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11610 SW 135TH AVENUE-2 W. =f ADDRESS: Ill.-lo sw ,36r I:VeoordsVilicrof(m%targetsWuildincg.doc LEGIBILITY STRIP c mO 1 2 3 4 5 comma: cm o i3 4 16 17 le 19 20 21 22 23 24 25 26 27 2e 2 L°/ 1 1 1 01 9 b � HONE Ouioa .,� l.iMh� l '., ,i�. J, J .Lal. ��.t�,a..l..a.�, I �.�� � � � lll� � � l � l� l � l � � l ► ! � lil � l � l � l � lil ��� l � l � l ( I � � � I lil � l � I , , 00 i � iliil ( I � lili ( iI I , � � I � lililil � � � lil � li � ► lililil � li , � I � I � IiIIIiI � f � I � I ( Ilil � � � I , � � 4 , eat io 111 S f you have questions, please call City of Tigard City of Tigard City Hall, 13125 SW Hall Blvd. ,, Planning Department, Tigard, Oregon. N�o -Al, DATE pip ED B : Je f f er elom nt Review Planner zQ 9� DATE APPROVED BY : Keith Liden Senior Planner br/MIS90-14 .dec S.W. wINTERLAKE ICY -o/ C T. S WIC Nt • _ HEFF!ELD CI - -- z O Ir J S.W a off- R N FNM SITE SW. vlLL S W. ASN9URY LN ? a LN" rn PARK,. J > Ll �S.W. FEIRi NG v _v► SWI �-- L.AURMONT CT SW LAURMUNT _ Z v O FJ o� 3 S.W. ENS MORNING W. FALCGh hls OR . I S.W. PAGE 7 NOTICE OF DECISION - HLP 90-0019/MIS 90-0025 - scOTT� LEGIBILITY STRIP C - � T 21 22 2; 2. 4 25 26 27 26 2 J Z 1 I QI HOW ByI O? b e � � IiI1IiI1I1I1IIIII �T1 Ili i � Iillli ( 111 ( 1 � � � 111 � � � . , , 1i111i1a��.��,1� I1.��.1.�1�..1.� �-.. I 1 l _I ►�ili.liL�la �ll � lil� l . i ! � II11 ; ► 111i O � I //To I ui I it Is 14 cz IN LEGIBILITY STRIP 11 12 13 16 17 16 19 20 21 22 23 24 25 27 2` 1 1 of HONI 8ylOZ .11, ., . :1��,1. L1��.�.1..�_�.�1.�I � �� I ,I �.LI,I � � I � I � I � L� � � Iil � l � l � .� ; � I I � ! � I ► I � I � I � I � I � I � I � I � I � Ii I � I � I � � ( I s� I � , � , OF � � li ilililill ilil � � l ��� lil � lil � , � l � l � l i ► 1 � ► 1 . Illi ► � Iil � lili � l , � I � I � li � ili � ilili�ililil � C) J I FD 5/8"IR W/YELOW N0. 1 I CAP "P.L S. 636" CAP 0" T B R I T T A N Y �' B A R E N 0 . 1 INST AL PONT OF z � Q WINTER LAKE LOT 16 LOT 15 LOT 14 LOT 13 LOT 8 5.00' 229.94' P.O.B. HELD FOR EAST LINE S 89'58'38" W BAST OF BEARINGS -� - N 00'0713 W 0.05 5.00 214.97' PROPOSED PRIVATE COMMON ACCESS A _ 224.94' EASEM( T FOR PARCELS 1 & 10' PUB'JC 1497 50. J } o w o U?TLITY EASEMENT (15.00')PROPOSED — Z N 89'58'38" E A .144.97' �+_ cr LOT 7 ------------------------------ o SUR O z_ _ T r1 DEPO N �. z 1M TN # 6 � o T 50.0' FEE N0. 90-59590 31.4' o Tl rn o � N ?6.0 0 }� A,R CEL 1 � -- �AINoi rnv _ o BOOK 1160 PAGE 574 a °D �_ FOW m n cv °'_ AREA: 7,600 S.F. A S 89'52 47 W 0.02 EXISTING co EXCLUDING FLAG POLE z I - A TR rrl o PARCEL 2 HOME z I• �' LOT 6 R.1E AREA: 10,786 S.F. o O D BE1N' 1: 0 Ln o v_ BEGaI o - o PROPOSED 5' PUBUC $ o W S89 UTILITY EASEMENT rTl BRIT 135T P� 0' -- -- 26.0' 'uIINOR PART1T10H (90-0025) ON UNE S AJC k. RICH 144.97' 6(7.00' 236�14 - OF y z N 0( N 89" 8'3 " E U 224.97 229.9 i' Q WINT C14NEW LINE o U 14.9 PROPERTY LINE ADJUSTMENT AREA DEDICA TION - p ___---- AS PER FILE NO. MIS 90-0018 0 '~ LOT 5 10.00 BY FEE NO. - SAID o 71�.98' SUB' N 89'58'38" E _ O / ADJUSTED AREA: 15,04.3 S.F. O 5.00 A t,, o �. o N N OLD UNE �' OF rn .A � FSE NO. 80-40718 w m Q; S 89'52'47' W 0.06' rn 15 00' _ .� 224.98' LEGIBILITY STRIP C ..b.._. . 16 17 i8 la c0 222 2.3 24 25 26 27 26 29 '3 � Z I I I 0z r� u�r� i �o� .1 .��,1 ,1.. ,Ll., 1 �1 „..,,. 1�,,�. �I �I � I ': IIIIIIII � III � I � II ! � III � ► IIII � II ! IIIII � i � � lll ► IIII�I ! I � i ! � II � ; ! ► 11II , 01 � � 1 ► IilIii ( II' IIIIIIITII � II � i ! I ( � I � III � , � III � III � �! � h1 IIi III I . II � 11111111 II�� 1 , II � 'w vi aw co ...+ i _- ..--......._� _.. .- UJ ,7; (\I / Uj c�)Go IAJ o -6�. .. o IV C sk;p . L M m S LO m LEGIBILITY STRIP L 122 3 4 5 6 7 e 9 10 11 12 13 14 16 17 1e 19 20 21 22 23 24 25 26 27 26 29 30 HON f 90u1 CZ I J � f � , ► � � I ► �� i � � l ► I � � � { � lil � I � I � , � I ! I ► I � ► I � i � i � l � � � ; � l � l � l � l � Iil� l � l � l � � l � li ! �a ► I � I � Ii � � i � , ! , ; , � , oz n / 4 i t 1� gev m` uj W Z9 V W \ 1 , /� ✓ vi C r,.1 N 1 ''�'�w..� = O ZAV/ or IR -AAA � 3 de pe 46 ' ? LEGIT; ILITY STRIP _ _ G 2e G D r✓ HOPI SVI OP- - % I Q O7- y. FILTER MANDATORY ROPE & Ft PUMP 8 MOTOR C — 12 FROM TRANSITION "SKIMMER-SUCTION �--- -- D m SUCTIO �Qp�N H G F - E - SANG OR VERMICULITE L ��N AGGREGATE (MIX) HARD ; A LONGITUDINAL SECTION RETURN �� B - PLAN VIEW OF POOL `TYPICAL "A" FRAME & BASE NOTE APPROX VOLUME OF POOL IS BASED ON POO: DIMENSIONS WATER LEVEL BEING SIZE A B C D E F G H P R GAL �6" FROM TOP OF LINER 12x24 12 3' K M N 24 3' 3 4' 6 -0' 6'-0' 8-0' 6 L ' J' 4'-0' 4 -0' 4'-3• 4'-0' 6'•3 1/16" 9'-4" 27'•2' 9,050 14X28 14 -3' 28-3' 3 .4' 6'-0' 8'-0' 12 -0- 4'•3' 4'-0' 4'.0- 16X24 16 3' 24 3' 3 -4' 7 -0' 6'-0' 8 C' 6' 3' 4'Q' 4 0, 6•3' 4'-0' 6'•3 1/16' 12'•1 t t/8' 31'-7 111/16' 12.100 TYPE I POOL­ 1602 16 3' 24 -3' 3 •4' 8 -0' 6•6' t3 .6' 6•3' 4 -0' r.0• 8 3' 4'-0' 61-t. 1/8' . 