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RANDAL SEWER SANITARY SEWER �3' PcJ►3�Ic IV17110r►akl I fY T!U/1f�D r2 h �. �7 a � ! Gan! �� rrL, � � r ! Dti! C!%, I � I � I Dora Exlhrl,,l� FIgE ►lynrtn�lr ry204cvE I�o�E �rq�36 f5o °% EJrIrtE l I PEvoirE2 156►11 IMMAAAric, J - G I� � 5o Iyi Ih 2 lr3 � � 54 Itis ihb � •. Oi� - --------. P3, DG �\ 1 � � (IL i o' E 14 E r q►I r c r f P2 c r 1 13 KA 1F6G g /'-SEMfA4,1- P!AeI I I II 7 < W W CIRCULATION Gut-,Y -/ v v o f 3 A,.L SPACES MIST 3E ENDORSED I � i 1 RRIC'R 10 AF'S'P.O':, 0 < ;= THESE PLANS o 0 �`— > o --j I i --- - �c DY D .. _ I — 1 14�7 E M111 E rr A 7r1 P !3k,011! Ail7116 Z Z gY ,r _.___ - I I, rE I�1, -2 I, A-1 :� c ' ►�. ,..-..GY `� I s{' I p2E 1QE � LICE I jf I �X►�t . �AII �svjeil E C-Ni:RAL TELEPHONE C '." ' f Y --- — --- - 16167 E 1 N. W. NATURAL GAS BY 4,'dC1�v_►•v►4 DATE —_. , \ 4 r • gY •�F.. DATE 6.. .rJ�. \ +_'_ - - 0 4 A �� P C ►1 s r �� P. G. E. F E PR T. R. � 6 to _ -_ -- - - -- � _ -- �. 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Goy � 1' � � Gr � � ,tl Co CITY OF TIGARD I 2 9a$7 I or I; EKI�,rIA'„ Flrg ogg2AA1'- I rv&ivE t4oSE (sifiv l50 -4 Eurlrts , ( rErtiocrErr Fort IrL2ALArlt, S -, Irk. 15G ISI t 2 Ih"3 / 154 -- a � r� G (� ••. • v USA �'vw n�o� s r-o C-1/=.0,�. <>A J 601/6't rrc ros E 2 A► -Sis v E tL I /t.'?F�¢id2 j-1�+•'� iwc +�16f (i.vn/a.t __. - 1 I _..__ __ _. .. - - i .1 •� � _ .. -- ' - - -- - -- � .. - - -- - - -- �''D21./1 <;t;vlE': /'L vM,glh�f ,s/,Ec � � fi I I I I I �I:MJIGE pp�'� C p 1' !J 1974 I�1 —� (I111f i1r11 'l I r E E L w � ,� e r r GA rt:+l r�A51 r I I �- eL "-- G..E rl 4 uY I { _ = U, .a - Q.E.Q. i iz < 2 \ ALL SPACES MUST E'E ENDORSED RI IR TO APPRO`,,,:'�,L •O.= 1'H :a FLAB�S _ --- - - 3 P I' A V m PUF3LIC woF;:', L' T. -' - - :ATE-_ . 1 \ 7J f3 l 78 h r + ,4 I A' G I I rl I 9 I lll"E/LAL A-1 ) II rR�i d•momI PLArcmiNG D . t, + I AtE A1. - 2 I I f BUILDING c ;. r '.._... G.,r __ - "1 PZE QE I LI►�E ' �x1ST. �iA1.t SEuUEIZ COUNTY H ire".-- - - D'`r - - I r I a 'I I.E. ICiJ O CITY AMC:. .13'Y--___ ._--_-_---_._ D% - ( 1 BY --- DArE_ -- 1 ` TTTT�� 7ff GENERAL 'i...L r IiOF�E BY — _ (y N. W. NATO'-!aL GAS BY - -- ----- \ r P. G. E. BY.___.-. _ DATc -- ----- --- - ---- ^ T. R. F. D. BY— - - ---- DATE r (BIZ C�7' ��'7�E �Gl I V1�i / r I l� i� 7 F-7� _ — — — — -- -- - _.. '� sem•.. .�__ .7 rip za 71 �.ijIM V n- O d. O o Z - - -- ---- — - — I40 JE _ ------ -- — -- �tJ� -- — - — —- — — - - NN RANDOL. SF wP P OF PLATE 1, PLAN PROFILE I Kv E KEUFFEL d ESSER CO. 96 ,.� llllr��lllll�llllllllr�rll�Flr�E�ij�it�l�lll�llt'I i h it (llt I I�Ill�lllllj �IIIII) lllllll�llllr�lllll�lllllllllll�llljlllllllltlllllllllllr1111111I111lrjlltlllltllllllfllll�llltl > NOTE: IF THIS M ICRor I LMED ►•�-^�+r-----�- Z 3 4 5 6 7 8 8 _10 11 12 _ DRAWING IS LESS CLI'.AR THAN THIS NOTIC&r-IT IS DUE TO RAW QUALITY OF THE ORIGINAL 0� 6z OZ LZ �a.. Z� bZ EZ +�Z la OZ 61 BI L. t)I SI bl EI ZI II 01 !{ 0 L ia� b E Z I II a ^ r' b �.-- INGI r ` ,,.