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10940 11040 11041 11397 SW SPRINGWOOD DRIVE r � F_ o DEPARTMENT OF HUMAN RESOURCES 7859 HEALTH DIVISION 1400 S.W. 5th AVENUE " PORTLAND, CREGON • 97201 • Phone 22- 229 - S 5 5 7 ROBERT W. STRAGB GO'VERNOP August 27 , 1976 Richard A . Davis Director DEPARTMENT OF HUMAN RESOURCES Rolla Boughan , P . E . Keith Putman 41. 1 Mayer Building AdmiHealth Division 1130 S . W . Morrison Health Division EDWARD PRESS, M.D Portland , Oregon 97205 Deputy Administrator& State Public Hcalt4 Officer Re : SP - Englewood Terrace Swimming Pool. DIVISIONS , Children's Service, Dear Mr . Boughan : Canetlon, Ee.ployment Heals, Your plans to construct a 40 ' X 20 ' X 8 ' deep swim - Mantel Health Special FroOrarnt ming pool including bathhouse facilities at the Vocation�t�hailiteian Engle:;rond Terrace devel Dpment located at S . W . Springwood Drive and S . W . Scholls Ferry Road in tip City of Tigard are approved . We recommend the next larger size filter and pump be provided to increase the rate at which the water is recirculated . The construction permit .is being sent to Crown Gurlite and Construction Company . Please advise us when this project is nearing com - pletion so an inspection can be scheduled . Very truly yours , D ., ,T, ti�bard , P . E . M ager , Plan Review Section DJH : kjb cc : Washington County Health Department Crown Gunite £, Construction Company cc : International Dunes , 3395 S . W . Garden View , Portland , Oregon cc : Tigard Water Distric'c cc : Regional Engineer cc : File �n Enclosures " 3 AN EQUAL OPPORTUNITY EMPLOYER Emergency Telethon: Area Code 503.7194•599 1.76 Rev. 2.73 Mailing Addneu P.O. ►na 231, Portland, O,egen 97207 - q�..-- �- . �._�_..�-.. q - :.,a®.... .+,r`-,�.M.,...a_ _,. qn.�-e -..grE11►M+'r.'.�..._ -. -....__ � --ale .�Ri�ra.nas-_. `►'. . � _ : .-� I � I11 ►1fill 1111111 ;111I111� 111I11111111111111111111111111T11111111IIc, 1111IIIItiIII II111111111111111111111 IIIIII , 1111111111111111111111111111111111111111111711111 111I11111111110I1111111 .a • `c 1 I I 11 NOTE : IF THJS MICROFILMED I 2 3 4 _ 5 6 7 8 9 10 II 12 DRAWING IS LESS CLEAR MAN 1` THIS NOTICE , IT IS DUE TO THE QUALITY OF TFE ORIGINAL 16 DRAWING. - - --- =----- --- -- - -- -- ---- -------------. , OE 62 92 LZ 92 9Z VZ EZ ZZ 14 0Z 61 BI LI 91 GI t/ l CI ZI If 01 6 9 L 9 S It, E 2 1 ""a" s7111N111NN11111I1111i1N11111J11111111�N1IIUIIN11n11111111h1►1h1,�l+1�t,1,> ,u,Imlluulu1Iluultulultw�Iuhullu»Ir►ttht�l�ltL�nn{Inlluldllululduultwbutluuluul1l1 :1�JhudmdullhlHlNlrluylullliwluuluulwllll111llullWluulllll JUNE _� 251990 l }. �,- _�_— - s.can�i_�s•_ •,.,►�_.__ _. .._....i+�-. _,,, -yam..-..� - r -,ss:......iwrs.. '' �,,.,_ _ _. . . ::':_..r;,._ _.. + - �� Ga-a�GFxIN Tc'�iZ JT O L EQUIPMENT S,�N, �r P'R IN 6W ovl� O R��/Fa ---. - ----.� \ •:'-H L`I N-L N'L GFZ f3vGR(� 1V� 4=� o,, ITEM - � _-N_-fo- . `D-EraS.._C=RIT►POTf~ ,I1DFS./►r5. 6---1,�• : l_FS_P— I_-T-E--M_.. Ni o. V/�•ESG6R�-IkP�TIONN PUMP 14GRABRAIL, 6, STEPS - - ----- --- - -- - - �' --� \\ t '�'1.Yc. ML'A6K7+ �1'�'��M r+t�"v'3ETA%z1T`►Cl.G �0 WITH vdGuME Q � FILTER ' �I- RATE��AND 1S HANORAIt,. ' I v;,tcixx TAu+jte44 NR- 25 1 I 100" t:�TaINL-S '5 • -TMEL -^' 'J FL.OWME TI'R 16 LlE*E RlPIG I T�JO I N LI•� ( � '� 4WSATMIR 17 LIFE, 1400V- c,oA."r I OUK(,OaTI ZS !6L6G� 3b � •.•,�f tZ" N�t`�'✓ter ,, l� � � PUMP (� g NYFOGNLORINA?OR Ila PER50NAL- HYCiENE RF-44UL_. N I MELD - M'.•T 1G 2- SIGN'S tl � �IoGUM rE _ b I GROG K >=C)R GNC�IF�E 50L. '19 UNl7E:RWATFR UGH'' 7 '5LI1>5 SP PARATO R 2Q WALL. B►RUSI-i tj I rt�I_ ooMGNrh '� 8 - - ,LtMM1°R4 21 - -- - - SKl/vA%M1=R L MAIN E-��7' izGM 'q /�L�11V 'DRAIN 22 OPERATII�lC� MANUAL--.. ;O HYDR057•'+k,TIC. •itP-L_.F VAUVE. 23 DEPTH MARILERS 11 -I GHI-0RV MST K1T Z4 RETURN INI-STS � IW ' - � 12 VACUUM NEgp -- - 'L., � �• \ I� I � UTI LLT ' -- 1 -- ---- --------__ - __ ----- -� 1 __ F 11c��_- a+z?--�._T�r��r�:,.:N� �,� \ I •� ��N� , � _< < _��- - - _ ____._ `�l 3 SrcVI5 � 13 LIFE LINE W/tj_g3ATS UN ITS Y, `I 4`' GONG D2GIC SLOPE r rr ' . '" fp 1/41, PE- FOOT AVMA`( �� n wi m Pw.e CAST cc-pr-w,,, / S'ICaM PcPL /% w�fyL_+l.LI,IDS.� HANv1iOl_V . � PSL c•N f� T � t 11 4 *a 6Av.5 IN !� -- �-'/g wL11T1 1�01UD>!SEAN. �-- � Gf±M�N? PLASTER i;Q - _ _ n,••�+VIC't'�` �`I /� -1 1 At\ cDD#3 CM 12"0�_- Ve¢T, IN HAUNCH �I TH20UGHOUT IPCX:)�L_ SPti`ING LINE �+/ �i �. f-�� ' O I /SHO7CJ _ - � /"'�� - --V�_ _I•� 8 anl2s R 12 �, NO F1 r 4 EACH WA`I' --�� 4/1r MAX. QADIUS h ANY SI=GTION EA'JAL_$ 6. GF..ti'7L�,�G1 IN WA" r P,' THE ti'If=FEIZENG�_ dE'CV�EEN TO`i'Al- TABLE OF- I'-I,AU!�C.H TH IG1Lti1E.SSEr.a1 7-2!q'D OF-PTH r-u THAT 5KC-TION A.Np vira�. �,.r�►.ttc.-vef�•>N- � '..%i... t?EP7H TwiIC-1�•PIES$ { � e'' , � -^•� ____ _.__� L..Ee THAN1-� 0" 5 :r ! — �" tom-o' TO 7'-o" 6 II I ��'1�'y �1 {�-•_--I (Q I Ci �+I�� ".7� /I•��'I F=020M �i./:L �T yi :'I� %� �Ir 60i 811 I a 11 7 1/ �PJvy'� toI L�;� 91-oa 9u VDLV1� 10 � ,�r ��) ��rJc� �''Y 4orlN�f� . 1►JgUFzE ENcLoSlal�� 9'-61, 1, L1YD2O5'TAT1C v-EL_I@p ;. F--- CA:;A(7! E GR.?.VEI_ OSE 17 �rNll.l� Ltif�l�i` ANlt�lldl. f-;'A'•Oo1-w. _ 40 VALVA SU cNAT _= D,d.TDATA?vpL FITTrrlC95: MATY eaNGie's.� Imo' T` Ho5et, -- POOL I RV Mi3�6'z v� Flez_�.p IN�3P�T�Fz- � r3U3J�GT Blas _---.... _ Q TYPICAL WALL SECTION To STA-M HM&I.T�4 o,VIs►oM aP�AI.. , - , eFAc.E .aeEA 111 II-o" C�) �I-t..Grale. HvaK -up &-r dINNam �oNP`r M _ _ '-- - PM MlMf=TELz - i D � ;'r-10-7 10L UAAS - 2-51 '1 00 ls,4,I_ - To sj�tW�R BIATH�`lz. L1�AL`. MAX Z TL/¢JkfovEfz IdMOViPEP - 7-7 1-1fL GrrT SHr�W�f� p�Tj_L, r+o vvATelz su ,r - "r1(�P.R(7 w�c1�1-t prST�IG�' plza ./I t7 8Y ow N r�R BAC14WASIa ZEC_lft_I1LATION PIPIN44 - '"-%Gr1 µJ N d5 8�_o' _ �___—.--------{2••0" ----- - a�-- ____.-AFPROV►:D FOR GUNSTRIJ(:•ft0r n ! PI:lt• rTW./0,5 slrt~�nrJerr?cs5 eloCie �, STRUCTURAL. REQUIREMENTS - - V TLE _ �_DA��. IN�7RGING TO 5rz ASS� A-615 GR. 40. u5E PRECASTL3 . 1 -- �} CONCRETE CL)5r- SPACERS. TIE BARS AT AL .TrRNA-rf :r , __ _.. .. .. --.-'.'" :._..- - __._ - _. . -_ •- _ __ __._ __ . .. _._____ _... ._ . ._ .._.. _-._ ___.. . .___._. _--.__.-- IIJi ERS-•EG�'►OIJS. CIUNITE STRIGNGTN 2Sv0 P. S.I. AT a� 4 --r- • ' Q ZB oA`i5, f".,.AGED %Nl"' ' O YC I[-IG1,4 StM?. TLL'TUitN INLET, ��i+f�INL� !✓1N1= - - �- - APJUSTAMIK d f 5fPlZIN4 LINE F' ,Ji,:!IrT L.-OA G '�'laN t*fJC�►l. Jlk' G' T RF?A�;� - _ - I 1 OICiG �sv s<✓ S F'Iz,r..