The URL can be used to link to this page

PATHFINDER NO. 2 SUBDIVISION _5W F'DNNER ST r+ti► 40' • C �¢ / CURB _ #NFQRMA7ION OUTFALL 0 i OU LINE 1 0 c 7. 0`3 17 ' lU f. 182 .35 IE 174.60�, r b 45° TC 183, 6,5\' �¢,e y� R= a2 ' C 9Q ' TC t 1 , 90 G I +3S LINE €of 02.5 w 33' Rr PATHFINOERSANITA:VJ -�--ST_0 CR N ver L - 185. 75 ' d 135' TC I�O.��p IE 177 08 ,d" A 2/7 , 1 �� LINE T �( RIM ELEV SET J5' ABOVE F. G n r1 SEWS LINE A ''\ / Q� � - 253 ° 13 '54 ' e p t �7. J$ �7 ' LT TC 179. 60 a :' ';•�`%� \ s'EX/3 T. ar/c �3f ec �0 ` a �c L UAV PT 179. 45 c `ti• \I - �y �c .� 225 rC. 1 �9.5U (23' from e) MI 2t9S LINE 1 ��/,/, C/ TIG,i \ \ \ �. ', IE 19(6 53 �c��` �4 �'l ' 28' �� PRC 7C 179. 75 RIM ELEV SET 0. 5' ABOVE F.G, h Ott t ' ' L = 35. 8 7 ' r MID PT TC 150, 08 GAAMG! ` = 13°13 '-54 .. �_ L i (G7. b 17 LT TC I80,0� �D TEE G *4G LINE 1 SITE l) 0 00 LINE Z ST,INOARD diCYCLF ' IE 17/,. 87 (12'') KING CITY 4''WNIE[ 7 1;i4 kA P / ' / Iry nniiV . '��All I'S D tpS•S R i g of-RAMv •; • � �'e�l�l /R INLET 0+ 38 LINE ? FINO IiE FROM a 117, 10 99 Z. GRATE 178 85 Iz g7,,lf/NQ ER ' _ �3 i �A� T a VICINITY MAP N T $ , 0 A ITARY SEWER ' CONSTRUCTION NOTES V4 LINE 13 ,.o �' ; b oy 00 � � \ �,. All 8" diameter sewer: pipe shall be concrete (extra strength/ ti,,�� ` `n •� /'./ S-W 4 t/, i�, c ASTM C14) sewer. pipe with rubber gasket joints . tiaF9� a �4 an 2`R / / 2 . All service laterals shall be 6 di.ameter 'concrito pipe with S1 � al O 47' ?5' /7' d' o al 4 ;•� t / q min imum o f 2% slope . l ,� _. �_. _. _ S1 ,-+ na �--.• v•' G . .le_a Urn. €!1 FMF 1 •Ll'�'3Ir SCALE 219' / / �� trz�'I3e �� 3. An "S" shall be permanentlymarked or tS�� s I.. - SO ' _ 19u ��j d � � q / / curb at each santary sewelateral t the vertical concrete a i lope 11 re.F i 4. All sanitary sewer laterals that are not placed under curb X �-E" ��Or � "��I'�'`t'� � ,F �� , % / shall be marked with a2" x4" x 5 ' long board, buried 314 ' + o Q �P o� .� ,� 5e@ l�► and painted red. �' �,e- � v r •( , Y ns z s to e- �" /01 I 5 . Waterlines ar,! designed by Tigard Water District . The proposed r 1 �-- 36 ° - / location of waterlines and waterline appurtenances should be € i --^ ��\J�1P► I E z 15 T � 0+00 LINEA � � � •• EASEna E N r --_____-_� „ „ �-. • �� IE 1�9. 10 E xlsr 12" / ' i �/ FOR c,zEE/VwAy verified with the Tigard T�iacer ?)istrict . It shall be the pP "" i_� 4 L SL 6 /�� CLA-5 C_ BUCk N c.�c, 7r' IE 170. 50 B " / / � % � responsibility of the coctracttir to coordinate his operation:, �� 2'• Ac. C[.AS. 'r^ ' � o with the Tigard Water District to avoid interferences and f N M-+, I i aro LINE A 02 tD 2" 31.4' -0 ROCK BASE 0 * 00 LIN: 8 / / '' insure timely constructic,n of all improvements , u�' 0+07,5 3t PATHFINDER / / �' / / -4. 