+'''�' •1lI�IIUIuII�Intllul�rlulnu�Iurinl�,I111G111�I11fIt11u�auhlnjrll�hnn�t11ni1�111111111�11pj11N�ltIIjNrI�IUIINIt�1111�1�111111 III�IIIIIIIII�Ntt11111�1111�1111�IIIIIIHI�IIIt�11NtI�IIuIuII�II1111111�IIIIjIll11HHN1U�l1lf�IlllWll�II�IILIjII11U1�i�11N � ;3i y ', - a t,. F `F ry I �t. t ,4_ �e I y �3 m j —1 V- tD b T- a ,Mco V &w_o —N to•, -.A"J w3wro J6 :. m 1 '^ 0' Y, co aw 3 Z 4 Avoid Verbal Messages A-1 CITY OF TIGARD To From Subject: Date:_"_ A !!'c T`L-S TZ1 L) V/-S LJA e..L y' ��, ` <'.;n.� F r ►� M1�`"'b S c.PC N i-u Ir H ti 1 C It �, u �on�4 . t February 17, 1975 ! Mr. Al Kalkove.-1 Dale's Sand & Gra.el Company 18600 S.W. Pacific Highway Sherwood, Oregon 9714! y 4242 southeast milwaukie avenue pOrtlz Oregon 97202 • telephone 234.9587 theRciiidail company January 31, 1975 rE d' 5 79.r' City of Tigard C,T y OF Public Works Department Tigard, Oregon Re: Security Storage Warehouse 8500 S. W. Burnham Gentlemen: Please accept this letter as our agreement with the City of Tigard to connect the existing sewer pumping station in our development to the proposed sanitary gravity flow sewer within 90 days of notification that the system is available for hook up. Our system was installed to accomodate removal of pumps and use of pump manhole to provide gravity flow to the northwest corner of our property. Thank you. i Robert D. Randa71 President. RDR/gm l�� DHLE S SAND AND GRAVEL CO. INC.. L' 1� � 1' 18600S W. Pacific Hwy. >!A t _ Sherwood, Oregon 97140 639-7535 GV Janus r•y 3U, i a" i Randall Xonvtruc%ion Co. JOIN 42, Mi lwauk ie Ave. Port nd, Uregon 912U2 CITY 0 Ke: Job KC .3h1 b9UU S.W. Burnham Tigard, Uregon Attention: Phi 1 McHugh Gentlemen: Yesterday, January 'l9, 1975, Mt,- . I -ebert , Div(rtot• ut Public. Works for the City of T:tj(petrd, made ► i tis i i nSpeirt ion of the pump station we constructed for you under, r .o. amended. He indicated that the Lnotallattion is sat.isfactor•v, th•+t a letter so stating will be sent, arid that yuu may us, the system. tie did suggest that a padlock be put on t to- control rcontrol cabinet and requcst.ea that a key to same be scot to him for emergency use by the Public Works Dep-irt.mer►t . Our final statement for this work is enclosed. youi-•s very trul DALL 'S y.1ND AND (.RAVI i 1. I � r 1 Ka l.khuven AK :oj Lnc losu re k 1 ) cc: Mr. Hiebert, City of 'rigarc! It_', May 280 1974 CI rl" City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Attention: Mr. Nick Hiebert Gentlemen: RE: RANDALL CONSTRUCTION COMPANY - MINI WAREHOUSES S. W. BURNHA14 STREET The above-referenced project is designed to be nerved by aide sewer construction in accordance with unified Sewerage Agency's rules and regulationa. The sewage collection system within the structure would normally be under the Jurisdiction of the Health or Plumbing Departmentowhosis responsible for reviewing plans in this area; We did send the plans to the Washington County Department of l.nvironmental Health and Sanitation and they have made several cotwients concerning the coni ruction of the prennure line and picmp station. We are enclosing a copy of a memo from' the Department of Ewy ironmontal Flealth and Sanitation dated May 23, 1974, outlining various requirements that should be met under the Oregon State Plumbing Code. If you have any additional questions concerning this project, please contact the Agency. Very truly yours, Stuart L. Cato, P. E. Staff Sanitary Engineer SLC:vr Zinc. WASHINGTON