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8300 SW HUNZIKER ROAD-4 V r �` , tri' RtADIUb 1/41 RADIU6 �.� 3 �' _1/2' 0 fo'-b- 37L. PIPE JO FILLED W/ GONG. JOINT �••M may' in PAINT P. ( 4416M � �4 1$� •. + 'ff'I.� \ i r• I I •`' � -�-'�i� Q� /�� WALK A'''/ky I ���y��� /�1 MAN w •�l ,Ir , 1c:!1�!. r : :j :I]'' , 6„' i�7;.�' i'�:fl"ee ) 1 t'' M1 I 'n.,IMI t.!l1.1'x� aM• rl \ I NOTE" I E" 04�O L- WALK /•AMM 1 O1'IVW� ,/fes )-"L� Irw •1 N ,/ t ..._ I I I t r :' ■ �`r , ! .I ��I I'r kik},r��I'M i y1, TTT .` +Y �! ..i� 9t'� a'�..•,xll. , . II�'I- ' i --- M11110 1 1L1� 1/4'�, i��LE" / ,�I I✓Fw"11.•► ���, l �1V' �. �r� 1.1 ' '�'1 I, ,141,v1n __ _._ K,M ON nn , .W • ' , ' 'w , I•' NOTED GJJ Vf`I 1�IM`K�. C-CNC -TE 7iGi- i�F y \til• 1 I I"� I I 9n I /'f ' 1 r Mn MI'n.l,a !sIDEl11.4LK. 3L�+E3 1 Y 1'13 - w l w ,r,^� ' t - — W, U �9 AGP14ALT CC7NC1lETE _ t• c -pl,� n I,11!: I ,I w 4 ,: \, _i 1 , ► I __ }m/�,1�1P a ON �. 1+W ITn.r✓ _ I I -1 t t I I- -III / % Das - J _ r!' I,II- ,� ►' s p, , l li I I I I — 8 GRAvLL BASE 11 I 1• / M \"TOOLED EDGE .� .t.. C' o ;n W I 1 •.. I"• J 'WITTY I I n • . ( ✓' ( I I - r i�/V 17�VIVf• �.[_y (],, 17. \ z JJI TN li4R.hD 1118 � 12'0 CONN. r-ILLED _ JOINT Ft AND F— a1 ,fh �.�. • I'\� , q' Fpi l I ' !a ,+0�"* 1l,;� f l:�p a " %" ?. I HOLES — 1 `� _/'FIN13H Cs ADE 1-44X2'-D' REBAR r1 I �• _ _ ,(y[ i •,, �t .y, ••� ,.`` - ! I •-'1 •'•r. !� co ny, _�• -_ L J - _ T WI �'�-+�4LF OF T ` „ "lr�'F� ., W «ff'• ) , .w.AA Your 1lre lAf-Kf�(�q�//t t J 0 C*PEAGED1 7 �• � ( � ` � n�l.,YV.1y .1�t!.• "' 'Tye•' I i I .t� ��+ .r.•r � r '• \•••'�'I'!` � � O V� \, ��\ I A ., h`� �C` r uo„. I { I "'i1 {-`'' Y; 1(� �• [)A` un'-, t per= OR IN V W /y �� •` , ,�� t vel G1 `•\.,�4� M1^ ''I• 9�ykP � Yt t .Y 1,.x111 fin,,.. I �, I ,1. :/- 1 ( 't,'i4��•�1 I r ! �IL,'STtJR,$EI7 � rT..L/ AT {I/iY/1�. M_y the! '~ hr / O 1 �I +�'!; AIIt 'i� 1 '�!' - 1 k I•. II, � .1•� n �'\.SIPEUJALK orn CAST CU PeN L) °` �1I� ` L►�'' I ,W 1111t!Y�Y, t1.µ �r, t a j r,;-` 3 '4' 1'-®' �/� �� � � t1w 7!l11►1 ! 1t �S.I n �i. ilSdr '{"'i I ti)�••,r I / eC/1�1� ( rY-.moi /4' 1'��' X7 4 �' , t /4' II-V �I i �ly�,y[pL` 'Ilk t,. ! - —a �J /'�{ fie � �1t►ttst �r < ro � � �b;al��l \. tt •�j'..•,� ,' • "{!N()b.wn,•I "v; n,.r1y� '� � [ _ --- ,',A' I 'F.��, WR�yxt; � I i � 1 •'�LYt •1' / 1 /^ 'a+ ssrMl,�„ uarnyto�r �yy1 '=€ � b �ai I rI. ! 7 ,t�.lf-���r'w-'Y1,�' ,f►_ r� �r:.;"�;' -- -- --'_ !/� LJ •^J \��;-•�� LLJ I1Y L■_ ( \ �\ tw,.Y:9tl!+11s ""'n►a Y� I I.a /`/,` \, Il ` ,...IDIY I. •'C�i,1 r1' Ir• ;\ ••, 111 1' II..:r.•;Y nl„I.! xl �,r, + • M xr1.A * `J I O I ' _ - _.-.r I~ `1. •f I• ,� _I�,�,��•YY�-, I_ No aw ,Mr1.•w 1 •,t I1 u'I. 1 hf1' e•► , �� , , ° ,, ;� i "k+M1, 1 1� rl j Q 11 -- - J i -- -- -- - -%�--=�- . •- cl - I T 1/ r I I ,fW,t C N C" Y M1M•,n U '/ •, t K• - - - U rd 4 "'i. �t 1 6,rw ,, 1 x' 111 M „y '' l r� I,t1 „ a,i . , ' 1 IY y:.1 f l nx a•. _.._.. __)__ - _- --- —�__ (� ,�j /' off 1 +•M l r� z• . _ � _ �ul�:'Y`�__�,. Ire hr �_ I `I � / �. • •�Antl~ ....I r Y 1,�.,.a } ( ,% I • ww• n I'1 -rJNIW I /�--� JM�W � ON r 1MhY ,L ;•,,' .W •r•n , �,,5 ." ' N4I ")4- ly, �., ,rl `[ iii-- /' / r V1}A.. .IM �t•1'1 61Y wV y�' » ,x, si 't1' '>L•e eMNwxlE..l!_ • Y w '.y' LAXf. 1r r' fi{Y• yi ,U fl ,w1 ,r~ S I`�t�" I ' !r•�` -,�I S11M + ..11, lAr1 n$wfr(J X V/ _ G •�: ��' N1,t ar,•� +.•1 frlp0 ,�..� h' � �,r' .. '�--_— I -{{{ tI. .„ r;•an 1 tb ± b , - 1 .tl 91 ye', d/'''� W S h ---N /N l r/ 'r''�• rt1w41rrY/// {I ,I, r` '� N1,1 y`M'�; �- ` ) •1` „f'S'!` D •" , xY„� NII 1 „� k I. .J/ _/I,�} J... �rWWrlf > 1 ''�Y I n _ wnlmy lrlli- a tiI / I �i (�•, \ �.�,.../'^(1•I) T ' •...;tr•`r' ..� I -1 J: � I 1 i � ..C..� �, a nn ;. 1� � IT(, � Y# /. (�! � � � T ►' t 3� �( � I) I , J,..�G•�,Ai I` �0 11� FIN. FLR. ELEV. 169.5, VICINITY MAP 04 - - , (010.0 � • ,457-1 53 SC�4EDULE 40 GALV. '� P 4.E-: -•,-rP ` STEEL "IPE, 23"15 O.D.K ..54' (M Owr�WALL PAINT m-h �,-o' ibl-ol' y '�o�-o- -- --1b-dl � � � �!p •p' s -� PLO I wap TV— TYPE OF FACILITY : GENERAL CONTRACTOR OFFICES/WAREHOUSE PROJECT SUMMARY .V N H.G. 3 ,� JURISDICTION: CITY OF Tlu;`,FZD / N/ +tea- _; ° II LAND USE ZONE: ( IP) I2;;JU5TRIRL PARK — - ---- -- ADDRESS : S .W. HUNZIKER ::OAt D _ I LEGAL DESCRIPTION: "251 IBC TL 2201 \ I 4 r LANDSCAPING REQUIRED: 20% \ z h I� PARKING SPACES : 15 STANDARD 4 COMPACT ;� `/ ' . a I•< s. �� • .. r 1 HANDICAPPED -D 4 L O AD I DT G ! I I�•� `��I ' '/ = (, Q"`' � � i ,� l�!T'�-� • \ lie,\� ' �'s.icrf 4 TOTAL — •1 �-�-. ANG -#OR J!�+ •� � � � � Q ,q ---.. - -�+ SITE HNALYSIS Ln ITEM LOT COVERAGE a OF SITE 1 BUILDING AREA 16 , 922 S. F. 38 . 6% 0 I 1 j��1G (� F-• I 0 PARKING & DRIVES 11 , 771 S . F. 41 . 1 I LANDSCAPING/OPEN 9 , 043 S. F. 20 . 3 �1i� ( I x L "Y I SDG w L.L. CI TOTAL SITE AREA 43 , 736 S.F. 100 . 0% �I 3'` =1 -0 51TE12 0 - I't`- p CU`''� of & !►fir 0 ` / I M J Pi'II•T�:> -o�. �+x"• X31--rri' a� CODE REVIEW 5LUE 4 Csf;Rr=EN LZTTER3 I 4 S�/Y��M/�15OLS ON LL441TE I 71- ;1 �'.GU 0 � �� � �c ri of Ul BI•�r 1�W,/1 M+ 0 F� � II � BUILDING CODE: U.B. C. 1988 WITH OREGON AMENDMENTS OCCUPANCY: B- 2 (STAT1r OF WASHINGTON) w U Nxrj-D x �, CONSTRUCTION TYPE: 5N ( Fully Sprinkleied) _ �/ -IUHITE LEI7ER3 < � ..� q �• n ,,,<, Go1JG ��. �� I /�''.�F�fl�l•CT' t'-� 1N 1111"Tup, F%P 0- A t-1 (s) -�"� SYM50LS ON SLUE Q„ 0 ` 4 �H v�'r1. ► W �� u OFFICE FIRST FLOOR: 4 , 082 S .F. ,#' \ _ _ OFFICE SECOND FLOOR: 4 , 018 S.F. / � \ _ � ,/I -- WAREHOUSE 12 , 840 S . F. �----� - (STATE OF O�CaON) (� Q. Qt —..----- -------� " ._- CL _ „ 1. .4 ►�-� e, - w l ,LI '?ss'•O �O I� y� U1 OF P T REVISIONS TOTAL BUILDING AREA: 20 , 940 S . F. -- � '` 1' HIGH LETTER, W/ ,..I — -_.-- T►r,r�`rit� A ;�.� rte r Lha llk! f STANDARD WORDING PER H FIs HANDICAP. CODE IFEQM76.OF STATE WHERE SIGN00 IS LOCATED 5 W. HUNZIKER DRIVE ” 1"fETL. glGl`+ FA8TETIED o -a' Sq� I EGURELI' T,: PT r �� \` (�D•o - 2' Of ETL "T CENTERED ' ►•Ff Ei!TRIIDED GONG. CURS o U°.CT �, ON F:A_ HANDICAP- FAR,- /N(rW L _ �� '�-�1-�'�•EET LI�/►�T _� I -?i, lo EK I TNG 3P�1GE �� DATE a •rl• —__-_ _ .. O � JOB NO. 44 EPDX"T" BOND!No, 1,2' R -- ►CsENT — +- L SIN- C•sR 6 J _ 1�p_J✓f v ,e --T� ICY� CONC. SIDEWALK , N01" F'� 4 -rW OWN. r- 1T: ENC-45E POST EO . ;N I�C�l I.r� V•1 I I'rl1 U G p� G►�.' GF -••'i, '` _—[_� �j.aL,l,- 1r�;G13•jC. �,� , GoI-►F=dpr•t.�1 '�� G '•rY %F �-IG«�-v 0 0 0 0 �o 0 0 0 0 4Z. PAVINCG/ROGK BASE SITE PLAN lro 151, X 11 ( utl Ir11' �`o4&7;oN r: � TMA r-F 16 4,64 L- -rO I°S E t:;'P-0 I � �/ TpjDrL) Cu(G7� H t o4F —ED FARKts 5tC�4 ri !�tL FZ- �tT M" ('Ld6 C-6#41wriet" iv3 hH rcw&"i'C offaft 1'. J� ( SCALE: 3/4' - 1'_C' SITE-I I 5CALE: 3/4' - 11-0 ' ,CPN PERMIT NO . 2941 or OF SHIFTS • • II k THSW9jgT IS LEES ( I I I I I I I I Jill I I I I III I I III III II 111 111111111111 II II I I I I II i _I I I I I I I+1) I I 4APRIL 26 1993 TTAN rtIs NOTATION, I � I III 4io 11 IT IS DUE TO tHE QUALITY OF I r No 38yC•'- THE ORIGINAL DOCUMENT. III £�1l.fi11l. 8Zlllll Jl8I ZII IIII��IIL.I II II IIII 1 II IIII Zll I 1111 6Z1 11 I I£I 1l 1 IIll II Ll ZIIII IIITI ZLlillll�l 1-.III!II 8IIt III _ — IIvuwLZZ IIIIII1LII TIIIIIII9IITIIIIIIQIiIIILIIlilt] 111111 lilt] IID II1111111611 ' M'IDERN Yt;tLLER , EN t,RICv -IRE HY�RAN-, A-442 , 6 MJ, 51/4 'MVO, 3 PORT � 2 -2 112 AST NOS:. CONNECTICN , I 4 1 2 'NS' PUMPER%, ,'2 pE"dr CPR NUT, OPEN EF T , CO-OR: "EL..OK' I � 1'-6" AEHINC BACK 'CF Ch_ R6� -C" DEHjNC BACK OF •SIDEWALK �" F I r+ FL-f■- r N OOC•.ST I lUN VAL\ 50X ASSEMBLYXFF 3 OR LESS I rJ ^ as I � 1 s• l e' ` T PAul ~~ Ld n x COVER 'DRA v ROCK W/ TAR PAPE. Of BEFORE UCKF n _ rr �' y G, TG M y - U -II; -- MJ N','DRAPIJT CJTLE7 _ 'Y FLG GV F-^ h. W. N U t2 f�- •��T. �x '�r - w _ �,' Ems`' < - s a - 1 r rr i•!1;' M `�' ) -t(/ 'J .. I +-��,��-`� �f f� - ;'" � "•�:� 1�'-/a--r��= r% T-��'r- '1 (!r_�'t. ' '7r �1//`�'� � � X11111111111/111►IU1I1/111111/111111111111111NU1111111UU1111/U111111111111111111111U111Iil�IIIII/IIIUIIIIIIU11111111111111111111IU111/IIIIIIIIU/111lIIIIIIIIIIIIIIIIIIY1111111/11111111111111f'IHIIIIIU/I1111lIIIU111111 I „ 0IN +11/ NJx 6 -_G TEE / - 6” M,' x M„ NO_C!wC SPOOL ` (SEE PL.4N rOR MAIN SIZF) ' 4 '%8"% 16 � C O N C R E FE BLOCK .._ ... � � ... .............,.-.........................,�»..»............,_..-.......,,�......_._.._.....».. I /2 S �)F 4 ! '2' 3/4' DRAIN RCCK is cn `s I� rJ) r, r p G < < �. • } (O co �. �`� N rt h, , '� �y y�:,^�r�o` ';�� � �✓ �-c>, a DoT � ,Q IS I . 5�T,;E UTILITIES Corruqated Metal Pipe CMPtype, gauge P ( ) : Shall be of. ngs FIN . FLR . 69 . 5 1 . General . dia,neter, and indicated on the drawings. Pipe \� ' I �'•� t� '/ i L\ a. The work to be provided by the Contractor shall consist shall be helical corrugated. Piae and fittings ends • '. of furnishing all labor, materials, permits, surveying, shall. be annular for a distance of 12 inches. Pipes '"� __- ._• - .-. Au0` I supervision, ccord�nation, and equipment necessary for shall be connected with 12 inch wide annular corrugated 'T the proper installation of the storm drainage, sewer coupling bands and 1/2 inch thick by 12 inch wide rubber (G)r756L system, and the water systems tha: are indicated on gaskets. '> I these drawings. The work is to be completed so as to <11 rovide ro e_ly function s stems that are acce table to Corru ated Pol eth lene ADS N-12 Pi e: For i e IP P P '" Y Y - P 9 Y Y ( ) P P P i, �cIr} the governing authorities and as indicated on these diameters less than 24" conforming pto AASH'TO M254-8511, - - I`t ,' � I 24 1 g ) drawings. and F677-85 Oregon State PlumbingSpecialty Code and 1//111111111111111 /�11 11111111♦!11111/ 71111111111111■111111111/111i1111� b. Approvals. Different jurisdictions may prohibit the use 'Irovisions of Installation Standard 1-A-86 and ASTM D- ot certain construction materials and/or procedures. Do no work without approval from the proper jur isdicti.on. Ccs;_ of changes incurred when work has proceeded without Catch Basins: Shall be 24 inch round or square and 30 jurisdictional approval shall be tl:e sole expense of the inch high, unle.is otherwise indicated, with 28 inch cotizractor. square standard. cast iron gyrate and hinged drain access c. Safety. The safety (as it relates to this construction plates for clean-outs, all as manufactured by the LynchUJ project) of workers, neighbors, and passers-by is to be Company, int . , or by Gratemaster Ironworks. Catch the responsibility of the contractor. Une,afe conditions basins to be constructed cf 10 gauge steel and to be i d' I �' "��X• shall be identified and corrected or, identified and asphalt coated after fabr..cation. S,-cured. Work methods that may cause an 1.insafe :_ndi.tion to exist, shall be avoided at ail costs. Downspout Drains: Verify locations and special d. Lrawings. Drawings provided are based on reported site requirements with building elevation drawings and with G P> canditions and dimensions. Actual site conditions, or roof plans for downspout location. Adjust location as dimensions, may vary dud any such variation should be needed to assure plumb vertical downspout run. Notify -t•J ,� • �. G^I� : '► Cj reported to the Engineer at the earliest opportunity. engineer of any discrepancy or other problem. Drains in Unanticipated conditions may require the revision of a paved areas to be cast iron soil pipe or Schedule 40 5�' portion of these drawings. All dimensions shall be PVC. Drains in landscaped areas may be "PW Stormdrain" :100 verified in the field by the contractor prior to Series 46 with 80% compaction and with compactio,i r17F._. G ✓GK ✓�-�'' -- I "-- fabrication or construction of any portion of the verification. Provide clean-out at each downspout. Use q �•�. ! „ter-.�►a�„-! proposed work. branch fitting with threaded plug for clean-out. e. Permits. The contractor shall arrange and }gay for r r r �CC, --" .� (� +1 I �* 1 �12F-a ' �• �' permits, fees, service charges and inspections and shall Manholes and Cleanouts: See Sanitary Sewer Lines. I ) Gtpresent the owner with a properly executed "Certificate IN�?C�I-L // .i \ `` G� ,o` ) :_f Inspection" , prior to making application for payment c. Sanitary Sewer Lines c;! `� �� �v, � [ d nor any portion of the work. f . Codes. All work methods and material shall conform to Concrete Pipe: Non-reinforced bell and spigot pipe all local , stare and federal requirements, regulations , conforming to ASTM Standard Specification C-14 Class 3 , and laws. with rubber caskets in confined groves. 2. Material . All materials used for the work shall be new. Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall PI N � i OL Trade names denote character and quality of equipment be PVC and shall meet the requirements of ASTM D-3034 , 1 3 n except where the pipe cover is to be less than. 15" , use N��T 1 � ( u desired and substitutions may be approved, if in the P P P � _ • _ J'� � � opinion of the Engineer, the proposed substitution is Schedule 40 PVC. Z - expected to perforr properly. All costs associated with the review and use of a proposed substitution shall be the Concrete Manholes: Shall be fabricated per ASTM C'-478 � I ;�'+'r r� 1 .._..`� ,..., responsibility of the contractor. ..-'1't.-) J,,e .and shall be 48 inch diameter with a 3 foot eccentric a. Water Lines. cone over standard sections. Where manhole depths are '>�`'i - - — ----� �JNIP ky r.ot adequate for cones, use 8 inch thick (State Highway)flat top slabs. Use standard cast iron frames an9t,rCcppe- Pipe: Hard drawn, type "L" underground piping, covers for storm and use watertight standard cast iron - r I' <1AJ-d conforming to ASTM B-88. Fittings shall be wrought frames and covers for sanitary sewers. d'I Tv '��TCl� copper. Solder all joints and fittin s. g -- -170 �� Corrugated Manholes: Shall be of the same material , -- I�W i A2 ; Ductile Iron ll e D.I.P. Shall be cement-mortar ortar 172 P ( ) • gauge, and coating a� the corrugated pipe. - lined and shall conform to ANST A21 .51 , Class 52. All joints shall use O-Rirq rubber gaskets. Fittings shall 3 , Execution. be 125 pound class, meeting the requirements of ANSI _ Y � 0110. a. Sewer Clean-Outs: S) 11 be installed in the storm and sanitary systems whe:a noted on drawings (CO) and where Water Service: Piping, valves, backflow prevention, specifically required by the governing code. Clean-outs vaults, meters, hydrants, and connection to main line in exterior paved 'areas shall be JOSAM 58860 heavy duty / " REVISIONS shall be accordingto the requirement-- of the governing P �' �+, 1 - ? tNICK 300©©PSI GRAY IRON, --�I� :, , q g g cast iron access 1.ox with secure cover, anchorin g ¢ , g _ _. HEAV`r• pUTY CAST IRON GRATE � RIM ELEVATIOrJ agencies. flanges, and cast iron clean-out with serrated cut--of. II - I-- 19EE FLAN sections and threaded bronze plug. Provide an 18" I �. ,r-1.,i6 /��`1tJ - �wEL`G'v Alternate materials may he used if approved by the square by h" thick concrete pad around the clean-out. ;,UT _ ti' . l .�o•: — governing agency and the 1990 Stare of Oregon "Plur�bing B I ` jam Specialty Code" . t! r - �-- b. Bedding: Eerl all piping on a 4 inch _..ick layer, of sand or 3/4 inch minus crushed rock. Inspection of the �1.. I " v� -r y� ,,J � �ysj I GG+J � :A J �, "' ir�`�•i b. storm SewNr Lines excavated trench b the Engineer mai provide for the use may, Y g r P =t I ♦ �r s'JC"'I �� 'T � I�t:'1�l-�J� ) of compacted native material for bedding. Provide Owner — Polyvinyl Chloride (PVC) Pipe: Pipe and fitting7 shall with deductive alternatE• for use of native bedding be PVA. and shall meet the requirements of ASTM D-3034 , material . Bedding sha,: be removed to the necessary ri `�'� - ` - except where the pipe cover is to be less than 15" , use depth for piping bells and couplings to maintain contact P P P 9 P q:- o ?4 -1 0 Schedule 40 PVC, of the pipe on the bedding for its entire length. \ I OIL TRAP WITH � - \� CLEANOUT Concrete Pipe: Non-reinforced bell and spigot F .pe r-. Precover: Cover the pipe to a minimum depth of 5 inches ( I conforming to ASTM Standard Specification C-14 Class 3 P with compacted sand or 3/4 inch minus crushed rock. 1 with rubber gasket-; in confined groves. Inspection of the excavated trench by the Engineer may If 24' 1 a provide for the use of compacted native material NOTES 1 DATE I ✓i'� Soil Pipe: (Traffic ar-eas where cover is less than 15" ) pr-rover. Provide the owner with deductive alternate A- CATCH BASIN To BE CONSTRUCTED OF ,d GAUGE (MINIMJM) STEEL — Hub and spigot cast. iron pipe or Schedule 52 ductile for use of native precover material . WITH ALL JOINT6 WELDED. CATCH 15^1 ,IN CAN BE ROUIID OR SQU 1RE JOB NO. iron bell and spigot with fittings conforming to ASTM A- B- OIL TRAM CLEANOUT L ID TO BE I-ZINGED OR BLOCKED TO 74 , with rubber "O" ring gaskets in confined grooves d. Ba^kfill: A11 backfill f^r site tit lit.ies shall be ►�ei .:�`: 's:.k _G , �, jos, with compression type gasket fittings.. � PF�VENT LID FROM R1rMAR�IrJG RJ OPEN POSITION, DSM. CHK. placed in layers and compacted as required by paragraph C- CALK PIPE TO CALKiNC, NUB -f" � GN "• �� �`' %_.Jl�� 2E. D- SET CATCH BASIN ON b' THICK COMPACTED CRUSHED Galvanized Steel Pipe: Shall conform to the requirements for ASTM A-102 Schedule 40with a hot-di F, BACK OR SAND BASL .. P e. Grading: Following backfilling, grade trenches tc the E- BACKFILL AROUND CATCH BASIN WITH DRAiN ROCK galvanized coating inside and outside. level of surrounding soil. All excess soil shall he F- 0111l_ET ORIFICE DIAMETER � � disposed of off-site, unless otherwise directed h',• the - _. SITE PLAN• UTILITIES / GRADING Engineer. �j � G --1 I� A::� I� i4/ -P m.L GoNTItDL. ST , OFN PERMIT NO . _ = .f OF SHEETS !I rTH•'18 D04WFNT IS LESS „III III I III III III I I' III 'r1 J1"fi t ' 11 ITP F I I I I ,i�l l III III I LI III III III III III III III I I f I I I ill I I r 1 III III 111 1111 III I�� I I f b 1 I I - � 4 1 ! 