9'-8* 29'-2 5/16' 13.750 NO DIVING BOARD 8'-3• 4'-0' T X 14 .t0' 36'•1 3/8' 19.750 16>34 16 3' 34 .3' 3 -4' 8 -0' 10'•6' 13 -6' 6'-3' 4 -0• 4'.0- 14'-10' 37-10 7 8- 20.900 8.3' 4 .0' 7.4' / TYPE 11 POOL--DIVING 18xJ6 18'•3' 36•3' 3 A. 8 -0' 10 -6- 13 -6' 8 •3' 4'-0' 4'-0' t0-3' 4'-0' 7'4' 14 .10' 40'•7* 25.500 20x40 20'•3' 40•3' 3 •4' 8 -0- 12 -6' 13 •6' 10 .3' 4'-0' 4 .0BOARD PERMITTED 25x50 25'•3' S0 J' J -4- B •6' 19-0, 15 -0' 12 .3' 4'•0' 4 • 12 3' 4 .0• 7'-1' 14''10' 45--11/16- 32.000 i 0' 17'•3' 4'0" 7'-7 15/16' 16'-4 3/8' 56'-2 7/8' 52.750 TYPE III POOL--DIVING JOx60 30' 3' 60 -31 3 4' 8 fi' ?0'-0' ,5 -0' 20 9' 4 {• 4 6' 21'.3' 4'.6' 8'•2 3/8' 16'•5 7/8' 67-5' 79.550 BOARD PERMITTED ..i z BILL OF ( I c1 Q t7 ¢ O O ` Z < Y Q W W Z Q W W Z Z ^, 1 Q T -' J J -+ t J W J J a �.. + �. Z f� Z IA a f MATERIALS I �_ " W W "' J W to = J O ►- .c m ¢ fZi' O a -- < t i Lu 4 W W J U 2 a J h m Z W u U V �U .� Q �„ u O G — O < J 2 C > V i a � Z i Q S Z C C52 18 9 tG t t t 1'' 4'� t5 16 t t8 9 2 1 2 2 4 ' -. t �x.4 ,axle , 2 2 1Q 8 8 8 4 4 , 4 � 6 56 1 , 10 4t5 170 8 8 8_ _4 10 16x 4 1 6 6 6 4 4 4 6 56 145 360 145 8 8 6 4 10 Morristown, New .�ersf 16x3; , 1? 8 e a a 4 7 56 170 415 170 8 8 8 4 12 � . 18x;36 , 1` 4 8 56 1 � 4 14 tl go' �7 ��• kectcr,g-, 20.x0 1 2 14 t2 12 t2 �- 4 15 8 8 12 a 14 •`• • .rc.�to- 16►34 1 1 4 Pw,le 4 8 4 4 4 7 0 ,70 8 8 8 a 12 • ••� ?5' 4 15 50 t t? 6 10 t4 14 a a 4 g 68 255 580 255 e e 14 4 16 3 �.w�.� — L_30x60 , 2 12 8 t e3 18 t A 4 , •..,.... ► 7002-' _ 1 1 4 68 310 710 32 8 18 4 20 4 LtGNILITY fSTRIF' -- 5 6 7 e is 19 20 21 22 23 24 « 25 27 2e 29 30 �' II OI . . � . _,. � . .. I I I I I II I I III I IIIIIII 1 , 100 :�. OzIiITI 1'0 U� L w- "6 9p ` 3 ", PA NE� A i?AME ASSEMBLY (TYP,) T 3 TYP, CO MAX. �� 45° g'-p•i 9'-O MAX. * / , - A-FRAME ASSEMB_Y ( . YP.) A-FRAME ASSEMBLY (TYPJ TYP, g_ ��� --- - O MAX ON s, �o Ef ArTERNATE MODEL 6 Cot If 3 t - - an # " • - I r UVJ SAFETY LINE SAFETY LINEbl f F L • • I ............. :.:r':•'•'r:•:•?:•:• D;:- - .-t S A D`D OK ON H ►7 D _D RI O O ti 41 - RE�2E5"= •�S Re _EP F `s_ - SLAT A2E�=•s , ,,,��, s I S--ADED POQ-1 ti «.: .......:. A S --- O I O T A � S _ 3 S i .............:.:...::. !. r 3' _EDGE A AiA_._ BASE 09 'rYP. EA. T►-!S a006L PANEL3DESIG`, ONLY LENG',+ fJ I DTA DEPT, ,\ Z 60' 30' 9' ` !� "1 P i I # -r a 0 cr \ 3 3 ; — N �0 u • -10' 20' 8' U o <Y<,1 J ._ z (n 6' 18' a' � -- 40' 16' 8' 34' 16' 8' LENGTH MDTH DEPTH LENGTH WIDTH pEP?G-I Z Z (u C� m , lll � � 0 32' 16' 8' 44'-6' 20'-6' 8' • 36'-4' 17-11 3/8' 8' f— p j 24' 14' 6' !; ,� 40'-6' 18'-6' 8' 31'-4' 15'-10' a' U c U n 28' fa� b' U� 35'-6' 16'-6' 8 24' 12' 6' 32'-6' 16'-6' 8' � � i df1 I Q0U RECTANGLE GRECIAN • -'- . ., OD' BG " 3� SO � ` 'ODE_ G- SAO. •`. y ! o >!ODE__ RE- '85 S -0//`. EG� < < u 3 pA�;� 3'_O• 9 TYP. EA. 9'-O' '\1�. O\,. 9'-O' \11;_x 0`% 3 PANEL 3 PANES H A�TER�A�E _ ,o-FRAME ASSEMBLY (TYP.) A'`TER`'A TE 3'-0' o `tODE_S �10DELS A-FRAME ASSEMBLY (T'YP.) /-,-FRAME ASSEMBLY (TYP u 3 -+ T)lP. c ::. I, / vC[ o SAFETY L ENE SA Y LINE; c Q a i 4 1 R 1 : ...........:tiff�:v}:;v ;�•�• .............:. Q LL l 1wf ... F a .. ..•>:::•>:::<::•> . s SNA`DEJ CLQ . ........... . . . S �. DED OR O ..,. � •:>:::�::::>: :�:::::�::::: <.:::, , ...:< ,<. : cam:=•, - R E E R� . . ........•:.:. � F A" r• F S , t lee cm IO, W cr 3/ !O II TYp. -4 TYP. r o n. W CK u 11 TYPW . 3 ! o 3 i 0, LENGTH WIDTH DEPTH � LENGTH JVIDTH DEPTH LENGTH WIDTH •A' WIDTH 'B' DEPTH m • 40 -O. 20 -O' 8 40'-O' 20'-O' 8' 36'-I 17;g. gyp. O 16•_p• P,' ✓( F�� ( � o • 7r W 32-0 I6'-O' 8' 32, O' 18' 0' 8' 30'-O 16-O 12'" O' 6'-6* _ > 37-0" 16-01 8 28'-O' 12 -Q• 6' PROD. N0. DATE r ��y- '3 9006 3,,8/90 RADIUS RECTANGLE OVAL K I DN�Y '` DRAWN CHECKED • �1oD�_ .�2- 5 — �� ��.T• E.S.G B S---O • IOD`_ 0- �85 S-,O%/% IODE, 35 S;�O rrri), L �� IJ/ t IJ✓ SHFF' 3-1h. REPRODUCTIONS OF DRA \00 1 {�• AINING T=-fE OWIG1' ,A� of THRE SIG 4. Jg;?E OF -L-E ENG. \ ) ARE NOT AUT}-ORIZF7 COMPUTER Tp BE .JSED FOR ANY PUkr FILE INTNQKGOI LEGIBILITY STRIP 29 30 •y, F 9 9 v 11111 111 Ill 1:''I, I i i�l�.w uu���.i a i i 1 i► I E I•il_i..Lh�.11�1�h.1 tJ��l,t1.I�.l�ll>lal���I�J��L.t�.�a,la l��.1 t�le l t�l�l��1�1,► U Oz r _9 TYP. EA. � !-3-) TYP. EA. I 3 PANEL ----L.ENGTN .PANEL 9'-U' 41- � � .1-11 ----,--- ___ LENGTH TYP. o 4$- '.� �r ��'� - ---- 9' MAX. a 0 --- - - -- - - 8'-O' .� I _ 0 d. e - 2 45 w ''"- ��� o U*; 3 TYP. 8 �' � - -1 0"- --- I - ,-- -[.... 1-: 11. 1 ... .11 I 1 . \ \\ - -- If ........... 17- . -.''....."....."'...'.."......." ....1.�"... ---.. T � I I f 1� ......... - , -........ ...... �0 _ . . -.'. '. .. ...' - -'. . >,... . .: 11........�'..' ........",.,....,......,.........,......."......:::: .1................ T- - - \ - I 1"..1. �,",..................,.,. ,.....I ..................'. - .................... -.............. ."...'. .-..........'............... �......................" ....... 9 TYP. , ..."..'