COUNTY Inter-Department Corresponden-:e Date May 23, 1974 To Stu Cato, Unified Sewerage Agency From Michael F. Sandberg, R.S. , Supervisor%,/� Environmental Health and Sanitation K Subject Pump Station - City of Tigard ! The Washington County Plumbing Section has reviewed the attached plans. The following requirements should be met. I . There are no specifications for the sewerage receiving tank. 2.. Section 21-212 (6) of the Oregon State Plumbing Code require sewers under pressure to be of cast iron water main or extra heavy cast iron drainage pipe or other pressure rated pipe meeting standards. 3. Pump basin should be equipped with a high level alarm system. 4. Section 21-178 (b) requires the pump to be capable of passing a 3" solid sphere from intake to outlet through the pump assembly. 5. Sectlon 21-184 (4)(5) requires every sewerage receiving tank be separately vented. The size is according to pump capacity. 6. Soction 21-178 (7) requires a gate valve be installed on discharge side of all check valves. the system should be inspected by a Journeyman plumber prior to covering,. �'�ans should be required for the receiving tank. MFS:fek CI i Y OF TIGARD UNIFIED SEWERAGE AGENCY TRANS:1ITTAL SLIP Date From: 7y, _Note and file Per our conversation Note & ret. to me Per your request —Ret. w/more details _For your approval _Note & see me _For your information __Please answer _For your comments _Investigate & report Prep. reply for sig. _:rake approp. action _Signature C otmnen t s: 4-" PvC Ct icwc:) SumpP(-)" t UMP C L F_,k [C L E_A4 . cz.p fa A v,a 1-5 K- A.I I .......\ .....'toy. PkJrLOFV4 CO� ,TVktjk_ P&.N KA. TU E Q %Aj%-TVA E tD P, A 6.1 c. N rl<IPE I PUILA"t R p t r F_ 14 P 17 Fn R prq— C, VAL-W FE fsc:-,%< m AT Zo TV" STYLP lf� C-Pi-CA A gibl\ CP A Wt D 9%to ok 90 IA_ PLAQ -6 E-Cl ripip S. L CFAX N 0 1-`T LAY FORCE h^Athl OQ A. <_OQTiQQjK)C_ L rg&NOO T- U P WA F 0 R"t)r- TO T t A 5, C.LS 4 0 0 z 4 t_j 4" C..\ %,p i�.� �:r---._....�,. ..,...,._LTJ G..c:, �= `,.�_..__ 4 .�::�t f� P "'�+ ._- ( 1� �. ut-41T cOkj-rN%,%x''_l of 2 L Ak'-./AN v It" c 1,J C) A44 WAT V� cl 0 Fj) Flo. T PUMP, C_np_�_F V2 u IS,N GA IL- <Q 0 t Vk V, IJ TVA p tr-gkc�A PIPE: k Q Tl'th-T I C_+ R_ USF:. IJ -7 0 C y A, LF. f (D b 4 PuWrt. t rl L L SCALE APPROVED BY! DRAWN BY DATffJC3,�Cjjj I _`I � � i p c v 19 r r) A DRAWING NUMBER JUL 1 y 1974 I SPECIFICATIONS DEC. 15, 1972 �.► S, SLL, SH & SL SERIES PUMPS Duplex Submersible Sewage Pump System (Subject to Change Without Notice) Furnish a duplex heavy duty vubmerOblr non-clog sewage sys- tem as manufactured by ilydr-0-Matic Pump Co., to include submersible sewage pumps, electrical controls and accessories to ma completely automatic system. Iiydr-O-Matic Mggdel a r N,) •100 Each pump to have a capacity of a&IV e; PM at a total head of Z a feet. Motor io be .e PC ilnrsepower, _ t Phase, 60 cycle for operation at - %"%0 volts. MOTOR — Submersible motor to be constructed with open winding and to operate in clean dry dielectric oil for cooling winding and lubricating motor bearings. Motor shaft and housing to be sealed with two mechanical shaft seals with an oil chamber between seals Seals to have carbon ;end cer. amic neat faces. Integral