7 18 19 I 10 + 11 1 ^��� 2 6 1993 - LEGIBLE ThiN THIS NOTATION, _� —�_ _ - — I'Ir. IS DUE TO Ii'HE QUALITY OF; ;,;+ ►' 4 THE ORIGINAL DOCUMENT. — - t__6 -�-- —Z LZ Z ibZ £ II Z tZ T 8T Lit 91 9T fit�£TT tT aft 8 �8 1 IG 9 t�l1u" 'IIIIII1IIIIIIIIIIIIilllliiiiill 1 111111�IIIIIIIIIIIIIII�III�lll�illtl�lll�lllllllli11111IIIIIII; �IIIIII� tilltltllllllNll 1 I I I 1 ... :a+=.5 .r-rw. .�iWFYYWiM1�MiY!\`M1100MMMY.Wi.... FILE N0. 394-90 HUNZIKER ST. — 8300 STR OPN PERMIT a 1 .DEFINE:entrct=case->eng definition incorrect ENGINEERING PERMIT PERMIT #. . . . . . . : ENG90-OC150 DATE ISSUED: 10/30/90 By: PRIM. PERMIT #. : SDR90-0'12J SITE ADDRESS. . . : 09300 `-W HUNZIKER ST PARCEL: 2S101BC-02201 SUBDIVISION. . . . : ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . ------------------------------------------------------------------------------- PERMIT TYPE. . : SOP IMPROVEMENTS QUANT RATE VALUE AGREEMENT DATE: / / GRAD/EROS ASSURANCE EXPIRATION--- STREET PERFORMANCE: / / SAN SEW Mh1NTENANCE: / / STM SEW UTILITIES ALL OTHER T07AL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ Remarks: STREET OPENING, TO INSTAL', CONCRETE A SIDEWALK AND DRIVEWAY APPROACH AND, ALSO TO PERFORM SEWER AND WADER STREET CUTS. Permittee: ---------------- FEES -------------- YORKE & CURTTS CONSTRUCTION type amount by date recpt 10125 S .W. BEAV.-HILLSDALE HWY. OPEN $ 191 .24 JSH 10/30/90 206349 BEAVERTON OR 9'1005 Phone #: (503) 646-2123 Engineer: ENGINEER NOT ON FILE $ 197.24 TOTAL Phone #: ------- REQUIRED INSPECTIONS -- ----- Permittee/Agent Signature: ----STORM SEWER-- --- -STREET----- M.H. & C.B. CRB LINE & GRADE PIPE LN & GRD SUBGRADE BCKFLL & CMPCT BASE ROCK AIR & TV TEST LEVEL COURSE City of Tigard, Oregon WEARING COURSE 13125 S .W. Hall Blvd. ---SAN. SEWER--- TRAFF & PED CONT P .O. Box 23397 M.H . & C.O. MONUMENTATION Tigard, Oregon 07223 PIPE LN & GRD STREETLIGHTING Phone #: 639-41 ,1 BCKFLL & CMPCT WALK/APRON/RAMP AIR & TV TEST FOR INSPECTION, CONTACT: ----GRADING----- Carl Vieweq #639-4171 (office) --REPR' S/ADJ,S-- CONTOURS #780-265 - (mobile) DRAINAGE ----PATHWAYS---- EROSION CNTL. APPLICATION -- STREET IMPRO—IgAENT/E.XCAVATIONPY TO: (WHITE)-FILE ORDINAIR Z NO. 74-14 (YELLOW)-(PINK) OTHER AIN (INSTRUCTIONS 1I 3,' - (INSTRUCTIONS ON SEPARATE SHEET) ti(BLUE)-APPLICANT .4-70 APPROVED APPLICATION NO.: . I—L---___— NOT APPROVED ❑ CI I'YOF I IGARD, OREGON FEC AMT. i 19/.24 PENDING FEE. PMT. ❑ CI Y BALI. RECEIp� PENDING SECURITY El PUBL IC WORKS DEPARTMENT BY . PENDING AGENCY ''OK'' [] ppli(,Ition and Progress Record MAINTEN NCE BON%M _.-- — !!�� FOR STREET IMPROVEMENT/EXCAVATION As R ovIRED PENDING INFORMATION -3 ANNUAL One Year PENDING VARIANCE ❑ EXPIRATI ND TE: —PERMIT NO.: 37+W) DATE ISSUED: - /0 BY: Concrete idewalk/ iveway apron, (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL sewer & water street cute AS DESCRIBED HEROIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Yorke& Curtis Construction, 10125 SW Beay.-Hillsdale Hwy, Bvton, OR 97005/41646-2123 I - --_ _-_—_ NAMEADDRESS CITV.- _._. PHONE CONTRACTOR (SAME) NAME ADDRESS PHONE PLANS BY Ankrom Moissan Assoc. Arch, 6720 SW Macadam, Ste 41100, Ptldi OR 97219 #245-7100 NAME ADDRESS CIYV PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 4,931.00 DOLLARS FOR OFFIC "MIN. (2) EXCAVATION DATA: 0.04 X s ,` 1.00 = $-197.24_ STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT _CUT 1TCUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM AI QUANTITY --- --- — STREET --- illu)ziker St. (See ttache( Plan) R TPON p E ESTIMATED STREET OPENING DATE: S ESTIMATED STREET CLOSING DATE: __ / _- E — _ __—�--�--- .4,931.00 STREET _ ( +) SECURITY NO. SECUF�,ITYA(VIT/: CLOSED SURETY CO.: 3t/ri•+ct (r>. FINAL PE - - - - - - CFRTIFIED CHECK 0 CASH 0 BOND S C• — (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL �z PEC A O I ION / CONDITIONS: eyt FEATURES; EXCAVATION LOCATION AND EXTENT'. IT 1 ty2}ri8iDS.cgeforerstarLln�, work, 1 II�1T b I N ) ) o m o-tne- I I I and to the attached flan. ----- — _ - 3) A TRAFFIC CONTROL PLAN MUST BE _Work Areas_ _ bYKILIViDED T7 THE City FOR 1 .> _ Hunz ker Street RR.IQR. TQ PURFORMINC, 114,11"S" 444W — rc --- -- _ TRAFFIC LANES. i x 4) Streetlight deposit: $267.00 1L ,_ — "� SUR 9U-ljUZUapp es Tie re-To. _ --- I , 1 I ' I SITE: 8300 S'd HUNZIKER ST. (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE k RIGHT OF-WAV JURISDICTION IS THAT' OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUr'T OF THE WORK, AND TO SAVE HARMLESS THE .-111Y AND E MPLOYEE S AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS \ / l Cid). APPLICANTS SIC NATURE � _ DATE _ r CITY OF TIGARD September 1, 1992 OREGON Mr. Dave Curtis Yorke & Curtis Construction 10125 SW Beaverton-Hillsdale Hwy. Beaverton, OR 97005 RE: Street Opening Permit # 394-90 (8300 S .W. Hunziker St . ) Dear Mr. Curtis : In the matter of the four thousand nine hundred thirty-one dollars ($4, 931 .00) Bond (#1173254) between Yorke & Curtis Construction Performance and Insurance ComAanv of the West and the City of Tigard, Oregon- this is to serve as written acknowledgement that the City has no further interest in said Performance Bond, all work now being satisfactorily completed, and, therefore, declares that this assurance obligation is void. If you have any questions regarding this matter, please contact John Hagman at 639-4171 . Sincerely, /f �i!t�✓�wC�l!' Randall R. Wooley City Engineer Hs\engdoc\mertors\doc22.mst 13125 SW Hall Blvd., Tigard, 012 97223 (503) 639-4171 TDD (503) 684-2772 ----- -------.--.- ...r�..,�."_w,c+-�ipntynF'fy'fl'S`'7•�T�""'tR'.9�,"K'Jai'1�'�J�'S�If"'".".P'-...."'"'.,�.�-...--"T"n..w/�X',IFr1CiKFiPN711M*'n7r^"4�"'r'*'tT'w.�*r•"u""R'�"�"..�--,s^*r•^,�e� r �r ,� C PY TO: -APPLICATION - STREET IMPRO\f MENVEXCAVATION (WHITE)-FILE ORDINA ,_.d NO. 74-14 (YELLOW) TER Ll q, NS (F•II`1K)•OTHAGENCV��` J (INSTRUCTIONS ON SEPARATE SHEET) - (BLUE)-APPLICANT T II APPLICATION NO.: _ "�1------ APPROVED (• 197.24 _ 1 NOT APPROVED ❑ CITY tir OI' 11GARD, OREGON FEE AMT.: s CI Y 11ALL RECEIPT CPO -ZobI I PENDING FEE. PMT. ❑ DATE—���-'O BY – PEND114GSECURITY ❑ PUBLIC WORKS DEPARTMENT _ - _ - - - _ - _ - - - PENDING AGENCY "OK" ❑ ,%pplication and Progress Record MAI ITEN NCE R0N�(M ---- FOR STREET IMPROVEMENT/EXCAVATION ASR OUIRED ANNUAL �' One ear PENDING INFORMATION ❑ EXPIRATI N D TE: =— PENDING VARIANCE PERMIT NO.: ._—_._d -- --. DATE ISSUED: __�--1---- �A Concrete idewaLk ivetay apron, (1) APPLICATION IS HEREBY MADE 1.0 EXCAVATE FOR AND INSTALL — — :.vver & water street cuts AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CIT`( REQUIREMENTS. York & Curtis CouBtr.uction, 10115 SW Beay.-•11111Bda.le Hwy, Bvton, OR 9'0005/#646-2123 I AF,3LICANT _ _ ----- "AoonEss - -- - —Tv"- ' NAME !-GIv f R ACTOR-_— (SAM' )NAMDDREl4F–�� clry �HCNE E A PLANS BY Ankrotn MoiBeon Assoc. Arch, 6720 SW Macadam, Ste #100, FC1dcIT)R 97219/ __ PHO E NAME ADDRESS — 4,931..U0 ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): DOLLARS _ __ -' -- FOR OFFI 0.04 C ---CMIN. X f _4 tel.00 = f 197.24 i (2) EXCAVATION DATA: -- I DESCRIPTION PROG'R S & INSPECTION STATUS_ S1 REET h SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY NAME TYPE LENGTH WIDTH DEFTH ITEM Q QUANTITY I STREET �Jk OPENED— 1 il.' 0 IN 7P ON yl r... (Sega t&_ache Flan) a `� U E ESTIMATED STREET OPENING DATE:— ---1. T ESTIMATED£fREET CLOSING DATE: _ _ D =-- ----'—__ --- 4,932.00� STREET SECU TTY A T: CLo- (3) SECURITY NO. Mr � �`� e; FIN.P I (til/ SURETY CO.: .�-�`a'=--_- I�1sPEC. -17�? _CERTIFIED CHECK U CASH U BOND ,- ON CON _ - ---N D ,- y JQ (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL `1 1, �y, eCC r re s Vig ,' -- 93c �11� lige. efore star. n FEATURES; EXCAVATION LOCATION AND EXTENT. .--- —�—_ WL1rK. � Atj FIJ L! I 1 ( Nvl It Sten Inrdc�Coucif+�•ntt�.nu 1 stI 1 and to the attached la . 1 _ 1 1 A TRAFFIC CONTROL PLAN MUST BE _. Work Areas '. _ ,�.. - - - Rg I ? 'iuitz er Street Pkl[lk T(1 V1iLFI.RMLN6 nfnT�l� �O TRAFFIC LANES. 4 Streetlight deposit: $257.(10 1 SITE: j 83_00 _SW HUNZIKER ST. 5) NOTE THE CITY OF TIGARD DOES V-1T, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONOUCT WORK WHER� RIGHT-OF-WAY IURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND DUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ANb CONSTRUCTION SPECIFICATIONS PERTINENT TO CON EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. �U / 1 I � DATE -- APPLICANTS SIGNATURE 4 t 1`� Lam} FOR- �A A.M. DATE_ TIME. P.M. M____ OF— - PHON ARRA 000! NUMBER ENO TELEPHONED t um CALL CAME TO BE YOU L CALL AGAIN WANTS TO SM YOU 6H RE�YOL GALL SPECIAL ATI OMON MESSAGE -- c " r SIGI1 -.. = Q►31 C L TOPE? �s�) -3 o a C� TIMBERLINE DEVELOPMENT CO., INC. (icm—ll(-'i'frwt..... 18195 STONEWOOD DR GLADSTONE, ORE 97027 GARY NICHOLS 6564253 DAN NICHOLS 655-3026 I r4 � -�T / e ��N5 CENTREX CON ' 1CTION METT[2 4. (IF I�[� kKS INCORPOF";�,cD FK=: 8250 SW Hunziker Road TIGARD,OREGON 97223 PAroe No y( 1 (9,03)684-0443•FAX(503)620 6692MAN CITY OF TIGARD i TIGARD CITY HALL --_- M WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter O Change order ❑ --- DESCRIPTION Cu?IES DATE NO. 1 6 14 91 "SEWER AS BUILTS" FOR 8250 SW HUNZIKER THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use [-1 Approved as noted ❑ Submit copies for distribution ❑ ketur^cd for corrections ❑ Return„G._r.:orrected prints ❑ As requu // ❑ For review an mment U ___ F1 FOR BIDS DlJlE- - - - - — _ 19 --` �'3 RETURPIED AFTER LOAN TO US _-r 7EMARKS_--- t Or La = \- COPY TO--------- -- — -- — -- SIGNED: K.L. AANES it enclosures era not Of noted, kindly notify us or once. rtoou17401 jg#jkVx w"Wa0141, R 4� L-o� . r r gut" tet\ C-A. CITY OF TIGARD )DaYFNDr1URE RDQUE5T 'Tlds form is a v lti use form. Appropriate receipts must be attached. Documentation L.; important for all purposes. Staple documentation to farm. VENDOR NO.. _ GATE: _Zfo'9 I PAYARTae TO: G4 E. RB:2[ I' D BY: - 146,25 "100 * Approved request due Wednesday 10:00 AM to A/P for checks by Friday. NISCELrANEOus EXPENDIMURFS: Date Description, Invoice No., etc. Account No. Amount )D -2ZDO0 $ 7J,,,7� f T'rAL Mileage $0.255 APPROPRIATION BALANCE: AS OF: SICNAIURF: (Up to $25.00) Section Manager Purch. Agent ($25.01-2,500.00) Division Manager (52,500.01-7,500.00) Dept. liead ($7,500,01-15,000.00) Cit;' Administratcr ($15,000.01-• ?) Local Contract Review Board /1501- V'Ok"TLAND OF-ME.-RnS E-71-FICTRI- C.n. 1.4!:i5ti SW OLD SCHOLL.9 FE*RRII,, Rulllr -111- .,to V;f.,:AVE--R'T'ON, OR. 97007 TNVOICL -14-6193 1)A T E 0/1.4/9) 131 LL TO s SHIP U). OF' % jOHN HOIEMMO.N P 0 Elf x . 142 J IGARIJ O� 9"' 3 Number Terms . 30 DAY9, COSTS TO I NS UAA. I--2()oW STREET L 101.1*1 oT 04 00 SW t-R IN 7 1 ii:IF",' T I OARP U./O SW HALL. F, PLU)SE CALL. it-, mJ HAVE OUCH't IONS rNEc3m;,mNu.; rt-ul�3 mvmc DENISE OP f.jr-_'jjj e-)T ru T c)ta I STREET OPENING O-FRHIT PZRVORHANCE BOND BOND No. 1173254 KNOW ALL KPN BY THESE PREBENTB that we, W Yorke &Curtis eonntruction iM to yaonl , as Principal, and . Inciiranrp Cnm env of the Wact ss Surety, are jointly and severally hold and bound unto the City of Tigard, Oregon, in the sum of Tour thou sancl_nin4 hundLgjL.thirty-one and no/100 Dollars 931l00) for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors end assigns firmly by these presents. THE CONDITION OF THIS POND in 8ucli, That whereas the Principal herein has made application to the City Engineer Of the city Of Tigard for a permit to install public and private Lnprovements (sidewalk, apron, sanitary sewer and water line) within the city of Tigard right--of-way of S.N. Huntiker Street in Tigard, Oregon, under the provision of Ordinance No. 74--14 and 76-11 Coda of the City )f Tigard, and whereas said Application was approved by the City Engineer of said City and a permit issued, subject to and upon certain conditions, directions. stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the mama extent and effect am if written herein and specific reference now made to all the terms, provisions, spectfications and requirements set out, declared and provided for in said permit NOW THEREFORE, IF THE Principal heroin shall faithfully and truly observe thv terms, provisions, conditions, ati.pulat•ione, direction' and requirements of said permit and shall in 01.1. respects, whether the came bye onumaratod herein Or not, faithfully comply with the Same and Shull assume the defense of, indemnify and save harmless the City of Tigard, its officers, agents and emmploynam from all. claims, liabilities, loss, damage or property directly or indirectly resulting from or arising out of the operations or eonduat of said Prineiprl or any subcontractor in connection with performance or conduct of the work under amid permit, and Shall in all respects faithfully keep and observe all of said terms, provisions, conditions, stipulations, directions and requirements, than this obligation in void, otherwise it shall remain in full force and effect. WITN388 our hands and seals this 30th day of Q�tn�pr 1922 •4� Signatures of Dave Curtis and Yorke& Curtis cenci=gUjgAi ,r„r .In Yorke Jr. witnessed `,"by:' i a i)Otary Public n the `tate of • Tamen. Gly commission expires 4/11/93. Countersignod hys Agent _. Insurance Com any of the Wpct Address dj/York Attorney-in-fact Lyn Dubay INSUR#NCE COMPANY OF 'I E WEST HOME OFFICE: SAN DIEGO, CALIFORNIA Certified Copy of POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporation duly authorized and existing under the laws of the State of California and having its principal office in the City of San Diego, California, does hereby nominate, constitute and appoint: LYNN M. DUBAY its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof. This Power of Attorney is granted ant is signed and sealed by facsimile under and by the authority of the following Resollition adopted by the Board of Directors of INSURANCE COMPANY OF THE WEST at a meeting duly called and held on the Sixth day of February, 1973, which said Resolution has not been amended or rescinded and of which the following is a true, full, and complete copy: "RESOLVED: That the President or Secre Fact tory may from time to time appoint Attorneys-in- to represent and act for and on be of the Company, and either the President or Secretary, the Board of Directors or Executive Committee may at any time remove such Attorneys-in-Fact and revoke the Power of Attorney given him or her; and be it further RESOLVED: That the Attorney-in-Fact may be given full power to execute for and in the name of and on behalf of the Company any and all bonds and undertakings ns the business of the Company may require, and any such bonds or undertakings executed by any such Attorney- in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Secretary." IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its otficial seal to be here- unto affixed and these presents to be signed by its duly authorized officers this 14th day of February, 1990. \ pMFOARNr X�) INSURANCL COMPANY O F THE WEST �NntSTATE OF CALIFORNIA res e COUNTY OF SAN DIEGO SS: On thi-: 14th day of February, 1990 before the subscriber, a Notary Public of the State of California, in and for the County of San Diego, duly commissioned and qualified, came BERNARD M. FELDMAN, President of INSURANCE COMPANY OF THE WEST, to me personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the some, and being by me duly sworn, deposeth and saith, that he is the said officer of the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the said Corporation, and that the said Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day andear first above written. ,...ti ,. OFFICIAL SEAL THOMAS M. BLOSE NOTARY PUDLIC CALIFORNIA t PRINCIPAL OFOICE IN t SAN DIEGO COUNTY My C^rnr m,11n Ent) December 6 1991 O Ory U 1C STATE OF CALIFORNIA COUNTY OF SAN DIEGO SS' I, the undersigned, JAMES W. AUSTIN, III, Secretary of INSURANCE COMPANY OF THE WEST, do hereby certify that the original POWER OF ATTORNEY, of v,hich the foregoing is a full, true and correct copy, is in fo(11 force and effect, and ha-; -,at been revoked. IN WITNESS WHEREOF. I have hereunto subscribed my name as Secretary, and affixed the Corporate Scuj of th4 Corporation, this ?F. day' of ,fry1 ' J ,Coil tooIEO ecr ICW CAL 37(REV. 5/87) ��++rH„+`' etary TTY OF Rr-CEIF*T Or'- !'AYMENT NAME WESTERN F'ARI'ITIONS, 1pqC,. CIAEC1:' AMOUNT 2.4 ADDRESS r, 4243 SE INTERNATIONAL.... WAY L,ASI-q AMOUNT oc, SUITE E F`A\'MENT DA-r' E (7C) OR 97222-- 1 ON '::URPOE-.,E OF' F'AVIIENT AMOUNT F,(ITD PURPOSE OF' PAYMENT AMOUNT FAJD - LETOMER, DEF-0 --------- 267. ic.i PUBLIC IMF,U�ov ------------ -- 19'7. --------- 197.2,q STREET OPENING PERMIT #7.94-90 STREETLIGHT IIEF-OSir TOTAL AMOUNT r-ATE) 64 24 FIRST INTERSTATE BANK OF OREGON,N A 4243 S.E. International Way Town Center Branch. 24 12 ElTIT140 Suite E Portland,OR 1230 P]7ARTIT110%'S Milwaukle,OR 97222 r fVC(ORPOWATIFD (503)659.9M CHECK NO 117 3 4 1734 1 7LI66799 PAY TO THE ORDER OF DATE AMOUNT CITY OF TICARD 10/29/90 111041, 734116 1: 4230004231:01,0 0026135 90 IF/,) / r. /G G o ro ,.S � aro✓/ c /r / �S ' / uS �- cd/ /�� GtM/f-riGd di/r/ r/q �fiG iJmtlts o� �a,�-/i�cSS / Ho/^ E7�lwCCH f� FILE Co )y �jr�HGSS {-O �. OJ� �•/'s7• Hor Oc=/G/riccy �^-.Q('�rrl � p'rKisCsS. •L7�r Z, /raf�/c CoH�O/ dC✓�Gt6 / /�l�9/c�/-s�.ft CG.TG..� sH��� (7G /H CG , r/OI' �O /H/fY7►`7'OVJ O�G'a7NS/TI.7LlGY`/O-'�' L(.''�IK SHG* S/,slf / �r �I� f/SGS / dG G�Y`rc.a•/✓G� /•y!�/rs!`�/HGa/. L OH Yi'7G/"OY Syy// H.7i r/Cy Crrfe., GHcy .S C.,/-l//r CS /70/GG / C�•> 1 3G�OC�! //d/t�t/GAJ JH•y/ WJrH/vsq of ir•.nirscHf- r`��ffrc o/srci�Hor/ sh��/ aG �ra✓�c`C� TO rnC J9CHGti! pYJOMI'/waq b/G Oy ��JtGi+7GHr" Or --7H ?.Q✓sHCel HOf I�G/iHeH S/qH .7 Y` /CJG�r C�fQ/ O�' T�2 GoHS�rLIG�vH �rC� 7L Iles l ��/H•/ J`G�rL' /H/T/7F/OH O� COHS�I'GIGKOH WO/.C. � .