....... - ��- � . .::.:,:.:.:.:.:.:.::.:.:,:.:.:.:.:.:.:.:.:.. ........ ...... ...... i ." ...... ........ ''.................' I . ......... ...�...... : "------� - -... ...................- ....'.......'............�..........7 � ".............................��. ,..".,.......".. ......I..........''..................::::: I. ...................".�......................,....".....,.., 3 PANE Afb - F) -.... I --............ .. I......1....... .I.... zw '. .ft - � . ---- I l' I . / - w co / 1 C7 _ ><::' SA `i'lr' `� ,Q. L1 --- _ r r JI . I. 1. .1 �.�N 1 1 - - > : E : .►. 4 -SN�.DED PORTION . 111- T ------- .•....,•... , REPRESFN S - ---SHADED PORTION --- :::::::;::::;:::::::::::::::::: :::';::: , HADED P RTI N - .. - T O O I ::.':.:::.'::.'::::::::.'::.• '. R P �.A AREA E RE T I S SEN :::•:::::::;:•::::::::':':::::;':......;:.:..:.: S REPRESENTS - 7 :.':.. ...1 FL T I to A AREAS FLAT AREAS - - - - --- z - I. :' s - �- n ( ) . 0 . :'.•:::.•:•:::':•:':::•:•:::':•:::::'::•:'::•.'::•:: -- :•.•::. .....'.'..:•: .:: :::::::::<:::::::::::" � .......::...'.........:•.::..:: ... .. .... .. ............. I T '::� ,- ::...':: .........................: .- I,- " .... ....-.1'. . . 4:= . , . I .. `> 6�111 � I� TYP. -.I��I�..::..:.:.:.::::::::::::::::::::... .:.::::::::::::�:�:j:]:�:�:j:�:::i:�:::�:�..,."....,. . � I i . -- 61TYP. /I 1 3 •:.'.'.:'. ::.:...::: ... ...... -- J -8 .:/4" 4 --- ----- ----- i1.3 / - > : � > ...- I !!!!!!!!!!!!9 I -:-I 11111iiiu ..::::.::::.:..:....................... Do ......................I.............. . . -w ::::::.:::::::':::::::::::: cn Do """""" 4 NOTE ALL POOL PANELS 9 L L LONG (/) U w cv 9 - - - a I .'::.':.•:•..'. 0 Z E J :;:;:: ::::::<:,.. NO DIVING � _ T YP 3 cn Q z QU 0 L z N - - - �] Z .. •.:..........:.:•.•::.•:::.•:. :.•.•:.•.•..•. --- OCTAGON Z D Q �o to - � u_ 3 MODEL OCT I SHOWN 1 F'- Q O M Cy- WIDTH "B' J Li. Q �z -----_ WIDTH "B" Q ::D � o(-) � Z o Ln LENGTH 'WIDTH WIDTH "4�" '✓VIDTH "B" DEPTH LENGTH WIDTH WIDTH "A" WIDTH "B' DEPTH " 45'-O' 36'-O' 20'-O' I6'-O" 8' Q z oo w " 45'-O" 36'-O" 20'-O" 16'-O" 8' w v - O 34' O' 28'-O' 18'-0" 14'-0- g' 39._-O.. 28._O" 18,_0" 14'_O" 8, N M L� o r 3 O' 214 O' 16 -O" 1'' -O' 8 Q a a 37._0. 24._0. 16,_0. 12,_0. 8. UJ -- 'TPU _-L 4' PA.DIUS TRUE-L G�NEK'AL NOES N * MODEL LT 118E SNUWN * MODEL -�RLT 1188 SHOWN 1. ALL POOLS ARE NATIONAL SPA A.ND POOL INSTITUTE TYPE II RESIDENTIAL USE o' _ UNLESS OTHERWISE ON THE POOL PLAN. ONLY TYPE 11 EQUIPMENT SHALL v __ 9 TYP. EA. 2 30° BE USED, a ' 9 TYP. EA. 3 i PANEL 3 � : 4( 3-) PANEL LENGTH 2_ 30 _ __ _ `_ LENGTH 2. FINISHED DECK SHALL SLOPE AWAY FROM COPING AT A RATE NOT LESS THAN - -------------- -- --- -- 8'-O" 1/4" PER • ��3 --. - OOT. N 9' MAX. 9'-O' MAX ON a`) ALTERNATE 3. THE POOL HAS NOT BEEN DESIGNED FOR A SURCHARGE LOADING. 1.1 4c � •�:,T T �Jr MODEL ��Grti 4. ALL COMPONENTS ARE FABRICATED OF S1-EEL CONFORMING TO ASTM A-529, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN ? o FY - 42,000 PSI. THE PA °C , T ' __ -- I '�' e, 6�h PANELS ARE GALVANIZCD WITH A G-165 AND 235 o �� COATINC3, DEPENDING ON POOL PURCHASED. OTHER COMPONENTS ARE - a. �: ;:;.; � \ GALVANIZE) WITH A G-9O COA�ING. BOTH COATINGS CONFORM TO ASTM A- 5?�. Q c LL D �`' j'� I 5. -I S, NUTS AND WASHERS SHALL BE ASTM A-307 OR EQUAL, CADMIUM z \ 'i _ PLA --- ::<:: ::.:. TED ALL BOL : 1. . -'- SAFE, k:::::: ::::::::::::: / :::: 1. :>.: � c 0 / 1`-C)T I:�- ` t H� A T J 2 T T T ..... 1. ���. INS A�.�,�-� I ON I �O �S n � i ::.........:.::. 1. ,.. 5 1 : :: 1 I T A . THE I } I ::::.:.:.:.:.::: ;,;:,,;;;;,:.. BASIC DESIGN OF THE POOL IS REDILATED ON A TYPICAL INSTALLATION BEING IN SOIL NOT CONT `� 1 I SHADED PORTION 1 -�-� ��ADED P RTI R pR c - CONTAINING ORGANIC CLAYS, HUMUS SOIL OR HIGHLY z S O O'V E EDEN S o p EXPANSIVE SOI L S. •c E RESEti'S �_;�, I - FLAW AREAS .....,... . Fn _ _.,�..._ ___Ts ::•;.•:>::::::',: ::::::.:'>......... 2. INSTALL AN 8" THICK C T w \,FLAT AREAS CONCRETE COLLAR AT THE BASE OF THE OVER rx z ``_ - EXCAVATION n 1 C VAT I O N AREA o RFA 1 R P O .i H l. � T P THIS i F THE L. I N PERIMETER 00 DT THE LL E M O S S U SHOWN F QN a T _ THE DETAIL IL , H z ISHEET.ET. �,, q_--:- -x----_ - �� '� - - 3. BACKFILL WITH SAND OR GRAVEL INSTALLED IN LAYERS 6" TO 8" THICK. EAC!