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8376 SW PFAFFLE STREET-1 I .r + Fo r L._ PV P P i,,t:� v E rj r' �- t� - I co2 �Wv (AV, 5 Y o � 5 RTL.�� Y P ' -rRM - POOL . E� U P T L A YCU To C1--4 R R IA (-71- H 0 L,I%..- E mmmsmm a . 11655 SW Pacific HWY Tigard, OR 9723 8376 SW Pfaffie St BUP 97-0304 1 of 6 K _ 4 Y IF THIS NOTICE APPEARS CLEARER THAN THE UU1r 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I� I � I � illlllll ! lijiji � l � l � l 111111 , 111 ! 1 1 ' I � Il1 l I I 1 ! I IIII ,$ ; I I I 1fImm � � ! � � � ll � l~� � 111i111 : . IIl � lllallillillll � llll noEarcHnMF --1 � I � � � � I � � ! � � . III�IIIIl11i1l111111611�IIIIl1111161IIIIII�II�I1�1111s1III;,il111! 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DI S T A NCE TO GROUND. ALC. P OS T�� A,�: D PI C.'KE r; S i BESVERTICAL . FENCE TO SHA` g• ) 4 ,• X 8 ' SQUARE TUBE S Tc FL (z �'E r? (3" A 7E) JF` GA TELC1SU E Ott, 2 � I FENCEFOS T SUPFOR TS SHA L. L BE ? " 2 " .x 8 ' TUBE STEEL. MAX.. 8 O. C. - No . C. •No IT �. - - 7 GRIN r) SIvfOUTN A V1' LCIS. M1N 24 . _ - ( "PAN, ,-- :SAI~' " fIARJ I41ARE MUST BE AC)L%E�1 T II'JTERItJr; -� Cif- POOL. GA TES PER C. 0. B. REOUIR MEN TS. .S CAP AND WELD ALL POST Et DS - 5 4. CCia T ©RIMER & 2 :'OATS PAINT "GP ALL STEEL. MATCH ARCNI TEC; r .!RAIL META ' WORK 1N APPLICATION TION AND TYPICAL POOL FENCE ENCLOSURE AND SWING GATE DETAIL SCAL Eo N. T. S. L3. 02 ,� -0 i-.1 r-_5 A ►r J t / r- o I A r 1 8370 sw Pfame St. 13UP 97-0304 2 of 0 r • -..� .,mow.... .... .. r�nr. .e IFTHIS NOTICE APPEARS CLEARER THAN THE OCT 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1 ( iji � l ' I � I ( I � I ! 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BEDROOM 2 LATH (0 r- RU99 LE WALKS 3E '1B' UNITS a 62h 50. FT. I BEDROOM I BATH I TYPICAL "'4 WI AI - — - - _ _�:�- QU1 c-: -- — r. I►fit S _ 84 TOTAL DWELLING UNITS 5 42 ACCESSIBLE GROUND FLOOR UNITS FLARED RAMPS MCr'AR - � � .• — — � • GARAGE ,` , � _� � ► 5 f- w• ��=___ - � � OFF STREET i=�RKINC� 23 10%0 X 20/0 GARAGES 21% m 131 8i8 X 18/0 STANDARL STALLS 164% U .►� ?L, 13 8/0 X I6/0 COMPACT STALLS 15% 7 �G I'13 TOTAL SPACES PROVIDED 206 'tea ll V — A INCLUDING 6 HANDICAP STALLS A”LA -4 -4 ' ♦ _ , AND 60 CARPORT .