2"-O ROCK BASE IE 172,00 E" 4 / / a /J �/ -� ' 6 . Contractors shall notify the City of Tigard 48 hours prior to 11Mt 0�11MMIl of 1,0t1Ft0 IE 172. 17 io" / /• �• �/ ,� RIM ELEV 180. 10 sewer construction. . .^ / 31� A� WW IaYRE>" O3 M4 3t 2E LINE A (N/G. / / 7 . All sanitary sewer construction shall. be in conformance with the IE 144. 30 ) / // / / ;' requirements of the Unified Sewerage Ageney of Washington County. .�T�tEET� S�eT/�/�/ RIM ELEV -Er 0,S' ABOVE F.G. / 0.26 roc t DEO/c's1TEp Resolution and Order No . 71-9 . '/ 5° ro 714E c/rY vF riGARv AT O f 6 7 OB N SW P,4 7HF/NDER 0,4 c.o of91 LINE B / /� / FOR GREENVYAY __- -- 2" 15" , and 18" storm drain pipe shall be concrete u r97 w 20' LT PArHFINDEk /j � _ 8. All 1L p p _ (extra IE 17(°. 72 / / strength ASTM C14) , sewer pine with open joints , mortar tot RIM ELEV iti2.40 • 2/3 circumference of pipe , G E N E RAL N O T E S / / p ,-�/ // // j' �/ 7• SQ 01 11 or �•Si `I Saw w 54 /�'0 71 14//i t C 1"% �Me �"j'i�c� . centerline stationing , unless /O• �C�=`� � I o,:herwise noted on the plans . � ~`V � ! / `--•-� FC-,E 1514%1 NEw wlht< 2 , Location of all ��lst.ing underground utilities shall be the ^ / / P /`'� ' v , I � � � � \qo �� , •� % Pit ��w ��,.� Vc7L.�A�,� wlet ��,.�,/ a� z responsibility cf the contractor . � O 5' / P6(t VAULT (1�t:w� 3. All construction shall ccsnform to these �1.ans and to the S W PATHFINDER WAY / i /i ^� = - 5 �� / / � � /' // ��o / � I m l S. 133 s 31, _ .3, II - !I. _ I•r 1 applicacle requirements Of the City of Tigard Department € 1 BF of Public Works ^.-gid the Unified Sewerage Agency of. Washington FAS EME NT � � / �-/ • • - -- BERM DETAIL/L � J • • _ COurity. Q fOR GR£ENWAY , ' � NTS 4. Bench mark nc,rth rim of exi • i 1 ' `' / / k `( existing manhole �. E�evation _ __ Wr.ST ., 5. Nlal�looXs �v be c_Cuske w,1�. EAST 4 � .... . .. 0 2 / P _ _ (� €........ i € „ .... i _ r I . . .. .... .... .... ....... ..... . . .!r �i' h S . ;� Ir[=+/C�(. P• '� I1�:,e (.` I { •, I - 1111 .. ..... ,...... •t• .. .... .. ....... ... ... ... .... ,.. ) GIS�. >5 .S��C► 1�R_ c. 1GP. I n sY:L�'CUi (G r.vc� et- _. . ..... ...... f .... .. r r ... ... €• .i. .. i. � a i l 1 Q (� r �i u :. r : i' � e elo €........ .i........ _ .... a r , •i• ... .. ... .. .. ... ;• €.. ..... ' l....,.. _ .. .» ?� zI_ #' / ....... .. CIT '€• ,...., . ... . : • ..1...., ...... .. . ..... , CITY ,:.-O €' •!' . . 4• .. ..... .... ...... ... ..-.. . .. . .. ....... .. ... . .. . . i ... ... .. .... .. .. .. i ... ...... ... .. i' +•��.� . OP's r -_ :r.• #' E : , i • :• .E : ,i , r ............. i' S LF _. ... 1• :. <<. ,' €' , A _L' :SP' t3'�: QTR .. .. .. . . . .... ;• EIS, . . . . ..... _ o t' r• •,' ... .. ....... .. .....