countv of K i nr , State of Washington, the pure of the first part for and ir consideration of the sum of One and No/100th-------------------bollars db The City of Penton lawful money of the Unite-i States of America, o Him inhandPsi y the party of the second part, the recetlit whereof is be:eby acknowledged. does by that presents grant, bargain, sell and deliver unto the said part V of the second part, the following described personal property now located at Th.. intersection of Aberdeen Ave. N. G. and N. F. 7,4th Ave. in the City of Renton , County of Ki np and State of Washington. to-t. Approximately 2n17 L.F. of R" canitaiv sewer main, approximately 1245 L.F. of 6" sanitary sewer main and all appurtenances pretaininp to said sewer mains against any expenses, costs or liens hereto inrurred thereon hv, through or under sellers herein. `;aid facilities as s`tr+wn on the approve'1 plans for the Plat of Azalea East. t of the second part, I t F heirs. executors. TO HAVE AND TO HOLD the same to H is , heirs. administrators and assirns forever. And Baia . to the with the said part V of the second put. I t s executors, administrators, covenant and of the first art the , owner of the said executors, administrators and assigns, that said party D and chattels and has good .-ight and full authority to sell the vme, and that !1e pr;,.,erty, g, par Their arrant :. . Defend the sale hereby made unto .fir said person or Per.* whomsoever, lawfully claiming or to eaxutors, administrators and a.vigns, against all and every pr Ix claim the same, The said party of +he first pail has hereunto set His hand IN WITNESS WHEREOF, 19 � and sealed this da} A , �(�• �j��'! (seat.) ----(uu) s STATE OF WASHINGTDN, ' r County of ared before me day personally appe Lt�y,c{t (t 1 ��e''� ••, fw. . W � the individual described in and who executed the wit to ore knownsam hin and foregmng ios:rumenfws� . 4 signed the e as �. it" and voluntary act snit dead, ackrowledged that ntionrd. ases end putpot-cs therein me ,n • i�IVFN order my hand and olfia, wal this day NMery i" IN ad la she 5we el Washington. Y.Y•t�.n U, 1 SCHNEIDER NOIIE;, Mc 10063 65t0 SOU TM CIENTln eLVD. 1 OF TuMW'ILA,w fMINO ATON MIN I � �= tf-2 rH E' w 12" .A PAY — vI�/ yr .LII : L1} dr! CN{p■ 40 MO. • O6T{ r R '9416 BARBARA Y. �1 M11Yi wtAT ll�IeiT NATIIaNAL"OR aaw.wauna nrawnw+�N• ' 1: S0000241: 5654 4i3 • Crain ROss Schneider Homes 6510 Southcente^ Blvd. Tukwila, MA 98188 Subject: Collection of 'dditional Fees Owed for Lots in Plat of Azalea Lane Dear Craig: The fees were incorrectly calculated on the following listed permits for several lots in Azalea Lane. The system development fee was collected in error instead of the May Creek special assessment area charge. The system development fee is $.Olt/per sq. ft. and the May Creek charge is $.03/sq.ft. The system development fee had been previously paid in full . AZALEA LANE ;ALANCE OWING Lot 2 — P2 f3f $ 120.14 5 - Rx d3 116.48 13 - P-2 fy1 189.10 14 - P- 2P10 189.10 32 2 fyA- 131 .60 33 - -ZP'>'r 131 .60 35 - F' -73''/4/ 154.70 TOTAL $1032.72 Copies of the permits for each lot are attache' hereto for your records and '! reflect the $.Olt/per sq. ft. credit. Please submit the additional permltifn the amount, of $1 ,032.72 at your earliest convenience so that the inspector can sign off your sanitary sewer permits without any delay to you and y"1ur work. And, if you have any questions please call. Very truly rur/ea ' l Gtic+t[- ht Arlene Haight Senior Engineering Specialist J �� r7 , q M 6 Lum l Key Precision St Hellerue, Washep1on98U06 A Video Systems zo616s1-aeae a N I N S P F C T I a N g F P ❑ Date City 300 Co, Technician Inspector Weath9r Cleaned by Report Tape Fram M,H, No, Pica Diam ircti.:n Leangth 7cint .Typto e e —Mat, 5 t w�< ,1 PIANHOLZ DATA: MH no LUCP -ION Or LINE depth q �C '7 -wv....j I "R N.£ type vt: Photo Problem _M� Foctage No Coda COIM1t N T 5 GPM i.eaka c ondi ti o. ..: Rccom, Rehab - o�•+� �,7i�_ i, __ s :.EV r PI✓ELINL -IATA: Illy cleanliness 6w1X� .a o� . T I I grt 3+ LA B:j +Jm4f' YQ C cc _ a le i _� Page pf j`r V IN III I a 6 1 umm, Key Precision Sealing [;Revue, Washington go= A Video Systems 1206)641-2926 s ,)Ste 1 51 I_ 4 I N 5 p�C T I Il N __. City Joa ,::.. TOChniCion IneGeCLor Weather. ... is uaneti :,y AePOCt 1a:ro L\.af No n.a.e w11 •.n..\ From M.N. No. pipe liar. cricn Lenyth Jaint Tr, i.Pe Mnt. TP M,H. N_. V� MANHOLE OATAt MH no _ LOCATION OF LINE tlenth 4 �T .•,,. ... , r .,t ti .0 i c,._ti hoto type Footage No .r�hi8m {i dude LOMMENTS GPM leaks —'— Seccm. Rehab 5 1_E PLG.L I14 )AI A: I l(e 4EFY• — cleanliness tw•, 7:•t• r.•ti C4 \�.fa NT T• \a alignment ' condition�y�e�\..a-_ - leaking Joints a! remove routs — —_- --- - grout % joints___. relin rep I4ce - ctnar _ LCGENOt yp a Broken Give LL = Circumferential Craek LC a LangitodinoI _ Crack L e Leek _._. PT s Protruding Tap ' S Service Ri . Root Intrusion —, U z UnpassabIv I -- M of .: Precision Sealing e 6 Lummi KeyBe❑evue, Waa 4,.Qlon )$M •��; + Video Systerns (206)641 •2916 PBta y City Jo❑ r`-. Technician Inepoctor, yeatnar —� C'l eanao uy HePo r!. T lop a From M.H. No. Pype ❑iar` Sr.tirn L•. gth lint i ,co. y a Mat, iu M,H. No. E1. c lye Ct C-rl A-. VJc �+ MANHOLL DATA- MH no LOCATION OF LINC depth %1' .� typoPhoto rob en u M "`��` — Footage No. Code L MMNTS laexa tqo _ ---- CunCitionu..� 0 _ LAQr eP 6>1 h tA ,.', Recom. Rehab lea ? L-. , t� 15 PI,IELINL JATA: 11,\ L.EPl c.vanlineaaya.9!"= alignment graou 4(1 . T14�) - conditionr leaking Jcinta REHA9.:clean-- remove roots gtaut,* Joints re2,t,nat LEGEN'Ot _ 97 a Broken P1Po CL a Circumferential Cra LO Longitudinal -- Crick L a Leek PT . Protruding Tap S : Service lI Root Intrusion U . UnPaseeble i'age—1 of E ,k. N 6 Lunimt Key Precision Sealing Bellevue, Washington 9e006 b� Video Systems -061641-206 L E Y 15 L ,], N 1 N s P F f T I ❑ N F F' P Date Litt' _ lob er„ Technian Inspector Wcather Cleaned by ci H�roort Tape k, �•>•p.2. C one i'• / Frain M.H. No, pipe Dian 3, cci!::n -.,V� Jolnt TyC� :'u MANHVic DATA: _ MH ro �� LUCATIUN Uf LINE depth 5 Imo' C, type C Phuta PriblemL�' GPM ).asks rootage No. Code i_UMM�NTS_� .. .• — conalt Roocm. Rehab a. e c:ouniiness alignmeni ..��,,,. — gradr e9 . condition _ :asking joints !! FdCLMPI tJ=] RLHA9.: -- clean remove rcits ,rout % Joints Line - _ --- piecab -- tr.or LEGEND- Bd = Broken Pipe — CL = Circumferontisl Crack !,. LC Longitudinal Crack - --_ _ L s Lmek PT . Protruding Top -- g a Service RI s Root IntruSiun U m Unpassoble I P'sge i of ' i a 6 Lumm, Kay Precision Sealing Bellevue, Washington WU6 • , Video Systems t206) 641 '926 tr..-.. ._LE_L_L.Ji..i1LllJ)L I N s p_ F C r I a N_. City.. +.... T ect,. Rio' Inspector Weather Cl^an ad by tr,uort Tape Fr-,, '.h• •.ipa Dior i<r.t i,:r. ,,re;th ]oint Tyl: ''at. 'u .Fi, N�. Q k MAWA- dTA: MN no ._. !13CATIUN ,-- ddDLh � M'p. > �S- Photo roham Lase -- Footage No. Coda COMMLNT5 M i.a9ks_ wv, - F CbndlCl Jn�.. -- 50com. Rehab cleanliness alignment � • _ _ grade ag condition leaking Joints R:CL M -'tj)') R4MA9.: clean„_. - - remove routs grout % joints reline - replecs otncr - I LEGENUt —- — ed . Nro!cen pips CC a C1[cumfere ..... Crack LZ . Longitudinal Crest -- L . Leek PT . Pratcud ins Tap S . Service RI . Root Intrusion p c UnDaseao2e '" va9 o of _ I Azalea Lane - NE 24th 6. Abexaeen S-271 ( 2 ) .•. B e Lommf Kay Precision SeahnQ Bellevw, WaohirAMMOB �& Video Systems T LL 1F.-Y1 CneB City_ 1 7-,N tie-k- L \�.d.•\i�w clo Sped hY Aepo:c. t�. •- 7 chnirian IOt1PBCtur Weather 5 From M.H. Na. iue :La^. y, inr Lngth cu u� TYPo Picu Met. hi ' . e V3r., UvU MANHOLE OATAt ' MH no y LUATION Of LINE c•.t G ;err Booth hoto ro lam COMMENTS typo :a.jn,6yic iot.ta9e No. Cook, 1.Bake Cun0iti0nt�'+;1 �u Fac-m. P.eh1b Lj PIP_LINt .IATA:C is an I In ass - C, +w. alignment s2? grads Cundition leaking Pint' -- Clean .. t omnvr rolte grout % joints reline_-------"'- [aPLBCl1l.�._ _-- other LEGLhOt . Broken PLOD CG „ Circumfarentlai - ---. Crack itudinBI L- . LOn9 Crack L a Look ^- PT Too 9 SvrvLeo ---oot �___--_.-------- trusion RI • R e _ U . UnP -- .,.ago----- �uf I ...... I e t amao Key M HaYa1se�veue' waak"Wo Precision SeailnQ 9er6� •awe &N Video Systems !tt ')*to Citp._a ta�trri '+...I•., ' dapu[! Tape ' Tachniciao Ina attut Weather :leaned by "V> lid T r u ;=1Pe Mac. ��..�, kc. From M.H. Y:. ^'i..r Jian Srctitn lwngth 7�n,� TWO .� A •�,N. Z.:F F.. v� MANHt]'_: DATA: 3r+ LOCATIW Of LINE N MH no �.. `\ ALM ,, , duo -- U rJ am .� CI,iM:gCNMTS type :'ur w-�. . Foot a�la No. Coda -- �,•.,t A l.aska ,_ Ream. Rehab Sk PI.'EIINt .iATAi >_r-- alignment grad _ ✓ at) looking Jorots Sk" �— 1M, t4p-1 RLHA.1.: L:.!a... --r remove routs grout ;Uinta — reline--- _ atnoc Broken PIP• �— �i_-------' C� ci rtumforantiol -- — Crack itudlnai ... l4 . Long Crack t . leek M PT . Protruding TOP AI . Root I �- � ,.aqe�..,.[ i 1 f r e A l.umm, key Precis 20W bar•292M Precision Sealing{ r'°f'evue. washmo1onwoos AYideo Sy8Tents �a ate' r e n r r T t n N,�i.LE Data City_ . . , �. QQJL Tachnioian A,apu:.tur Weather Cloaned by ` �, f TN, M.H. No. � r•r. '..a� S ctign Length Jai,lt iyPe .)ipe -list. To Nc. F y C frYILS 6"v MANHDLL DATA: MN no LUCATIUN Of 1L.1Nt, r`�„ ;�, . ;. �W''^•, " . , .•, G GIB., depth ho b r]b an Gi�M typo C fi,otay.o Nn. Code LUMMLNT � 'Jake_ .� Ga.a ,a ♦.... ea 1 cunaitio f y ber m. Rahob...-- , F, — 154 a Pk.'COIL .)ATAt cicanlineso " — alignMent 'max-- ' eD— cunditlom ixie\:r _---- looking joints ---^r— clean remove routs grout % Joints ! rotina�— _ utr,or LLGChQ' n :iPe _.. w . 8ruko Circ plere ntial LG ■ Crack ---•_..._.... LC a LcInvitudina180( L . Leek PT .. Pratruding Tao ---- S Serviee rtruaio^ R3 . Boot 4 ..�-r.�.- U . unpae08010 l P a 6 --unm Kty Precision Scaling NsUarw, w,lnurgtan elaaE I2oo 1641-N26 Z Video Systems ,)ate City , - — Cleaned UY rtepart Taoa Technician Inspector WnatheI r'$"i N -A {) tie a». '1-014 a Tv P.H. k. . From M.N. No, r-it,u ;)faro >:-r t.i;:n Length Jooint TYpU ape Ant. LtsT r MANNULr_ UATAt MM no LUCATIUN OF t INt depth LM 4hYt uo ro Ism LCMtNTS �pM type i footage No. Cedaa a tasra condition Roct,m. Rehab ,�.. PULL Vit -)Alai cleanliness a• *IJVAsnt_ 'L) yrad�_ ag„ t condition � leaking joints �.., clean =- remove roots routs _--- grout % joint+ reline_----'---' -- rap lace------'—' other LccLNut _---------- Br' . ®ruken Pipe Ct „ Cir"Mfarenttsl —� crack ..... ..�.. . ---.�---.. LC a Lar'gi tudinaI .--•- CraCH :— L . Laek vT . Ptotru. ,q yap _.__..----- S > Servic ik-n ..- RI • goot In�erus . Unpaaeablk• 7 n °0 tup+nv Key Precision .Sealing klerlovu°. WashrnglMvetws �= A Video Systems j'%j 60 ay26 • N c P k C T 7 h N A C-P ,I_.E_L_G_Y1.51 Jch ;late City L "...: O - M.<nvn a rr Clparwd oy Report Tape Technician Inspector w,.ath�r P5V From M,N. Na, pipe pipm 3r cticn l •a rcEh Jaint TYC`� PO v`Mat. Tu".vv. Nu. 4 ` .14r.1. L)-al.I�4 MANKOL: Data: MN no ._ LOCATIUN OF LINi depth photo r.?h 0 . ,pm type �1._..w TOotega No. Code COMMO a N'S la0k , 1•' a�Ysl�"G .l Is n euntlitie r 1� accc.m, Rehab FL'ELI'Jt akTA6 "- cisanlins$e-Clzug- alighMent �-...- gredsa�-_ erl cv i•-+ -. condi tiom=l.�aa' leaking Joints t"' cl eon _,___._ _ romovC routs grout % JoinN rap other - t 8! . Broken GSPa CC a CircumTarential Crack '----------' LC • longitudinal -~ �....-•-.-'^- - Crack L a task PT a Protrudiho T°P Sa ServlC .-_-.--------- RI . Root InLtWlpn _ U a Unpssssols ...__._.. ,age of 7 ease a 6 lum t Kay Precision Sealinp Mtiawn, Washtn" W" * A Video systems 1201111541.2946 4` LL1_L.1LLS1ll� .. [ BSP�L2 1a61-.d18. Dtlta Ca ,Tnn 1 y � --'._-- Technician Llernr.^, by Report Two Inapuctur td•�at n•�r 1,• t'f UN4 t4,Q.M.. tt Nr,•... ��a.. •' F[Jm M.N.�No. pipe Jism S.,ct"�� L .ncth ]�aint TvS'=' •'+'%� Mat. Tb M.N. No• :t p,,. N.i.. en M,eunz.: oArAt I'm no aat L,—_- IUCRTIUN fK LINe tar ttl type t;n.•a,< �_ CUMMe.NTS �M Ir tu g Nam• F'Jr•. .rake ,: •,t Ae y� conaitiu s Re".n. Ruheb.__.__ yy Fri mt+ to �P I it )AI"A, cLaanllness grade cundition�•t'`---r leaking joints ✓,� ..,,. Im..t1J... clean.Y remove Coate grout % Joints -- reline — rW lacur utmo[ &, r orc9an pipe - Cl a Clrcumearsnt Ul J Crack _....,...... ._..-----.._.._..._. 1; a lengi tudinal 'rack t r leek rT r Protruding Tap — S « Service ---- �_+„•�—. qI . quot l,trusico U r Unpaaeabltl ,.� - i s{ »� Precision Sealrn,q 06 Lest Key •!C° Video SystefTJs 8011e•ue, WaRhtnglon "r+ vT i2abl sal•xeati 1.f..,Y.LS..,L..Q.. _.i_tl_ ;.p t:..r e o N A r ,BLp Jn r 7 ' .;y. 7ob , Cie •,y 111., 9paCt 4 Wedthnr itl OKnod by r7„,`o[r re,, Frain "i,H, N�,, '.:.D. S,'ct ion i.rngth Joint Tyt•' ",PC nnt.. MANHQJ.L DATA:Mm no r O Lr�%AT LtN JF l INC depth type I.n`r...qa ho o r'a ern - taaka_._.� Foe.tags No Lado LL"ENTS j Rehab,,,,_ _ M• q w 4``f L 1 YL .DATA: c1conliness aligJlment immac. l ' ccn+ition - leakir,o J�intsl.. "— — clsan�_.—.__._.. rewoVe route grout joints rellna atnor LCGENJJ Ba ., Btukan peps CC . Circumfarantial Crack _ LC > Lanoltudinat Crack L • L aN PT a pratrudinq Tap y Swtvica trueton Rl Root U Unpassable Faye c� r� SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT DATEI P LOCATION LENGTH K C RESULT - - --- - — JV- f� ao --sniff 1 ST SANITARY SEWER SYSTEM LOW PRESSURE AIR TF PROJECT ' �, c 5"E Kc . .► +.�. .« DATE LOCATION LENGTH K• . __ C -1 - - ZIP �¢ r _ l _ - ,t 1 r ct TOWNSEND • CAASTAIN &: Aaaou. INC. I�FPFLQ!•AiFIJ7' t:IINSIJiI'.7P�Tt d I,iNir St'NVFI'(�Rt __ October 16, 1979 SPEED LETTER n u TO: DATE;_ SUBJECT: — PROJECT: �- tt TOWNSEND CIIASTAIN & ASSOC, INC. OEVhYY.{TpMMNr i'(7,�5'L"I 7L1N r') 3 1.,11ti7) 41lRYK)t}at Is, I I 1 11 -_. �..�� •.,•-.•�.�_ ♦M UNT" be ♦HtMA KEN" *h"14.T001 90031 October 16, 1979 City of Renton a Dept. of Publir. Works • City Hall Renton, Wash. 98055 Attention: Don Monihan Subject : Late Comers Pecs for Plat of Azalea East Sanitary Sewer Mr . Monihan: I as enclosing the costa that the Joyce nevelopment ('0. incurred as a result of the installation of sanitary sewers and the sanitary pump station. The costs do not include the main between MH+12 and MHx3. MHx3 and MH03A nor does it include MHr3 or MHx3A. e Sanitary MH's and 1613 Lin. Pt. 30,024.22 of 8" Sanitary Main Sanitary Pump, Station and Force Main 42,046.61 I S 3g0.00 120/240 3 Phase Power to Puep Station Total 56�-83 If 1 can be of any further assistance, don' t hesita' to call we. Very truly Yours, Townsend-Chastain A Assoc. ,inc. Rob n rdoneT< �Ti:1 t?F 01PAHINIE'NT OF FCO1.06Y August 28, 1979 Mr. W.C. Gonnason City of Renton 300 Mill Ave. South Renton, Washington 98055 ra Dear Mr. Gonnason: Azalea.,Lane Sanitary Sewer Extension In accordance with RCW 90.48.11U and WAC 173-240-010 throu,,h 180 of the Department of Ecology, the plans and specifications for the subject project have been reviewed and are hereby approved. Uoon completion, and prior to the use of the above project or portions thereof, the attached Completion of Construction Certificate must be completed by the responsible professional engineer for the project and returned to this department. Nothing in this approval shall be construed as satis`ying other applicable federal, state o' local statutes, ordinances or regulations. For additional information, please feel free to contact John C. McDonnell , the plan review engineer for this project. Very truly yours, Robert K. McCormick Regional Manager RKM:JCM:bh Enclosure cc: Townsend-Chastain 6 Assoc. , Inc. King County Health Department I CERTIFICATE OF C. :TRUCTION OF WATER POLLUTION te''TROL FACILITIES INSTRUCTIONS: A. Upon completion, and prior to the use of any project or pa'tiors th>_reot, a p-o`Qsiional engineer shall complete and sizn this form ccrti ring that the project was constructed in accordance with the plans and spaci ications, and rajor change orders, approved by the Dapart-ent of Ecology. B. Ir a project is bring completed in phased canstrur.tion, a map shall be attached showing that portion of the project being certified on the date given below. Each phase of a project must be certified as it is completed. Additionaltisted certif,cation forms are available from the Department of Ecology below. _.. u -- time A,,D BRIEF DESCRIPTION OF PROJECT DOE PROJECT NO. HAt1E OF O'4AER — DATE PROJECT OR ADDRESS PHASE COMPLETED -STATE ZIP DOE PLAN AND CITY _ SPECIFICATION APPROVAL DATE _ I hereby cc.ti1Y I am the project engineer of the above project; that said project was i nspact=d by me or my authorized agent and it was constructed and competed in accord with the plans and specifications, and major change orders, a?� Y Department of Ecology and as shown on the owner's "as-built" plans. Signature of Professional Engineer Date SEAL OF ENGINEER checked below. Please r"turn completed form to the Department of Ecology office riCentral Regional Office 0 Southwest Regional Ofrice Department of Ecology D�partmant of EcologY 7015 South First Street 7277 Clearwater Lani y,ikima, Washington 93903 Oiympi+j, Washington 9850" Eastern Regional Office CI northwest Regional Office Dep,artrent of Ecology t._parta_:nr of EcologY Ea-,t 103 lndi.roa Avenue 4350 - 150th Aver". 