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PINEBROOK TERRACE SUBDIVISION VICINITY MAP Scale a as a � JAY# r Ly ; _�. 21 p �fEN i 4ilP \\1090 G4�° , TAIEETS asAND SAN§TA[�I G A R �C, �4. y F I 1 G \� G 99, r N S T. 0MARA i a 5 VIEW _ MOU TAI -_ ROAD ' S.W. �McDONALD ST0 , X FH 'a a = ; 685' FROM a e s = I PROPERTY LINE 0 0 S.W INEZ ST - ~ I S.W. PEMBR00 ST,W Q r 3 a P,NESROCK z m S.W MURDOCK ST. TERRACE --1 o 3 m W W N > ; S.W. SAT rLER ROAD a - N m o, 3 N S.W. DURHAM ROAD I I 1 NOTE CURVE DATA BY LOT NUMBER 20, A=26°2600' 19 6704200' 17 A=45°520(`" 15 A=26°2§700' 29 A=12°02G, 30 A:38°29'00" 31 A=450500 33 A•-45°5200' r 49 R:50.110 4�? R=5000' 46 R=50.09 44 R=50.00 R=125.00 R=20.09 R:500n 8:5000 p a D a r `` -2 .86' Ch:5 7' , L=40.0 L=23.07 L:26 251 L=13 38, L=4001 L=4001 e ' Ch=22.8§1 Ch=5510 Ch=3897 r' Ch=27_.8fi Ch-26 2� Ch=13 13 Ch:38 97' Ch=38 97' a S36047'00'E :SI0017'00'W S67004 00 ° ° ° E -S36 47'00 W -183 5900E 185 5900"E :145°5200' _;4505L'��cj"E 20, A=50°o0'00' 18, A:45°52'00' 16 A=67042'00' 1. ° " ° o t 5, A:50 OQOG 30 A=n 1010Q'� 30 A=36 200011 32 A=45°52'00" 34 A=-.5°52'00' � 49 R=20.00' 47 R-.5000' 45 R=50.00' 44 R=2000 R=125.00 R=5000 R=5000 R:50,Or.' 1 Lh-iro L=40.01' Ch-55.81 L:1745' L:243Ei Ch-311' L=4001 L:4, c 'A SU3DIVISION IN SECTION 11 T2S, RIW, W. M. � Ch=1690 Ch=3897' I Ch-55.70 Gh=1690' Ch=24.32 Ch=3118' Ch:38 97 Ch=3997' =S25°0000"E =S67°0400'W =SIO017'00'E :S25c1,0'00'W =N7202S00'E :N860580011E °' WASHINGTON COUNTY =NORTH =188 .600"E Q CURVE DATA EAaT 19?� 25 JULY 1964 SCALE I"= 100 1 \ 40- ° ,r, 125.00 100 00 s 12 5 00 125 00 2 25 251 - - / 502 -- - -C) ' 55.90 A=aB 55'30' WEST ,y 68 2� 2 89�?. 81 57 85.010 100 00 125 UO 125.00 -1779 140.0?. 139.98 1033~ 104.94 _ 138.39 - � R=100.09' - 25 .'5 a c' ''° i� �. 7 c o - - - - - - - ' - L=8539 10032 1- o v,, = 0 28 �% o = 0 1 - - - 0 5 6 +4 7 � v o o �a �, �•. _ __ "' �, - - - - - - - - - - - - - - �' -88 - - �' 4o PCS 16466 88 - Ch=8282 N a., � o moo: �a 46 moo, 30 r� 29 0 27 0 �s 18 � o ! 7 F>o = = 7 , � I , �, r,�i,; =S65°32'15'W cD 5 7 1D ` CC, o 9 a �' 31 m TU. O o �o °o rn mo �v o b i� u'Q, o �' "� 0- U Z - 0 m Z - 0 0 a S ��yy , U tD I- S C h=5 3 6 1 --r- EO - 10000 r- p V °P n N u0 0 z - �� -V Q, O ,1 c0 s v o `�' v N ti a Q o 2 z 'I u) Sri 900W rn rh WEST 6 '� r-- _ v o �y y. o o� c,'L rr, o WEST o c r-v 11:23°3440' 10136 0 v 6 `�'',�'\j 3961 6�5 00 ' a`1 - -- � o ^� <: � oo as a - - F W T u, 40 .�,• 0 0 s 4 8 q 5 �o0 a 'w`'cs�" 100.00 z tr ` a o N a �a cn 12 .47 ,n R=too oe WEST 5 5 h. ,, o o _ 19 8 5 ~ �� Ch-♦ os' --=- L=82 30' cD c; cr c'AT ply �i 1338 !NWEST 15000 I (D �- c�c 0 16 �? o� 0 r `1 ►- o Ch-8172' oo " mom' 5908 , 5908 z �'� �, < .o Cr 400 e\ �0 4�8 a w z c0 r0 0 * I 0 8 r z r� 50.0 s, ,� l 0 2 6 c 59. o r oc �r erg=N o 3300"e =NII 4720W tD r- 5 8 r - v °1, N PINEBROOK CT m z 08 5908 z j , o O z WEST � Q ti� 40 PT ` 100 0 0 �' R=50.00 o r 7 5fi 0 u°Q �j 1n ------ m 32 0,,� D _ - - --- S86 34G,j W o � 84.94 0 J .w 87 17466.88 ,� WEST WEST 40. )I 0 . �6 70.00 \s��, I WEST a,9473 ,!► ` � 8562 X20-12 -� a " WE :T 0 I _ WEST WEST 1= WEST w, 102 35 79 7 79.17 0 `" �� o 0 JO 79.17 _ 5 \ S cn a_ A:42°28'00 ai a O 0 r ao 0 N 30; D:U w o 157 3 WEST > o O o `� h. �� 0 h 7917 2 Z cn t� _ O, + o Q ° to N I R- 00 a Q �, 5 4 n Z5 °oo o A° ' �� S °` �' 'L° o I o h° Qs ��` 3°� 0 9 g'� ' is 4 0 3 z �' ~ L =166 7 7' 0 0 f o r- S6� ° ° 3 5 z Q o 1 0 0 0 2 •' `1 o ��A \ ro o oN `� 3 °i'� C Ch=162 98' - 5 9 ' 2 x 2 5 425 o «, qg 2. 5 q4 �� y o �• 0 y . a :� s 8 0�36 25 y woo0 V) °' 0 O U, r' o O ° OD tD d z°pr•, 15 «, `� C) O\ =N68°4G00'E v 10000 : n « o _r 3 20 a`�� °o z. c WEST �r WEST z 3 z v N �I0 i , 10334 F WEST w 33 o WEST K, WEST WEST � I WEST ° S fl 612° 1 �i000� 65 6 A022'00' l� o N o 0 100.00 0 rn u IOG OC �'00 m 3 4 m z N I� C� S,h Q\� 5, aQ- - -- r AST 94 87 WEST ¢ m ° o o 0 90 UO 100 00 100 00 m 100.00 a ` R:22500' =� 6 0 z �' S 3 Co J 5 0 o N o �' 21 4 0 14 3T 96�`, oaa°�2 2�I - - L:25 D� o o' ►- .- m I Q 4 3 r ti �, 3 7 O Z r, o:0 0 0 •- Ch 24 99 'T r o °0 1 51 82 `'� WEST I '7. `" a, 2 4 o, o WEST 55� �O� `J, m __ ___- 7 _ 0 6 s 48.70 105.98 o Z N50c43'0d'E 100.00 ;z WEST ;;, WEST __ 800 2070 S z W WEST ►xOD, WEST 649 �� 11 y,; A8 U 104 32 3 �' x rr, 80'10 800:) yyE,,T �' ,v 2A 0 0 L._ '' rn Q N O WEST uj WEST I00-00 F- m 10000 a 11000 10000 10000 100.00 rn 1 r�, °°io o c=a �? 7 z r<i °, 0 ad N o �,, �0 17 ri,` c0 - a o Q b A-36006'00" in z _ A, o �o i :c "5 , x _ z _ ° oo '1, �l• p „� 8 5 �D 0 s _._. _j W ` < i r" m O° u m T ; o. °O = 2 m 'f', io r O Q _ F O 0 81 R:22.,00 6 1 u, 41 D: 0) 4 0 0 3 9 CO 0 12 ° 1�/ ti a N o �., L 141.77' r `° 2° 52 " � 51 0 "' tiG42 tD � z� ' - ? m 38 °o 0 ,Lo° o� `'o CID r,J � z a1�' OOTo 80 ti WEST 13.00 1410 1 a' �! G� �.r !'�•�` " °r ,�`' °° o rr U _ 4'' 2 3 z 2 2 °c:1 ; �- 13 m ~ �'' a z I U 0 23 0 ,t r; Ch=139 43 , m _ 171°5700,§ 105 31 u'� 8O 00 80.00 a' �� z r o r ' ► , °0 0 X2636 800 SFS 3 _ WEST m ,�, o u, WEST p� -- ti� 80 00 800 _60 UO 8000 z r 9000 i ti �' ti z ro C, 14842 m o� aft � i 80.00 0.00 a v', tea_ 0.00 -- ® 2 i� o r'n 'n ► Z VA. ¢ =' o 0 N 250 00 EA ,T SU0 00 'h a, h u, v- ��o SJ,c�� o ,- 84 v� a w , 0 6 2 r- 'n 250 00 12 .Q 96 sem, J �� n0� m co WEST cn "' I �.. Q ✓�J,/�` �� r, ati ^' - S W. _ .L __RIN au Q1i-._ - - 6g. v0 ti , a) - 13 23' 106 29 �, ` 65 oU � a T - �n �r o \ \� , 106 6a 30 u, LLQ \� T6 00 76 00 l6 00 76 00 76(10 76 1?0 76 00 "r' " ' 96 -� -'\s+' I - I z Q _-_ � r, ._ 6300 , ,-� ''� 7436 90 U0 90.00 75.64( 69• C n o _ WEST J'f?, T o 0 0 ,.. ' --- a p , 3_ � o r c, xo x0 x zc, xo o r -,� 43Ei� � $" o' = 0 C.) o `'o X 0 6 5 oc 0 6 6 �0 6 7 D~c 0 6 8 � a 6 9 ~ 0 7 0 ~ � 7 I � o° ' N Q, �` 7 3 �g = o 0 0 �, c^ 7 9 . 9 2 � � 8 3 =M � O �.-- W INITIAL c� o <, ° ao on o0 0= � �' ;� l l mC': �8 ""'' o l� Z w M m r 63 r` o z - z z " zp z" o0 00 � �' J " o o� . 75 � U 76 0 1n araC - m ` q Z- � - p U N �i = 0 {i Q a O N POINT , r ~ n z 72 I0 ,, 1m o z _. 74 �. o o .._ 000 WEST o ► 12: 106 90 �; W � c' W 1072 R 25 85.00 76 00 76 UO 76 00 76.00 76 00 76 00 76 00 97 70 ` 7500 90 00 �0 90.0() 81.,'5 "' 1 I2 120 64 10 329 02 37 76 m Y W o >- NOTE CURVE DATA BY LOT NUMBER WEST 1921.02 SOLOMON RICHARDSON OL C No 44 w Q Z CID _j cn O � 35 A:51°42'30" 72 8:20'49'10" 12 A:36°1200' II A:83°3 UO' B =45°5200' E. A 45°52'00' 4 A 35°14'GJ o o NORTHERS CORNER � ��, Q m x OI - 4 A:8C,O2n0C` 3 A:14 0200 77 A:16 0200 79 a:09 24'00 85 8'90°4530" 88 A=02°40'10' SOLCv0N NORTHEAST f, Lll Z R=50.0F' R=225.90 R--200.00 R=20.00 R=50 U0 R:5000 R=5000 R=200 R:250QO' R=25000 8'250.00 R=2000 R 676.20 DL.0 No. 44 "� In o L:45.12 L761.79 L=126 36 L-29 19 L:40.01' L:40.01 L=30.75' , L=28.11 L=61.23 F9 9 ' r' 3 _ Ch=43.61 Ch-81 34 Ch-124 27' Ch:26 67' Ch:38 97 Cn=3897 Ch: 26 Ch-25 86 Ch=6108 ° L X63 L 41 2 L 168 L 31 50 0, :S76 1sbeE -182 5900'§ Ch-180°59 00'E Ch=15271400"E Ch=N4572�45 W Ch-5104 34'35. (/� :N39°2945'E :S )12450"E :N71°5400 E =NO5°43000"E :N19030'OrJ"E :S68°4E 00"E :S19°41'00 W ° 0 o o 2' " o r ►0 o _ o 0 z � a- � o 35 A:7602230" -13 8=27°12''1,0" I I A:06°16;00' 9 A:32°49001 7 A:45°i140O' 5 A=47°5400' 4 ,1:73°24'00" 4 A:12°28'00' 76 8=01000'00' 78 A=16°0200' 80 A=420?800' 86 8:139014.'30" 88, CURS ES OF5361'ond R m a. W R=27.57' R:175.0 R:20000' R=5009 R=50.0(. R=50.00' R:200.7 R=25000' R7250Q0 R 250.00' R:2000Q' R=2000 89 4405 are 40'f rom and O W z Q L=36.75' L :8;1.09 L:21.87 L:20.51 J - I_ :40.01 L:4180 1_-25.62 L:54.40' L:4.36 L:69961 L:14824 L=2115' Parallel foo 100' 11 12 W Ch-34.08' Ch:82.31' Ch:21 86 Ch:28.12' Ch=38.97' Ch:40.59 Ch-23.91 Ch=5429 Ch:4,36 Ch=69 73 Ch=144 87' Ch:28.10 Spiral Curve of 1 3 Tn 1- =N51°4845a'E =N13036'05'W =N5004000'E =N19°46'00"W :N55022'00'E :S21°5300'E =S00°31;nr1'W :N69044'00'E :N99°3000'E :N64051'00'E `N6804d00"E :N45°2%'45'E 0:80 QI w _I4TIT � �'-' a LLI W v = 0 ... I' 1 � I I 1 1 1 1 1 1 1 1 1 1 '1 I � �+ I I 'I 1 1 I' I I 1 r11`�I ~I ( F I 11 1 I f l l I 1 1 1 1l 1 1 f .l 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1_r_�M •+�� 'e~"'K w "� � • :! I r l l l t• j 'I t' 1 1 1 lel l � l � l ,l l � � � l j l i � � r l I ( 1 � 1 l i � 1 l 1 1 l I ( 1 ( l l ( l 1 1 1 ( i � 1 ( l l l l l � l l Ills ,` I I I I I�ll,llflllflllll11111 � ai � y P •• :�._._._ ( 2 3 4 5 6 •� 8 9 110 NOTE: 157 THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICFt-'IT I5 DUE TO THE QUALITY OF THE ORIGINAL DRAWING, pE 62 82 t2 9Z SZ bZ EZ ZZ IZ 02 f51 81 LI 91 it �1 EI ZI II 01 d B L 9 IS.