•. .... ...•• ,.,,, ...... + f 'r � o'�p i . PR C�1�AL 2 Qt= T _ ,.. . .,.. •{• .... ... LORI RIG) NAL .G NAL GRpuHD . . �" f h •i• ,. ... i ,r^ .. FIN.iSH G. E E �•+ci./ �t�. tic• .. ...,.. .. . .. ... .. ..... tip ... ........€. ... ....... ... ... ....... ... ... ....... ...... PL1E I+' / Z n1 .� . . . .... .. ' . . ,. ^ v to , .. .... ................. ............... .. 0 ..,....,... ♦ I .. .. .. .... ...... .. { .. , .. ...... .. .......... { . \ ,. h .. # .., _ f. _ . .... •i• ,....,.. .... ... .... .,,. ( . ,. .... .. ........ ri'. 'ria .. ...... ....... . ��' _ .. .. i' .y, _ d / _ ...i........ ... . .. %i .!1. �.. .. .. / .. .... -©r• .. ...... �_ f' C a �� i \i i .i. ...........3.. .. € "'TT'� .... .. i9e ftAt .le ' '11LiLrP1'itiiY ._ .+.• .................. ................. ............ .. ........... .. .. ,. ,.... .. .. .. i 'i ... ... ,. •t` ,o;: ,... , �� : v s•A o To O RAI nl _ .: ""` _ pe �: i.. ..., . �o .. i �. �.. GRAO.E 3 3 $TCyR11/I. DI�1��N. 1 �:Q... . _ _... - -...4 _ .a 31- ... .... r\ .; ..... .... ., .... ....... ... .. . ..... .... ,.TO..C.RE K -:.: .€ •_ �, -t �ti' E �. ...... r i:..... 1V: Vli:'NA U �t'A 'I _ 7 : . C I" IB." O .. La.� . .... #• r lZ D. 1` 1 .. •`, - 17A I (V I. _ , , .. ... .. .... } �..L •€• .,.. .. .. ., .. CU III ... .. ........i ....,.: ... .; ..... ,. : .. .... ...... 1 ... .... ... ....... .!. .. .... .. ... .,,. .. fes' ............ .i. .€. .: .. .... .. ..,, /gyp ...... ..... ..... .. ...... .... .. .. may' '€' �• �Y .. _.._...._..._. ... ... .... ... ., N .. ©tl ..... ...... €' r O✓L 1:. St V� t'CS. d►1. ... . .€ ......• ..., ...,, . le I• .. ., . ....... ....... .. W lu ! b J o _ n ....... ....... v i 3 ., i S I N E ...... �: .. .. . ...... :i',,.. ) .. . . . . , 7 7 ---+ - 1 h b , , , , �. .� O # - ; F w' / ,. .€. ... ... .,.. .. .. S ..... ,.. ., .. .. ... .. ... :� ..., ... jj .. ..... '� ... ..... „ ....5........ ... ,. ...,,.. 'i .. PA T / _.. . ... . , ..... �uW A N� lel E tieA i= r r ^I .. __ a 1 .. .. C P f . €' #' ..... QRlG1NhL ,13(,UNI. .. .. � .. .... .. .,...t,. .. .. ,.... ... ....... C ... .... .. I I S dA0 i .... ......... • • ... l 3., - tD P I\ «.. . » i I ; ��LQ »... s 1 .i .. p�y ! .... ,..,... ... .. ....�►...... ,... '•�_ .t •:W. .. .ELN 3H .>:iIR .... . .. .. .. , ) ..... ... -�... ... .., .. ,..._... , .,... .... ti _ _•__ 'I' i v p. a E ( i:........,. ., d ,... ij C� m !' sir• ...... , ....., ..,.. ...... ,..... !. ui .. ., �. h + _ E , .... .. .. ,. . .. .. . Vii• ....... ....... ....... ...•... I ,,. 0 1 DA o .� w _ .•..... .. ....... ....... of ._.. t' �c• .