�. n' p�- MIN. SLOPC.it0"'4"/FT. ►� CQ� ! TO MNIN G1N\ r� Q' �'^�I!'rbvo•a� �� f�l:i; 4-";V N E Fz % ►N"+�'1 K!Y'K tvA L%u N 11E�.: lrcaGG. ' NpT� >'otJL. I� NOMIN�'•i_ 20 ,� do' `�''I� :;� -- •�t G7 L 1.p P.a, �?,,:,--71J c.,a r••�e�N '� �¢,'�G. 4 c1 MAYM R• 131-cG ( 13-c% 1712 v 5 CROSS SECTION LONGIfiUDINAL SECTION � at'� ' r,�( Y � .,1 11 1_ Olf — 1/ 11 I I O 1 j •.'y ;�/I�f+1N 1 E '� •� �e �. �._� �.....� I .r �� - ! Al CMARLtr orv" o CO.-riv[ Mumonto - milli IF cap_ _ �- ,_ ` li"Ve .... ....,T _. .,.�..yr..._.._ .y Yw.. .•....«.ywi.._..... _ _.Y-.._. � -... yr / `� r1I1 (111111 1111111 111 ti'1 1 1 I ( 111 ! 1111 1 1111 1' I 111 1 111111 II1t1 ' 1 111 ( I III I I IIII rj1 I I 1111 1 1 III 11111111 111 111 11111 Jill IIT I IIII I 1 1`111 111 I Ill •= , � y I I it 1111111 III 111 III T17 I III III III II ` III III II I I I IIIIII� 1111 I III ��. 3 4 5 6 7 9 9 10 11 12 NOTE: IF THIS MICROFILMED ► � -+ - �=••...r.------.� DRAWING IS LESS CLEAR THAN PHIS NOTICE, IT IS DUB TO -- THE QUALITY OF THE ORIGINAL DRAWING. -oc 62 62 L2 92 S2 1►Z EZ 22 1? 07 61 91 LI 91 sl to EI 21 , : of Iulnnlfulllll11111111111IIfIIlfullnn�Inlllnllunl1u11111NN�i�1,111 {�j•�u111nlluuUluln�llu!)In11�uI1Uf11L111u111n�tyl�l�;1111�1�nn11n111u11uulllululflllllllUllllil�Wlll��W�Iu11u1t� a 1111�f1111u1LI1111(I1111UIl�llll�l�1111I1111II�IIIWIIIII - 1992NE. �� U - 1 PROPERTY _LINEPRE- MOULDED EXPANSION JOINT FILL - JOINT ILL -JOINT � APRON 1 SLOPE F4� y I .A I FACE OF CURB A 4111 APRON SLOPE 7�� = 0. 0729 Ar ro%la ......... 3 ,1"r t —.Y �� ri ': A. J r,�.� .. i��,I' �` \ t`24 1 SECTION A- A DIMENSIONft X �. ° �' 26 281 3 0 3G• NOTE : CONCRETE SHALL HAVE A "'�"" !SCALE NONE CITY SOF TIGARU �'�� R �- T. MIN , BREAKING STRENGTH AFRVD NY OF 3000 P S. I AFTER 28 DAYS , oAr� :a - rls -- 73 STANDARDS COMMERCIAL DRIVEWAY RFV DRAWING NO 10 - 15- 75 'WIN• REV. 7/ _ A rve .rn.�._.-. /1►... .J� .;_- .� _ • ' 1�ufi..L-n...:.,,.Mc�1C!.'M1;,gvRal'7MITYN4'tlll�'iilrthmA�. —» � rl ► tlllr � rlrrl rrlllllllllllillllllllllllli11111rIIIIIiIIII11111111IrIIrIIIIl111rir ' rlrlllllr ► , �, � ; til I ! I 111 !_� I � ISI ISI ISI I � 1 1 � 1 I , I ISI ISI ISI 101 I ' I Iii Iii ISI ISI I � p ISI I � 1 I � I � rir � rlr �" } � ' 2 3 4 5 6 7 8 9 1 12 NOTE : IF THIS MICROFILMED ►.-...._�------- ---•-• --•---�-�•• - -- - �..._�. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---------- ---- -- _ - _ _ ------------ -- --- ---- 0E LZ 92 SZ bZ EZ ZZ 1;� 02 Et QI L I 91 S I to I E I al I I 01 6_ 9 L 9 S b EI-.- Z ►cIII11��IIIIIrIIri�ilrllrrllrrrrlrrrl�rrr1111111111111111�1111{Illl�llrl�� ,�1I�1i111{1�11�.�iii111111�1.�{I11�#h��tu�1�IIILILIQ}�1i�1l11�I,�Irill�irti{1111�11u11111�u1111uILlu1W�J1.lIIJ��,�IJJl�lll��'11I11N�i1 �I1I111u�1111L11111!ll�.l�l)I!1llliUp��U��prl1 . JUNE I R . �vCt�hC WA 4k V. riv. JUTS 6 ea NP L? art r_X (t2UI E7D C-UP 6 i UTF3 — �I--,AcaT'1C pV�t2 R�U1J �__ _.�.__ - OF.NCRRL ' 2? Ae;raH, IOAt1NlWa 1. Thea, notes are generai in nature and are lntandec to set minleAus standards for conatrur.tiwt. me dr•win s anal i g t,overn over the general notes to the extent ahortt. 2. lyhs (ontractor shall ve.ify all dimenytone and candltions on different dracllnaa and in • , "' a;A t:.• fled and notify the design agency of any discrtpancles before proceeding. Inspection and/or )ot 1►uporvtalov to not provided by Lnls dostgn agency unless ipooi- ��<. fiosli► provided by Othar oontr• t. � 4. Contractor go provide al: neceaaary temporary support for walla and floors prior to e� e+�•O t 4 ' o Vit) c �/ ,� coespletlxt of vertical and lateral Iubd 3ya0else. 's'(n� D • `� -p 4,�• r !t - _ ___- - CODPS AND 91!A'JIi480 Y •'�,� 1•d: `; •w. ,_ {' ,� ,,! • cC ` I /l v+ s v 1. All work she!I be in atr��t caagtliance vita the folldwing codes (laces• sditlon): ' } t... U TTT /� / \ a. State and locaJ codes (verlr' vita local building official). t �,�rt 4u „ GvHA ARAV!►. I `�.? /� � •..'� b• Uniform Building Coda. t / ' • \ a _ ` / o. ASS, ASST, end NDS t ` ` ` , �, \v\ - ,�� i ♦ ROUM :+T1oNA (Design *oil pressure '1000 pet) L, WA �/ ` (1F �•(1`�� ':)ffT � I I �� 1� �� ( _ pv' �•' -� Q: ^O ��' 1. til foot-ngn to bear on t'lnr, t•r►dlaCurbed soil mlrocee ing i balow origins: and ions ---L,r I✓ IVr� It-t h. �J ,J L•y(C ` ��• (� �� ,Clow final grade. Notify design agency oarore proceeding 1l any ul�usual ca,dlttona a.c• r. I A "a, I I- �t . •j. d,� � ••:� ^` �"�� • e• • encountered In the footing axcavatl.ers• 4 11C. ` 2• Do act txcev.et0 closer than a 2:1 440p0 below footlnt;a. I i♦ GQ'� • • \.'""� `� _v - � �� , ` . \�\\ 5 JS• 3- Clean a12 rooting excavrs at)ons of Joosr ater7,aJ by hand. a JNC P QT!! �i ;00Cl l<s-i �J i. minimum 5 concrete cya".ne sit yrraaith to be 2'5(1(1 psi at 28 days. Minimum cemrnt content r I ?�' \ � 3'7., r ff ) to is 5 sacks per yard. Ma,c7wu,s slump 4", /M� Ori v L // 04 I t /�G f!G !•'S 0.�,t �,4 4W - \ `� ( br+ 4Yi Iat �'''Q�d • l �� •S �'� ,. � 1� Piave and cure all lonar0re per Af[ codes erW standards. _ 1 4'9 C (/) Provide katyed ountrol joints in all slabs on grade at ?Q' a.c . arca wnY maxinr'M. Provide 1i A ! S n S�rN 411 .tO K .� (i^ ` -` ` ' heavy (1/4') tooled Joints at 5'-0" o.c. and 1,'2'• premold•d •xpanslon ,;otncs at 30' 0.,,- L4 • •• ` y� \ �+ ,/'''� to all exterior walka and slabs: 041 Ste, .4 D+` . 14 �•, \ lap �, r� 1 T'Y rK 1 ` • W (P _1 ff � � .v ,` \ ` 1 � \ •. ! off` • j > Ili �s l�+r� M� '• ` 0 .� ^tip •l V ��"` p `� \ 1 s ;� f r' ,' CIA Uj Vis( �} �� , r U to � /f`•�G •\ ,��,... S b � fr _/'� � "� +� � LAN',' 4 i v A 11!� <„ t' t .�.� �e�O nCr�. ,.� l \110+ \��! 8,z G%1 t,A v f t r' — \ f J >( ,/ c' �.�. _W i,.j+'rrr \ t i rAwa.A te'.r:)/ r . a \ `, • \ \\ \ FINP011f I11Q SYf$'a ' 'mow i 0 (� - 1. All r.lnrnrcing steel to 4e A-6y3 grade 40. Welded wire mesh to be A-135, r i'l Z. Place all reinforcing per ACI codes and stsndartle. 3. Lap all continuous barn 10 diameters ealulm,m. WOO aP�•Ho / f Ztl� `+rM� i� � i "` � � j �` �'�, � t t , �--- L.•..,,,,r,,.•� � � _ _ .. A11 l.umb•r eAsr.-r and gradal to be as follows. e,, Or �` .�• / //' r `k ,' :` "� '•l:` r l a. Joisto, benne end atringers Douglas Pit- No. 2 It (,'1 G'�'h rM t V to •` \ tEiLI ITI'w6" nom. beams and strin"re Douglas Pic No. 2 �� , i , b. Bllcitr, tlockln6, hrldpJinat end ralscellaneaue Deng Doug Fir or Hera Mr No. 3 r•., studs Rlr or Ntm Pir "Studs" \` Sills, RIsepers, plata R nailing .�•� w ` i blocks smboddtd in concrete frame-ire t-.ated Uoug Fir \\G\!,i , v e. Posta Doug Pir 'Jo. 1 Q .. .Y! g f. Decking no:. exp-)sed po/Jg Fir ,r Hest I►1^ No. 3 g HetisT i li 1'JY 1 t \ 2. All grist c.r beams fraating into snot bearing on) bas, headero, or girders shall be .