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I . . . . . , . . . . . • , . . . . . . . . . • . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . ♦ . . _ . . . . . . . . . I . . . . : : : . : I , . . . . . . . . . . . . . . . { . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . »...»... ...-.-'.«..«.......:-I.....................-.___.».I.........»«�«....«...«...... «««.«..««........««........»:...........................»._.....�...................«... .. � . . . . � . . . . . . . . . . . . . . . . . . i . . . , . . . . . � . . . . . . . . . « .•»....:.........»......»«.....«.........».....»............ ........«........I..........-...........................1.....-................-.......»...............«..........«.........•«... ................................«..A-1-..«........«.«„......1.... ......................... ...I.«. . .... ... ... .. i ».. .... .. ... .. »........ ......•..........-...........-.....L..•...♦.......•.......•...•...•....... .««.....«.....««..«......« . ........................«............1.................. . ... ..... .. .............................. .. I I __. DESIGN: B D - - - DRAWN: C „ Comp M I N O P I_ A ti 1? r�A / T T 10� J I ,� TPE E T AA10 SAW T A e y 5 F �.Tle __. ER � ASSOCIATES, INC. Fo F- _ t CHECKED: /= c c IMP���V�J�'Ir.NT� �- ENVIRONMENTAL ENGINEERING SERVICES i -•-- APPROVED: FQRTLAND, OREGQN � I � � U � � �� - --- SCALE: ",/0TArC, 9370 w r.a� �,a �uic4 roc),; I_. � � � IVn�' TN DAk �� TA AUIEJ'�Jll _ _ FILE NO. REVISION BY DATE �t0. REVISION BY DSI c DATE: DiC:. 7� TIC, ARD / :,P_E (: ON T 0-1 � AKV , L��'=L C 0Ai of•cam. .�. '. �- - - �r M` ► A" w v . .ep. t.. .a-a y. a �.. "_ ,- , .w. ,11 w i.'�. -. a «. "t.""ili _ �.- -s.�.. ItIF ` I r.,,.l_' Imo` i-.. '..". . . 1 - I ' ♦ ...wN r a I' i111I 1' Iliitllil � `ti� I �iilll _. _._ f ( I I I I I I I I 1 111 f � I' I IIf 1 1• I I I l i l l i l r l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 111 i l l i t l 1 1 1 1 I I I(1 I I tIl .w�i- _ _ _. a ' t 1 ` I I ' i I � l � I 1111' r III II IIIi� Ililll Illillllillllll � llllllllll IIIIIIIIIIIIIIII SII / � � � i . NOTE: IF THIS MICROFILMED I - 2 -- - 3 4 - 5 �L 6 7 8 9 10 i 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THF QUALITY OF THE ORIGINAL --- -_ ------- _--_ - _-_ __. .______--_- -....-_--------- ----- --- DRAWING. AE 6Z dZ LZ 9Z SZ tiZ EZ ZZ IZ OZ !;i 91 L I 91 51 b l E I Z I I I 01 6I.'.-,-• O L 9 S������pp b E Z I DH1►'" ttlllllllltlulillllnnlniilnl,Illllllii4111111111111I1111111u11intilulilitiilutlllllllllllllllllliiilliiiliiiiliiiilllllilllllll:Illllll111111liiliiIIIIIIiiiiilii111iiiiilliiiliiILlliilliilll1rI1lioidiui"iilIIIIII111IIIIIIIIIiliiiiIIWWWtiullllllilillllllilllllllllllllll1WI1111 - r . • JANE 3 19 9 2 1 -� _ i i �► 91m !f ® / 11130 SW 93RD AVENUE a ci v N v� .3 cn CD '-1 r-1 � \;°'s'^ �+i,��'" '���.,{'�-.;�5' z�y...spy.,,sa. �c�k,," u � �ap►� ' .� Ms. ��"`y�..'�,�r!�"^"``. '4NX�tiS.�".'• ``���,���ss+��.��'l .tlr d:•�4' dNt ,�, �,�p{�M. l{�� t �y ,y� j�S y(, y4�' "��S�fi � i ��•F '� C' 'M. ��l }'��rf}��'y��� �e"��': p��.�,�y,Y'FLL' 'S'^ >�4� �f UILM Mir r III ! �r< SIN hVrr �e �IIMAP+.... eA11P1{!d`r"bIA�wll� k ,, � , '"be` m4�%rY1Y Yt�" IiiF ;r'r :III'S'� , 10 .� s�� � r /� "•�f��a, � c c mif� y ♦7 .�/l A �Y ,n .��°Hl.U � -1V1 �.� '�" 1�"-+�� 111R/E4 \{{ [ ` �' 1' t'Nlu� hnJ.11 t �f��;��.� r fel r •^�' � J'a�{{.y{'fl+/ c V ' bc cc f' 11 lb Ij. r � F"� Qa D 3 w cl b0 rC..� ) rq be 3s n to o o A sa i In .-1 cr t , r rncn bjD r. / Y cz dl rb � SY: � '�r� k al y' `U Il *n w h� �- s�t��h. i/y k�7o 4-P rel „. �,1,, ,., �iNM -r+d�l� �+u' ! ,'R �M • !' 