¢, G S .T•rjP4=e-4 _ff73I/ 6G *IOY'r+'GU/ 74C. r�sc�vcs -f�G ��� ,4 c= f- rsod/� •//rest /-cqu/�crs�cr/s�s mss • CG yGcGSSary "4 GKCG�'�'GZ cv.*fr4o// r`I-Mff�'c �•r� ren Z-p /I en s:�f��Y � wo tHC Co�Jf��Gf�r IS IGs�orfc/b/C S,) �G Wor� �/•CJ .Sh z// /JG is-r,7'N�/H Cd /H J C`G7H GOHCJ — /r-'/oHfj.�ZC---- Ze- e-, Ge-, -:1(/ — 757. S7I . f�vy�oc r�/� fl�r�c�'-.rurf�c� f-��.��1� s•�r.a.�! be �/�Gc�/ on �./� -�/-GHCH a l4wdlH YZZ'_ /Q.7Ou/M/` / ThC CHc7 140->VG/- //-HG uJ/a f'N s,'r� br ur1GW� ��9 �. > /HG C./ �y rCSCrvcs lfie_ ltz �o r�sfr/G� GOHS�`rucf/vy �JG�/V/Y I G3 �Nr/H 9 /Ya�d3/y3 �r►c/ ,oCl�/CJO.S GI" /9`j 74.74C ✓e-/, � 1 aM N tit pyo C2 C6 1 ZG l J 4 LU F� 0 CE Vj � g o 2 b � c 0 r 9 2 c I ° W 2 �- t - C 143 �o°� N . J i soo U u I vi ti I Tohn r Nictio/s came- �h Wei, le ou were to a mace io9 aho! He Wahfed �o -failk. 40 You �o/�/seG �p k)tvt suOiG&,I - � TrattriG on Ais He would /life call 11/',". gena¢ _ I i IF STREET OPENING PERMIT W PERFORMANCE BOND BOND NO. KNOW ALL MEN BY THESE PRESENTS that we, York & Curtis Construction (Beaverton eon , as Principal, and _ as Surety, are jointly and severally held and bound unto the City of Tigard, Oregon, in the sum of Four thousand nine hundred thirty-one and no/100 Dollars ($4,931.00) for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns firmly by there presents. THE CONDITION OF THIS BOND IS SUCH: That whereas the ,Principal herein has made application to the City Engineer of the City of Tigard for a permit to install public and private improvements (sidewalk, apron, sanitary sewer and water line) within the City of Tigard right-of-way of S.W. Hunziker. Street in Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit issued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for In said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and s*>ecific refer&nce now made to all the terms, provisions, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same- he enumerated herein or not, faithfully comply with the same and shall assume the defense of, indemnify and save harmless the C1.1j of Tigard, its officers, agents and employees from all claims, liabilities, loss, damage or property direct:y or indirectly resulting from or arising out of the operations or conduct of said Principal or any subcontractor in connection with performance or conduct oZ the work under said permit, and shall i.n all respects faithfully keep and ob.erve all. of said terms, provisions, conditions, stipulations, directions and reTiirements, then this obligation in void, otherwise it shall remain in full force .ind effect. WITNESS our hands and seals this _ day of , 1990 York & Curtis Construction: Bv: BY: Countersigned by: Agent Address Attorney-in-fact dj/York ANKK(--) M MOISAN ASSOCIATED AKC HITECTS RECEIVED October 25 , 1990 r M j 1990 COMMUNITY Mr. John S. Hagman Engineering Technician City of Tigard 13125 S.W. Hall Blvd. P.O. Box 23397 Tigard, Oregon 97223 Re: Western Partition: (SDR 90-0020 ) Dear Mr. Hagman* Listed below are the parties involved for preparing the permit documents for this project. 6 0 P A, '0 Applicant k� V West n Part151ons Michae an am Roach �* 4243 S. nternational Way, Suite E Milwaykie, region 97222 C ( 50e 659-999 M� 110 G 7t� Contractor: M Yorke & Curtis Construction 10125 S.W. Beaverton-Hillsdale Hwy. Beaverton, Oregon 97005 ( 503 ) 646-2123 1u/zq If you have any questions, please call. Sincerely, ANKROM MOIS.AN ASSOCIATED ARCHITECTS Fred Pai.ntner FP/Lt G00700JH.P01 6720 S.W.Macadam,Suite ioo, 11orthnd,Oregon 97219, 50;/245-71M,UAX 501/245-7710 Principals:Stewart H.Ankmm,Thomas Momin.David N.Vonada,Ray N.Streeter,Lorraine C.Kellow,lefT I bmilum,Karen Bowery SECTION: PARAGRAPH - DUPLEX SEWAGE LIFT STATION I A. Provide units as indicated on drawing. B. Units shall he duplex, submersible type sewage pumps capable of passing a 2" solid, mechanically sealed, cast iron pump housing, impeller and volute with protective epoxy coating for corrosion and rust resistance, UL/CSA labeled, stainless steel hardware and oil filled 1/'. HP, 1625 RPM motor. C. Unit shall be installed in a 36" x 36" fiberglass basin with provisions for incoming lines and lid with vena, discharge, electrical connection, all to be gas tight. D. Units shall be controlled by a duplex alternating control panel with circuit breaker disconnect, contactors, alternator, HOA switches, audio/visual alarm terminal board, all housed in a NEMA 3R enclosure.. E. Remote control shall be by pipe mounted mercury float switches. F. Queen Pump Company or approved equal. Engineering Data (flo� ' 3 - Sinks 5 - Water closets (flush valve) - Showers S1E�`E� P A or, 1 - Pri_n'-in {o ntal.n ��o �aGiN�C a, equals 51 fixture units = 50 GP11 Tnininr.n flay 4�'13,036 Engineering data (hand) OAI. W Finish floor - 169' Invert to manhole 172 F� ?6, j�bh/�o Static lift = 3' Citi L JO�A'1-1%� 150' -,un, 3" pipe = 3' friction loss Bas-1_n depth = 3' Friction loss - rdscellaneous valves & fittings = 4' TDK = 13' Pune flow @ 13' = 75 (NN 75 GRI = 3.15' per second velocity IF VAN D IMELEN 1 LOOIJENOA 1 OARRIOLE 1 KNAUP Consul Engineers 3933 SW KELLY AVE. / PORTLAND.OREGON 97201-4393/15031222-44S3 'FAX 248 9283 Job w ESTER fJ a&-T iTianW . .Job No. 0 2q_3 •o i Date, i O-7-G-9.a Phone Vwith C�A�y 1�1�cNo�s Co 5(o - 8253 25O - 3020 Mof3. Conference ❑ with Field . ❑ with Memo ❑ to Subject: A N l TfrR y IUI iU I-+�C�E — KSM -- -- - ---- ---- - A - IF INSTA L.,14 _ --- - - - -- 51 11; ._ [9U T_ - ----. _ _ ---- -- �� N � -_A --- SN�Lf--'T'?t� --Pou R 14 - - - ---- - -.�- -- `_ S LICE ROM - -- Distribution: _ --- - Sy K w fORKE & CIM13 G 2 N ! R A L C 0 N i a A C t 0 R S October 24, 1990 Mr. Fred Paintner Ankrom Moisan Associated Architects 6720 SW Macadmn Ave. Portland, Oregan 97219 Re: Western Partitions Dear Fred: The cost for offsite i:rprovements is as follows: 1. Drivewey entry & sZ 1,664 2. Sani'Cc'�I'Y fewer R W �� ` 7,lj 7m ' $4,1564 If you hAve any questions, please call. I Sincerely: Yorke & Curtis, Inc. PO--T CUI""`'� Dave Curtis DC:kh 10123 SW Beaverton HIlMalr H!ghwav,Beaverton.Oregon 97,003 501,646-2123 F+a 503 643.5531 Order No. W74961 Page No, 2 DE SCRIPT ION PARCEL I A portion of that tract of lard in Sections 1 and 2, Townshipconveyed touch. Range 1 West of the Willamette Merid4_an, Washington County, Oregon, Hunziker by Deed recorded February 19, 1943 in Boric 215, Page 193, Washington County Deed Records. said tract more par;.icularly described as follow: Beginning at a poln' on th� Southerly right of way line of S.W. Hunz i_ke r Road (a 60 foot right of way) which lies South 13037113" West 76/+.68 feet from the Northwest corner of the William W. Graham Donation Land Claim No. 39. said point also bears South 61°11'11" East 584,06 feet and South 28048'49" West 30.00 feet from the intersection of the centerline of S.W. HUMiker Road with the centerline of S.W. Hall Blvd„ thence South 28048'49" West 216.59 feet to a point on the North line of that certain tract of land sold by Contract of Sale to E.A. Reed. et al, recorded November 12, 1957 in Book 399, Page 626, Washington County Deed Records; South 61°10'31" East along said Reid tract North line 275.02, feet to the re-entrap corner on the North line of said Reid tracts thence North 28045116" East along the Nortlrrtest_erly line of said Reid tract. 78.27 feet to the Southeast corner of that certain tract of land :onveyed to Dontld Hartig and Doris Hartig by Deed recorded January 7, 1955 in Bcok 364, Page 450, Washington County Deed Records; thence North 61°11'11" West along the So::therly line of said Hartig tract 100,00 feet to the southwesterly corner thereof; thence North 28048149" East along the Westerly line of said Hartig Tract and along the westerly line of that tract conveyed to DonaLl HartigHunzilaer , et ux, by deed recorded in Book 308, Page 11, Washington County Deed Records, 138.37 feet to a point on the Southerly right of Dray line c.7 S.W. Road; thence North 61011' 11" West along said Southerly right of pay line 175.00 feet to the point of begi:1ning. PARCEL II A non-exclusive easement for construction and maintenance oa. 4n underground sanitary sewer force main on. over, across, through and un6tr the Fast 94 feet of a strip of land 10 feet oxide when measured from and at right engles to the north property line of the following described property A portion of that tract of lard in Sections 1 and 2. Township � South, Range 1 West of the Willamette Meridian. Washington County, Oregon, conveyed tn Edward C. Hunsiker by deed recorded February, 19, 1943 in Bode 215, Page 103, Waahington County Deed Freeds, ,did tract more particularly described as follows: Beginningright of way) which at a point or, :he southerly right of way line of SW Humiker Road (a 60 foot lies South 130 37' 13" West 764.68 feet from the northwest cc.rner of the 'rlilliam W. Graham Donation Land Claim No,. ?Q, said point also bears South 61° 11' 11" East 584.06 feet and Sr_:th 2a° 48' 4�" gest 30.00 feet from the intersoct4on of the centerline cif SW Hunziker 59 feeRoad t to aipo'^teocenher�orthne nf SW Hall Blvd. ; then a South 28 48 " ' line of t ar. certain tract corrveyed to E.A. Reid, et al, recorded November 12, 1� 57 in Book 399. Page 626; thence North 610 10' 31" West along said Reid tract a kk„ti r� J Order No. W74961 Page No. 3 distance of 218.15 feet to a point that is 120 feet South 61° 10' 31" East of the southeast corner of that certain tract conveyer: to Hoard Mtthieu by deed recorded August 16, 1943 in Book 221. Page 45; thence North 280 48' 29" East 216.55 fast. more or Iris, to a point on the south line of SW Iinziker Road,- thence South 610 11' 11" East along said south line a distance of 218.15 feet to the point of beginning. { Order No, W74961 Page No. 4 SCHEDULE E Exceptions from coverage This policy does not insure against lose or damage (and the Company will not pay coats. attorney's fess or expenses) which arise by reason of: GENERAL EXCEPTIONS I. a. Taxes or assessments which are not shown as existing I iens by the records of any taxir^ Authority that levies taxes or assessments on real property or. ',, the public records, b. Proceedings by any public agency which may result in taxes or assessments, or noticea of such proceedings. whether or not shown by the records of such agency or by the public records. 2. a. Easements, liens, encumbrances. interests or claims. thereof which are not shown by the public records. b. Any facts. rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in poeeession thereof, 3. Discrepancies, conflicts in boundary lines, shortage in area. encroachments, r - any other facts which a correct survey would disclose, and which are not shown by the public records, 4, (a)Unpatented mining claims; (b)reaervations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under. (a), (b), or (c) are shown by the public records. 5. Any lien or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown the public records. SPECTAL EXCEPTIONS 1. Taxes far the fiscal year 1990-91, a lien but not yet payable. 2. The premises herein described are within and subject to the statutory powers including the power cf assessment of the Unified Sewerage Agenry of Washington County. 3 . Waiver of including the terms and provisions tbereof. Recorded: APRIL 13, 1997 Recor,ler's Fee No. : 87018287 Order No. W74961 Page No. S 4. Easement Agreement, including the terms and provisions thereof; Dated: =ODER 4, 1988 Recorded: OCTOBER 13. 1988 Recorder's Fee No. : 88-45738 By and Between: ETHEL E. GERLACH, EDWARD R. HUMMER, and DORIS HARTIG. and KENNETH F. HAUSER and SHIRLEY J. HAU SER, and JAMES F. KING Re—recordedt JULY 17, 1989 Recorder's Fee No. : 89032086 Re—recorded: AUGUST 31. 1989 Recorder's Fee No. : 83-41138 08/13/90 cb I �p1 ;s()U : u ° .wSRDIA TERRAC 1700 / 1900� q.wi �rt y r_.tj o 1900 �. +YA.,+,< — + i0' [AfEMINt ,. 201 r r i yp •� IL9 48' / rF y 3 '„d, r v `102 kms, ' P. 1e�eJ 4 3 9r9 ,S rFW 2200 �` �� ti•a;oa / / '74c n 1p 9 2201 104 v05 4C. 0 234=74 2100 w f / ti 32 4c g? �, Cs. 3966 r?o n ~ W 250e N t 2'501 757.4c. 2400 A ! o” N ( C S NO 13 187) (C.S. No. 13219) w , ry pro v SZE MAP ; LS I I Portland General Electric Company C Date To: John Hagman City of Tigard PO Box 23397 13125 SW Hall Blvd. Tigard, OR 97223 From:Brian J. Moore 643-5454, Ext 351 Western Partition 4940 Re: Streetlighting Proposal - W (project) (job number) A streetlighting proposal for this project has been prepared. A sketch indicating the locations is enclosed. Please return a signed copy of this document as authorization for installation. Sincerely, Brian J. Moore Service and Design Consultant - Western Re,,ion Enclosures _ Date of Ap r6Va1 S gnatuC viestem DMsion-14655 SW Old Scholls Ferry Road—Beaverton,Oregon P7007-643-5454 �x - STREETLIGHTING PROPOSAL Name of Project Western Partition W4940 The proposed streetlighting equip,nent and charges for this project based on the current tariff, Schedule 91, Option as indicated below, are as follow!: STREETLIGHTS _ I B 200 22000 L - Option _ �y (a of Lts) HPS CobraLuminai•es, Bill Code 46156 ® $ 6.54 each - S 6.5/_/mo (Type) - Option (11 of Lts) L' HPS Luminaires, Bill Code _ @ $ each - S —_/mr, (Type) l—POLES I Existing PGE Power Poles .00 .011) (M poles) ® $_._each - S /mo _ - Option ft, �poles $ each - $ i/mo (Type) 'TOTAL MONTHLY CHARGE S_6.54 /mo -LINE EXTENSION CHARGE - Cost of Transformer, Circuit and Labor .00' S I Less Line Extensi,a Allowance 147. 47 S - Extensiot. Charge S 00 Customer Responsibility Sheet (Trenching & Misc. Equip,) 00 S (Equipment) Insta!t and Sell S 267.00 TOTAL JOB COST S 267.00 L w• I]KOMIL Zf7 )»T-5 C-?-iRTaZ UU-n CQ co m ((1D��1 DCLrYI � 4 5W1JS SIJ \11T��\LGQ 51 I 11101`1 _ ... .• "w.w"wwrtiw4..wrwrrwwY".wwrwrw�rNwr.+r-w...-.+................�,...... Post-It'"brand fax transmittal memo 7671 N of Page- ► Z Co. Co. I Dept. Phone N &3c 41 7I Fex M Z,7 /� `1 _� Fax N �+N4 - 7Z `i 7 10/25/90 16:07 $503 °94 7297 CITY OF TIGARD _ _ Q001 ACTIVITY REPORT TRANSMISSION OK TRANSACTION # 8091 CONNECTION TEL 2489263 CONNECTION ID G3 START TIME 10/25 16:05 USAGE TIME 01' 14 PAGES 2 NOTE: THIS TYPE OF MANHOLE SHALL E- USED ONLY FOR PIPE SIZE OF 24'' OR LESS. LOCATE MANHOLE :.OVER\ 6 FRAME UPSTREAM OF MAIN SEWER LINE FLOW — AS SHOWN. it' I It STIPS MAIN SEWER LINE: I P CAST IRON COVER _ ---� �Mi�TCH FINISHED GRADE OF STREET ® FRAME \ (See Standard Plan ) -- - _RISER RINGS VARIABLE SET FRAMf:' (Maximum I' 0" ) IN MORTAR ECCENTRIC MANHOLE TOP. PREFORMED PLASTIC GASKET STANDARD !8 — MANHOLE RISFriS �• • urJ.L_LL1114llaliiaar.a� • Z 48° FOR PIPE 24 ;;� :0�1'�•' ' 0' OR LESS —COMPACTED CLEAN ' co 60" FOR PIPE 27/ WELL-GRADED 3/4°-0 _ CRUSHED ROCK----�1` • - "�'• \ p OR LARGER _._ _�"�, 1, 1. :o••�� n e N > f MAx l �. �� ' 0'�• /�•UNDISTURBED EARTH __ ___ �..��j'. '2�::':';'; i :`•':•'q, SFT IN FRESH "INSIDE DROP: � � -- z a . 4 0-_ CONCRETE 8 MAXIMUM 2 0' oo • o o t? GROUT. 0 0 0 �o e 4n VERTIC1.1 DISTANCE, _•. 6T0 � 12° LAYER IMPORTED INVERT TO INVERT MIK - BASE MA TERIAL(3/4=0) STANDARD MANHOLE Uf io Unfilled 3ewereg9 Agency I MIN. 5" A G IN 2 LIF T5 - STREET AREAS I OUT OF STREET AREAS 5Al..i cur— EXiST1YG� SECTION RESURFACING VOF iS 4 0., e / eg "' . r, • ' • P / ASS C . / L A • BACKFILL • o ti GLASS 9 3/4-O GRANULAR BACKFILL 0 • •°• • / O . • / / X •• • v ••• v ' , �� p LU •b 1 O O w • o Ca N ct: CL t o � ��N o , •° •q e ° o Z S• � .e e. . •.a � We1 w '0 C', o PIPE BASE BACKFILL IN STREET AREAS L IFS/W 13 AGAINST CURB, FILL ROC•% TO BACK of s/W 2.IF S/W IS NOT AGAINST CURB, FILL ROCK 2'BACK FROM CURB PIPE BEDDING AND CITYOF Tli�/�IRD BACKFILL__ DETAILS / OREGONCFsicN I3Y AF"Z0VE0 DRAWN ISY GA =NTS LIATE DRAWING No. 8/30 ' 3 S-2 October 23, 1990 ITY Ankrom Moi.san OREGON Associated Architjcts j 6720 SW Macadam, Suite 100 1` Portland, Or 97219 f Re: Western Partitions (SDR 90-0020) Gentlemen: Attached please find one Lit of public improvement construction planet said plan(s) having been provided to the City for preliminary review. Our comments are noted thereon. Please make all necessary revisions and addrege all questions and, then, again submit fl-re sets to this office for review. Please provide the following information, so th .c I can prepare the permit documents: 1. Namo, address, and phone number for wicmever will be the permit apphicant. 2. Name, uddreer, and phone number for whome •er will be the contractor. 3. One construction cost estimate for the work to be performed within public right-of-ways. Also, attached, please final a handout which fur.:her descrit)ee the aforesaid circulation and review proc ,ss. Sincerely, John S. Hagman Engineering Technician dj/doc2.mst enclosure --�/ "I ( ►�rC�� �ec�) At Z4S- -� 0-vt 13125 SW Hall Blvd.,RO.Box 23397,Tigard, ')regon 97223 (503)634 I M '�4i� „NANIIIIII��� i WU61F4www�t�s++lRypMI11WIN.v- FR: ZAP, 0414 / • I R -- VAN OOMELEN / LOOLIENOA - McGARRIGLE/KNAUP cave Consulting Engineers 'J.0m., OZ95.p ay KLM I 1= - ' .. ' . i.. . ••..T": - :'�'4C'.va:V`t.^:i.+:: .,•" '.Vt:.1l�'IMdRMR1W:.A:.R'►•.:ttw.^-F1•St1Mi1M11H.'lrl,.NMDRi.'',s•r, �ToR M DF,'AiNA GE REc9u IRETa�tT'S _ . . C-xry of T 6.gez - m)A5 N 1N G 7aN C D u Arry RANGE 1 UlE5r -roWiJS N+/P Z S0UTf-1 6/6TOJ6 /011q STORM SEWER SERUCS SI7;-7 CAPRC/Ty 0,av U•ED DOWN57RCRM By It' C5P a s= 0.00554/Ff Tl*-Wer-ORE CAPAC17y OF 12-11 Ck DE-rEtimo� �5 �E.Bl,(�RED • : - FR AREA C0fJ-1P►6UTW6 ',�D DES 160 57-oR M : X5 I/612 7DM I- MCA : A = 5,5o A CRE-5 L . F VCWAC7c 5Loo�F- - -3,0676 _ -iME of CvQCM-M-ATiof,l T, = 15 N►N 12AiI..1Ffl[L 1NTENJI�I = 2,iD i�/fir RU/DOFF © = C iA = D.