-� 1' ' F 1 \� r►_'. v'i L'�Q�Y Rupp or d with "U^ tsps "Siea►•sc, sseor equal Joist or b,►em han4ors. All post beam and • - " �. t` i�: post footing aonnaetlons to be Meda with Steepaon post, cap arta pual here. 3. dioek solid between ',)let and rafter►• at bearing wells. L'.usstrlldRe at 9'-0" sex. I I•.Its, I g D z �Q(r� J 1 t x� t y+ • 4 t ,_ v t _ y 4. All fly wod to be erandard grads with exterior algae. Mlnimwn plywood nal:tem 843 too. ' 0 6 o.c. at edge nmd :2" o.c. Sn'teatdediate bomt40 Sx, fuxtall roof and floor sheathing a N S ow V rf,' �7,isy IF 1 t ` with foes giwin perpara7leular to auppatte. SLs�ge1° Olrlte. Plywood LD, index for �Alln'1rrclw� �rllr _ .. .., floors and root . Gly t*� µ 7�" •tu il yf '•�`• w � "� , 1, �� \ \ I. All concrete gbonry nits to 1100 %3= C-90-TO, ,grade 0-1 Aightrel(t4t expeno rat rd shalt t .� .. _._._ ,� .-,„ •-•' y \ , �:' \ units. [leaser shrinkage ir3u Chas. M.C. loos thaw totwl absorbency. /70 oilb: t 7• ak,rtar ''yp• S, ASIX C270-66. Ji '` - --rw� t µ `, r o � '►`\.- °; \ ;i. Mlniauet ltiat t etreog3h 9000 pal at 20 dqe.rk { y N { � 4 � r ;11•- ~ \ 11 h � 3'tRt G�'itTiiAL 9'fi'!i, ca0w 1• A21 atie^tllsrwr -va steel to be A 1S, tstrrieated In arectdanc• ri'n 0,13r. �� , { ✓a ot, g 1Q► ` '� t [ H` ; `•c, All bolts to W A-3e;' f Ale ' /1iS r /OGf,T 1 ry '� '� uJ I i •,,,� .-\ � �•.,�.`,r,,,. + `v 7�. 3, Ali wnlding to '++' clic, Pi)i;zt or !"C,XY lYsocr+ades in accordance eith AioS Sri '^• l{/ � ._._� � �/•� -•' .tit..17 '•� �' \ � ��t Q a \ ,-kV . t { ENGL W RA nL SPACES MUST BE ENDORSED PRIOR TO t� 1 WAD OF :BUILDI G PERMIT TIGARO ON .t ear \ � PLANNING DEPT. _ _ _4 �_ .,7 V 2 Uat a � PUBLIC WORKS DEPT - y� � /� BUILDING DEPT. Date/'► r _ ! D At e • �, FIRE DEPT. B� _�- 'f, .._ ate t o ;;t G�•�'. :.. � " ,= �,�,'• C,I'" / � t I APPROVED FOR CONSTROC' .tied 0 �``- I r C?.CY OF TIGARD alone � + ''P- -- _ .._�D SS- - --'--i .�_._..-.__ �� — i � �� .,• : �"'► .'"r9 .�. ;�" ;°,,, fh.,t , 44Ce'} (n a 8d. +'r. i (� ....... .-..,-�....«, ,• r J w ✓ -•� '•' `"' �► ; `�' + T �` rr / 0,10 kA fir} . . w N1. ,;- * APPROVED FDR �.. _.. ' C,,C�. (•2 !�rGt t�:i N -- ,�-�� X1 ;,1► i t,� i • CONSTRUCTION ,a , ,.� w: �'Io3i . �►►,t , ,• CITY OF TIGA rs,ar 1o4I-r',., v a.� RD � � , NG F " PFRMIT'NO.w. , , �:r-� l [RAI �jR� F ' *� r� � -------------r _ ;� _r c� � -�'�• -R �I N Q► �"r'-�•A.,�$''IM � i• .:.� �i _. 1. soy' co�Tc- t(�f�s �l�ti� �. Buildiny must be ca e�'' �.. _ NO�mplr�tr d , _ -- TtTtF. a Ells f4ES"v j ( NQ . h All �� CITY � IGS �� 9NlSE'f according to cite codes :and �..-- �.--.,., ..:.- -- __`_ `'-` - - - DAT,X: ArtY,� �. htGF ;�iRY CIry FENNII PM OR inspection made Wore occupa; yPFRFQRkiSG SERVICES. ." ,,. 'at,•, .,.. - .. .. .,. -.. .. ... -;1. a;:Il .i.�sl� ., .. Iea•aC.•et .. j+�.u.ti^"'' •a�1�rM' .� _ .......,....-..��/ _. -��q9., -: !!l><.'.oi.r.«,�7Wlrtl.,a .. ...............,..• enF91 :HR�..•,a -.-.aw+.n,y_•�'�'. 4>.- .b�..r.,.Ok-,,.. -LM•w. , - 1 ; rs. R4. M tttt� I .- 7 I 1 Illt 1tIIIIt1 1{IIltttt 1 ' 1111111{{tlttlt{Illllltl{II{11{t t{IIIII{lt{Ill ' { tll 121 NOTE: I F 'HIS MICROFILMED u• I ------ 2 DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL — DRA'A ING, OE 6Z ©Z LZ 5Z SZ bZ £Z 2Z 1? 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IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - ---------... __ . .—_ OE 62 82 L2 92 SZ b -I 2 E2 22 .I. -1? 02 61 91 tl— 91 51 t'I E I ZI 1 I 01 6 I9....' 1 9I . a b E` 2 1 �►II�ulllllulullllulllnllunllu111u11u111111111111111uI1u11u��INIl11,I1I�LW.11t111111u11Illullulll1111111iIlIlI�llilhllllllltlUultrttlu111111��ftt111uI�II11lIItI�IIIIIuu�III1lIUI�III111111�IW�UUAl11llW1lW11W1WIt�11.t1Wlllilllillfljllll�llUII�IIIiI1111�11U11111 JUNE 25 1990 ,_ 51 all __. 3lI �� f,� �� 1 11 Y II 11 4 - Y 11 q 11 11 11 1 11 r,-- -- _ I' II 1. ,1 Y 11 II " ' ( �G? �"i1 'dG �4 V!y IZ I= t �� VO ' 3Ge �r 11 jn �G7' M �11 , '� I _._----•___. —_-_ � ._ -- ---,�` - -- 8 t la !.a _ I� '_.._ I I � I I � I Trk SO No' 04 _J11— III w .ire .FwAN I MrwM.LITE ",14 - -. \ _. _ ` \ ( * ,��..�o �L.i•L. « "AC.E � \ A ` Lbv� _Tr ►5�N �r � `',, �-�� - s� ZCF -i"P�At:K SIwLASN 1 d SKJk O� �i >t'Elu "c� ►�INIIIG � f - _ -1 bACYc tiI"w.lY�I / J . +� P4A I y ACIe�aF :�. 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'�j„ ,Sr'• d� :-z,i� - a•'�1 i 7. + , _ v A 14 1 P( P . _..ter_. _. .. .. � GEKJD , ,PE:C I III CA7IONS ` WAA. frlrnistt r.lr labor, material arid equipment necetssar'y fnr the 1 _ 7 i-M+'�I�t• M1... '1 ! r r i'+O�rl ` 1 t �'a•;:�.r ` �. I(31•IJ -"` 'f'° ` i.r,Stall :,tio.n of cowplet(: storm drain :ewer and wat-er. low �. i GA E '1l/ht.V� . o determi_rae existing conditions that might affect this portion ,> ._. ' �. ">C"R� • s---- GOo2Dt or conp1 y wi t ti ibove k i Nat? t: (NST TI N f the work. Failut e to • � i.11 norrwl relieve .`�� ,'a ., .. n 1 ��_ ' • l' � v5t1�1 3 ...,.� � ALL. D „ r the t,ontrac or fr ± MAIIa W174 Qm n ,...ss �Cy o rldfn any an a work *'` _• !�! �" � 7 Ievidently i the i•- g d 11 ' CJ !" S1irTiVl1AlG UTILITY which is ev den Cly neQess�ary to ma),, all installations and r ♦ v' �, � �� " ��-- I I systems corml-jete. Iv r'. Notify the Owner before submitting bid of any Fork or material ul a/ UT -?� ln,lieated an the lans or hereip soeclfied contrary T-o abu e ., r. rya 1. _. I f � !� ' WATffZ MAIN p . y Y rulers , plans or Pxi.sting condif'jons . I� . -'' � � :;-'t: !fit , 'I��,.�� ' �•� 1 � , • _... .._ _ #► j +�. 5'�F'lN6WOOD J�. - r rr.+w ,rrn j-r".w".`•�w! '.��wti......r. , 'ny, ,r�_''r. t.�ur./�rt•. D. The water system shall be an additive alVernate bid.s AI to sf` I . PLRM T:.CODES AND INSPECT10NS •".._-•'— ; t ; ' w-tLJ 1 t..1�'F A%MD DZA, l V#%LVE iN A. Comply with a3'1 code regllire�nfen�5 C3t�.t : '. TE, ,r.�i/Ai..V f3l�X SHALL- B.�' Jktc f QAC H Bu�*1G a i u PR ! B. Obtain all. permits , inspe^tigr►s, etc. , required by cede . All \-A^-r Z . i ` « -• .a1:. �' ! i ! fees saha ,P I price. Water meter' and ;�• l,l t inc•l.u. eel in .+srztllr~Ilst ri e. fiat fl Ineter vault installation by th' i,s�l Cotitractdr. Q .114. :. . _ , I ,., I IILLjj , �,+ C . Furnish a frP:rtific:3t,e or approval from thE inspet'ction authority .., I�r+Y• Ii4' <y" rMr .. � ?!•ry��,� { I�~ 'h '�loll j 1 � w 1+ >h. 'Y -•r C ru, fli..Fr•.• IGO•C� s k >,..