motor and pump shaft to be of 303 Stainless steel supported by upper and lower ')all bearings. MATERIAL — Pump and motor housings to tie of high qual- ity cast iron Impeller to be of high grade bronze of the non• clog type suitable for handling sewage and drainage water. ASI fasteners to be of 188 stainless steel. SUMP LEVEL CONTROLS — Mcrc_rp tube switch level run- t�4'�' e�lJ 1G�•1 Q troll are used to control simplex and duplex units Control is MA1 catalog no. 3900, and is .supplied with 15 ft. of cable. Lunger av rablr lengths are mailable and should he specified "hen v F order Ing. CIS Q For simplex units, two controls are used for automatic opera- tion. These controls can tic set for any turn-on or turn-off level required, one control Is set at the turn-on level required and the other control is set at the turn-off level required (see Installatinn drawinasi. A third control can be used to operate n high level alarm if rcgnired For duplex systems, three level controls are used for auto- malle operation. Duplex systems are always supplied with an electric alternator. The lower control Is set at the turn-off level, the upper control Is set al the turn-on level required and the override control is set above the upper cwitr•od so that both pumpt; will come on If the level slaps above upper control This override control also provides safety: If one pump fails for any reason, the other pump will automatieally operate on the merride control until trouble is corrected. A fourth control can be used to operate a high level alarm if required. DUPLEX ELECTRICAL CONTROL PANEL — Control panel shall have a Ne+ma Ill weather-proof enclosure and shall be dead front with separate removable Inside panel In protect electrical equipment. A lock hasp shall be provided on out. side door A circuit breaker, and a magnetic cuntnetor with OAS`-'M µ- separate Nema rated 3-Ica overload protection, shall be pro. Sri U L BASIN — A (cast iron or steel) —` basin vided for each pump. An alternating relay shall be provided — `--- Inches I.D. by --7-t _ Inches deep shall be furn- to alternate pump on each successive cycleof operation. Ished. The basin shall have hub Inlets as spec fled. Basin to Contactors shall have auxiliary contacts to operate both pumps be at least 3 feel deeper than lowest Inlet on override cunditi ins. An interlock relay shall he provided to automatically reconnect the control clrcult to case of cir- cuit breaker trip on onp pump H-O-A switches and run BASIN COVER - A steel or cast Iron cover )•ith cast Iron lights shall be provided for each pump Terminal strip shall pump and inspection plates shall be supplier. The pump be provided to connect control cables, and auxiliary terminals plates shall include lifting eyes and turnbuckle cable assem- to connect remote alarms. All control panels Include a trah:;- bly to support pump nehen Installing_. former to reduce control voltage to 24 volts Flapsed time meters may be supplied If required. Panel without time meters Model No. PIPING — All piping shale be furnished and installed by contractor. Pumps to be connected to a single outlet and swing check valves are to be used in the discharge o•, ;,r OPTIONAL — Panel with time meters Model No, _ each pump. Check valves should be installed In horironli, HYDR-0-MATIC SUBMERSIBLE SEWAGE SUMP PUMPS 1 Typical Installation of S --- SH — SL -- SLL Series Duplex Submersible Sewage System With Mercury Level Controls :�«SNllrt •`_ •, . "'ALy b.ME 44liD[4p rRONTI r� ..MNI.rr•,N1• "L 111,0004L TIM[ `'� (p1rON41. 