11 Spokane, Washington °9207 i'edm'7t.d, llashln^,ton 93053 N METRO Municipality of Metropolitan Seattle E%d%arWb*. * &,i StiwW Ave.,Sw&ttk.V4&4w%9bm 98M _. August 20, 1979 � u City of Renton 200 Mill Avenue South Renton, Washington 98055 Gentlemen: Sanita Sewers - Azalea Lane Construction plans for the above project are hereby approved. We enclose one copy of the plans for your files. In accordance with Metro's Rules and Regulations, it. is requested that the Municipality be furnished with a copy of the "Contractor's Notice to Proceed" and, upon completion of the project, with a copy of the test results. Very truly yours, Neil Peterson ` Executive Director W. Mallory Director of Te�nical Services TWM:am Enclosure cc: Department of Ecology Puget Sound Council of Governments H.U.D. - Attn: Mr. William Speer E.P.A. - Attn: Mr. Warren Montgomery r � i' STATE OF DEPARTMENT OF EC01-OGY WASHINGTON 4li0I'AlA,, Nt:,h a�v»m�u+"Mwnx zaae��u C:\y lee Ray J To%maand Townsen-l-Chastian and A-sociates, Inc. 439 S. 3rd Kent, '.ashincton 9 A3 1 Dear .Ir. Townsand: lzalia lane Saritar� vy EX" -nsion The plan revt'iw of the referenced Project received in this nffice on ,August ;, 1979 cannot be cor'Plete" for :he follouin^ reasons. Sufficient detail is not included. Please submit altasefadviseeusii^ F Also P report �nl detailed ,aunp station drawings a pump station in the City of Renton intem2s to ovm and maintain his P P accordam a with our State design criteria. If questions should arise concerning the above-mentioned daficicncies, oleasa contact this office. i Very tray yours, WPn C. ':c�onnell Plan : ieu EnDinear Enviror. intal �'Jal i t,i cc.. Ci .y of R^nton / r g In i 1 I i i a i 4 1 Tilz� ` LAt�` Townsend-Chastain R . ; Inc. sate,,o !...-_ _ or 409 So 3rd AvenuenlE� osn 1- KENT.WASHINGION 98031 c��rui� en sv. 120W $54.2043 _ME •Q Ft i 1�4AINr �ArrvAC,t �1f2Ca = ± AC2ES r� fC15TEPEO��v I�CILInC- U1�175 SS/ONAL --------- Et(tOss AM n IIrnFrui,r = 550 S �E. FL�IV 3CTA(_ Fia��Aq = (Al2EA�� DEr\_StT,/ .)�SEI ZT4.. I �a� ins C-rPM = (90, 3W ��'�/gnu 2��+ouras ��Mr�) � K FLOW r w,J eTtL, &AL Fiowru . 54 Cyr'Us/M m) (o L 0 -- AV Jr �. 84 r.=n4L5/MY"J _.. O.zot'T_a = 2- 79 p9�,�Et L7hf - iNVh 114 v,,r Z 3 a 77116o ,�, �cn LRtir Townsend-Chastain 3 . 1 x. Inc. ^J 4N!!l IM_7, 409 $0 IN Avenue rj oeb tz KENT. Wq$HINGTON 98031 utcwA+lo e. f-, �.�C.O(!"V "• ` (206) 854-2043 CN C.1u By,.. - sc•ie _ i .SAN fT_ Ag-q 17'EAb l,0--6 CO3jT"'b _ n� �r(77crJAL 415ibLOSS 7 4?.0LAC-H IT* Falb 1 �3 LG7C GISIrvG 7 Q:YA_0_65 AAIAl�'-lL M 6&77W 7i* ozr4C770tV ti�C'WL TF�Enr GSIn� rFFC ZYWC`y -- t 161534ed COLIATTG.J. AVAAAL ' QELA>7K POGdvINESS O.pl - 12ASPL� ASGEU "'�`' A4^«5 Lx7V5/7y of FZu,pTei"Pf�`Ti/ 7:YAWj(l' V15075/7y = Z_ 04 !b 5Z%-I-1 of 3z`r ra 7o`r kE s Vd P (0.-5Fa")(1.94_51�1_ .,&SlTi� _ /.33 y )0 5 2-04 /f^ 5C'/F7 '' p' �r s cq.OZ — H�LOM T7�C 477,,4Cheb A10CAbY 2>A(?r,/✓�. �' - 0-049 L e I D�ety - l 573ACr l 60U-4r0A.) - hL = b z rz37� Y2.-7q �SF�� = 14167 F`r- xz, i�-Jr�r� r� NEs�n = 5TrA %� kk _> , �e7rcn�.a Zq.Cof -�- 14. 67 0�_T_ 43. 67 F71" NG7 r/ - EFFrcElr y c *�:. oarw. � xxCm ArWr 61fl f�U"P cumrf ZT 67 1 4?S 53 4= J� y}D�t2.5r`FiJGvhZ /��Cib/r fivll7d � !M(�U!-IL- � .�� r�rrvlt CL� Townsend-Chastain & : .. Inc. ,3 - "' _(C3- ,V! yH(E,NC 409 So 3E0 Avenue - '. e'`H,jY-"1�.�' KENT,WASHINGTON 98031 uEcix.,co a+ (206) 854-2043 cNECRcn ev cc A1, RDw lAre a (35 cr,v r _5 )' L � (/Z, Z50 &Ai S .(., s 8,51 CtA��MIm ,,.1 8.51 C`t�Fls'',A,rJJ !D n�wulE 5 �c = �ID n S CTALS�( )� Z31 �r\ W M /, � 0-40 pr 2 a. �. C,ArsY'CTAl- ; ,,,5) y l Tr D I MN k'C�+ VI/ZhD N etB 10• i t f • sa *e 2k i a e • " '°' DIAGRAM A- D,DDTrY01' 1 comP'•u T.rbut<,u.— --�� owo 11 FRICTION FACTORS f ./d .D:D IfW ANY BIND OB S. OE PIPE, OiD _ efi0 ConeD for Relative Rmif6rexl . OY6 050 ./!J. DDOiDf 4.BfR / Ny eDrfeva ietperGceiron•in}e y 1 R.o M , 11 010 044 �.:�u.r...•. J' M• p�.. F ODD 10_5 .DaD �q[....r� < v u- DYS R.=IIDJO c EVA O �-- . sale )0' y a • s INrip, i_Mw•/.h 11 w fulw(4!••w1 r 11.tla M.4fe S'eiw RIE %nMeW�DI 008__ 1 �_—� ODBI=.rd .,. •d' tpD•:DM _MW0 c r I ' •T l.BN IrnD ppY DMM r Sm..n4 ` -- gro°d °l. �. �It C.ppeE 00M.'l.B_ pi0110B c.� � fN ewv t 1 w — M/k•i r pl. p0D alum - l��_°DDM SDI 1 [M' nnlnr B.IIr r en ODMI WA 014 qy oV9 I c. f.�w��i Wr;Md awl-__ DOD1-0[A _—_ S'•.r. a • f e t e 10' J9100 � , • f e 1 e IN RneW StM ODODOD ODOBDD 'w'• f• 1p' f i • e •T e 1C' TtM.�.• _. -- ODD&DPJ t d ggdA� lf1 E • O.OI - PLARfo —YG9.. VALUES Of Revf TAE7y ; MJy,MAL _ Z .79 / )(o- s F-T')(I. 94 QI4CcSYt7 } 049 1 ' _ i g�gtl�1 t 1 {(m�g11ft1 �g • o. � ��..(({{tEtil(iFii��.`(`�{�1y(((u;yH`IlSiNmI��s • • c, A 1 � W rM �� i rm : . ILI, no Mal� imp rw 1 w� n Nowu%, IN t s � Y ` L At Townsend-Chastain 6 As Inc. Q. 4 409 So. 3ra Avenue KENT.WASHINGTON 1031 ....... K . . { 1 , _ l•'1 u.rc 1206) 854.2043 � Y _ �V11t tAJ tii -pit, AC fPfC G�W ti. i V�Czf Arco = Un. FSSiUNAI cC, Clrf��_Z 1�� r� {>, W s (sv�.�C �l�t-,n{ \ i ;GTgL �oc.��A�l� r CioC ,�c5;C4.3 E -H K L1 /N C-tPM = (Qc�, Ct 'YDA Peace F' GW �ACTv!- _ "TE I)) p. 09 Fri Orx 'c` FII=E A 9 (� AV Ir ' A6 CON L7 ..t /Vt �ASiG /Nl+f/Gr �65.CV Townsend-Chas.am & As,. c. Inc. „„ - OF 409 SU, 3re7 Avenue ceiGoe,-,uer KENT,WASHINGTON 98031 n�ie (2061 854-2043 BAN fTs1� — MKU - 161U10T b _ Tit; CvgtS/un1J • ✓A�uF ca /�u , ucTi�-y f:pL !� JJ � 11 Ela DLc S�(cXX�F ° N SeE jE FAG E1 rLfrU57 p.s qs, a l FT _ �7ATi 7/.CO PT t Iq 1 gyp. Yr4 ��iN / 4(/�7, 3�(�b.t'i! f7 I I CFS i, ( 1,). 5Cj �� F i 4e2a v 1 .•p ;iti y I PUMP SEWAGE m " t • 17 :• ',',.',r �. S 1PEED PERFORMANCE in CONSTANT 760 R Ptd rt I20 ,il i i• ' } 1 1 �lry 4L22 IMPELLER ' tp Q tyll iiil „ t S SPHERE .• IlG ....i_ � .•' .I, ' MAXIMUM SOLID d 3 vy a : ! MAX - --- Q MFX;MUM' STA11C SUC7tON LIFtt2Q I }+SD r w gQ s � -1 �^ ]• - 0 70 ' Flit t 60 0 50 40 y . �a �y0b bQ - uaxlMuK x -; f 20 wt7H .. - z,n ptPttVG f f [Ptkti� 1200 ga 200 400 60 6ALLONSpOPER MINUUTE p'a u S. f�Z fait,.•t iell�w'� TOWnsend•ChaStam & A vac. Inc. ' 439 So 3rd Avenue l_ h- KENT.WASH;NGTON 98031 12061854.2043 �,,, �i•,, _ i ,f .8 ip �d INUTE �.7 lit C / 1 Ir.73 t F i 3 1�e� 4 �'iA M N •' �Q,�IReD 1�P77� tN M if L�,4 G „�,� Lv 4 i . . I 4B2B SEWAGE PUtdP - CONSTANT SPEED PERFORMANCE 120 1760 RPM r0 w,o � g4L22 IMPELLER a rv..0.. SOLID - 3 SPHERE i10 0 - MAXIMUM IG i L I r # 100 I t I !! ti n . rAXIMUM S7AfIC' SUC 20 �t 90't w70 60 ----- a 4 0 50 -- - 40 0 r - __'- 30 A%IMUM - �(7 FLOW /h 304 G?M LA%1MUM .FLOW -- --� t t� 20 a WITH 4^... 600 IIGPM WITH inPi Pip 6'. PIPING 1200 2~ 800 1000 0 200 400 U.S 0G ALLON PER MINUTE • ,::r, WET WEU STATION Snatn E LoveAas 1.Outane Dteet'W Nu+WM_ a 4aiva PurM t t}... • 3 Pump D.scna ga 2.Sucaon plr'4 pump, .. — !4,. 5.MVn Condv�t axe--. �� VOes was e Common l�acnrge outlet Sue — -SALO CYcle. _ 6 E'ctiYlcal Sconce SYatem Data. 3 Pnesa_ 1 t..\ Smpl Pnase SuPPN IIs1 km loll a�a%:aVe VWI to I15VAC KVA '.ransl0rmer ReWmeo..__.__. ----- PUMP S MOTOR DATA MPI PUMP p \ pUMP DATA `_A. . IE 251 _-_._—_'T7_. IeBa6!per► .vncleasate(GPM@TDH) _-----„— ,aN281 Nas%_ __--- - w t McxIM CCw rr' (mpekler aa`M._,�,�-- Cw ,IA^ CCwt IPA_l ll RPtITM IC\Vt� S&L Mac�.'ell�Flner Suvc SucnM LM i MOTOR OATA(INVENTORY CODE) 1-7 Te Hcxsappwe��f� RPM OPTIONAL EOUI►MENI'. - ❑ 1 Au>` $Paco Heater STANDARD EOUIPMENC aLM y H.4n Water n om Senad •• V0n A'arm Ugnt 1 A,;'I a C Aitornator M Hnrn 2 Vacuum pumps ...Receptacle 11" \'n11 T�Me Meters 1 Pnase 01 [�y Hun��nq 3 54L r}'I"S ❑ & 2 K4A Tea pv,no r ♦ S!L DY C,ae Sei11SWre) (yfT McWeI..S..pW'n0 5 CMUOI Cucm'&oaaPu�ipn8 ana ManNenm^cc CnaA @ S:anor'Oparaung 7 Spare Volute Gasaell 9 p,ol,Ct"*Valve rrtros,al Vanilla- Fan♦atn Tne 9 Tnermosul 10 ,NaHrr,wan STATION LOCATION SER,wL NUMBER E NGINEEP ` C�•pO.\\r\ OWNER 'TOWvn �fvC'Yc VI W w1�e... iA icsSERIAL NOS NG1NEk R,NC rtrnuMa AP p,IC AT IONE i q..... 1 Nant put vAHLI,Pr, , e A r µ . , � T .... rs„�• •.�. t wr ti .�. 4 _ y r 4 WET WELL pUMp STATION MOUNTED , Smith Loveless Eccro D D •ulletin a607JC 4• r AL A 1 r ` elf Gmtiol, \\ it M, 1..,t..,1 _. l tNltd\\uu+g I h dtj n,nrl�Ir.q:n and r,xied wmig int n•d,t•s opwat'A ,.doh a,wrll as itrdkutg st•r\n e(,a,i•r and fast(,[ A trouhle"M x+ting lest Mock �%Int-)\Himl lot Lrol operation diagnosis. Pump. Vacuum Pumps Mdbun use 0W prt,u•n NINtll & pump,and r -_. . loveles,pump design that is n 11, IQ .t'A"?? ,illtnv tilt,u,o ti recognized as the mdu>try leader higher ellit tent\ pump%will, imp, motor shalt is one pw(e. maintaining tilt,(omplete large-diameter Stainless steel. ieliabdit) nix.essary in a pump Each pump impeller is individually station applit ation Vacuum trimmed to exact design capae it\' pump,are mounted tot easy with full shrouds left for up to t++ inspection and routine higher elficien(v. This higher maintenance. efficiency translates directly into is lower operating costs.The exclusive Smith&Loveless mechanical seal has been proven in thousands of installa tions. Standard motors are 230 4W V l875.1170 or 17h0 RPM.Other tages and single phase are Check Valves—Spring4ria", avadahle.it,lower horsepower rangt's external Arm, non-slamming (.heck valves are slx,clhcal{y de. Signed for this application Exter- nal-arm design allows manual up- 1'Iw Smith&I o%elesS Wet\Veil Mourntl Pump oration to bat k-,lush pump Vo- blation has IN.1. proven in nsrt I:oil installation,, lute and intake piping.Standard Vv'et\Nell Mounted Pump Station has check valves immediately hors p horsepower r range of sizes available with lmelow base plate nx pnrtect"In hcxsepawer range of 1.5 ro 10, 4"and h" against treezmg.Model•'S unit piping.4" and b"pumps.up to 1200 GPM mounts (heck valves ara pump and 150'TDH. Models available to fit volutes above has(plate for ap- standard 4' through 8'diameter wet wells as pli(ations where regulations ,If as 81x 6' and Wit W' rectangular wet retluire this nittigura 11 11 wells. InstAtition—Units weigh 35011)to 5=1 lbs. less suction piping for easy installation. Fiberglass Hood— i Generally.all lifting for installation can III, kiesign(•tf nlsergia,s botxl pro\ides b handled y small crane or front-end loader. pmtertinn for 11w wet well the unit is delivered ready felt installatiun and(aeration after simple piping,electrical pit,. and displacement Switch connertion urn y�, Operation—features 100%duplex eyx'ratm+m Ixoti uxlr �lu, - „ A, Ott Wl..�,Iu,t Wit._ with dual p[pinZ and Priming Systems for olx•nmµ handle.and hasp 1. tull stand-hv depe,rdabilitV Automatic parikxk. All harciwarc alti•rnatiun of pump each 8 hours equal".., corru,ton two' running time on pumps Makdenanee—the large tillergl,iss hooxi • opens completely for easier, taster routine Maintenan(e and S • 'e lllerr easy ace l"S ++r station (oMpo eents are positioned ,tor All crmtiois are clearly labeled for or er', ventilation Heating- 11,91• (onvenienCe* capar ny, low [lot".le\t•. i Oe>t�e—Tote Wet%%kil mounted Pump ,quirrrbtage Mower are u" Stations IC.poodle deKign_ Modern 4ftto dj,sipr heat prixiue et1 appearance and low nofSe lew+l allo A ws th aue nx)tom theow-I ' inStallatf ,tnWr buildings, in parks and t ontiolled+dot tri, similar 1 ttion,, provided for cold „ protection In rsiremvh ,nid the Smith& I oveICSS\Wit\V2.11 Mountfvl \w,ather.spe(lal hot Nl insulati„m I An he Pump Station is backed by tic'Ix•,t ,Ingle and a larger he.atprin aid. smvrce warranty in the in"tq Pump. Healer Ctmtmlplm,h- Heuer ,r Fdx°rglawrmrr i t' Ventilation System' (h �r Vacuum pump Manrwav »4 1: level sensing ptor,e �Manway cover Check valve "►�r� r —Discharge plug valve ,. �\ Flexible coupling Drwharge piping- (not by S&L) Tom. - Displacement switchs I o Myr„ Suction piping extension r *Ak. � knot byS&Li STANDARD MODEL .. NEW VARIATIONS ON THE PROVEN WET WELL MOUNTED Pump STATION DESIGN G rt a„ed 11 r1 111.11 Mounavl Pump station — A rece„eat wel well the pre<ad red pump d the lets, lhic creates an ,•a ;v u t t-.aL;t n cl t floe I w„tv n,n;hr wet well mounted pump ,Iauon I. Inslallcd wide+,{,eninq ulx rKla„ hd. u�alrrl wet well mtertx e. sepa- I,Itr to +\el will and onvlrnnmrmal s%aeln prevent build-up of ermine Ka", �j Turbo Pump lNel Well Mounted Primp Station g i•, .s,k A & lo\eles, tudx, pump I+ dt�y;rx'd He low tk»v, hlµh tlu0.y,;ny �i,k ark,. ercxb. i 1 .uth a, la,.pltah. lot n(nOn ;n.nttnirnx. mobile flume pvk., resorts. an yanuu+ n±duallal app!Kanon,. othv, in these t+pes of u,uallations dx•,tandard 4 wn l(uK sewage lxanp is tot apttf,cable lxq-ause a the low door, the y1l WIN) pump Ita, a specially deslgried nces,ed open tmWlwk • tc,,,1tne the ++a,to+\atr•I doe, not go thmugh the impeller the turbo pwn1,will pe„am v,i i,l that will Ixn,rhrourh the,tKtum bees even at t ytn'+•ad+ lu+y duw,, I1w s&L hoax, pwnp ha, ra1w Chic" of "0 GPM to WO GPM with g' pq„ng ",I ip GP41 to iop GPM w,th n' piping. the turbo pump I ,t,l,dr,rKmri spt•t;ne alh if rho \yet we11 moculled pump .taken „p'.I IC t" IIllT t ' ...+u..• , NIA \ '. MJ�� ym T��• • _�' � � . _- ... •••9, / \ � � —'•INN I J .r 'WY HV NnW.[.4•,.NJt IVnM I•' � f l_ I�'I �' ,G '1 ., o • r L I� ' .J J It4M wlb .�; � �y� w,fa�.rt♦ � �'i 1,1! I ' I 'I it � LL 11Z �r-- ♦� i jt j it III ✓83 I � t .. �✓ I ♦ ♦ A j � � r•w r..wn ! � `w`ti'`' I I ',�"---..'�+ LTw19,�1F ' rK M j —r •�w4N♦ .N I 1 •E R ♦I ,W 1r tl J ,0-1 ��♦ •• f ♦ ) •G J Y • YIIIAO, �� - Wnw' ,M ' ,•0 � w0 - w0 � wY we TTb tY I 1 _ 4e26 j SEWAGE PUMP 120�- CONSTANT SPEED PERFOPIMANGE t^�,. •:,� - 1760 RPM S4L22 IMPELLER 110 SPHERE E 'a MAXIMUM SOLID 3 j loo �- .. � MAxIMUM STATIC SUCTION urT-2o �-la a9.3� t r 90 a 70 -- -- .- 10 60 40 i. 30 i EiAXIMiiM Ski A rs -VLOW - //I ,� l U �a •.aOA GPM _.INAX1: 20 Goo GPM WITH " W iTH 4 . ........ ' Z� PIPING G", PIPING . . 1000 1200 0 200 400 U,S60 GALLONS 800 PER MINUTE 4 f � C -------------- .y "Wirrai��r(�cr�it'ic:�l� SMITH & LU\I l l tiff,Division of the Fslulyne Corporanan, l.coa d ti .1'in i iter s'lllanti' station rl of the Faetory' Bud., Pump Station guaranties it to be fret Irom detects in materials and Sd(TH & LOVPLF SS-autin,ntcd per%unnel, but in no Merit workmanship fora period of up to one year cotnntencing at the time the t in I' I is placed in 1,pzration h} u{ the pump station by SMITH & ` j is the pump ,ration guaranteed f inop longer up' 18 mwtths from the date °�sf fo n This, guarnntMM is contingent uaranice will be voided it sWtt-up P' C a ' LOVELESS-authonred pen°tinel• amf thM g Ir- by anyone else. 4- anent% provided by SMITH s Li)\EI i ' C w a � $MtTH & LOVELESS sWill tations tile alirncsmUpce °f responsibdiq N the owner ta+ guarantee of the Pum, C. crud, statist ha%been protected Prior to start-up �'• Dur ng the guarantez p f any Part is defective ar fails to Per a% specit ed w en reeled, and maintainMd all in assordante with the written operating at design conditions and if the pump \ELFSS wd1 eschangM frets and has Neen instailed, oP' � instruetions provided by S',iSTN & I OVFLNSS, SMITH & W ' of charge a replacement fur streh Jetrstivz part l)efccuvr parts must tie retained b} the owner to S�{ffH & LUVEt.FSS. if ao nllueatzJ• the zNove guarantee, S\11111 � IpVb'.LESS will pro``idc, without cost N'hen covered by rincipal pump;, pump m°car<. be requitMd a, replace. repair ur laodify the following. • xze t (or LaMar pravidcd by SMITH to the owner, such labor as manta the steel structure. p other rS MIT" but no other• major ewnP' suction and discharge Piping and v'ah•r assembly. F pOr arts furnished under Mncernse red from irntallhon of pang 8 LOVELESS kinderement of defec iv M P resulting from rMP the owner. this wattanty shall be bOTTIM by onsibihty for the cost of an}• repairs or amp station structure .or its components unless S411TH & SMITH & LOVFI.ESS will not assumz tr c alterations male to the P . iven specific written authority therefor. urn seats. LOVELESS has g rr laczment or repa'r of parts normally consul m service. such asp P art of routine maintenance and upkeep '. •I The p fire of charge under thi> warranty light bulbs, oil, grease, etc., are considered as p and such Part. arc not eligible for exchange S TO TttE MF.RCHA�I^BI pa'R IC THI SMITH & til PARTICULAR t t)\ tk�s no ether wattanty express'd ar implied and ILITY OF "l _ �l 1411'l lIR) WARRANTY 1, MESS FOR A D►SCLAIAIS \ 1 \IION OR :AS tU ITS 1-1T• uential or incidental damages FAt IORY Rl 11 I & v11' rc,+on%tblc for ire a! I SF, SMlfil& 1.U41 1 1 SS IN not I Pl RP0_ Iron, sash things as. Nut not l01 rep us defzca in design,material. at any nature resulting r+•pta;cment%, w retx+ worklnan%hip• or dcla}• In JMhvMrc, 1 � 'IVISH&Loveles8 Dtwslon It rev Ir r Rr ,a _.law Wet Well Mounted Station Submittal Specifications line. 101 - Page One 1 SPECIFICATIONS WET WELL MOUNTED LIFT STATION WIT" DUPLEX SFWAGF PUMPS 'a GENERAL t 1 station is complete with all needed equipment. The factory-built, automatic vacuum priming pumping factory-installed on a welded steel floor plate. The principal items of eolufpment are two vertical close-coupled, motor driven• vacuum priming. "NonlTog" sewage pumps;valves. internal piping! central control panel with circuit ances.v nt lalor• starters and automatic pumping level controls;heater. priming Pumps and appurtenances. 