1/ �y��C(!' !, '68L' � +�\ �'1q”�.�� ��„� •P��rtc �' tr' .e_ ���Tj..-��7�.� •�'�'.11f k►�.�,+�,.-`"�. , •�, INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard, Oregon 97223 Phone 639.4171 Address �.�..� r ✓ Permit # __ Type of Inspection The following Building Code deficiencies are required to be corrected: ,-- „3 i Presented to__ Inspector - - Date -- CALL FOR REWSPECTION (] YES 0 NO CITY OF TIGARD BLDG. DEPT. 12420 S.W. MAIN STREET TIGARD, OREGON 97223 PHONE 639.4171 CONTRACTOR: Pursuant to Section(s) of the Uniform Building Code, the following item(s) require correcting: /\4149 c,� eo-rZ "-A= .2304— i Date:_ S Permit No. — Inspector' CALL FOR REINSPECTION w w w BUILDING PERMIT APPLICATION TIGARD DATE- is 3096 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE OP AS SHOWN AND APPROVED IN THEW COMPAii Yom:Pjfr D SPJQFICATIONS. OW No PHONE ls* .jLOT OWNER . j JOB ADDRESS ARCHITEC'i ENGINEER BUILDER Tsamrd ADDRESS 9370 iW Graeriburg 1�0- DESIGNER STRUCTURE ❑ANEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL— ❑ FIRE DAMAGE ❑ DEMOLITION 1-1 RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT 1 GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE R` BLDG.TYPE _ —� FIRE ZONE----2-PLAN CHECK BY QUI I� HEAT Construct Bingle family dwelling W/attachad garage. :x LiracJrur�I��: -- i:oath- SEE CORRECTION SHEET ATTACHED?. — SEWER PERMITMLl�►"�Q .. 1,705.00 OCC.LOAD FLOOR LOAD 411 HEIGHT _ 1.2 NO.STORIES 1 AREA i37 NO.BEDROOMS VALUE _BUILDING DEPARTMENT _ SETBACKS FRONT 2i ALAR LEFT SIDE RIGHT SIDE Permit— THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 97.50 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IA ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE x,92.5Q WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax a'• 7.00 LICENSE.SEPARATE PERMITS REQUIRED FO 9 SEWER,PLUMBING AND HEATING. Total _- w 500.50 soc— By P 1 PDCN ' 9r 100.C!. PPLTj�—ICANT OR AGENT --- -- - Receipt No. ^� 1 is _ >. r.�•`v' ,) �'/�.✓ �' Approved - FI i DATE INSP. TYPE: INSPECTION REMARKS PLUMBING DATE J- Ta Contractor Permit No. !3c F du%.p/»�a� Rough-in -ec-xte,.-- Fixture --- s':at;-� r gKsA+s Ot Final HEATING Contractor Permit No. 3 �� Gas or Oil ---- - — -- Roughin — - _ Final - _- - — SEWER �- /�� Final DRIVEWAY Final Storm Drainagr (Ruin Drain(Final S,dev,alk Cu•b&Street Final Approach BLDG.L PE T FINAL TEMPORARYERTIMCATE OCCUP CY CERTIFICATE OCCUPANCY �- — Final Lan,hcaping 7oninq Final -J / 1 A 19> BUILDING PLRMIT APPLICATION �a CITY D _ THE UNDERSIGNED HEREBY APPLIES FOR APLR`.11T FOR THE WORK HEREIN INDICATED 13UILDE:RPHONE �s.4I+W, OR AS SHCAND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNLRPHONE�_�.Q._�..- 1 _II LOT NO r:114i�� JOB ADURE5S�33y -bn.:D 4-u— gT HI T ECT 'RULTURE NEW DRE MODEL 0ADpITION 11 E PAIRV NAL ❑FIRE DAMAGE r� ❑DEM�-01LI' ', N ; S!(7:NCE ��CJ+'MYueDUC: ! I 1-11,0\11 r-IIFII�;10uSj-PATIO nCARPUHT CJ E OSI.FAGFOSLAB CUPA_N( R"� ,ND U'c ,:.., R-7 BLLG T S N .FIRE LONE PLAN CHECK BY ���� g�►►��qq f e. ��`�1. �C Lna7 lE..r,• �'. •i "EIGHT /.Z NO StOg1ES 1237 Z REAR Z ( LEI -z �7CKS F�+,:'Jt I SiCE / BIGHT SIC7t F' rmlt �I �93-- �b I S PENMIT IS ISSUFO gUIUECT TO THE REGULATIONS LONTAiNED IN THE BLIUDINU CUDE l'+•oINC F'I,n "h.•ck j �� �`L! i GkILAIIONS AND ALL APPLICABLE CODES AND ORDINANCES AND IT IS HEREBY AGWFED 1HAT HE �----r— ',',HM. WILL B1i DUNE IN ACLOPDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH `wh 'otdl 2—pZ 7D 1' 1 APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF T41S PERMIT DOES NOT WAIvI 7 ! SINICTIVE COVENANTS CO-VIRACTOR AND SUB CONTRACTORS tO HAVE CURRENT CITY PL'SINE`..;, t.