-4 u o LAYER SHALL BE PUDDLED AND CAREFULLY TAMPED To ELIMINATE VOIDS, FILL ~� 1 POOL. WITH WATER DURING BACKFILLING, WATER LEVEL MUST NOT DIFFER I I ° FROM BACKFFOOT. qp ILL LEVEL BY MORE THAN ONE II TYP, j II TYP. \ I �'� TY p, \ 1O 4. SURROUNDING GRADE SHALL BE 6" LOWER THAN TOP OF POOL. � � 3 \ __ -- 3 3 _ Z LENGTH 'A' \ 5 LENGTH 'A" � \ I � 11 t - -------------- -- _ ----------- - -------- � 4 TYP. �L F O U N D A TION No T�S PROJ. NO. DATE ��- ' 5 3 9006_ 3/8/90 LF'N(�T�; WIDTH LENGTH 'A' LENGTH 'B' DEPTH 3 1. THE POOL DESIGN IS BASED ON 2000 PSF MINIMUM SOIL- BEARING CAP/ CIT' DRAWN CHECKED LENGTH W I DTH LENGTH "A" LENGTH "B' DEPTH DIVING 3'-6" BELOW GRADE. T.M.T. E.S,G. 34'-0' 20'-O' 28'-O' 14'-O' 8' ' 34'-O' 20'-O' 28'-O" 14'-O" 8' YES SHEET �9'-O' Ib'-O' 24'-O' 13'-O' 8' 2. NEITHER WEATHERKING PRODUCTS NOR GLENN CONSULTANTS INCO2PORA -D 29'-O" 16'-O' '?4'-C" 13'-O" 8' LA.Z1��-L YES SHALL BE RESPONSIBLE FOR LOCAL SOIL CONDITIONS. UNUSUAL LOCAL ,�, , „ I �1 I "7/ RADIUS LAZY-'L, CONDITIONS MUST BE PROPERLY INVESTIGATED 70 DETERMINE SOIL BEARING 2 _ CAPACITY, of THRE I ' � ''' " 9 MODE=L LLT 1188 SHOWN * MODEL 4RLLT 1188 SHOWN REPRODUCTIONS OF DRAWINGS NOT CONTAINING THE ORIGINAL SIGNATURE OF COMPUTER ----------------- - - THE ENGINEER OF RECORD ARE NOT AUTHORIZED TO BE USED FOR ANY PURPOSE. FILE WT�KGO2 - p-.,. li i Iiiiiliiiili nlllliflllilllllll;iil l u Ililtlllllll-ll 1,11 I)T I ills LEGIBILITY STRIP - - I 12 13 14 18 17 1g Ig ?0 21 22 33 24 Z' 11 01 6 9 8 S v c , , •, r ," " _aiLl-a L1jil.t1.Ll.�1.�1.1.1�1�.1�.1�.1�LLUJ,. 11u[1,1�11i1.1,di 1.l-d'11 -1� 111-I,41�.�.4111,1,IL11hilli.li.1.111�.J,.d.alal11.�J�.[i.1]..�ti1.11.1.111.*dill.lil.>.1ilill'bi.a.(.il,,Iaj,.LWLUL I "11,117" NOTE REPRODUCTIONS OF DRAWINGS NOT CONTAINING THE ORIGINAL SIGNATURE OFil aL - (5) 3/8' FLANGE BOLT X 1' LIS ,-- (5) 3/8' 0 FLANGE BOLT X I' LG THE ENGINEER OF RECORD ARE NOT AUTHORIZED TO BE USED FOR ANY J �,' titi - -- (5) 3/8' BENT BOLTS I._0. _ W/ FLANGE NUT PURPOSE. 04 T!/ FLANGE NUT, 14 GA. GAL. J^STEEL - i W/ FLANGE NUT, ` / (TYP. EA. PANEL END) o ( YP. EA. PANEL END) CORNER PIECE � r (TYP. EA. PANEL END) o N d 14 GA. GALV. STEEL COPIDGY RIM — • - - -- _ �_� >a •� ° � CORNER PIECEj-�_=_--� � � I'-O' I— y I 14 GA. POOL_ TEK SCREWS II I 14 GA. G.AL'✓. =-_- - �_ I I WALL PANEL III— I I izw — STEEL PANIEL 14 GA. GAL'✓, CONCRETE DECK —� I -- BF'AC STEEL PANEL -- 4' MIN. THICK- ° i -III I I I I T SLOPE I. 4 PER FT. AT 300 ` 14 GA. GALV. STEEL AWAY F.?OM POOL ONLY 45. I I CORNER PIECE I, 04 REBAR CONT, ti I I ° 1 (3) REQ'D 14 GA. STEEL PANEL til 9'-0* LONG MAY BE UP TO 900 CORNER ASSEMBLE ° SPECIAL WALL CORNER 2 90° TRUE–L CONNECTION I CLIP DE P T CK SUP OR FRAME 3 300 SIMILAR ° j AT MID PANEL - TOP BOTT. '� (-,'ALV. STEEL - I _ STIFFENER BEYOND - --- (5> 3/8' Ch ttl6 BOLT X I' LG ---- 14 GA. GALV. STEEL ° II I II I I_ CORl\,ER PIECE CORNER PIECE I W/ FLANGE NUT, - (5) 3/8' FLANGE BOLT X I' LG I (TYP. EA. PANEL END) - 8 1/2* - W/ FLAN.NGE NUT ( ) / (TYP. EA �'ANEL END) 5 3 8 � FLANGE BOLT X I LG -` W/ FLANGE NUT ! ' 3/8' FLANGE BOLT � 81/2' � � //� (TYP, EA. PANEL END) � ° I I' G W/ FLANGE NUT/ I4 GALV. / JT 00 STEELEL PANEL X L �� q (TYPICAL) - -- - -' L - - - - ��� 14 A P — ao G I III , , , ill III II c) N W cV _ WALL PANEL z � 0 14 GA. GAL'✓. - -- -- - — III . . I I_ _ J / 1I— /� STEEL PANEL - I N a o / / r W 7 =4 RE-BAR X 18' LG , Q _ i 1'-0 5/8' I T CD V-1)DRIVEN IN UNDIS I URBED ��, d ►- -- / 1 I _ EARTH, USE HOLES � m z o - 14 GA. GAL`✓, STEE_ - I'-O 5/8' I I o I N PANEL BASE .� �- o RADIUS WALL CORNER PIECE j CONNECTIONOPTIONAL CONCRETE _� < : i SPECIAL LAZY—L CORNERr5' ROMAN A � � o ASSEMBLY 6 DECK BRACE SYSTEM –.� - 0 3 3 3 7 O Q z COw 3 3 � � o � UJ CL �' L1_ o '4'-O' MAX. O.C. T l P. -l'-O' MAX. O.C. TYP. Q a w I DECK (SEE GENERAL NOTE - - - ALUM. COPING �v NO. 2, SHT. 2) MIN. 4' THICK' 4 4�1 _ "TOG-L-LOC" PUNCH - - CONNECTION 3 "1 P, STEEL 67IFFENER 1 1/4" TYP. -III,l GA. ° PI PL VIEW VINYL LINER ® - I I _ �I I I I � I _I I I III III III III_ _ e \� 1-1/2" X 1-1/2" X 12 GA. 14 GH. STEEL. ---- X 41-5/8' STEEL ANGLE a o PANEL MAY BE UP �! \ 9'-O' O.C. MAX. TO 9'-0' LONG ° 1 4 L U Z rn --- 8" CONC. CO: LAR C (5) 3/8" 4) FLANGE BOLT I AROUND FULL X I' LG V`/ FLANGE NUT - PE�?Iti1ETER OF POOL (TYP. EA. PANEL END) I `'TIS=FBEYOND ­_______ -��- F I ENER -III ALL BACKFILL SHALL ° BE PEP. INSTAATIONLL RIVET STIFFENER 'rp - !_ PANEL USING 'FAS-N,-:R NOTE NO. 3, SHT. 2 3/8' FLANGE BOLT X I' LG SA'JD OP? VERMICULITE I--� — (5 S�IEM BY A.►..H INC. ✓V/ FLANGE NUT CONCPETE B „ ° I III-- -II1-11 I 8' MIN. z (5) TIPICAL � ASE III - II J � 0 CONNECT TO WALL PANEL � 10 BENT PLATE 12' ti 12 GA. X 1'-0' ,\ > z BEND 90 DEGREES 6• / co _ Tl P. 14 GA. 'C' ---.- -- 5/8' (� X T LG STUD ° I �'GNEL S' IF -ENEP W/ (2) NUTS AND (2) WASHERS CL cr- i I-I/2' >, 3' CUT AND BEND VERT. _ -- - J— `J' W 90 DEGREES �I _ - . EDGE CUT �' AND BEND 45" -- --- ---- ---� --III— TOTO FORM > ----- - __— — 12 `� - N o I-I/2 1-1/2' X 12 GA. A' FRAME BRACE -- -----� ANGLE X 2'--C' LG tt4 RE-BAR 'A' FRAME BASE ` 0 - Ill ANGLE SHALL BE CRIMPED _ _ X ISS' LG 1-1/2' X 1-1/2' X i2 GA.. all SEE DETAIL THIS SHT. DP",/EN IN UNDISTURBED I '/2'"x I I E X 1?_ LE X 24' STEEL AN SLE ARGU'JD METAL STUD 3/'t' � FLA(` GE BOLT X I' LG EARTH, USE HOLES X , 4 STEEL ANGLE OLEO DRIVEN IN PROD. NO. DATE W/ FLANGE f`J1JT IN PANEL BASE y' v' O C. MAX. UNDISTURBED EARTH 9006 1 5/30/90 - 3' X 2' X 1/4' X O'-2' LG. ANGLE (ASTM A-36) CC.Nj\jECT TO WALL PA�JEL DRAWN t CHECKED . T.M.T. E. G. _ ADJUSTABLE A�-FRAME CONCRETE PAD . MAXIMUM SLOPE FOR SAND BASE ! I/4 I ; MAXIMUM SLOPE FOR VERMICULII I I II SPEETTYPICAL WALL STIFFENER8 UPPER BRACE ASSEMBLY rYPICAL ASECTION EA: �RAME THI?EE9 OS EMBLY ofS-RA,G�, 10 COMPUTER FILE WTHRKG03 LEGIBILITY STRIP g ?O 21 OI MONI 6111C)Z ZI II O � Z _...