4uAM b1 Y(TERS - N4•(,,.-411f0 �� lax,SIDE VIFw � ,1:,�'. _. ��•ri•Im' O • (� -- _►—'max, CONTROL ++ '' %l,I,*" - MTO.NRKT - s�y3 'i •-� . iI r. CClN1Ral CORO! tI bAsly NA ° r 8" u n{Jr Aa c+cN N'ti erO Pl 1 �J'a AL1.11 0q, ', I -- LkvEL l_ .�.. ,I fln 14 EOvto SWING CHECK 1 I)" TOP VIEW VALVE,I EVFP y LLwEPRIDE :EVEL VEI SPP;T NG BOTH PUMPS ON OPFRAEO ONE PUMP 000 Nf� 1 May 28, 1974 City of Tigard P. 0. Box 23-7 Tigard, Oregon 97223 Attention: Mr. Nick Hiebert Gentlemen: RE: RANDALL CONSTRUCTION COMPANY - MINI WAREHOUSES S- W. BUR 111AM STREET The nbove-referenced project is designod to be served by side sewer construction in accordarv!e with unified Sewerage Agency's rules and regulations. The sewage collection systcm within the ;.tructure would normally be under the jurisdiction of the Stealth or Plumbing r':1)artm:mtPwhosi9 responsible for reviewing plans in this area; We (lid send the plans to the Washington County DepartnK+nt of Environmental Health and Sanitation and they have made several cvrmnents concerning the construction of the prensure line and prmrp station. We are enclouing a copy of a memo from' the Department of Environmental llenith and Sanitation dated May 23, 1974, outlining various requirements that should be met under the Oregon State Pl.urril,ing Code. If you have any additional questions concerning this project, please contact the Agency. Very truly yours, Stuart L. Cato, P. E. Staff Sanitary Emainear S LC:yr Enc. � ori r WASh , NGTON COUI -J . Inter—Department Corresponden,:e Date May 23, 1974 t" Stu Cato, Unified Sewerage Agency From Michael F. Sandberg, R.S. , Superviso Environmental Health and Sanitation Suhject Pump Station - City of Tigard The Washington County Plumbing Section has reviewed the attached plans. The following requirements should be met. I . Thorn are no spec,ificat'ons for the sewerage receiving tank. 2. Section 21-212 (6) of the Oregon State Plumbing Code require sewers under pressure to be of cast iron water main or extra heavy cast iron drainage pipe or other pressure rated pipe meeting standards. 3. P•jmp basin should be equipped with a high level alarm system. 4. .;action 21-178 (b) requires the pump to be capable of passing a 3" solid sphere from intake to outlet through the pump assembly. 5. Section 2 -184 (4) (5) requires every sewerage receiving tank be separately vented. The size is according to pump rapacity. 6. Section 21-178 (7) requires a gate valve be installed on discharge side of all check valves. The system should be inspected by a Journeyman plumber prior to covering. Plans should be regjlred for the receiving tank. MFS:fek Series "SLL" - Series j„ "SH" - ;Series "SL" - Series 0 w ?d y a. COMPLETELY FIELD Motels Hospitals SERVICEABLE Churches - Schools Apartments 16 MODELS 1/'2 through 6 H.P. al CAPACITIES TO 600 GPM r HEADS TO 60 FEET PASSING SOLIDS TO 3" IDEAL FOR UNDERGROUND IN. STALLATION. NO PUMP HOUSE REQUIRED — CAN'T BE DAM- AGED BY FLOODING. HIGHWAY UNDERPASSES AND SEWAGE 3" OR 4" DISCHARGE TREATMENT PLANTS, FURNISHED FOR MANUAL OR AUTO. MATIC OPERATION INCLUDING SUMP BASIN, COVERS AND ELECTRICAL CONTROLS. l6' • EFFICIENT NON CLOG IMPELLER �:'� DESIGN . . . 