� I fy - fy 04R,234 sUr1r1p4 R 1' !1! ♦ J `OT COVERAGE 38,6@© 219_.._ U �C PARKING AND DRIVES 52185 10 �g MAIL �E � �� AREA OF LANDSCAPING 81565 510% � z ,!f! ' .�' � _ T AT I O. SITE AREA 1'18.95© Ir7�� SAN STAL L c, l - - PA�c u� ARIA �. f �, r��'� ♦ 8 / / rfft!+B - C!TY OF ,ppr:,vr''...... ... ...................•.... .. ): SDE ,. e I 1 ':..<• " 'Con�iitint ,illy ,�r;t;rovcd,. ••( f`•or only the! \v0a5i described in: ♦ ` , 004MAL MOTORS "\ P)ERMIT N �� s� - G �� R■ ,. � � TRAIhINb G�'NTR1i2 '�`�' Sea Lett- ro Fol"w..�............. ..J.. C 0 ; 5� EXi'ERIOR LIGI-4TIiVG '�., �� a� — L 1\ C 1 ` v 51NGLE HEAD 150111 NPS - KEENE (Vp�{�t SANITARY C:RCP BOX AND ENCLOSURE 3e AREA OF ILLUMINATION 130' X Imo' I Fc �' ♦ WITH RECYCLING to�■ DOUBLE HEAD IC (.-)W HP5 - SYLVANIA AK10(V \� ' O AREA ILLUMINATION v 1110' X 240' * ,I Fc INTERNATIONAL HANDICAP S1'M30L OY , p` � WALL MOUNT HIPS - KEENE SAW 153NL><-I � » AREA OF ILLUMINATION 40' iC 20' ,n .5 Fc a -- -� EX15T, GRAIN,4CsE PATTEF�I .l AT GARAGES USE PACL IGHT PvWIBB FLOR CARPORT - KEENE CS.-4C CWDL FLOR POTENTIAL VIEW CORRIDOR$ EVERY CTHFR STALL , MOUNT SINGLE AND DOUBLE HEAD HPS L4S-'7=5 ON 4' X 4' x :0' STEEL F'05TS WALL MOUNT HF-16 12' ABOVE GRADE I(Y.'4 `v N.•. \\ ► �'`' ��' '�' ( MCH CONSTRUCTION COMPANY 01:) tat=- / I 8335 S.W. Oleson Road, Suite C C � J� ' (�:;,� / • � .` AQ Portland,Oregon 97223 �� ' C7 A 8376 SW Praffle St s BUP 97 0304 3of6 IF THIS NO'HCF APPEARS CLEARER THAN TNF. OUT' 7 1995 DOCUMENT','rim DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1111i11�1� I�lI �IIIII �IiIIII �IIIIII�IIIII I �I�III��IIIIiI! �Iilil�lll�l��,� il�irl���lili �111111��ll1� ��Ililill�11111 I��I�II�II�Ii II�IlI��f��lll� �I►I��il��.l� �iil��i���l11� i Maw 0 a� Iiillflii ilII!IIIIIi11i11II.fill1111111111111111 ui1111li lmhIII !I';!!iIIIIIIII itiiltt►tinnlltit nllliui ti hn1 1i13fntlllliinlllnnlnll{nnfl►�INI1+1111{IIII Illtlitii Ititllfit ItHl111t tlillittt tltllltti II!Illill tttlliiltiititlittt ttttllttt�na{tn��t+I r Ilk a i t i s • P ui Lu Lp 1c 1 i ........... '�' i CE DER I Nf3) 3;0 k S/0 SH WP _ r ZZ 000 SPA LOCATION 6 a HDR WMULLIONS PLANS AND PER"M1 - - ( DY OTHERS l X S/ 3/ ?) ¢ 5/10) SH TILE HEARTH 4 X 10 9 PG Q f 6 X B HDR WtTN h'1ULLiON>3 9 LOUNGE �--- X \ TILE 23/0 x 14/0 .