1 and all internal wiring. PUMP CHAMBER . It o sited to rest on the tip The pump chamber is as shown on the The station is constructed in one complete factory built Assembly � chamber is Plate is 3W thick vad steel plate. The P++the and is of a standard type manhole as shown on the drawtngs. The floor p' around the edge plan view of the drawings. padlock. enclosed by a hinged fiberglass rover. The cover has a st❑ocke drip by provided with a hasp to allow the pump chamber to be locket with a I normal lo:1d. A cover Plate. um chamber, complete with padlock provision is Provided integral with station The cover has a latch mechanism to keep the cover open under any exterior to the pump base lop rovide acres% to the we well. W'lWINr wcWfng with welds of adequate section for her, am joined by electric arc All steel structural Me"' ` the joint involved' f PROTECTION AGAINST CORROSION to rtr. All weld spatter and surface toughness are `moved by 9911de n d After welding. all inside and outside surfaces of the structuta are blasteJ withiiedet aitl inildm�d weld slag. a single leer inert coating is factory.app toa formulated rust, mill u;afo the cleaning. "venapox epoxy resin especially immediately following nt This ruing is goat+ contains a minimum to shipme tans. The dry outside surfaces Priornts. by South & Loveless for ahrasittn and eorrosiogmeentts and thixotropic age of , epo*Y resin with the balance being pigments ri PUMPS M " sewage Pumps of heavy cast iron ctvnstruciion csReciatly designed vettuid Nef'4109 vacuum Priming In order to mfninuz is locked iseal 'car n bso IT1e pumps are sic and m impe llef for the use al' mechanical W1 the ghaft bearing nearest the pu P lineal movement of the shalt. Wet Well Mounted Station Submittal Specifications June, lyil - Page Two that the thermal expansion of the shaft is held to a minimum and so that the end play is limited to the clearance within the hearing. To minimize seal wear resulting from shaft deflection in the mechanical seal caused by the radial thrust of the pump, the shaft is a minimum of I';h' diameter from the top of the impeller through the lower'Tic tor bearing supporting the impeller. The dimension from the lowest hearing to the top of the impeller is h". The bearing nearest the impeller is designed for combined thrust and radial load. The upper bearing is free to move linearly with the thermal expansion of the shaft and is designed for radial load only. The shaft is solid one-piece stainless steel to eliminate corrosion within the pump or the mechanical t� seal. r The pump impeller is of the enclosed type made of close gained cast iron and is balanced. The impeller has a taper fit and is keyed and secured to the motor pump shaft by a stainless steel cap screw equipped with a ny-lock or other suitable self-locking device. The impellet is readily removable without the use of special tools. To prevent the buildup of stringy materials, grit and other foreign particles around the pump shaft, all impellers less than full diameter are trimmed inside the impeller shroud. The shroud remains full diameter so that close minimum clearance from shroud to volute is maintained. Both the end of the s❑alt and the bore of the impeller are tapered to permit easy removal of the impeller from the shaft. The pump is vacuum primed from above the impeller and behind a full shroud. The pump adapter is made so tht water level can rise in the adapter. and submerge the seal assembly. The pump shaft is sealed against leakage by a single faced mechanical seal installed between the impeller and the pump backhead. The seal is of carbon and ceramic construction with the mating surfaces lapped to a flatness tolerance of one light band. The routing ,,me is held in mating position with the stationary carbon by a stainless steel spring. The pump ,. .cute is tumished with mounting lugs and is bolted to the machinery chamber floor plate. MOTORS The pump motors are specially built NEMA P-base open drip proof induction type. They have normal starting torque and low starting current as specified for NEMA Design B characteristics. 9 The motors are not overloaded at the design condition nor at any head in the operating range as specified under operating conditions. The motor is fitted with heavy lifting eyes, each capable ' of supporting the entire weight of the pump and motor. 4 special varnish treatment is applies ha the stator windings and cost preventive compounds shall be used to coat the rotor and stator air gap surfaces and protect the motor against corrosion. CONTROL The control equipment Ls mounted is a NEMA Type i steel enclosure with a removable sans cover. The circuit breakers, overload reset buttons, and control switch" are operable without . removing the access cover. Wet Well Mounted Station Submittal Specifications • June. 1971 - Page Three Thermal rmagnchc air ucuit breakers are provided for branch disconnect service and sho Protection of all motor control and auxiliary circuits. rt circuit Magnetic across-the-line starters with under-voltage release and overload coils for each ,,base are ;irovided for each pump motor to give positive Protection against single phasing. Each single phase auxiliary motor is equipped with an over-current Protection device in addition to each branch circuit breaker, or impedance protected. All switches am labeled and a color coded wiring ranch shall be provided. To control the operation of the. Pumps with variations of sewage level in the wet well, three (3) mercury displacement switches are provided. To maintain u 1 P mP Prime, a vacuum priming system is provided for cacti pump. The pump prViing '^ systems consist of two vacuum pumps,vacuum control solenoid valves and prime level sensing probt An automatic alternator with manual switch is provided to change the sequence of operation of the pumps every eight hour. The manual switch allows for either Pump to be selected as bise Pump or for automatic altemation. s Provisions are also made for the pumps to operate in parallel should the level in the wet wall continue to rise above the startme, level for the low level pump. VENTILATION >f 4 A ventilating blower is Provided to adequately cool the machinery chamber in hot weather. The r ventilating Mower is turned on and off automatically by a pre-set thermostat. SEWAGE PIPING For ready connection to 'he suction riser provided by others, the pump front head is drilled and tapped for a 125 pound American Standard flange. The discharge line from each pump is fitted with a clapper type check valve and an eccentric full Port plug valve. The check valve is of the spring-loaded type with a n.ihent seat to insure drip-tight seating. The common discharge pipe is provided with a dresser ty{.x• sleeve coupling to connect to either steel or cast iron piping. WIRING: The pump station is completely wired at the factory except for the power feeder lilies. All wiring in the pump station is coded as indicated on the wiring diagram. Wiring diagrams matching the 'r unit wiring shall be provided. FA(TORY TESTS t All components of the Pump station are given an operational test of all equipment at the factory .5 to check for excessive vibration, for leaks in all piping or seals, and for correct operation of the control system and all auxiliary equipment. Thc pump suction and discharge lines are coupled to a reservoir and the pump shall recirculate water under simulated service conditions. now= Wet Well Mounted Stahot. Suhmittal Specifications June, 1971 • page Font SPAR_ I_ ' PARTS A complete replacement pump shaft ical asumhly is furnished with each lift Aaticn. 'The spare seal is packed in a suitable container and shall include complete installation instructions. f INSTALLATION AND OPERATING INSTRII CTIONS Installation of the pump chamber is done in accordance with the written instructions provided by the manufacturer. Those instructions are securely attached r, and readily visible on the outside Of the main chamber of the pump station. GUARANTEE e See "Warranty Cer,,cate" included with this suhrUittal. a Vacuum Priming Vacuum Priming Vacuum Priming VOCUUM Priming Pump N0.1 Control Solenoid Control Solenoid Pump nio 2 Volvo No I Gouge Volvo No. 2 Polls Y 4 Float Chock Float Check Volvo No I Valve No. 2 DRAIN - CHECK DkAIN - C14ECK VALVE NO I Shut Off Shut Of L VALVE V0 2 Valve No I Valve No. 2 Sensing TO PANEL Probe No I Yam— I Sensing Probe No 2 i f PUMP �-- - - - - - � — - - - - - PUMP NO,I ' Pltugl at DOME PltiiglO3 DOME 1 ! fRaf.l NO 2 Strainer Strainer i; I S 8 L WET WELL MOUNTED SEWAGE LIFT STATION i VACUUM PRIMING PIPING SCHEMATIC DWG. 86 A I O I �� ,� --- � j ,� ' � b� '� • r � � Pi J 1 tl 1 I �' I � " 1 � i 1 , �� I , �, , �� { � ';� r ` ; � � i � ? i I ! I i � t � , � ' ., ,.� � � i � � I I � � � I -� I . � , � � � � � ��, �� I „j i i I I i:i•. " ! i � i ��' � ' ��;� tl � 1 1 1 � i 1 e Y .. . � � i ,.� i _ ' �" i ' � « � � � � � � % I r .� t t ?I '� � I � �� 1�� , � I � .. .,..,.:.�::.:r:ra'� �.. .. J , � 1 ,J( J a `J { �', ...w+ .�..•� ..« � ,.J.w:_ _�,.� 1, ' � „ uww K 1 ��kU pOuR'ii °.tkil.�tY 1 ._, � ... hw« w OPTIONAL Y Q � � 8 .rl _ - � - � 1 r t i ti ._ .,,, s — _ . . . .< a . .. .'. � ,.__ .: _ .� .. :..� �. - '.:, I '� r 7 � JJ I ! P � i ° j `� �: i I r t 1 1i 5 J '•, .:� l �'� I � t ,� r 1 � . 2 7 I I .. ,, _ SMITH '—'---�— N lOYELES3 ENGINEERING STANGAROS 6 SPECIFICATIONS S"SOL ZUTCKLAC srN.ze Pole c 4LB2 5000 A,PRRP INIERRUP IRCUTT BRPARER `—_—_r_ TII.G 1 1PACIIY - i20/240 V - 1 1 F 'TIN-F' PAVCPAPT"ArB. TN �F�R�u AA' y 4�'[��16 ' 10 yy1o�• COWtJt`CTGG ` 7 u PPL.IE0 ON RCAk FR pgTEt+ 3!S Afi Pv tOle , e 4-+'a wttee 32 � L i 4MP MT�.5LOT5 Rt.•TI Nei. �. "/4 .\ •wi'14 _ 14 le I I 3 a 5 I ro f 3 1 1 r+'TC, sLOTs.Too�,ear. w 11 �3L_ - O 64' �..—__ nL 29TG bp�LICET-(RF F RKe» FO`z CIRCUIT 92 5 Pe.RT Ne.4L>, IT TAD -�---------- n Tr.O O••2E "/!,L x%t K •02o TNICy-- GA8 VENT. ouTt_WE DIMS •� N.T. $. boT. - "Ly S&L NO. CONTINUOUS W MPC. N0. �fI RATING L41.82A, 5 QCL 1005 t~ 4L82B 1 QCI1OTO-- OCL 1020 4L82E 25 QCL 1025 0 41A2F 30 QCL 1030 a u 4L82H 40 QCL 1040 ��iOSC — - 4L82L 60 CL 1060 4L82N 70 QCL 1070 4182N 100 Non Auto 656D021G21 a 4L82P Handle Tie (Calif --133A633001 Si T O 0 NfR: Westinghouse Elec I, Corp. 0 SM1TN d LOVELESS ESS ENGINEERING STANDARDS i SPECIFICATIONS sY"so—` TITLE "QJlCELAC C" TYPE Ab DE-ION t;IRWIS DREAMER - I PULL 4L202 lU-100 AM"FEES 24U V.A.I, !!T _ 1 OR __1,- SvR a wl— ti y��i .PRE ttURf CONNEC TORt SUPPLIED Of' vA5 VM ONcr Cy.r SR6-AKERS RATED JD AMPS 9 OVER LLF soT�" f� 9PPRO✓EO IA 12 �' 2 :r J.'. NF PRN NO CRPTIYE TCRMlNAL W SCREWS t BRERR£os DAMPS. rAIRUJO a I AMPS APPROVED Fc" /c-1/O W/Rc Z-F D- �^ ly "I'i pR•2 .'N� Sc ors !2 44 J9 y�J 1'. .HY/P Mr6 StorS Tcv'/Da• ILU v ITT _Ca.RS ✓f-N r as Fw CIRC�ylT TWO— YAd SIZE "Jt" 2 0 , 0 TNK F: 0071lM', 'i xfr.'e I 5 & L co"itieuou. Catalog > late Asper* ' No. m Racing I -10 �15 4L202A < W02E N 3020 0_----' — 3023 4L202C 25 +— vj4d 4L202D 0 35 4L202E v 4L2G21 40 3050 i 4L202G S0 ' r 4L2022 _ xQ03060, m I r q- 212c 6-70 ► O _N� 1�J 4r eQu 4wor ` j ineeting-►PPToved al- � u totl• .+� at Eieccttc _ n NUTE; xtd. by MeatinShou _• _ AW 0 t - e+Mtot SMITH i LOVELESS ENGINEERING STANOAROS 6 SPECIFS 4�82 SWITCHES T'T vgy,;;EMCAGE TIMER - le HR. , TWO U. SHFft 1 , a. NOLE5 51ZE0 Z �,g 16 FOR 1Jv B 6C2E"NS PAW 6L 9 q 5 c%", a/1� �2 16 I 2 g cce.e.wce w W N W _ 1 0 No 2 N04 ' I dCa Nf♦ cs NOG NOS m NCT NCS 0 W e 6 f ' 1 L APPROX. 5 ,LOI4C4 I +y' REF. NOT�1 16 ` t t9 TEILMS r5 TK PG SGt-D Eii Ll55 �� 7 2 TERMS 451ZEb To iaccc�T .Z wqs - st on eG?u*� ai ( .250" w oe) - OUTLINE 0 S&L ELEC. CHARACTERISTICS TDIX -- SWITCH PART -- . PA CYCIA VOLTS PH. Hz. RATINGNO 0 4L282A 16 Hr. 115 1 60 15 Ampt � SCNEMATIC• eL NOTES: 1 . Part ns available from Zenith Controls, Inc , Chicago, Ill. ; their model E-1L, 16 Hr. m 0 W n r o , u SMITH 1[ LOVELESS T 'TLi ENGINEfRIN i G STANpAROS�—`j SPECIFICATIONS "ma` W' ::2INPOLE; CIRCUIT BRBAU" . THERMAL I'TTE 1, 2 6 l TOLE; MAGNETIC W.I38 --T �- 100 AMPS (13,000 AMPS INTPRRUTTIW CATArm) � { Pot.E FA l / 2 POLE �& % n 1 r /' 5POLERa - .r 2 M!n!y A. »tom r •rf r ;nonwy.wq,QJowyy.tDv"VlYr Imo•:a••ro f'+e.wa r��- for lr W t4 Carew:ouny.ppy�'Ore.nyn aw•y,. :ayw.,o. . '� ~ H OUTLINQ a -- P MOLES TAPPED +►s•92 ;TyP Out cumM, ALL Oeep4 CRe}� _L e. 41/� 'r. 16 s Leweiergo 3 i j POLEIa ZPOLL I P�L-I[S FRONT Vit:'N M N101 r DIM&. i � 't NOTES: I. Manufactured by Westinghouse Electric Company, their "A.9 M-ton" v Circuit Breakers, Type Mm. Specify breakers to be furuisbed with , i mounting hardware. See part numbers on Sheet I. it a �ll 4' 1rM�0� SVECIiICAT10NS }. FMITM i LOVELESS ENGINEERING STAMOARDS'Pi MAIN of PtYB Fits 1 uuiAKbtL'; - Llg',,•y:1N' sMEeT_s.— oF n*lE ,�'!•$ ;�,, AhlP9. : �. ..��%7J IQQPS. , .... �� UNIT Of AS. c DwTw iROCEfGINJ OE fiCRiiT10N 1iEA1vlY ," _._.._-.._----•'_-'___. t^,x31£F' POLE Af IY. 'IWO POI$ RATIIdJ ONE POLE VACS 0 40oP VAC (D1A]C.) +✓;��' \'AC Mh%. _ Imo, N7R'S. (CWT) DVR'S. PART NoR+l m :7UN616R PAIL t:. :dUt�hiER NUh4IER N[R+Q1h'R iFi?O10 '+1'` 'CN � 1 E.,-- 1 •. 4L^_..�;LIN :,L^-';CA II'B .. 4L2�AN ER1�ti:1` , +L2` 2CB +L2 '.AA - ------ -� g�3^0 CC a iaC P�¢I2J2`� ,4L258CD 4L2 AC --- _ .:ur7 E110)3' CEO ` 4L2 �M4 40 !' x"E E',"H2O•w 4L'-'56CF E1R32050 60 ti +-G ^".+ 4L2 0 W .::;.i, — 4L2'EL nr- 00 - -v gi5 N 100 NA ' n O I 6 s:` SMITH It LOVELESS ENGINEERING STANDARDS i SPECIFICATIONS srwsoi TITLE! C-g MC"R STARTHR,¢ _ L .•. .• .F :N TYPE. :'AC, OPEPATII: $HEFT_:--OF °AT11 PROCEYEING OEKRIPTION S'TARTEft UMIT OF WAS 'a- MTc.. F"PF;L 10-SZscelvrs-SIZE0,1f;2s*AwTtRs MT4 FoIx (V 0y4_ZD SCUw5-SIZE 314 STAK"AS . SILI 314 SL.,a:T!{LS PN�.Y W N 7 W I � 1 ® JEI ] ZZ I MST, - a.E3ET W 4aer-) 1 W _ W a f{ DI — OUTLINE V iMS. C A:E P)ote j 60 HL .M DINL'NSIONS INCHES) ��r�A an —. H ( MAX �`-' S T- , D. 0 /- pntal.cs S e e A 6 C D DE E E E I `� ►-�.P VOLT w g.. . Size _ - 2 O 3E 7 417. 2 — 6i — 4 1.51 f.85 54(.0 A1011�0A ff T 2 230 g� 7 4 `- 5.54t.513>35 ,0 460 ° 4',,2G-�: A1JCNOA 1 8 Z IS 230 i 5 83 53. 4q — 8 — 6�86 1564a4 E9 4fv0 4,204f AIO'.NOA s 9 — 90 730 I4 &90 1.94 63l So 4(ao 4L22.4D Al"ER10A 7 t l 2 6 6 d i2,e 6 D — 6 — g Z q q0 1.94 6.31 o o 4(vRj n »�2`+IE A10PtJ0A SIZ6 0 - 4 LBS; _ I SHIPPIfiO WEI3iTs AS FALL0WS1 SIZH 3 - 23 IffiI SIZE 4 - 24 LES. a tSA, • INC. CTfiS: i. N Tr?MIS� WrM g 2 CIRCtTIT (NO-NC) BASE Aim. CONTACT. FOR All: ';• e 2' pRY ,WrACTS. SSE 5 k L PAD ITATER C01 S NHCES&W POR op9=10N. W �„ PART 70 NOT L"ICL(JDEo SEE aSI,?. pOi !EA S: U EC� :•.ra, SMITH ► LOVELESS EM01MEE rr - 4 imww DATA PO Iowa 048CO If1OM PAX.' Im Wall .1 1 4L?04A-1 ,. x 4L2174if-1 — - 1 N AL204C-1 ant oi 1 � 4L2U%ICrl •. 3q,204i.-2 IL204C-2 9-1 41,2041-2 ,-1�y1-• t4 . - __• i 4L204A-3 . . .. - 4L204C-3 W 4L2o4D-3 s m .t. i"f• a 0 6 S 1 } • C w Jt{il{ t SYMF Ol 5, M d LOVELESS ENGINEERING STANDARDS & SPECIFICATIONS 4L276 TITLE 7 IDN T1'►E 0r ]._ llEASE0. - WALL lOUNt®. �� sNErr 1 --_—'_— 120 YAK - 1,00 WATT - - � .� r,, 14$ -- �t�:.: S//b A'A 1. LOeRFo12 a>en sraCL '..r---12Z - •.� �►IT6 W C/o u Si NG - oK BRO"A" 39, ENAHELED ' e-R/NKLE tCAR ,"J� 104 F/Al 5)4 4 la Y. N, . J. 1■ O r 1 r N W .r a 1 w 1 , a N 5 t 5 • U ' g � �II raon 6Uc. Go.. Div. Bra C&tslot �• ry1-1251 ad by EdWla L. Wteganp jNotes - spot tuao n wets . � 1 N•nufaccur Yhait UttlitAPpFox�ca aac Pi Ltaburg. Ya' and Watts. _TO" specify voltage roved aq�i' _ 2 or anginef L Tinpp aPP 'I L4 0 6 MIN i LOVELESS ENOINEEItINO STANOAIIDS i fpEC1i1CAT10N 1,TLE : yuy _ t; � OPERATION, $MEET=Or '- SOLMOID VALVE - 11� VAC. c) Hz. COL'. ta. _ UNIT OF MIA& F JAtA ry�pCl..IMO Dl.Cal►$IOM VALV`•. SOL. 3 WAY NC �Exr+nusT To AIR 8 (:OMNECT/ON , 0 N 17 > 3 1. W t I y rl Q !'Q" &IPT TAJO r / 132 � l 2 PLUS. N L W CE SIZ N T. �yy mm S. s., :3ODSf TOP PART N0. JATAL00 2:0• 4 3/32 1.2 C 1!,lY`5n \r�jjpB NAC2 �che•.lat to Ai:' REF`A�^,EMT1' P.:RTS eAT. Nc. 1° PART N0. DFSCRIPT.20:i — _ l 0 ereting Coil '"' 'dAC 1. Wo-9 Y a sr Sprin£ _ 1. - =larhe Seal W _k .er Aae'� _ — NOl'FS� 1' � M,ZG OR EMUWM G APPROVED NEWAL .ihITAIN. ' o �UPPLLED M POWEFO'OW SY� LNC., lei?1 nlKS AIC, 141tA5AS 2. c=. WBAS. 0 3. WEI ORDERIM, FpE=.y C",'U X, NO. AIM %TMAU. W J SMITH d LOV „TLc ELESS ENGINEERING STAND ARDS d SPEC CI ATIONS SVMmOI T42 Oi' 3 g —� S �. Mt4 wog 3 3 e 6a -- c ti m w yI IP J 211 � I 1 104 2 i I 16216 r b 916 1,�1, 13 W 1 ...{{.. ' k fi a l e i e^Ko'L` I ib� 5 C . floc- i, J 16 W met. CV T�Ta) 1 a OUTLINE OI �q "^S - 2kVA 6 �-•--_' y 3 I s 4 is DA� SLor3 ` g k I � µ _ 21 U 14 L 12 K I I I MI 7 I VVW" DIA. v �' +•�I- 16 REMOVABLE�II# 1 � KNOGKOVTS,I2I IN � is - > WALL W IN BOTTOM —� 60 r rOM,(p)TOTAL — $ Is GaS[ OUTLINE DIMS. - 5KVA 16 - � 1 M SMITH t :LOVELESS ENGINEERING STANDARDS A SPECIFICATIONS l E EET _ m• i •`W � � o W V i ea 14-L i ' t3 i 1116 DOUDLI l It Trn I KfI`JOCKOUT$- 2 Rl MOr/�6:.� �Ct�y SAS! WALL 4 (t) —_7 11 i6 Z 0 O UUT � vE ��n5 - 1J KVA i �i. 4 7 r 1...4 i MT4 Ho�-[T i1y `g� ij 7�C6 ) � TY* r S VAPS DO-At* • • L. x�oCto✓r3-ZrA 5,o, Z N So-rON- 6 rbrAL o,.as - 112 i(VA 'k ANBPO,CM6k',- U Y MOUNTEDWET WELL , PUMP STATION PIPING y. WM fy` SMITH i `OVEIESS ENGINEERING S1AND R js SPECIFI_ CAT�IJNS � �— -- nr�c roc ris.vs - - eslm-1�?!� W"-w Ssxt004 - Jib a � WRC�.K.H �4iH d — rVt6N oi ORAIN+s, 2 Y I pt/LLGd � W /sa•�a 6 USAS STOFLOW y' SMW w A W 6 N ws�►t _ - vfav& Ch., with hatL valve 0 6'"T-c Vrweb si:• e c sIL 15hb v 741�• s 2L104A 4'• 9 �i lr • O` •Vr•neh • Recommended Length f41, part No. Mfrs* pa No. Vra.;.h r th of Plpe 'o be ueed, yrenc Vreoeh Only site h Only �f (Not F..rnistIed 2L104AA 1580-A N 16" Parts ems• b7 �eLaa�' valve Mtg. CO.. 6oraopoli:' Pa. 15106 MISS. 1 their via. b. 1122. W 2. Sdd• parr "0. 2L104A doe• not include vrench (SbY ;hdrr 2L104/uV - J vrouch geperat•ly Y Or •n8 Sneering 4PProvw •Qwl. -�,.. u .�.. yen. "'i � ... 1 _ � � � w � r..... FI fl _ ___ .t. o. ...��.�.. �� ..trot Qom�>�n. �1 3 i m�. �e_n.e � � f I v e � � i•'�'rl 1 r�.♦ _ # .. � f di.. Ana. .. n ��'� l I _ _� � tl i _ �- t°� �. { I� _ —'_�(, .., _.... � ns.e.�i ro•�� w,� ova u.".,: t L_--�- • e,,,.,�.�.�-- t __ 5vaeo4, �„��•---- SPEC LOVELESS FtGAT IONS _ 21 .0 SMITN 6 lOVELESS_ENGINEf.RING ST ANDAN --_ �r. ---pf T'T`t $TRAI SIT 11PL ING - STILE 3501 s 5/811 x IC11 BOLTS 0 m � A u 0 N � � I r cv 7 11 O rz • olr, aPPROX. NO. OF rE16NT yes. PART 101. SIZE plpE O.O. ApLTS A M}16ER SIZE M,16ER 4 y• 28 33 4A 4.85 e 2Lli0A 4'• 4.50 - ,1 I B•• 6.62 • 6_9 5 AR 2L'206 6�. 5.15 6 t31.2•• .. OC 6" BA 8.6 _ 15 All 12 10" lox 10.75 • 11.10 IB 3/4" 85 ZL1200 120. 12.75 13.20 3 2L1i0E 12•• m a 1 v INCL00ES SLEEVE. 2 GLM, 2 aWIS, MLTS AND WTS. 1pTES: 0.SSEI�L CLryA CATION. P. 0. BOX 'D`4 - Mi'J11 Ta FALLS. 