1 1 1 / 1 1` COIN Trp$TA"w�NaNC lAvr DUTY bsll I(AMINGS OMMtn ca.nt.n. SIAM( p LIMN OR SIMM111010 IN allKT"K a1 Lµ[0 top LiH TMYER -Nn 0" I.t Lu""T�W Claw r r �' :w,Nrsrcr l�.s n! sra"llss I IONILLu a „n, MOTOR STATOR — Open stator construction uo"nc n'M^',l" with standard modern wire and slot insulation. PUMP IMPELLER — Two vane non-clog im- Permits easy removal when necessary and can peller of the enclosed type with impelling be rewn:nd in the field the same at any Stan• vanes on both tipper and lower shrouds, ii, vie dard motor. Available in all voltages, 1 or 3 of high grade bronze. "S"& "SLL"Series pass phase. Winding is completely sealed against. solids tip to 21s". "SH" & "SL" Series pass moisture and operates in clean high dielectric solids up to 3". oil that removes heat and lubricates motor bearings. Motor is lubricated for life - no per- iodic greasing operations required. Fifteen ft. SHAFT AND BEARINGS — Shaft is of 4 wire No. 10 power cable Ls supplied with extra large to handle vibrating forces motor. Heat sensors available for motor at that occur when Impeller passes solids. extra cost. Type 303 stainless steel is used for shaft giving best protection against corrosion and fatigue. Large upper and lower ball bearings rigidly support shaft and motor rotor acid operate In bath of clean oil. 'sY I CONNECTION HOUSING — Motor stator c mnectlons are available in sealed housing. MATERIALS — Motor housing Three phase motors are dual and DOUBLE TANUEM SEAL unitage 208-220440 and eon- pump castings are high — Motor Is nections can be made in the grade cast iron. Impeller is protected from water by double seal field for voltage required bronze. All fasteners are 18-8 construction with oil chamber between stainless steel. Bronze wear seals• Oil chamber provides lubrication ring on suction inlet. for seats and acts as catch chamber for any water that may leak through lower - --- - - --- - - seal. Upper seal operates entirely in oil. This unique ^� construction eliminates all pressure balancing de- vicsMODELS AVAILABLE failcireasensor avaeilab lxceet at extral cost seal life. Seal yS" SERIES 1750 RPM MOTOR (Curve No. 459A - Page 41 3., 1, lth, 2 and 3 Horsepower sizes - handles 211" solids. Ca par. ities to 375 GPM. Heads to 45 feet "SLL" SERIES - 1150 RPM MOTOR (Carve No. 1778 - Pape 4) and 1 Horscpmvt'r razes - handles 2112" solids. Cnpacitles to 280 GPM Heads to 22 fee! "SH" SERIES - 1750 RPM MOTOR (Curve No. S146 - Pape 4) 2, 3. 5 and 8 Horsepower sizes - handles 3- solids. l'apacities to 000 GPM. Heads to 80 feet. Specializing in Sewage Handling Pumps "$L" SERIES - 1150 RPM MOTOR (Curve No. 1095A - Page 4) for Pollution Control Systems /4, 1. 11.5 and 2 Horsepower sizes - lfandles 3" solids Caparitles to 450 GPM. Heads to 30 feet. J ' Completely field Serviceable tflit Purnp and motor can bu dismantled and repaired In 7 T7 PMI t the field by any competent mechanic. 