� b I _ � bX8 f X I toF/ 3 0 R � I X I _ ( /�, r— D ?� 1 NR WALL WITH !� r I UNQER �' TYPE 'X' GYP DC'. I 3/0 X bib FG OLATE E`�CG4 SIDE 4 CN CLG. R: U 1 VfNYL \ RER OF MECN. R�.X7C�I f MI' ! \ Cr _ 1 ASSEM15LY ITH 3/0 FR 4' \ 1'°iECh�/STDG? 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Illyilli Hii�l(�!{1".!�+�(s nsslssss�((is�(rss (u(I!(n !snlsns�!n!1!!!!�u!!Ilu!�n ,1 I t P EQUIPMENT LIST _ POOL DATA TABLE OF HAUNCH THMES, NO. POOL DESCRI PTION SURFACE AREA - POOL DEPTH THICKNESS - b I FILTER T IZ ` ) _ , PERIMETERS' -_ LESS THAN 6' - 0" S" r-- - 2 PUMP T' 1 - HP- VOLUME �l �b - 6' - 0" TO 7' - 0" 6" 3 HEATER ��1� .= BTU BATHER LOAD MAX. '�1k - - 8 • 0" 7'' 24 4 RAFT HO STACK CAP TURNOVER PROVIDED *] k,z= Co (, Pr,\ 8' - 0 8" 12" 5 _ ___ SKIMMERS ' 3 - WATER SUPPLY C� - = 9' - 0" 9" 6 MAINDRAIN W/HYDROSTATIC REL. VAL. 1' BACKWA5H DISPOSAL = 5 ► r: __ 9' - 6" 10" 21t E. a u/P T ROOM � u. � P DET 7 _ �- RETURN INLETS 1 `�- w1�,�, _ Oro ��� L STEP AIL , 8 _-1-__ FILL LINE " 9 VACUUM BREAKER � - i �r - V2' 10l6 -�_ UNDERWATER LIGHT II LIGHT CONDUIT 4" CONC. DECK 12 l GRAB RAILS 8 STEPS SLOPE AT 1/4" PER FT. 13 �_ HANDRAIL • --- __ 14 _ LADDER _ 15 _ DIVING BOAR r'� _ - WATER LINE -- 16 SLIDE - COLOR R L 4 - NO. 3 BARS _--- I SOLAR COVERIN BOND BEAM 18 POOL COVER _ 6" TILE \ -- 19 AUTO POOL CLEANER 3/8" WHITE CEMENT PLASTER 20 ROUGH IN FOR FUTURE POOL CLEANER VERTICAL WALL 21 VACUUM HEAD W/,,tom FT. OF HOSE b a - o~ MAX, LJ 3 SKIM WER TYP AU TCS FILL 22 � MAINT, KIT - ' �� 'Ir�� , 23 MISC. NO. BARS 112" O.C. E/W VAC LINE SPA CENTERED IN WALL _-� h N DR A 1 L I FILTER 2 PUMP _ _ HP SPRING LINE G�' 506" L 16H T �2 3 HEATER _ BTU � ---_--� -�- -- � G 4 DRAFT HD STACK CAP ADO NO. 3 BAR 8 12" O.C. - VERTICAL ICAL REINF. IN 5 SKIMMERS HAUNCH WHERE WALL 6 _ MAIN DRAIN SEE HAUNCH TABLE EXCEEDS S' - 0" 7 RETURN INLETS FOR WALL THICKNESS / MAX. RADIUS -- MAX. RADIUS AT ANY POINT EQUALS THE DiFFERANCE BETWEEN TOTAL 8 THERAPY JETS REO'D DEPTH AT THAT SECTION AND —� q BOOSTER PUMPHP \ THE VERTICAL WALL DEPTH. 