- Tnv ( 7• fp C) ! 'E'.1E SEPARATE PE HMI TS ILEOUIREO FOR 5FWER, PIE0!El'vG AN'D HEATING{. --- 0 l., r g, LA aVo�,LNt UW nuE� App'avt(1 .l APEeIpt No SDC PDC SFlf- A CO.NNI CTION__1 &80 SlWER II:SPE LTION S z� SCWLR SURCHARGE 5 Comments: _{ l ( � ! JP,�"Rr g ��M �i�y 1usc^ '�3 '7,9 t =f 71 Aimm ,24 x 44- 105'4 /8r X7,7 /$o #-" �`►/w //-V, 3 � r lye, Ota C SERIES 404 SUGGESTED SPECIFICA.1'I014S FOR THE PRE-FABRICATED, qO q 8k EJECTOR i INTRODUCTION The contractor shall furnish and install one factory-built S 6 F ejector with all. necessary parts and equipment as described in the following specifications. OPERATING CONDITIONS : The pump shall be capable of delivering _ _GPM of (C�i9TLci� against a total dynamic head of L201 feet. The pumps rated horse- power shall be P6 All openings and passages shall be large e- nough to permit the pessage of a 2. —inch diameter solid. PUMPS : ' The pump shall be of the sealed submersible type, and shall be capable of handling solids with cast iron , non-clog type impellers . The pump case shall be cast iron and fitted with a mechanical seal . The rotating seal faces to be carbon and the stationary faces to be ceramic. All metal parts of the seal including the spring shall lie stainless steel. All pump fasteners to be stainless steel also. The motor housing shall he of one piece cast iron construction. It shall be filled with high dielectric oil to give better heat dissi- pation and longer bearing life. A ball type thrust bearing and corro- sion resistant or stainless steel shaft shall be used. The pump shall be a standard production model. The pump shall be set up for automatic operation. A �i•-�✓'y�' '� type level switch shall. be provided. It shall operate on //.$�" volts, / phase, 60 hertz electric power. HAS?N: The pump shall be installed in a ,24/ diameter by �C high, polyester fiberglass basin. A 4" caulking hub shall be .Located in the s;d of the basin, 12 inches dow:) from the top. A gas-tight cover- plate shall be bolted to the top of the basin. A •two-inch vent con- nection shall be located in the coverplate. , OPTION: An anti-floatation foot shall be provided. The foot shall have sufficient area to offset the buoyant force developed by the basin . ,ti #lF I S I 1 1 1 1 I PIPING: , The discharge piping shall be inch galvanized steel pipe ex- tending approximately 4" through the side of the basin. The pipe end s)-jall be threaded to connect with the contra et.or-turn ished ex- ternal piping. A check valve and a union shall be installed inside . The discharge pipe , extending thru the tank , ending with a screwed gate valve outside . EQUIPRENT MANUFACTURE: In order to establish a standard of quality, and to insure a uni- form basis of bid, the manufacturer of the ejector package shall have at least five years experience. The pump station shall be equal to the factory fabricated plant manufactured ',y HYDRONIY., INC . , Portland, Oregon or be approved as equal . To be considered an approved equal, complete details , shop drawings , pump curves , wiring diagrams and a list of prior installations must be submitted to the engineer no later than seven days prior to the bid date. Sufficient data must be submitted so the engineer can det- ermine if the alternate pump station meets the required specifications . The contractor shall, at his own expense, make any changes in struc- tures , building , or piping necessary to accommodate substitute equip- ment. WARRANTY : The manufacturer of the ejector package shall warrant for one -year from date of shipment that the pumping