-15 ( Z, 1 oV 35 cg's TqE-R.EFOP E I r2" ,� LNE. 14AS 7WG CAPAci7y RP, A - RRiriF%L W7E45rT`I G = & = 5, = C' 9(o in /hr C ) FD�4 P>�aJELT �lt� (L7-p• RAiUFALL Iwo sdsn) PWZFrF CoErF-I UW7 C = 0.75 APEA . A -= i, oo A c,k c s Aum A s Lo FE : s = 0.o2 oo T7i `4E OF Cott CE1JMAr- G v: Tc PAiNJFPLL IKJI-&1SITY : 5,40 'In/hr RUNOFF : 0 = CLA = 0,-]_,) (3,4o)0,0) AL�WA�cE RUtioR: = 0,750.72 LE-TE!,TJD►J X O L-UtAF- REG)W RED V=- 7Gq cu ,fA , U, J co O LL N 0 O W W V r � o� O O F- CA ° z ° _O z p 0 zLU o W Ln ° ' �_ q D J LL r u Z W ~ to LL V ' O — z LL _O z Q _z t W O Q V O LU r LU D a cr w W U r N a � a " U ui ILI ' Job—VV -LFfZ1) T I I r, _ = VAN OCIELEN / LOOIJENOA/ McOARRI©LE /KNAUF c1°ri° - -- Job Na 0 3 .0 l ey Consulting Engineers Det• 9trwc No. DfZiF�CE /� - 0. 10525 _ 4.4„ lit, 076 ci C7 0 LR) If,4,5 3 2S a _ II �iIL3,Q iE 1.15 V = 4 _ -ILL. 25)� + 0.'5 ((a 8k 2e) +- rz(e)y( 3� SL 3 (0.00( 0.0!xo) 3 4- C 5 Z + Z-7 Z .11 I-, q 2 � cc'� c)L-U M E ;1pq (4 -DFprH -7 VOLU ME �RIF'ILF A = 0�Z o.c03��,a� (:� = 05 +'7" �Cd a0,�O'� 3933 SW Keuv Ave. / Portland, O"e_on 97201-4393 / [5031222-4453 / FAX [05031 24e-9263 OISTMIGURln{MAMUrACruaeaea paV.1 Qeatea QUEENPUMPhOMPANY 90-664-W Quote No. _.____.—___ September 2-4, 1990 705 N E.Russell Street Portland,Oregon 07717 (503)2a?7761 FAX(5U J)7e747J5 Date Ankrom Moisan Associated Architects 6720 S.W. Macadam, Suite 100 Portland, Oregon 97219 ATTN: Mr. Fred Paihther RE Western Partitions tq ff�RTING EQUIPMENT OR CONTROLS INCL UDED EXCEPT WHERE SPI CIFICAL L Y NOTED Prices erre .a d or no longer then 30 day• after albo" date. miens otherwise speclflrally no_.ed. We are pleased -to offer the following quotation on the above referenced project: One - Duplex submersible lift station to consist of the following: 2 - Little Giant 14SClM 1/2 HP, 1625 RPM, 120 volt, single phase submersible sewage pump. Pump design conditions are 75 GPM @ 13 ' TDH. 1 - 36 x 36" fiberglass basin with 4" caulking hub 1 - 36" duplex gas tight cover. 1 - Duplex alternating control panel. with circuit breaker disconnect, contactors, alternator, HOA switches, audio/visual alarm, terminal board all housed in a NEMA 3R enclosure 4 - PM10NO mercury floats. Package price each -- ---------------------------------- $2, 312.00 Prices are quoted F.O.B. factory with full freight allowed to ,jobsit:e. Please call if you have any questions or I can be of further assistance. Sincerely, QUEEN PUMP COMPANY H -Caulfield HC/ss ueen Pump Company does not accept liability for special. Incidental, consequential or liquidated damages. including Ogg of use or loss of profit unless specifically nen,tisted otherwis.- ­Jar to placement and/or acceptance of orde TERMS: Net 30 days on approval of credit. No retainages accepted. A Service Charge allowable by law will be charoprf on pHa' duQ arrnilnt9. No gondr or servires other than npecific.ally outlined above are included SECTION: PARAGRAPH - DUPLEX SEWAGE LIFT STATIOU A. Provide units as indicated on drawing. B. Units shall be duplex, submerF,ible type sewage pumps capable cf passing a 2" solid, mechanically sealed, cast iron pump housing, impeller and volute with protective epoxy coating for corrosion and rust resistance, UL/CSA labeled, stainless steel hardware and oil filled 1/2 HP, 1625 RPM motor, C. Unit shall be installed in a 36" x 36" f.' ierglass basin with provisions j for incoming lines and lid with vent, discharge, electrical connection, all to be gas tight. D. Units shall be controlled by a duplex alternating control panel with circuit breaker disconnect, contactors, alternatr)r, HOA switches, audio/visual alarm terminal board, all housed it a NEMA 3R enclosure. E. Remote control shall be by pipe mounted mercury float switches. F. Queen Pump Company or approved equal. Engineering Data (flow) 3 - Sinks 5 - Water closets (flush valve) 2 - Showers 1 - Drinking fountain equals 51 fixture hits = 50 GRI minimum flrxi Engineering data (hard) Finish floor - 169' Invert to manhole 172' Static lift = 3' 150' run, 3" pipe = 3' friction loss Basin depth = 3' Friction loss - miscellaneous valves & fittings = 4' TDH = 13' Pump flow @ 13' = 75 GPM 75 (04 = 3.15' per second velocity c...A . . . . . . . I I . . . . . . . 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( _ f . . . . . i . . . . . . . , . . . . . . i u' 1 i f I 1 ! 1 ! = W . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . i E5E , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i } 4 1 V 4 . . . . . . . . . i . . . . . . . . . i . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . I i ? ► . . . . . . . . . 1 . . . . . . . . . I . . . . \ . . . . . . . • . �. 4 4 . . . . 4 44 ` . . ' 4 . . . . . . . . . 11 . W . . , 1 . . , . . . . . . 4 . . . . . . . . . 5 . . . . . . . . . . . . . . . y........................ .............. .. i »» 1......................... ...... ................. . ... . . h I »..`... .... ... ... .. : ..,. . :.... ....................•. • . . . ..i.. ............................... ................................ _ ? 1 `... : ' 1 i :�. . 4 . . . . . . . . . 11 . . . . . . . . . 1 . j . . :W. . . � � 1 . . . . . . , . . I . . . . . . . . . . . . . . . . . . { . . . . . . , . . . . . . . . I . . . , . . . . . b. . . . . . . 1 . . . . . , . . . . . . . . . . . . PZO i°AYED SURFACE Di S. w. H!/NZ/E'ER sr. . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . ��,. : . . . . . . . . � . . . . . . . . . { -- -a 1 . . . . . . . . . : . . . . . . . . . 1 . . . . . . . . . �. , , . . . . . . . . . 1 . . . . . . . . . 4 . . . . . . . . . v I . . . . . , . . . . . . . . . . \ M I . . . . . . . . . I . . . . . . . . . } . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 11 k •. _ 'h . . . . . . . . . . . . . 5 :.'t . . . . . . 4 . . . . . . . . . 4 . 4 5 y b � . . . . . . . . . . 4 . . . . . . . . 4 O . . . . . . 4 . . . . . . . . . } . . . . . I \ 4 I 1 i I i . . . . t. . 4 . 4 } .......... . ........ ...... ............................... ... ? 4 -.. : : 4 `�1 4 . . of �` 4 ^ 1 1 �I x . . . . . . . . . . . � . . . . . .�. . . . . . . . . . . . . . . . . CON?"�AGT0.4 MUSS' NOT/fY D/•1�iVERS OF AL[ . , . . . . . . � � � Q . . . . . . . . . . o \ W . . . . . . . . . . . o W: . . ? , . , . . . . . . . . . . . . . . . . . . . . . E . . . . . . . . . . . . . . . . . . . . . . . . . �. i . . . . . . . . p r. .V r.. 1 . . . . . . . . . v O ! . . . . . . . . . . . . . . . . UNDE�PG�PO!/ND Ur/t/T/E,S f'OR AC'TUA[ f`fE[D . . . . . . . . . \ . . . . . . . . Z `r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . hl 5 . . . . . . . . . . . . . . . . . . . . . . . . 41 . . W Q �. b 4 1 W 1 1 , �. 1 . . . . . . . . . c � a. . . . . . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . . . . . � � . . . . . . , . . . . . . . . . E P /O ANY XCA AT/D `� j W C OC�DT S R R TE7 E Y N L W \ . . . �: p . . . . . . . . . . . . . . . . . . . . •crX/ST1NG 6�PO��VG� . . . . . . . . . . . . . Q0 . . . . . . . . . . . . . , . . . . . . • . . . , . . . . . . . . . . E , r ROUNo . . . . . . . . . v . . . , . . . . . . . I . . . . . . . . . . . . . . . . . . �� b . . . . . . . . . . . . . . . . . . . . . . . y .� W v � . . . . . . . . . . . . . . . . . !� I . . . . 5 . . . . . . . . . i ? { I ..... ...,. ... ... : : I ......•.. ... V.. ...... .... ....................... ... .. .. .. .. .. ... ......•..... .•....................... -4................. .................................................. .... .................... ............ ..... .. ... .. .. .. . y � w �. . I . . . . . . . 11 . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . { . . f . . . , . . . . . 11 . . . . . . . . , 1 I . . . . . . . . . ! . . . w�� � '� W 5 . . . . . . . . . 5 . . . . . . . . . ; . . . . . . . O 0 +�+ 4 1 . . . . . . . . . . . . . . . . . . . . . . 1 \ W � ! . . . . . . . . . . . . . . . I . . . . . . . Rf . . . . . . . ? . . O . . . . . . . i . . . . . 4 I 0• ►. � v 0tip . , . . . . . . . . . . . . . . . . a O h. . e o . . . . 1 . . . . . . . . . 1 . . . . . . . . . 4 . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . 4' q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V 4 4 5 4 p •1 W :. 0 -, W } . . . . . . . . . . . . �. . . . . . . . . . . ,Ss -O. / . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . � � � . . . . . . . . . . . . . ..i... . . . . . . ...1... . . ,.•� -EXlSTJ'N6. /'AhE/YENT . . . . . . . . . . . . . . . � � � OZQ . . . . . . . . . . . . 1.1;1 . . . . . . . . . . . . . . . . . . . . . . . . I . . \ � :1 � y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O /¢ . . . . . . . . . . . . . + . . . . . . . . . .�:O.D. I . . . . . . . . . . . . . . . . . . , . . •3 : . . .. . . . ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . ... ... .. ... . .. .. .......... _. ... _ __ ... _ _ _ •,�' . D-.�1T.��d' .P•P.' . .P../P.1� .3'4R. 3. . . . . . . . . ....: . . . . . . . . . ...................... . . . . . . . . : . . . . . . . . . 3 . . . . ? : hh . . . . . . . . . . . . . . . . 1 . . . . . . . . . ? . . . . . . . . . . . . . . . . . . . . . . . . b . . . . . . . . \ � . . . . . . . sem_ . . . . . . . . . . . . . 11? . . . . . . . . . . . . . . . . . . . . . . . . . . i - r�i 1 I 1 ►f . . . . . . . . . . . . . ., ,�. . . . . , �: . . . . . . � . . . . . . . ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B O-3034 , . l/.C. P/PE, S4R�;S•'. . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 �•^ 1 0..............................a.......................................:............. ........... ....:.. . .......... ......... 4 4 . . . / O . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D- O.O/QD+ B .7034 P!/C. P/.°1E, s0w fs Ri I N I j \ 11 . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . s . . . . . . . . . . . . . . . . . . . . . . . . ,i ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b i ? ? ! ! ! 4 i 4 4 i 4 4 4 ! 145 . . ? ! . . . . . . . . h . . . 4 W ►� \ 1 a . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 j e*oo stoo •ono �'" 'alv �• _ s' ,c..oo /,�aa 3 _ �� � .. 171..... .. .....k.... VO . 7 s 5 PERT �. :....... ...... .... : ......... GENER4L NO TES _.•..A,oprox. location of �X%S1inq S1�ee/ /iq/�l /. .9// ��on.strvcliov s,la// rnr�for/r to the ry/es acrd requ.'ations o�'1I�e Unified � �- •� n � Sewcra9e s'ge�acy deo' rite City o�''Tigard. , C r / s /S VEM 2. E/evatio�s are daseo' oil 1//e ix7/el h7xer/ elevation rme SOS o/' exi s/in9 NSf fA P�.OVT /Sr G.PA inga//O/e wo. 1 ,�t�gnho% Ne. 3 on C%ty of T/9ard Ed peA01?l l9 - S&n/tory " ..CO No• ,� � l CH EX sewer as �,o/g�sJ . N /� A ' / �/.q �M f 3. A,% existing Uf/%�/es drains nit sad,/ec1 to aclvgl Pie%' locale wh/ch is J 6 t. '"I ` /E' f /6,9 the res oons�e//ilv of the !o�liecrbr E-rca�ator must evmaly &///,00l O•.Qs f ,,/.9.0 /' �, 1 \ �lM Q.\ 757-64/ /c R�cA 6 � �• 8 � �� � ac ewer .'0 7sa/ de - O .P CO#Sf 5 Sr ,/0 r5 \:•� ��'.`, �ra`� Cit of ri grd .S�C�ur . No. S-2 Allached . 6 da fi/ a rbtrin with N No. ' /S8 , , � 2r S ,o . e sh D .� 34, � M 00 T �� ' rs� �� , . `�, } �`,;,� 3. /!?ao/lo/es fA&11 ,Oe ,a-ecosf concrete, aB"Dia. ,45.TiY e-479 aid ",P//Lrr �dBC q� )t F, /nateria/ ///0 6. Trar'fic 'tow on .S. W llew7zikcr S/. env l dA '•t•�'� O E �, ` �� �` �� O v ' S a a e 8// 1rinCS; Trg/'l/C \ ' o Conl'�"o de ices ar�d t/a9�ersoas �vs1 De in,o/ace,prior /h sferlii/� irk / 16 2.$ � rG,07t 9',.•;ti, ,,.1595� `� ,�� •., \� and rrwsl De o�ii/lgir�ed duriil� uror.�. /Yo uror.�s/�g// oerur in /Yaaz/.�cr S1 g a P \ \, _ �;� , Detore 9•'00 A.M. or after -3•,;�o Fel Ca�trI* shaAoll aids 72/x► advance e•sTUBOVT'- '� / ', / `p `" ����` police 10 elerger7cr ser�rces a enc/mss of i��/�e�t coos>rvct.�on ac>,%�i�y � CONSTRUCT B •�B �6" . o Asa'•, . ; �� and <s'ha�� no1`ii" 1f�e crf s /i/s e�toi'as urea/ A rrs/"1�'c contig/ /erg //a// .� TEE � STA. 3 /4.0 •""•., Z 6 P �� o •�; � �. .\ � 'dB r' ,1 o de sudo�itled l0 1he Cif for .''evisur and eP,oroa'a/ ,oi 1or to starling r52. i-,ry .0 `\ \� �, \��o.\` h'ti9 7 Doe as-.dU//l /A lar � 16Q � �i � /r• �11-3 Dy the deve%,oma s Evgii�ee � r�'2 t ts�,o �/ � \ ., �� o �, �, �\�..�' `.�` 8. 7'l! insoeclion end eir tetsf of rhe seuisc /ix is reQai,'cd. A coot' oP tite� �r �' � "� �' � insoeclion and air test reoorl gad a !!/Y.�: tem �nvst De prov�o'ed t!� file C%l'�/ 110/- lvv%e&l awe &oA1vNd/, t �' �•~�- f �' �lip .1 A// exislinq curd, s/deur&/k, sllrel, elc. she //dei reoai�d /b egva/ of " "� -o -� \'. �• better t/�eo a ri sting condition. A h&rd sc�face Pe'lc/l /s repo/red on 1he 0 T 7 RM A4 HH / R 3t' / \ =o �" r o .y l l e o e rbc 1s2• sfo lrc p �., .. Tec & he od f ech d8rs &rant. ca: O �) Gip 310' szmrR CASEMENT 1t� / 3 , s 5 r 59'' :�. \ . is The �'or�tracfor is resoonsi6/e for final site c%aouo &nd anoroorig,�'e o Ti'YE C/TY 0.1c T/GARO PIP t `, "•" 001 Ale tl"440 15 . . / 9 V g g v, Y. C\ ,�� D� D CIS �.: / 11 Op' `\.,\\\ \ A/! /�/VA� 5 �e APR 6 1991 Go •,/ 3 _ - � •t„ ���� SES p� EMO l6 fi - 26FO p. /ti y, j5 y¢ �`\\ \ ,� a, `��;\\ R BAS p /4 6 8 CITY �F .T1��, / OVf I r� p / 3 � �� � •.............. ..../N[ET •�-•�, \ Ig r N• No. 1 48'S \/�.`'„�I.N�F � 0 \' . M /N - / $/4 8,10 G'/ T Y �/F T/G.4 R� 40 X11 1A, CONSTRUCT NEN!.. .•- ROP f' ..`` NEYy l S. !7! f �' ,:;r.�" �.6-�• /N[ET C//AN/VEL sl�E D o 6 / rR er l OfP6•/ ¢8.PV/„�r).._.. p'301P� r ,y.a y .� s st 'l 6 P �,� ,. 5�4�1//T.4R Y SEWER 2e. �I •_..t•� � s4 COA(5 N� 8 0 3/ lE� �X/� � PV pR 0100 f +�Q.O 5 ,45 ' �> � •�'r ,5�� '�"r��•9 ... M . IN 'l5 Q� (�!A � 5,0 �"' - - dC 4 l 4l/T[ET /.Eg� ?y ^„ ��, Q/ a P6 .7/ REIN/SE A///No.P / O!/1fA[[ GRADE lb EX/ST/� S MW*Vh 1[f coys�R S r 5 /E o��a 65 ` ✓ R/M - X56'6 .�•" / dr ••. N � ":� �\;, ,, , \ ,, n, E 'M- OV l �Sr,BO \w_/�,?�� �._.r,y�� PLAN V/Ei�V \�\ \" Rst�9 s CF?ASE, JONES & ASSOCIATES INC. l t�B e E /S T/N OL N X G M�JNh/ E' �.. , ` , MARSHALL BROTHERS 9 Q �' t �. �� ��� ��, � (t sit 5.1967) ��2 �eoo aw.�vtr+w�� poRn�wo,o�ooN or1o� t'6 B.4S� MDDi, /C.9 T/O/V �j NO - 49C,4LE � "` (t9a7 119!7 GRE AM PORTLAND j503j 669-1234 r r 44 BOOTH &WRIGHT 57.a SETON,JOHNSON A ODELL PROJECT NO. lf, SECTION DATE (torr-11963) 806/ FEB. 27, /99/ CF{�1BE,JONES • ASSOCIArT . OPN PERMIT N0 . 394-9U TES,INC. DRAWN By CHECKED elf SCALE (1003- ) R.A.F. E.✓ONES' A3 SHOW4t id'T3%fli TNA1NMT4kISINOTATION I I I I fi I 1 =., .•I.„ "�4 28X311/ +� 280� �� � 11 11 1III II II I I I I I I ( I I I I I I I I �'N I I I I I i l l l l l I ,I � � � ;I i � il � ili � i � i � i � l ii � ii it � i iiii i ii1 1 1 1 1 1 LL II LL (.-� 6 -_ 7 8 � 9 10 11 �Z IT, IS DUE TO THE QUALITY OF No 36 TiiE ORIGINAL DOCUMENT. - -- -�-- r - --: £ 8Z �8Z LS Z Z bZ E 'I. >l; IZ Z 8T Bl Gt 9T 4II fiT Ei ZT tll t 8 L g Q f E Z 1111111�IIlllll�111111111111IIIIIIIIII IIII Ilillll 1 1�..II 1 IIIIaIIIIIIII I II�IIII111111I�IIII III il���� ���� �I��I���� ����I�III 1I1�11�1����I���� �� ll���� ���II���� ��III��iI ��illilil iiiil�iil �1��1���� ����I���� i��� ���� ���II��� l 1 1 1 1 Illi U IWl Ul 1 1 1 1 I J ll Ill l I I ll,i 1 a.l IF The . N_ Eliminators from Little Giant" 14S Series The Eliminator submersible pumps from little Giant are specifically engineered to handle the tough ` demanding tasks of effluent and sewage waste transfer with high ~ efficiency and long term dependability. 8 The Eliminators— USA Series-- include pumps for use in Residential, Commercial, Industrial and Agri- cultural applications with light to medium transfer demands For de- watering,effluent waste,wastewater r� and sewage handling where such materials must be moved upward r from a collection area to sewer or ,M septic lines,or drainage areas,the Eliminators are an ideal solution. l x. 14S Series Features: • Handle liquids with 2"solids. ' • Cast iron pump housing,impeller and volute with protective epoxy coating for corrosion and rust resistance • oil filled motor housing for lifetime mechanical seal and bearing lubrica- tion and efficient heat dissipation 6_ e StainlP3s steel screws,bolts,handle and seal assembly • Mechanical-type seal(stainless steel spring,nitrile parts carbon arri 14S Series ceramic faces)with secondary exclusion .eal For Residential, Commercial, • '%r HP, 1625 RPM,ball bearing motor Industrial, and Agricu''•_Iral use,. with thermal overload protection The model 14S Series Waste no❑i i i ni_in` • Permanent split capacitor design water and Sewage Ejector pumps handle liquids and solid • Capacitor and power cord dorm tions isolated from oil filled motor waste materials up to 2" in housing for ease of field diameter. Pumps feature either a oo El[in maintenance 2" or 3" FNPT discharge with a �_A • Dynamicallv balanced two-vane non- lift of 25'. Heavy duty cast iron clog impeller with pump-out vanes to constri-fiction and stainless steel keep solids away from seal for less seal and bearing wear hardware. • UI-/CSA listed Model 14S-CIM (Manual) The Eliminators Tough, Reliable Pumps for Tough,Demanding Jobs. Little Giant"' •�. wage Pumps • PE=_1 = v 15 FT. 1 + 6.92 I I ; 17.1` 9.89 \� 8.75 2.00 14S Series MODEL CATALOG SOLIDS SIZE SHUT OFF PSI PWA CRD -WEIGHT NO NO DISCHARGE LISTING HP VOLTS PHASE Ht. SPEED AMPS/WATTS (Die. (Ft.l (Ft.) (Lbs.) 145 CIM 514050 2"FNPT 2" UL CSA 115 1 60 1625 RPM 11 6.1100 25' 108 11i90 1493 CIM 514060 3"FNPI 2" 1oL/CSA 5 60 1625 RPM 116/1100 25' 106 15 AO 14S Series Pump Performan^e Curve 115 VAC 60 Hz CAPACITY— LITERS/MINUTE 0 120 240 340 440 25 7.5 2 6.3O:v 15SIN 5 to w v7 10 5 — 1.3 INDIVIDUAL ACCESSORIES,CONTROLS AND PRE-ENGINEERED SYSTEMS 0 ARE AVAILABLE. 