• , b IE--. z 1 "•L� 11,111111loll III 11Ill III 1ill 1111)1111111111�1111�11111111111111111111111111111u111U111111ill 1�111111111�till 11111111'111111111111 ill Illif11 rlulunll1111}f'llflnlllllu�lu111u11�I1�I�InI�II1111111 w�I111111111111111111nI1110111111I11IW�n1111111�u11W11111uI,I11111n1�wI11H JULY 2 1. 992 ..ter• - --- ._ _....-_.. .....�-. : ..._ .....,.. ..�,._._....._.. ,,,. �.• - ... 6kIN1C0 IN 0 • t CFS022 2EC1100 10 X 10 buiviro ,r n' r for 1000 NEM AOkSK' rve bVbEr NEM A0161<' CKOU PEC110H 10 X 10 KEnkkEr $ E22EH CO' I°OW,' UVe bVbEr KEnLLEr V E22E-IS CO' st�ot 2.LdHDVISD Marr argot ?:VHDVkSD Mart - --__ i �--I --.. � _ .._. .-_ _I_ ._ _ I / I F � ._I_ I. _, _,_ I - I _ r �1_..L. r I •I I - t_ � •I-^ '�-1--I - f r---_--}!I'r_•---_-.I,I1'_---+IhI-_--I�_�.___'__.I.-�i-_-,�. _1�I-i___._-'._Ir,-_.-._�..II.!'__-.!_,_-�_^�!rifII-_-y•- -_-II�,'...r---♦�___-1.��,... ___.,1I,�___'-.�+�_-..jI.��,._�.-_-__ ..._-I.-..I!__.».•lI-_Q ti�/-._•III.�_<1.O�...�_.I ___ �r. -_-!--jII \Ir�-�II• rI '��-'' v c�\sI I � �_QII.,Q.i •�I-1_-_�I-J+�1 -II.--I aI�•'�.-. yOI�_. ` -!.-_t1f_>�IIr.•--'. I rI .I _i_�-�1rI-_•.-I-�I,_- .IrII II ._---_-I_1IF_ -..-_--.--_i-...-.I�-- -..- -I-- --JI_l.•�_-_- - ---iI 'I-•-tI--I--!--�'.. r-J-•-1Ii� .-_- i •1 Irr 77 ---I,_�•rI�":.r_"�I . 7- _T - - ! 20,0 4 p`.�f p•'.�1 q_N1 I_-�O� R-:1- L .II +-+_ , f � CM p-.. g-�p T - ;•r I_. .•.�_-- -I _- t'( -i- - - TFI-'�• i- � ��- _- -_- __--__tI).r.1�_-,'-_-►-_----_-1�-.I•1•LI_i_--_1 f.,---'tI�'. -,.'�--�_--_-_-11_-FI.i-'i_-.._I7I.-.,�_I.._._-.'-jI-_.--.�•�_I--�II.1�I�-I'.-._1I�I.-�'-_-_-'-._..+._'I-_.-rr It+'+•_.--�-,!-_-r.I_.!-.-,-I_-I•-�I-l•,t-__-r'I r_-_....�l1-_--1 II+,I.- , i�-I__-hI._.-_.I�..\I.-o�rt.�r,j_ ..�.._,�B_7.�-/2---_tI I��.-•,_-��+,.wI-.-�\/�.-."-_mo!-o tI,17"-`I'I a_�--.-�:I�(-,-...._I'-,--_1,1 I_-_X_- �._-I_-'_.F-1II--_..-_4.-.,_r ILtf I.-_s.-.__�I�-III-�•_.I_,-,.--_....-.1.,-.I,.--. i.j--..�.II�-i�-�-_1'_-.�-Y_�I__�__---._I'._.-,-,.IL t.I_1..-_-�_I"_s}' _-_,_-II_�_-__.-�..�_.�.�..I I'.-I-_--F-r,„-_,i�__��_.I-_._._�-,,I,-�-�_� �_�__• -a t-I'--..��-��.-�_i_I-�_,.I...-'.r�:.�_'"r�-tl -".fi�.r_.;.-�rII'/__•y!!L_I•r_-1'.!V._I..�.: �.!6_-a•1/._�_�.0..,S..+\'�,0�4`\201-I!24//�I I�_ -�. . ,.1-, I_-I �,,..-__.I_,rr�L�I__-.__--.-�I.,..'_{l�-�_.-.•--_J.�1_-.-e_-.1��_.I"--�-`i.___�_�t,._-_��tr..- -...i..__�_ .•1,- --_-_.-.L I----_..z1:1II.'.-I_'.0-.•-I,0p--- 1l__--t_-.��IirI_I_'----0,--_,a��,y"d,IIF!I.,I_-.-,---•y1I�(I l I-_-'-1-; _-c--_,�f�__.'-•�'�-i1!,:.rI'_-_._.-.._.�.-...,1-_.-_.-.d-,r-__-�--,,Ll'I._--_-..___ L:L .__.•'-a�i_ -r-�_--•II/�r,-_--_ I-.-_-- I-`I'--1T---••di.II-'-.---rIII}r--_ti • I _A-.Fi��I--��...-.ry1.i-JI-I.y'_'-F•Ik��-_'-g-�I I-S--_-_��,�IT�•_-"�--__1'IIf'-`--. 1 h�-��---- -•'i_-._?�IrI -_-_-- '_-•.fi�I�---_-';-1't-I_16-"� -r1I _- I.rI r,:-_--•.i'I--_.`-(I;�._-"�_!I_r.-'.-�•�'I,.._---_.If_�_--��--�I.;��....?_'__yItamF_-__'_.'t-_}II'- I L ' .-�,._.'-�.-_-j_-(1'-�-r1I--►'�r.�_',�i'-_--�r!{I_�..__ __i-I�'____�-�'y7--,I!1.',��_--�•.,.'_-Ir�_"_"1 I.--. I.- - 905 IN SlE E _ Loff- 1 -,4 --II 1_'.1- -_.�-_.t_'_-�.5--F•I'-S.1�Or..�--_�-'�t I 5I 1I I-� r,_�i,.-•__r-i.---. -I•--._-iLt�'f-._---I..--,�I..I",- �.'••--_.;,.�-•".I�1-.+II-�i-----__ - _�'_t r_•�_�!--. 44- -_7OfIvQv Vol , 4 - - _ f- -`"-. - I-; I -I_I-!- - _ -I _ Fo 4- _1_4 I 1 _.__`+_f�f.'-'-.�'IiJ�'_•1!_,-..I_I'-.L_?-.`•*___.' {rf' ;; 'I.•- _i.-' L H - t._ t- �I •--..�tir,I --,' I916 6 i-- 1 .-- ."7_-• Si'PI1 I_T�j•7f L,_- - fI ~' - .� , �.. 4- W4 777- -J--r � 32 4 1 . if AL � R00 D R ' -- - , r rr - - --_ I ,•,-L4 -.t_ I ._ �. ' tI 1 _,._4_ I H_1 ; . PLAN SCALE I"=50' o:90°00' R=29.00 L=45.55 420 2 � 30 R=225.00 4,3L°166.77 Ch= N68046'E 1(c) h 162.98 V A=90°00 (4� J L:45.55 O, 30 o 6_90.00 ?SX0R:2900 0 0) L:45.55 A- 12°28 :23°3440" � ', d80°2 ? '` a R:29 03 R=241.00 R=200.00 �' /o4S D=83°38 L=40.74 L=52.44 L=82.30 Cb 00 ti � .;•`-u-,s: {N1.•L;I: : ) A, =6 .6 R=29.00 Z 0*41.215>R:209.v7 // L=42.33 O IGO 6-14°02' rL L=22.86 �� t R= 241.00 0X41.66 It oo1 L= 59.03 A=360 12' R:209.00 or,s, L=132.05 0 + ,a ti 82 �0 A:42028 , 00 4- R--209.00 R: o 02 L:154.91 106j4 0: 16°02' 9024 R:241.00 R:241.0 L=6744 L 39.54 24"CMP9OSTREET DEVELOPMENT PLAN ' ° a .- ' !��"1l1""1l1l1'1lr1�"I"I11l11l(lIll�illllI��Ill1"l1lil1l�'l��"1l�ll1ll,l�1l1ll1�- ,llllrlu�tlll�tli��tl��l"ltel1t�11�111��1II�I1I'IIlI�uI��lni 1n1�1 11��I1h 111IjH►l1ll1llll�llu�l11111111F�(11I!IlIlII�IlI�lIrII�I�lI)II/II�fIMIfIIt1�1I11I�1/! 11�, 111�1�1/Iu1/1ll/�l 1u1l�1Fof1r1�1nl1l1l+u�1c1�111111(1�1111111�1u�u1b111i�11111�1111�11-11_1_11•i1'_1��-1-�1-11-��IiI1111111�1-1111111�11111111nI1I1I1uIuI1II111l1`11H'1811�IRiIW1.1-11UIII1�IlI�u�I�IIlILLIl.IuIS11I111�1111u'1Ill'�•�11;-U��.l'1u•1N1' o • S.W. . PINEBROOK DRIVE PINEBROOK PINEBROOK TERRACE 6 =60224:36°06IL C1Mo P+ R R:225.00 R=225.00 CIVILBNGIKZZA3 GIN L=25.00 L: 141.77 2UA3 ✓ Ch=N50°43E Ch:N71057'E :24,99 = 139.43 PETERSON BUILDING HILLSBORO, OREGON 50f JOB N0. 401123 1of 111= PINEBR00K 7" SHEET 2 OF 12 JULY 1964 � � 1 I111fI 2 3 4 5 9 10 11 12 NOTE: I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICFs--IT 15 DUE TO THE QUALITY Of THE ORIGINAL 44, DRAWING, OE 62 92 LZ 92 SZ OZ EZ ZZ LZ Oz 61 IRI LI 91 SI I►I EI 21 11 01 d9 L 9 SE Z 1 4 JULY 21992- _ T �1 �.��s►�i0, ' , F I� l r. Iv A rAT tb . I c�ci m /�j�•''1 17 CA 10 WY ti J cn �� '000 N a� August 15, 1975 i'.r. ;`arvin Flehm "ashindton County r Assessment & Taxation - 1 C 150 NO. lst !Avenue Hillsboro, Cregon 97123 rear I'arvin: As per your request, the following inforr,ation shou d serve to answer your question as to -whether or not the City of T 4W- eeeep ted- responsibility for a portion of lot 132 ?ine��4.oli_4errace Subdivision (rec,.rded in Book 594, Pa6e 4390 reed 4;T��'�ingt�n'Cd:'j-nedicaUed to L"he public a3 a richt-of-way by A. . A. Properties, Inc. on Jano.,ary 20, 1966. The City's records indicate that when that portion of. lot 8e was dedi- cated to the public (see attached deed dedication) , it `,v veal property in ashinf;ton County and not within the City lirnits of Ti6ard. recond- ly, when the City of Tigard annexed to the City certain areas coati'Euuus to the City (see ,attached ordinance No. 67-2_0) , including Pinebrook ,>>rbdivision, on I�.arch 13, 1967, no provisions were stated in the ordin- ance that the City would asstune responsibility for maintaining that portion of lot 82. Finally, on June 26, 19721 the City of Tii;ard passed Ordinance NO. 72-41 (attached), which accepted ,jurisdiction of certai.ji county ro:3ds, in- cluding those in Pinebrook Terrace, but excluded that portion of lot 82 in question. Therefore, I believe it is safe to assume,based upon the above-stated, docuiented Evidence, that the city of Tigard has at no tti,ie accepted responsibility for that portion of lot 62, Pinebrook Terrace .Subdivision, dedicated to the Public on Aulp ist 20, 1966. I Apologize for the delay in returning your request And if additionol information is required, please feel free to contact this office at\, 639-4111. Sincerely, Dick Bolen Planning Director DB:ps Iflic] A. �r � t May 16, 1967 a Mr. Wayne Adkins P.O. Booz 23373 Tignrd, ()t-,-gon, 97223 Doar Wayno: Persuant to our conversation of earlier today, I have conserTuently talked with both Mr. . Logan and Mr. Fred. Anderson, our City Attorney. Mr. Anderson has advised mo against writing the letter that you requested as he fcela th-it tt would be an omission of the fact. An I n plainod to yo.i earlier, it is my feeling that the Inw-suit in of vary 1.ittlo consequence and should have no bnnri.ng .in our proccrnrling with the construction of the sewi� Jnkercaptor in Pinebrook. However, I do feel that I musi_ tale the advise of our attorney in this regard, therefore I am returning to you Mr. son's lattar an originally sant. vincerr!1.1/, CITY or TICArn Y r. G. "Bud" I1,j10 mayor egktdh (-r/ Kiith `I'llomrsnn ✓�J J�o1 nr1� V. j,r)trcln Tot City Administrator September 12, 1966 Frost City Engineer Subjects Acceptance of Roads in Pinebrook Bubdivision I A1_ . .roots in the Pinebrook SuIodivision have been accepted by the County. County road numbers that apply ase 2022 and 2016. Notes made during inspection of Pinebrook streets are as fol.1owst 1. Mmossive patching has been done, which indicates that possibly the sub--hase was not adequate or that poor con- struction methods were used. 2. sole in pavessient on S.W. Pinebrook Street and Highway 0217. 