station and all related equip- ment will be free from defects in material and factory workmanship. Warranties and guarantees by the suppliers of various components of the pumping station in lieu of a single source responsibility by the pumping station manufacturer will not be accepted. The pumping station manufacturer shall be solely responsible for the warranty of the ejector package and all related components. In the event a component fails to perform as specified, or is proven defective in service during the warranty period, excluding items of supply normally expended during operation , the manufacturer shall provide a replacement part without cost to the owner. This warranty shall be valid only if the product is properly ser- viced and operated under normal conditions and in accordance with the manufacturer' s instructions. r l i .t�� �r.' •�lil � � f �� � q *saris iWVO INCH SEWAGE HANDLING DUNG PUMPS i 1-.2 PLJVvi : lrF lw r1w < 404 . 3 Inc. SERIES 4Q4 DATA �•�^ W. )1925 if ocnuco It 11/15/78 ----- r 'r i rT,l _ PACKAGE EJECTOR, FIBERGLASS BASI14 SP, SF: SERIES PUMPS , BELOW-SURFACE DISCHARGE 2" El 3 : e 1 II � The��Series of Submersible pumps have a 2 inch solid handling capability and are designed for sewage, waste Gand effluent services. S ' L]Series Pumps Feature C . filled motor provides superior cooling and bearing lubrica- V 2 tion.Thermal overload,protection built into the motor winding. f \ One piece cast iron motor housing. y 1 Cast iron pump case. t Discharge Size 2 inch flanged NPT(3 inch available) T1 Heavy-duty stainless steel shaft. 4 Precision mechanical seal, super lapped for long leakproof life, Spring loaded seal has carbon rotating and ceramic stationary faces. Corrosion resistant stainless steel fasteners to facilitate ease of — -- field repair. Heavy-duty ball type thrust bearing. Oil lubricated. Babitted sleeve type radial bearing Oil lubricated. ° All bronze construction available. Materials include: bronze motor housing,pump volute and impeller. stainless steel shaft. stainless steel fasteners. Controls SK Series pumps fee- ----- "Diaphragm --pressure sensi- _ ture a non-clog, cast tive switch sealed in watertight iron, two vane, semi- housing attached to the pump. open impeller with pump out Double diaphragm construc- �- — — vane on rear shroud to pre- tion gives added protection pre- vent stringy material and venting liquid or foreign mat- grit from building up in seal ter from entering switch. area. Seal life is extended Normal switch setting is 9°1e thereby reducing field main- -- inches. Measured from bottom tenance problems. _ ++ of the pump, switch settings up to 40 inches available. 't only nn SK60A single rhate unirn SK Series pumps have the 3900 Level Control—most re- 1 3xclusive quick change liable on the market. Mercury switch control cord permit- tube switch is sealed in a water- JI ting cord to be removed and re- proof and shockproof polyure- Il placnd without disassembling the thane float. mous. Power cord with PVC jacket is three conductor single phase and four conductor cable in three I. , phase. Standard cord length is 10 � feet. Other lengths available at ad- _ -,r ditional cost. Cord plug standard on SK60A single phase only. All other pumps provided with power cords for direct connection into ON POSITION unction box or control panel. I I 1 I 11 1 Built in centrifugal starting switch on all single phase units. Starter built Into the control parcel OFF POSITION on all three phase units. CAPACITY IN US GALS TOTAL HEAD PER MINUTE IN FT. MODELS SK-60 SK-75 SK-100 I — -- SUBMERSIBLE SEWAGE