�tl,�,►1��_laJ.;,�ll.�,�,I,i�,J.11�.l�.i'J�ul.tll,l).�.11 LI,I.�.I.1.11.�.SIJ.11.tla.1.�.�..l�.la�1.1�.)_L[dI.IJ.IJ.I,��l�,l.I .�,ISI.LIua.I.�l�l1�IJ.�l.lal��ilwtl�(.ITi.I.,:,_,�_�.>.�I,��.L�J,>,.�.�.Ali,i.l.�.l�.L>,Ja,111,�1�„�!.>,��1►1,L'�.l�a.�.t�.l.lnl..l-I �oa ,, I, I F_ is�ecbtdsltiilcro�imUarQ�tsV,uil�inc�.doc - -a • tiw f, CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT BUILDING F-`E:RM I r 13125 SW.Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 PERIYI I T #. . . . . . . BlJP94-008: DATE ISSUED: 0?,/: c/94 639-4171 PARCEL: iS133DC--00200 1. TE ADDIiESS. . . : 11610 SW 1351-H AVE _1UBDIVISION. . . . : ASH VALLEY TRACI' ZONING: R -7 BLOCK. . . . . . . . . . . Lor. . . . . . . . . . . . . :6 I?EISSUE: FLOOR Af;EA`j--- —_ ---- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :NEW FIRST. . . . :39E' sf N: S: E. W: 7YPE OF USE:. . . SECOND. . . : sf ► R(1Tl CT IYPF: OF CONST. : IF R THIRD. . . . . s f N: S: E: W OCCUPANCY GRP. :1v11 T(IT'AI_— —_.___: 392 sf ROOF CONS"' ; FIRF= RET':' : OCCUPANCY LOAD: BASEMENT. - sf AREA SEF'. RATED: STOH. . H'T. : ft: GARAGE. . . sf OCCU SEP. RATED: BSM'T'? : MEZ Z?: REOD SE"f BACF4S--- ----- REUU I RED------------------- FLOOR -------------------FLOOR LOAD. . . . ; ps f LEFT: ft RG1{T; ft FIR SPKL: SMOK\ DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRh1: HNDICP ACC: BEDRhIS: BATHS. IMI` SURFACE: PRO CORR: r-)ARK I NG. VALUE. $ : 8000 Remarks: ;pix foot deep, in—groG swimming pool. Owr;er-. --_—_-----------------------------___.__.. --_-- Z=EES EFF HEBERLE type amount by date r^ecpt 1. 1611 SW 1:-,5TH AVE PRMT $ 68. 50 JG "3/22/94 — PLCK $ 44. 53 — 03/12/44 94 5001VI T IGPIRD OR 97223 51--,CT $ 3. 43 JG 03/22/94 — Phone #: SEEPERGE:R CONSTRUCTION 28760 SW ASHLAND DR WILSONVILLE OR 97070 _____.__._._.___.____..__---.----_____--_..._.__ Phone #-. 662-5014 $ 116. 46 TOl'AL Hecl #. . : 19845 ------- RF.Q.0 I RED INSPECTIONS ---_—_— This pereit ii issued subiect to the regulations contained in the Foot/fot.md Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will bi done in accordance wil-h approved plans. This pereit will exi.,re if work is not started within 180 dais of issuance, or, if mor! is suspended for tare than 180 days. ^ LL Per,mit-tee Snatr_ir-e : r w Call far inspection — 639-4175 MECHANICAL PERMIT C IT)l OF T I GARD PERMIT #. . . . . . . : MEC94-0077 COMMUNITY DEVELOPMENT DEPARTAWP_NT DAIE ISSUED: 03/22/94 13125 SW-Hall Blvd.Tigard,Oregon 97223*8199 1,503)8q9-4111 PARCEL: IS133DC-00200 SITE ADDRESS— ; 11610 SW 135TI-4 AVF: SUBDIVISION. . . . : ASH VALLEY TRACT ZONING: R--7 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :6 -------------------------------------------------- CLASS OF WORK. . zNEW FLOOR TURN. . . . : EVAP COOLERS: TYPE OF USE. . . . :SF UNIT HEATiRS. . ! VENT FANS. . . : OCCUPANCY GRF.,. . :Ml VENTS W/O VENT SYSTEMS: STORIES. . . . . . . . . BOILERS/COMPRESSORS HOODS. . . . . . . ; FUEL TYPES—------- 0-3 HP. . . . : DOMES. INCIN: : /GAS/ 3-15 HP. . . . : COMIYIL. INCIN: MAX INPUT: BTU 15-30 HP. . . . REPAIR UNITS: FIRL DAMPIERS?. . e 30--50 HID- -- WOODSTOVLS. . : GAS PRESSURL. . . t 50.4- HP. . . . : CLO DRYERS. . : NO. OF AIR HANDLING UNITS OTHER UNITS. : 1 FURN ( 10OR BTU: <= 10000 cfm: GAS OUTLETS. : 1 FURN ) =100K BTU: > 10000 Cfm : Remarks : Six foot deep, in–groi.md .;v4imminr'] pool. other• lanits= pool heater Own er-: FEES JEFF HEBERLE type amount by date t•ecpt 11610 SW 135TH AVE PIRMT $ 25. 00 JG 017/E'21/94 — PLCK $ 6. 2b JG 0 3,12 L!/')4 — TIGARD OR 97223 5PC T $ 1. 25 JG 03/E'2/94 -- rlhotl­ L,.,ntt-actot-: C-ONTRACTOR NOT 01\1 FILL ——————————————---—————————————————- Phune #- $ 32. 50 TOTAL Req REOUIRED INSPECTIONS This persit is issued subject to the regulations contained in the Final Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other Gat; Line In.p applicatilt laws. All work will be done in accordance with Mechanical Insp approved plans. This perait will expire if work is not started within 180 days of issuance, or if work is suspended for tore than IPA days. 00, Permittee Signati.tre: V) Issi-ted By : Call for inspection ­ 639-4175 W City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 sw Hail Blvd. APPLICATION Permit # ape N lrl 7 Tigard, OR 97223 (503) 639-4171 Description - - - Table a 3A Mechanical Code CITY PRICE AMT Job '�~ r l7f ^ 1) Permit Fee 0- -0- 10.00 Address ---1- DP 2)i Supplemental Permit 3.00 ur-ace 1) incl.ducts&vents 6.00 Furnace 100 000 BTU Owner /��/C'�t �) J J t7 y— r 4) incl. ducts 8 vents _ 7.50 -�— Floor Furnance incl. Vent 6.00 Slusrmndod heater,wall eater - 