3. Streets should be cleaned. 4. Driveways have not been made so as to easily accnsmsodate sidewalks in future. After inspection of above said raads, t find no major reason / for the City not to accept these. Reith C. Thompson CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W.) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly mark Ad APPROVED PLANS, plan revisions, change orders, specifications, etc. : I. SANITARY SEWERt (A) Commenced instal'%rionn. . . . . ..... .. .. ......... ❑ i / (B) Completed installation.. . .... .. . ............. ❑ 1) Aa-bui.14, field notes filed......... .. ❑ a) Cir%- ment to engineer......,. .. ❑ / 1) AA-built field notes received... ... .. ❑ a) Filed in project folder..... . . . p (C) Inspected and Tented.....•... .... ... ... ... .. ❑ 1) Test nomonogrAphsfiled. . . .. . . .. ..., .. ❑ (D) Tentatively accepted by City.. . .. .. I.. ❑ II. STORM SEWER: (A) Commenced installation... .. . ... . . . .. . ..... .. p (B) Completed installation.. . . . . .. . . ❑ 1) A,-built field notes filed......... .. ❑ (C) Inspected. . .... . . . . . . . .... 13 / (D) Tentatively Accented by City............... .. ❑ III. CURB: (A) Commenced instal!%tion. ........... ... ...... . . ❑ 1) Bench Marks "#,t.......... .. ... .. .. . .. ❑ 2) Bench Mark Inentionsfiled. .. . . .. .. .. ❑ (B) ComolPted in-tallation...... ................. ❑ ' (C) Inspected....... . . . , . . ... .. .. . ... ... ....... C3(L) Tentatively necentedby City................. ❑ / IV. STREETt (A) Commenced Grading.... .. ............ . . . ... .... ❑ ' 1) Sub-grAcir in"rected.. ... . ..... . ...... (j a) Test data filed.. . ... . . ... . ❑ h) Tentatively accepted by City. ❑ (B) Commenced rocking.... .. . ... . . . .. ... . . .. .. . ❑ i 1) Sub-base inspected.. ........ . . . . . .... ❑ a) Test data filed.. ... . . . . .. .. ❑ b) Tentatively accepted by City. ❑ (C) Commenced Paving . . . . . .. . .. . .............. .. . . ❑ 1) Paving inspected. ......... .. . .. ....... ❑ / a) Te9t data filed. . ..... ...... . p b) Tentatively Accepted by City. ❑ (D) Street tentatively accepted by City. .. . . . . . .. ❑ V. PARKING WTt (A) Commenced grading... . . . . .. . .. .... . .... ..... . . ❑ / 1) Sub-grade in"rected. .. .. .. .. . ... . . .. . ❑ a) Test data filed.. .. .. . . . . . . . . ❑ b) Tentatively accepted by City. ❑ ' ' (B) Commenced Rocking.. ... .. . ... ..... . .. ... .. ... ❑ ' 1) Sub-barge inspected......... .. . ....... ❑ ` A) Test data filed. .. ... ..... ... p L) T9ntativoaly accarted by City. ❑ ' To: Mayor & Cauncil. Auqust 29,, 1966 1, 1 Subject: Pinebrook Subdivision Sanitary District The Pinebrook Subdivision is located approximately x mile South c of the City Limits of Tigard. The subdivision which includes approximately 92 lots is being developed by A. G. A. Builders (Stan Adkins) and is being serviced for sewage by a pack ge. treat- ment plant located on a tributary of Fanno Creek. A, , � i y When the subdivision was platted, the closest city sewer litre was approximately one mile away uphill at S.W. Burnham Avenue and . s Highway 217. To connect to the city sewer system at that time ' would have necessitated a lift station and pressure line. The State Sanitary Authority due to these circumstances entered into a contract with the Pinebrook Sanitary District allowing the construction of the package plant. While I have not seen the agreement, it is my understanding that the tributary of Finno Creek could be used for only 46 units . In the evant additional units were built, construction of a 4" outfall line to Fanno Creek would be required. In .!ay of 1966 the City of Tigard proposed annexation of lands inclurryed in the Tigard Water District of which Pinebrook subdivision was apart. 'At that time the p problem of the Pinebrook Sanitary '+ District was first known to the City of Tigard. Preliminary discussions were held concerning the attainment of a permanent- solution to the 3 sewage treatment problem in that subdivision. A change of events had occurred whereby the city sewage system was now locator] approx- imately ' mile via gravity from the Pinebrook Subdivision, due to 1 the construction of the pressure line and pumping station at Bonita y Road and Fanno Creek. IZ The annexation election failed and the City did not participate for the time being in further discussions concerning this matter. In July 1966, the State Sanitary Authority through the Washington County Building Department issued stop work orders on all construction in Pinebrook Subdivision subject to the ccn.struction of the 4" outfall line to Fanno Creek. At that time the City of Tigard agdinentered into discussions concerning this problem. The developer approached the City relative to obtaining a permanent solution to, the sewage problem of the Pinebrook Sanitary Distr.ict.. It should 'be noted ,E at this point that a package plant is a temporary plant (it comes L r . i �I 1 � tib I a �� k { 94 Pacte 2 To : Mayor & Council August 29, ' L966 ' Subject : Pinebrool: Subdivision Sanitary District r' I out of a package) and the 4" outfall line would permit a temporary solution only. i The Mayor and Council and city staff have met with thejState Sanitary Authority and the developers in an effort to arrive at a more permanent solution. The Mayor and Council on August 8, 1966, i stated that sewage service could be provided to the ar4a ,on contract or through annexation. A contract price for the treatment of the sewage would be quite high due to the fact that the Sanitary District could not be dissolved and that this would necessitate the payment of a sewage connection charge. Thn City Council. suggested annexation prior to sewage service so that the Pinebrook Sanitary ;Distriet N assets could be dissolved. A tenative agreement was reached between the developer, the State Sanitary Authority and Washington County whereby the annexation ,,j would be proposed to the subdivision residents. The developer �. after annexation, would enter into a contract with the -City of Tigard to pay the total cost for the construction of the inter- ceptor line from the Pinebrook Subdivision to thepumping station at Bonita and Fanno Creek. It wasp roposed that a portion of this r cost w-uld be returned to the developer upon future connections . In early August at a meeting of the developer, Washington County, and the State Sanitary Authority, tenative agreement was reached ' for a 90 day grace period in order to allow an attempt at annexation ? and thus a permanent solution to the sewage problem in that area. 3} As the Council will recall, the developer offered a bond to insure at least construction of the 4" outfall line. Tho Stara Sanitary Authority asked the County District Attorney to draw up the necessary �i contract concerning this extension of time. On August 19, 1.966, '4 the developers of the subdivision signed the county drafted document. .� This document was forwarded to the State Sanitary Authority. It should be noted that during this interval of time all building .