2. MFO. BV OSIIALMSA. ', A S25?1• IEXAS 16301 • P.O. f�X 350 w .0 W Y y' � SMITH d LOVELESS ENGINEERING STANDARDS s iPECIfICAT1c srrsc. - - - - - -- -- - - - LL29 VACOHN PON^ _ SINGLE STAG[, LLC-PPDCATING TYPE WITH THLIRG.L PNOTLCTION-- 116 H.T. Cf 1725 U% _ 115 V. _60 Hs I ..I J�lDUKTIOOI - 1 e 13 � I a 6 W - s CONYINUOVS W 'L 29- P'ERFOkM�1.bICE U,RVC I n N CPM Ft!! .AIR C— 1725 RPM ' ao t y' (CS M1RAGTM1C TO Z9.ST IA. NG STO OM1� Yt 01 O lI N1. - Gsoc 109. Coil.,, Pon[on Ilsrbnr, N!ch. , their lbdol IVAF•1fle100L. '1 ' I 1, Hfd, by cod AociprectcinL Vtcu.r hvP rich Lahoust Muffler- od I Oil-late Npcor Horn c with lncoresl i'L 1 115 Volt, 60 Ns., SlnLls Phase Motor, lib H.P. furnished LPN. .fior>rl PrOts•c1on. Also sPectiT Pu•Po co be furnlsnad with t it, len.L. -vita cord. rLthout Plut. r Or angintarinp Opp"'" rN sl. ' I — o a Y BtW VVAC Dntl.l't au.- "sc:i0t1ra1 _ ar ui4Y'4:M..".M1✓N��V/a.rnMWn'..... a 4 • erw.o� tnMn1�N _ ENNINE[NIN4 1fF IC IFIC&TION{ I•L'.M29 snntNNi lOVt p�TiN� ll wear-?or STA(X - � AO Itt �► 1/6 a? Q 1723 LR rwriQ low FIX* t Ysoe iyeur: tton MC r is Y� r _ U i Il . a I o �w 1 r c I7 W J O � •t. U �, I SraaOl 1 ' SMITN \ -OYELESS ENGINEERING STANDARDS E SPECIFICATIONS 8L79 rirtt 3 or ] save. VA000N ?Vw - AEC]TROGTINO I", ..,,, A Data :'roc. 'Jeaorl•:tl- pm No. I Rf/9f/R r�RaE. Rp'd. RARM Tart No. MecrlTtton 36L Tart ib. No• ------^--- is �_.._ A al t ttsr„- 1 @L29A-1 1 _iJ00A �1" I IR RA503 PS a AP51@ _ Head Gasket_-._ @L29A-4 h ve N533�_ _ Out et 1 @I, A-$ - -- valve P ate r L2 A- 21 -NAB a vs. at N > A• _ - OnT---t _ ar as at W p A%!�� -t llndar _@L29A-9 24 AT510 Cy --1-. ---r_F'{eton R nA__, 2 �L2 Piston 3e0_ ti @L29A-11 rE;'*r AT_�R L A-�2 _. ._.` F jt Eraasit - 1--- A- ] 61. -14 .- - —AT51 Eccentric 3P � @L29A-15 9= AT-i1�0 - Couoi.etvR�`h,�t_^--- 1 12 A-• 33 A1524 t t �;X_._ 1 @L29A-17 _ AP52 +' @L29A-18.-, - -" to nSL lain 1 - W AF —_..5r., i @L29A--2� W l J 1 N 1 1 S&L /8L2S(R. "nufacturex"I {I t•' orr�r rePalr ktt, 0 �'- rebuild $6L @L29, a T,y tked NOTR: Part no V265 KSt includes Ref. N�> 1 - D ,+ O s P e 4 X P. a a n T_ i7►y �r U 8 >_ b^ Y �Y� O_!1 ya F- T Y�- �. , - M r eu' Wax we 1Mleu ion A, M a 1nANleuon ., a.Y$ Ju^". 191a •� _ xilror, load. it I. ` sas 216 to, t1,c ao �! \ ler,exa.Kdt "BW with arld 11"""d to FOmPe b1e installed in accords ins :�dYix r necessalY \Deal codas m A plvisrcv dilect bultal m aodlor switches. o11i1 S at Seat ¢ 1NSTALLA710N 1 R.4BUIITON the eeory�o^aoin he dut� tried om,hel sst�ld Go a np�l 1 FOR F�NO O UF.1 STATION fete �oowd.on ox th most be suPP rs to the co comPlote. WELL a te. site and die soldedes ols io the ar¢ MO comV ,nsutaeon s cpntxec ""ion WET etas, Monp sta la t I to oPe Nei switch t° and meter ill not Youx Smith ubt,`ocludin9 all egAP h¢ 5actoN ban Md Othel wtrin E STATION ludir,0 ,actin\itlino,adW rakxrW tested .item p1 yea, °1 Us= tactorv.b`xiltn thoroullJV I EvexV d nd 1r-e 41FTIN0 d a station I4 etlon should abate. sWaa X' It has boa ttK% N°peen opzrated an The weight rids.The . ,0 may i4 poii on the side The etatAon 9P operation pP Pmeo1 has exceed 5000 holes r lass h lbn9 e electrical etN .sling i^1h" slin9onitbeit^est note. the discbax defects. bat 1t 4cebta WER d¢1aVs in con,V\eno9 into place Ali. 'Alwort ELECTRICAL PO electncaA htted Be w� the t,., m is "taxed Din Pi¢'Pr create long once p•OTION'. i Ole, a W t 1e to notilVthen adv 1' will align W jefp 9r'a settx all , sol hould • services rt,a�i,,Sa%e 10 nV• Inc!\ pipe O1 %be 'no O1 the ni tlrmt su the station Lack 01 efectnc1tore. for the elec hn t ort an n top s atio 11adp° 1oca1 gave' ifemen, station °^on the loV s gwes t to insta of the I¢au provided bad down ire Tn contractor oodior the 11ah°n' to Ise "miss, of the octoal insla MEf the NtS W plus reduces no OU1RE suPP MOUNTING SUCt\ON P IPES he it" sn,vice, SERVICE NE cycle pewet t dreoit place 81te ntro laee<ggthuofawc ntN In n PxPe�s ELECTRICAL n 3.phase. 11 the .action the the to hot , the wall 60 cYcle co CAiV, pipe . teQu"to .ng,e phase, 1a yet. the coon 1lativ to ruler to ersuhDuld eve The stal'oi 115 volt, 9i getton the Sti t,clor he eosin to a with a 20 amw be provided to distance tto e%. Che`kr�shadbV o Clang¢ supppV' maV 1 tused .Otis S,x Liia1, pipe ti lb.Coal ifg y 1psed disconnect>rvitch1t wehvouqb athetProo W a save'•• Nice nxcaP wplera m site.•(1le�su ® s oti the S.M]1e ,1t,asa se rovideA. o its0 s •eel Oan9a nr seNxc¢1s D n 11an9a the steno A weath¢rPfpOw¢t a to 910ui'u the ,actin be 1ov'varad nt,n'r 1' we pit" Once it'* su ctx°n the statio t itch se leg°1 a g.phaser meV lion. On tenb ll, Tt,e st't1On C itside the sta dlsconneG4wifo. 115 volt Dbas the manhole 3•Vhase, ase P° in9lQv e Phase I fog°he a x.\ary '-Ingle X be checked pn item the service W 5ervice to o, the ase \e9 shuti l servic's m tlhe be 11o11ov'i^g size RV1t:E REOUp pUMPNSTA� here 'n us , Vh 4ha a se end wlie AA, theist too and should WET WELL MOU1vTEU Power with ra,e Sep. to ylxre sw"CF REUUIRE'•`�ENST AT IONS . .` se V�1t. nog Sin4ex Page 1 PVICE O PUMP Fat Au cor..lat 5iu i,.r SE L MUUN` with Sod, n '.tee "Sue WqeJAluni + WET W 3 ase, 3 Woe p"4' ¢Selv,ce to c-::rw ^E �FIAniPs1 r• P,7^ C� I Vol,. all. $iP9pe ties l ro P IP p .. `A5 ,2 A2 A 1 230 115 F or AuxiUa�.�--� cold°',St 'M 15 71 tg t , $ie tin. Pub 9zs Wi'a ,nPeei t 1giT 1p Tg Nn 1 T m to a Enu sot.+ lPsl 1 IC g 1 1 is fw it Size 10 5 10 e 4 ,.11r 1'�ip µx4v 1 _, 17 1g ; 1 4 5 50 45 g 11 .iN HP ,pmM 10 IT g 111 7.1 i"! eo 6o a T t 2 1Ara ,0 410 a .� SON 2v2 � xd1 T 6g ,� a ] Igo 90 g T 10 5 Alto A gnu T ? 1d1 1 _ 7.Al2 100 •150 1u ,T5 0ll T to 700 Aso Ito MClt1 2112 3 Tda I5d ,lo Tao 15 700° �90 T1g 3117 4C .lpp 'AgTIT 1' 4og Oro Ac K- ,i0 'tg° ,M 4g � �sgg 5o atyli� i; w"t wee Muvubd Inttallatie r. Irnpuctium v"ae 2 January. 1925 unide the wet well, It may be rested on the bottom. The pipes can wen be elevated from the bottom of he manhole so they can be txiltttf to the suction flanges. The bolts, gaskets and gasket sealant reguiredr too bathe lift suction Pipes to tnt the he station, here beer. supW nrth w station manufacter. These are located in a bag along the discharge coupling inside the station. Coat both vile•. of the asbestos rim gaskets with a thm mat of the gasket sei,ant. (Permatex tr2.) When tightening the suction flange bolts, use a crisscross pattern to assure even presswe distribution on the asbestos tiny gasket. This is important because ::ad connection at the suction Pipes can cause a failwe in the vacuu,, priming system. WET WELL LEVEL CONTROLS The e i station is provide with rele three The l w ley lye"t witches dnplaceme t These initiate the WmP 9 y minimum above the should the installed so itTheer>,9s L ON" and"HL ON" • he bottom of the wction Pipe displacement switches should then be adjusted so they are the ebstanee above the bottom of the suction Pipes as regu'red n,meinnig These the sta switch an� d be ,asiedby he herght the cold grip djusting is rt ovided, it is probably If a fourth dispacement switch t lode'', drawing for far a high water alarm. Reh'< to the ,rig the proper level setting. CONNECTING ELECTRICAL POWERr. sOnnecijion tation is provided with a 1 1;4" c In t into he rough he base Plate. Power should be brough station through this connection. The three 230 or 450 volt POW wtAesi should Fx connected to the threw terminals marked "en and eC„ Ii atrense�mer^IoG anrd should in he station, the its volt simile W+ be made tP the market! terminal am! the ground lug. REMOVE DEBRIS which Kx normally pump enythir'b e pr' 9u through he vat.es, elbows aid prprn9. All t' n and - large to Pass thrWgh the station PIPM9 must be debris two Cars before placing the removed from. the ulxt'ean such debts (an'Or enter a station In aeiyieR. Nprmilly, t through haul" . ProP"ly designed sower systanr as r nuy have been nett by the mUirq, Itxtures.IWwave'. ao" plural) dufirq r,I-sbucoon as thrW vandalism. It .s mr.ch easier to '✓move such mat"r rah twtore startinguD the station) Tne station is now I^toy Ut start uP .�. . r 1-7 e ,r J M L y t � a a' a `L i 4 1 d s.. _ 1 o f _ ..Y.•NYw4VMMI�I�A `- -- ermectoyllm.M- SmAh & LomWss Division Lenexa, Kansas 662.15 LOCATIONSTATION SERIA: (�� --- NUMBER 1 OWNER ENOINEEN �.. N 14 CU�tU nnr FmimAlow!Ins .��1'Rot�s Drwslon " ' WET WELL MOUNTED P6R4P �\ STATION SUBMITTAL DATA 9 Out4,»Drpwing Number_ �� "� , t' Suohon Piping P.mn 1 ._'�' Pump 2...4_—_ 3 Fump Discharge VNvv Pump L_. 4;_... Pump 2 Corlmon Discharge outkm 3ae_._4,._-_ 5.Man,Cendurt Sue_____—.._— Eler`t""Smv¢e S stem Data ...3.__. Pnaae-_._...10.2_ cycle_._ J1.�_..— vone_---- wee I.5V Single Phase Supply(is)(m rod)avadBble KVA Translo,rtler RequigrE__ _. Von to 115VAC MP A MOTOR DATA s t PUMP DATA P M►1 PUMP 2 emgn Charactenstics(GPM(&TDt:) 2 S I — 4 4-' pf'mp Model 141328)NBei) .--...-41328$piYaBe tnnelr. ameter 7 p otanan ICwI(CCW) _ CW CCW L Mach. Seal Til:or Assembly(Size) (1" I IOTA (1's )0'•w iebc Sumon Lln -----..— ---- -- —— t ,. TOR DATA jINVENTORY CODE) .or 1 I/J P.M. 1-7` I'1 b0 ANDARD EQUIPMENT: OPTIONAL EQUPMENT: Autos uc Mletnator PIS Aux Space Neater/LS/ VacuumPumps N.gh Wale,Alarm Senaor NEMA 3-Wee-1 Phase Duplex Receplacie 115 Von Nairn Ughn SAL Demme Seal(Spare) 115 Von AlarmNwn ControlCircuit Breaker Runrvng*'me Melee Station Operating Instructions and Maintenarce Chan ❑ 6 2 KVA T,ansto•mer Spare Volute Gaskets LT 7.Model S Pipmg Float Cho* Valve VMGlatmg Fan wlm Thermostat .tMeter w,m Trernostat LOCATION STATI:.N SERUL .. .._ ._ _NUMBER OWNER ENCMEER QAY o� RQNtON TpVyN SOH G'CNs1�a\LN '•oPLICATION .dNcERING Mmnk�n.mce COMPANION AM SER.AL NOS. Maneals REPARED BY.) An DATE �__I_7_9___ Reouueni 5 k0 MOe,m Mmmmmmm l Azalea Lane - NE 2 4th S' Aberdeen �� S-2 71 (3) ----------------------- OY: t. i STATIONWET WELL MOUNTED PUMP .0 Y mbrz r1r't ` ' w:. f 1 Cant►ah- Wet WP11 Mrwnteel F3eatlr Pump Station C WMA panel% _ an•NEMA Tvw 1 with all coded wiring.Eh°fd front del itin and I,Weil wiring iris to,,.% operator wlety as well as s T Control making service easier and ta%tvr A tioutile-shxctmg test F'h`Rtlass cover Not It Is providcrf for fast operation diagnosis. PmM—tart Vshll Punta Vacuum hill" Dotal {at uum '—YmuLftioxe s Stations use the proven Smith 6 pumps and t omplf•h•duple* -vacuum pump lo'eless pump design that is pnrnul,; ss{rem allrnv the use of recognized as the,mlustry latkr. higher eihfrenty Pumps while -level .Posing plohe�_ Puryn motor shah is one Piece. maintaining the complete larin- .iamefer stainless steel it•halulity necessary in a pump Manway cove, Each pump impeller I%inchvidually' station IPPlftatl(M, Vacuum trimmed to exact tk`vptn capafty pumps are mounted fox easy with lull shrouds left for up to 25% inµtectiun and routine t- "k higherefhctencv Itinh,ghi•r ntamtt`rameefhCMCV translates dirKtiv into Uxh.vRe plug valve lower operating costs. The ext lusoe Smith A loveless mechanical seal has --FleoNe coupling ,*en proven it,thumrick of nisi alla dons. Standard nxxors are.110,46o v, ° �NWharge pping•_ :4, 87S, 111,701111 1760 RPM-(hhr Imo by%At) voltages and single Phase are Check Valves- rid loaded ["If, la<ement switchs vailable in lower huxyxwer ranges external-arm. non-sll amming chtx k vahes are -ifically de- - signed for this dpolicatfon Exter The Srmlh 4,tmetms Nit Well Mounted Pump nal;rm des, n allows manual op Staltten has heart pmsve in o'er I;Ixl msl:d!tti•'�n elation to track-flush pump vet. Sul fo It,piping"tension lute and intake knot by S6l) �dag-4Ylkt qnR of sizes available with piping.Standard bignioww ry'v of 1.5 to 30, 4"and b" Nt,t Nell Mounted Pump Station 4'and b pumps, up to 12(10 GPM has check calves immed;ately and TDH.Models available to fit below base plate for protection standard 4'through B'diameter wet wells as against frtIezing.lvtodel"S, tnl+e STANb.AkO -u well as B'x 6' and B'x 10'nc tang,dar wet 'mums check valves and pw, wells volutes above Kise plate III, lr MANtion--Units weigh'SOO to"it)Ibs placation{where regul,111, less stxtitn Piping for rasv installation. require this contigural i, Generally,all hitting t0r installation an be handled by small cram`m tnnt•pod loader C ilwacem"I Swilehes The unit,s delivered readv hit Installaben St",tit alh th,s,knfrl at») I,,.,and(V ration after simple piping •lectneal lartund for IN, Smith tv 1 os,J, and displacement s%it(is tunrxc Not Nall ' I-,,n ,,, the Smith ten. Umb vaunted Pump Stag, are PhfN suit uit with tleping tit coupling to these switches have proven ,,h When the wastewater le sin"Alli st-Fea piping Installation. m thrusards or,M,.� rises m the wet wall soft OMraliaa-features lip%duplex operation Switches Include h, . to tilt the law le with dual Piping and Armin s stamle•ss stool Float. . vet'•CN•i• tul;stand-bv R yshms cur ,,, d,sPlatement switch,the alternat4on i pump Aubxrtauc mercury switch anI: vat uurn pump oonect tamp rat h B Mwra equalizes weight design to Pump will actor remnmgtimecn s R lime . . th• l�d Pump fatigue e large fiber S h4aldenanae- tardanf and prime the head pump. -l.: glass hx,d dde us hxvdevet Nh•n the wastewater le f>tenl t an(e and h»easier last"routine !umP% led u the lead pump reaches I tn.nnlrnarn'e a p pomp f �•. .� � ,.. ,rid wrvkP All station by Pump"OIN AolhtUuo.rl swath level sPrntng probe, the formpo o"`ts are pcKaior ed ft»"%v M'cess es for alarms tan Ix` vacuum pump shots Mi All crienuls am clearly laheled k»operator tnwfded. the Ira[I pump will tmmt rcnvemencP uart Thos pump will rim Design The Wel NMI Mounted Pum Venlilalien FlPatfng. high 'aa"ty's kw p t ariat its low no,",leve•I pnmed tram rick to car p»olilr el)rv- moehrn so uon•I t, It the mtkow to the wet ?ogjagtI(M and Ire mNx`IP'PI all("+ to tge blowers.ore,ust, rnstallahrn nP doxpaue heal Ixrdtn'et1 I gfedter than the tapaClty similar Itxatxt,n.hwMngs. m parks amp the nw fxs A Mari pump. the wet well t thl to, If.n-. will t onlmur to rise and t,»rt%2vdl'll elf t .I �_. the h�.Rh Iesel (N,1' The Sman Pnw+rhd hr t t�l�! dispiatemem switch This Pump 5tatioNl i{'PIPYs Nor 1h,ll Muunhd Prtoex lion In,�,� lacked h weathe•r at11s.m•tilt'clamihy vac xwrce wanant ,n v the hest Bungle st»crrg , xi st vm anti ruin»•the At v the ndtntry and a large, i�, pfr,n vxhen pnm,ng w p,ov,ehd { Neater., ' ContrtJ panel ""-�heater s : ' �( � r i Filx•tµlass tover- Ventilation aystrnv it �-Vacuum pump ttMwaY i .Level veming pmhe--/ � s Manwav t over Check valve —tNwharµe plug valve I II �-- Flexible coupling lNscharµepiping�-� .� ttmt by S&L) ll (NsPlacement switchx�--^�- tl ' Suction piping extension inot bV SW e '• STANDARD n hen the waMewater level t orupielt• the.tandbv sat uum ..•s m the wet well wificientIv Pump will shut olt and the tilt the low level"wtti scan ibv pump will immediately ,tilt the lot switch., N start. The standby pump alms .. will remain primed Innn tvt le .,uum PUMP tsxmectsd to dn•Irad pump will activate m cycle. and Prime the hvxl pump. 1 he wastewater is drawn up When the wasleware, level in thmuµh the wctiun pilx to the the learl PUMP rrachev,the i emrduµel tu+mp. Pumped out level vensinR prom• the through the dhcharµe PiPe. vacuum Porn♦+shuts tilt and cheek valve and Plult valve, the lead PUMP will immv,hAtely into the tnar main ,fart This pump will amain )lie pum{�dt,,mdws the wet primed tom(W IV to tvcle. level) (mil urdi t ehe pthnv It the intlow to the wet well is W Water than the t apacih of 1M• switch tilts and shuts ott Nith h•,wt Pump,the wet well level pumps. The pumps Wman will i umtuwe to rlse and tilt Primed and the vacuum Puinl+ the htµh kwel'OW will mx tome on unless the di+Plx•entrMM twritch I his ll liquid below thl' levvel-wnssiinp apnri *'and the low A,tiv up the staridlW vw uumIevei (X•C displanement i vvatiau and pnmr the stNdbY .wilt h is hltid pump WMm priming is ML TESTING t EacA WM Nell fvownted Pwry� tested on a sees ra11Y decrp tub dehway to it*,fish site The test sty Y are" simulates desgtn field t ondrtions to a16,.. { impeller trim, mmor and pump draws,all controls and auxiliary eVlrqu, a ,,anplete a testing schedule as this ca„ quality and performance of each star,,. I 1 ,a i I P if MAINTENANCE I I� as ; All WM Well Mounted Pump Station components are if located for fast routine- maintenance The full-openingE . �� fiberglass hood as well as the mdnway access door are equipped with haws for padl(wks to prevent vandalism 6� i Y1kt Well Mounkd Pump Stations are equipped with hoist - support arm to allnw fast pump seal service and G maintevfance. Impellers are keved to a tapered shaft for aasy removal. Seal replacement can he completed in less Y= tr� than one hour LA TYPICAL INSTALLATION _ — _- !� y+t t L O D IUd�ll"_ SMIRI & � W4ess Main FWK:14M Santa Fe trail ,• � +r ii1" Dmsion Long". KS htli f, (V11)flWS2nt �•v _i IrIM i .- . -.. ". .nn ��.� �• pd �wr_ �� i:,:r, N+.•�rt�'.,ii IF'V I �`• � it -_��_ r'_i.�_��. It 6 „A, rl, ........; „� ' j - ' s ' i .�. - Y �. 9. , :./� w�..a../mil ( � '�'i ry/� r.•.�y �' �'._..-�� .�_ ��.� .. -�- '.I ! �'• r w..s�!J�-J��,_�.. rs!'---.____,�; I�_yam.»..�' .rar � . c • • ••s�wc, s] wC w.i '•i as LMUNI � {4f �� 1 s Al % + 4828 120 .__.:....._,..... ...._ .. ............. SEWAGE PUMP CONSTANT SPEED PERFORMANCE 110v O - .. _. . .. . 1760 RPM stI ,� 4j S4L22 IMPELLER i0o ` ' p MAXIMUM SOLID - 3 SPHERE �- ` ToT 201'1 w 90 _. a MAXIMUM STATIC SUCTION Lif z 90 a TO .. .. \ ZO 60 _ I . . .. 50 I 40 l 30 I a 30 .►... .. .� WAVMU.M ... ..Iy�._ . _.. -.. _ .- , 5� ........ as ''LOW - Lo a\ sa 20 w AOn G PM ( MAXVIUM. FLOYt. /O � x WVrH 4 6Q0 GPM WITHZon . /b - iw PIPING 6" PIPING e�.. . :. 