1 • / Operation 1Single1Duplex Panel shown with pro- A separate protection I lection plate removed. plate is provided In- All wiring Is color Cod• l side the dead front ed. Complete wiring cover. d1agrams are glued to inside of front cover. t NEMA 3 weather. bill proof dead front y •L control panel with L. stand for mounting on sump cover or near the sump. A flashing alarm light Is shown __— mounted on the stand. Stand avail- SINGLE AND MULTIPLE PUMP CONTPOL 13OX. able at extra cost. Controls are furnished in Nema III en- relay alternating circuit Is not used when closure. Control box includes dead front the mechanical float alternator is sup- panel, circuit breakers for each pump plied. Controls are made fo, single and for quick trip under abnormal loads, mag- three phase and 220, 480 or 550 volts. netic starters with ambient compensated Controls are generally for one or taro -- _--I overloal heaters for each pump, run pump operation but special units can be lights and handoff-auto swItch,, for each supplied to control 3 or more pumps, pump and a relay alternating circuit. The SPCCIAI. NOTICE In some special installations liydr-O-Matic caused by improper control equipment. ,rfs pumps can be installed with customer's For beat operating results all electrical electrical control equipment, however, controls should be purchased with pumps. guarantee on pump is void If damage Is NEMA 4 junction box shown Is used when panel Is mounted remote from sump. Terminal strips are pro- vided to make all connections. A bracket Is provided to support level controls. st3900 control for level control. _— A mercury tube switch Is sealed In a waterproof and shockproof polyurethane float. Cord weight Top view of box holds control at required level In shows holes for In- sump. Controls are supplied wlth dividually sealing 15 feet of cord. Longer lengths t each wire from f are available If required. control panel. No sealing compounds All alarms are supplied with 3900 are requ)red and ylC • level control. boy.. is completely p= waterproof even If J submerged. Weatherproof term ball • — with automatic reset bell I A float operated mechonl- silencer switch and signal cal alternator switch and 11 11C stand , in be furnlshed for Compression Alarm con- sump level control. This e a� trots and Battery alarm switch alternates as pumps on each cycle and starts controls can also be fur- nlshed. both pumps 1f one pump can not handle the flow. -- Switch enclosure can be t---------- ---- —. supplied In Wema I or Noma IV. STEEL OR CAST IRON SUMP BASINS _ Steel and Float rod Is stainless steel cast Iron sump basins can be supplied in any diameter up to 72 Inches and any depth up to 144 inches. A float switch and stand can be sup- SUMP COVERS_- Steel sump covers can be furnished plied for single to fit any round, square or rectangular sump up to r pump level control. 84" diameter, Covers have an Inspection manhole and Switch enclosure suction pipe support flanges that seals the pipe gas can be supplied In tight. Openings and coverq are furnished for level Nema I or Nema IV. controls or float controls. Curb rings can be supplied Float rod Is stain- for mounting to concrete sumps. less steel r SES T PSI E I :•::::::R::: R:::::.