�? activity in the Pinebrook Subdivision had ceased awaiting the , c-rl completion of the contract. On 'Tuesday, August 23, 1966, the developers of the subdivision were informed that the agreement drafted by Washington County was inadequate and too open-endnd and the Sanitary Authority refused to sign it. In the meantime the Deputy County District Attorney ha4, 1eft for vacation. On Wednesday, August 23, 1966, the developer stated i' _��► � ` t � t To: Mayor & Council Aug us 1966 Page 3 Subject: Pinebrook Subdivision Sanitary District the problem to the City Administrator. on Thursclay, Auqust 25, 1966, the City Administrator talked with the State Sanitary Authority concerning this problem. The State Sanitary Authority at that time stated that the city had entered into the problem and had clouded the issue, throwing up a smoke screen thus Preventing the State Sanitary Authority from following through with their original intention of forcing the construction of a 1" pr.nssure main to Fanno Creek. It appoars evident that the State Sanitary Authority is suffering from the old bureaucratic problem called "red tape" . In its effort to prevent pollution it has allowed itself to become mesmerized in seeking temporary :solutions to the sanitar1► problem. Instead of } forcing or cooperating on the construction of a proposed permanent solution to the Pinebrook problem it has crosen through statements to say the only interest of. the City of Tigard is to effectuate annexation and that the annexation of the Pinebrook Subdivision would be of benefit to the City of Tigard. I feel that the City of. Tigard's interest in this matter hFs been of one of attempting to solve the sewage treatment problems in our area. The solution offered by the State Sanitary Authority is ; temporary. The residents of the Pinebrook Subdivision will in the very near future, if the 4" outfall line is constructed, have to find a more permanent solution on their own. It appears to me that the City of Tigard has shown civic responsibilities towards the alleviation of a potential health problem. The Stats Sanitary Authority in its efforts to assure compliance with its contract is forcing a temporary solution to a :-ajor sanitation problem. A parallel case in Point could be shown where the State Sanitary Authority was negligent in allowing the expansion of the Tigard Sanitary Sewage plant and the construction mile upstream on Fanno Creek of the Metzger Sanitary Treatment plant, { I feel that the City of Tigard has done all that is possible in this matter. Quite a bit of time has been consumed by both the City Administrator and the City Attorney in attempting to work out a contract for the construction of the permanent gravity sewacri line. � I r Mff_�MWFIMVKARLML� To: Mayor and Cooncil August 29, 1966 Pace 4 Slsbject: rinebrook Subdivision Sanitaiv District { ' f At this time I would recommend to the Mayor and Council, that due r' to thi attitude of the State Sanitary Authority, that the city re- frain from participation in the soluti.on of this problem unless j` a firm proposal is offered which encompasses sewer connection, annexation and line construction. i t Sincgrely, t' - � jlll L 6- 'a'i i. '- I�eliert K. Logan ,i I n City Administrator i rl;dh } XU 'M �a h N I, 1 aN, I� II I I 111 I CITY OF TIGARD, OREGON * DEVELOPMENT PR%JECT GENERAL INFORMATION SHEET I. PROJECT No. : II. PROJECT NAME: T11. DRAWING (TITLE) : 'z'„ dated: TV PLAT (TITLE) : dated: V. SITE LOCATION: V1. PRINCIPALS. 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O n 0 l0 U 4 In U w M O w pp U o Q IC7 3 LC) 13 to Q ; In �_3 0 C, r�J o P-0 p o r» tC.vo 1D rti o�"'vw 6'Cal OoU8 0100 no S8 1989uj usi0�NN7 ONS end PU 26 M S I �� H1a0N f, aLAJ - 1918 7771 N O IN Lr w co w 01 M1 N Q �t W u N �cr: M r, d L ch N N C,C ' 4 �'3 1f� ; 1J"f 4 `? ; U ; 0 3 CO ' v o,( iv.n ti 1� �, 0¢..JV 91.7 i I I 1 . DEPRESIzEC CURB �o" DRIVEWAYS 3/4, Q. ~ TOP OF RAVEMENT f •q a v cc V vv G t ///off%T�'/ r,. i-� cu e DETAIL I t s._QYe A P L A N i - i i V-8 1i D 9 Ln , � ��r• e . Q y. d v ..� • �� _5 E T I .ATC H � DES hQA L A N O, •' � 0 r f�i ./ P L4 • • � Lq amayAL b tr t I t`l l' '•k L L'Es B APPROVED t ,., , f i DRAWN dew w SCAAS NOw N - ...U r, i DOTE OCT I V N By I LWECKED CR R a - FlkE �.. �' "on 57 r Al: TAC11M F. N T The conditions and assurances listed below are those which are require] for all Public Law 84-660 projects. You are advised that the project, as planned, will meet the requirements of Section 8 of the Federal Water Pollution Control Act for reimbursement from appropriations which may be made by Congress at some future date provided: 1. That actual construction work will be performed by the lump sum (fixed price) or unit price contract method, that adequate methods of obtaining competitive bidding will be employed prior to awarding the construction contract, and that the award of the contract will be made to the responsible bidder sub- mitting the lowest acceptable bid; 2. That the project will not be advertised or placed on the market for bidding until the final plans and specifications have been approved by the appropriate State Agency and the Federal Water Pollution Control Administration and the applicant has been so notified. 3. That the construction contract will require the contractor to furnish performance and payment bonds, the amount of which shall each be in an amount not less than fifty percent (50%) of the contract price, and to maintain during the life of the contract adequate fire, and extended coverage, workmen's compensation, public liability and property damal;e insurance; 4. That any change or changes in the contract which make any major alter- ation in the work required by the plans and specifications or which raise the i cost of the project above the latest estimatr approved by the Federal Water Pollution Control Administration, will be submitted to the FWPCA for prior approval; 5. That the construction of the project, including the letting of contracts in connection therewith, shall conform to the applicable require- ments of Federal, State,Territorial and local laws and ordinances; 6. Ihat the cunstruction contract will prov-ide that the representatives of the FWPCA and the State will have access to the work wherever it is in preparation or progress and that the contractor will provide proper facilities for such access hnd ir.+pection; 7. That the applicant wil :)rovide and maintain competent and adequate engineering supervision and inspection at the project to insure that the construction conforms with the approved plans and specifications; 8. That adequate accounting and fiscal records shall be maintained to reflect the receipt and expenditure of funds for the purpose of this project and all funds, however provided, for the payment of the cost of the project, shall be credited, promptly upon receipt thereof, in a separate construction account or accounts and these fundi shell be expended only for costs of the project; 2 9. That the declarations, assurances, representations and statements made by the applicant in the application, and all documents, amendments and communications filed with the FWPCA by the applicant in support- of its request for a grant, will be fulfilled; 10. That the applicant will submit to the FWPCA such documents and information as they may require; 11. That construction contracts in excess of $2,000: will prescribe the minimum rates of pay for laborers and mechanics engaged in the construction of the project as determined by the Secretary of Labor pursuant to Section 6(f) of the Federal Water Pollution Control Act, (33 U.S.C. 466e) and in accordance with the Davis-Bacon Act, (40 U.S.C. 276a through a-5) ; shall contain the stipulations and provisions contained in Section 55. 32 of the FWPCA Regulation,, (42 CFR, Part 55, SubNart B) ; and that all construction contracts, regardless of amount, will require the contractor to comply with the Regulations of the Secretary of Labor made pursuant to the Contract Work Hours Standards Act, (40 U.S.C. 327 et seq.) ; the Anti-Kickback Act of JUne 13, 1934, (40 U.S.C. 276c), and any amendments or modifications thereto, to cause appropriate provisions to be inserted in subcontracts to insure compliance therewith by all subcontractors subject thereto, and to be re- sponsible for the submission of statements required of subcontractors there- under, except as the Secretary of Labor may specifically provide for reason- able limitations, variations, tolerances, and exemptions from the requirements thereof; 12. That the applicant will demonstrate i'u the satisfaction of the FWPCA his ability to pay the remaining cost of the project; 13. That the applicant will demonstrate to the satisfaction of the FWPCA that he has or will have a fee simple or such other estate or interest in the site of the project, including necessary easement, and rights-of-way as the FWPCA fit:ds sufficient to assure undisturbed use and possession for the purposes of construction and operation for the estir.,aLed life of the project; and in the case of projects serving more than one municipality, that the participating communities have such intere •LS or rights as the E14PGA finds sufficient to assure their undisturbed utilization of the project for the estimated life of the project; 14. That the applicant agrees to construct the project or cause it to be constru&ed to final completion in accordance with the application. and plans and specifications approved by the FWPCA; 15. That the construction of the works under consider:,tion will result in an operable project. 