0 200 400 600 800 1000 1200 U.S. GALLONS PER MINUTE 1 u li 4 47 Z7 JLJL+JLJtUs t � t�rru��• (tc��'i��u�la- SMITH & LOVELESS,DbAsiort of tho Lco4tic Corporation. Lenexa, Karma%,man' fa:turer i of the Pactory Built Pump Station guarantees it to be free from detects in materials and vrorkma l%f ip for a period of up to one year commencing at the time the pump station a is plated to operation by SMITH & I OVI'LESS-authorivsd pers lmcl, but in no event tr, the pump station guaranteed for longer than Ig months from the date ul shipment .a This guarantee is contingent upsu, Stan-up of the pump station My SM1711 x LO\'ELESSauthorirrd peremnrt, arnl the guarantee will be voided if start-sip is performed y by anyone else. }� SMITH & 1 OVI LESS will he the single sw+une of nsponsdidits to the owner tut the guarantee of the pump station and all its sumiltmnts provided by SMfI'll & LOVELESS. y During the guarantee period, if any part is deft tnr or fads to prrturm as specified when operating at design amdittons and if the pump station has been protevted prior to start-up and has been 'installed, operated, and maintained %If in .n•canfance with the written instructions provided by SMITH A LOVELESS, SMITH Ac L:OVELF.SS will exchange free of charge a replacement for such defective part. Defeelis parts must he rvhirned by the owner to SMITH & LOVELESS, if so rryuested. y When covered by the alime guarantee. SMITH & LOVFLFSS will procufr, without cost 7� to the owner, such labor as may be requirW to replace, repair of modify the following. but no other, malty curnportlil4tr the steel stractirro, pnncipal pumps. pump motor, suction and discharge Piping and salve as,embh. Esceyn for Isbor provided by SMITn ,k LOVE I FSS under the preceding sentence, the cost of labor and any other espeitscs resulting from replacct"ent of detecirre parts and Irom tnstallatior of parts furnished under this warranty shall he buri,e by the owner. SMITH & It)VFILSS will not assume responsibdit) for the cost of any trpair or alterations made to tite pump station slrueluto .or its components unless SMITH & LOVELESS has given speolk written authont) thertFot. The repiaitmcnt of repair of parts normal,) consumed in serene, vt,h as Pump deals, light bulbs, oil. grease, etc., are ccmstdrted as part of routine ins menansv and upkeep 13 and MWh parts ate not eligible tot exchange fret of charge under this w,nant) SMITH As iOVEIESS makts uo other warranty ¢%pressed ur implied en,i sl't t tl I sl I ) DISCLAIMS ANY iMpLIEl) WARRANTY AS 'U TIIL: MERt'nAtii >F)il llN ill !111 FACTORY BL'IL T PUMP ST'A'TIO\ OR AS TO ITS FI1 4ESS MR k%% plH Pt'RPL)SE. SMITIf At L()V F LLSS is not lvgw%iMt Tot conseauoatsal of tncufental dams$<s of any nature result,"$ from mush things s. t not ft, limited tr d,j,t, ""dooms.material) worAma iship• cif delay* :n delotrv. rep). un KOESmith 8 Loveless Division *4 0604.1ar/++ta41N Wet Well Mounted Station Submiltal Speciticatiom lime, I971 Page One SPEi 'IFICATIfNS WET WELL MOUNTED LIFT STAtION WITH RU LFX SFwAGE PIMPS GENERAL u r The factor}-built, automatic vacuum priming pumping station is complete with all m ded equipment, fact, y-installed on a welded steel floor plate. The principal item% of equipment are two scrticaL close-coupled, motor driven, vacuum priming. "Nun-Clog" sewage pumps: valves, internal pmpitsg:central control panel with circuit breakerS,motor stattcn and autonutlic pumping level conttols;heater, priming pumps and appurtenances, vrntilstor. and all internal wiring. PUMP CHAMOLK The station is constructed in one complete factory-built assembly. It is sired to rest on the toy of a standard type manhole as shown on the drawings. The pump chamber is a% shown on the plan view of the drawings. The floor plate is 3'8" thick mild steel plate. The pump chamber is enclosed by a hmgt•t) tibetlilass cover. The cover has a suitable drip hp around the edge and is p tovidrd with a hasp to allow the pump chamber to t., locked wltr a padlock. The cover has a latch mechanism to keep the rover open under am normal load. A cover plate, exterior to the pump chamber. complete with padlock pmvision k prodded integral with station baw to provide assess to the wet well. r WELDING N All steel ,tructural memlecm are mmvd by electric arc welding with %rids of adequate srchon Rx the joint mrohcd. pROTFC1lON AGAINST CORROSION After welding, all inside and outxnte surfaces of tier strueture are ;listed with steel grit to remove rust, mill wale, weld slag, etc, All weld spatter and anrfaty: roughness ,ur trnnnrd by grinding_ Immediately f<elinwing the cleaning• a single heavy Inert cowling ins facastysapplmed to all inside and Immulr Immediately fox prior to shipment. This xialinit k "Venalsox epoxy resin especi:dh formulated oa Silo x d Loveless fist aherriton and corrosion resistance nw dry coat+ng contaos , mmnmim of gs•, epoxy resin wish the batanty being pigtnrnh +rid thixotropic agrnh. Pt'ME's the pumps are vertical "Nonl 1rMi" wwage Pumps of heavy cast non constructhxn rspes,atly deslsmed [� tilt the use of met,armical seals and vulnlm priming in under to rnmmmire will wear caused by he shalt hearing nearest the pump Impeller is hocked in place %,I lineal movement trl the shaft, t Wet Well Mounted Station Su:,mittai Specifications June, 1971 • page Two that the thermal expansion of the ,haft is held to a mimmum and s• that the end play is Iimtgy to the clearancewithin the hranng, lit minimize seal wear resulting tram .hilt detleetion in t4 m it mechanical Will caused by the radial thnist of the pump, the daft iv a minimum of 1,' $" oiia^a,fR protection of all motor controlThermal magnetic air circuitandare are pro from the top of the impeller through the lower Motor Iscanng suPParting the impeller.. the win,., (turn the Mwe tt beving to the top of tile bsing e impeller is ". Magnetic acre>,-tlsr-lit: stanrn with under-.,-It provided for each pump motor to give positive e bearing nearest the impeller is designed for combined thrust and radial load The upper Kann* aux)rary motor is equipped with an ovenc•urrcits is free to move linearly with the thermal exPaneumt of the shaft and Is designed for radial load breaker, or Impedance protected All swat,I,, only. he provided. The shall is solid one-piece stainless steel to eliminate corrosion within the pump ar the mechan1w To control the op-ration of the pumps with vat seal. mercury displacement switches are provided. The pump impeller is of the enclosed type made of clop graineu cast Iron and is balrtped, llrc 10 maintain pump prime, a vacuum priming impeller has tiler fit and is keyed a d ,cured to the molar pump shaft by a stahtbss steel systems consist of two vacuum Pumps,vacvwu a rap screw etµupped with a ny-lock or other suuahle self-locking device• fie im 'a removable without the use of s Feller ls readily other foreignspecial p s. To prevent the holdup of shingy materials, grit and An autcanatic rih•mamtr with rtninial switch r particles around the pump shaft, all impellers leas thin tail diameter arc trimmed the pumps every eight hour. The Manual t inside the impeller shroud, The shroud remains full diameter ala d that clue minimum clearance trom rmp er for automatic alternation.. shroud M volute is maintained froth the end of the chaff and the More of the unpeller are tapered It' permit easy removal of the Impeller from the shaft, we abo Oak for the The rasa apova tic st is made msoithedwaler level can ned tsehul theeAdapter, and wMnrrgetull thevseat asscnihiv.mPadapter The pump .hart is sealed against leakage by a single faced mechanical seal installed between Me impeller and the pump backhead. The veal is of carbon and ceramic constriction with the mating surfaces lapped to a I)dtnecs tolerance of one light hand. The totalingf-"- Position wish the stationary carbon by a stainless steel spring. T`he cerolut is held in mating SEWA4R mounting lugs and is Isolt,d to the machinem chamber flax plate. volute is tiirnishelf with MOTORS Tor ready tapped for a with a cla The pump motors are sPectially built NI-MA P-hase open drip Proof utdustj is pet They have spring-loaded normal starting torque and low starling current as specified for NEM4 Iksign B characteristics. s provided w The motors are not overioaded at the design condition nor at any head in the operating rani,, as specified under operating conditions. 'The Motor is fitted with heavy lifting eves, each capable WIRING Of supporting the entire wesght of the pump and motor. The p-mp station A special varnish treatment is applied to the stator windings and Mitt preventive aomtoeuids sliall in the pump s be used to dtat the rotor and stator Or gap surfaces and protect the motor unit wilting shall against dornusian. CONTROL TA(-rORV TESTS The control equipment is mounted in a \I %I% lvfe• 1 .tecl enclosure with a removable access sit components of cover. The circuit breaker, overload met hunom and control switches are opetahk wtth.viit to check to ex removing the access cover. control system and F r Tire pump suction and discharge .•. water ander emulated service conditions. • Wet Well Mounted Static,, Suhmttta) Specificattom June. 1471 - Page Three it limit" 00 in the lhertual magnetic All Circuit breakers a dissonnect service and short circuit IV provdded lot branch e t1amelct piotv.linn of all motor control ,md au+tiliarY cteuits. tl%lOn -1111V Magnded or each Pump starters with under voltage release and overload coils for each phase are provided for each pump motor to grvc positive protection against single phasing. Fas:h single phase l . hearing breaker, motor is equipped with an over-current protection device in addition to each branch circuit d load breaker, or unl !an,r protected. All switches are labeled and a color coded string diagram shall be provided. To amtrol the operation of the pumps with mercury displacement switches arc varinrn as of sewage level in the wet well, there Uri ,.�;;haniatl pmwdrd. d Tbc To maintain pump prime, a vacuum ni priming system rs provided for each pomp. the pump pnmmg , ; steel systems nsist of two vacuum pumps,vacuum control solenoid valves and Prime level knnstng rrohm a readily An Automatic alternator with manual switch is provided to clonge the scutience of operation opt Iri and the pumps every eight houn. The mamral switch allows for either pump tea be srlrCteId i breve tMc tnmmrd pump or for automatic alternation.kaan Y t'rom km taper•d Provisions are also made for the pumps too rate in continue to rise above the starting level for tile low level ap ulmp r�uld the level in the wet sea Mrpadapter VENTILATION iletween the A ventilating blower is provided to adequately caxll the machinery chamber in hot weather. The Stlie mating ventilating blower is turned on and o1T automatically by a pre-set thermostat. W in mating SEWAGE PIPING mtihed with For ready connection to the suction riser provided by others, the pump front head is drilled and lapped for a 125 pound America,, Standard flange, The discharge liar from each pump is filled with a clapper type check valve and an eccentric full port plug valve. The check valve is of the RTkey have spring-loaded type with a resilient seat to insure drip-tight seating. The common discharge pipe is provided with A dresser type sleeve coupling to connect to either steel or cast Iron piping. kneterimic" ■rang rage WIRING sin Capable `The pump station is completely wired at the ttaton cvapt tot the power I;eder hues. All wir ..� in the pump station is coded As indicated om the string diagram. Wiring �tiagrams matching tier *wnds shal! unit wiring shall be provided. M eor lion. FACTORY TESTS All :omp cements of 'hr pump station are peen an operational test of all olwpment at the factory a"i As to check lit crxssive ulhtatlon, for Icoks in all prring or seals. and for acrrret oper.uion of the 1111t without control system and a!l acxdiary rgmpnrent. The pump suction and discharge Imes are awpked to A reservoir and the pump shall rcerrcuiate water under simulated ur%lce nrodilione. r� wet Well Mounted Station Submittal ,pcclticitions June 1071 - Papa EOUT SPARE PARTS I A complete rcpla�Ymcni pump shaft seal assembly is fumiehed wdh each hit canon. the .pan v V N seal Is packed in a suitable conlamcr and +hall include svtmpletc insialittion instnultons. E N LU Z �I ti o V `) INSTRC'("rl()NS t W INSTAIL •1ftON AND OPAR\AI' :^---^— Z a Installation of the pump chamber is d•nr in acconlance v d1 the wottcn uutr hie Os provided by E Q the marmfacwnr. 1hese instructio• ecurtay atiachtd to and re.•ddp sisihla on the outside .0 a C of the main chamtkr of the pun'; dilinn. if GUARANTEE �) yN N • a O ' Z = See "warranq C'rttiticate" mcludcd with this submittai. u N� > EiN ua �0 > ytal . p 4 d N > > 2I c a G - N > D � > uG AI ' a > -� W 2 • • < o�— n � o V� 0 C O C E •— o o _ o �2 a c • OuZ •o — > _ s .. _> ?o eoo � • cn > a2a . > v> o > c �. > a � Y E _ � = O a • 7 a o. Z j E id � > vonrum Pnminq Vacuum Priming P, D Ne.1 Control Solenoid Vacuum Priming Vacuum Priming Valve No I Control Solenoid Pump No 2 -- C't'tge Voly• No 2 Ports — Float Check Volvo No, I Float Cheek Volvo No 2 DRAIN r:NECK VALVE NO_tat Off DEAIN - CHECK Volvo N0. 1 Shut Off `-- VA a&0 2 Volvo No 2 I Sensing TO PANEL 'rope No 1 -- Sensing Probe No. 2 PUMPWL - J i -- -- - - NO i PUMP Plefiy lot ppME NO 2 Strainer S H L WET WELL MOUNTED SEWAGE LIFT STATION L VACUUM PRIMING PIPING SCHEMATIC DWG 96A101 ._.. IIl♦PC I�it ll[ MS ] I ---- - q[<C Pfa[- T �N(Il^tff 4� _.. f�VPPtSlJq .s 2]J VJ:rS ( OWE OPT10 i ff IN Ai VI VP M:fUR �1---yq-�, EM. •J r 2D ) lM tea 2" t., sp NJTop VJ2 � 2F• Us —L. mN'P'��••-a•W-� fSMv n �i JYY:1� /[. wMtY fUMPIICD -dry-• '!J ccarma cNu 4:i fN r CR f f c [ q -`�•q q[ v p Y a4`.Nf G `f M( M['Fq � ) `C � f I` q....l V»�.V. .0 rA•V. N r•V< P ril` 1 {l •lr _.S4 J'. .ME'S Sj- SW IS V f t n ------------ ti- -tUTH i LOVELESS ENGINEERING ST4HDA110S i SPE -.- ___ -•--- --- --.�,` St000 AMPRRE IPR' CLP POLE CIHCUIT BRBMf AUrT ING CAPAC _ -- BR I!y 12 •----.. ..�.-�--�----"'..rr"--."_. ----- —�.''��, a-.1 . s . � a _ as W- 52 N.F. PAN wo 1., 7 C�A"IVL[ TERM' r H. TM EU 5.Aa4p¢ AP , ,-1 _ __ -----�----_� GRA.IE--- C>-t`°R -tl 16 -y IC w� � •------` --sue:- -F i ! ..— \\\ `'�-----� _ - - r • 1 eta L 2 AMP RATI N 3/415 I 4 t.. 5 �yI 3'3� fib I I 1.r 3�4 m t�4 RKee5�ot - 2 ' CIRN IT UD '5tZC n/ltx%Z K. DIME . S&L NO. CONTWOUS AMP -- BATING 4L82A 5 4L82B --- r 2C - 41,82E 25 -- 41A2F J0 1 41,82H 40 4L82L 60 4L82H 0 4lA2N 100 Non Aut, -- °LJ82P Nandie 7!e (Calif "1i8: Westinghouse Electric Corp. S.hso� :TN LDVEIESS ENGINEERING STANDARpg�PE ' ----- nE QUSC'I "C" SINCCE P 8 SPEC , ICATIONS srheoL 50P0 AMPERE INTER, OLR CIRCUIT BRMKIR �iT of MEAS,*r ---..-- y T'N4TCAPACITY _ 1201240 VAC 4L82 SHEET 1 OE 1 21 10- 52 N.F. P,sN Kr i„ 7 �) CAP-T'%'C 'fEPM•IIAL OGK6WSr LSR44k S4:5 -t--�'-+[-tO-_ "6 TYP 1 AVVRAVED role tl16 -.1 IWier an - — _� HEEsuftw CONgNCCTpq rP L 35, oR e f s_ 2� Foq �' APPiMVCD 1 14-ti4wlfef 2.5' ! AM IP W 3�4 ..n��7.DP 2 MT4.SLOT5 _.. m.n-- , ]- i 4 19 5) I Lb ,� �g �3�4 16 1. 'L+a i' MT4 SLOTS-ToP DOT RAM. r 3/ 4 e4 E — R[{E35 rollL 29 MTG b?/ YET (LEP. '-IRGLIT TAS 2'JZ S�L PART No.gl_a5 TAD D12E n/V x11� :jL ,c .o2o THi<r.- GAS VENT. ouTL.IN! DIMS N.T. g. 6PT. -N LT S&L NO. CONTINUOUS A,P MPG. NO. RATING 4L82A 5 QCL 1005 4L828 1 QCL ti Wd— c 4L82E _ 25 CL 1025 4L82P _ 30 QCL 1030 35 XL 1023M 41L821H1 40 ' CL 1D40 0 5 4L82L _ 60 QCL 1060 4L82M 70 QCL 1070 4L82N LC^ Non Auto 656DO21G21 _ 4L82P h le Tie (Cali{ 133A631001, MfR: Yutin6house Electric Cott'. yG A LOVELESS ENG,NEERING STAR - --SP-- - ECf�_CAR OS i FIC4TIONS L .� ..Ft � ��a.a.F►.LALL[ . rS6.t ��.. t K:. Laths }M. e.�3C50 Ml':'L ,, . , .. 1N1Ck=j�`�i Li.KL[1C :AL'F• JS L•i .,. s _TN & LOVELESS E�EERI G ST NA DA Ap05 A SPECIFICATIONS 4U82 IN[ STAND Lt WESTING"S! CUMIT B SMITH A LOVELESS ENGINEER SWITCHES i EHB; 2 S 3 POLE; OS 15i.0 U.P.D.T. "}I . 10 - 100 ANP$ (Is.000 Tialt x MA r. _ 1 MZ•4 NOt-65 SIZED I Poi_ [ 21/e i6� FOM ►lo- B SCREWS PAN 6l 2 Pot IL 2 't- n u I o Lowe" NO L N01 C3L ;GoMew caw �a+w.r/nlneee i0+s'ro.'w .: sIC3 NCN aka II �}:u.....-www��ArMwewr. NOG NU'3 n"-J OYTL,IMt DIM%. i NCT Nts MOLC4 TA►I!V LINK Kre.. i +032 (Ty?al it ExKtito 4 ' CLADS � • 1 16 tEF NOT9•� II _ 16 LO MD S �- PVSM- ON TY VC SOLDEtK LE55 -- TERMS SIZED Yo sCCQFT C2 LOLLU4 Sq k ""' Yu15 - OR eouA� 9 P'OLE 3 2 POLE i ( .2$O WICIF-) FRONT YIIL -ouT1.INE p1MS ], �..1 snouiuTlN6 I1oL.ti S61 ELEC. CXARACI'RRISTICS SWITCH 7 HO CY'12 VOLTS PH. Ht. RATING � wL:B:A ib Nr. 115 1 b(I I� Amps � SCHEMATIC NOTES: I. Pert as available Iron Zenith Controta, In, NOTES: Chlcsgu, Ill. , their Adel B-IL, to St. 1. t.,..jtac Lurrd by Westinghouse Electri Circuit Breakrrs• Tyye EHB. Specify W mounting hardware. See part numbers a r 0 ti• sr�sot ITH A IOVEIESS ENGINEERING ST aug2 AN-AROS A~`SP— Li 2ESTINCNLE; CIRCUIT AMEAKERS ECIfICATIONS 6 tNB, 1, 2 6 ) FOLE; INE TMSUt swirl .-,_.a 100 AMPS (1;,ppO ��1"S1iI MAGNETIC ) 61258 i'ety (J�PACIII of ,SCREWS 1 POLO (ScRE�S ' A pwstmot [ DIM ___.........ttt... 1^ _ 14 IMIM w � 1j . I w .w 1Up^Wr.yy� CnMKk.^'^j:WnN NA 4�Ifi a�a,v.r•W jl�omfy.Gaun'rfan i0w0 Fpn•00 }'•w^Nb -"` *�41�-ri eWW JO M}I )} OU-IING MOLES TAPPED LIME ew•. vj +is-3z (Tyr tl LON - 1 ait �= 1 It 16 � l4 poi [ND 3 3 POIC 2POlC IDOL[ FONT ViH.N DI MS (C�-�� ---{ 'y--�yl Mou�+TW4 HOL[ _SCHEMATIC NOTES: 1, Manufactured by Westinghouse Electric Co�Pal their urn she Do-ion" Circuit Breakers, T�Pe Etig. Specify breakers to be furnished with mounting tlatdvere. S^e Part numbers on Sheet 2. .a SrM�e� SPEGIFIGATIOMS ITN • LOVELESS ENEINEF.NING STANOA SMITH i LOVELESS ENGINEENINO STANOEEOS E vA I ?. w2gW -tl HUTOR ST NOS i SPEGI T�Ttt WKSTIN(Ei011SE CIRCUTT li)WAn'AMPS.t ��`II} ? AT1P5. .-- s„ttt� 12� VAACC,,5w H?