{.. ............. I A QS 1/ i' .. w :.i.: „ . F c.l 8 f 1. aI 1 ^'Q ---- -- - �. :.t.. 4 ..... ...... . .. .. !1 O .Vc I' € oIA ......... .,.........i .... ., . . t 60. 0' '. . ., 4 .✓ 2" p ... E' i 1' i' _... , . .. ...... �, :! ...,. , . .. �.. f :#:..,.... i• :i:......, 196 - . ., o «• ................... .•». •. .. ... 1 ....... .. .... .. ... ........i,..,.... ,...... "," .. # . ... . . . . ..17.1 . .., ..... . . .,. ..... . ... ,.. ... r W ... ,.. ... .. P ... I Y €• O No. •fir .•/ 2 S N T .. ... ....... ... :I: . ... :�:....., ... ,.., . . ... . € •Sid►• IE � .1. �� ..... .. .. ..... ... ... 111 . ., III � T T..1 .. .. .... ..... w► m f # T E Juw 7�� :f:.... € /9 + ., �. ++ ... - i Y ... ....... .... .... r .. 1 . . ., E o .. .... .. r . . .. 1 1 f' r i DESIGNEV-JA IQ ... i �• .. .. .. .. .. ... r t......,. _ :i' !' € CHECKED: JAR w... APPROVED WAR OF Z SNTi. i u _. f MMI (111! Ill( I 111 Ilrlll 111 11 1111111 1111r� 1111111 1111111 1111111 111 111 1111111 1111111 tllllll 1111111 r11 1 11111111111 � ' � � � , �► 3 4 5 6 7 8 9 10 II 12 NOTE: IF THIS MICROFiLMED DRAWING IS LESS CLEAR THAN # THIS NOTICGt'TT IS UUE TO QUALITY OF THE ORIGINAL y .--DRAWING. QE 6Z 8Z LZ >i1 SZ VZ EZ t= la OZ 61 FII LI 91 21 bI EI 21 11 OI d O L 9 S 1r ' E Z Isw•p" 6'� �NllllllllllllUlt!n1111111111I1111uI111�III111FI111n1II111b11�hu1111111111�11111Na11111N�11�In1I1111111�II11uIII11�1111`Il�llul! illlull`Iu1f11111111rIMff�l�mtltni�IrN11RI�t11111uIINnllluhl11bL11�luu�llu11111�III�IIuIlulYlpi1111 JULY 1 1992 •,� . . 1 -�-- �� W F4NNER s7• . �� ' � 40' ' c CURB INFORMATION __T_ � - -- _ -- \ _ c r 0 ► �, 7. 0 8 7 ' 1' I T'(. 16 2 . 3 5 S " 3 r� r ,� 4 5° I L I t3 3, co 5 a�.� c��' tri , ♦� I \ ` R= 42 � 90 TL iei, 90 � a ,b -� 4 -r . „c - A STORM DWAA -, - L&.. . d 4 - SANITARY _I ,,� LINE i ,� \� J �� ti �, 2 r __ L ° 185 5 d 135 C 18/x. d 217 u ' ( SEWE LINE A I e II Low pr 179 FIs ,d = 253 23 54 e 0 f 47. 05 67 ' I-T TC 17 . 60 a �; �o \ :, « sr �,,,_/ ,__ Q, f 225 ° 7 17y 50 23' from e ��'` TIGARD Lj ! F,4frkfrA/7- h C \ c + R \� �, ,I \aw \F,� R : 26 PRC TC 179 7_S h . � � �' .( , G,v�rQ��` ,l.� L ' 35 7 17 MID Pr 7 I av, v GAAR01 1 \ \ '14 � ;�w' �• ' ,/ ,d - 73'23 '54 '" t, 0 +' x: 7, Jd I7 ' LT VC 180,OD SITE I,ir '\ S74NDARD \dic rciE Y' tz-� `' J, / A� i � _ iyH 'L .aIRI RAwy r � 1 v j1ir4g_'- `V`- KING CITY T•s R ,.l*rS..S Rr ,< �,,�o �R �/ I ''\ I �pE __1 N�j ' 99 Z oe .w �, ' j B � N w O C W g7Nf/N�ER �i 5� ` - PAS / • 'IV''�r��` (3 �, ' - \s � VICINITY �AP W vo W4c I' p� I ,, ``� O ` V 2 ,�oG !, 0 / \ .o 1 I / v \J �_ S G � .. h w.o 3 1 �� 14'7� 1 ,\ t T. U'UJ E 4''W �� 9_'S\e 1L Ito A1 ~ ¢j' l. SW F INF/N %< f i'I' . - . . 1. . -"'O'- .- 1 1 . - - \ V) to I SCALE ,l - ---- - - O zour{ T A-EAJ / ; /1.1 '� 8 �. - ,: 15 /7 B' i c_r ��€� � � .. 