16. That the applicant will submit all Compliance Reports required by the Office for Equal Opportunity in such form that they will receive its approval; r . 3 ' 17. That upon completion, these facilities will be operated and maintained in accordance with good practice and the applicable state requirements. 18. T}iat no federal contracts other than a contract dealing with a Public Law 660 grant have been or will be executed which will cause federal monies to be used for direct payment of any portion of the eligible costs of this project. This assurance docs not refer to monies provided on a loan or repayment basis or to supplemental grants which are properly authorized under the Economic Development Administration or the Farmers Home Administration programs. a � (C) Commenced Paving. . . . . . . . . . . . . . . . . . . . . . . . . . . . • . d 1.) Pr.vinq inspected. . . . . . . . . . . . . . . . . a) Teat data filed. . . . . . . , . . , , , . , , , 0 b) Tentatively arrPptPd by City. , . . C3 / (D) Parking lot tentatively accepted by City. , . . . G / / VI . SIGN: (A) 'Street name Signa in.4talled. . . . . . . . . . . . . . . . . . . ❑ (B) Traffic signs inata.11Pd. . . . . . . . . . . . . . . . . . . . . . . 0 VII . SIDEWALK: (A) Commenced installation. . . . . . . . . . . . . . . . . . • , . . , 0 (B) Completed installation. . . . . . . . . . . . . . . . . . . . . . . , 0 (C) Inspected. . . . . . . . . . . . . . . . . . (D) Tentatively acr--t.-d by C;_ty. . . . . . . . . . . . • . . . . 0 VIII. STREETLIGHTING: (A) Cammr?ncerl installation. . . . . . . . . . . . . . . . . . . . . . . . � (B) Completed installation. . . . . . . . . . . . . . . . . . . . . . . . 0 (C) Inspected. . . . . . . . . . . . . . . . . . . . . . . . . . . . (n) TPntativPiv accPrted by City. . . . . . . . . . . . . . . . . . 0 ! / 1) Authori -pation letter to Energise filed IX . LANDSCAPE : (A) Commenced in9t^1.1Ation. . . . . . . . . . . . . . . . . . . . . . . . 0 (B) Completed i.rigtal lation. , . .. . . . . . . . . . 0 (C) Inspected. . . . . . . . . . . . . . d i (D) Tentatively acra±ptpd by City. . . . . . . . . . . . . . . . . . X . GENERAL AREA DRAINAGE: (A; Buildi.nq rain drains i_nspectPd . . . . . . . . . . . . . . . . / (A) Culverts i.nnpected. . . . . . . . . . . . . .. . . .. . . . . . . . . . . . 0 (C) Draingge ditche^ inspected. . . . . . . . , 0 i i (D) Tentatively �lccPrtPd by City, . , , . . . . , . , , . , , , , , 0 NOTE : PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF. i) Apprcn,(-d Plan Revisions 2) Approved Specification VnriancPg 3) Change Orders /Extra Work Orders 4) All Corrprpondence/Memo 5) Daily Inspection Sheets a' 1 6NINIED IM1 0 8- • ►NINIED IN n' a-r' CtS022 9 bye N b X 10 NEM k0bK' CB022 2EC110N 10 X 10 NEM AOkSK' loon bVC• bVUEN 100* Nye bV1,F.M KEf1tLEF g E22El4 CO' Illrnc 21VNDVbD hrr:r KEnEtEr 8 E22EN CU I�roE 2LVNDVkSD rrrrr fi I I vl _I i aI-I- ! LU I _ - -r , - 3 C84 �P40FILE _ � y2 8.94 20&94 ,. �-_ _� ` - -•,:_._ �. - z m - - VER I IC AL l,,Yi OIr �...! <i• -' a ;_ a _�_ 1 3, - DITCH - 49 I • r __ - - - - _ r + _ tk 1-2 t 'I _ I _ , PINEBROOK RIVE 11+20.23 V T- ' L _ - _ + H-+- __- - 77 _' I -f - EXISTING 3ROUND 1- - -y - -1 _•. r r h - -�- - ow -r - -r I I =4 _ -- 2 ° - - � f 7, - , co 00 1 . t 1 _ - -- - = =� - -�=-- - - ' - :_J_.. aT-14#1 - • j _ - - - 0 5 + CL 1.- I _ DRIV -+ I -r7--,-r--1 -r- I _ •-- '_ _ ; � -,--- - � - - __�--r�'- -i ,•--may C 0- - t i j 1-4- I I F _. fr 1 - __._I I I T -I - ' I 1 PLAN Scale I"= 50' I 8=90°00' R=29.00 =50°00' L=45.55 R=29.00 6=90°00' A=90°C O' = Q 61 52 51 L=45.55 R=29.00 R 29.00 1�0 L=45.55 42 41 40 l9 L=45.55 ro 0 23 22 1 , 7o f+70.00 ti - ti ro + I 6=90°00' D=90°00 M TO r. _ _ - 'T0 0+45.00 ti - '� 1+72.30"' R=29.00 + + 1 u) 1 - r' R=29.00 cc �I I� - -- - -1 o L=45.55 r - 0+45.00 M - I_ + i L=45.55 (� I ti = \ I,,, D�+p N Ceti °a' m 11 3 ~ - �_�_�_ EAST _ 250.00-- - Ir, Q I + -� EAST 500.00 o cn 1+25.00 (D ,n 0+00- - _n n/�/�n n//_ _ _ _ _ I EAST _ 250.00_ T 00 S 4V �/S/T�[l/1 12 RCC 1+2730 _- - F 0+00 cn 11 - �=90°00 • r R _ I =29.00 I c II 4=90°00' 1 �=90 0+80.00 L"45.55 R=29.00 1 i R=29.00 r 4:23034'40" L=45.55 ,�'--- _ _ j L=45_55 _. _ R_200.00 12 RCC + 0+8230 ? L=82.30 O 3.0' FROM PROPERT Y LINE 63 64 65 66 67 68 69 70 71 72 93 0 73 74 75 0+00 l 0+00 ' -_- ---- 3 21-0 6 'I _ 6' 16 II Olt I It 611 _ _ 16 -0 s" Exposure Slope D022 /ft. 2" A. C. Pvim t class B (modified ) mix Ji _ STREET DEVELOPMENT PLAN Excavation limit---- \ 'i:t . _ . . • . -, .. . '� v �. .Q•, • o p O. O O e ..•0 D`' D d ° •e:- e✓'e O ° e D •O o e C Ce 0 ° / a ,t C D �e e0 s e 0 a e 0 D o O s O n p e O e Doe o� • eoeo v o= g ' �, .. •. . .. �[� -I •. / ,;. ,,, • s � e � e , o e � e � _ S. W. PINE 8 R 00 K DRIVE II 11 11 9" Subgrade 611 compacted depth,Rock base -0 ) zII Leveling course PINEBROOK TERRACE hlll, m mohr & Awx m im O PRpfF TYPICAL R CIVIL ENGIKEEI•s 21N�f,� �o I STREET ET SECTION w 222 It ' Scale: 1 = 3.0PETERSON BUILDING HILLSBORO, OREGON SCALE: III= 501 JOB NO. 401123 '�'E►�4r �, 19�� SHEET 3 OF 12 JULY 19,64 bt,��II�II11'fll'I'I'I'�'1'ITOYIIIIIII�I(I111 1'lllll�.l� I,t ' rl'ItIITi n irf I I�IIIITi i1�i�lirlt�1�1�1�1i1I111I111�111 11111111111111111111 (111111IIIIIIl11111Ifl1ll' ' �. 8 I I IIO I I NOTE: I.F THIS MICROFILMED 2 3 4 5 7 9 9 12 � - DRAWING IS LESS CLEAR THAN - THIS NOTICF;--IT 15 DUE TO QUALITY OF THE ORIGINAL j DRAWING. OC 62 92 L2 9Z r,LP 2 C2 a Iz 0z 61 81 LI 91 Gil t.l CI 21 11 0'-1 ,--•.d'•.-_,-- 9 L 9 s r b 1. E I•. z .II.�.•-��" ,.- ' �111111111111111111111I11nu11111111111111�1Illlll111t111111111Uu1un1uu11n�1�n111t111111f�11111H111i11111111�11!1111111111111111 1�IlIII!ttl�fM1I1111�I1t111111�IIIlII1111fIf1�N111161�I1111111111111111�IIIIIIIII�IWIHf1l11U�UUl�IlIW1llillllllU�111N1W111N JULY 2 199 tr- . bY1N1CD iw n 1' v' CbU22 2EC11014 10 X 10 hmwuD iw n a v 1000 eve bvbvw NEM AOFK' C8022 2EC11041 10 X 10 lYtDE 21Vl1DVkSD mvwx KEnbi:EF 9 E.22EH CO' 1009 uvc I,vbUll NEM AutC 1wDE 21VNDVbD wrY KEnLLEf 9' E22EO CO' I J_,._E- �. { J p C - R 0 i , ,- �,- �4` , SCALE H R170NTAL I' = 50' r .i is I a? VERTICAL I - 10' d I"= _.__• - I I 0of Lruj4., H-1-414 ,. cr 1- -� ui m w a _ _r�.�-� --'r-I- - I _ I"� cr _. I. CL _ _ - 1' - - -- - - - - - - - -PE 1IIZI-L I -- I t 1 -r-�- r! f` ` -1-!t- -a- - + 4-• , I- d _f- y_ 0 i -' -I 1- 77 1 - - -EX TING GROU D _ 0 300 '- rl---i i- �- --- - --I -, ._�.,, - • • , � Vii- -t - ..-1-• - - '--' --I i-�� _ _ .- -.- -a. to - E TING G R 0 I -� -- - -�- _ ' X S N ITpill -I -_ 0r _._. FINISH D GRADE t '4- y .,. _, I-... -. � I • � - ._ .. ,_' � I -- ' --,_-.;__l- �-•� - - - '1"1"_.1 I— _ —I�! ..- - -- � — ' �._I. '_ _ �OL. � � - I_ '.. -�-' _ _. � _. , �_1 _ I 1- _ - -- - - - Ft HE GR - - -- _ -tT11 2QQV.C. � O N �..._ ._,_ .. _._a_,..�. I __.._ _.:_..- r-I_..___I ,..� _ _ ., � �- •r -'- -- u - - 1 - N + __ - - �._t .. -L_.__ I _ r _ _ I _ N S D - M.O. - 0.4 3 .n - - I _ ; I �-�- - L.�. -rl- -- -1-. - - 1- - 111--- ' I -17 _:_-I._ - �I , I -r_l_I- .,a._ .I ._ -1- -ti•_ __ -' h._I.._ _ •, ._ _ _ -I_. - I r , - ' 1-'1 '._ r _ - -r �r i r-i y T I L _ I _�._1 t- _ +- -1 - - - _ j - 1 71 ** -I_ _ - - _ - - I _I - I !- » _ +- _ I-_i� ►_� S. _4- - nth . r 11fE, .4- 7 - - - 1" _. . _ I I-- - I I 1 � 1 ' I , 1 I._ J I •- -' - - - .a.- - 1-_.., _I•-' -._._;_.. - - I-`1 --i •�_ .I_._.'-- - --t - -'-_I_' I•" .a_ r .I , - - f _14- --- __f _ I . 4+1 - , 7 I I - _ , I , ' ,� rr� •► i , I I _ 7. 7_-PLAN SCALE I"= 50' NORTH w z w J J w Z (�. � f- W O a a ► O w o 1 cr O O a 6-� 6P 6/ 60 59 a a o Q a Z ,tw, 58 57 c a 72 38 37 ,76 O 28 J w' v F- O 11+40.73 - m 0 � O _ 13 w v � =2'O4l 44 "'r -- - - 0 Q1�_ _ � _ 0+45.00 O a �; h 0 Lj v D1600 cool I Col � ° wa n 0 �" 8. ?9 01 1 +t � I o o i + 1j) a a 0 v m w a w 8 z _ It� — m � __ w C7 cV _ cD + �O In �V O 0 12500 - + N rh v N m --�-. - NORTH 318.61 -_p+0 est 125.