PUMPS TOTAL HEAD IN FEET SK60 SK75 SK100 1750 RPM 8 - — -- — - -- — - 12 40 16 36 20 32 24 28 4' A — 24 — 28 20 - - SA, 32 16 — -- /012 — 36 f; 8 -- 4 20 40 80 80 100 120 140 160 US GALLONS PER MINUTE Capacities To 150 GPM (lends To 38 feet Mme, Liquids Handled Fresh, waste, effluent, or sewage water with PH ranging from 6-9, Specific Gravities from 0.9 to 1.1,Viscosity range of 28 to 35 S S U. Duty Cycle Continuous,submerged. Liquid To 140°F (Special Units available for tempers- TemperaUire tures up to 210°F, consult factory). Sohil Handling __�-- - ---.._----------- -- Capabl0ty 2 Inches spherical solids. — Motoi HP .8, .75 and 1 HP. Electrical SK60 �I Characteristics 60 hertz, 1 phase, 115, 200, 230 volts. 60 hertz, 3 phase, 200, 230, 460 or 575 vults. SK75 and SK100 Field Servir,eability 60 hertz, 1 phase, 200, 230 volts. 60 hertz, 3 phase, 200, 230, 460 or 575 volts. 50 hertz available on all sizes. Like all Hydr-O-Matic uumps the — SK Series is built t) be com- ote --Consult Hydr-O-Matic for applications and pricing where condl- pletely field serviceahle No one ..ons of service vary from the above. likes problems but t hould they occur isn't it a comfort to know that It won't result in costly e- pairs or downtime. 10 Ailing sit ability and serviceabilov into products is a way of Ili. at Hydr 0 Matic. I � l Complete packaged system in- cluding basin (fiber-glass, steel or cast iron) cover con- trol system, and piping. � Complete packaged system in- �J chiding two Dumps, basin and cover, control system and pip- J.-, ing. 3900 level controls are standard. Control Panel in NEMA 3 enclosure includes transformer for 24 volt con- 1 trol circuit and alternate to auto- J rnatically change the lead pump on each start. w f _ / I ] L1Exclusive guide system to allow the removal and replacement of pumps in the wet well without unbolting pumps or disconnecting piping Simplifies installation where piping must be below the F frost line t xclusive Guide System allows lowering the pump into position without entering the wet well. System Is available for wet wells (steal or concrete) for depths to 8 feet. FxCluaiVa Sealing Flange eliminates nend for bolting pump or piping in the wet wells and allows easy removal and replacement Buna N Rubber die- * phragm forms an effective seal between discharge flanges no metal to I metal contact. 2"Ball check valve to eliminate back flow when pump not in operation. Built in Gnte valve in discharge piping to allow closing of discharge line 1 when removing pump from the system. r I Control for complete automatic opera ion 3900 controls with 24 volt circuit c 9ndard on all duplex systems. Mercury hall, 3900 avallr ble an simplex system. Dinphragm on SK60A 1 phase only for simplex systems. Control Panels Included. Factory built systems simplify Installation, reduce engineering and drafting time,reduces installation time and cost. I � Control panel constructed At Hydr-0-Matic innovation and craftsmanship are still ej of NEMA Enclosed apart of everything we do. We manufacture pumps Rut dead front i -)ver. HOA more than that, we manufacture cornplete, reliable and arY switch, circu t breakers, economic sewage systems. _2 magnetic starter, ambient With a nationwide network of distributors and service compensated overload stations, we're prepared to meet your needs. heaters, run lights and 24 vols controls for each pump. HPDR-0-i'Y RTIC PUMPS A Division of Wylain, Inc. V �` Post Olhce Box 321, 419(289 30 Claremont d Bsney Roads, Ashlent, Ohio/4805 BULLETIN 210.0 la cess/s Wrhra[sash W.III Esrt Drive,Irssra/es,Daterrs