0 30 so eo 120 150 CAPAC Y-- GALLtN1S/)AINUTE UP. O. BOX 12010 • 3810 N. TULSA t OKLAHOMA CITY, OKLAHOMA 73112 nuMn y CDMMNv BUSIODuar (405) 947-2511 • TELEX 947519 F0RMw9943,t Ot;B9 TR{IA1lO1I�ROOYCTlCOMMNY aeik. el has added a matched metal molded sewage basin to its line the OR FIBERGLASS ' a FEATURES: DESIGNED for either simplex or duplex sew- age pump systems PRECISION MATCHED DIE molded under 200 ton pressure for uniform wall thickness and strength BOLT-ON CAST IRON CAULKING HUBS can be installed in any location at factory or in MODEL 3636 the field Shown with 36DI Duplex Steel Cover WEIGHT of basin - only 65 pounds for ease of handling Inspection cover can be removed and replaced VIRTUALLY indestructible with mechanical alternator switch and stand SIMPLEX OR DUPLEX steel covers available or single pump level control and stand. to meet most requirements NOTE: Fiberglass basin or steel cover available separately. k('� P.U. 1024 'l SOUTH 6ENC`,INDIANA 46624 ENGINEERING DATA -42"Do- I \6-3/8-16 Thd.Inserts on 38%8.C. 40"ID — Equally Spaced --361h"to 3/6„J dOu TVP o 12”Std. / 4.94" 36" 8X" 187 Typ. I a, --35X"ID- - ' MODEL 3636 (Approx. 157.5 gal. cap.) HUBS: SIZE AND TYPE AVAILABLE (30,01;0 psi cast iron) NOTE: UNLESS OTHERWISE SPECIFIED HUBS WILL BE FACTORY INSTALLED 12" TOP 4" • CAULKING HUB TO CENTERLINE. 6" • CAULKING HUB Pit Tensile Strength Dry 14 Tensile Elongation—percent ASTM D638 1.3 10" psi 2 hr. boil ASTM 13 30 day wet D638 12 Izod Impact (notched) ft. Ib./in. ASTM D356 10 Tensile Modulus Dry 1.1 10" psi 2 hr. boli ASTM 0.9 Heat Distortion @ 264sl F ASTM D648 400 30 day wet D638 0.9 p Flexural Srength Dry 25 Thermal Coef. of Expansion @ 190F ASTM 0696 20 10+ psi 2 hr. boil ASTM 20 30 day wet D790 19 10--" in/in/"F @ 40111' 29 Flexural Modulus Dry 1.1 101, psi 2. hr. boil ASTM 0.9 Flammability in min. ASTM 0635 .71 30 day wet D790 0.9 Compressive Strength Dry 20 Rockwell M Hardness AS;M D785 94 10:1 psi 2 r, boil ASTM 18 30 day wet 0695 18 Compressive Modulus Dry 1.7 Density Ib.,/cu. in. A'TM 0792 0.058 101' psi 2 hr. boil ASTM 1.5 30 day wet 0695 1.0 Specific Gravity ASTM D792 1.61 Shear Strength Dry 14 10�' p3i 2 hr. boil ASTM 13 Transverse load Test ASTM 497 2,000 Lbs. 30 day wet 0732 11 •" Tect conducted by Shilts, Graves & Associates, Inc. / Materials Testing Services / Notre Dame, Indiana Registered P.E. Indiana -t2988 / Certification copy furnished upon request. List of State Approvals furnished upon request. These products conform to all the requirements established In Product Standard PS 15-69, National Bureau of Standards Department of Commerce. Washington, D.C. Jackel reserves the right to make changes at any time, without notice,in prices,materials, equipment,specifications and models and also to discontinue models. Form 761703 . 'd.::t7��IL+i:.1.�kIVV4,Y-adi.Jd'o..rir.st�vwL...:.:r.ti�'+�iuPlLwe>YbJ4'vs'L+�tl�9�'371i:��'�'��,�Ijjj�'RAMI.'OiiIM'-IMNM;'W�g1�y�M1�IM�M1ibLt;.sRxr-,.,„ ...-w.�naririwwYr,MrMwa. PRESSURE SELECTRIC, INC. SEWER SYSTEM 1311 3rd St., P.n. Box 271 CONTROL PANELS Umatilla, OR 97882 (TYPES "PSS" & `DSS") SINGLE PHASE SIMPLEX/DUPLEX CONTROL PANELS These control panels are specifically designed and engineered for pressure sewer systems. Only tap quality components are used to assemble these automatic control panels. The control panels are designed to be used with mercury float switches; but can be operated with other dry contact switches. Inrludes Audio Visual alarm. SPECIFICATIONS: 1. Enclosure — Fiberglass enclosure with hinged cover. Nema 4 classification, or Nema 3R metal, must specify 2. Disconnect — Circuit breaker sized for proper motor rating. 115/230 VAC 10 rated. 3. Thermal Overload Protection — Should be included in the motor supplied, unless required separate 4. Contactor — General Purpose Type — Maximum 24 amp 1 HP 115V/2 HP 230 V rating. 5. Alternator — Installed in duplex panels only. 6. Hand-Off-Auto Toggle Switch — Mounted internally. 7. Audio/Visual Alarm Circuit — Mallory #SC110 audio alarm mounted in the base of the enclosure. Push to Silence and red 7/8" alarm light mounted in front of enclusure ( 8. Terminal Block — Includes terminals for incoming/outgoing power, receive leve! sensing from mercury float switches. 115/230V 10 SIMPLEX/DUPLEX CONTROL PANELS INCLUDES. Nema 4 Fiberglass or 313 metal enclosure, Circuit breaker disconnect, contactor, alter- nator (duplex only), H-O-A selector switch, audio/visual alarm and terminal board. Type '— Horse Power _—Part Number _ Size V Weigi t — Simplex'Metdl 1/3 to 2 PSSM/002- 10 x 12 _ 15.0 Simplex/Fiberglass 1i3 to 2 PSSF/002- 10 x 12. _ 13.0 Duplex/Metal v 1/3 to 2 DSSM/002 12 x 14 A ' 21.0 Duplex/Fiberglass 1/3 to 2 _ DSSF/002- 12 x 14 18.0 Options: Elapsed Time Meter (mounted inside) Y Cycle Counter (mounted inside) Run Light Alarm Light - Dome or Pendant style Padlockable Latch /1f'H!L "00 c ekel a 2'oR"VENT FLANGE W/SEAL P.o.0 1(124 10 HOLES 9116'C)A FOR STD.PIPE(4 AVAILABLE) South(lend,IN 46424 C - Hsrriftn Road ELECTRICAL CORD SEAL plant 1 Mishawak,IN 46544 --0.314 0.314- (SINGLE OR OOI:BLE HOLE) Tet;210126.ti6634 Plant 2.199 state Line Rood South pUmp TVECO EIRSArS/18�HK 00 P BOTHTel:2191232. 48637' 7 14 8 •6ro 12.666 YP i i \\ S DII.HA GEOFLAN EH 20 -- •\ I WITH ORING FOR STD PIPE I-Iti ~45' \ 1 _ (4'AVAILABLE) " Model 36US \ Square MOM SPLIT i \� 1126 —3/6-16 NC ME MD.CAP SCREW Iz.666 �rYr TY°, O7 DIA BOLT CIRCLE. Two 16"Dia. Pump Access N 1 - Openings r Approximate Weight 115 Lbs. 12.886 16-DIA.PUMP ACCESS lOPENING. TYP(2) _j - 40'SG-KI/4'THK.STEEL — _.� p(.No.37 C ' 2'OR 3'VENT °CANOE eke ` 40 DIA.I/4'THK STEEL--- -'-� FOR STD.PIPE(4 AVAILABLE I FM P•o•Box W24 ,•— _p —9.31 South Send.IN 46624 oNHOLES ES 9/1DIA BDI _ELECTRICAL CORD SEAL SINGLE OR DOUBLE MOLE 1 ISIDIAGTYPACCESS I' I-"Fv�B uu ggpp Mode136D1 I♦ TYP .� I S'D Ar 3/16'THK.TYP(21 I•I!2 I I I - I I� Duplex With 1114FM1lon DLIV f114liaE2'2 0H�'DISCHAROENG SEAL Two td"Dia.PUMP AaoesS \ Y TYP FOR STD.PIPE l4YNAILABLE) " ppani Dw inspections nspect alaOpSnill Q I:-3►e D. 20 I e SM �` �� `-- °aew oN ftiA CAP . Approximate tNaigM Y5 Jas. i 316.16NC HEX HD.CAP SCREW(4) �. 60 TYP } f INSPECTION COVER CC)Vrp WITH p,•• 1 COpr)F1 DI OATPSis SWITCH BASE ORDFR SPECIALOpI SEE DRG NO J-179!-281 8•DIA OPENING FOR I IF MECH ALTERNATOR STAN[' WITH SMP INSDECTION OP LO-3/4 FOR jfpF SPEC�IAEP iAPM IS DESIPED 1 DIA.FLOAT ACCESS. §�€ RG N It83-6J R —10 — of N&so SQUARE the rgrke!re.erves rImhi r^ f • aekel JACKEL 3711 P.O.Sox 1024 WAIERTITF. CABLE CONNECTOR South sand,IN 4x424 (MUST BE ORDEREC SEPARATELY plant 1•tti314 Harrison Road e-s/e,.135 THK COVER STATE QUANTITY IEQUIRED) Mishawaka,IN 401144 3/4'STD HALF COUPLING Tel:2191266-6634 WELDED IN CENTER ON plant 2.1a1M Stats Lina Road UNDERSIDE OF COVER w South band,IN 40037 FOR CONTROL TIE-OFF , Tel:2191232.1409 4 HOLES 51161DIA- _ ON 5.1311e•DIA B.C. - srB ';^101 J•1T9w105 -- - - — �1 1 318 fr -� Mercury MERCURY SWITCH -���" ( —� -- �' Control Cover (FURNISHED BY OTHERS) One Piece Round Cover 8.6181,Dla. —_i- T r/P - -- 1/2'N P T Four 1/2-14 NPT Tarps (4 PLACES) for Cord(trips Welded Coupling for Control Tie-off (3FURNISHED BY Ot ERS) Used on the Following Covens: J 24DI 30DFl DESIGNED TO FIT JACKEL COVERS AS FOLLOWS , MODEL 24 DIApNroximnte Welght 1-1/2 Lbs. MODEL 30 DF f W N&SO �� 1l ' a �kel JACKEL 41711 - P.O.Sor 1024 WATERTITE CABLE CnNNECTOR (MUST BE ORDERED SEPARATELY both band,IN 46e24 STATE QUANTITY REQUIRED) I/2 ^ e 9/16 DIA- (4 HOLES) 1/2 N.P T (3 PLACES) T71roP Model J-I'M.102 TYP , Mercury Control Cover One Piece Rectangular 0' X 13' <1 3 e,/ 13/ Three 11214 NPT Taps for Cord Drips Used on Model 38 DCII / Cover Only v' �e ApproxilmabWtdq ht 3.314 Lbs. F, DESIGNED TO FIT JACKEL F COVER.-. MODEL 3e 0 G 1 MERCURY SWITCH \\ Fi1RNISHED BY OTHERS ?"`•. i • µ ^� DESCRIPTION SHEET See Pace 1 for vesting and encum!�rances, if any. ' Description of the tract of ?and which is the subject of this report: A portion of that tract o1 land in Sections 1 and 2, Township 2 South, Range 1 West of the Willamette Meridian, Washington County, '! Oregon, conveyed to Edward C. Hunziker by Deed recorded February 19, 1943 in Book 215, Page 193 , Washington County Deed Records, said tract mors particularly dtascribed as follows: Beginning at a point on the Southerly right of way line of S.W. Hunziker Road (r, 60 foot ri.gllt of way) which lies Eouth 13° 37 ' 13" West 764 . 68 feet from the Northwe3t corner of the William W. Graham Donation Land Claim No. 39, Raid point also bears South 610 ill ill, East 584 .06 feet and South 28° 43 ' 45" West 30.00 feet from the intersection of the centerline of S.W. Hunziker Road with the centerline of S.W. Hall Alvd. ; thence South 28° 48 ' 49" West 215 . 59 a feet to a point on the North line of that certain tract of land sold :A by Contract of Sale to E.A. Reid, et al, recorded November 12 , 1957 3 in Book 399, Page 626, Washington County r ,ea Records; thence South 4 61° 10 ' 31" East along said Reid tract North ' ine 275 . 08 feet to the :' re—entrant corner on the North line of said Reid tract; thence Ncr.rh i 29° 45 ' 16" East along the Northwesterly line of sr.id Reid tract :;Lr 78 . 27 feet to the Southeast corner of that cer.tair tract of land i conveyed to Donald Hartig and Doris Haztig by De(-d recorded January 7, 1955 in Book 364 , Page 450, Washington County Deed Records; thence North 610 ill 11" West along the Scl—herly line of said Hartig trace 100.00 fee,. to the Southwesterly corner thereof; thence North 280 48 ' 49" East a'ong the Westerly line of said Hartig 114 Tract 138 . 3.7 Feet to a point on the Southerly right of way line of S.W. Hunziker Road; thence North 61° 11 ' 11" ;.est along said Southerly right of way ling 175 .00 feet to the point of beginning. ------------------------------------- --------------------- M j V s 7F of EG,)N County o:Wasysvon j ss f,Donald W.Mason.Director of Assessment and Taxation am Fteccroer ul Con• ceritty final �+ me wuh ce"nfor rlll*tf yl received And record y county. tN of Ex. or cou Doc 900301 Rect: 34524 158. 00 06/12/1990 09: 59: 13AM Report No. 34-146755 KR/mlw Con' r Preliminary Report Only MAY4 ( ' 90) AGREEMENT FOR EASEMENT For Construction and Maintenance of Storm Sewer THIS AGREEMENT made and entered into thisday of&L�G- 1988, among ET:!EL E. GERLACH, EDWARD R. HUNZIKER, and DORIS HARTIG, hereafter collectively referred to as "Hunziker Family"; KENNETH F. HAUSER and SHIRLEY J. HAUSER, hereafter referred to as "Hauser"; and JAMES F. KING, hereafter roferred to as "King", W I T N E S S E T H WHEREAS, the fIunziker Family is the owner in fee simple of the following described real orooerty in the City of Tigard, Count? of Washington, State of Oregon, to-�ait: description is attached hereto as Exhibit A and incorporated herein. Said premises is hereafter referred to as Tax Lot 2200 of Washington County Assessor's Mac ZS1 !BC; and WHEREAS, Hauser is the owner of the vendee's interest and Hunziker Family is the owner of the vendor's interest cf the following described real property in the Cit':, county and state, to-wit: description is attached hereto as Exhibit B and incorporated herein. Said premises is hereafter referred to as Tax Lot 2ZC1, Washington County Assessor's Map 2S1 IBC; and WHEREAS, King is the owner in fee simple of the following described real Property in said city, r_o­nty and state, to-^.pit: description is attached hereto as Exhibit = and incorpor-ced herein. Said premises is hereafter referred to as Pax Lot 2400, Washington Countv Assessor's Map 2S1 12C; :.rid WHEREAS, the parties desire to memorialize their agreement as to an easement granted by King to Hunziker Family and Hauser for storm sewar purposes. NOW, THEREFORE, in consideration of each party': grants and agreements hereinaftez described, and other valuable consideration, each to the other in hand paid, the receipt of which is hereby acknowledges: FIRST: Kina hereby grants and conveys to Hunziker Fami!;• and to Hauser a non- exclusive easement for construction and maintenance of a storm sewer o,: , over, across, under and through that portion of Tax Lot 2400, as described on i:.'iibit D attached hereto and incorporated herein. Said easement is hereafter referred to as the King Easement. SECOND: Said construction and maintenance shall be by and at the expense of the Hunziker Family and Hauser. The improvements so constructed and maintained through that portion of Tax Lot 2400 shall become the property of King and any successors in interest to Tax Lot 2400. said easement shall be to use and maintain in common with King, said storm sewer improvements, and shall benefit, in addition to King's property, Tax Lot 2200 owned by Hunziker Family, and Tax Lot 2201, owned by Hauser. The existing catch basin and storm drain may, pursuant to this easement, be accessed and used, accessed and modified in Page 1 - kGREE.MENT FOR EASEMENT accordance with Exhibit E so as to effectively serve Tax Lots 2200 and 2201, in addition to properties presently served by said existing facilities located in said easement area. The Hunziker Family and Hauser warrant the storm sewer to be constructed on Tax Lot 2400 to be of ecaal or better material and capacity than the now existing catch basin and storm drain. The Hunziker Family and Hauser shall indemnify and hold King harmless from any liablity arising out of the construction of said storm sewer, including but not limited to the payment of any materialmen 's liens. The Hunziker Family and Hauser and respec-ive successors in interest shall henceforth maintain at their expense . .omprth-nsive general liability insurance in the amount of FI7E HMIDRED THOGSANr DCLLaRS ($500,000.00) , covering said easement, naming Kina or his successors as additional insureds and provide Fina or his successors evidence of the same. The Hunziker Family and Hauser shall provide King or his successors evidence of workmen's compensation insurance for any workman providing maintenance or ccnstrcction on said sewer line before such :pork is performed. THIRD: :causer grants and ccnvevs to Htnziker Family a perpetue.�, non-exclusive Aasement to construct and maintain a storm sewer pipeline along, over, under, through anc.' across, a strip 10 feet_ in width adacent to the southwest property line of Tax Lot 2201 extending 275.05 feet, more or less, from Hauser's east property line to Hauser's west propert? line. Said easement is more particularly described on Exhibit F hereto attached and by this reference incorporated hereii.. Hauser agrees that the fulfillment deed for Hauser's j contract of purchase from Hunziker Familv shall reserve said easement for the benefit of all of Tax Lot 2200, j FOURTH: Hunziker Familv agrees to pay all costs and expenses of initial const--cticn and/or modification of storm drain system to be installed along the southwester•, line of Tax Lots 2200 and 2201 to a manhole in the easement granted by King to access the storm sewer in that easement extending to Hunziker Rcad. FITTH: I_` King, within five -.'ears of the effective date of this agreement, desires to move the location of the existing storm sewer line, King will grant such easement modifications as may be neces.sar_, to provide continued storm sewer drainage from the Hunziker Familv'procerty and the Hauser property to Hunziker Road. The Hunziker Familv agrees that it will. pay 50% of the reasonable constrilctien cost of relocating said storm drainage across King's prop rty to Hunziker Rcad, if moved within said five-gear period. ^his obligation shall be Personal to the Hunziker Familv. SIXTH: This agreement shall bind and inure to the benefit of, as the circumstances may require, not only the immediate parties hereto, but also their respective heirs, executors, administrators and successors in interest as well. The obligations and benefits hereto shall run with the land described. SEVENTY: -he maintenance of the storm sewer to be constructed across tax lot 2400 as described above, shall be a shared res"nsibility of the owners of tai; lot '200 and 2201 described herein. The ebligat'_on tj share maintenance costs shall begin when storm sewer access and modifications have been ccmpLeted. Said Page 2 - AGREEMENT FOR EASEMENT 1 If ... ..., ...�wxHi\►tlWYYM�'1�'1�4�1ItlHWWMr/r�w. 1 maintenance expenses shall be shared 1/3 by Hauser, and 2/3 by Hunziker Family, though each shall be jointly and severally liable to King f,)r 100% of said expenses. Subsequent owners of portions of tax lots 2200 and 2201 shall share expenses in proportion to the area acquired of the same and be jointly and severally liable to King for 1C0% of said expenses. Hcwevf�r, in the event the required maintenance is the result of excessive or, improper use by tax lots 2200 and 2201 or future portions thereof, or damage caused by the owners or occupants of tax lots 2200 and 2201 or future portions thereof, those maintenance and repair costs shall be borne exclusively by the owner of the property from which the damage resulted. The Hunziker. Family and Hauser and successors in interest of Tax Lots 2200 and 2201 shall indemnify and hold King harmless from any and all maintenance required, or anv liability arising out of maintenance performed or resulting from nonperformance of maintenance on the storm drain system to be contructed on Tax Lot 2400. Thisprovision shall not be construed to exculpate King from liability to repair damage caused by King or his successor, except for wear from crdinari use of said fac'.lities. EIGHTH: T,ie easement gr<;nted above by King shall crntinue in perpetuity, subiect to revocation under the following conditio:is: (1) Non-r_omoletion of storm-sewer constrc,ction within six months of the date of this agreement; (2) Any breach of the above obligations by the Hun^iker Family, Hauser, or the successors in interest of Tax Lets 2200 and 2201. The Hunziker Family, Hauser, or their successors, shall be entitled to written notice of any act constituting a breach and not less than 50 days within which to cu):e said breach, before said breach may be affective to cause revocation of the easement. NINTH: In any suit arising: out of this agreement or ea:aement given, the prevailing party may recover its further costs and attorneys' fees incurred in such suit, and on appeal. TENTH: in construing the foregoing agreement, the plural shall mean and include the singular whenever the context so requires. ELEVENTH: in additional consideration of this agreement, the Hunziker Family is paying, concurrently with the execution of the agreement, King's attorney fees incurred in cc;nnection herewith in the sum of S q(,Q,.S receipt of which King hereby acknowledges. Page 3 - AGRFEMENT FOR EASEMENT a� IN WITNESS WHERELL , the undersigned have executed this agreement the day and year first hereinabove written. _ r _ Kenneth F. Hauser Ethel E. Gerlach �� aQif�C�.