(10 + - - H— }^_� NORTH_ F 443.61 - `n co - - - -' T-1 � 0 0 18+45.73 - --T _--}__ — o I Z - N w - AVENUf N N lV - N {O ` I -- - 1 J 1 of � 1 05^3G' I I OooL__ Q _ _ J &--?b % 184 1j0 L- - 10+5073 o I8+00.73 o R�_8309 p o a O 0 73 2 3 64 � 52 53 54 55 5 6 24 25 26 27 ICIZI Z m Ig 1 3 _ , 1 NORTH � ,1 STREET DEVELOPMENT PLAN 23°3p04 0 D= 0 Ft. 20 x'82.3 72 S.W. 92nd AVE. a S.W. 89th AVE. Ch'N 11 4 gj72 PINEBROOK TERRACE PROf�, CIVIL I w a I w 2 x A s 22 PETERSON BUILDING HILL'9BORO, OREGON SCALE: I"=50' JOB N0. 401123 �.,„, , r 1 adEBkul�ri I•�r.RA��; � � 4 OF 1 JULY 1964 A• +: SHEET 4 OF I� • • - � �_ '� � _, _ ��,� Iil,�i i Il1'�1�11 ,1F��jl `�jl�j�lj �'1ji�i�11i� .ill t .�I III III Ij 111 II III Ili ill r� li Ili 111 rl1 Ill 111 ,11 111 111 ll� 111 11i 111 11 111 111 i1, 111 ��, 111 • , �, � - •- - . • _ �� a �r l I t I I I I Itrllll III � IIIJ � IIIIIIIIII � III � � , NOTE: IF THIS MICROFILMED -” 2 3 4 5 6 7 8 9 110 1 1 12 1 DRAWING IS LESS CLEAR THAN 1 THIS NOTIC-v-1T IS DUE 1T) THF QUALITY OF THE ORIGINAL DRAWING. ---- OE 62 92 LZ 92 SZ ►2 EZ 22 12 02 61 91 L I 911 2l b 1 El Z I I I 01 6 O 1 9 a -►I EI-•. 2 1I.�.••��" �rl,IIIIII�IIIlulllllnluulu)11tt11111��1ulu,ul111,1111111i�i1uF11i11�1i1ii!„i111I�111,1111,IFI,1ul►IIIIIIu111�1Inu111,111,1,�,11i1 fill IIit11uII�11nIn111uuhul�n1111ulluuhullljl�,�U111111,11111111111u1,11u111w1HN1i111uuli�ulllll�Iul;luln�IllltllnH i-71, JULY 2 1992 .0-- 71N , 1_ "imicu Ir n s' v NEM AOkSK' CkS022 2EC110h 10 X 10 KEnEEEf 9' E22EV CO' 1000 UVO b+eEu ;�F.M AOkSK' �Y+D[ 21V'VIDVbD +rr KEn LLEf 17PREb CO' U rte' W W Q t0 rn - I_ at I - - - r 1 +� E XISI ING GROUN 4 - _ , I a•_,�ri EXISTING GROUND I rt I -� S W. 8th. rr� - V . FINJSHED GRADE _,... ' a _ FINIS U)EO GRADE I ..i� - - -- - ' W v► S.% 9 t Ott. AVE. - - ui _j 'I. I ao ` W M _ I - h f 1 tO Z to I _. .. _ ._ Ute, I _L. I 0 - r -- I EXISTING GROUND 21 40RTH �► - - _`I-- '-{--�7- 1jI 21 OUTH _ _ - r z"'x�$ __ - _ - - P R r t I I 1 �� _, -- sc b=u' Ili � iER 1 _�- 5- except : I�0 an SW tst: AVS:--I -�•- - Y - _ _ - i 7- It1 - - _ - r HED G D N I i-1--1- -I I So - - -If 1 GRGUN I .�. r I 1w.: EXISTaING:_ _ _•_ ! .: - -I _-�• __. _ . r,l- RA' E k... L , y• F I � --•I - � - --E - _.i_. : • �,: A E. i=�,- ate_. FINI SHE _ i ;'-! -Ij--.r___ ' _ RAGE I _C._... 1 "-I - - I 1, S.W. PINE6 ®OK T. LC ol • r �. - I - I f. A. -0 47 46 3/ A 30 1 29 29 8:20000,900 /7 7 6 - 38020' _ O -45.55 R= 29.0 iv �-0 o R L= i 9.40 -� 0 0 o I A:45°52 a= 45°52 . , , 1D 4=45c"52 A=45°52 A`45°52' C: 45°52' O a s =+ or-- J 4490.91 L= 32.82 L-32.82 N - - vl Q L=32.82' L= 32.82' L= 3282 L=3." 82 ' ec � N - - A=36°20' AC) G J �a of L: 3?. 82' -48 4 45 � N W a o /9 4 /6 8 4 5 + • 5 3 c� - r- 0+4+45.91 ' ° 5 3 ° A=45152' 5 3 A: 47054' T L= 34,28 • A:67°42' -^- - o A=67 42 �= 67 42 L =32.82 ^� L=48 45' L-61 °42 O1 /� SG✓,�� `�a �/ I L=48,43' L = 48 . 45' �= 48 45' ul / 2+93.61 n, n + r 2 4'93.61 ! 4� A=45°52' R'41' N A=76°22' 0" I 6 2 32 L= 32.82 IR= 36.57' 1 6 2 �" y00 ° A= 26026' 7 1 A=26°26' r I L:48.74' L-- - A=32°40' 2 I AL= 25.21' L= IA.92' 6=90000' 4{00.91 A=26°26' 7 I A=26°26' L=18.92 L =23.38 , 8-.45.55 L=18.92 / � \ L=18.92 9 R=29 0' 0 49 2- - 25-+»+-25 2 9� 44 A=45°52' �, A \ I 36 20 L-- - -� 15 \x�6 L :37.15 4 : _ ��o 4) I 2+39.98 A: 50° 16+ IG k ? 0 L= 32.82 O� \ I I A= 50° 2 6 165 A=50°� R: ?9 0' ' L::25.' I ' L = 25'.31' - \ X11 R = 29.0 I R=29.0 1 A=45°52' 35 L= 25.31 ' L =25.31 L - 32.82' � 6=48055' 30' � _ R:100.00 33 L=85.39 - 5 34 Ch=S650 2'15'W �� /O - 82. 2 2 50 1 43 2/ 14 Ok A<Qc 9� \ �\ 51 16--"16 `- 25 25 '¢2 16+•16 /Z v � 22 25 ++25 /1F ` � r ��J � , STREET DEVELOPMENT PLAN M 0+4500 "' _ I S.W. 91st. AVE . S.W. PINEBROOK CT. ti ti 0+4 .00 1 1 - - -- � _ r b`- S.W. 88th. AVE. 81 S.W. 87th. AVE. PLAN SCALE I "=5o' �i I PINEBROOK TERRACE r h M ul D 0+00 In �+ `� PRpf --- - --+_------- - -- _.-._ - o+oo SH P/NEE�ROOK r OR/!iE ----}- - ------•-�•---.___ _-.._ ;. -_ b. Cl. IY10�lI SW P/NEgR00K CIVIL ZN0INZ918 PETERSON BUILDING HILLSBORO, OREGLN C. SCALE: I"= 50 JOB NO. 401123 r SHEET 5 OF' 12 JULY, 1964 t •. '•'_ • � • '•!�".>t .lt .y,ti .. yt` 1 ., _ .-. yi+..dap�gt�.b1�' '1�'mM,i"s n-f ,i•.X11'.'r . iM+NM+8altle.HGtlMXM#MlsltaMMlrL4NtiM++Mf:.lr .. !I+J". ..n�. ar+ Y ��Ii11f1'� I'11'I'1 :I�j1��1 �' fi11 ( fC111�11tI1j 111111) 1111111I111Ir�1I111111111111111`11111111111111111111111'11111�1P1111f11I1111111I11111'111111loll NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 A 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOT1CFti IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. _- ---- ---- __. _ of 62 82 L? 9z S2 02 CZ zl 12 02 61 91 L1 91 SLI t,I C1 21 11 01 '6 9 l 9 IS.--•r�.b IE.'- �e11IlIIIlnn1u111nu1nuln1llnulu11�111111111I1111lkulluululklk111111u11�uIni111n111111IuuI1u1I1111111i1I1111111uI11111u11Iu11111u1h1111u11I1111rn1111011101011j1inIu1111n1hnIjlY�ll�u�llullulllnul1111II111IIWllEIWIUlIIl11�1111W1lIlIIIIlI11IlIf1IlWIIIN , JULY � 1992 rYlwlCo IN n . W,MLLU IN n' 7 v CIS022 2ECUOVI 10 X 10 HEM AObK' HEn1 AOtiK' d. goo;! Yve bvbktl CbU22 2EClI0N IU X 10 , iwrot 21VNDVHD wtrr KvLEEr 8 E22E•1! CO' 1??!VNDVNDvP dMrrr I KE(1tLEf g Ec2Elf CO' * . M.H. 6 ( See • s eet 7 ) o/o, I 178.66 TOP E.L.208 .00 �/o`� LATERAL A - - - - - r ' r Q� m � r � MH"A�� 1T�.2 LE. 203.15- / �/� - ` _.MILL E.203.05 _ s� i PR I 180.00 0. 0 M --- _ _ ~ --------- j o-----_ _ Q�- E H O R I Z NATAL I"- 171,65 0"C, lI SCA I S. 2ss�p' w co / I c�+ V E F�T I - -_-- --- ---- -- 170.75 G, 0 ' O- ILLI 0 50 � r 150 180 + + CS 480. � _ , ,` #I�-� / ; I N p . / 0i r o r � Q ' _ t4 yc 0 O190 ►= LL) QD -- -- - E. 191.05 -- - -- _..-_ ~ '-�-- -- •�-- ----- --- �.- - C1_- --- - n'�m co m - T If O.E. 190,95 Geo c� ,t �_ i� v o I 200.0,` -� w co p 0.G vO -PO.f-Ze E' a pOp t I I 336 I o t a -- - -- C SP I+3.0.0 �, I t-,� 2/ �/ a/ I ti'V 9� w CL to M.H 1 1+49.05 0 -It / f 183.10 I 1 184.23QoicO.E. 184.13 �� N w ` -`'LATER L No,2 jLE, ell Nn 1P `c,0 S S --f s � .. , `� �' 7 I I 1+49.05 M H. I of --- } I v 1l3 .10 I I ..0. .P• LE.I177.44 / �, cw ,' �• I I + - a r 0.0 60 I I LE 177.42 S6•�0_ ao f � � I nv.� I - �_ � � I i-��--" 190 -- -- - - 1--__ - ' .r. s - ~ --- I _ c �� LATER L-No.I i s,P' �a_Qr _1157000150 I I I , s E. S.W. PiIN�BR'O OK DR VE ARA. ° - R Class 1.E. 172.50 � �••� �$ 0 i� „ 1500 1.E. 172 05D 172.40 LE. i71.75 �� 8, � C.S. O.E. 172. 0 1 T �L- CO No.l :70 -- - - r -_- - --2 _. - ! - -- --- -�- ----• i€. IST 6 \10 G S.P All atner 1 e -- P P C.S.F. . ` 192.00 G .0.0050 ' ! 4 j I I L'E 1173.46 1.E. 172.50 1 0.£.172.40 I tic K 0- 6 G� A, ,� PSL N LE I"= 50 ' 42°28' 15 /o ��p �I R= 225.00 �6, L:166.77 r,41 :� j �,. ��1''►�Q� ytit a0. '�3p\ 1' 2$0 0' m/ �r ' Q0 (, 5 S7 ` ti• �A 4,c 61, >Lp A:23°3440" ::LEANOUT Na I R-200.00 ` /�o° Of4s n r L=82.30 t�.0 00 � q"GV?4 0+41'25 / I a" Q' cy i N '� �'" '�' ► 1 0� X1.66 �r- I� Q i .%T S,p<<P �,o I o c Ir LO .� 4"T E E �'O PINEBROOK SANITARY DISTRICT jI �� , �a PINEBROOK TERRACE= S. W PINEBROOK DR!VE ' 6"x 6'CR O6 MJ PLU MAIN S cS� D PR a:36.006' �' / b. a xuohr & 11880Ct.11IT3d �aE / R=225.00 R:225.00 �� ems•►. M6IR � 0 ^ IVIL zN01N $ Sas td 2223 o L:2500 L= 141.77 403, ✓ Q' aV PETERSON BUILDING HILLFBORO, OREGON SCALEAS SHOWN JOB NO. 401123 Ay71 �� p� -_ - -- ERT A• �' , CLEANOUT Naz ,`� SHEET 6 OF 12 JULY 1964 i BO AT PROP. .INE II'I1t�I111I1�11t11�11r�II�IIt1 F1t��ll�il+ Iiit 111II�IIIII�r�I h 11 II 1 111 111111 iI111III 111,111IIIIIfII1111�1111111I111 IIII111I1111r11 111I111Ir1111I� f11�r11I111I11111111111IIlIIIII �� 1. �. - f NOTE: I F TH IS M ICROF I LME D I 2 3 4 5 6 7 8 9 10 - I I 12 I DRAWING IS LESS CLEAR THAN THIS NOTIGIii• 1T IS DUE TO THE QUALITY OF THE ORIC•INAL DRAW ING. OE 62 92 Z2 92 SZ t►2 EZ 22 12 OZ SI 131 LI 91 SI t'I EI 21 II 01 • 9 L- 9 S b E Z 1"•""' ntlil►1111nI1u111u11uuIn1111u11u1r�lutuul�ultllw�uul��ulu►�1��1��ulnulnnllul�utt11u1�lutlu�llnultut�ultllurl�lulu IIIInIl�rmhnl�tutltlu�t7tlltnt�ltttllttt�lltiM�uabullnabt�Itt�Ijlu�Iftl�tlttLtu�ltll�ulttultut�uuhu+ JULY 2 1992 �.-.. - ,.._ _..._. � T - s•... A-__�iaBi .:.'