4) or floor mounted heater 6.00 Occupanten not mcl ' /V( _ 5) appliance permit 3.00 Zip Repair of heating,re ng. 6) cooling,absorption unit 6.00 // i erTor comp, ea pump,air cond. k� 7) to 3 HF'absorp unit to 100K BTU 6.00 M'ife�or comp, ate pump,air cond. J (� k� t�u 'r. 8) 3-15 HP absorp unit to 500K BTU 11.00 Contractor �rer or comp,heat pump,air cond. 9) 15-30 HP absorp unit.5.1 mil BTU 15.00 Boiler or comp,heat pump,air cond. — J 10) 30-50 HP absorp unit 1-1.75 mil BTU 22.50 hereby ac ow go that I have roao this app Fra wn, Boiler or comp,heat pump,air cond. information given is correct,that I am the owner of authorized agent 11) >50 HP absorp unit 1.75 mil BTU 37.50 of the owner, that plans submitted are in compiian)o with State Air handling unit to laws, that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from St-ite registration, Air handling unit — please give reason below.) 13) 10,000 CTM+ 7.50 Non portable li }•p,tPr� 14) evaporate cooler 4.50 en an connec r 15) to a single duct 3.00 entTj 5 on system not included in appliance permit 4.50 ' Hood served y 17) mechanical exhaust 4.50 Oascn5ii work new a on a leratan repa+r U Commercialor ice( to be done residential non-residential Q 18) type incinerator 30.00 Existing use o — �j -- other i.e.,woodslove,water 'v .� r. building or property 7: ,/T/ 19) heater,solar,clothes dryers,etc. 4.50 Proposed use of / 20) Gas piping one to four outlets 2.00 Z�1.) building or property U:4 /;"1/ifC_ Type of fuel-oil Q natural asLPG Q electric Q 21) More than 4-per outlet - r �- NOME— - — --- -t Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE u.r IF CONSTRUCTION OR WORK IS SUSPENDED OR J ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 259G OF SUBTOTAL AFTER WORK IS COMMENCED. TOTAL Special Conditions -Date issued Issued by wwcC34cur Cl r Y OF 1 r l.nl,I, hE c:1 a I'r (►1 I!r►) I'IV hrf 1":f CV.. J P 1 I'l(I x`aA VI43 6 IGII'If �iI;C )rE.F�tyE:l? I;1:1hI�i1121J(::1'.1ON (;f 31.1 01/101/1,11 r, r), WW 11)WO n PPYPll• hll 1,@1'F Illd.wo III. I'r1Y11V.NI (1111MI.11' I'r-1:I,I) f'llkl'Il:il• 111. I'rati'I,W.IgI f►I'll,lllll I!(ll.(! _. ................... _.. I I u L I II; 1'I I'1'! f;13 !'ili 1 1r1 I f I I) LL it I ION I C(ll III i ll l 1. 11, .:L l H J :D C7 W J FIJI,1. IE.;1 NI W 1 ;t! III r1V1: (1M(LIN'1 P(11:I) ) .10.4 X13 �,i i ., I Il��;' !: 11 �..1 ii• I IIC �,1-i�CghC�l1 FI1l.i, 1t�' 1 (`Il'. I IIMI II 1N C » 111 111.111: : 0'.1.! :I 1f + I ICAC)t v I ON � hill!i111 ' I I'il1i, L111�► (1';►. CIF (!t"lYMEN1 t-11.if41PJ1 {'f1:Ci1 rz 1-4 a t- J L f.D W J { 11 ! 111 ! !C 111', f1I I 'FIi t }' m w (109 0 0 z in _ N 00'07'13" W (N 00os't4` w 327.ao') 327.39" aP.9 -00,00) 71,54'(71,50') E O 49.97 50.00' 98.40' 50,00' l - J 31.60' 3 .30' t ``1 m Z_ 0 O 21 Q 10 m d ' ITA Z S O l.1 X Off :3 :3 m� M I v N oo,o6'1 e' w 74,40' a N 1 pq t,a — Vo CL m - vs o, O cr n+ cn w m >00� a� o z `t ire rn � �W b 4 u _ `� 2 w Ul 4n N its 1 13,OIL I 0 ir5 w( �" t W air ti N ®3jr z C/i �w a° o � C. w tD (o 4 7- o ( 00 O � v m Z q7 a LL m N M r 124.0 Qi d1 I ' V ch �U{ r z I La a �. m I� 3 IS F7, 1 1 2.0' a - t t—1 ►ao=ood 1e=w " 4.40 31.60 }z.4t' 24.00 OECICA110N _ ¢� o � s 00.06,18, E 98.40' 'v o C7 " S 0(1*0 x'18' E tv n N 135TH AVENUE (COUNTY ROAD NO. 934) Imo) Z0 3hHd 9i3OF51,F1a5 0T :91 bShiljr'/r:t� Residential B Iding_Permit Application City of Tigard 1"3175 SW Hall Blvd. Tigard, OR 9'223 (503) 639-4171 Jobsite Address: Office Lse Only SubdivIslon: Lot # �' t5VZ5 Planck/Rec # 32-, Valuation: L Permit # Owner: r _ / .. Reissue of Address: !� �_,_ —004_-_ Map & TL# Air K'VTO >/ Approv sd1e uired Phone: �?~_' `j Ji�— Y�� .. ... Planning Contractor: ./J-/9/L— CG_ G f ,Engineering _ Address: Z!�Lltdlf4, '1! . _ Other _ Items REquire Phone: Al S Subcontractors Contractor's L"# --(attach copy of current Oregon license) Truss Details _ Subcontractors: Other Plumbing: Mechanical: (attach cop)r&current OR Contractor's License) Architect/Engineer: _ a Address: _ ti Phone: L COMMENTS: _ Applic nt Signature-6 Phone4umber Received by: ���� i.J Date Received: �? r Permit # Account Description Amount Am(. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) S y3 g ldg: —� Plumb: Mech: Plan Check (PLANCK) S,% Bldg. Plumb: Mech: Sewer Connectiun (SWUSA) v �` Sewer Inspection (SWINSP) _ Parks Dev Charge (PKSDC) _ ^` Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (T 1F.MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) LL ~� Institutional TIF (TIF-IS) ti y Office TIF (TIF-0) - Water Quality (WOUAL) r w Water Quantity (WQUAIM Jv Fire District (FIRE) TGTALS: INSPECTION NOTICE City of Tigard nuilding Department 13125 SW Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Ree-O-P`hoone)t 639-4175 Business Phone: 639-4171 Inspection: Q l c�/ m l'r7 i k7 Footing Plbg. Underslab Mach. .sough-in Appr/Sdwlk Found. Plbg. Top Out Cts Lire FINALe Poet/Beam Struct. San. Sewer Framing -Hldg�' Post/Ream Mech. Rain Drain insulation -Plumb. Plbg. Underfloor Water Line gyp. Bd. Koch.