• at the, com letio.6� � •; ZY p of the wa:^'k ,l EXCAVATION AND BACKFIr t A. ,enet al : Perfnrm all. necessary excavation and backfill required for the instdllrat:ion of work. Any damage resulting from exa9v- ;} ation and backfilling shall be repaired at �Contractor ' ly I r :� expense . r . /' „ A _ t I a� _ I _ � . .• � : .___ B WATER: Keep all excavations free of standing Wafer. Exc-avations datat.eged or softened by wator or fflost shall be re-excavated and g filled back to original level with sand , tree gralvel,, or ^t►^P„ approved m4 t ar•x h the C e . �; 12•- •� �,r � J' j � ntrac�t�r at hi$ own g PP ��, Y 4 expense. Z G C . TES', 3 :. Dur is rM. � r I g the progress of that wo',ek for rom{�art d fill ,i . �4 �. > r S `! �/ 1 a O QWT1c:r t ee'rrris >;hF _ , 6 rig<f7t t� provi.de co'nl a►. �i';�► t.�sts Mede ndcr n � e: v Ave, 4' , '� " I ( ______ __ __�._____-__ _ _ _._ _._______ t#* .Il.`;ltNw t`l.ob of a tasting 1 afio roc tt� Q 1 i !%q' I� D. EXCAVATION : Excavate treriChes to the r•ecessa.ry aepth arid width, M. /y♦ �' �r • 'L ;''� * moving rt•►cks , ro•fi� mid r*tumps . Cast of additional. excavation to facilitate utility orossavers . Additional ofrsets etc . , shat be bornn Ly the tontractmr. 1 r tib. -..� +1'��11' y, ��,. .i h / '!y'��••!� !• \\\ A' �. t � u} C pr1 7�1^ ..•� is I l.•C.r_�� (O.� I rr \ `•,•w►' f.♦ BED'jING , I i n A,, Z, . �r„ ++ 1 ! - - _ .. _. __.._ _ r`. a i iso t �ta��t piping m�1ec3fl petlai Itireale length. Level rr�rteh bottom �� N�; L '► s. y1 � P•H }{(r• •,.,�:• � ! hat' r. r its entire h 1 H -~`'" Y�!'►L. (SOX "' , F. BACK FTi.L: A1:1 backfill. un(iet^ avi .jrld . r ,<K, }• a� i. P ng shall t e bank s o c pea grave 1 (Excavated material may be used outs ide of streets at the Cc>ntractor' s r • r r ' j ,. Y. ;;� ;u t• � �'- yr�`h • ` 1 d : p h h it in any" avant. Al . opt The .f'i.rral pi ht-ir �� •- ,c coots ;hall he soy baokf ill ahali be placed in- layers not exceeding eight-inches deep and • , ,. ~ ,`,, ^ if'r"', ,„+ GW ('�rmpact:ed to 95 percent of maximum density at optimum moist r%e conterit to pre c,'•3ude subsequent siat'tlement d x •' • ', - :"i._ Tr, ti 4 y 1 i��•',y�j �, ., 1. 1/'�. •� +,� r rte. G. GRADING: f o f� , r< 1I winz ba►€kfil'Ling grade all trenches to ire level of f �a, " °, '` 1 . 1 surrounding 1 J excess soil :. r3r': { ins sol AlA11 exc: �ha.l ►�e di,spoaed of at the rite , .' I stockpile as dire*tad. P]"P?Nth MATt:E2IAL5 0 1 , , .. �' "7, �,i '' �'' , - . ,1�,N�r"M�`♦ .t..�,: Rp Y«,•' 1 .�,.^ 1► '9�'E,{` Pipe —••-•....•__., ; , ' f eneralPi a maLec 3a15 other than spajiPied that are approved by. .A. G Y code may be submitted for approval . � s �? M ,� * , '' i< •;r' /"` I ♦p - SEWER STORM D RA.] N ; 2 .L. V• NS:p�14= �(. '�':1y ..1 f 1 .may, J . - '~ .. '.*f ' :Y'.4 ..S �• r' ,, .4 • /I yj +��..;.`1, , <.,�.t' «....uw... —........_.-_. 1 '" •``{"Y'"• ^ •04 (�. / •f. 1. ••r� $ - 'I t ,. fi+ ., : .� .f >• 3 orf-. 1 ;f7 � � ( ,-.y �',.� + ,•� ",,1 �;,••,�: Y ,•+' %••;. '' •� d � ',• r: r ,\. 1? OidCImete pip � or csbe.otoS cemen . pipe with rubber. ring *,clings ar -1. �, Ir fir' ,i �' ` ;. * ° Ji y ',,r:-d w- ^, � � � 1 �F •r h"'' t ; ' (��'�'"r 1.rO rl 7 r` _ C. WA TEP rP 46 -.,- , r ,�', '1 _� I• ..,...,• ,.,,•, , ; a •�� I I - .�5 1 ) Material i 4 r x t ( ail 1 ri�.I'k1tIaFIB 111 f r the F t „_..,a .,,. � aQ' e171! _i>^e system shall b in strict tic „ - s-a1. _ f, accord with City y of Ti7. '�Ire►ke�► Utility Standards . '. 'Y�,,,'+ '%r'Ic•�: .�'r •r'S[ �ry� ��;' �r � f x r: v j. .r�:y, � '� � F•...�,,:p• '�4, . �,r ; � _ � i C< <=_C Co T "'" / VALVES ! j,.. .•. ,ky r• ' ` ,w.,l ....l:l.....<..w y,11•� .kY .Y. ''•1�• f+( �e / .. •I.��f'...! • ' V!• \T �)F, . ' t :q"4 /' YYSy r• y J /✓ �.► /II� in precast ecanopete f•' � 1 ) Pressure ragul,�t.ing v.dlves Wilkins 500 Y5 `, _ rr> �� '•f box with cast � ran 4" t ^� • ..�• �.� ,'�tyu I �. t '`•' a ,�.•, I � �tc.'� T {+ i,�^t�/�,�, •: ' Ha ^� �' r;7 + - • +- ^7�'� .. *. ,I¢'�, 1�4• ` I// • /C '� ' v/ / 5 CLEANO l_` f t A. Yarriich and .install cleancuts where shown and required by code . Clealn Is' 0 l , Ij1'ro��}1 ( �,s't ( f outs shall be cast iron equr�:l to> J. R. Smith No. 11'4 set in 'concrete '4 '-�*' is /J r I .` f ', `�/,�Jj-�"J pad. 18" square x 18" deep . i .... Y'F �,4,,`,�1F�re'•,W`h}{�.,,„Y^ .. ' - -f'' �y'”• •..•J. } r p \ '...- 'a y� � i I y. .._ • 1 '!- j`L a a � N6k,.r(;.r,Y{' y � ' "a �n w ,♦y� � � . \ •' 1 n`��1. 6 . TESTS : IHr*'.J f .rot' . L. r +, 7 'T `~ �' ,.f r•.a, �,� r.• > % �, r ''.' A. A4 requiri: l by the City of Tigard R^igulations " ', � -A,.. .,.. :..,. �,.._ �. .:f _,�.__ ..._...__.... .. -- , ..._.,. _ , -... _._ ._. . _. � i• - WO RKI1A'1 SH I P: ,. �'nYrJs7ti'�,c.-L_ � / 1" \ :rl �` i ► A'• EgUdl to the highest- stan'Ah-rds of the trades; involved . WU f,,S°,T'ww !'% "r•46 00 y' ..: Ah TORN " ,�.�.�'��+' .ds'� r �� fM ;r u G ` �'� r `/• "' "7 � 4• , S�� +t z xi.r, u v`. "�!hM. , .. I�MH�iiI"� IF�: � t. rah♦. ,`r ` ` R. _ . .. _._.. .. ..._.._.. ,..... . .. .. ._ _ •�,;} � y .•'` +�r'•r�it i ' ' a w. , . < \\ •>� �,r �_ f� s�r "yy,, �r ..yy � ! •s„` '� 'Sa' •�F:' ,L 4 ��r '.:e.l.i!. , "y�'+•'- - , � t'yy4, �' �t• � I / . . ',' •i' d ;a:.I. % M " '�.?p! �1>i4� • , \ ♦ uv t '�S � a4�4 / {.•r .1/r+I 7�..Ml�� (N� 1��w.��T Rl„1 �' -' , t+ �i�A''t�_. /� 4`°`rt# .i, I` yVA-r WK PA Nt 4 W I`r N DOCUMENT t ` + / / / ' jF_(41 S j `t q h •/r, ,. ORA 7 I l� �. _y'„ / �/ `\ F oa Y „" r� !i,•..1 tiZ.,K �'E- ".Ie.,s. NO r 1 .1 d •, .. � rt i1 ' s amt �IA�". � i „ '. -.,. �: r,. , a .. ,•. .. - ° •" ,w,, t'-. ��'.` .,:• � ♦ , ,• t• - d,1 v„ '.k'r1.. - - r'h ..4'aMr'-dR:'.•-.1•- ..� 4�r,'•"�"''7! .. ' j : ...ars f.. . . •. .,.. � Z ' t. i 4 Jw .. wa>ss /RI� __ .. ._. . .""1'w...l..•^r. n-�' """•RIS. :. '111 II/IIl1 .III III III II'1� 11 Ill fll 111 III 111111 III III III III ' ' 11 111 III III III III III III III III IIl III III III III 1111111 III III III 111 111 111 III 111 , 111 III III 111 IIs , "' ' I iIIII � ililj � lli i � iilllll � jli � IlII � IIjI ( III MOTE: I F THIS MICROFILMED - ._ --- I . _4 3 r_ 4 5 6 7 8 9 10 1 1 12 DRAWING IS LESS CLEAR THAN — - --- THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINAL DRAW I N(,• OE 6Z Q� LZ o?_ SZ tZ EC 2e IZ OZ 61 91 11 91 SI t,l EI I II 01 6 8 L 9 S b J 13144lr , IIIIIHIli U1InllnudInIli n1Ili 111111nUIIIIlIII1111111IIIIIIIlIlI1!n1ill!111111111!1Ili IjIIN1Il11!IIIIIIIIIIIIIII!IIIIIII II1111{11ill Ili IIli!i!1111IIIrIIIli II;IIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIjIIIIIIIIII�lIIillllllill�!111lllll�lIIIiIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIiII!IIIIl1IIIll�lll MAY 31 1990 yl .Q � �� y'/T cit � . 