^37Re6 .._ ►Y.N1LY IN A a'0 ' ►Yiptu IM n a N10." htC r b02E ' bv(' N N►iY 10 x 10 HEM AOt3K• CHOa2 2EC110M 10 x 10 NEM Ap�fK' lYrDf i:IVHDVIld IrrYY KEI11:kEr I 122E'H CO- 1000 Yto G"LW 11119a own KQ11kEET ti E23Ek! CO' _. PROFILE _ - . SCALE HORIZONTAL 1'1250' ' :. - --'-•- __- __-- ------- - - ----_ _ a _ ' VERTICA L 111 I w Uj CAJ __ _ 1 r n. � Z O 0m WE ( w W� o z cj .73in + z N z u� oo rin i I. o I--; 1 N 1 N I II I I d I - ------- C. -- --- - t-- - - -_ jag �J CL �i ' I 1 p I W~ I 0.30% I 1 I =I M =1 o I I ( f ZINS --- __ Q I a o } ' —8 Stub Out 2. I'• 0. 05- a+ - 5 I u u - -- — _ I.E. 2 0.68 ____+ P Class 100 N E. 238.93 , 8 C.S.P — Close 100 I 0. .238.83 IN f I.E. 236. 5 1.1, 236.95 I r 00232 O.E. 236.85 I `'I I a ! 'S�8 ¢, ,600 6,., V_ Class 1k m i i i i I 1 Sfub Out 1 0.E.203.0 5 I.E 203.16 • S.W. 2 nd A E, LATERAL $.WI 89th AVE. L T E � 1 1 > , t ` + 1 di rt) PLAN SCALE 5011 NORTH I - — w W k• J Z Z , J - H w � a_ w o a w In a 0p a_ oo 0 r a_ + a w a 63 "� 6? 6/ 60 59 58 57 ►- a_ o ' 72 O 38 37 36 � O ►- �' in Q a 2 8 W ��,5, .�`�' ' =�� i �C 9�L �tdp� w f m M 11440.73 a+ 41 p+45.00 01 yr�hi cc BrjpP 1� 1 w O w ? Nr-- - - -I t� l�,D� Ip,S� 01 - o w a s ✓ ' -� MI I � r z 7� { / - ! �� 4 0: 0 o +o G•a Def 610 7,ee P '�•Q �' al _ z 0 °° `'' 811 Stub_0ut N S + 3 o 0 81 C,S.!- 60' M. A N 811 C. 375.01 v In M.H. 10 m(5 w ` f + IM.H. C 1 e5 O +95 7; N 8 C. .P. MI'M 318.611 11 M.H. 13 ;Lo 18+45.73 � � O S 8 Stub Out lea/ 2,2 81 Stub Out o ` I ",r�o-,7j or�' , _ �� , �o p ' 1--- ?IsD k'P 4, �, C7eC, 4, 5aoL-- - _ 1 I. J I a 18+00.73 I ,1'� 64 Ik 52 53 54 55 5 6 \ 73 I 23 24 25 26 27 d i I A/OlRTfH \ 1 PINEBROOK SANITARY DISTRICT `+ PINEBROOK TERRACE S.W. 92nd AVE. 81 S.W. 89th AVE. 1 4 KATE RAL h. a mohr �seoc�u�a ��. a1N CIVIL BNGININA8 PETERSON BUILDING HILLS80RO, O'AEGON TERRACE SCALE AS SHOWN JOB N0. 401123 , MOS SHEET 8 OF 12 JULY 1964 I ' 1 1 1 1 1 1 I I 1 1 I I I 1 I 1 1 1 1 1 1 1 1 I _ . 1`'111111 I111'1111�111 1/1`I�II J�III i1�1'1111I1j II 1� 1 111 ` 11 II1 f11 II 111 1111 111 T �) 111 III 111111 11111`1 III II111111I1111111�i 11r III 111 III III 111 11111 1 - � ' �, 2 3 4 5 8 7 8 9 10 11 12 NOTE: IF THIS MICROFILMED ...� DRAWING IS LESS CLEAR THAN THIS NOT 106-r-lT IS DUE TO QUALITY OF THE ORIGINAL " DRAWING. - ___ ------ OE 62 92 LZ 92 S2 ►Z E2 Zz la 02 611 81 LI 91 LI ►1 EI 91 11 01 9 L 9 S ► E t 10/1"' �•-' ' ��ll�lllllllll�lllllllll�llllll111�11111111�11111lU�IIHIIIIIIIINIIIIIIIIgI11t�I�UI1111�I11111111�tdI111Ih1111NII1111M1NI IIIHfI1ft1111tt�11illlltllllltlllllll luuluulunlnullu111W�W�I111�1111IU1l�llU�l1UIgH�11W111H JULY 2 1992 - NEM A0b K' c^^,rrrit n a CHU� ?ECl(ON 10 X 10 i KEfltkEf B Ec2f N CO' ir.nco kVbLy?vwuvbD Marr KEnL EI f OEM ^E CIS22Eb CO' I M1tr � j + I Y W tD W N O 1—V1M I— 0 I 2 rn M 2 U i a ww t r f.1 co O O J C) u, W N Qi �f1r- i w 00 - - ---- --- — -- -- J - _ _ 0 CL '� ----1--- -- --- I.E.238.00 2 93.61 - G LAO--o-I 50 .� 2 I f n 4�,0 N I 8 W P..Closs 15 C.S.P. �- CIOSS 1500 I -- - _� -, O.E. 225.67 " I 1 I w v I.E. 1225.57 W mI i I i w m I F- I I w i S . es h AVE. LAT. ioi .J' J OD \ O -.lwN I �o I �. \� _j a I I mi w + 91 at UF - I INTr. - _ -- � � — -1S-.W:-P I --L --- - co a---- ' Li � �.� I T. 3 2 oo/ a 10 -PROFILE. X83.47_ SCALE HORIZONTAL III= 50 „ 0240 ' I E. 182.22 0. - -2-20- i-I.E-2f2 0.E4 - -_ - __ --- --i �--. -- -- _ - -- -. VERT-ICA I Is 8 - 2 I _ wcept - _�83 1540 a0 f w I 0, G� t7 I a I 1.E. 177.42 O.E. 17.32 o -----7---- - I - - I- - - -- - I - -- - __-- -- ••�S�_ 39 ~ -1 }- c - - -- ----- - ---�-� /50 i S.W. AVE. LAT. � 0 BthAV ' d — I.E. 210.68 0 E. 21 58 — - - — fl— - -- — ` —.—_c� — -- —: — _ k 0 1 c w � x� � � • 0 Q o�-ID PLAN -SCALE III= 50' �. `� u5r ' 4+90 91 G' f t (D BO ��0' 1 BO c 4B 5 4 3 .� �` I�, S.P 2 5.0M.H. 13 C) I /9 q 16 8 5 _ T + 4+455�1 � 3 ,. 5 r P'k R' �; • 3 1 M.H. II ., / /�.� 6"x 4' TEE 3% S i In M.H. 14 l 0 6 2 '4�•S prep f�•ba t.% _ r • 4"CI 4 GV I � � 1.I! - x�h / I 4- I I /2 IS •. .n�D,rttl° 15 D a C -- -- — --� -- �� 14+0 91 7 1 i ..: ,5 \ ti 49 L- - +39.98 I \ 1 36 ` 2 `�_ \� 9 7'v t P \6�• c 1 , 2+39.9835 /5 ¢ 1 1 J It s h \ ►pe 0 CAk q,p \ p4 GV \ I So�e. I 50 ` 2/ " 14 a\/66 1S J � 0 0AA I 1 I - 4 � // � M.H. 3a prop U I \ \ 5/ i PINEBROOK SANITARY DISTRICT 12 /3 \ ��J \ PINEBROOK TERRACE 4„GV 0 \ LATERALS 0+4 Q0 \ d' GV fir_ S.W. 91st AVE. S.W. PINEBROOK CT. °°' 1 S.W.88th AVE. S.W 87th AVE. °'�0 __," _ �. _-- - -- _ _.__ _-- -— - M.H. 5 co +oo m _ I _ / ' �. d mohr �' ASSOCIATES ED PA�� SAV P/NEBRODK DR wE I ---}-- ._ �.. _�...._. N S l-✓ P/NEBROOK C M L 3 N 0 I N 9 1 R 8 t723N I r� PETERSON BU!LDING HILLSBORO,OREGON SCALE*-AS SHOWN JOB NO. 4011?3 y�ipBf SHEET 9 OF 12 JULY 1964 a _ ltfj �j1�1�1 I'll{Ifi II1r j1 1�I�j�` Ij I'{�'i fi11'f[ 1�1� I rlll ill IIi II' III 11 III 111 III rel III II( 111 III III 111 111 111 III 111 111 111 111 SII 111 111 i11 111 111 111 -.^�-- _ ! i _. �.. �. � •' � � � � � 1 � � VIII � � � II � 11 � I � IiI � � I � � il � i 1� � , NOTE: IF THIS MICROFILMED I 2 3 4 5 8 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN ---__ ` 'HIS NOTIC1ic--'T IS DUE TO A QUALITY OF THE ORIGINAL OE 87, BZ LZ 9? SZ Irl EZ ZZ IZ OZ 61 el t1 91 S4I bl EI ZI II 01 6 9) L 9 S Ir E - - ,11II1u11nu11u111ul�flnl►►nlnululy�iululU�lluluul1u1h11i1m�1n,rlMuluullnllu19�f1111119�II111U}Ilnullnl�uu{I�NaIlljil+�,in11111Itn11fttf'1ffNltlitltlltlfflf`IIIIIIt11�11u1111�11I11111nI1I11�IIuhlU�fll,luul�lull!lllllu�llUl11f111W1u11 C JUICY 2 1992 � B ' i4 : 2 le Ir 4��/ Standard Grate 16% 32° � Angle Iron - - 3/8% 2" 'ran Bar 2" o.c AT 0 I - Notch Lid for Lifting Hook 12 O O i i ; O p So O I ; SI II I I B Standard manhole step , -PLAN OF TOP PLAN OF TOP 3300 Ib compressive -- -' / strength concrete. Cover and Frame to be machined tom V _ a true bearing all around _�_� �1 �_�� - — �a• --- Mortar Ov '- .A;;; I Joints to be grouted inside and de. Inside to be smooth W C� 2' + 311 D F °D = 4" Conc. Tile weep Q - -- llnv. at Sub- drain - _J :'�• �r--- --__—_ ---_.. a 6 l 1, grade Elev.) _ .6,1', 6"': I?' "� _ ': ;'•.'::•, All joints of precast manholes � 3/4 D.------ to .to be watertight. —-(D Y r ----- - — 4 2 n --}---�. 1II Ir--- I'-10 D F M SECTION A-A SECTION B-B -----_ - II" D _--� i �c--- 2 -0 1/21' D ----►� --� I }t-- --- 2'- 7" D —......---- I STANDARD CATCH BASIN � -- ----=-- Cast in place base with SECTION formed channel 1 SECTION ' 6 PRECAST MANN -----i--'-- QLE MANHOLE FRAME a COVER oc, (r 0 oPQ��`o Od�' N N CIO O � A X � `LISECTION A-A A V M 00 LO # _ 1 I Trowel to this line --/ A I - --- 3' Letdown - -- 8 .Q3 8 .01 ----- _ — ---- -___ -- - -- , - -- =-- ` Letdown -_ -- - -- -------16.0' Driveway r DRIVEWAYAND LETDOWN , DETAILS AND APPURTENANCE- S PINEBROOK TERRACE h. a. mohr & ASSOCIATES ��LD PROfF CIVIL ENGINEERS c�c� �tI1G111116 oy W 2223 PETERSON BU;L: !NG HILL.SBORO, OREGON Olt / SCALE: AS SHOWN JOB NO. 401123 y ��Y 79 191"��Q - SHEET 10 OF 12 JULY, 1964 �• Mahn 'i' tI111 '11111t1'l'I'I�I1� lt lfilll r 1'11 Iltl 1t11 4 rill 11 FIIjt�11f111 1111,111,111111111111 r1��111111(1111111111111t1t111tIt1tltllltltlt1tl11t i111f11111111IIJill 111111it1t•t NOTE: IF THIS M ICROF I LMF-D !�"-: I ` 2 4 5 6 7 S ® 10 1 ) I } DRAWING IS LESS CLEAR THAN THIS NOTICE-t"IT 15 DUE TO QUALITY OF THE ORIGINAL RAW I NG. _— r 6E 6Z 92 LZ 9Z SZ 02 EZ ZZ IZ OZ 61 01 LI 91 Of 1P f.1 Z I I OI 6 9 L 9 S 10 ' E Z I e11•r• r111�1itIfII11Ili 11IIII I111IIIUI1111III11111111111tN111111it,1611111111H111N11N1u11t111fill ho111111kin M441011111W801I11►►�ftNl?M+ItIIIIlt�lttlult�tlNlu�i� N�11i11u11111n111111utlllllll�lWull�Ilulllll�U�Itu11111UWhlIN JULY 2 1992 77717 • i ... ........ - -- --- -- -- \ Notch Lid for Li fling OcA 41 0 1 O 0 / I Standard manhole stop O O r PLAN OF TOP ` ` ' ;` 0 ------ ' I Cover and Fromm to be machined to a true bearing all around. PLAN O F TCP Mortar I Joints to to be grouted inside and outside. P L A N -- I Inside to be smooth. I .- - 2' - 3"D 1. • 2- I D _--�--j All pints of precast manholes -- - 2' - 0 411 D to be watertight. LiD I -10 D — l -- I N �-- ---- + j-.----- -- I' - 1111 D ' S ECTION Cast in place base with formed channels. T MANHOLE FRAME & COWER PRECAST MANHOLE D i \ 1/8 bend 611, 4" e •v. I p � l a ^ ao 1 j • - -�----O-— - t -- — Il`Y--- — -. 