6 A ABPAI L MAI N Dr- AIN 10 BLOWEI; HP ' 11 FILL LINE1� A OJ RETURN 12 VACUUM BREAKER � \ � � TYPDEPTH lUARKEA TYP, 13 UNDERWATER LIGI�T `� , r- 14LIGHT CONDt3 T \ e.. 15 HAND RAIL 16 SPA COVER -36 M1SC. I s. y -_ '► I I CHLORINATOR vl%s_,'- c) 2 I FLOW METER 11/2" HYDROSTATIC L- RELIFF VALVE " 3 �� PRESSURE GUAGES ,. . 4 ROAP, FLOATS 8 HOOKS 74. 5 CUP ANCHORS 6 DECK BOX FOR LIGHTS COARSE GRAVL OR CRUSHED ROCK 7 DEPTH MARKERS TO CODE 8 LIFE RINGS W/35SFTOF ROPE POOL PL � N. !� , 9 1 LIFE HOOK W/I6F ,.' POLE TYPICAL WALL SECTION 0 PERSONAL HYGIENE REG. SIGNS SCALE: I" . I' - O"" 11 OPERATING MANUALS 12 CHLORINE TEST KIT - DPD 1 0 13 j u T c �-- 14 VIA TEA LINE —� WATER L /NE -- ---_ to r BUYER_ T)TZ JOB ADRESS __197- p7 In k p CITY1 -_STATE r3_ _ ZIP q1112 13 , PROJECT NAME_--_C p 1-A G E ' 10 /" MAILING ADRESS Ij a,-3 S'- 5,_0 0SaN CZ.pC CITYB ca ��� STATE ZIP -.... LEGAL DESCRIPTION _ 14bME PHONE —_ XG PHONE --- y BUSINESS PHONE DATE SOLD 1 p T__q_(,_ SALESMAN A BL&DERS 90, LIC, N0, t= CROSS - SECTION STRUCTURAL NOTES_ LONGITUDINAL SECTION _ SCALE: 1/4" • 1' - L)" I. REINFORCING T4 DE ASTM A - 615, 61140 SCALE: 1/4" . r - 0" 2. USE PRECAST CONC. CUBE SPACERS 11756 5W'k-hobs pnry Rd. 3, TIE RE-BARS .AT ALTERNATE INTERSECTIONS � n �lewenan.(7RY•1(lO1 4. GUNITE STRENGTH - 2800 PSI AT 28 DAYS, ���i:,/�� 0' N�(� PLACED WITH 0" TO I" SLUMP �+C, "t dr "'11 '1 1 18. HALLER, P.E. • V °� �f CIVIL EWC�I *ER '0 0� ,J, a.Zt. SWDRAMING POOL JOB NO, 33`10 N.E. KLICKITAT MASTER PLAN 8378 Syy pta%►e SI PORTLANA, OR 1172'13 �� 10. %e �. �o� 13UP 97.0304 otg \ (lI43) ^.N•66.16 ��f 0. N��~ DOTE. �...e 'Otto al SHEET NO, SCALE, NOTED r IF THIS NOTICE APPEARS CLEARER THAN THE Ol'T 7 199P IN)CUMEN'f,'r"E DOCUMENT IS OF MARGINAL QUALITN'. MICROFILMED S D I�I�I�111I1�i l�l�l�l�l�l�l I I�I�I�I�ill�l !`IIIA#I{�!II�I�I I�I�I�i�l�111 I {�I��jI� Ill�ll! I�IJl,Iilll�t I III)i�l�l�i�l I I�{,11{�IJIj{ ! II{I111+11{I{II 1 Illlill�l�l�l I�III�IIf,Ijlj (NCM. '�M,ADE IN G41hiA •Ilfins{IIssI1!silstlllslsll►1IIhl1►!sllllsnlll(s(I;ssllnlsllln slnlllsl I!!Ii!ill(IIIIIIlII s11,11►1111111I111I I!!IIIIII IIi11111111111I1111I�111(,ilil!IIIIIIIIIIIIII1111!IIIIIHIII�I,IIIII IIIIIIIII 1�11IIs1{IIIIIIII'31111111It1 lIIIII"1 s1s1l►is► lns,nfilnll�I,11I11i1�lISIIII♦g I�{11�1�111! � ..._ ....rs.