� 2��Cl!C._^14� I.��ie�✓tt—�/a�s�.-yN�✓ LSIT�jy J. llaustr Edward R. Funziker J,apres F. King Doris Hartrtiq / STATE OF OREGON ) V ss. County of Washington ) The foregoing instrument was acknowledged before me this day of 1988, by KENNETH F. HAUSER and SHIRLEY J. HAUSER. Notary/Public' for Oregon My Commission Expires: STATE OF OREGON ) ss. Countl of Washington ) The f.oregcing instrument was acknowledged before me this day of /f, 1988, by JAMES F. KING. 1 Notary Public fbr Oregoh My Commission Expires: //-3— STATE /-3—STATE OF OREGON ) Ss. County of Washington ) The foregoing instrument was acknowledged before me this _5l77 day of Cc.1(;Tx; 1988, by ETHEL E. GERLACH. `NottaLry ublic fcur Oregon My Commj�,sion F.,-caires: y Page 4 -• AGREE.ME.NT FOR EASEMENT STNTE OF OREGON ) ? ss. County of Washington ) The foregoing instrument was acknowledged before me this _.U�6 day of 1988, by EDWARD R. HUNZIRER. tary P lic or. egon y Commission Expi0res: STATE OF OREGON ) ss. County of Washington ) The foregoing instrument was acknowledged before me this, day of 1;'Gif�ClJ , 1988, by DORIS HARTIG. Notary Public for Oregon My Commission Expires:- Page xpires:Page 5 - AGREEMENT FOR EASEMENT a cec�;�aER is, lsa� LESAL DESCRIFTICN BY: _'URTON EN-P. SURVEYING POP:.' HUNZI;�,2R/HART?u/CERI.ACFI a0_ TI^ui-Fi0 PLAZA J03 NO. E+6•-:: 3 TIGARD, DREGOrq 9722..', "'ARC_L. 21 Nortivn of that tract of land in aections 1 and 2, Township' '.rcL.th. Ran 2 1 WeSt Gf the 'V4i l l ar;,et;a ",erl di an, n Rang Wak�hingtcn Cc"r,ty. Cregcn , carve-/ed to Ed.iard C. H.unciker by Deed recorded ^i.`rUary 19. 1947 in CcZ1. 2i0, Page V?7, Washington County DCk%d rteccrd5, said tract r,crc pAr•ticularl•y de•7,cribed as�-Fol Iowaz "g at , roirt or, the Southerly r ; ahi M4 waly line "f =. W. Hun: . I;er Road c 6(D f cct r i gt-t of wa,y 1 i es South ' -Q T7" s� ,4 the Wi 1 1 i am Wast 7! . bC fcc•�t From tho "�;cr-th►•�e=•i cai-nc-r cT UI. Ccnat ; tin La:-..d C' :,itn iglu. 7 +, said pcvint also bears South E•acL 584. 2:_: •fes'_ rnd C,.,uth 2ro 4G' 49" Piest CO. 00 fe?t f,-o:a the inter=_ection of `he cent-sr 11 cF S. W. Hunc, iker Road yi '_h t:�e centTr1ine of 5. N. Hall Blvd. ; thance forth 610 11 ' 1 ! " !1e=_t along said Southerly right o= way line 479.'3.j feet to a point that is 95. 00 feet Easterly of , when measured at right angles tc, thca canter1 ine of S. W. Hal i 3lvd. ; thence South Sim S West along =_aid Southerly right o' way lina 27. 85 feet to point that is 48.00 feEt Easterly cF , when measured at right 3r.c�l es to, the cer.tarl ine o•F S. 1J. Hall Cflvd. : thence South if DC:"25" West along the Easterly right of way line of S. W. Hall 31vd. 106. 7:: feet to a point on the Northeasterly line of that certain t.ravt of 1 and conveyed to Howard Matthi eu by Deed racorded August 16, 194a in BocK 221 , page 4S, Washington County :)sed Records; thence South 61011 ' 11 " East along said Matthieu ti-act Northeasterly line 133. 60 feet to the Northeast corner thereof ; thence South 28040' 22" West along the Southeasterly line of said Matthieu tract 100.00 feet too the Southeast corner thereof . which corner is on the North line of that certain tract of land sold by Contract of Sala to E. A. Reid, at al , recorded November 12, 1957 in Boot: -99, page 626, Washington County Deed Records; thence South 610 10' Z1 " East along said Reid tract Northerly line 77-0. 15 feet; thence North 2904849" East 216. 59 feet to the point of heginning. Containing 90, 666 square feet. '�^^7 1 v DECEMDEr< 19, 19e6 ri I / LECrAL DESCRIPTION BY: 9URTON ENGR. SURVEYING F0�<: HUNZIKERMARTIG/GEPLACH 702 TIGARD PLAZA J00 NO. 06- 53 TIGARD, CRE30N 972ZC PARCEL 1 ' Apert on or thot`tract of land in Sections 1 and + Township 2 South, Range 1 West of the 1Wi 11amette Meridian, ''Aakshingtcn County, Oregon, conveyed to Edward C. Hunc.iker by Devd recorded Fehr_:_.ry 117, 1915 in Book 215, page 19Z, Washington Cc:unty Deed REccras, i: -I t--act more described as BFginni -.. _.t a point an the Scuthef-ly right cf wa/ :. :ne of 5.W. HUIIZJ_ Reed e. 60 feet right of v,�,y ) which li,­� South SC° '11r_t "64. :.•0 Pest frarn tha �Northr,e7t ccr ner of l �e Wl 1 1 i am ccar,Z.t i cn Land Clain. No. 79, u a.d point _til so :.)ea.r s South ( �a 1 ., . 1 1-u� ��t . rte, 4?n l•;e=_�x � �. . � c0.,4.06 feet end South 28o 46' 4c?" feet fro,n _hc: int_rsecticr) of the canterline of S. W. HUri=iker Road i t'^ the ct7iterl ine of S.W. Hal l Bl,/d. ; 'hence South 28' 4c3' 49" i ,!s•_t 2.6. 5^ fec:•t to a point on the North l ine of that certain tract o! sold by Contract oT Sale to E. A. ?eid, et 21 , reccrdnd Nc,�e-mber 12, 1957 i n 2eo1c 7,99, page 629, Washington County Deer_' Pacords; Bence South 61� 10 ZI " East alc.iq said Reid tract ''- h line ?75 t. 15 feeto the re-entrant corner on the North lire of said Reid tract ; thence North 28' 45' 16" East along i the No:-tli fester ly line of said Reid tract 7Q. 4_ feet to the South.jast corner of that certain tract of land co.,veyed to Donald W.:,rti g and Doris Hartig by Deed recorded .January 7. 1955 in Book C64, pago 450, Washington County Deed Records; thence North 610 1 1 ' 1 1 " !Test along the Southerly 1 i ne of said Hartig tract 100.00 feet tc the Southwesterly r.orner thereof * thence North 2348' 49" E2st along tha Westerly line cf said Hartig tract 1'x. 415 feet to the z point on the Southerly right of way line of S.W. Hunziker Rcad; thence North 61011' l1" West along said Southerly right of :gay line 175. 00 feet to thy point of beginning. ConLaining 45,7C6 square feet. LI �`�HRT B _'•J d;3 l = J r c . IPI r r+• c .� 4 The following duscrl!:rct po=•tion o: SCct:Cn 11 'rowncjj:p 2 South, A.v,,le 1 ,�ei•, �rillameCtx t1e:.dine, Nesnincgton C4uncy, Crtgon, t+cing d porr:Cn OC tl'at "_tact cowcyed to P1• Trulwo CamUany, . 111c. , by Deed recorded DCCC:.be: :1, 1771 ir. Book ".., page I(A4, wsslungton County Records and ::ore particular:f desC:ibed Pcginrinq at a `./8• iron ',oecud<So`�''SC': SS' East, 4.9.4'7 `^r Scut."•eas:. """' z -••t 4C-1 ?raft 13 CSCe int?.Oak A"-.qe 1B.-• Teed Reel:..• aasn.;' '-o t C. nt7; t:e.^,ce South bC'- 55' E,.st, i'3 .c� rest rod; 2pti, Sg 30" East and a10r4 _.r =est line o: .:.e D. Xart.; Teact "esc.:b2d i Decd ruco:dsG .a Bock 364, ptige 450, wAshingt,n Ceu.n.tynDcxd ;eco:ds, :46.69 feet to a S/8" rod and CAP ret on V%e Soy:1c: y :5•`•t-o=-wav of 3. V. Fiunzlker Road <_ t surae of ' _,e thenea Sout:: 5C� (n 60 riq•.t-0. wc, as p_� (_ . 57' East iOJ.C� feet a_an:! said .-;.---af-Way to a 5/8' rod end cao; thence Soctn .C' 5u" 30" west, 332.85 feet to a 5/8" rod; the:,ce scut„ 43+1 'Nest, 361.64 fee: -e a Sf9' rod at :.':a n,crt Ear[e. ce,ner o, L`e i s CC c: -cn T ae_ as des- cribed in Dee :eco:::"dinEook 396' Page 7:1, said need ` - L E :act Nor--'l 4: 42' 20" ' records: t`ence a.ong sa:C A � Nest, CSq.e feet to a 5,i8" rod and•eap; tr,e-ce Net-.. 48,-- 17' 40" East 358,06 feet to L`fe pc::1t of bey:nr�ing.--- • M \ vun 00 awwrr � t.•. e..r. , r two •r..,.w rw i .r r+rrw..r..��.��•�. • l rI .Old•f.>�a�►Sew.• , OD%02 7-22-88 D.W.B. LEGAL DESCRIPTION FOR 10 FOOT DRAINAGE EASEMENT OVER 'TRACT II" OF COUNT:f SURVEY NO. 16360 A portion of that tract of land in the northwest one-quarter of Section 1, Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon, delineated as Tract II on Washington _ County Survey Number 16360, filed in the office of the Washington = Count; Surveyor; said portion being described as follows: Commencing at a point on the centerline of S.W. Hur,ziker Road which bears North 60'57 ' West, 1130. 67 feet from a 5/8" iron rod set at centerline station 19+51 . 36 (p.c. ;. in Washington County Survey Number 15, 938 ; said point of commencement being the most northerly corner of that tract delineated as "Tract I " in said Survey Number 16360 ; thence from said point cf commencement, South 28 ° 58130" West, along the boundary of said Tract II, a distance of 30. 00 feet to the southerly right-of-way of S.W. Hunziker Road and TRUE POINT OF BEGINNING; thence South 28 ° 38130" West, along the bound?ry of said Tract 11 a distance of 216. 69 feet to a 5/8" iron rcd; thence South 60, 55 , East, 10 . 00 feet; thence North 28 ° 58130" East, 216 . 70 feet to the southerly right- of-way of S.W. Hunziker Road; thence North 60*37 ' West, 10 . 00 feet to the TRUE POINT OF BEGINNING. Containing 2167 square feet, more or less. Bearings and dimensions of this description are based on County Survey Number 16360, filed in the office of the Washington County Surveyor. EXHigil M, ID EVANS.k\DAS5XLAT15.I,\C. 1AGI\I CRS 4 R\Lll!R� I'LL\\I:RS LN)SCAT '%]\( !1111'(Ts O TTL' 1\ i)Rf.( O\ A VIII\(;PO\ N)l:1LWOR\I.\ :G';,�0 CORHI'iT \\IN is ':.kHSY.iW..L.vw.•u..wu.•w.ww...�.xwulrwww.. • .t , /I l / 1 11 i• 1 1 / � \ � / it } •\_ I • 4107 lilt 13] Safi ) ', t��` � /( + illi �� 5 ; t�`• i.. 7 IHI. 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"MSOLTMW OF MF CTGIVArM '710104 Sr MF DVGW"WAY#"VW FDR 'H(USE 17F COAMPACrM MA17W YA r[MIAL rOR 400MIQ PRDWW CWWR ML M 13WUC"W AL TDMA A'fOr USE OF VA?IW&MDWC W 7CMAL 300000 SNA.L Of VFYOVrD r0 M( MAMMARY CfPTM FOR A WV MQ"AND CgA►LMGS '0 uAWrAW 4WTACr OF MF PPF ON M(SMA W fLW Irl D4RW L(NGM. IT I ownwwwu.o.,...oc"a iawa a \ A�pl4lM , I '� 1-1� • f OD0102 7-22-04 D.W.B. LEGAL DESCRIPTION FOR 10 FOOT DRAINAGE EASEMENT OVER "TRACT 1 OF COUNTY SURVEY NO. 22247 A portion of that tract of land in the northwest one-quarter of Section 1, Township 2 South, Range 1 West, Willamette Meridian, Washington County , Oregon, delineated as "TRACT 1" on an Washington County Survey Plumber 22247 , filed n the office of -�� the Washington Courty Surveyor; said portion being described as :allows: Beginning at the most westerly corner of said "TRACT 111 , said point of beginning being located South 13 ' 37113" West, 764 . 68 feet and thence South 28° 48149" West, 216 . 59 feet from the northwest corner of the William W Graham Donation Land Claim No. 39 ; thence from said point of beginnirg, South 61' 1031" East, 275 . 08 feet to the most southerly :orner of said "TRACT 111 ; thence North 28 ' 45116" East, 10. 00 feet; thence North 61° 10' 31" West, 275. 07 feet to th(: northwesterly line of said "TRACT 111 ; thence South 28 '48 '49" Nest, 10. 00 feet to the point of beginning. Containing 2751 square feet, more or less. Bearings and dimensions of this descr:.ption are based on County Survey Number 22247 , filed in the office of the Washington County Surveyor. i1 DAN1D E1W,-W D,k 50CL,9U,INC. MR%I)ORS IIIAME.RS LN)SCWF \R(11111VIN UITICI:S 1\ ORF60\ \\\�Iil\(;I'O\ \\I)CA.IF0R\11 DESCRIPTION SHEET See Page 1 for vesting and encumh ances, if any. .a { Description of the trmct of land which i:, the subject of this reports Il A portion of that tract of land in Sections 1 and 2, Township 2 South, Range 1 West of the Willamette Meridian, Washington County, Oregon, conveyed to Edward C. Hunziker by Deed recorded February 19, 1943 in Book 215, Page 193 , Washington County Deed Records, said tract mors par':icularly described as follows: Beginning at a point on the Southerly right of way line of. S.W. Hunziker Road (,. 60 fact :t-ight of way) which lies south 13° 37 ' 13" West 764. 68 feet: from the No rthwe3t corner of the Donation Land Claim No. 39, a.3.id point also bears Southa610 1lrallm East 584 - Ct feet and South 28° 43 ' 49" West 30. 00 feet from the intersection rf the centerline of S.W. Hunziker Road with the centerline of S.W. Hall Rivd. ; thence South 28° 49 ' 49" West 216 . 59 feet to a point ori the North line of that certain tract of land sold � by Contract of Sale to E.A. Reid, et al re in Book 399, Page 626, Washington Count' r ,ed Red November 12 , 1957 ; 61° 10 , 31 " East alon said Rei t f ed Records; thence South g d traces North " ine 275 . 08 feet to the , re-entrant corner on the Ncrth line of said Reid tract; thence icor"t"h i 29° 45 ' 16" East along the Northwesterly line of said Reid tract 78. 27 feet to the Sautheas,: corner of that certain tract of land conveyed to Donald Hartig ,!nd Doris Haztig by Deed recorded January 7, 1955 in Bock 364 , Page 450, Washington County Deed Records; thence North tl° 11 ' 11" West along the Southerly line of : 4 said Hartig tract. 100 .00 feet to the Southwesterly corner thereof; thence North 281 48 ' 49" East along the Westerly 'line of said Hart Tract 138 . 37 feet to a pont on the Southerly right of w ay S.W. Hunziker Road; thence North 610 11 ' 11" West along said of ig I Southerly right of way line 175 . 00 feet to tha_ point of beginning. -:------------------------- �. STATE OF OREGON County at Washington Sa Dored M, Mason.ouedor of As3esarnenj and 1 uauon ins Racorde, of Con- vsyal _ for 1 cermh mat the wrthil ! n�V femv p and recoltl � � "" tom cowry s0 or of Fit IsAZt o y Doc 900301 Recti: 34524 158. 00 06/12/1:±4o 09: 59: 13AM Report No. 34-146755 KR/mlw Con' t Preliminary Report Only MAYO ( ' 90) w •u. AGREEMENT FOR EASEMENT For Constzuction and Maintenance of Storm Sewer THIS AGREEMENT made and entered into this --,� day y3.988, among ETHEL E. GERLACH, EDWARD R. HUI4ZIKER., and CCRIS HARTIG, hereafter col:.ectively referred to as "Hunziker Family" ; KENNETH F. HAUSER and SHIRLEY J. HAUSER, hereafter referred to as "Hauser"; and JAMES F. KING, hereafter referred to as �Kinq" W I T N E S S E T H WHEREAS, the Hunziker Family is the owner in fee simple of the following described real prooerty in the City of Tigard, Count; of Washington, State of Oregon, to-wit: description is attached hereto as Exhibit A and incorporated herein. Said premises is hereafter referred to as Tax Lot 22C0 of Washington �:ount,i Assessor's Man ZS-1 '_BC; and WHEREAS, Hauser is the owner of the vendee's interest and Hunziker Family '_s the owner of the vender's interest of the f:)Llowinq described real property in the Citi, county and state, to-wit: description is attached hereto as Exhibit B and incorporated heroin. Said premises is hereafter referred to as Tax Lot 22C1, Washington County Assessor's Map 2S1 13C; and WHEREAS, ring is the owner in fee simple of the following described real property in said city, counr.v and state, to—.4it: description is attached hereto as Exhtbit C and incor ,)rated herein. Sail premises is hereafter referred to as Tax Lot 2400, Washington ^aunty Assessor's Map 2S1 12C; and WHEREAS, the parties desire to memorialize their agrsemen,,� as to an easement granted by King to Hunziker Family and Hauser for storm sewer. our�ses. NOW, THEREFORE, in (---sideration of each party's grants and agreements nereinafter described, and other valuable consideration each to the other in he;nd paid, the receipt of which is hereby acknowledged: F.'RST: Kina hereby grants and conveys to Hunziker Family and to Hauser a non- exclusive easement for construction and maintenance of a storm sewer on, over, across, under and through that portion of Tax Lot 2400, as described on Exhibit D attached hereto and incorporated herein. Said easement is hereafter referred to as the King Easement. SECOND. Said construction and maintenance shall be by and at the expense of the Hunziker Family and Hauser. The improvements so constructel and maintained through that portion of Tax Lot 2400 shall become the property of King and any suc^essors in interest to Tax Lot 2400. Said easement shall be to use and maintain in common with Kano, said storm sewer improvements, and shall benefit, in addition to King's property, Tax Lot 2200 owned by Hunziker Family, and Tax Lot 2201, owned by Hauser. ^":e existing catch basin and storm drain may, pursuant to this easement, be accessed and used, accessed and modified in Page 1 - AGREEMENT FOR EASEMENT accordance with Exhibit E so as to ef`_ectiveiv serve Tax Lots 2200 and 2201, in addition to properties presently served by said existing facilities located in said easement arta. The Hunziker Family and Hauser warrant the storm sewer to be constructer. on Tax Lot 2400 to ne of ealial or better :material and capacity than the noir existing catch 'L`aei.n c.nd storm drain. The Hunziker Family and Hauser shay.1 indemnify and hold King harmless from any liablity arising out of the construction of said storm sewer, including but not limited to the payment of anv materialmer.'s liens. The Hunziker Family and Hauser and respective successors in interest shall henceforth maintain at their expense, comprehensive 7eneral liability insurance ii the amount of FIVE HUNDRED THOUSAND DOLLARS '5500,000.00) , covering said easement, naming King or his successors as additional insureds and orovide Kinc or his successors evidence of the same. The Hunziker Family and Hauser shall provide Kina or his successors evidence of workmen's compensation insurance for anv workman providing maintenance or ccnstructicn cz sair' sewer line baforr. such work is performed. _ _R.,. Yaw___ grants andnvevL. s to .zike_ amil.