1 . I � ��' �---.-}��GG'NG ,I.vv ,, � �•U�v� ��1. +vN�� --r7 Ire. ZT 40 Q0 11 � \ I I I � � o . G ,OR lf�fRVp�p� r,•. I Z a A" ,'K°'N _ t r ` �• u- 'Z" G4PI-�,t�..T— .�, ` Mt�,Jf IG' � j 11,I LL 4 -- i \ Ktr+ G � V Q r ` `- v N I I` (il•I f I r . - I I •L � � / � + — C;, Woe Nk I � YIf j U Irl I l -411 N Wr 61 ' } cu 2 Y/2 .. Q L, Diff' 3 G,f _ y RICTa. I z r --- - of PR�EVE TIopi % EAU 'J T 6�►fi-110 IL 1 ERCT. 17►Grd�►LLY APPROVED �y z zk}~ � GE S t1U Q` . -X - _ I L RE )RED p i.. INK3 1 — ----+ ' r — -- - -- - _ _ - - - T ---- -- -1- - . ._ 04UPECTiONS REQp� .4 l I I f+ EN PRAMING COMPLETEp10h T �1\ COVER V r ; X.z {�^� DIN 1 P 10 0 E_ PLANS EXAMI U I C 1 ,A. N Ht' NS SNAI MEET w � I , Et N.I c IS .M Ctr4P AS P`kOvl,'_Q � 1 • 1 , 00' S,es!•+O ry } ��` C` �I DRIVEWAY MAX- GRADE 14% � '� A (L G 'ERACONTRACTORS & SUB-CONTRAC � c Y/�� ,�� . fl. 1104 -' t c _•_7(V I/fi I i �Q I // • J \ >-,.`i:ri ;. � TORS f� Y� HAVE �!� Y�� V� YYNY ELnow . , ,� �r.x I , -, ALL SPACES MUST BE ENDORSED PRIOR TO — W AND ALL NECESSARY Cllr iCillilS WOR ISSUANCE OF BUILDING PERMIT / I TO PERFORiriiHIG Sx,�riL'ES. PLANNING DEPT. kG!-�{ �? — ✓ 7 O ( � ; I t - Y - --- Date — W 0 J :' / \ FOOL." a I i PUBLIC WORKS DEPT. .2s.,zc O L -I 4 • t38 1BUILDING DEPT. 2 1-1 c� �t �_. / Buildingmust be completed ��.1Ql4•D I \j / waw` h., ru•L.t P.'sr / BY according to c►ty codes and 3 J t , \\ � ¢�,.•..: +> ig�� p , '.�:?,r�.:.> final made before F1:1L DEPT. DataH " � occupancy. APPROVED FOR CO ^" 0N - :°' CITY OF TIGARD CITY OF TICAi'.D I llv 0 > 4 n o! . 0 = moo' � t W 5'-aI as N �uJlc . — —. _ _ I ! .9�• jcAoU(,1ftMj�r, lP.l, - silt• v:1�1•wj cc �atirx w aEuwo/ PF „ -*' PERMIT # ADDRESS- js`- ul BY �� CIL __TITLE �. C f; SATE _..� 'N r 1 t 6 L 7 � s X >K yt v r s � 1 �•. 2D V i -Rii } ` r}y 'H•'n \ • AL rC.QkC-O�C_fl6v' ' '\ .� 1 r*jLZ / V :.t•. ,, i:it<i�:i;�;: � O!' of •.s :.f. :: r F W .i• i •,r 4 'f I r .r.. L W •L r.:i 1• I. lnf LL 1 T I 1 :'�i • •r:M•. I A 1- i•ti' S' t I •.4.'.. :.r I 'w a•x 01- 1 v (Y Y Pv:r r 1 rn •r. tl I TIGARD OREGON -Akb Q rA i �� __-=• �` � oQi (31 0 LD1 0 - _•!�� ¢Q . p o- �'�•.•`: �, GIT`( �F '1'I�Arz.V 1�'Va�i-•II I`IC'"I'�1'�i �p�i-IT'S' DRQ , U) o 1 �i '�" 2 > tU 111 'a 40 N Lo 1 U �i_`� •\ p \ zo' w 5'T'G'R•'l' 2 H LJN I Ta W U) !- z E Z. LL ° r •� .ti r+ � 1. E I K�' 2 E3 U;1 C �P�1 2 IAT "-I ;� �'' acs x,, T = LU k „ t i 0 �� ra l 1 Iy C-9 N,�1•c� GD R u t r�EI7 L h9�c �,,oe� '� � '!;' I;I .i �� ) ,� � G.r�t �III Its 0 �I 0 ; ♦N. ` II X", \ 1 ,,,� i II Ilx�,.11 II 'I I.t 1 '.i 'I / Iv��" H T�N '=' T(/ �►II�yIQ�GfT) __. _._ _ ,_ 1 GSI 12 3 �n ,� �to I , ,I I � .\ , , ,• _ _ �� .Ii ,;, I,II I � •��' GU?4 Cp STR.EETc,.E�/5 '� o r1 I T n-�O E pL 06. I� ?>LA I ,LI v� � �� '�D•N5 Gl.�v;a?1�N� I S DIV G %� �I, VA' � , -� 5 JAAWINC'. JATEL, N I r t � N r IU ` �/ ,. �� _ ,�-� I N I T I r' �.,v' l- �'I.GR FC.�U L% C EG11 •8 �U i L I Nle X42 b, '• i I 1, ✓ G `ll SHEET NO, ' U NL-5 '.o>r �� "r /"� D A w I � �� • ,�t, I�DI N� I � �� l L c. � Nti � �. - ,Ga 3 -�I N Cr tzl� Ile �eANX__ Ji,C�NS � ELE�JL`TIS>N`•:� A• I O CjIU 1 l-1�i 1.JGam•�' � �8 �G�•I,� i�l.prl 5 � V EV G! - . I Y4va,v�w,.-.._.. ��:: _ M.......^.....--......,_,......._..:., .....................w....,.w.••......w•...., ....n.wr•.w,w.w_.n www.r=.w.w.rn.r r.v, • ,w•.n.....•.• .,•.r.s•n iwl�•w""e'lo.r� HiRI" ,:;UIyM. 4MMI1�`., 4n,... ....,..<.... ,., ..:1•...w.+ v...., _................. ._:.y. «.. -_ ....... -,..-•.�...+w..-...r.._..._.,. wwr.rV7NFM'.vIM.Y..,....•.r.. ..+ -- ... ,�.. _.. _ ' «. X11 It1.IIl h II 1111111 11� III III III III III III III III III 111 III III II III III III III III 111.111 III III III 111 III 111 111 111 III III III 111 III 111 11. 111 111 III III III III �" .. ` I - " NOTE: IF THIS MICROFILMED ► _ 2 3 4 �_`^_ 5 6 _ 7 ® 9 _ IIS_y 11 12 DRAWING IS LESS CLEAR THAN �� +---� THIS NOTICE, IT I5 UUE 7'0 THE QUALITY OF THE ORIGJNAL DRAWING. --- ------. OE 62 92 LZ 92 52 bZ EZ ZZ IZ OZ 61 81 LI 91 SI vi EI 7.1 II 011 6 9 !. 9 S b E e I """" 1►IIIIIIIInNIunluNlnnluulnlllun�NIIIIIIlI1111IIIIIIIIILIIIIIl�11I11IIIIIIIIIIIt11IIlIIIII�IIIIIIIIIIIIlllll!IIIIIII1111IIIIIIIIIIIIIIII1111IIIIIIIII!IIIIIIII!1111lIIIIIIIIIIIIIIlIIIIIIIIIY:II!11Il1; j+.tE�,;-II��°`j��>1��1Li�l!`iI11.1111!IIIIIIIUII�IIIlI111!IlIIlI1111IIIIlIIWIl111 MAY31 r I>�1 .ae gap QM r40K'_IOw U' _ - - - *. '-O" C�''O" ��LQ" -CG" G -�, Io - _ - _,�._ _ -- ___ 1_+�"� 18"co HC. 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Fox. -__ _.-_ _ �fl "Et ;vE\,L(p 1 I {n• 0 OL i 11 III III ili l ; . 1 _ - I I N � fl _ I o z � ' ` I CA 4IIl'I I I I I u 3 U N a 0 z 4 I l ee a. t 3 T[ II I ( py°yyF 100. � (� Q uueu .r / J - •fid ,' ` l �} \ q' i i \ / I _I 5 'ROILY�N �jL144 r Z n %. ,Vrs � I< N IR �z N _ \ ,`L/ I\ / , _ \ __ "PARI oo UNOCRLPY r•7•tbF 41DIPG Q Q) _ w wvl2 1aIM IA 1 }��P I,I i I - a" 2 apAce EO -�- ,,{ I Oz m ! - I� I I 1 ,w. � GIF1nEQ5/I�`rF �Ior. 2-4. 1 RLYwp X10 K. '7'-- Q Z b z, Ih I I,1 I'I I I �.e� a . �� V� 0 u 2� Iw I• bfF roallw�i I I Q Ere"F d'a.�� 5'day l P 1 1 l I1zr«Yr"'mR[0 /oNa F'fas Q I I` t;"-'- PA2f`("/A'"h (�1'•d' FRm^ Wo wawa r-'�• c° lJJ 3 I 10E . I£ _ Y r 1 Y I II III 111 I �GO«Mr WALL UM I 1 ' A,N pl'GONc. MO wau. oN ' w I S I3ED2rwh1 1 I'-+Enl2oo"I 2 I 1 -- _ _ - _ I oNa rT P� -�� +D"6vreDeoNe. etbE, li l� Q Fe J w -- c • I i O __ IOe w 12 L I I b rte. is QTILEC� FiGh 20 2 T- _-_ - - - - . � ' e'G _. __lo_•d' � -_- - I iD" I I�,•'�„ ..>G' ' 4. w I,ljN ' " �- / 1-wQ z �Ir �UoT I N !� D�TAI 1. y W I "ioal.g �i,4 fl. of �- 2 11 HoTE : I'' Q. T Q SLA\ 4 UNIT " I_ « Iloao %t"4- '�" tira@s'-o"o.c.lrva/ � IJI�A I N F'LAIJ cn `L--j- MAY - � CL �� , MAX. FROM EA. c1ram E2 OU I V JNIT ul¢ _. ve•�uvevrNZzN pvftye�o•^� .�L� IV%A° = I _O . . Anr� -YA. Fun of nun SILL L % ° ' •. ¢ Ul LD gV4 Ran4E-14x6�% 8*AM JrI Iib WUto seraarlb.arenV',- LAO[N bMIL. XNb-A-E2ane., HlNa -"''iP GA �F?ICU QlTj1 /G mF0071NGo ��'(AILG� L- FG?�TINIs G X17 R w Imo'-b I '.w. PaRTY wAI� „mow h1aP.l:OY LLIP i ° t4 69 2Y" 24" 84 • N 39" � r^ oYJ � O�Q3CL 4U 4"r 12"ry A4 1)�arM . .t.raw NW re•tl WhIs.NT 0 m 1 M[p 6,611_ _ _ ___ -__ _ - _ _ ...o '.IIAIIe, 1 � .._. 1[ --- r7LMrT1e IMi h'sT `/ m QAr.K Ef�d4+Y' m - N2 >ArLr'erlNc. 0 PAn l t -- ,.