�..... LIST, OF EQUIPMENT F�00 L -.,. DATA ITEM NO. DESCRIPTION SURFACE AREA � ! PUMP ���� I�� t� !� > N2 -��_ .__ 1-____.__ i` SG•'�`1 H ( R S PE R i M E T E R 2 / FILTEA (__ 15 OC) t-,ri u)v( �' p VOLUME r • _ 78p �L Y' S FL�OW�TEI! 2'' •s�:�� wf,.rL BATHER LnAO,_MAX, � 4 / GAS NEATER _ PROVIDED 3 z_ =,..J. --- tZR 1 S _TURNOVER _ /S- S / HYPO - CHLDRINAT R �,���::� '1 WATER SUPPLY tN ..� 12. _- d CROCK FOR CHLORINE SOLUTION BACKWASH DISPOSAL - •_ ,oe„ 44-4^-rZDHTC 'j�A Pp,y, � .�4` SOLIDS_ SEPARATOR � RECIRULATION PIPING s s°ti ,edo (-��vc -N�.� _ _�._ 2 ,d� �-r,,-,o /�fm S14,9-0O rasG �ro w .T, _Oy S_KI�MEIZS nWINjQ(�� /) 3 Q�?�1. a - `- _ I /NG, 9 T 3 MAIN DRAIN.Skkmwi, Y3'�C'Gv�o w rRr�� \ \ 1 P- \ 1 1'' .r�w'.M4r s,e __ 1 R' o L 1�.Qi M�. 1i.S. /IuTl7 f t L L \ % J `�,`'1 �l /f'�9/�C/�sow 31 L T nM ��1� b_ _--HYDROSTATIC RELIEF VALVE \ ` � � 7Gt \u2" CNco,s2/.v3 r-p,Q --- ON p-r•Ltc. -T, I1 / CHLORINE TEST KIT654,*)120JZa DPU \ L�FTv%� \1 I HEATf:-12 5AV%r/ / VACUUM HEAD w jo-1 - 13 � p�v ,ck: :�,+l�� c �e. fls�NA ISI. , � y' kov� �" ,e�r-v,,,,v 2113 DtG,-ez- e A,-Z 13 LIFE LINE WITH FLOATS L _ - k.'+,Ns wG,a�► s - �rJ - ��l�[uc1T/•N� C � DECK 3WiMC9 1 , E lICA 1 4 Phi FT. T 14 GRAB RAIL A STEPS _ — ¢ � TKfrT� _16_ / HANDRAIL -- - — - _ —_ �" � _ __ - _ ___ _ __ - _ - - 7 ✓� 1/ --mac./ ' �t//2" f+/ C Ex`s F' 16 LIFE RING ~ —rC✓/r15N J6 - idol* 3, �au Ki, 17 _ LIFE H _ � ,�Ki , I J� ! _ 00K ��_ Z� 19 =s PERSONAL HYGENE REO. S_IGN;Q 20 4 - NO 'J BANS IN I '�/8" WHITE t�r,1?�tR/� / r�^,rkr2 — -- --_._ ___ ___ __ �_ I-IA rAZO 15 oO c- 19 BEAN CEMENT PLASTER �-- \ err 1 I ' �4 / UNDERWATER LIGHTS /�tN�9rkit:- ? � •-�•�� yt�,� ,�� : C � 1�T12i l�Ca !-. �1 -;T E I� 70 WALL 9AU5►t Vf � -WALL �,� ' tl / LEAF SKIMMER 3 0 MAX. OPERATING MANUALS _ �Jr tjC-N �--- II 23 Es DEPTH HARKENS 7� �-rr , s 2 Ito 2 RETURN INLETS I C'o.��h,l. S,C�r�,N,t,Z%..- / .,` fjitT 7 '` _ N0. 3 BARS R S AT 12 O.C. \ t__-- -- _ I - 44 LIQ l 2 .v 25 �,� FtSF�_ EA. WAY CENTER IN WALL / l _ -� Z„ ��cu�flT.av� V^LVES - -� SPRING LINE 1 2 , sM • z ,� IN�p 2 S yK r•�z c��t r' c/u y y . 