` Date Requested: 2 T�icoee Q AN __PM Addraes: o _1�5 )1 f_ Permit�_. / Builder:_" THE FOLLOWING CORRECTIONS ARE REQOIREDt < /1�� c� c Q r' Lclr ` V /. �r Ct _J L W Inspectors" ` natet � / ^APPROVED D14APPRnVBD APPROVED SURJF.t'T To ABOVE — C.all For Reinsp. INSPECTION NOTICE City of Tigard Building Department 13125 BR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections (1Footinq-? _ ,/ Onderaleb u Appr/Sdwlk Faun". c%J--,P1bg. Top Out _ Gaa PINAI.t Poat/neem Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. Date Reguestedt Tillie: AM PM Address t / r�(.'G C � t't t 'Te/ �z / 7 Builder: TRE FOLLOWING CORRECTIONS hi REQUIRED: 1— c� F- J L _ L W Inspectors Date: ��✓ J� APPROVED OIBAPPROVED APPRCY"D SUBJECT TO ABOVE Call For Rainsp. IN PECTION NOTICE /( City of Tigard Building Departaeat 13125 SU Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4178 Business Phone: 639-4171 Inspections Footing Plbg. Underslab Nech. Rough-in Appr/8dwlk Found. Plbg. Top Out Oas Line t-Bldq Post/Seam Struct. San. Sewer Framing Post/Beam Hach. Rain Drain Insulati..n -Plumb. Plbg. Underfloor Wafter Line Gyp. Bd. -Neah. Date Requested: ( C� Times AN PM Address I I � l() I �4�i Permit +s�6i, o��� Buildery V�A (\rbor1r- 213 -dSSOC:�q� TRE FOLLOWING CoRncTIONS ARE REQUIRED: H C< :C C7 W Inspector e tr' t^ bats: c2 3- J3 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of. Tigard Building Department 13125 ON Hall nlvd. Tigard, Oregon 97-13 Inspection Lina (�ec-J-Phone): 639•4175 Business : hone: 639-4171 Inspection: Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Geis Line FINAL: Post/Bean: Struct. San. Sewer Framing -Bldg. Poet/Beam Hoch, Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Oyp. 8d. -Hoch. Date Requested: Times _ AN�) PM Address: Permit Builder: TEE FOLLOWING OORRECTIONS ARE REQUIRED: — ( — ti C7 Ui Inspectors APPROVED - R nr3APPROVRn APPROVEn SUBJECT TO AWWX Call For Relnep. T,�NSPECTION NOTICE City or Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O­Phone): 639-4175 Business Phone: 639-43.71 Inspection:_ _ Footing Plbg. Underslah Hoch. Rough-In Appr/Sdw3k Found. Plbg. Top Out Can Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. P1bg. Underfloor Water fine Gyp. ad. -Hach. Date Requested v_ �/ _Times 1C AN PH Address-.�� L Permit f: 5-1 ! '� Builder:_ THE FOI.I,OitING OORRE(.'TIONS ARE REQUIRED: _�� 40 W Inspects nates lj or APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rei p. I INSPECTION Nd ICE Cit? of Tigard Buildiyy Depart-sent 13125 80 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone)r 639-4175 Business ^hone: 639-4171 inrpection: _WI I NC, �A Footir.9 Plb9. Underslab n" Appr/Sdwlk Found. �►// Plb9. Top Out Gas-Lina FINAL: Poek/Beam 8truct.? Ban. Sawar Freeing -Bldg. `mat/Beam Mech.� Rain Drain Insulation -Plumb. Mg. Underfloor cWater Line Gyp. Bd. -Mach. Date Req.:arted:, u -7- 7 Time: AM PM Addrese:_I ���(? (�J�tfr Permit #: Builder: THE FOLLOWING OomxmrONB ARE REQOIRBo: S •�.'-�"�-' `��-C ,'� C�',t�Q � ZIP-�-'�_� C` rZ .t J r c.D w J - -- 1.�.--- 8 3 S 3 Inspector:_ Dates APPROVED DISAPPROVED /APPROVED SUBJECT TO ABOVE Call For Reinep. � L INSPECTION NOTICE City of Tigard Building Departaent 13125 Sw Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone)t 6 4175 Suain es Phone: 639-4171 Inspection: + t" I-"' -Y #o4t Y�J Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found Plbg. Top Out Gas Line FINAL: Post/Seam Struct. San. Sw ar Framing -Bldg. Post./Seam Hoch. Rain Drain Insulation -Plumb. Plbg. Underrloor .+� war ine Gyp. Bd. -Meeh. Data Requested: T11) /. Times AM PM Addrese: /( —�/� T� y �� Permit f p-sT s�"3-C3 Bulloors �— THE FOLLOWING CORRECTIONS ARE REQUIRED: ,7 F- 1-- J - - r c� IL _J infpsotore L L nate? APPrArm DISAPPrAYM _i APPROVED SUBJECT TO ABOVE Call For Reinep. CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 07223.8100 (503)839-4171 a. ip,i,#hu.rllk�kr wiFJ11I? 'V 181 C3N. . .. . LH LLEY M.; L.Tc. . . bWE LL T NG; UNI !S:li BASE:'.Mr-_N'T» . . . . . .. « e $EDRMS✓:O BATH,H 13ARAGiE_. . . . . . . . . . ..0 '?EQU I RE:U 5E !=IIRST. , . . s254 EFT. , silt ft RIGH—l' . :5 31ZHXI',II). . . »0 ! RUNT. :lb f t; ISL.-.AR. 10-!IRI1. . , . :0 sf RLUL)iRE'U.__..._......._._.._Y,.._. -'!_4}�+R F•Z' '!'. _ .40 6#f VNI. dl . $ . 13524 PAfd4,TNG c-:r'Of`f-Lt. SCI ( . F','1 i' t S 1 IVkia>r » . . ;=..i�f�i� !.il�f-1.lt'.!:�. . . ;vJ �1r�,L::itf=,-_C:ll•) N-"F2l�U,, ` �,; wk 1`( R I•-Eq f E Rs. , 0 T RAP's. . . . . . . . . !"EJl3r sl�iC}ldE:t Li--!!.'i%iljls'Y i'RkYt' . . « :v GAT"! -1 Fait::+tl'!S» . . . . , . :.0 WA'f"li R 'C:L(!':;.. .SLWEH LINE ('ft ) . .0 GREA SL. TRAP-'$. . . . . . . .1I WO El i f t' ) . -.0 ,- ,.. . . .,!,_.,.. ,.. (7f�f t ACS(: t1 I v5i . . W41 N (ft ) s 1A 140SHINI"i Irl Ir ►I,. . .;�,k:: ;: r fila.,, ,,.,;laIra. . :•D ^..t it-i' • ;ct;Iitr. ' IJI,.? i IHR*_. . z'0 type amot.c!!r lay da: V! IN l . » . . , s r,wr `>~ 104. :50 FtL,L 1417 eb i%14 0 kAfi,L 9_ i `: )a .il._I-i ;,77/fbf; tj`3 :0 b:.'iF'C: $ .2.Z !'LI_ WU L,;' : i L.)rl t.