-aY+A'fr'l y [ !j'1 �'• ollfH \ "�}r h �r _ ^ 9HGP' - -# W2WLn 0 - - - I . . W3 I 1" XAT" _L -rV -�" 2�"-- .tN•• l4 ,I^ I„ ro'tl -==--+1'-- - 'f- ^ut4G'co.0 WALL ON -b"co NC WAu.uwPRO WHEN q•AN -OaARIOIN11ROHIO1IE,I["rp"E1l Mc. Ka, I!"Ab"co4c IFTCn, V=ITGHEN 'NTEI21yI2 ELEVATIvI�IS uN1T ff /AN17'� �(.�vQ?ION`SECTIoI.I F-5 P5 UH 1TOi7AWINL DATE 4"t I'-o" JULY "� � �� "'SHEET NP. sommos� 3 NOTE: .F TMIS M[CIEIFILMEO23 4 `5 e 7 e 0 I� I I I2 GRANINGIS LESS CLEAR THAN TH 1: NOTICE, IT IS DUE TO TE 0R%LITY OF TIE ORIGINAI. 24X CRAN[NG, OC 62 92 L2 92 52 b2 £2 22 IF 02 61 91 LI 91 SI 01 EI 2I II 01 6 9 L 9 5 , £ 2 1 31 , 1990 1) GEN(_ Ai. NOTES j E„RF,L °• , ese notes are general in nature and are intended to set minimum standards, for construction, The contractor shall verify all dimensions and ,job conditions L!,DSS AND STANDARDS Al'I wo'r s a e in strict certpliance with the follow-Ing codes: a. Uniform building Code 1973 Edition b. AISC Seventh Edition two —._— --- 's---•( I .� C. All local and state building codes. t -;, SiTE- WORK , ve all organic material and top soil from area under the building or under paved areas. o " ST�7ilA(yE ,,� , • Fill material t0 consist of a free d►'aining granular material in lifts not to exceed $ and �--- f bo � compact to 100`,' standard AASHO under footings. � R Ob":DATIONS (Design loll 9 pressure 2000 psf) `��` 1 �" , - I �_o• � ' coatings to bear u,. firm, undisturted soil or compacted fill minimum 18" below final grade. Vol Q' Notify Architect before proceeding if an unusual cunditian encountered �_"a ,�� Y P 9 Y s are eneou to in the faet;ng �. wr Is excavations,. ;' Do not excavate closer than a 2_: 1 slope below footings, -- I .0 CRETE ": t n mum concrete comprossive strength to be 2500 psi at 28 days. Ninimum cement content to be , -- i I 5 sacks per yard. Maximum slump 4". �` Ea-_ 2. Place and cure all concrete per ACI codes and standards. ' C� sS 3. Provide control joints in all slabs on grade at 20' o.c. each way maximum. Provide tooled joints !�' `� I I at 5'-0" o.c. j I FORCING ST EL reinforcing steel #4 and smaller to be A-615 grade 40. Welded wire mesh to be A-185. i r i 2., Place all reinforcing per ACI codes and standards. Q T1 UN1T u " I 3. Lap all continuous bars 30 diameters minimum. a I -- F'µ, FL,c` 'nd iP."-All lumber species and grades to be as follows: Q I ;,- a. a. Joists, beams and stringers Douglas Fir #2 m i 6" nom. beams and stringers Douglas Fir #1 I v b Bucks, blocking, bridging and miss. � LI_JN•;T � _ I1 a 9 9 9 Doug Fit- or Hem Fir #3 � 1 W 9 c. Studs Doug Fir "Studs" Er -� 1187 A -I4.F, . _ 1 p d. Sills, sleepers, plates and nailing Press treated Douglas Fir �I _ blocks embedded in concrete ---- 1 -� ,rL i e�.�, li -u � - � Q. All ,joists or beams framing Into (not bearing an) beams, headers. ar girders shall be supported � Q _._._ with "U" t Crossbridge at 10 0 maximum o., --, for solid sawn jiist conditions. �_. I 3. " " type "Si..nison" or equal joist or beam hangers 0 C � — -- -- \ }.1oTE! SEE �N- - " g " � .. 0 4. PLYWOOD to be standard grade with exterior glue. Minimum plywood nailing 8d com. at. 6 o.c. W ! rot �T" ',�"N-ALE _ _ ! at edge and 12" o.c. intermediate bearing. Plywood I,D. index far floors 32/16. X0 STRUCTURAL AND MISCELLANEOUS STEEL `I ATTIPEee�1`to e - a r sated in ar_cordance with E,ISC seventh edition. w -- �, 2. All welding to be by certified welders. Use E 60XX or E 70XX electrodes. 3. All bolts to be A-307 unless otherwise noted. Provide s+ nd"rd late wal.hers under all bolt I P ■ EL w heads and nuts in contact with wood. DESIGN Lg-S Z --- —moo? Live Load . . 0 . . o . . . 25 psf �+, 4-- 7 q v 2TH �.{ Wind load . . . . . o . . . ]5 psf - c,� G' Seismic Zone . . . . . . . - 2 ps f U►�_IT a U UJ A N -- - 71 Ul_ Cn '� G /.� 1.t✓ ' �, ( �, . . _.... _. _... _..�_�____.._.�_—____ __— . _. . 10 W 0 \J r � LE _ - >~ - I LL- -r-L]�J --_- I -- t - - --- I a Q ED Q '✓/& 'TIC�N a] a � r— X -6N LU _ d,. _ lit tn v1�1I -- -- �oti�.g Yes"s LU UI0WQ aczn o 1�1 c 1 — +'• / �7 --- — G7 R AW I N G OAT E I - , , 1A7� Si"EET NO. t,00 V .. r'1lllllt•1j11,(11 II1i111 II'1- 111 III III III III 111 1(11111 III III 111 111111 III il! III !II III Ill III III III III III 111 111...111 III III III III ill III fll III III III III 111 III 111 1.�` •. ._.. r 1 NOTE: IF THIS MICROFILMEII I 2 3 4 5 6 7 8 9 10 DRAWING IS LESS CLEAR THANTHIS NOTICE, IT IS DUE TO THE QLIAL!TI OF THE ORIGI14AL DRAWING. -- OE 62 92 L2 92 SZ b7 £2 32 12 OZ 61 91 LI 91 31 b I C:1 21 11 U! 6 A L 9 G t, £ 2 I mull. 11111111!loll 1111111111i1L11111n111u111111n11111111111111111111111��l�l1JI11111111jLu1lIU111111�U11ililllll;ll!illlllllllllilllllllll11111111tiUll�ll!111111111111111''11[fill IdIIIIiIiIIIIlIiIIIII�UtIIIIl1�111�3111�1111111111W1J1111�1111�111111U1I11�;;,1UlIUIIllI:IlII111111IIWllln MAY 1990 I ' 1 '0010 . ..... 40 ' p w r z T T O • ; ! �(," gQ. bl�q(ED 201 t.1 G✓;�R��6 4>i`�•�OtAOTS ' � ��-- �--- .._-- �:�—•� __._ � -____�-. . _____�___ ---- __— - r}------- �— �x(o t�►�R OCGK i NCS �y r,� �N:w NG �y`�'�:� 1 u 4xi! 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I L_1_ Auj - ._ _.... _.. --.)•.f:t_A'!R!!1r..ttR!.,j.Ti, 'Rt �' — -- — - - - 11 ` _ .. if n OR MNING DATE r2 E�!ff V,-I%,-T I TYP'IGGL. -L;SLE . . �' i - c �` I E 10 1 �,,, ,..... ----.,. ,.L.«.. ,. ,� �r.1■�_. dw ll� 'wry" .. . _,. . . - _ - .-.<_..__.------,-,..4-,:,w.ni.•-,. . :.«_ -_.�+w:. .-.■:uw2flrYrworr.". 7 1 _ --m."..••. -^WAN%,V 1 WAW 1 - l I 'IIIIIIIIIII'.(IIIIIIIIIIIill IIIIIIIIiII1IIIIIIIIIIIIIIIIIIIII1�lllll`IIIIIIIIIIItIIIII111111IIIIII111111IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII1111111I111111111Jill llifl y l 1111Illlll1111111�1111111 OF `1 - NOTE: IF THIS MICROFILMED ( ?. 3 4—_ -_ 5 6 7 9 - 10 - I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIG114AL r DRAWING. OE 62 92! LZ 92 SZ 1p EE ZZ 1 8 e OF 61 11 LI 91 sl I'l EI ZI 11 01 b 8 1 9 s t' ,rIIIIIII)nnluuInnllnllun)nu)nulnIIIII111Ut111111I111111111I1111111IIII IIilliulIll III111611111Jill Ill ill lilllllllllllllll1Jill 11111111111mill III IIIdIll 1111IIIIIIIIIII�IIIIIIIII�IIIlI111111111IIII1�1111��IllLUlll�lll1�111UIlIIW�I111)UIt�IIILW_l!�!IIlII111lIIIlI11U�1111 � MAY31 000 I 1 1 .00 4 - 1,Y44 + _1,Y4" Przrnifi I :i;� :1` larrtr, material" anct ,equipmi, r nvoi-uFs•arrir f-or *ha 4s7'4�G w�••� -V �F �-T-� -IN. 't+. 1 t. of MOmfile-17C L )r:T -1riain , eew •r arri w:rV6xr . frx-L lei,en I _ �►:Y f r— 55UeF+ QG.1.