_ OQ�tAi EN ME, NOh_RBVt�L4IN0 POLE; 10 uN. "'ING OOIL I /- iC; E _ aty DATA PeOC[YING DMPIWT�q, DATA t110tlloom nacolrnGN F4�.A�1 _ ASTArm ' 1-0LE 1 MTQ, FOR ' (, M r4 FOAL VAC ONS POLE POLE _v, _ S4L VAC (MAY-) VAC - aa�R's. ra�c � 4; PAW, +1FR S. PART ::ZSL$: Yam' N'CII+M NUN�3ER N1HEIER v., - »L�`3''R<d 4L2`£+ANi1• r 4L2 > 4L2 AU :- IISF31C2J 4L2` F?8 i2 AC 4L2'iBHC I E 1 B ie EHH �: ` ,«3AD 4u!58ED _ ---- 0 4L25BAE 9iSlc3> 4L2588H 4L25RAF FEB,n 4L25FW - - A 1 4L255A0 -L)'..� :._:`rB0 - - z 4L2 AR EHbio6o $2__3i f RESET 4L2 AJ ER510 0 4L2 ° 4L2 AS _�`� W -�i 4L2 AL II�i11JC 4L2 — -- p »�21FAM EEII1100N 4L2 FN OUTLINE DIMS, D IME N,ION$ 7mc - size $wil C p pt •A ASOBNt A '5© 4B AIOCNOA 1 7 4 Z Z 0 4LP 4C AIOXCA 2 Ab_ENcA SRIFPL*i:l idf:I,3ffS AS mI.L01v5: - Z:::fi 0 $ 1 w 31Z5 i - NOiTi 1. ?iFD. :t/fS 9i-Fv1A7r'h 2. P(W. SIUM NIZ1i ONE 2-C_WM" (NJ-NC; e T - A'.'jmlA.,Ot C'S71'A,1rF, SEE S A L PART NO. A.RT ,W. DO NOT INC-LIME. OVARJQAAD R&. FCR ,T%ATER = SiIS WT10N OUM, SID4 i SKE 4L)4. TRH R.P. AND =TAM POF; C y +� 'o v � IV1400L ITN a LOVEELESS` E{Ny�GLIrN(.EEK14G ST.�}A�MLOAnGS A SPECIFICATIONS Y.w_l- iT�E y_H kJ:`��R STAFi UL9 _ li[uTl 1`C G, SY NlOt Smart 2 12 VAC. tir.? H::- OPERAT2-,NjNCor `-F18.E, �Fllr of ME Y. 01TI MOCEftINO oEfC111PtION , SHEET_=._oF_ 0:.:> 1 .AC "� A UNIT OF MEK. eJ, MTft. io0. (3)�IO- .� V MT4 FcR ( M SZ 5(tows-sluo,liYsTna�ewg Y'ZO�AMWS'SIZE 9,4 S714i.�iR! Icy AX. , /�317! 'S STARTI Its C,"LY - 1 I 1�3c3c 1 0 E 4c - F RESET-� t. H - OUTLINE DIMS. C -- SEE MOTF- 3 -_DIMt:NSONS HES) HZHetor o u pers'. en h" '! 1i MOV Uf�4(1 71M$ r y V,.1 (MA%• C H.R VOLT -- z o 3 f 7 4 5,54 1.51 3.55 5 4160 �A A10:I;CA 2 230 3; tqL 2 — 162 —�5.54 i5i 3.bs Iu 4,1 4L2C4b AlOCNOA 1 6 I 2 l: Z 30 15142S 4b0 4L2 4C A1011d0A 5 B E 5 9 44 — J GO6 1- D4 —1 7 04 obl Sc aSuo 4L2C4D 7 A,1:'E10A 7 112 6 gozao I 1- 6 8 :40 1.94 6.31 l o o aiF 'C'ZAE AV'FNOA y e e E LHB: 3IZfi 0 & 1 - 4 '.FS; SIZE 2 IN - 10 it3y. SHIPPG WE.ICITPS AS 4 - 24 LIE. 23 :,*MST 1. MYD. AY CVPISi�-iLV*3 R. I1:C. Aa. C(> rACP. FOR ADD-�d 2. KnOas'Ho wm.. � 2+ClFMT �NO-NC I f9A9S S A PART N0. AG�tFU. .=FMARY poR opliRATIO'.;. F AL7L .lARy COlpACf9. OVJgtLOAD iBATSR COI1S ^Ht COIL FlHT \�. . 3. PART 309 I0 NCT INCL 7(t" 8;xo g5L2. �AR gR 9:=S ON Tr%W FOR 4KATPR 7 L,', yL ".I rA(!I9 POR,7Allt'lCY19 M 4L`,4 r .'4 '�,...,..W..,.. . Srhept N ICATICMS d LOVELESS ENG�ER` ST Lf ANDARD SPECIF SMITN \ LOVELESS ENGINEENING STANDANDS A PC>•- �" "UTU - WALL NMWM, *ltlE c _ 10Z;-RSrT'315::�:i� 120 VAC . 500 MArr 00 IiZ OPERA:':N', ;C UNIT OP ro : TII DATA PMOCMNMG DEaCavnow S^ 5116 AH Af)"VW- Ab46.S 5':AR_APS RVLA am FAFG' MA TFACNRAI PPS-- � TpTIO i = is 6 4 i No. rL20'iA-1 0- -2 S��t of Contacts for Size 0 Startars �' u Size 1 starters �RCR/`oR�76D 577SCL 5.20>FB•1 C�-2j-e S,.1t '.. Contacts •,'o••s.�vG - Or eFow.v 3 s Size 2 Starters E.VAH6Le_D-„�NKLt 4 D 4L20-iC-1 o-24-2 Set of CDntnots F/N/SN et of Cor.taats - Size '4 Starters 1g,20:tD-1 o,29„2 S �L204E-1 6-26-2 Set of Cmta-ts - size 4 Starters 1°C 1 ?"etio Ccil# 120 V., GCHZ. - 31za 0 & Siae: 9- - 7- Starters 7 g,2o4o-2 9-1?99-1 Magmetic Coil, 120V.E 50 ?a. - Size 2 Sta te* ti $.200-2 9-1891-1 ma8letio Coil. 120V.E 6C IZ- - Size 3 s xZIA 4uo:A-3 10-3523-5 over.oa-' Relay - Size 0 z Size 1 Starters y W 4L204C-3 10-2535-5 overload Relay - Size L Starters 4I2c4p 3 1C-3563-5 overload ReIV - Size 3 Starters a -z,2048.3 10.3 7b3.11 Over-oed Relay - Size 4 Starters •Y O 6 A. l� So'.rP - � 1. hlauniec Cured by Fdrin L. Piccsbutg, Pa. neat Utwty Ir SPetlty Voltage art McCa. e 0 W 0� err inept Ong ePPreved ao uaL. V 4 RH I L VEOL vEo 1E55 ENGINEERING, STANDARD p__ lY«sot t HEATER _ y 3 SPECIFICATIONS svweo� mX. "Vu 0 vAC �� T� TYPE WATT 4L276 �Ir CIF YE♦t �- S�/6 LyA !4IH �►� sn F!T j OF L. �• /bL65 ��--�- � sa E t No u 5/N(4 - OK dQOWAf 3 &A/A.NELED - <- /N,t(.E 3 1� ► F/N/5/d 16 D M5. N.�j__ & Biz- I*arters 1 3 i I Notes _ �!t 1 , Nn�ofrcG�r.d by Edvin L. WSeraoo, Llv. OwrEon 61.c. Co•. rhoIr UtilitT Spot Hoacar, �:acalo{ No. E8-1251 - 1'I CCa11YTQ. Pa. _ to CH Nt< ht - e 7/4 a. Speci`Y Voltage and Walla. ADProalaa 2. Jr engineering aPPrnvod rqusl. '•.� I RYMOOL SMITH A LOVELESS ENSIMEEAIMC STANDARDS iSPECIFICATIONS ! L40F TITLE Sa1EN0IL ;^'.:VE OPERAT _ u> VAc, w . con, SNFeT__oI ST'� '=S S��' BODY — TWIT Of YSA& SMITH A LOVELESS EN(m%fIt V^ DATA 1`00CAiM0 Or'"'I"WM VALVE, SOL. 3 WAY NC � TtILIE oST At �rx gAua r To A/R — 3 T/,1: V Iw 3 D W MT4 Metes (b I •N W4t ....,y Is NPT e0"DU/r .� o COA/NECT/ON m f /7 W ( I a � � ( m 10 i " I 13 b =J 91L VQ"NPT 4 FEMAGE TAP i �P PGC'SSt ,N rl OT TOM 7 7 I Y4hym1 e n OuTL,INE DIMS - 2KVA GRIT I'M SIZE WT. II 9 9 32 x :'ALVE 7 F:1?" NC. 'ATALOG NO. ."i'PE :,ODY TOP (LBS. ) 4 16 Ti 11�?54 T.q•.., V53Dg�ryAC2 Exheua'. to A.. .;'�1 3/3t 1.2 1 1 T' F R^1'LACEMF:?r e PART NO. PE4C''_P'^I_' .- _ -.• 15 a 1'4i,:u1 Ooeret rt, :4^ - 1 . .,.? F1, iser S S'-v __. 1141' 3 F1e[lgs Feel ' I �2 I - ^# F1:mger AeeY � �� -�-`}�k �..� '• ;�I IFS cm I o NOTBST 1. MP). u CTRIC/ SI=M ME VALVE DIVISION, NEW GRIT' IN, K �� ri Y1L`3EYTIClT1'. OR EMINKERINO APPROVED e e. •`7PP'.7.ED '.f1 POWBRPLC4f SYSTENF INC., 1101 FAI,TiFAX, KITLRAS W +{I KNOGKPWS112) e CM, K.NSAS. 4 REMOvAgLE i cASL WALL,4Z 3• W .N ORPIR=, SPEOL"i CA^.'T.OG NO. ASdD VOLTAGE. a BOTTOM J /OTTOM,(4 i� OUTLINE DIMS. -_5KVA O V y i f r x E Nor P, �Q ♦. 0• IM .J J �,• ♦ 1. ♦ Q 1 , tr i o,lmdi >} j ig It � - � • a . . .... .. ., ��. ... . � . _ _ .. . . .,_� _:... , . . .._ .� J WS i ) a i 1 SMITH d LOVELESS ENGINEERING STANDARDS d SPECIFICATIONS 4�` t II LE SN CCT j OF q�S1y1ir3i ; �..� � WET W I Itl SLOTS 7 4 I � g lip 3 a �.I I1e P rc h° i SUB i i 132 144 13 Ilib N I W t1 � 1�2-ji4 coueLC ZiS � -,. i '. Rl MOV^eLE �MIIKfNOGKOUTS� G DOT TOM (,� l �"� 12,14 cnSE.WALL � t (V W BOTTOM (q) T�TAL II '�.. 7 t6 I � OUTLIN VIMy� �. i m 0 4 L -►{ 4 s �, �-. ' VIA- oar 71416 1 •y1 Is, 15 I, T IG i 6 iI YT ��11 S.L� is/ i r 7� � • i VZ 3/4 AP S voueto t 4•/'Ir C4:0✓TS-fC.! 910E I J Y/N 007TON- F'hf YAl--I I O✓ 6,Stf PiyR - / ��. SMITH & LOVELESS ENGINEERING TS ANDAR__-�5_I�SPECiFICATfONS --- - T I T L E mAn VALVE - .. 21,00 '0" SOOT �L1k 016.M SEAT - 7AN.IKD ..,,_ ecT�a, . ` • �..e-- WRCsaGN IbTN Au4Nt i SGd .veTC Z i m D o iLn -- p � pliLtG� W i f 4'4 a CUSS ! - Is a C13A S STO. I 7 N I s - FLOW 0 i t 1 - ) M ; . a i N ri i' VgALYE 9 hrr ValveNO. Size A '_� D ion■ ° It+Cbt�� Y j r _.r-*: a C Yrenah -- m 2L104A 4'• h/16 9 7b Iba. S&L tart No. Mfr'a Tart kc. Wrench t 1 Yzeoeh only Mta=OolY Site Yi�thi ` o^:rm7ldac� Lxsyci; Pips to be nsni. 2L104AA 1560-1 t ned) m YO'fa5: i. part as efd, by floreataad Valve Mfg. CO.. Coraopolis, h. 1514E W Their Pit- lL;. 1122. J 2. S&L Terc .o. 2L36W IL 'Inch N doaa not Include rranch (S&L2L104AA) �dac parately u ). or enginee.ing aparoved . _-- aCwi. 0 ri A i 1 r i A A 1 T 1 iMITH 6 LOVELESS ENGINEERING STANDARDS A SPECIFICATIONS 2L120 .SMITH a_ LOV*tf —____ _ _. - F-- - x.n4 G*"ING STANDARDS STRAIGHT CWR iFIG - STYLE 3501 Gglgl qyt•�"'""'----- f sr,ttx_I._. or YI:q SRN. N�ilLGa. uc I►NOCA'ING '/4 pEMA1,G 5/8" x 10" BOLTS � I Uuu6�T,eal 7{ S4 4' W PART NOM, S'2E N0. OF DIM, APPROX. W NIMER S'iiE RPSER PIPE 0,0, BOLTS I WE IGHT LNS W` Ny s 2L120A /" IA 45f 4,85 s t 211208 fi" 6A 6.62 • 6.95 541'15 ! 5'• 33 2L120C B" BA 0.62 - 9,15 67 12" SB CPM tact AIR 2 z $I200 10" I OA I O,TS • 11.10 ] 3 9" i2 Q 1723 took 2LINE 12" I.A 12.7 • 13.20 69 3 A" 85 W I , o i o _ ru n�uT�e 1r !.1♦. c 0 NOTES, 1, ASSEMBLY INCLVOES S'sEEYE, 2 GLAW% 2 GASKETS, BOLTS AND WTS, bMt MS• orp. , 6cntnn Ncr 6or, 2. NFO. BY CLO'A CORPORATION, P. 0. ! NIL W arwAted "Clpt. Notuc,V� BOX 2O 1 - NINTA FALLS, o TEXAS 7630i • P.O. FA% 356 • OSKAt OOSA, iONA 52517, L1WN bowtia•,. Also •psc ttr pub x 04 pttYout plu". Y I� .I � � �y gpror.d •a c,. 6 i1 Y i �pVkLE55 kNGINEER__ I�S1gNQARQs a SpE��F�CA i� pN5 -- tVB:. hA411M !Vl1P - .IMCL[ S1AGL, RtC,p%ICC1NG Typ WITS SM[FML PROTZCTIO21 - 116 N.l. la 1725 !N &W. . 8 4'14 Of i[Nwt!P T ,t; LE � I MtLas { L CONTIWUOUS � BL29_PERfORM!�C[_<ucyc _ Las 6 1 Ct'M F4lE A1R I � 1725 R,p, � 1 0 7 to 17 20 LS DO VPCUUSIV M INCH 1 Nlthp [Wit et puff ter. d 1 1. M by Got M!t cor P. . Becton Wr .WVoc�elw Pose with aWtl:ith istenei Oil-lose Motor pwwntoe hotipretotco _rb S,t. 2 1725 sit► 6 it. 1 115 Volt, 60 Me.. Slogie MNcMey e o W (ynteWd Thsr>rsl Protection. AIeO ea 1-wire cord, with"t Ploe- Or on p lnnorinN sPPrnv' : e4s1. k N'1• t.,aw S( SMITN 8 to WITN S L9VELW EMSiIlEE111115 iTAIIDAESf { f/ECIFICATIDMf SL29 YELUI SESryEEE r•ne 81O STANDANCS S SPECIFI TITLS VAQBN t�Q - SlfCii BSACE - f9iC T/EOCA21"C ME V tt�1 Riti•CTIOM - 1fA f Q 1725 QM - 1159 - AO NZ _ ,eeT?na 1 VAC:* 'rRl . �1KOCJ.7IN[: IYfE o1A.p S&L Part k, ALISA � 8 8LNA-A ad L29A- tl At518 IN 8a 8L29A- A/SE! _ To SL29A- MS29Velw a 81.2 A- a �•.-� 8L29A-9 Lro� SLSA-1F — APS10 lodai 8L29A-1 7 �`.Q d SL29A• ! M32A _SL29�A I1 _� AAr ,�1y- BL29A•15 �-n A} e ! Y2 L29 A- All BL29A-IT AP �~~� 8L29A-18 AV 15 - Y I + 0 a � k MMW S K19, orlril' sy C- Fart el. lit in, ,IJ o a = s V L 1 � 4 •"1 SMITN LCYELESS ENCINEE 0 STANDARDS 6 SPECIFICATIONS n'lE TrwaM .—.- BL29 3 YAp]R1 M" KEC'PNOCATIMC, :Y'TF TNeeT 3 or 3 a SLL Parr No, NO. Part No, I Description a., Rfilf/.Q N d' VAA'7 BL29A•I _ K]OOA i talat i t•r -_ - -"A-] 5 17 BA503 Pi a Plu 0L29A-4_ I _.__ AP516 _ NeW Cr•kec 1 BL79 A-S - —A�S31 _ Ya w Out at 8L29A- 1 APS29 * -Valve ►Lee 1 i AL2 3A9 A9 _ i +-- T. t a 1L29A -- ir-l:as 8L29A-9 —_ - 24 - _ APS10lndai "niSlT Fistoo RIn_._ -- -_-.__ _.r - SL29A-11 i_- AT526 / Piston Seal--� 2 8L29A- -�_/ F- _ flwln-? - _-_ L29A- ] _ 2 A7501P Kiaek•t �••—� _8L29A-14__T 30 i_ A► stun Aa• _� 1 i 8L29A-15 31 A►5137 Eccentric "1 _L29A- _ 2__ A► - Coui[ernt�i 1 — 81,29A-17 33 '--AP514 at Ke 1 EL29A-18 34 AP 2 __ Or Kin t 8L- A- __.A�S'74 tan _K Pam____ 1 i L7�A-2T_ 4A��1Z r N t x NOTE'. To rebuild S&L 8L29, order repair Fit, S&L ►81.2W, manufacturer's part no. K265. Kit includes Ref. N:l's marked - 4' �O t 111 �i ■ $ 1• a 3 AT . a 7+a�• v �f:,,xar (irpva bar • MW Pla". Lwte.a Korean Od INSTALLATM {fGTMf i4S a,w { FOR FACTORY�1 r 'JVET WELL MpUNTO) LIFT STATION A Smith ♦1 the r trnv built unit, t. y�a� rW, a s cmpiete w has been t�Opy�F� � ` wady to to opp""S 1Ktary by actual ` p�ranon on sur pas Aaor, Switch Ii `Ts » Yt moundfr antl ! '. Defects al eWlpoluA � 4an apagan. '� «wnA free Of Other A = Ilk A :LECTRICAL TONER The exoeQ x A of Plectelcm Wp�pn01� asleem s aI fdMaYa es a @Niee 'Cn *,nztallatson,TM+bp,Aia alhirfiY be tpnh the NecnicN bar if pn«actor aunt" dw lwal iifted power MpMty, well in advance the deival etsla111aM,of t1w reW;rwrwnts for the eltc«icy! CA !rvice pip* station LECTRICAL SEP.VICE RECUMEMENTS prOvi station reouiro a 3-ohm.90 pelt power suppiv plus to used 20 ampere, 115 von, single ChM.W Cvde control ci.cult mdulet'_ oply. veathmgoo:Mad dnconnect switch may be prov 8 ^e station power uvia and a wparete weatherlsro a •;trisect switch for ne smof pnasr aerviee excep le " 1_ (! ',au, 4-wire, 115 volt phase to gfmM service is pr ZA i i z v e a sngla phase«eMtonrwr a om phase ley of a 3 }3 N I r strntt A used foe ne&AihaN PoVe Diane S tt pq :4 sb 7,i 8 C �F 3 'usr and w•.n tize of e1W plrr Nq snolll{4 AA$Wit K u to de scat' m n \ $EgVICE REWIPENENTS • '.VEI WELL MWNTEC PUdP STAT :.i0 von. 3 Phase, 7 wit Po""' th n ' Sew'��c y� 71S volt.'9iMa Rine S'1Ye�t For Ap+IYW .r FusAN Eesrwra *a an I Switch Sut IArapl g to ...a 1l 10 t ryla< ?lt » N a a I t t •� 30 I % A r 1 1 Y1N a Zia Ar flo • a { 3 11 a I.sN l4lip 7 1 too it, a z 1 ,11t Iva I0 1W 1 ( 1.1%a 1111 IS wo 0 uy mo 3 m ,00 se ." so , 00 244 3 30 4M 30 `Wit 3.1, 3 112 14wo) eta am i 3 all { I * a 1 3 x W aw all 6 > wN faea IaeerrlM eaaU t a � hey Nq :15 INSTALLATION INSTRUCTIONS a'xi 'XieasM inyrrilrenj4,# fop the FOR FACTORV$UILT nsreasarv. WET WELL MOUNTED LIFT STATION A cur adult m direct hunet calve 1"sgped.,. aarxsrdowr.ra Cults a the National Elettricol Cafe entries, ;'" Von "'M to w, Smith & Loveless pv:mp station K a complete sup{tlied from the discorinam swtrat, n• aw4ewi.: ro clue 3 It. atpy•bUllt unit, tncl4Ang allryuspnsent ready to oswrate connection on the station ensrartGe Ita4e Wire of w elegualaw •his been thorouysty tested at the factory by actual sire and insulation must be sullphed f,om ate fisad itsexasssaw "'fah." on our test floor. Every item of mechanical and <wltch to the soklarlorm connectors in 1/w exewtal 0xv AR attncal equtpment "as been rgse•ated and found free of other vntinq and martial, n she Station are eoe M•plpa LIFTING THE STATION LECTRICAL POWER The weight of a station texclyd,ng sutroon .Will we -oc exceed 5.000 pounds. The static"should be hfpd bw hob%."6 Rk of elertrcal services can create nonq delays.n L.tmpleting a sling in the lifting holes on the son of Pw base she Ipraedv 1 tMltlllati0" Therefore. 1 is advsable to ocoly the electrical tsar it a cable sling fins hberglan hoed. Thee station r,ev, Clow f rNtacto+ and.0, the iocai power company, well to advance IifLM into {Noce o" rite manhWt. IIAe actual msiahanon,of the rectutrements for the Nectncaf CAUTION: Be sure the station is rowed so the 2schoonft _I1 now, pipe will align will the Mitt "fro pope.prior Co.earn nor ow station on top of the manhole, a lever of grow ytodd be ACTRICAL SERVICE REQUIREMENTS provided on the top Surtsey 04 the me l for the "too, I station requires a 3-phase, 60 cyu;lr Dower supply plus to bed dawn in, This gives the station eiev, support artd ID ampere, 1,15 volt, single phase, 60 cycle control circuit reduces noise transmission, tell. MOUNTING SUCTION PIPES If the auction pipet are to be mounted to platy after else weatherproof fused disconnect switch may be provided lot station is set, the length of suction popes OXKM be yw station power service and a separate weatherproof fused distance from the suction flange to the bottom of :how wwil apnnect switch for the sngle phase service except where minus six it ices, Check the factory order fa suetsorf ppe Rase. 4-wire, t IS volt Phai,e to ground service is provided, site. The suction pipe furnished by the c stpmar staxeld have a 150 lb. steel flange or 175 Iti,cast roan etionge to more oft we a single phase tt ansformer or ens phase I"of a 3 phase. the suction flange on the stagtl low service is used nor the auxdiaty single phase potential, 'uu and wire site of that phase leg should be checked The suction pees may be towered •nee tie veer we+s nraLly, the manhole outsde the station, Once Me suetwc ppo s All station power services must he run from the service Pole to the station and should be the following site: SERVICE REQUIREMENTS SERVICE REQUIRELIE%TS NET WELL MOUNTED PUMP STAT'ONS WET WELL MOUNTED PUMP STArQowS 30 Volt, 3 Phase. 3 Wm Power with Separne 460 Volt, 3 Phase, 3 Wire P,wfer win Sepuate 115 Volt.. Single Phase Service 115 Volt, Singh Phae Servnee for Auxd'laaea Fot Aux,;wits Fv�uaN k'mraticy i�r a i Waow Soo C"ndutr Sin otw from eeEEnt lMglitl yteo Stowe �wwar U" Swtd% 5tn iA ly.,, 5 we Minas) t+WO� um egtw um. IArt l..r_. _...{t. Alvin C AM �I 0 '20 17 /0 1 1 tleT 90 16 1 1! 12 1 1 30 70 t7 - 10 t 1 1 3 30 15 12 13 'led 30 i 10 a 1 1 3 30 30 17 to 1 t l 60 '" 1 st l is 1 I I IM 5 30 Ili to a 1 1 too 70 1 a 3 11H 1114 tIn 110 30 j 10 • s i 10D �. 9t1 4 7 / IA1 Ila 10 I sk7 16 a a 1 tM Ilse } M t10 3 1 s eta 1 1!7 15 d0 00 a 4 11.3 1 s♦ 300 150 1 i ].'0 7 7 70 100 to a 3 e s $ 1 I w 700 7tM1 s q 7fs0 7 1 75 seas I 40 a 1 7 v ly 1 Ms7a t tl eta 400 TA _ 3? i ?rA X 1;7 � 3 1tl Itq 9IX1 1 a AlLwa 175 t :9 7 am -M 441 Fool 711 1 sin1 •" anb Y,iO t %a i s I % bbill, 7U0 15t! 1 v Ito row` 7 i V1 _ ,z z GOV•T J ?ND.' AVE LOT 2 `\ LMEANDER CORNER - J 1. \ °�H \ r N 7V 2ND. AVE N p 01. NEW WILLIAMS ST. BRIDGE MF'1 AND APPROACHES \, �Oeq ElF I ,,f ��l I ST. ' AVE. ` " S So, 17. TWP. 23 N., ti N t CITY Of WASHIN. \ k• �\ - KIN4 CO..WASN�NGTON \ �k r~ Q, vO W • 6 YI � LAKE J , J 1 M fC WASN NGTON RENTON „ .. �_.. 