1 � _ Z I f'2 2 SG / 2/..J,�Cf1 L. ��7 i/,� ✓ Ir AT 120 ticrif"i i QCD VERT T. HAUNCH I _ _ KIM�(LIZ, c_1►.,�. <t�ooTrt, ,p - STS R ITC_ 1/z NP T HROUGHOUT ---_{'-_-- - .--- ` POOL ` T-_ — --- -- p -.... . --_ MAX. RADIUS -- MAX. RADIUS AT ANY POINT EQUALS • THE DIFFERANCE BETWEEN TOTAL \� RECO DEPTH AT THAT SECTION ANO TABLE: OF HAUNCH THKWS \ VERT. WALL DEPTH. - POOL PTH \ ' THICKNESS SEE HAUNCH TABLE LESS THAN d - 0 S FOR THICKNESS \ I /2' — 1 IM W 1�s 1, ,= 06 L -+, C-riAit., r P[��rtc�2 J i ?. U(c U 1 1/26 HYDROSTATIC _ �' y -!2" 1 ., L7 IP k_63c�► r �v n�`� . L.r_;�:/'t -rtc� _:U _ RELIEF VALVE 31 IxT-c;R�5 ANS., STRUCTURAL NOTES � /z�_ /a� - prif" TL - , ° `-.'�' �' `• /8" I I Ns7'�gL1.l�ti�S C� sc_K: ` ►�- 1'110 N � • a /a I. RcINFpRC;NG TO 9E ASTM A- 615, GR 40. Ay 5u(,.S' fC.-I* -10 HEAL ri-I Core-r. 2. USE PRECAST CONCRETE CUBE SPACERS. COARSE GRAVEL f\j'V tEd ✓�I�•-, 3. TIE RF - BARS A7 ALTENATE INTERSECTIONS. OR CRUS-`ED ROCK4. -- P �DRa ..., — � -g"12o u,.,►� SuJ 1 wt Q U 1 U I GUNITE STRENGTH - 2800 PSI AT 28 QAYS� ,} PLACCD WITH 0TO I SLUMP. TYPICALWALL SECTION SCALE : - Off --r CA 7 1~----_. I ! CUSTOMERS NkME : A Nn. F% EWS_ _ _M6-T• JOB ADDRESS AT _PFA FFILE_ nD. LEGAL DESCRIPTION C i n,RIA6 E H0. 0SE Af TS. MAILING ADORE 9S nL), _' C PC_R i L.A.NQq AUSIN%c SS PHONE . HOME PHONE _. ..._. . . _ ._.._.. __._ . .._.__..__.. DATE SOLO Io .7.5:-9 b. .. _... OFFICE :•Q,11C� C� �l� 1 �1 S� _ SALESMAN Vv� v�Y`� MANA IFR �' l 1 1 L �- 11655 SVvi Pat:l*c hiWv �`� T-T 'TTF'tT. " 'tTL:Ti-T"T�TTT- Tigard, OR 97223 r rk 10211 S.W. BARBUh LVD. � „ SLIM 206A PORTLAND ORE. 97219 %EU Pp0/��,, DALE B. HAILER, P.E. �� CIVIL ENGINEER' �? ��' '�� �+. ■100 �.. 3510 N.E. KLICKITAT � / SWIMMING POOL JOB ttMa. �- 4 /� :rte can"� •f ' '0' % MASTERFORTLANp, OR 91212 PLAN (:03) 299-95368376 SW e HIe Si T L B 1P 97-0304 i� 13201 rN 9�F, B. N*�� 6 0f 6 SCALE: NOTED r _ r IF THIS NOTICE APPEARS CLEARER THAN THE 00T 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED jljl{I�IJlf lJI 'IlI�lJf� IJIJI 1 IJIJI!I�IJIJI I I!I{!JI�IJI!I! 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