(:7 .0 MFI.R T "I c:k.i. 1"!0' 0 . ':) C:LU .''r%YC:C7t:i » !'! 5 PLL 07/26,,9, f�iaE u(_IT,_.c:- I :O ._ c.. �. ..ri•'.f� ]� 1`,f - 1 RILL/ I!`:.J.'Ir'_(. f IO ' i ol.md Insp Mechanir_a, /veam StT-uct I:ui 1dirig F'ivA _� a !I1 'Am Merhan Erosi nn C otltr.I 1.:1 1 w1 1 C d 1 .l n r.p t.,:Y^a W) I.)s"ct 3,n J �' ir,ri it o 0 CITY OF TIGARD RECEIPT OF PAYMENT REECEIPT NO. e93-242596 CHECK AMOUNT s 135. 98 AMS" o HEBFR(—E, WENDI & JEFFREY CASH AMOUNT z 0. 00 DDRESS 11610 SW 135TH AVENUE PAYMENT DATE z 07/26/93 SUBDIVISION TICARD, OR 9'7223-- Or PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID uILDING PERM MST93-038A 104. 50 MECHANICAL. PE P5. 00 T. BUILD PER 6. 48 l(]TAL AMOUNT VIAID 135. 98 • CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. a93-241984 CHECK AMOUNT a 67. 93 AME s HFIBERL.E ELECTRIC CASH AMOUNT 0. 00 DDRESS s 11610 SW 135TH AVE. PAYMENT DATE a 07/06/93, TIGARD, OR SUBDIVISION 97E'r--'3-1505 :,UPPOSE OF PAYMENT AMOLINT- PAID PURPOSE OF PAYMENT AMOU19T PAID LHECK PE _._._.__..---.67. 93 Ce Ln 13R 'OTAL AMOUNT PAID 67. 93 N PLNCK RECT # CITY O1' rl _LGARD 131zsswti,utu�.� / -- PERMIT # COMMUNITY DEVELOPMENT DEPARTMENT Tipnf.Orcgon97M �,.��� (503)&19- 171 DATE ISSUED J06 ADDRESS: C I �oJ �� — TAX MAP/LOT L51 3:3 .Uc'Z4'J SUB: a5k 1111/-1. Tr4 c f LOT: _ _ LAND USE: VALUATION: ? -2 — OWNER SPECIAL NOTES NAME: k�-F(zjE7Y L 44,1--t��' - tip REISSUE OF: - ADDRESS: 16 =' S l� 3s ��` LAST REISSUE: _ -- FLOOD PLAIN/ PRONE: SENSITIVE LAND: _ CONTRACTOR APPROVALS REQUIRED NAME: —_-- ��-� PLANNIN(.: ADDRESS: ENGINEERING: — FIRE DEPT. PHONE: OTHER: _— CONTR. BOARD #: _ EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: �� LIST/SUBCONTRACTORS: _ MECH: RUP-z CvL-LLr-AKiA- BUS TAX: ARCH/ENGINEER -t4�=►L --E CALCULATIONS: NAME: _� � ��1 � TRUSS DETAILS: ADDRESS: Ll,. L L_ _ OTHER: -_ PHONE: Cc !� PROPOSED BLDG. USE: -� _- �� 32TJ. J L COMMENTS: --- l�G/Lu LIC [ TUR Re y` ,y� -t, _ Date Received: PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees _ 10-431 01 Mechanical Permit FeesS 10-230 01 State Building Tax (5%) Building -S Plumbing Mechanical 10-433 00 Plans Check fee Building y Plumbing Mechanical 10-230 06 Fire 30-2.02 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 0- 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (fee in lieu of) TOTAL O 13,5, �dv nm/3587P.WPF- INSPECTION NOTICE City of Tigard Building DepartAeat 13125 SR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San.. S�� Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line Gyp. Bd. -Mach. Date Requested:_ Time: AM Ile— Addresat /1lIJ�L/ J� _ Permit Builder: ThY. FOLLOWING CORRECTIONS ARE REQUIRED: Ze1�. LL - L w J Inspector: d Datet APPROVED DISAPPROVED APPROVED SUBJECT TO ABO:E Call For Reinsp. CITY OF T I GARD — RECE 1 P T OF FlOYMENT RECEIPT NO. 01-216583 CHECK AMOUNT 1983. 43 NAME �-,COTTCO AU T I_D I NG & CASH 0:11r UNT 0. 00 ADDRESS : DEION PAYMENT DATE 08/2,P/91 c31.181)I V I G I ON PURPOSE OF PAYMENT raM(71.JI\IT PAID PURPC]SF- OF PAYMENT AMOUNT PAID L'a- 1900. 00 SEWER INSPECT 35. 00 CILAN CHECK FE 48. 43 r H- J .r :C J J 1 1 h l 1 1 5W 135 T 1.1 TUTAL AMOUNT E'Fa 1 C> — -> 1983. 43 SEWER CONNECTION CITYOFTIFARD C17YOFTMRD PER11IT COMMUNITY DEVELOPMENT DEPARTMENT 01116M P,ERMIT #. . . . . . . : SWR91-0179 13126 SW Heil Blvd P.O.Box 23397,Tipml,Or"gon 97223(603)630-4176 C-7 Q C,-�(-,-41 -71 T,i�jTE - 1 — SIZE ADDRESS. . . : 11610 SW 1351TH AVENUE P,ARCEL: ISIZ,33DC-00200 SUBDIVISION. . . . . (-"4S)H VALLEY TRACT ZONING: R--7 BLC-.)CK. . . . . . . . . . LOT. . . . . . . . . . . . . :6 T'ENANT NAME. . . . . : USA NO. . . . . . . . . . : FIXTURE UNITS. . . CLASS OF WORK. . . :ADD DWELLING UNITG. . ; 1 T'YF'E OF' USE.. . . . . :SF NO. OF' BUILDINGS: INSTALL TYPE. . . . :PUSWR IMP'ERV SURFACE. . : : Sf Remat-ks : CONNECT EXISTING HOUSE TO SEWER Owner-: FEES RANDY SCOTT type amol.tnt by date i-ecpt 11610 SW I,.-,51'H PRMT $ 1900. 00 JLH INGF, $ 35. 00 JLH 08/22/91 T`IGARD OR 972,1213 F*Tione #- COntractov-: STRAUSS P-'XCAVATING 24175 SW DAVIS RD HILLSBORO, OR 97123 iDhone #: t 1935. 00 TOTAL Rep #. 32575 REUUIRED INSP=TIONS This Applicant agrees to comply with all the rules and regulations Sewer- Inspection of the Unified Sewage Agency. The permit expires 120 days from the date issued. The total amount paid will be forfeited if the Permit expires. The Agency does not g1jarantpe the accuracy of the silo sewer laterals. If the sewer is not located at the measurevent given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency wi I install lateral. the Agency wi I install lateral. I'er m i t t e e 5 i q n A t i-t r-e I d B y Call for inspection 639-4175