4 L..VLANT .r._...J - `° 1p . .Y y CITY _ R-ENTON I QCATION MAP `n KING CO•..WASNINGTON j " SCALE IN FEET ,T4E'. W W t L L I A M S ST. ^' BRIDGE AND r �U 'I APPROACHES - 01- I . CITY of RENTO•N C �q ' WILLIAMS STRF.ffT BRIDLE J move" L AND APPROACH F S �—" LOCATION P LAN - , 'KALE MILES DESIG!4FD BY t. ,./ CECII C ARNOLD i RATMOND �i SMTN SEATTLE WASNINGTON 7 CITY OF riENTON WlLLIAM.S ST. BRIDGE AND APPROACHES SPECIAL PROVISIONS IND!a GENERAL CLAUSES AND REQUIPELENTS PAGE Standard Specifications 2 Date of Cpening Bide 2 Time for Completion 2 Funds 2 Description of Work 3 Maintenance of Traffic 3 Barricades 3 Waste Site not Provided 3 Source of Materials 3 Protection of Utilities 3 Utilities 3-A Adjusting Manholes, Valve Bo: es, etc. 4 Subletting or Assigning 4 Specialty Items 4 Special Provision Costs 7 PARTICUTAR REQUIP.E:ENTS Clearing and Grubbing 4 Structure Excavation 4-5 Selected Roadway B,rrew 5 Select Borrow 5 Unclassified Excavation 5 Removing Yavoment, Sidewalk, Curb & Gutter 5 Removing Existing Inlets 5 Concrete Curb & Gutter 6 Painting Structural Steel 6 B" Diameter Mechanical Joint Water Main & Appurtenances 6-7 CONTRACT DOCUMENTS Proposal 8-10 Contract 11-12 Bond 13 CITY OF RENTON r , WILL"iS STREET is ll)QB a= APPROAMS SPECIAL PROVISION$ ,,e following Special Provisions are to be used in Con- ' junction with the State of Washington, Department of Highways, "Standard Specifications for road and Bridge Construction," dated April 1948 and amended b,, Amendment No. 2 in December 1953• Cn July 13, 1954, the Council :f the City of Renton approved by resolution as applicable co the construction of r the Williams St. Bridge and Approaches the above "Standard Specifications for Road and Bridge Construction", as amended in December 1953• A copy thereof is on file in the office of the City Engineer, Renton City Hall, Renton, Washington, where they may be examined by any interested party. Said Standard Specifications", as amended, and the following Special Provisions Fre hereby made a part of this contract. Whenever reference is aa,,e in the "Standard Specifica- tions" to the Director of Highways, or Engineer, such refer- ence shall be construed to mean City Engineer of the City of Renton or his duly authorized assistant, or assistants. Similarly, references in the "Standard Specifications" to the "State" or State of Washington shall be construed to mean the City of Renton. The Special Provisions hereinafter contained shall supercede any corflictine provisions of the "Standard Specifications" . DATE OF 0r "ING BIDS: Sealed bids will be received by the City of Renton at the Renton City Hall, Renton, Washington until 8:00 P.M. Tuesday, September 7, 1954 and then publicly opened and read. Bids may be mailed to Honorable Mayor and Members of the City Council, City of Renton, Washington. x TIME FOR COMPLETION: This project shall be completed in accordance with the provisions of Section 8 of the "Standard Specifications" within 150 calendar days. FUNDS: Funds of the City of Renton only are involved in the construction of this project . Payments to the contractor will be made by the City of Rentoz; non interest bearing warrants redeemable at face vague by the Treasurer of the City of Renton. -p- ;DESCRX!':ION (OF WORK-: The work proposed under thin contract aonteW),at4s the construction of a now liighmy bridge across the Cedar laver at Williams St. City of Renton, King County, Washington; uo- ' gether with grading, draining and paving t;,e immediate approaches to the new structure; the installation of a section of water main, and other incidental items. All In accordance with the attached plans, these Special Provisions and the "Standard Specifications". MAINTENANCE OF TRAFFIC: P-ring the construction period there will be no traffic, either vehicular or pedestrian, across the Cedar River at Williams St. The contra :tor shall conduct his operations in • such a manner that access to and from the adjacent properties and the roads or traveled ways parallel will be available. BARRICADES : The attention of all bidders is directed to section 7.08 of the Standard Specifications. The contractor shall provide such barricade-, signs, signals or flagmen as may be necessary to protect and safeguard the public. WASTE SITE FOR EXCESS iu1TERIALS AND DEBRIS: No waste site has been provided by the City of Renton for disposal of material and/or debris from construction operations. The contractor shall make his own arrangements, and at his own expense, fcr the disposal of waste materials and debris and shall protect the City of Renton from any and all damages arising therefrom. SOURCE OF MATERIALS : The City of Renton has maae no arrangemen.: for the pro- vision or supply of any materials. The contractor shall make his own arrangements to supply all materials necessary to com- plete the project in accordance with the plans, the "Standard Specifications" and these Special Provisions. PROTECTION OF UTILITIES: The contractor is hereby advised that the location of underground utilities shown on the plans is for informational purposes only and the exact location is not guaranteed. The contractor shall make his own determination of the exact location of all ut? lities in the construction area. UTILITIES: The attention of the contractor 1s directed to the plans whereon is shown a gas main to be tne,talled by others. During the construction period the contractor shall permit the gas company, or its duly authorized agent to install a gas main or mains and services in the approach area and/or on the bridge -3- .erYY.-1-' r,�siJill s at such times as the inatallation thsreef can be aeaftWIt6hod within a MInUM of WtUXb ne to teht AW 0onstrUGU4 . The City of Renton will Install temporary service con- nection to the users whose services a• i disturbed by the re- moval of the present 8" diameter mai The contractor shall not interfere with or disturb these temporary services. Upon the insta`.lation of the new main, the City of Renton w1ll in- stall permanent service connections thereto and remove the temporary ones previously installed. The contractor shall yield space and/or time .o permit the City of Renton forces to accomplish the above and cooperate with them in every way and manner. ADJUSTING EXISTING VANHOLES, VALVE BOXES, METER BOXES, ETC : The contractor shall adjust to finish grade as may be necessary the tops of such manholes, valve boxes, meter boxes, etc. as may be found in the area to be paved or surfaced by this contract. All .,oats incurred in the performance of such adjustments shall be considered as incidental to other items c' work on the project and the cost thereof shall be included 47 other bid items. No separate payment for such adjustments will be made. SUBLETTING OR ASSIGNING THE CONTRACT: The percentage of wor4: to be performed by the Contractor with his own organization, which is set forth in paragraph two (2) of Section 8.06 of the "Standard Specifications, ' is hereby changed from 70 to 50. Paragraph three (3) of Section 8.06 of the "Standard Specifications," which permits a Contractor to name a sub- contractor in his proposal to whom he proposes to subcon- tract particular items and in which case the percentage limitations on subcontract work would not apply, Is hereby voided. The Contractor shall perform with his owe, organization work amounting to not leas than 50% of the remainder obtain- ed by subtracting from the t. cal original contract value the sum of any items designated hereinafter as "Specialty Items." SPECIALTY ITEMS : No specialty items are designated for this project. CLEARING AND GRUBBING: All costs incurred in performing any necessary clearing, or clearing and grubbing shall be considered as incidental to other items of work on the project and the coot therefor shall be included in other bid items . No separate measurement or payment for clearing, or clearing and grubbing, will be made. ST.RUCTPRE EXCAVATION: The provisions of Section 45 of the Standard Specifications •4- J� Shall obtain, ft aeparate paywnt will be r4we fc, old foundations. ;Oiling, tlOtrs, etc. eneounter&2 wiw: _ excavation areas. Surplus excavated materials Shall bt from the site and disposed of b; SELECTED ROADWAY KaROW: Selected Roadway Borrow shall be provided by the Contractor. Payment will be made at the unit contract price for "Selected Roadway Borrow in Place, " per ton. There will be no separate payment for haul. SELECT BORROW: Select Borrow for filling shore+:ard o. Piers 2 and 3 shall be provided by the Contractor. Ic shall conforn. to the provisions of Section 22 of the "Standard Specifications." Payment will be made at the unit contract price for "Select Borrow in Place," per ton. There will be no separate payment for haul. UNCLASSIFIED EXCAVK1ION: All excavation accomplished for the construction of the walks, curbs, pavements, etc shall be unclassified. The pro- visions of Section 11 of the tindard Specifications inall obtain. Excess materials shall be removed from the site and disposed of by the contractor. There will be no separate pay- ment for haul. REMOVING EXISTING PAVEMENT: PS-MOVING EXISTING SIDEWALK: REMOVING EXISTING CURB & GUTTER: The foregoing items shall be accomplished in conformance with Section 33 of the standard Specifications except that all material so removed shall be hauled from the site and dlaposed of by the contractor. There will be no separate payment fcr haul. Payment will be made at the unit contract price for tha following: "Removing Existing Pavament" per sq. yd. "Removing Existing Sidewalk" per sq. yd. "Removing Existing Curb a Gutter" per lin. ft. REMOVING EXISTING INLETS: Two existing Curb Inlets Shall be removed by the con- tractor and hauled to the adjacent City of Renton Yard. The inlets shall be removed carefully and without damage thereto. All costs in connection with the removal of subject inlets shall be considered as incidental to the "Removal of Concrete Curb & Gutter" and there will be no separate payments for re- moving the Inlets. -5- .v: js �I a WA ^L'R7S & UrU'FTlag: Shore seQ'.ious of Curb & Gutter at each of the !bur corners of the main bridge structure vary in curb height to match the curb height on the main structure. These sections shall be constructed similar to the Standard Concrete Curb & Gutter (Plan A-26) except for the variable curb height. Pay- ment therefore will be male at the unit contract price for Cement Concrete Curb & Gutter, in place. PAINTING STRUCTURAL STEEL: All structural steel, castings, forging,, expansion dams, ro,kers, etc . , shall receive one coat of shop paint and two coats of field paint. Shop coat shall be red lead, Formulae A-1. The first field coat small be brown Formulae H-1 and the second field coat shall be green Formulae C-5, All aint shall be applied by brushes. Tha provisions of Section 5 of the Standard Specifications shall obtain except as limited in the foregoing sentence. 8" DIA.MF,TER MECHANICAL JOINT ATER MAIN & APP: 1TEYANCES: Descri tion. This item shall consist ,f removing Portions of an existing 8" diameter C. I. water main; supply- ing and installing new 8" diameter Mechanical Joint C. I. Water Main; supplying and installing sweeps, anchors, valves, valve boxes etc; supplying and installing 2" diameter area supply lines with valves and valve boxes and other items as may be necessary to complete an 8" water main, with area supply lines across the Cedar River on Williams St. from Sta 3 f 18 approx. to Sta 6 f 15 approx. as shown in detail on the plans. Materials are as shown on the plans. Construction Methods. The City of Renton wtll provide temporary service to adjacent properties during the time the present main is being removed and the new one installed. The contractor shall carefully remove those portions of the present main that are to be removed and haul them to the adjacent City of Renton yard. The new main shall be installed to the depth and position shown on the plans, anchored, valved, supported on the bridge stru&,•*,,e, ,ted, disinfected ,,nd c:vered In accordance with the norm: 1 ,cedure and stancards of the City of Seattle Specifications for hater Mains and Appurtenances. Extreme care shall be exercised to avoid settlement of the backfill. The City of Renton will male the permanent service connection to their adjacent customero. Measurement and Payment. Payment will be made at the unit ccntg t price for F Diameter Mechanical Joint Water Main and Appurtenance ", in place. Which price will be full compensation for all labor, materials and equipment necessary o remove and store r,)rtiona :.f the existing :Hain, furnish, -6- C _ lay and connect the new main and appurtenances, test disinfect backfill and compact the excavated areas . SPECIAL PROVISION COSTS INCLUDED IN CONTRACT PRICES: All cysts incurred by reason of, or in connection with the Special Provisions shall be included in the contract prices fcr the various; items of work involved. t ».r �'�•, ARM TO THE CITY OF REITTON RENTON, �V'SHIiOTON Gentlemen: , The undersigned hereby certif that--ha eaami'-d th) location of the ',Alliams St. Bridge, Renton, !Vashirv;ton and ha_read and thoroughly undt.- gtand�the plans, specifications and contract &ovemina the work embraced in tha: improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete tM. work embraced in this im- provemeut, or as ouch thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the foll.-wing schedule of rates and prices: (Note: Unit prices for a13 items, all extensions, and total amount of bid should oe shown, Show unit prices both in writing nd in figures.) ITEN APPROX. lIT4 UNIT PRICE BID L.. IT P I;E TAbEOUNT NO. QUAMITY (Unit Prices to be written in words) 'poll irsute !Do_llars Cte 1 67 Removing Existing Sidevalk, at eq. yda. Per So. Yd. 2 I 190 Removing Exist. Curb & Gutter at Lin. FGe �_ For Lin. F `�. 3 f 75 Removing Exist. Pavement at j Sq. Ids. iI Per Sg Yd„ 4 I Unclassified Excay. Incl. Haul, at iCu. Yde. S I 340 Selected Roadway Borrow, in place Tons at Per Ton 6 400 Select Borrow, in place a: Tone j Per Ton 7 225 I Structure FJmavat.: n at j Cu. Yda. s� Per Cu. Xd. 8 4.W ; Cam. Con. Curb & Cutter, in place Lin. Ft. I at I Per Lin. Ft. 9 130 One Gourse Port. Cem. Con. Side- Rq. ids. walk, in place, at --i ----*— .Per 10 13 Cam. Con. Driveway 6" Section, in —_� Sq. Yda^ 'place, at -8- Imj Val APFR(MI 71W Wm a" PRICE 3m ND. pTTRW4IRY ( (Unit ;riuea to be Iritten in •ras) D�:. I3ol1a►r C i►�rrw�ri�r�el�rsl�e swrv�r, 11 12 Catch Basins, in placeOnly �{ Per sash FFF , 12 -� 3 lSanholee, in placc at all- y I Per each _ 33 140 Crushed Stone Sur. .3p Course, in Tone place, at Per Ton ]4 130 Bit. Coated rorr. '!et. Cul. Pipe Lin. Ft. Type 2, 1^" aiam, in place, at . Per Ltn Ft. 15 245 V.C. Sewer Pipe 6" Diam.. in place at i L n. Fv. _ er ISn. Ft. 16 140 Plant Y: x (Type F) in place, at Tons Per Ton i _ 17 1 Lump 8" Diam. Lee. Jt. !','star aain & Ap j Sum tenancea, in place, atinmn I I -- — = Skma BRIDGE I 20 420 Structure Excavation at Cu. Yde. + I Per Cu. Yd i 21 2 1 lun, K !hiving Thr. Test Piles in Only Iplace, at Ptr Faoh ! 22 I 2200 Porn. Thr. Pilinp (Untreated) at ISn. Ft. I Per Lin. Ft. 23 360 Furs. Steel Ming (36,4/Lin. Ft.) Liu. Ft. at i Per ISn. Ft _ 24 52 Driving Thr Piles (Untreated) in only I place, at I. I Ier Each 25 1 ca� I Driving Steel Ales, in place, at 26 262 , Ona. Class "A', in pleas, i a Cu. Yd. Cu. Yd. 1� i -9- r - 27 j I 7d6• i Gan. Cu" *p"r in plaoa, at 1 ror Cu. d. 28 69 Con. Class "4°, in place, at CU. Yda. 4 Per Cu Yd 29 41,000 Steel Reinf. Bars, in place, at Founds 30 I 1�9u1n� Str. Carbon Steel, in place, at Per Pound ' 31 I 2,;00 cast Steel, in place at I Pounds f __.Far Pound g Bridge Hailing, in place Per Lin. Ft. I e Drains, in place, at I Per Each TOTAL $ Attached hereto is certified check, cashiers check or earl in the amount of to the City of i:enton, this amount bei five dollars ($ ) payable based upon the approximate estimate off per cant (S of the total bid, quantities at the above prices. Dated at this day Address of Bidder (Principal Place of business) -iC- slow 1 a i � Wm 0*09 a IMG this atior of the State yftsatr of �'t"h ++� a d Y of 1iington, and Pit oorpws- hereinafter referred to as the Con+.rac-- _._.. WITNESSM: d That in consideration of the payments, covenants, , hereinafter mentioned and attached and made a part of this agreement and agreements be made and performed by the parties hereto, the parties hereto covenant and agree as follows: I. The Contractor $,hall do al work and furnish all tools, materials and s in therm for the AND APPROACHES in th construction of the WIILIE,M,S ST. BRIDGE e City of Renton in accordance with and as described in the attached tenure conditions)plans and specifications, and in full compliance with the toand su stipulations herein set forth and attached, now referred to and by such reference incorporated herein and made part hers- of as fully frr all purposes as if here set forth at length, and shall Perform any alterations in, or additions to the work, covered oy this contract and every part therecf and any force account work wti:.ch may be ordered as providod in this contract and every part thereof. rho Contractor shall provide and be at the expense of all materials, labor, carriage, tools, implements and conveniences and things of every description that may be re^uisite for the transfer of materials and for constructing and completing the work provided for in this contrast and every part thereof, except such as are mentioned in the specific to be furnished by the CITY OF RENTON, ations II, The CITY OF RENTON hereby promises and agrees with the con- tractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to eompyete and finish the same according to the attached plans and specifications and the terms and conditions herein contained, and hereby contracts to pay for the same according to the attached specifications and the sch unit or itemized prices hereto attached, at the t edule of time and upon the con ditions provided for in manner and this contract in the and every part thereof. The CITY OF RSNTON further agrees to employ the Contractor to perform any alterations in or additions to the work uovered by this contract ar.d every part thereof and any force account work that may be ordered and to pay for the same under the terms of this contract and the attached plans ant specification. III. The Contractor for himself, and for his heirs, executors, ad- ministrators, successors, and assigns, -goes hereby apse to the Hill per- formance of all the covenants herein contained upon the part of the con- IV- It is further provided that no liability shall attache to the TY OF RENTON by reason of entering into this contract, except as expressly provided herein. IN WITNESS "4MECr, the said Contractor has executed this instrum,)rt and the executed by and the��e o'— f the --ice caused this instrument to i,e above written. CITY O. RENTON the: day and year first Executed by the Contractor '-- -11- � f • Qi Executed rJ w APproved as to form---- r • r r , KNM ALL MEN BY THESE PRESENTS, That of as Principal, and as Surety, are jointly and severally held and bound unto the CITY CF M70NO in the penal aum of Dollars for the payment of which we jointly and severally-bind ourselves, our hairs, executors, administrators and assigns, and successors and assigns, firmly by these presents. T CONDITION of this bond is such that, WHEREAS, on the day of� HE A.D. 19 the said Principal, herein,executed a certain contract with the CITY CF RENTON, by the farms, conditions and provisions of which contract the said m Principal, herein, ree tc furnish all aterial an ag d do certain work, to-miite That _ will undertake and complete the constnicti.cn of THE iPIIISAl13 er ST BRI2XiE AND APPROACHES, Renton, Washington, as p maps, plane and specifications made a part of said contract, which contract as so executed is hereunto attached, is now referred to and by reference is incorporated hereiik and made a part here- of as Hilly for all purposes as if here set forth at length. NOW, THEREFORE, If the Principal herein shall faithf'.tlly and truly observe and comply with the terms, conditions and provisions of said oon- tract in all respects, and shall well and truly and fully do and perform all matters and things by undertaken to be performed under said contract, upon the terms proposed therein, and within the time prescribed therein, and shall indemnify the CITY CF RENTON against any direct or indirect damages that shall be suffered or claimed, for injuries to persons or property during the construction and improvement of such BRIDGE AND APPROACHES and until the same is accepted, and shall pay all laborers, mechanics, subcontractors and material men., and all persons who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work, and shall in all respects faithfully per- form said contract according to law, then this obligation to be void, other- wise to rtoain in full force and effect. WITNESS our hands this_ day of 19 .Principal Surety) Address of local office and agent of Surety Company; Approved as to form_ _ 19 Attorney for the City of Ramon -13- (: 4%6 x6 S4S Bard Wood packing Block placed flush with fact of Angles 'h'Bow_ ,, �✓kpta Ribbon plOw pakMNs 4sa%S Packing block 545 2EL•C -C. i j ., i Ih Golf in Handle PLAN 2-2%G's Wi Spaced 366; apart 545(Iri vAl"1at mimmam size) Ribbo To be clear wall seasonad timber 1 Wkg Ibws- -,-Angle Blocks 1 -s2 lnan Strap o 'I auF-• � -4's4'S4S Iet ibbon Cserdsrsink hues W 2-W BolCantersink Caf s J Hoods Ribbon , EL-£VATION 500, -Angie BI - ,ks p .Inter ..Ribbon W, Ribbon -� I 1� 1 4 Pecking , DESIGN DIMENSION'S FOR CROWNED PAVEMENT ado LEGEND: ELEVATION AT S WW,dth of Iona to at paved. .y. NOTE' C-Crown of Pavementt as shown on the plans wu- it is specified S Cutanges as shown or band SECTION A-A t. NOTE: to give V4 offset for 12' } H a crown in the pavement is raqui r,ul,eut template to a crown !