�LL !K _. ( r SI GAT •yr'1t�1 *`! r� 1^ tf! t '�WVoS� n f 1 •_ t r• + a4 I � YA.I.V" tK�7 � � �: sha�,l ul*It�tr � i.., d an,,.rf�t i.uer �n�l �+ar i •� VALVE 1, - f,.G,. + r~; X ,+rr lat,:.; rnict: e� i;� 1:�? c. ;ldtinrl hs; might- df..t-rct t1gIS .4„s bay/ ! t'. J / s f. t bIR= wt•►tri.. t a `tlrr uo V.:)mpl y �i.th abcwe w{l.l riot r4lieve Y --T ,_r_�oRE)tNA:rE IN��TAu..�.'' ;vs�: r R. ✓ n`•,' �_. + GIS -AVO IL MAIN `N17H the Fs:; � arrear `rt„ t► he r1N"e^3yty )f dcai.ne air,'; and atl work' `+,,. N M3 ' `•...J 4 MlG.41^ . _ 7'3 , j ` t :\ir1!C� IJTf� t'T'� WT11Ch iy F 1 '@t1'. ,lL'�»r'!sadr'y tr) rRd-1''r' all installs' icing ar 1 sy .temlt: Vorni F a" #"AOe IM11+rr" •- '"1-- `X i, . fir,-ti f the twu.:'r' t),i for r, 3ujr3mitt inw r,• , , •ti _ c � i s �.f a►r>,y work}•: �a r r►)s t.�� i as 7. � I - tE UI f W .. - r`' { ,_ • 1%'_" WA`t tl`t Ms'.t��a iu : LEGEKip IY ; ,a 11 RP!:tel ! CATIONSS I. .; 1 . SCOPE -- 'w—�-- YVATEX, LINA •` ! 't ;I A. rurnish all' labor, material and 04"P y f Hent necessary far the ' CO •l'. - , 1• � I�1 I installatie" of eornplate storm Arai", sewer and water. ae METF_Fz d I 161 0 )� ,e,EpUGING 6AT7"VALVC B. Bidder shall visit site of ro osed 'oonstruetion and verify WpYT sG •PRV P -"� !_ YIQ1/ WA�.�r•� 60X or determine existing conditions that might effect this portion Wi.,'1 VAL.V'�" �`� bx 1 of the wank. Failure to comply with above will not reiie.e . I" \- \ + -- �' '" ,.Y { -GOORDIN4TE INSTALLI(T'IDN P Y , B � _ - the Contractor from the necessity of dein any and all and � '. / y.J G" OF WATHC MAIN WITH ' SERYn-!G UTILITY � which i.d evidently necessary to make all installation'. and ' ! systems complete, ! -1 7 G^ �Y1 C. Notify the Ownsr before aubmi sin s eci ie any work of material N indicated on the plans or heroin specified contrary to above c --- -_ IF' V CEO -MA1N , PUNS, Pans or existing conditions. J 1 �j"6�SC• " \ 4j E cE. SPRINGWDOD JR. , I D. The wager system shall be an additive alternate bid. 1 -11_ w to m SL PERMITS CODF$ AND tNSPECT10NS WM { A SE,JT CFF AND Df AiN VALVE IN Ry�V4 PRY +E 0 01 I A. Comply with all code requirements. (V A CONC2EPE VALVE BOX SHALL_ o ? I H. obtain all permits , inapectioms, eta. , required by code. BE 1N >Tj+,L.L EV AT EW-H BUtLpItJG U h } a I I fees shall be included in contract price . Water meter and h VVATTciZ sEFzvTCE= a meter vault installation by this !'oqz^actor. d 2 ALL WATER METERS AfzE I" I 1 tip ' C. Facnish a cirtiticate of approval from the inspection auther'ty I�•' Y ' ' " Y at Che egwple2ion ' of the work. Q W 180.0 9 -3 ALL FRE✓SLi12E RZO 1NdVALVES 7= + j "-- U i +l.er ' • ••. . . EXrAVATioM AND 9ACK'fi'LLI. a AILiY� - __. e - ---T A. _,eneral Perform a! 1 07 n oessa ex aye tion erEdback`ill re luired � f � � "1 ( I for the installation of work. Any damage resenting In e!.oav- e . . . I I ation and backfilling shall be repaired at Contreator' s expcngcr. rV ' ) E �� B. WATER: Keep all excavatios free of standing s water. Excavation ' rti w •, .1k a� : , I `" ',. , ,1,.. , . I .� I - •leiraged or sofn softened by water or frtgtt shell be re-excavated and filled back to original levelwith. bend , pea goavel, or oMer 1 approved matori.el by the C>ntractlae',nt his own expense . 2 ' I C . PFS"'S: Durine, the p 'egrc s.s of the yprk for oompactad fill , the j. ,� Q OWner rsserYeW.t}he rivht to providet comE>aetiva tests made und^rl �G OI /�,'f`h .. ---__—.._ . _ - -- -.. tAe- d rwl.t,iOn of a tes;i,.g. la�rat;irry. 01 - V y�;; � � A, r. f1 �. • 14 l '•~l ya�� ' D. EXCAVATION: Excavate trenches o . the necessary depth and width, !te- LL I I �T f� rv�!' . 1 - 1 �' 1 + - caving rocks, rooty pad stumps . Coat, nP additional excavation to . W facilitate utitity crossovers . Additional offsets , etc. , shall be - ! borne by the Contractor. I ,9 BEDDING: All piping shall be laid on a smooth level trench bottom 1 sr, that contaut is made for it � length 6A-F� VALVE '.r 3 ::;�y.�".0 .-------- C' VALVE SOX ' r f F. BACKFILL: All backfill under pd1i shall be bank sand or pea gravel . I T, (Excavated material may be used outdid" of streets at the Contractor's _ • %�� optiell. The final eight-inch oourse shall be soil in any event . All v9 backfill shall be placed in, layers "ot exceeding eight-inches deep and ! 1%"CWF ipRY- - caVpa!•.ted to 95 percent of maximum density at op'imum moisture content? � I ;�•t '(i 1,'}�t �' to preclude subsequent settlemenrt . G. W 4TE— I _ •v FOR iL ERADINE: Following backfilling, grade all trenches to the level of surrounding coil. All. excess soil shall be disposed of at the site r stockpile as dire?tad . Q 4 . PIRING MATERLAI_4 : I. 177•5'• ! W A. •6oneMlr Pi, materials other ttlan, apecified that are approved by code may be submitted for approval. . a B. k b1 ti-mw Uq_ Il,ip, I Concrete . 9 a 1, F..tes Ement pipe with rubber ring joints. or O {,;, f .:e ,.__.�..a�._ . • ..i Y i last .non. . . it IC _. .._.. ._. ... �,+,., C. WATER PIPE C . nv. a It. -:-„p< •'t T ,�; W ' :iJ 5' I I (1) Matemial ,.and watkmanshipfor tine enti.ie sgstem shall be in stricle accMcd with City of Tigard Yager Utility Standards . ` D. VA'L E3: ":,{' regulating l tY. ..61" YS in precast concrete .., r. +--1 � ' •. d (1) Pressureva vas M4 `'('r ,' ((I L / ••f,. I• 1'r c box with cast yt+0" lid TAY 1i / kw. ' S. CLEANOUTS � me \^ '' ,1 -r- " _r«/ ^L tt \ �t'L_,.,_,;�_._. r I ! A. Furnish. and instill' olewnoute whetw shown and re�a trod by code , C!eaq- • � �� ' '` +a' 'r � < t' m 1 ' outs shall lie cast iron a ual to J;R. Smith No . 424 set 'in concrete tA1VE- .1pT FEi�r "'�•^y.r" l; PSL• 17G,8 1 ! l q F✓Ns..OP"E>k'T'q : 1 _ \. � 5� m ,_ \� 4 '+ / ! Pad. 16". aghaz•a Y. 1P" deep. -7 ; 173.6 �t TESTS i A140THE3M COW-rKAG'}'' \ N ii ,',. ! A. As required the Cit of Tigard +y' ' by Y 8 Rogulationd. A I� ) . WQRIUTANSN.TP: J 7 i Atl . A. Equal to the highest standards of the trades involved . FKY-�Y 1 % Z 21 \ 1y2 IFf1 .ti �Yw • I�•• , �. � VALVS tXOX •\ .•k } �' �� to \\ � ^`� � � �� f , D . r 0P yVA1dATE IhJP4 Ik.,L.wTlpty jDV Iwo. CSP' WATER M/+/r Vy1YH r ,. SERVING UT16JTY . OgAW rY0 OA*U .. 111111 E111 11111 1111111 till1111111111111111111111111111111111111 NOTE: 1! n41S Ml,- ,J IIw11, I 2 3 4 5 8 7 !!8 9 10 11 12 DRAW IN, IS LESS !