� a perpetual, non-exclusive easement to construct and :maintain a storm sewer :4 peline along, over, .ander, t`!.rouah ani:, across, a stria 10 Feet in width ad'acent to the southwest property line of T;ix Lot 2201 extending 275.05 feet, more or less, from Hauser's east property line to Hauser's west oroper`_•r line. Said easement is more ^articularly �Iescrib_d on Exhibit F hereto attached ar.d by this reference incczporated hzrein. Hauser agrees that the f+ilfillment deed for Hauser's cc11trdct of purchase from Hunziker Family shall reserve said easement for the benefit of all of Tax Lot 2200. FOURTH: Hunziker Family agrees to pay all costs and expenses of initial constr_ction and/or modification of storm drain system to be installed along the southwester_y line of Tax Lots 2200 and 2201 to a manhole in the easement uranted bv_ King to access the storm sewer in that easement extending to Hunziker Road. FIFTH: IF Kinc, within five .ears of the effective data of this agreement, desires to move the location of the existing storm sewer line, King will grant ^lith easement modifications as may be necessary to provide continued storm sewer 1rsinage from the Hunziker Family property and the Hauser property to Hunziker Road. The Hunziker Family agrees that it will pay 50% of the reasonable construction cost of relocating said storm drainage across King's property to Hunziker Road, if moved within said five- rear period. This obligation shall be versonal to the Hunziker Family. SIXTH: This agreement shall bind and inure to the benefit of, as the circumstances may require, not only the immediate parties hereto, but also their respective heirs, executors, administrators and successors in interest as well. The chlications and benefits hereto sl:-ill run with the land described. SEIENTv: -he maintenance of the storm sewer to be constructed across tax Lot 2400 as described =:,ove, shall be a shared rescensibility of the owners of tax lot 2200 and 2201 described 'rerein. The obligation to share maintenance costs shall bec_in when storm sewer access and moe ifications have been completed. Said Page 2 - AGREEMENT FOR EASEMENT maintenance expenses shall be shared 1/3 by Hruser, and 2/3 by Hunziker Family, though each shall be jointly and severally liaLle to King for 100• of said erper.ses. Subsequent owners of portions of tax lots 2200 and 2201 shall share expenses in proportion to the area acquired of the same and be jointly and severally liable to King for 1C0% of said expenses. However, in the event the required maintenance is the result of excessive or improper use by tax lots 2200 and 2201 or future portions thereof, or damage caused by the owners or occvp-anr_s of tax lots 3200 and 2201 or Future portions thereof, those maintenance and repair costs shall be borne exclusively by the owner of the property from which the damage resulted. The Hunziker Family and Hauser and successors in intirest of Tax Lots 2200 and 2201 shall indemnify and hold King harmless from any and all maintenance required, or anv liability arising out of maintenance performed or resulting from nonperformance of maintenance on the jtorm drain system to be contructed on Tax Lot 2400. This provision shall not be ccnstrued to exculpate King from liability to repair damage caused by King or his successor, except for wear from cr�inar;• Ilse of said facilities. EIGHTH: The easement granted above by Kine shall continue in perpetuity, subject to revocation under the follow.na conditions: (1) Non-ccmpletinn of storm-sever construction within six months of the date of tLis agreement,- (2) greement;(2) Anv breach of the above obligations by the Hunziker Family, Hauser, or the successors in interest of Tax Lots 2200 and 2201. The Hunziker Family, Hauser, or their successors, shall be entitled to written notice of any act constituting a breach and not less than 60 days within which to cure said breach, before said breach may be effective to cause revocation of the easement. NINTH: In any suit arising out of this agreement or easement given, the prevailira party may recover its further costs and attorneys' fees incurred in such suit, and on appeal. TENTH: In construing the foregoing agreement, the plural shr,ll mean and include the singular whenever the context so requires. ELEVENTH: In additional consideration of this agreement, the Hunziker Family is paying, concurrently with the execution of the agreement, King's attorney fees incurred in connection herewith in the sum oZ $ �6 g,� receipt of which King hereby acknowledges. Page 3 - AGRF.EME`IT FOR EASEMENT IN WITNESS WHEREOF, the undersigned have executed this agreement the day and year first hereinabove written. Kenneth 1 . Hauser Ethel E. Gerlach',ZLa, Sh1s.l�ey J. gaustr Edward R. Hunziker i J es�rKinq V Doris Hartig STATE OF OREGON ) ss. County of Washington ) The foregoing instrument was acknowledged before me. this S-A day of 1988, by KENNETH F. HAUSER and SH:RLEY J. HAUSER. Notary/public for Oregon My Commission Expires: STATE OF OREGON ) 'T ss. County of Washington ) The foregoing instrument was acknowledged before me this day of 1988, by JAMES F. KING. .-7 hz,tF Notary Public stir Oregob My Commission E:cnires:_ STATE OF OREGON ) ss. County of Washington ) The foregoing instrument was acknowledged before me this S17i day of 1988, by ETHEL E. GERLACH. Notary (Public for Oregon My Commission Exriras: </ 3:11 Page 4 - AGREEMENT FOR EASEMENT !J STATE OF OREGON ) 3S. County of Washington ) The foregoing instrument was acknowledged before me this 1988, by ECwARD F;. FNNZIKER. day of v tart P lic or Tees:a Y Commission Expi STATE OF OREGON ) ss. County of Washington ) The foregoing instrument was acknowledged before me this 17L�Crday of 1988, by DORIS HARTIG. Notary Public for Oregon My Comninsion Expires: Page 5 - AGREEMENT FOR EASamENT DECE;tIIER 17. 1946 LEGS=.! DESCRIPTION aY: :'UR 014 ENGR. &c SURVEYING rOP: HUN ZI1:ER/WART1G/GERLACH TIGARD PLAZA JC3 NO. 86•-258 T I GARD, OREGON 9 7 22Z r'ARCEL Z :^ portion of that tract of land in Sections 1 and 2, Township • .'tth Ranges 1 West of the Wi1 '. arjn r, jette �•!eridian, Wakshingto C�cuty, Oregon, conveyed to Ed,/,rd C. Hunziker by Ceec recorded r^I:ruar19, 194= in Co=l: 215, Paye 195. Washington County Deed QeccrCs, said tract mcr` part, c;.;larl', described as Tal lows: req. -,in9 at a point nn the -LIthel-ly ri ht !-lur,_^I righ',: �:ay line c C. W. er Road i a 617 ;cc-6, r-;qtof .�a'y ? �rhich lies South^ 17e !. 754. 6,rl fL[..:. crcm the c:rn;�r or' the William GI. _."lllc.ITi Donatic.:n Lard �ic'.liTi 1`IG. y, �_ is"� ��ulf1t also bears ;c utll rasL 584. 0,1, fes'• and :south Z'Z Oro' -i9" West 3U. UCl fE'9t fl'ct^ the inter_ec`ion oz the cen4erlil'` cf O.W. Hunciker road h the cc=nterline of S. W. Hall Blvd. . thence North 61` 11 ' 11 -1 !'JPst al ong sai d ^Souther 1 y right of way 1 i ne 479. JJ feet to a point tlla t is 95. 00 feet Easterly cf. , when measured at right angles tc, the centerline of S. 1w. Hall Blvd. ; thence South 87' `MS'S West al Ong said Southerly right cf way line 27. 85 feet to a point t~at is 48. 00 feet Easterly cf , when measured at right anglaG to, the centerline of S. W. Hall 21vd. : thence South 1P X0' 25" West alongthe Easterly right of way t Easterly 9 ; line o. S. W. Wall 31vd. :06. 97 feet to a point on the Northeasterly line of that certain tract of land conveyed to Howard Matthieu by Deed r=corded August 16, 1947 in Sock 221 , page 45, Washington County Deed Records; thence South 61° 11 ' 11 " East along said Matthieu . tract Northeasterly line 127. 60 feet to the Northeast corner thereof ; thence South 28046' 22" West along the Southeasterly line Of said Matthieu tract 100.00 feet to the Southeast corner thereof , which corner is on the North line of that certain tract of land sold by Contract of Sale to E.A. Reid, et al , recorded November 12, 1957 in Doo�c 799, page 626, Washington County Deed Records.; thence South 61'0 10' 31 " East along said Reid tract Northerly line 3 8. 15 feet; thence North 28 48' 49" East 216. 59 feet to the point of beginning. Containing 90, 696 square feet. 6 7641PIT A y DECEMBER 19, 19E6 / LEGAL DESCRIPTICN BY: 6URTCN ENGE. 24 SURVEYING FOR, HUNZIk:ER/HART IG/GEr�LACH ::02 TIGARD PLAZA JOB NO. 66-153 T I GARD, OREGCN 972:S PARCEL ---------------------------------------------------------------------- A portion Of that tract Of land in Sections 1 and 2, Township 2 South, Ra.n•ge 1 West of the :,111lamette Meridian, !Wakshingtcn County, Oregon, conveyed to Edward C. Hunci �:er by Deed recorded Fotr,_l_-ry 17, Ig47 in Book 215, Page 195, Washington Cc::unty Deed Rt_c:-ds, _�; -! t!-act more rartic.,larly d=scr_bed as foilo.•,s: PGginnin_, _.t a point on the Southerly right cf way line cf G.W. Hunch:_: F'c�.d a 6Cl f cot right Of V,ay ) which l i _ Sc:u_h 1 a7, 1— ,�►_=t '64. G Ye=t from the Northwest corner o* l i= W I I . an 1 td, ah a! .u;, 2 at-On nd Claim NO. G9, S31 d poi rlt _tii 30 '.�E22.r� South 50^4. 06 4 ee t and SCU th 2S' 4G' 49" West ::0.00 feet i ' Frcr _h�: intsrsEctir�n cf the cantar line of 5. 41. HunCi4:er Road the cr. -ltpr'_ i ne of S.to. I•jal l Blvd . : thence South 2G' 4E3' 49" i ;•)�.ey Z� 6.5� f ec:t to a point on the North 1 ine of that certain tract cf 1 _,c-d sold by Contract of Sale to E. A. Reid, et al . recordod r4cvcmber 12, 1957 in Book 799, page b29, Washington County need Racords; thence South 6 i 14' 21" East A"rng _aid Reid tract r.i:r�h line 27L. 15 fest to the rc?-ent:-ant corn:_r on the North line of said Reid tract; thence North 2>g� 45' 16" East along the No:-th.-;ester ly line of said Reid tr�.ct 79. 42 feet to she Southeast: corner of that certain tract of land conveyed to Donald Hartig and Doris Hartig by Deed recorded January /thenceJin Northook 564, page 450. Washington County Deed Ree-rds; !Test moil ong the Souther 1 y line of said Hartig tract 100.00 feet tc the southwesterly y corner thereof -, thence North 220 48' 4s" East alone the 'Westerly line O'E said Hartig tract 120. 45 feet to the a point on the Southerly, right of way line of S.W„ HUn2 i ker Roachthence North 610 11' 11 " West along said Southerly right of .jay line 17S. p0 feet to the point of beginning. Containing 45,776 square feet. ;'^ f.�H1�� � 4mw .i She following duscribact portion o: Sec_.on ro�lncilp 2 South, Range 1 '•qes., :ier:dinr„ waciine7ton County, Ors7on, I t+e:ny a por::an oC t:,at tract eowe�ed tj "1. ':rumbo Company, 111c. , Cy 0ec%.' :ecarded Zccc:be: 29, 1971 i" Book ^aya aoe , tveslungtan County ReCirds and race par_ �.•_culac.f deser.bdd Peginnini at a 5/9• iron located So::t.9 5C'; 55' East. 459.47 1 fret 'ro- t.IC Scut:-.dZSt of t-`•e ?t'+ci- .:act as drsc:ibmd in 8no?t Z:+. :r.qe 1 Deed :co:=s, Wash::gtan County; tnerce 6C'- 55' E•.St. 152 .92 req: to a 5/0' rod: _e 4or_• 2tl�, 58' 3c' East and Alen; the Zest lea-~ or .:.e D. Hart:; Tract des:- .�2- decd .:c:cor!9d m 9acV. 354, pzgy 45G, wAgh:nct.n Ccunt,^Doo_ Feco:ds, 246.59 feet to a 5/8•1 rod and CRP !et on .`e SOC:h0::.I ;•`-t-0:-wad of 3. W. UunZlKer Rcoa (n 60' r:q"-o'-w�'i as per st:.:ey of --7` _.e>>ea .out:: 5C'ti 57' East :JJ.C. rPet a:an- said -_;.`-t ^f-wav to a 5/8" rod and cat); thence Soutn 2C! 5u' 3C" West,x3:..85 feetga $/8" rc\d; tnence Sac':•. 43%1 :9' west 361.64 feet __ a 5/8rad at t.'A �nc+Ft Eatce_: Comer o: the n 7 i :orrc:tz_ae .:ae-t as ras- cribed in Dfc4 :eco:_td ::: Sook 396, page %:.. said "eed Riccrds: t-:ence along said R a E TZZC-- Nor_. 4.y 42' 20" Nest. zle.62 feet to a 5/V rod aid cap; tzenci per=.. 48', 17' 40" East, 358.06 :eet to tie po.at of bag-_nrknq.------- . e+.n e. � ,• ���� � �.. ire ..r ..:,w.WMCIr 0 r C_. • / /'� Vim.�� k.1 • f •'^•. � •*�•�., is ��t��-y.��'2� i�'7•�:�.'T3..; ,,..' .. 1 OF OD0102 7-22-88 D.W. LEGAL DESCRIPTION FOR 10 FOOT DRAINAGE EASEMENT OVER "TRACT II" OF COUNTY SURVEY No. 16360 A portion of that tract of land in the northwest one-quarter of Section 1, Township 2 South, Range 1 Wast, Willametze Meridian, Washington County, Oregon, delineated as Tract II on Washington County Survey Number 16360 , filed in the office Of the Washington County surveyor; said portion being described as follows: _� . Commencing at a point on the cente:.•i ine of S.W. Hu_.ziker Road which bears Nerth 60' 57 ' West, 1130 . 67 feet from raWashington/8ron rod �� set at centerline station 19+61 - 86 (p•c ) ty Survey Number 15 , 938 ; said po�nt Of�,elineammencemted as ent being t: in said le most nort.17.erly corner of that tra thence from said point of commencement, Survey Number 16360 ; South 28 ° 58130" West, along the bound-iry of said Tract II, a distance of 30. 00 feet to the southerly right-of-way of S .W. Hunziker. Road and TRUE POINT OF BEGINNING; thence South 28 ' 58 ' 30" West, along the boundary of said Tract II a distance of 216. 69 feet to a 5/3" iron rod; thence South 60' 55 ' East, 10 . 00 feet; thence North 28 ' 58 ' 30" East, 216 - 70eNorththe 60 7 southerly Wet, r10h00 of-way of S .W. Hunziker Road; thence feet to the TRUE POINT OF BEGINNING. Containing 2167 square feet, more or IP5s . scrip ion are based an County Survey s and Number6360 dimensions filed inhchedcet if_`iceof the Washington County Sury y Surveyor. EX H; DA`1G E�;L5:�tiD,�SCiCL�:_,ltiC. I: L�\I)SCA'1: �Gt lilll(T 111TIC�I, I\ '1RF.t,(l\. \\ C.WF(1RM A CUR111'17 14ATU\h ORIJ;('\ 1 / •r M••fib Y / -' r •� / ! � � \ �i�� S� �� iia{� ^;;;;�� d" ' `� � ,. •� / � aj ilii i 'i q0�a�` ��t9Y '�� i • t. � j� � 9 ��9+; z •tab; !'s:t ?F i r 1 �.io IfillC/� � 4 sLHAUSER' QUALI—CCT- KNALP dN`7 v1X11V' sc. - . • . tr '. .�.. PPtCOvte coke v, .,•••••• ~ r^e PrP[ ro � rr.w+uer^ rNSKC1td! N MC cow4c" .^.AMC a 1/A wM/J O�/SM[C of1IX. Aja Jr' Q �MdG lto ,W ' f JPA VJlW=-. eY Mr ENOMEEP ✓A r PPQNOt W EXG v.A RD 'IKNW PPoWar rW OWWV 40 ✓A ICJNKS_ UNltS3 CM[eIM T wM .pylrpP✓wG .0 COWACTrO MA/I�f rA1CPIAl PV['COKA. ✓A/EW14L Cd�E Np4-PtMFOPflD'eOl IND`✓rCM PVeet[e CASsI(TS N p1Vt AI fEeMAR FOR USE U' VAOK PPtCD+te R Pref' A J.ASS A51Y SIANOAed ACrV IN TCOPIG eAOIf11.L: ALL lll'LL rM Slrt UllllO SAND CpWAC 'D t0!OF COWINED omvfl AMO Guff NOT EYCEn*VC I1ItL iK��_O[E2•ftN T. eAO"U 9AALL PrK• SMALL et d 'N[ (' DI OMG 1[C. LAN-V TY AI OP11WMl✓OIL Of CDN O['Ron" COeeuG ltD✓t TAI Mrl/CAL ST O Itvt SD<AND pIALL eL ' W y ORC�IPC Mr OOAMI'CA of 91iAAAAA��a A WrANCt '7 yQ or POe'X(Ae+� MAM A Y/CIIrs IN ANr wO1fJ T[D 04 bhJlSt A+Pf AND Plyrn *'E�NDSe[ACOW CTEV of" 17�� 'n AAPIu, , YAW'S of WCCW'�,A Tm S 94ALMc eAMOs AND '/I'"W 1"'m eY 17 iNW w.[ ��S}p ?WE sm OF A�(eeeE3f fA,4wFTS, Ke AJty C-All AMC SNKL �d►N•SM�EN�PAOOXLLVM CRA"�p��IJiF-9TC YUPIOLAS SHALL rA EI CONI OW SrAMOAeO �JJ OMtRMY �wOI AO mt MIM A J oo' rP"C R rflR CLMRs us[ ✓AWal JpMJ AM NOf At Lot USE S/ANOAeO GST (SlAf rop sTOIIAI AND F ust wA""WT STANOAAV GST FRAMES AWC,Wl MAWS AMC CDVl71J rdI sA/PTAer sSARsL fDeeUGIED NoCan 94ALL 9f CArIED PPOEOF IIIc UW✓ArVWAL Guff AND ✓ AS Mt COPeII 01 swam* MM AU r .,g ONin.![CT10N Cr r������gar M��✓AAm�roe e!t USE'IF ASA r ASE JA"AL USE Of PeONO[L fi * 9OL 4t✓OKD .A AL swowaWPC e�(,yMO SHALL of IO 'Mt 4AeK OLDDII'IO YA/EIIIK. AID CCA/pIlN6 N (0 YN(AW wcrj +MY�^A rd[A ME rop r17 oi—IlHO M. MRfACT OF IMt mm OM �yU,l �I� jT rr+r�•SMI r Pia 16 IL Op fl over 0-00-6 �. , r 000102 7-22-88 D.W. B. LEGAL DESCRIPTION FOR 10 FOOT DRAINAGE EASEMENT OVER "TRACT 1 OF COUNTY SURVEY NO. 22247 A portion of that tract of land .in the northwest one-quarter of Section 1, Township 2 South, Range I West, Willamette Meridian, Washing-,-.on County, Oregon, delineated as "TRACT 1" on Washington County Survey Number 22247, filed in the office of the Washington Count: Surveyor; said portion being described as follows: Beginning at the most westerly corner of said "TRACT 1" , said point of beginning being located South 13 ' 37113" West, 764 . 68 feet and thence South 28 ° .+8 '491' West, 216. 59 feet from the northwest corner of the William W. Graham Donation Land Claim No. 39 ; thence from said point of beginning, South 61° 10'31" East, 275 . 08 flet to the most southerly corner of said "TRACT 1" ; thence North 28 '45 ' 16" East, 10. 00 feet; thence North 61°10 '31" West, 275. 07 feet to the northwesterly line of said "TRACT 1" ; thence South 28 '48 '49" West, 10. 00 feet to the point of beginning. Containing 2751 square feet, more or less. Bearings and dimensions of this description are based on County Survey Number. 22247, filed in the office of the Washington County surveyor. DmID B1W,N,D,S_1;()CLkTF.INC. 1'1.v\\I•:N\ U\I)S(:U'F tHr IIII1'('� OFFI(:I_� I\ UHI:(�11\ \11,�Iil\Of(1\ \�11(:11.If(1R\11 :626S\\ ONIIIIT \\I'M F )K\an r\n nkrnn\ CITY OF TIGARD NOTICE OF DECISION SITE DEVELOP14ENT REVIEW SDR 90-0020 ROACH (WESTERN PARTITIONS) APPLICATION: A request for Site Development Review approval to construct a 20,470 square foot warehouse and office building on a 45,730 square foot parcel. Zonings I-P (Industrial Park) . Location: 8300 SW Hunziker Street, approximately 500 feet east of SW Hall Blvd. (WCTM 2S1 IBC, Tax Lot 2201) . DECISION: Notice ..q hereby given that the Pla�.ning Director's designee the City of Tiga: for d has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted below: A. FINDINGS OF FACT 1. Background The subject property was created as the result of partition (Fila No. a minor land MLP 9-86), which approved division of the original parcel of 140,000 square feet into three parcels. This property represents the eastern parcel created by this partition. The Planning Division previously reviewed an application for construction of a 16,000 square foot industrial building on this site (SDR 88-29) . No action on construction of that occurred. No proposed building other land use or development applications regarding this parcel have been reviewed by the City of Tigard. 