■}§ of Y; lose than the fiH crown specified. Additional Strike board of Proper length (W•1-$)nece Nary wham curve widening •s required. See Resident Engineer for curve widths. Dimensions to be adjusted as necassary to conform to paveme-i+ er++t"M cross asct(on as shown on this plans. FIRST STRIKE BOARD we(zann(avcsers PA, eon er i.oro+ ro saw r Ol...i• �,.uiwD.Ow �� ,� �� ✓reovae occ vN� ul �_ Drr.oD l¢A for Dow¢f Mora 2'.12 I 1 .. Fir S4$ Ribbon '/8x a' $�r,�p y'h Pav'1" Dr .th Tc f N,_I .:hop¢ ie conform to roodway s¢ction ELEVATION PAVEMENT TEMPLATE a PLAN I'K Handle Il 2•_2- S¢I¢ci¢d Fir Ta4' _.. ..__ SIDE VIEW $¢I¢c+¢d PIr Ta4' 1— - ELEVATION WOOD SPEED FLOAT lt�hU.RU WOOD SPF.1;)11A)AT ANT)PAVFJAEN'P TF]IPIATE rar colo+f cx r«yar¢n�sron .un er re.wrr.�r cu..vrer. w oavn� rsr:weao.� A-14� rfl R _ ,n o _ 1,4a"t 2 6 'At Bolts A — 3/e Bolts f'x I"t,ste., Plate - 'r—'" 2 x6 z IO'Block A -- 14'x2Vi•F'.rt Head Stove Bolts Bored to receive a ,aced 4' C to C 2'Round Handle I/a S-andar, Wrought Steal Pipe ISrace.-� 3,�g Carriage Bolt RI atad Countersunk - - --. l$ Bolt -rr-n ) 2•x6x10-0 (I�yxSS7 2`Round Fir Handle net mm,mum sizes t 20' Long PLAN Ysx2Vi Flat Head Store, fDoff Spaced 4 C.to C.sway be omitted . If citsiredl. I"x'�'Steal Plate. - i � i x 1•x Steel Mile _ k Stands-d Wrought g .r. Steel Rpe Drag, . SECTION A 1 f"x I•x'/j Steel Angle ' l 7 2 x6 xl0 61o<k x 14y Ste¢: Clay¢ V4'x 2ut•Flat He Store ad 2�Round Fir Handle 261-ti g Bolts PART ELEVATION !R\\IRNP � NOTE' wM)UE%S7R 111:11(tlNif I This design to M Wee fbr ¢arlu atayas of Sloat;ng. tags rtwea ..,...,,r �•+r� DI Al +;mbar .d shall ba C• Grade Ciaar Seasoned Fir. •••_•• �• r Other designs of floats may be used if rowel ex• . •' aPP by the Eng,neer e...... ... .a �I •nor+.e Owe , wn ��.,__ a.rc.•.,. \ .. - ....-..,. _.....,. a fN AN i t-Dloo, Hand lo, Ys Bolts 1 iny5 P,Pas— 1 f ( 'h Bolt m handle _ s T- ;- f PLAN ' ` rY4xv strop :.vn JWs 10'Carriar Bo lts; a}. P % l� 24 C.to C. a , Flat hand Nked screws -ELEVATION ,4x 010h eo d St+ov¢ Bolts 1 C.to CACeuntars .k%rh"dd 4TC to C.(Csun+arsink for heads, BOTTOM VIEW iO-0 NOTE �(� This design to be used for intermediate seasoned j, /� stages of floating. / / All timber used shall be 'C'Grade Clear S .aso,ed. 'OOi-N�Ptr �r Other designs of floe+ ma.b the e a d b¢ used !f apo,nv Steal y En9mear. 3�'q 2-�a2'a h1i Angles rut to Vx 1'k yy tnwtnwi. SECTION THRU 41L W(X)DEN RTRA((:NT EJAJ. h KMl f!alNT(OYt'[RR Pw.i M�� D Doc a. w i �+tJpar Iarq �, I j Nardwupd 1 i n Homo* '04P I 7i , i <f t" v I I �� , f II II II II II !I I II ,I ,I I1r A A' A M _ II I �► (I i I Steal Broom win.c- I A95'wida x MY thick i I U u tI L L ELEVATION d SECTION B-B I r a'-0" SECTION A-A y NOTE: ' Hardwood to ba used for body of tha broom. Two piacaS r"utrad. That' shall be tacuraly na!�aam i fastwlad togathor. WIRE BROOM � wn pilaf aara.�[n ra�uarrt avva oaruva.v o _wwvas .ro��.nsv.'a -I f s� I ?•`asw nine.A-.i A t un kss cHx•wise suer•red d. h 1 N.�te1 e. plans 4isee .� 6r.wweys short to ronstruc4ed the cec n ame. i on<f mae4 °11 fly, regwr'eman4s of S iro ' 39 of the Standard Specifications excwp4 s.de flwt wood norm d s and Nand Campmt,,q an ei B P"inish.ng may be ueed. , .,0 Thr: reo to be pove,d as o unit It shown as area A,AC D,'- Drivevoys dell extena to back ude of dewalk or to Proper(y Line, as detailed .N, the plans or as direc+eel 09 the Engineer TYPICAL PLAN Where Dr ivarvsys on ro be constnx:te,d•the OF NORMAL ALLEY OR PR!VEWAY roodwoy pavement or gutter construction shall e.x44nd Only to the lines CO, DE and EF. •a "rs '�'dae J°.nr Filie� The back side of the curb return shall vari.rSit have a Contfant radius of•04 less than �`p°r`y 01. • �' _ _--_ _ _ S fact It shall be as m ':h lonyar on is t5os nets. A1, leas . Mi y �� hvrre) consistent ..ith ea st:rx3 condttiona ' Any spacial forms made.j fur th& c +silruetion of the curb shall be approved .,)y5 • _ bg hie Engine,- G r-}Mr orRh�_••ro,. .-a,.. am.nis act-ors n 33, oa 3fr .,f the Standard u r ;• Ot. a �' Syacifications •, a< _ •'i The radii of the curb mill.,,, nor slue Ir C-+vewcye ore dependent an the positions of Pillar E-F :o'o xI;rt tha PT's of the, curb r41 iurns, 01 ad a TYPICAL PLAN PAYMENT OF SKEWED ALLEY OR DRIVEWAY Cement Concrete Dnvew:tyye ehaU b MINIMUM SKEW 4�' measured by the number of squore gcrds contnnk.d in the area A D, _' F p, N A and snail be polls for as "Cement Mnere+e Driveway (of the vor ions m,xce and claiii F' Section, in Place, per Sq.Yd. Thct Pardon c» the'Pogmant d C,.rp or the'Curb ono Gutter within 4he drivewol, orso, CJEF, will be, and paid as .< ♦ �� Pavement and curb or'as curb and gutter; ? of the porticuiar type aollad fa,an the pions. Saa'y That portion of the cement eancrab �•'� J ab Me the plane of tie drivergy which W ;B If , L 5E fnrms a rolled ^r worpca curb and the -},, 4hickened ge ed ad *cant fo the poverrwtt n' 't _ shall be cans'de�aJ .ncidental to the ;,.=. eJ•� construction of -,,a Driveway. � +r==-- r +r4•hp .M sect. v c r:x mar.. - re, .<qwi •e-[r �` -• �3R,�'r' '� gad r q�? - U{e J VG �6 sid.welM �,/r -Beim l •4� t a s;dswam c°rnhvcN.,.. ` ie ,y�,Npt rewe� Y'MiY n r d DRIVEWAY PROFILES ISOMETRIC PERSPECTIVE - -'. „tpl fy (Based on 4 1' Slope from Sidawa!x pr to SHOWING PORTION OF ALLEY w r7v height at normal curb aV the Gunter LnW. OR DRIVEWAY WITH A mere tta"oeeo ROLLED CURB RETURN sy� � 18Ms7tfCOVCRETErRIVFWAYtI w��r p..b,ti�A1Hr �ouwn.�.ua.�ie�.• C .wwsesse • .. u ++f 0 P ♦� y r, 4 ;tit: .ar�e 3%,4'Exp.Jo.nt- 4 � v yy�� 2 i item 4 walk t wa4 ltp.Voirrf�'.�u y�—� L7.. -L � N07'F Parking Stnp'� J S¢e plans for w,ath and P051�1011 of Sidewalks. Vor aGe r vo-iapW I tyy Transverse ¢xpons.on join+& d Wn Oe �t xmih4k eT I (Iix41 to be eonstr„cte,l at AmUw fo?a,41' < ss� 6,6 1b sow i aPProxima+ely IS' ;nt¢rva;, nr 12,If and 7A -i 'W fQO+WAS! l r•s desi9na+ed by the trgineer, foot w:etrs In general, +he SPomny of the !' V"9rooves -2%1 w Fare possible, .� A — _ . ' A ha+ no+ less +hoc T, ] 51e ►' I �M Far fur+her requirerrem+s see Section 14 of +he 1948 >o'kingt+rtp-` - " " Standard Spec;fico+ion,,. SECTION B- B j T YPICAL SIDEWALK L 11 iap¢ 4s,. PLAN r'O. �`- PAYMENT: "' 'W' "One Course Portia, Cement SEC TIUH A-A Cor.c^e"e Sidewalk, in Plat¢,' per SC-Yd. . ..ni. TYPICAL SIDEWALK LAYOUT 'One Cwrse M9h_¢ar;, - OS,F. 141( PL AN ryQ, 1 Cem¢r,} Cmcrete rid¢waik ! strength l'EMF\T CY)\UaTE � .\,d. P;ace� , in 1 err.. i ir j� i FP` utcl,of curb. -na of Curb at um• • .'rnM via i1 u ,nremanl. [r,vawa.)En+ranC65 � - . ..t 1Fwknaaa of Ju ` R-' 1 u kbd m N • ,. ;.vn.r, Jo.,i -' i,ntrocfion_1c.,..t.--".a. } 1.7em¢nl l"onara/a �} r. � �� rr✓ Wvema„t ( �.._ ?c Snwat ELF TION SHOWING JOINTS SECTION ! INTEGRAL CEMENT CONCRETE CURB II f '/s E xponsico Jam+ Filler f^r lull aec+ion of curb T.q of C,trb of 1 S • `.-0 1 - prnavaay En+rdoces-. - 7-, b r-V�,�rouval!4 uC l4 1 +o ax+end aver 1 raadwagfac0. and top of curb. ELEVATION CEMENT CONCRETE CURB ._ VA @xpanacon,fpin+ Filler qx full aac+ion - .rap of Curb .at _ 5•+ Drnrawaj Entraraaaa - a r ie"" r 1L __ _-___._. �-- ,. .-Fd`W.SurMs Mn�i Ia7 •. r �r +o ex+Vd aver I �.�. roadway fora and+op of nu!♦r _-_.._ -1Z.o ' ELEVATION CEMENT CONCRETE C!!RB AND GLITTER Fwrad w:th DrcII,IiI W+ -- ,pad aay Macy NOTES: Ccmv.t roneri+e -' —Ttd •Gamani �anereH Curb end GutW and - revisanl 7_ �" S or' Cure shall be a+ruc+sd 'n occordonca with 4ha P -_ , of Sae+car. a of "I"1s Sterddre Spaci+'cat;on& Wrmen/.~Curti pr+o 36 c eondr++e+sd 'Area 1 :frron+ (.'bncrvaN . rb` 4ha �' to .. 'In+a.yra rn8 a c q.8;++aand-0 SpQ.e f oi;ns` i DRIVEWAY CONSTRUCTION NOTE 5aa 5 a"Jord <=aman4 �i'h Drrvc+wayi fur cons+ruc+ron PAYMENT - r L in.F+• j Curb M Dlaes; N yraxaxRb -lnta n Canan+ Concrate r Lin Ft i 'Carront Concr'e+eCa"-b m Ptaaa: Pa r Lin.F+. CONCRETECURP ';;arrant Conara+a Curb and a3. 'tar ' +Place, ..cra+e Curb; AND CONCRETE CURB d ;Ur" I LD rie Curb•oral•and yard by t•n unsmcrVlS bltmaoS+rad ment Concre+e Gx^I^ and Gell�dr w dwaYa O,d &)all`neludeIl the lcnaar foot ocraa ri itin two opaauNon+ Will 0 _ U 1 N OA z V _ _ r 3-1 6r,ck 1 �J *` PLAN COMPOSITE PLAN APPROXIMATE WEIGHT OF CASTINGS SECTION D-D Frame 35 L lc ICOVBP 13NLY) Grope 113 L.bs. CAST IRON FRAME AND GRATE Tofol 24HLbs C.ant.'Na I 6_ { ' ; L r.r,�!r ' f' � .ax.+ C .alth a.w+ s.en rt,.• rl Y yam. --_ } yy e ■Ye, ii Its b+D' OJlar-� l I o Ge'e�i U Y U PLAN n NI �I7T ��S ' L'' Hi•1 r. ,.�• lo- lo• SECTION E-E 3'-O'Contrate �' 2-8'Cmc»Ia 3'-W rick 1'-a Brick COH3TRUCTIJN AT CURlSS COMPOSITE COMPOSITE SECTION A-A SECTION B-B PAYMENT, 'Catch Bosh m Pw a uar Eoeh. 'Structure Excawt,or1; per Cu.Yd. 'Machanicoi Tamper per Dog NOTES' j Catch Basin,axcept base end upper 8,mau be canefnrchd it of C,yncreta Goss C; Cloyy Br+ck or ConCrafe Bnck. The hose end .pper&sholl be constructed of Concrete Class •C, The eost,ng shod be sat to a slope to conform to the Particular dro,noge problem. FrAxauo See Sact,an 4S of the 1%48 Stonaord Specifications CATCH MAN :+ Por further requirements. 11.1.o. ...Xwo.ow C, t, or rArb o,.d guitar will be maosursd without deducf+riq for length of notch basin. The Castings shall ot Groy Iron Coftings,ASTM Ar.aevar �.w u, nw 40 Cl 48 A Des, notion - , ass . 9 n.�veA• alifYin ti P 1 -. I SS»» 1 Y i rt rhiB t4pS&d on i.,aF c 4 n b ,...e .N. �o . ly iar steps Ki PC �q r= iq dra n oafs non-Socitar'y 5 u + } 1 It dmp SACOo�" S Feat Dioc63 C---- -} o or if Wpe y91 sonitu,y sav o m • t y 2 2' • u go, deejn and And a drag mamh04 6bcAe 6 ., rr 1 a 24 CIU A,l gro" 4mte of the r. ■! M M 'M tap melae a'1 pip" mall I a♦a11M cantt-O mcnhofe.,t L11pCkL d I� Z n re Cana& Carc�a �. 5rick - DETAIL , USING ,a."I C-MPOSITE ELEVATION Block ' s CONCRETE (SECTION A-A) cana+t Ca crsf , CkpJ d"wk _ASY iR i pt'►7RIL OF•SYEP :a* 4 ' ' Cw HLOM5 X DETAILS' t - C-' 1'I dN "a n1:* t t.tN t% ctt .-'LAN OF OV4 NOTES: -,J [ Manholes may be cons+ruc`,V.d of C. • 'm--+-� Class 'C', Clay Brick. Conar¢te n Concrete Brick B;aCka ore for Sis anitary gQ des fay be us" sit.Fq.,- -» allp�/' Required Daorin S o m Sewer. •:aa��.pw». for 12' height. or Less Value of Founda+lon Regwred 6aaring Value of Fo q.ff. TOP VI for mere than 02'hei ht. - �ndot cn VIEW OF COVER AND RING The cosh 9 -'ate/eq ff iq• ASTM Designation,hA I46,Clanraq Iron Costingl, i teH l-a 5 40 See Stc+ion 66 of +ha 94.6 $}andord a r-1*1, a-IL7 r F 1 Pec.fica+ions far further requirement. , SECTION D-D PAYMENT "Manhole, ;n Place; "Structure Excavo}; Per Each 'Mechanical To a" Per Cu.Yd. 2[b4e oom `nP¢� Per Day eewdYoww � � ,f Lt� �c.; '� S APPROXIMATE FV +:' - EIGHTS Ja Ping 321 Lbs To+o l 43 . f BOTTOM VIEW CAST IRON RING OF COVER 3 COVER FOR MANHOLE t a � 1 SECTION C—C OF k-OCKS 'A BLOCKS 'g" RLOCKS C TAILS OF CONCRETE BLOCKS "*+¢: Concrete nloctr. w141• ¢t. • nsiona m aN be I aPProvni of the Engmpp.. ' ¢cf ♦a lrASpAep I MANHOLE ..... o" .... ..a.»w..vo» y f _. k . z fi I be Tied r of eomrscfiy io . ( ,read pn�j tar :nt.rMrdnta s .ti r + •'S.h. 2 0 2 0 non-somfery dranoga — -'-- r If dleafTOP VIEW+ ie a,d ve4sstleuiary nI io . e'L a rop manlAk C'_ � G 1 .; _.. ... w i I re.-✓�_ _till of the-go �" - n rr F F- ►i i r p,y...ban Tlif M4CaIlVf4,: i _ — ea.,fnv,arfna l NIT C 61f Mi, P.at!�ose••1 � � uanhr o.fR. —a— a i 9 <r� E UNIT E E �. c-ais Fa•u I UNIT B 'ram ELEVATION (SECTION A-Al SECTION DD,EE d66 SHOWING A TYPICAL o COMBINATION OF UNITS g° BGTm CAST IRON RIM s.. UNITA I - C A A UNIT D C D PLAN PLAN SECTION SECTION C-C & (S—CTION B-S) FOR UNITS A,BSC SECTION F_c *a +gc a ,fin. k r . +{>v eif,ea 'tar $fondant Ram wl�e <wweEti.�am 'a baaad an:•: th Alfarnutt d a gna aaa oa} "It,# amrr, '+Ptc:fitc lat gr�9Pa •+a eq •+taf the �. E'ngrnaan fdbang ragtnraman+s and w 0MgyprAo'rcateinyr I TIN O,alaerer•of � he i D buf fha upwardl9 phofiraan prtC"+w.•r.aq be in aa�a as of 4r The a si unit ay Oa f Mao�,rq of l,o��rp�{w�r�f�La ta'9M n lqr�p .. ,r conc to f ao the dsaign_'.'.,4r,. Rtlnfor 61 d • rrNar Ify if t of :a<t ihr,artta Cu vrar�4 P, t far. 5fandOa atwar p pe,they ahaii ^•ta4 irK ,eqq�,eq-A det.y.ud is No cq5 c-ficsane for Rat 1 rted Lonc�ala,5awe Wes,'I t ASTM 9 Tha.iontin may aaaf the '{Jna m TOP VIEW F" a+•'Plor pqW suf4manftq o"It fopreva 'a+c1ypuo.•oP +M 0 COVER AND RING i' er rt.,n9s anoll be h'a1 dhflat - Ise. grnutaa .n ..uipnOrr ,fin .+ AA•�'o;"'°",caa1 Sfaal P. and y v formlq wacad of 16'04- ha r.ar rrpay wd11 TMy Mo;l pa S -A i � i'W tap c-.,a precast unit fnd mrncoii _ .y� .r,d to 1 pocPn9 an ardent tunas "'09 be dj sst d to,.gal aaav s 19 1 `{'^"'•� �.t. .. na manhole 7b prorida vile an/rq and IL'it 1 'S In rM aewt 0n4 P�Daa enter t F ''' c.r:c,isra unete, t M manhay,fhro monhok CoI AcafaW hail m l,, fha ru eawCrp af 7 _ - f uali "Ih the Taco off 'nosh. i q a nwnnar oa wi; M Mncrata and shot shot! ♦n auf �• •!•• Ali Iwnfs Ild all son the e.n#,r,,l eA+Cn tM ,nbnhoN Mall. :" Sd nk.rf'x Sci...sf�,� of fha E .'rhsefra wait shall ba rR; +o hok dat> SECTION D-D fM adSadwar 9n mag M"sad trfMr for Son Cory Sawar VU Per ..S Pt eareny tialda of t:i,u„da,,on ice. 13 his.ghf :t is Sa" SfyN00"'u�dsq rrn9 YLiva of ' do+"' for. This taafr a shad A, than f2 height- .. .lc„' A 4$1 CIO Sa flrag Iron Castings.AS-M D41,9A,s:,:>. further rvqu.oemenM of the ,948 Sfcnddrd 5flac.f,eotaa.•. B - CAS D BOTTOM VIEW OF COVER TI4"RINGdCOVEk FOR MANHOLE 4 C APRgq,11MP" ', �: n•.. S Co1a. ` T<Axr .i. rk. n.�olan I pvf DETgIL' >t.t.VT ITINfRA7f' uxta�r o.. OF 3TFP ..,.«w. 4 pL.AN ' CQvY Tl � . ..+♦ry.«sx+ce ..t„v 1. � _, �, a4ECT/ON A-A l' SfCTi pN PRipGr LLQAi_A!_- rye •��d ® ./OfiF 7'.vGE S-C sV w PPl :n-.ss 1 a eI 1 l mat Iva '!- vy�nryyfn�l0(I Amos f I f nt4 w _ — Y r .r--.`. 1Al ,j r C a�� f ��r •i {� `F,' � f i t fi ,,.=t.• � sECTroN G G . E.irNl t ccr 1N R f > nuu, M1 �ry�0-b_ SfCTi01✓ F•F •d Z.".ai2 - !. i y/�� `� /N_TYPE 3-� eRlOGE ORA/N-I- sEcria� /r-.v ai AT/Nti CC✓fR Gf'rA/L /c^^r,•woYed -. Lam_ n•p loll dro.� �JM1�gs:.hm;/pe Cf>Y JYee/GbnY`v. � a r 04A/N PIPE OL'TAlL9 RRIDGF DRUMS `.f *F :2dw4. b Line = j w over 12'•!Y 1 _....$ 4'x6•S4S lBolts V1owHW w Its Ln f�}-^n �T'f�"P'e^rTT •... T'�Y IT'S , �I.L s_ ��.- fr�r�.L-L•.;L_1.Y-1�L yL•� - I ,� wv.�i ra4lsdc+ra :(` 2Lf lYi itMl aly ELEVATION l i I —s about— 4 a4'x6'tacking Di«x Q 9-U t+ra. I i M _ I PLAN iLlYtat'h x�h fasfinid with wood fa'aws @'.'•O•C+rt NOTE: I . fas+ar„ngs for S+r;ka Board ENV ELEYATICN +o be s.• a as for Standard S+rikc Hoard for concr6m Davarnen+. TA4UAY1 RMIKE B[`ARD AND SMEM wN aell�i ROAM 'T OYp N R �lOe e•�YI♦ Yw.w•Fe�Ow ' A.IN..• N1. C�� j�/Jj r STATE HIGHWW PR®JEC"I BEING CONSTRUCTER BY I . ( NAME OF LONTRHETOR) (ADDRESS OF CONTRACTOR) DRIVE SLOWLY r *STATE HIGHWAY ROAD CITYITY STREET tanm D"19mat"on to be ob+alnee from the Con+,act D S 1 1 NOTE ' Signs have 'VVhite Sackoround with Black Let+erS ana Black Border _etterS to be Of the Si2a Shown above Sign to be fern'.- c and ereC+a.tl b:+ the Ccn+,actor. A"Yr l\)\TR�t1UR71 I1 1t�T wN �'.. . MAI m s4S r �o 2�4 Sas a' (j( t• 1 I f ` �,E-Alarc�\ 7-Alt 1 1 i l Stnndrtrd Portable. Con,, nacoator Qt hie rr Dada Scale 1 • 1-0 rd �'P¢cifrc tip "Pans, be ,Urnlsh¢d 8q ct Y } or,s Saq S¢r_tion T O ad b of th• l94d � Apg PORTABLE