1/8 bend Bockfi II 95% Com action l Backfill S 6/,o i See Specifications for Tamp all backfill to here' y p �t . Com ction o � j maximum allowable S E C T I 0 N A - Q Conc.or arc.tee \ pa ) 95 /o Compaction. - • ,� �• � � = trench width. • Class 4 Concrete or A', ` crushed rock support ,�-Class 4 Concrete or 6., r t crushed rock support. v 1 ` ii'�^q Irl \\Y. A A DEEP TRENCH SHALLOW TRENCH Shape bottom of trench by /I hand. Hand dig bell holes. WYE or TEE CONNECTION DETAILS 9o° -` 1* 2'-0" SQ. -� Atlas Fdry. monument case and cover. �" o A Pavement � PattemnV-2890.0mit lettering on cover. STANDARD BEDDING TRENCH Rough Join --► ,. -} -� --- -- 1 t; Clasaj6 Cone/ ' 6"Cone. or A.C. Pipe �,I - __ Undirstubed Ground PINEBROOK SANITARY DISTRICT - Clean-out bid includes all material MANHOLES & MISCELLANEOUS'-, DETAILS ;- --" -- and labor beyond and above htre� � PINEBROOK TERRACE _,--Wye to nave 6' branch ; 4`,- I D. - f -� - Plug-seal watertight P E� Rif 5 - 0 O.D. ,.� ----- - ---- - -- - - C. L�101'?.T f'r P,�;�'C�CL�TES 1Fs� PLAN OF BOTTOM �t,::,•�:��. 6_ �HCalN£f�, I w ,1 1 .. wI _._ T CIVIL EN GIN EE RS 222 1 2-Cr x 2-6 x 6 Conc. i 2 - 6 DRO P MAN HOLE ' PIN1r13xC" CLEAN "' OUT- U T PETERSON BUILDING HILLS80R0, ORE00 \ \� �QOq�,,� a - SCALE AS SHOWN JOB NO. 401123 Rr a. -LL•.- ��_ SHEET 11 OF 12 JULY, 1964 –— -,, mow } r - -, - �. Iaawrr„rwwllpw, o:� •�'' "` •.•..fin- ..»._. I�'I'l j'1'I'�i �I'I'I'I'I'I le�`�Lllwj Il 11'l t�tli_II Illll�i (int Ilii Ijtllj lei 1� Iii I�1 101-111iii ilr >t�t rll tai i1►1'ti III �I� �I� Ali ilk iii 1111 Ili til 11� Ili �t� 11� _ p � � I I � NOTE: IF THIS MICROFILMED I 2 3 4 6 7 IB 9 DRAWING IS LESS CLEAR THAN THIS NOT ICr i–'-1T IS DUE TO �k QUALITY OF THE ORIGINAL r � RAWING, pg gZ gZ LZ 9z SZ bZ E2 ZZ Iz OZ 61 of LI 91 SI fl EI 21 11 01 Y L 9 ti tr E Z Imo•«' ,�.�-''�� X111111111111111111111111111,11111111111111,11111l1II11111111111111111111111111u�1g11111111111111IIINIt11ttIIIII11111111 tIt111iUI titin Illlil111tflhNtlllllltlultti�tttltluhllll IIIUIIIIIIIIIIIiIillitNhWl�Wuwl111�1111111U�1111111111J1UIIIN ', , JULY 2 199NOW � r t' r- I �L rn 7C 25 —25 0 • DISTRIBUTION F3C,> NORTH I+ 49.05 M.H. I \``mss fin, h SCALE 3/4"= I' SEC' 1� 0 qAt ige a .260 SLUDGE DR ING BEDS `T� \b� ^�� \ � �•;� /".".--_ -"--,601 -- ---___ M ti It/.1 K �o ID' o vi w 40 CL; ? AEROBIC 6 6�i, a I S E a o a ' a• I• + r' V �• W Q d U' Q I � �P`` \'4 �6 1, i1 I - '.v i 7- &4 0 CL 0 fo � 0 !NE � t ct IN a J x DIPJ ACT--+- & a ,�, ._ =F► # \ , �.,,� ti / z ° , Iwol AM ERI I . a --- \ --p•0---- -~ -- ♦- -+- --k-�--�� ,5 ,� 2+8 0.00IM.H. 2 TOP EL. T8.66\7* 0.E. ITI. 5 I W j Z I LL LbP/!/E!*✓.4Yl, �... .... � 25 2 5 i I SITE PLAN SCALE: I"= 20'-0" n II - �- ;,2•• o --o co�v� hpLK /.740. o �j -- 07. III ) /'•,stn •� -- •+�-�-cam. ,•��,c, � / €1 �•70.J j r FINAL TANK AERATION e. ,rte (�. \ �; ,�� • . `„ o TANK /4.7.So W %l q Y-G6, /C 7•G I 1I j ILi:S 8"Ac.S� _ --•�• ^Ce-drAP iN6 T•JVrr Ave � a 41 10 .1 L! - ? /� TYPICAL PLANT CROSS- CHLORINE CONTACT CHAMBER ` =� ' AND CONCRETE _ ECT10N TE BASE AND EFFLUENT PUMP SCALE 1/2" = 1' -0" SCALE: I/2" = I'-0�� ' SECTION A- A SECTION B - -- - - - P i NEBR00y TERRACE of • ► 12 OF 1.. e ' �. SEP • PIIttIrtlll��rIr11I'��I�Is►1t�►l►�Iflt� It`1tIIlIll�rllli�l�l "(111 �I 't(III�Iltlll �lll�ll �IIIIIIIIII�11 IIII�IIIIIIIIIII�tIlI1111111I111I111I1I1111��111IT11�r111111IIlIl1111ltr'1�rlrll T" � � >� • • � p NOTE: i F THIS MICROFILMED �'--� I 2 3 4 5 8 7 8 9 IID i t 12 DRAWING IS LESS CLEAR THAN --� THIS NOT ICE-g-IT IS DUE TO -f- QUALITY OF THE "PtrINAL DRAWING. QE 62 92 1.2 92 S2 tit E2 22 IZ OZ 61 of LI 91 51 fII EI 21 II 01 -y---61 9 L 9 9 .r,I�F 1E-.. Z I�"�� 1IIu I l lunlln l llu Gln llln)�Inulula�lnllUnlllttluullu�bulllel�tlll dull(�Inlulllunhtulttllltulln�I llullulllrutl IlllntrfHitnitttt�ittl�tltt�ultbtillltlU8ff111nIuII IIUIIIInllulllllll►�11�11WIIW 1WluulJlll�U.ul)Iulltu�ll�llnH JULY 2 19921, ' ---------- A,� A� 4 O A/ 0 vk /. -`i I 420 28' c 225-00 uj all 2 PLAN o OSA o P5 30, 0 'NO M.H. II SCALE 1 " 50 ' Ay 0, A 0 qo . 00, D 0, mCD of A 1 88 4f 11� 0 0" CLEANOUT NO. I 73 S! 0 s Y In 3 Cb 4b + 1,is$ 0 0 D 000 J.sl 0 col co, 0 +41 rm C. 10 .?o + 6" 00090" A? III/ 714 40 -po 0 05 87 A C 7. 0EEP q M.H.'3 ft 75 1 too .3-p A, 199 11111111111 166. 10 0', 'P. IA op • T99 4)) 76 6.0 ILI, u U"I ... x 6-01DE 86 U U / ` O •YO W < 9 00, h > ZW 77 ral ``� ` \ e VL In 0. -c cc 9 80 Z 0 11 �� / ,/ / 78 79 81 1> LL. Q011, oZ fi e 4, 0 A•'22' A.4 a 0 06, 85 11 4,111 *019 R 225.00 fir 225.00 r. L = 26.00 Lx 14 1.77 *ci 0 EM 90% V% J" vlm�m 2 i I W%r, am C -7 Av ro P AIL Iry 7- 4- ta_ Ln ww V-2 L) W Z CK o, _j 1z A; GR13 IYD qom- F I In 0. ID Cc Lq 206 ua Y N_. _j 8 5 C3 LA L NO L;-u NEI z AL t L19 t E�4-17-7,44- Ab NIZA W 0. S8 lit— X L 0 c Tr- W _ASj jtg If__ N LR Th uj A& OL— ------ AW LA Q r. PLATE 1 PLAN-PnOFILE 0. P. A. • R. E. STANDARD RAG ACIRPROOF VELLUM—MADE AND PRINTED IN U. 9. A. EUGENE DIETZGEN CO. PINEBPouK TERRACE 12 OF 16 lot IL 1 IIir 1711-11 2 3 5 6 7 19 9 10 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT1QF;i--1T IS DUE TO fK QUALITY OF THE ORIGINAL •--%.,_,,,* bRAWING, c 62 47 12 9Z SZ 02 cz z7 17 OZ fit of Ll 91 SI til EI 21 11 01 6 9 1 9 9 fo E ? .00001o� 0111111111mIll I I I In I Ili 1111111 1111111"Iflujillil it 11111,11 111 I m 11flitkil"I 111141111111111111 A A_ 1111114111111111111111 liuiiwiwliiit 41, 1.4 2 1992 -imp, w"Immw"61 *A.— W1 i ....... :r VIZ. IR11, .4' a 4a CDCID 0 0 w �I 3 �I In 61 0 0 + or) 0 0 52 51 + 42 41 40 39 38 23 22 + w n + 1+7000 8M -t .0, 5�0- 0+45 00 5.0' 26.0' 13.0' 1 72 -1 0 -4-45 00 I tri 30 8 O'DEEP 7.0 DEE t r- 70'DEEP 7.0' DE*EP 7.0' DEEP 7.5 ' DEEP ui _�. U) + + co 0 w -M.H. 9 8 S. P 250. 0' M. H. 8 8" C. S P 255. 0 0' M.H. 8" C. S. P M. H. 6 8" C. S P 2 5 0. 0' M.H. 5 8 120 C,S.P. 200.0' 62 1 +25.00 W. 0+00 1 V E T I + 27. 30 o o o • PINEBF400K - - L - 6. 0: �6. 0, 9. 0" 5. 0 -,-_C� 3. 1 4-3 4. 0 ' 9 1 - 4.0'. 8. 0 DEEP 8. 0' DEEP .,7. 5 DEEP 18. 0 DEEP 0' L;F_E P 6. ' DEEP 5.0' DEEP 5. 5 DEEP 5*.5' DJE 2.30 O' DE p 4 5 DE p L 04 8i 4.O' DE E ---I A MCN f- 7N�$IE WTW -j 0+8000 - - 4 - 23034'40" R - 100.00 L 02.3 0 63 64 65 66 6*7 68 69 70 71 7 2 73 74 75 o z -k > 0 +00 0+ 00 PLAN Z0 0 SCALE I "= _')0' CL z Lj wj S. W. PINEBROOK DRIVE MAIN ISI W 0 Lo aMl 0) z A W T -+ -4-4 T 03 An L r d2 0 220 410-- 40 Aa 11101 In - F 39 u 0 cz _146� all WI W z ow w mob- > cc A = J ID w C6 U-,) 103 w ! 90 1171 ell A Mr%- -1 -6 tq a I I IM LA Mo ------ A s "l ;TR CT INEB INE ETE RSOLINL BW�M k ......... -RE ~s 0 qo tr) w + + + PLATE 1 PLAN-PROFILE OJL R. & R. E. STANDARD + 0 100_b WAG AGIEPROOF VELLUM-1 13 It AND PRINTED IN U. 5. A. + + EUGENE MEAMN CO. 0 all TERRACE 14 OF 16 wm -4p# p odkAppow,III 1 11111](111111*1 T! ;7w 1 3 4 6 7 8 io 12 NOTE: IF THIS MICROFILMED -- '� 3 DRAWING 15 LESS CLEAR THAN THIS NGTjQ6Lj__jT IS DUE TO QUALITY OF THE ORIGINAL ',ou.-All"DRAWING. oc 62 82 tz 9z Sc', tp? f;LP ZZ Z 0C 61 Q I LI 91 91 10 1 EI Z I 11 of 9 1 9 s E 11111111111 m I if I I I[III II if 11111111 fill 11111111111twulthi hill if - � JULY 2 1992 �7 04 -1 0+ 1+72 M.H. 7 0- 0+00 3.0 4.0 0 _j 0- r2 5.5' DLEP 7 3 r PLAN SCALE 111= 50' I � w 38 37 36 � w 53 62 61 60 59 58 57 Q 72 > 10 a � a 28 _ ►�- tL'I a c r p o + cc W J a » O + + _.• IL O o + ayoo O I ~ II +4(9.75 Ilt d + 0 4.C'� 4.0� 10. 5' i o p ,� i s 01 M E. C DEEP E.0 DEEP r7. 0 DEET' + 4 8.0 DEEP(, 8,0 DEEP 7.0 DEEP 7 0 DEEP 0 ,r N I \ �� o m° —r —J--+— I 0+95.7 N 8" CSP. 318.61 • -----i - m I 8 C. S. 60 8 C. S. P. 3 7 5. 0Ca � d o , /'" 8 STUB OUT STUB _ A c — p 18 +45.73 * M ` XV ,� o a ' n w 11 Uj e I + 7.0' DEEP 7.0� DEEP W 64 w d -- '6.0'1 5.0'1 1 6.0' 3.5 W L _ �� \ 10+50.73 3. 5 DEEP 4. 0 DEEP 4. 5 DEEP 5. 5' DEEP o m Is +00-73 r 0 O s a \ ( + 0 0 + a o c cD w z o° w o c j + s o + I 39 UWW ! o F 73 1 23 24 25 26 27 _ = 64 o h \ i+ v s w ; 52 53 54 55 56 + NO < CC rr^^ VJ Y Z � O � a a o o (L \ + 3 \ � W 4 Jr ui W G _ W __ _ _ ___� m I — OMP 009!� MR _._- ej 12 r. —_.._. -- -`— -_— ---__ JAL AML TAfJY WED O-OK. ERR 4OR -- _— 14 s AT =7 qd6 L&L LZ ___ _. Y R:.. HOM S ON -- -- ilrru •r.rr� r--- PLATE I PLAN-PROFILE O. P. R. d R. E. STANDARD + pINERROOK TERR.AC�- 100% RA0 A0E►ROOF VELLUM—MAO& AND PRINTED IN U. f. A. EVOENE DIETZOEN CO. ^n v '`'. ` ,.... 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