2. Vicinity Information Properties to the northwest across Hunziker Street are zoned R-4.5 (Residential, 4.5 units/acre), and are developed primarily with single family residences. Properties to the north, east, south and west are zoned I-P (Industrial Park) and are developed with a mixture of Office and light industrial uses. 3. Site Information and Proposal Description The property is presently undevelc,•- -,, away from Hunziker Street. The applicant h p oposest to lconstruet la 20,470 square foot warehouse and office building adjacent to tt,e western property line. An access drive and parking spaces are to be provided in the eastern and southeastern portions of the property. One driveway entrance is proposed at the eastern end of the Hunziker Street frontage. Twenty parking spaces are to b , provided, loading spaceE. The southeastern plus, four portion of the site will be paved for truck maneuvering and access to two at-grade overhead door loading NOTICE OF DECISION - SDR 90-0020 - ROACH PFLGE 1 areas and one loading dock. In addition, one at-grade loading door will to prov4.ded adjacent to the parking area. Four loading parking spaces will bu provided. The pl in provides for 20.2 percent of the site to be landscaped. In order -o take advantage of the I-P zone's allowance for 20 percent of landscaped area rather than the standard 25 percent, the landscaping plan provides for five sunset maple street trees with diameters of 3 inches •.�r neater to be planted along the Hunziker Street frontage. In addit�.on, a ten-foot wide landscaped area separates the parking area .From the street frontage. Finally, a number of trees and shrubs are located throughout the site including a combination of shrubs and trees along the aitd's eastern and western aides are intended to serve as a landscape buffer between the site and adjacent properties. 4. Agency and NPO Comments The Engineering Division has reviewed the request and provides the following comments: a. The site accesses to S.W. Hunziker :'treet, a major collector street. The existing right of way of 60 feet is the required width for a major collector. Along the frontage of the site, existing street improvemonts include a 36 foot wide pavement with a curbs a sidewalk and street lights have not been previously installed and will therefore be required. h. A sanitary sewer is available in S. W. Hunziker Street about 90 feet west of the site. A pump station with a force main is proposed. The route of the force main is not shown but appears to require an easement from the adjacent pvrcel. C. The Unified Sewerage District has established, and the City has agreed to enforce, (Resolution No. 90-43) surface water management regulations requiring the construction of on-bite water quality facilities or fees in lieu of their construction. Requiring surface water quality facilities on small vitas would result in numerous facilities that could become a maintenance burden to the City. Furthermore, the applicant has not proposed any such facilities and there are no natural depressi.ona or other areas of this site that particularly suitable for water quality facilities. Regional facilities, funded by fees in lieu of construction of these facilities would provide the required treatment with improved reliability and less maintenance. Consequently a fee in lieu of the corigtruction of on-site water quality facilities should ba assecsaed. d. Storm drainage is provided by connecting to an existing private storm drain that is connected to a public storm sewer. The puhlt%� storm sewer has inadequate capacity. NOTTCE OF DECISION - SDR 90-0020 - ROACH PAGE 2 Therefore deL'ation of storm drainage is required. Also, a juint use/maintenance agreement between the owners of tho site and owners of the private storm sewer ehn!! Id b executed. The Building Division has noted that the storm drain line along the rear property line is a private storm line. The applicant will need to show proof of right to access this storm drainage line or else will need to arrange: for other means of storm drainage. The private storm drainage line connects to a public storm sewer that may be +indersized. The applicant shall coordinate with the Engineering Division to determine whether on-site retention of storm drainage is necessary in order to avoid exceeding the capacity of the public storm sewer. The Tualatin alley Fire and Rescue District has reviewed the proposal and has commented that the required fire flow for this structure is 3348 GPM; therefore, automatic sprinkler protection will be required. In addition, hydrants must be located within 500 feet of all portions of the outside wall of the building, to be measured arot+nd the outside. Also one hydrant will be required within 70 feet of the fire department connection on the sprinkler system. NPO #5, the Tigard Water District, General Telephone, and Portland General Electric have reviewed the proposal and have issued no comments ­- objections No other comments have been received. B. ANALYSIS AND CONCLUSION The proposed development conforms with Community Development Code requirements for type of use, building setbacks, building height, maximum site coverage, visual clearance at drive/road intersections, sign location, off-street loading area, and vehicular end pedestrian access. However, the following aspects of this proposal warrant further discussion: 1. Parking. Community Development Code Section 18.106.0.10.D.2 requires parking to be provided at a ratio of one par'Ung spL,.ce per 1,000 square feet of building area for an industrial warehouse. Therefore, this development requires 21 parking spaces for the 20,470 square foot building. The site plan states that 24 parking spaceF, including 15 standard spaces, 4 compact spaces, one designated handicapped space, and 4 loading spaces will be provided. However, the Code's parking requirement Is not intended to include loading spaces as part of thf? required parking spaces. Code Section 18.106.080.A requires that a'-- least '_least two off-street loading spaces be pr.,.)vided for. a commercial or industrial building between 10,001 and 30,000 square feet in size exclusive of the minimum off-street parking space requirement:. Therefore, the site plan will need to be revised to provide for it least one additional off-street marking space. i NOTICE OF DECISION - SDR 90-0020 - ROACH PAGF 3 E 2. Landscaping. The Cootmunity Development Code requires that 25 percent of a developa,d parcel in the I-P zone be landscaped. If additional landscaping amenities are provided, including 3-inch caliper street trees and a minimuwn 10-foot landscaped buffer between the front lot line and the parking area, the total landscaped area of the development can be reduced to 20 percent. The site plan provides for five red sunset maple trees to be provided along the site's Hunriker Street frontage. The landscaping plan notes that all are to have a minimum caliper of 3-inches at planting. In addition, the Bite plan provides for a 10-foot wide landscaped area to separate the proposed new sidewalk along the street from the parking area. The lands^aping plan therefore satisfies the requirements for a reduction in the total landscaped area to 20 percent of the completed development. C. DECISION Based upon the above findings and conclusions, the Director's designee APPROVES Site Development Review SDR 90-0020 subject to the following conditions: BUILDING PERMITS WILL NOT BE ISSUED UNTIL THE CONDITIONS LISTED E'?.LOW ARE SATISFIED OR AN ACCEPTABLE PERFORMANCE ASSURANCE IS POSTED. 1. A revised site plan shall be submitted to the Planning Division for approval which provides for a minimum of 21 parking spaces. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . 2. The applicant shall install streetlights and a 5 foot wide city approved sidewalk along the site's frontage road, S.W. Hunziker Street. STAFF CONTACT: Chris Davies, Engineering Department (639- 4171, ext.318) . 3. Details of the ennitary force main and its connection to the existing public sewer shall be .prepared by a registered engineer, in the State of Oregon, and lv70vide.1 as part of the site improvement plans. STAFF CONTACT: Chris Dd-ies. 4. A copy of the recorded private sanitary sewer easement shall be provided to the Engineering Division. STAFF CONTACT: Chris Davies. 5. Storm drainage detention details and calculations shall be provided as part of the site improvement plans and be prepared by a registered engineer. STAFF CONTACT: Chris Davies. 6. A ,oint use and maintenance agreement for the private storm sewer bfetween the owner of the site and the owner of the sewer shall be executed and recorded after it has been approved by the Engineering Division. The agreement shall be referenced on and become part of all ,applicable parcel deeds. STAFF CONTACT: Chris Davies. NOTICE OF DECISION -• S1)R 90-0020 - ROACH PAGE 4 7. Two (2) Bete of detailed imprcvement plane and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of epproved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in adoLtion to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT: Chris Davies. 8. Building permits will not be issued and construction of proposed improvements shall not commence until after the Ennineering Department has reviewed and approved the improvement plans and a street opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment, a developer- engineer agreement, the payment of a permit fee and a sign installation/streetlight fee are required. STAFF CONTACT: Chris Davies. 9. An erosion control plan shal.i be provided as part of the improvement drawings. The plan shall conform to "Erosion control Plans- Technical Guidance Handbook, November 1989." STAFF CONTAC:t Chris Davies. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMITt 10. All landscape materials, site improvements and required public imprcvements shall be installed as per the approved site plan or a performance assurance shall be posted guaranteeing installation within a short time after occupancy. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . 11. A sign permit shall be obtained prior to the erection of any sign. STAFF CONTACT: Ron Pomeroy, Planning Division, (639-4171) . THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE FINAL DECISION DATE NOTED BELOW. D. PROCEDURE 1. Notice: Notice was published n the newspaper, posted at City Hall and mailed to: X The applicant and owners __K-O-Jaers of record within the required distance -- _The affectad Neighborhood Planniag Organization __X `Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON OCTOBER .16, 199OUNL.:SS AN APPEAL IS FILED. NOTICE OF DECISION -• SDR 90-007.0 - ROACH PAGE 5 •.Xrv4fY.wMll//NMYSkn4a.V+M1'Yr'lM6x'tlMNAI 3. AARueal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee sehede.le and forme are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal in 3:30 p.m. OCTOBER 16, 1990 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard Cizy Halt, 13125 SW Hall Blvd., T'_gard, Oregon. —�— f PREPBY er ffer DATE 11 De pment Review Planner --- TYPO "PROVED BY: Keith Liden DATE Senior Planner br/SDR90-20.Dec yy W , PARK S.W. OAROEN pC a IL Co 2�7 S.W ,� I F� P S N I 1 NOTICE OF DECISION - SDR 90-0020 - ROACH PAGE 6 CD D)b �5�1`,LL_Z C]OI�J 1-1PS SiR _7 UU0 _n 14\101-101Wa SMV)`) WL IIJIL�j �� UUlTZI`wEQ S"1 +�I.`�11-1101.1 � Ac w VAN OMMELEN I LOOIJENOA 1 MaOARRIOLE I KNAUF Consult Jb Engineers ' 40 3933 9W KELLY AVE./ PORTLANO,OREGON 97201-4393 /V5031222-4453/FAX 248-9263 .Job w ESTER t 1 �f�R"f iTibA� —_ Job No. C 2-9 3 •Q_L Date i O -?-(,o-CIO Phone t$ with �{ �a�ay Nict•-+o LS � 5(� - 53T 25O - 30?1�,�{Qf3. Conference ❑ with - -Field . ❑ with - Memo ❑ to - Subject: A N ITAR`l MA IJ I-tc c-t A 94V KEA - 41 _ S°I'M IF , I NSTA L,"D - W ou ua g E —opt PAST ------- - -- iE __-PUT ) ----- . _� TF - — -- - -- �N &Lf-- -T Lr _POUR beNgl S LIEW MOM - - - _.__-- SECTION: PARAGRAPH - DUPLEX SEWAGE LIFT STATION A. Provide units as indicated on drawing. B. Units shall be duplex, submersible type sewage pumps capable of passing a 2" solid, mechanically sealed, cast iron pump housing, impeller and volute with protective epoxy coa•:ing for corrosion and rust resistance, UL/CSA labeled, stainless steel Hardware and oil filled 1/2 HP, 1625 RPM motor. C. Unit stall be installed in a 36" x 36" fiberglass basin with provisions for incoming lines and lid with vent, discharge, electrical connection, all to be gas tight. D. Units shall be controlled by a duplex alternating control panel with circuit breaker disconnect, contactors, alternator, HOA switches, audio/visual alarm terminal board, all housed in a NEMA 3R enclosure. E. Remote control shall be by pipe mounted mercury float- switches. F. Queen Pump Company or approved equal . Engineering Data (fl(xw) 3 - Sinks 5 - Water closets (f:ush valve) Showers `' - ED p F OfF f� 1 - Drin'-i_n� fntnt i�.n CJS �G�r•'EC / equals 51 fixture units = 50 GRI minirmn flex, Q 4r 13,036 �' 4 Engineering data (hand) ��' UORE6011 Finish floor - 169 Invert to manhole 172' �k y Ps, I ; Static lift = 3' l L�� �,5 150' run, 3" pipe = 3' friction loss LJO O Basin depth = 3' Friction loss - miscellaneous valves & fittings = 4' IH = 13' Pum flow @ 13' = 75 GPM 75 (01 = 3.15' per second velocity i N p L.,�,h''�s ''� , �-Fi` .�y"``"T�".1u�tiir•+IAi�. .. ,. r. ; r ' ... _.. -, .,y MM: FIELD 1915PECTION SNOWED F ; . EXl5T1alG MANNOIE COVER ON 45TFtREAr�I, SIDE W CfH W .. IJP STEPS ' E.LISTIMe% F-WER MAIN E� \,Ij � x►'5n N4 FLEY-18 = G�►JS7RIlCT CONCRETE Sl.l[ COIJ N Gi loll /�' !-PROPOSED 3"rl%E-5su s� INVE T•�NFSRALL BC 0.1 -0.Z' A&WC M5TIWG, COMCRE- E SHELF I ED PROF r� I ( WE'5TZER N PARD T16M �� ���✓ �s 6"1 6° !0 GA. -0 ' MAX_ 15' -0" MIN, R/W LINE MESH DRIVEWAY OPTIONAL m SIDEWALK W LOCATION N a > CC (TRACTION JOINT Q B EXPANSION JOINTS `r SIDEWALK EXPANSION JOINTS —CURB JOINT \ � � A L3' - 0 7' - 6" MIN. 7' -6 MIN. 3 " 0� FACE OF CURB .�ptiO, M0v. 0" MAX. 1S PL A N '�� 1 1/2° EXPOS'1RE USE EXISTING EXPANSION .')INT OR SAWCUT AND P ACE COLD ,JOINT. SEE DWG. 140. CS-306 ELEVAT10N 8-8 lw x S�TkE ET 3 .' cr L g" 10 GA. MESH \ - 2 OF 3/4" MINUS 1-1/2' ABOVE / BASE SECTION A-A 1. CONCRETE SHALL HAVE A MINIMUM BREAKI+OG STRENGTH OF 3000 PS.I. AFTER ?A DAYS , 6 SACK MIX , 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2° RADIUS ALONG BACK OF CURB. 3. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATFD MATERIAL OR EQUAL, EXTENDING FROM SUBG IADP TO FINISHED GRADE. 4. SEE DWG. N0, CS- 300 AND NO. CS-303. WASHINGTON COUNTY �`--�DEPARTMIENT OF LAND USE COMMERCIAL, DRIVEWAY AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY Na 'ONE DW-201 FACE OF CURB DRAINAGE eLOCKOUT WIDTH OF STREET 3" I.D. PLASTIC PIPE WITH COUPLING I/2" R T1 1i ROAD tO ^-T I I r MAX. iD e BASE COURSE a 3 I. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE CURB CS—300 SHALL. BE USED. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS, EXPANS104 JOINTS . 1 A. TO 9E PROVIDED 1) AT EACH POINT OF TANGENCY OF THE CURB 2) AT EACH COLD JOINT . C,) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS . 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 43 FEET . S. MATERIAL TO BE PRE - MOLDED, ASPHALT IPPREGNAT'ED, NON—EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3 CONTRACTION JOINTS . A. SPACING TO BE NOT MORE THAN 15 FEET B. THE DEPTH OF THE JOINT SHALL BE AT LEAST I%2 INCHES . 4. BASF ROCK - 2"-0 OR 3/4"-4 , 95 % COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUC PURE OR 4" IN DEPTH , WHICF._'VEA IS GREATER . 5. DRAINAGE BLOCKOUT - ? ' DIA. PLASTIC PIPE . A. I.D. PLASTIC PIPE '/ITH COUPLING. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VEP.TICALLY 18' EACH SIDE OF DRAI N B REPOURED TO FULL DEPTH OF CURB. WASHINGTON COUNTY CURB NON - MOUNTABLE n�..�-DEPARTMENT OF LAND USE FOR USE ON MEDIANS WAND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTf NO. RLQ bel II ( MOD.) CS- 301 - 9L - R/W 5 MIN.-----'1. CURB JOINT SEE NOTE 5 20,40 , -2" 0 3/4"-0 COMPACTED SUBGRAOE SIDEWALK ADJACENT TO CURB R/W 5' MIN -- 6•I ROAD i I _ = SEE NOTE 5 OF 3/4-0 / COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB NOTES : I. CONCRETE SHALL BE 3000 PSI AT 28 DAYS , 6 SACK MIX , SLUMP RANGE OF I V2" TO 3° 2. PANELS TO BE 5 FEET LONG 3. EXPANSION JOINTS TC BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELLiAIR RAMPS , B AT SPACING NOT TO EXCEED 45 FT. 4 FOR SIDEWALKS ADJACENT TO THE CURB B POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2"RADIUS 5. SIDEW'. LK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB -iu USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . OTHERWISE SIDcWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY DEPARTMENT OF LAND USE I CONCRETE SIDEWALK AND TRANSPORTATION DATE CIVIL ENGWEEN DRAWN APWA NO. WASK COUNTY NO. '? Au b.eg NONE CS - 305 MIN. 3" .4C IN 2 LIFT5 --- STREET AREAS I OUT OF STREET AREAS 5Aw cur----= ExT1�'G IS SECT 'Nj RESURFACING � 2-OF 31W'—f,"— q . • / CLASS A • e• BACKFILL •• / 'o E. o ' . v •• • �. �� �� CLASS B o / 314=O GRANULAR V BACKFILL _ i D+ W —17— .v • e •. v• ! o 00 an N '�• o• , .Tim'—• . � O T •O • o u o , D O •Q I Z d. �. •e ( O O• •C _�_ T moo• •e o � PIPE 9ASr' SA"FILL IN STREET AREA? L IFS/W IS AGAINST CURB, FILL FPOC,t TC BACK OF S/W 2,if 3/W 13 NOT AGAINST CURB, FILL ROCK 2#BACK FRO" CURB PIPE BEDDING AND CITYOFTIGARD BACKFILL DETAILS OREGON DESGN EiY — API�zOVE0 13Y DR.U..IN Pati' GA 5Cs1LE [SATE DRA�.•JING Nn NT5