-IEAR T9AN THIS NOT ICE, II 16 DUE lO ill[ QUA[!TY OI 111 OR'f,INAI ' •Aw I,K. OE 62 92 [Z 92 52 bZ EZ 22 IZ 02 el 9! LI 91 51 1:11 EI 21 II 01 6 I9I1' L I9I5 to IEm.,.2 I ,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIN111111111111111111111111111111IIIIIIIIIIINNIIIIIIIIhIl111IInIINIlI1111111111111111�IIiPIIINIn111111tI11111111111Ih{111!IIIIIIIIIIINNIIIN11111IInIII11111111IIIIIII111IIIIIIIIILUL11Illlillllllll.W1111611I16111111IIIBIIIIiWIIluuluulnulllUluu MAY 31 11990 I i' / � l 1 Cp Ic� (SA>rN I 10 t"ANf'i FR771 �4��L. 00 T I_.;_Ntir. I n I I O 'Y i 1 I 21'f- �� ..I, . �1 �eeN1'Y I 1 WAY @20• ] ;4 1 A � Jal l -` --- 4131 / I 33- J jRom CEMENT PIK b lir►�rM � � r' r� r / yrs r....-�-�= c_G i 11 I �,Ls Dow i \ / \ SRWLIC hlNr� ®AS)00 5 A. �• ��~ .. . ....... r1 1 I I ► 1 I 1 1 1 1 1 1 ..�..11,...R .................-..,. •r..---- - - -._._.. � _.�.rl ;• I I 11.11 III II_ I II1II � IIII111I1111111I111 � 111111I1111111I1111 1111111111r1TIIIIIIIIIIIIIIIII!IIIIIIIIIIII NU 11 : IF THIS MICROFILMED I 2 �,�� _ _ �*_— - 5 6 7 8 9 10 I I 12 DRAWING IS LUSS CLFAR THAN -1 `- `� -------- THIS -'—THIS NOTICE. 1T I5 DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6Z 9Z LZ 8Z SZ bZ EZ ZZ IZ 02. 61 91 LI 91 SI bl s l ZI II 01 6 -I9 L 9 SI b IE Z ^1 '1.11" I�IIInrIIIInIIIIIIIIIIIIIIIIIIIILIUIINIIIInInuIn1111n1I1u111111111!1111,111J1n�MnIINl1111n�(ju111lII1u11N�11111111111I)„�IIIuI111IIJ11111{u�Il1)�111111111IIIII�IIIIIIIIL�IIIIIIIIIIIIIlI1111�1U1IUlI�llI111111iIIllillllw�lllljlllllllll�IlllIl111�ilIIWll111uItn111111IIwlun � �' MAY 1990 .,._._.. ......,...._«:Wr.�^Trr..rr.r,....�,.r.,r.,M.w,,,w. ......�...wrw r..r.....w..�MMw.r��w _ __"'.'_._ __•mow+—.ter..-.. ...--...�.�� + .. ! Jzrr <OP051D 'a i / / ✓ r ALL �F.^�"!.✓ �� fir• /' �� / ^ ,/rte, 15 I � ___ � �Exisri�y� - �•- Fr �1 A / 1 s ; 00 CH L r� t oe ol � + „ �, /►:�Jam. ,=,,�i Y — /1✓J � r r,,,,�./{'J/C,�. ��+ f .��, i'� ' Y`'��...__ � r \ -' A U G 1973 Ar %Y<� r:f�• E 't w`• �� CITY OF RD TIGA 0 , ♦ t � �.�.�IY�.r1. �� J 1 Vii/' � •✓�- J. 111 � �/�' i i• � ' J 1, r� e I . Ncitifv Tivard water District prior to 1. All ? :•)ca 10' late.ra: ly or +' ver t!caily cortmencin.; conat_ruc�ic)n. cn:, r I - �...tc , ra. ,,_ hr,.11 be encased Itl from rrus!'• 'pUti-,: ,'�'4 i 2. All work .hell be in nc(.otrianc�• with A.6.w.p. in. With concrete 6" thick. standards• y. M;rinr, shmlI be tested At 150 poi for 1 hour. ;. All :•,ork sh,%II he inspected an•i approved by 4. ()aS. 8.H. b,•tcteriologicn; testa rem Ored. i -- - ,3 Ti:�ard UAt.et District. 10. Tigard water 4fatri.ct shell instNll pit 4. Fire +�vdtant ossemhly c'onsirts of hT x f1K cooter services prior tc, hlncktoppinu of fee, 5" r1k; gate Val•'r' f " r 1, x F,.,; spool, street. Meters will he installed by the I c stir' Pacific :fates fire ►+%r!rarrt, it" MVt', di st rlc t per indtvtdurl. req+.lest for aaete. • J 1-port ( 1-11" NST hule CU-WCi t{.JnS, 1-4�f" 11 . !'(1(jr+ l.r�'1"lr'_tnn of ieat4lllltir) 1, % 1)ntCAt for c1„nner), 6" F1e, connectir,ns, i-" Pent Onr 2'1,all Advise 11,4nrr Water IAntrict of tutal TIGARD WATER DISTRICT "'ut, o-ion left, colors red, t taffic model . con;;tr.i*tiuu costa to whir '+ will be adepd f 8841 S.W. COMMERCIAL STREET • TIGAND, OREGON 922.+ `' •• Poured cotrr.rete t:hruatGloc4s c' Least 4 l0". for district insoectiors, water loss, sur.are feet of bearing surfece ;•t all cross, OVCr`:eF• ulntinistrntian, sampling, etr'. , 'rELEP40NE (501) 6391554 tee, bead. and 'glow-Off loc^ itone. and til , .,r rn,,ineerine, including perrrnirs, 6. ?f-," of 1/4" minus ,gravcl c,,ver for .-] I rral.ns "hs-built" rtrswings, incecsectton maps. etc. NP 15R PROJECT I to streeta or drivewnva; otherwise. W' of earth c vct . i i.. I 1 Robert E Santee, P E AHministratnr tA y �I ( t I l.Cl III I l l l l i t • I i ►III IIi t 1 ilt �lI III iii iIi ill III ill(iIi1l�t�ilili�lYllilll111I'ililfl1l111111111111111I1111111111ilIlilllll111I 111I111I11tI1IlIt1)111t�tllllltiltl11111I1111111Ililllil'tit�tll � i - ..__,j - ._ . _ NOTE: I F TH IS IA rCROF I LMED I ? 3 �. 4 _ rJ 6 7 8 9 (l] 1 1 12 p DRAWING IS LESS CLEAR THAN –`�`� — -- ----------� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 97 12 b2 EZ 22 12 02 61 91 LI 91 51 t'I EI Z.1 II Of v 9 1 S 9 t, E 2 1 00 Or rnllllulnn�lrnlull�uuluulnuluullnllni'��u1lunluulu011luihull�111OI1tIlu11111I�,IllUlllltulln!llnll�ullln11111nIf111111i1I111hJ111IIUIItttlltllllllllllUllulllllllllllllllll�lUlllllllllU�Wl�1LII�W11111�I111�11lllllllilli!)IIUliIIIIllI1�lII1I1111I1111I11llIlIH MAS 31 � 1990 , .. - ^ � __._ _ . --- .:...err.. _.-.�,.. dr: _...._._� .. .,�.....�.►-- __ .._ ~�_ - n•m.P a.I,+]9lMN,"rv.. ..,..:.—..•.........J'1�1,q,lilYlry e�1'y,+�.+:,9e..•v.ro,}xt-,.I.M^��.�.,:e.rr... -.. .,.,... .-....�...... ..,......an:v,..v«h.w:r... .P`v..... ,eMM!'AI.IR•''!�IM��'41�MR^II IIA�IM�M•Y`P'•••,r. . ... �....^M.v�.^�'I.v..w r,. �..-..:",M'�+l.I:.,, a� M Y nr. ae.,n.r^'YM�r.,.nx...re "IgIPM/+tT..xvM..x'te�plM+Pwe.,#y, M/MMMMM@pV, `�!P�1 19RTw ft/I b,M•117/ • MIMtIPiNK"�.�.!'^'• 1�. www`•f.!IR,MM11011.1.^11iM.gq.,�w •tiers.unmr..,..•n.......wq,11A,M' a c • m.N ..« ..r•,:.wn.. ......., r.w t1't+!1100.tv.tPllYM•TA0 _/ �..�.•.�........_.+...+..-r..—......_..,:.►+r.....�._-.r�. r�.r ..__ .. �_�T•.w. w.Y�.+�r.___......_�._. _.. .,.._........_-.. .._... __ ._—_ _.•+_!/.r^.._—.__._�— M1111�..�.�.•.�Y�.+ ,MwltiuOYrw s w. xil'Y\r�.V^1�Nlri®..yV,r.,R'ONi610.•�YII�.Rtw A•.^l..�i..i/1!.#..F .—.._- .... .�r.wr.... ... .. 1 4 r , VvA S� 1/A1Q-> Tom,' /loll op 0000 r \�• `' IN s rA ' G A5 AfLk( 0/N.STA L L r 01 ! � 1. '• � .. _7 1 ! All AVROPOS D 90C.).-. T I I I � 1 Gil G. 41 ,,'. • ,mac. _ /NSN''A L L 6^C. o _ �,v's rq t � I •� i /M9 T4 l L TE",E Wj;� �, V. - ..-tea` i • ``- PROPOSED 6"C.1. 0- op 001 /NST ..._ " ;'/ 11'VSrALL C� A�✓. TEE \ . 3- � " V �� nr n r I TIGARD WATER DISTRICT 8841 SW GUMMERCIAL STREET • TIGARD, OREGON 97223 TELEPHONE 15031 839-1564 1 _ _ — r WATER PROJECT Robert E Santee, P E Scale : Y .. _ .. _ wrt+tw�1w�,M11■K '. '(Y1AMlIFMu7�i�,19��0M'� .. .._.. ='�` !l11lII1lI I IlI ill III lI III ili III IlI IlI 11 ill ill llI �l� lII II�!I�I III IlI �lI IlI ill III 1lI IlI IlI IlI IlI I�I IlI ill ill ill III�III IlI Ilt ill III ill III IlI IlI VIII ,�' y -�-- #. �:_,�.,- . 4w �- NOTF. IF THIS M ICRt,F 1 I_MED ►..��... 1 2 3 _ 5 6 7 8 9 Ilo I I 12 DRAWING IS LESS CLEAR THAN �~ '�"— — '"--'�► THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW 1NG. OE sz 92 Lz 92 Sz bZ E7, ZZ 10 OZ 61 91 LI 91 SI _1►I EI ZI iI 01 6 8 L �,, I toil III III:,IIIIIIIIII IIIIIIIII IIIIIIIII I1141 nlnnllullin�Ilu�Inul�l lul�Jlll�i�lllllullnl (�jlluulu!Jlu��llnll)nllulllnlll)11��1�111ju�lllul�n�Illu�uuhu�IlnluullullluLlu�II uj1111 iJimLio6idim 1111 Iimlimiml ._-_ _ 199Q M - AY 31 . �. - Y •.. . _, y