•s:: =moons No MENEM ism R so V1 a r. ■:■cn.■� ■ii■i�ri■X�'14I0:�:'::�■!��■■:�i■`■��=■:=: w�■c■�.■..■.■.■■■■�.■■■.■■�■!■!09 ■■■■■ ■■■ ■:�■1 I■■■�■■:■�■i■s■:.=•':'Wi :►f!aAr�=■i�'•��5i•�■=11=��'l�" Kis� ■w�.■■■■■■■■■■■■■:■i 4iri11, as an sED4R=: Z:�ii ■ � O COU■own■■■ F4i �ii� �iiii.� ii ► �:: UISO: IiH ■■■■■■ ■■ ■■ :LP11 ■R■■■■�� 1 l '1 likes ■:: ::::muse:■■ 4 ■■ 110 V, .l'iN :�1 •�► ■7�N■■■■■ � �1:■■:■■L:a::a■■i...•■� " ■`YIaR■:■■■�■ =r.=�■R::■■■iia=l�:sr-�iS�w�Fi�li��■■■ere■■■ • :•:=•aR:R::a:fir=�=�Ic■�3:■••i:::: Mason will a =R.ar�_ _.i::�RRRL,■:1L■■ anal :l:aa::::■:aaaaa�;: iQmoo IRl: :•:a :::;:nno:::::s::j:D]�■::�::::: SLR::::::::ss: u . u a7a�■■urr aa:::a:ausi as:Li:'1a:mo: R::11:rrnEEC• i7ST.FJL1 i::��:N�::%[�J :: ■■N� �' �111=1I :=u0:poll LL3RRjullu::::unsu:::::: _lum:-•0,001 :s..'. 1 .►,,.3i. r...R�:R:Rif..s.R3R:....:.:::: a::" :� a�i:i= a�::e. ::"s:Oii: �l� �i: iiVol s --6111 :�:::=ii�i� ■■■■■■■■■ L: :h ! CR.......■■ : .: :I�Iii:_:iia:i :���► ■ i� . • 1 -•■ ■ �r �■■■ ■ MMEP :au�ii� is=j=i i:::Mimi as::a: i:a:=:Ri�il■c��=�:iii�'ii�'i:�:iii:=:� �i�i::: ..o to:a::=:.r:�a:a��.. ..a�. ::aaaaL. �,.■ mumu::: ala:s:�:sari::.i:�:�::`a• :L■: i:=sL:aa::u�a�:::��.:i. :a:R:: R::::::L•::R:::::IC=3�:��:�i !:i:r3:I{�!R ...:�a:a:a:a:::R::a:1L�=l.�ea: :.:::. OL■...■.=:R.■■■..:. ■=i ORS%due.11!sr■:s ss::::La:a:::s=�:::•sms:� :::::iii::iiia::i�e•�n Ma■■moi::�i�:: i�:"none iil9i=L=Lii���� t r , r • • !1 I ,Ay i1974 00_ CITY OF TIGARD ! ti�a 7 f J r i . G E • ✓��,r.� G E F..,E Fi � �i;� ��•. "f'a1�pE idn'e'le r3lfvR4 1S0 rf"I I pEili��E�Er Fc>�z irLr�ALAr'tC>ti: - 77 40 A --w AT•IV_ I,EZJI�E a '--i� `'' _ ._-._. �' ~��,_'' C� S -� �•_ tA!Artsi'L ��P,i1. , ,� IC E/SEt�fE. �•ry Prue �(/ i + �y1 - --0-- r�ip i , N r f r�lErE2 -;-- (�At•e� C3k4iE•. • l � I I I ' � 1 P � I � , ----•Q GLa51 � D irk � u ac T W W 14. / I < 4 DEVSELOPERS WHY ALL SPA,,_S t,' UST ^F_ ENDORSED ( G g�v r C 1 SI E VJ E If PRIOR i'0 A' '.-�RrJv'Ai. C);' -i fi:�.`.'�+:. PLANS d 1 2 Sr PUnLIC VVOo-e tAfE i ► t93! L1TEZAA..-1z / 1, r q ' ,T I! I_ Ew'1:2 jv C0.. r'•Y Fi (_T!^i DF-"r, �j C)TY ADi47N;STFRt TO!'� TI ,! , .,. C,,.,� W.1TCi� �,,.5•, t.Y Dl.i'E DAT,: _z U S A E3Y SATE— 1 - - �\ (,�,� 2F^Y (Z�� Ar �' Eh a1VIT % loo �� r~Lr�r N. W. NATURAL GAS DATE ?L ! 4r ..0 r-r, - iti P. G. E. BY DATE _ _ w— — _ .-- — �f ——' ..•�_. __ --/— ',' ! �' 3G r,i Y'.. T. R. F. D. BY—_ — DATT___ I4- I�7 - -- --- _ -- - - --- - -- i r7 — — — 444 TF Ol r -- _ L i2j -- -_ -- --' - - -' - - - --- - — - -- i A c -- — - r Ed F==F] 4 a�• PLATE 1, PLAN-PROFILE ab KfluFF6L d ESSER CO. =kiuiwmYi�wspi4M '��. vl` , « 1 t tl'� #i Iitllll it tIt ri �_ Irli 1111To III �� klei � � i � � t iii ill 11 1I1 f 2 3 4 5 8 7 8 9 10 11 12 1 NOTE: IF THIS MICROFILMED - -• ' DRAWING IS LESS CLEAR THAN THIS NOTICW-IT IS DILE TO QUALITY OF THE ORIGINAL a OE 62 92 L2 92 s2 i►2 E2 Z2 12 02 61 91 L I 91 1 UI E I 21 11 01 _6 O L 9 s 1r E 2 I i �, I I �« unl i111tttt� ��lt�r<lulnu�uulun uuhm ,iuliu 1n41u�1n�lnu nu6f►i iiNiii� uh„11IHnl+t►111tI11�11r1l1+nIn�111u1l11t1�i tminnhndtntlltultt�I�tlYM�11t+�uulunl1n111m nul�.w�Nl�iu�uuluu�lu�luu�ltultul�l�ulurr -JULY 6 1992 �, .+�yr,we "MAMNM