5 " �� W V / �' �� / 0 0 ��, .• I_ Y � i �� i 1. 0 Q 'T 1 VOpE /�� 5 3 / \✓ °ETFA�LQU 0 + 00 LIN2 1 v,a L0f . r �r/ / � _ 3 70 / ' / / B �/I'1 t LIN y.- 3 °Io - �, O O 13 5 E 1 i __ 1 Ot 02.5 W 33' RT PNTHFINDER - I E z15r rvH 0*00 LINE A I _ .% �/ EASEMENT IF I O, 10 8 1, 12- � / �~fOR GREENwAY ' IE 170, 50 r' '• / / f "`' 1`� / /\ IE 177.08 19" - LUPE P� /" / _ / RIM ELEV SET O.6' ABOVE F G f 'e, - 2" AC i-'4 'L ' (1 ciFTS, .. / 2" 3/4 )CK BASE 1 N`� 0 + 00 LINE 3 r, J'.1 > / , / +4 2 195 _INC 1 . LINE A \y e „/ ' 0+07.5 4. PATHFINDER �/ 1;, �1, / r - / It: ELEVaSEr � ' � ' -O ' .K SASE IF 17Z 4 v IE 172, VD 8' (OP / /� o,S' ABOVE F.G / / O TF E O+qL LINE 1 RIM E L E v dn. l0 / / / Q+ 00 UNE 2 Y.. / IE 176 B7 ilz ") STREET SEC M-I 3t 2✓o EINE A � / TION IE 194 80 / >''� i RIM ELEV SEr 0,5' ABJVE F G �I , / O 28 Ac * OED/GATED / I'vLF. T p+ 38 LINE 2 TO THE C/TY OF r-I Apo / 13 FROM e AT 4 67aB /Y ,Syi/ P,4 THF/NDEiQ (4 C.0 0+91 LINE 8 / ' 'I0(" / / FOR GF�'EEA/WA) ___,-.»•- IE 177. 10 0 +97 w 20' Lr PArNFINDF R / " ____ GRATE 176,85 . IF 17lr 72 6e, . r RIM EIEv N2.40 i �N. ' / j 0 �' / / �'' i / / - ' / / v ' �' / i0� �I --- Q,, � � 11 i - �tI cc r�1/� l , '" � o t_, 5 W _F A T H FI NDER WA Y � / /� Z s I I, _�, _ I 1. :1 t �> r �. , /5�/ l i � Y / �� i ' / / % / __ BERM DE TA/L � lz � . S 51 EASEMENT . . . . - ,a 1�5 /�'// FOR GRfENWAY ' ' NTS `�. y ` �/ � . V i11 WEST EAST Q Q . - .,_.._ 111«1« . I. ... . . .. . . .. .. 3 a . ... . . . ......: . . . . . . .. . ... 1. . 11...1.1. .. :.: :.. . . t' 1111. .. .. ... ... I . .1111 __ 1. + ....i... ... .. .. .,. • #. . .... . .. . . .. . i......... . + . . ..... . . ., ... ..,.. .. . . . ...I ..... ' .... .. .. ..., .. . i ... . I' i I.. .. I ... ... .. ... . .. . I.. + ............. ....,. ... . ..... . .. t. . .. ... . '2 .. .. .. ... .. . .. .. I• .. .. ... .i., .... .. ... i •1111.. 1111 • .. 1111.. . ...i . . ... • . .....•. 1111 .. .. ... .. .,. . .. ..�...«.....«.««.»«»,»»..-«.«.«. .. . .. -. . ... ....,111..1 ... ... ... •.. .. ... .... .. ... ... .. + 1 1 1 1. ' .. 1 1 1 1. .. . ... 1 1 1 1.. .;. .... ... .. . .. ... . . t ...... .... ..... . .. . ... .I. ...... ... .. . . .. .. ... i „ 1111.. 1111.. .. +f .. ... .. .. 1111 .. .. i• . . .. .. .. ... ...•... .. .... 1 1 1 1 .. ... ... 1111 11 11.1111... .t ........... ........... -... ...«...... .«. ..........« .. ............ .......»... ... ' .. .. .... .. ..... j¢`} 1111 .. .: F •'• .. ... .. �/....... ... .. ... .. ......... ..................... .. ........ .. ;. .:. I '� ..... ZID . .. ...... ... . . r *' . i........ .. . . . i: . . : ''1111 .. :I' :1. . . . �' _. _. . 1111 ..; ... . . .,.... . .. .. . . . iI. ......... I. .. . i1. 1 y ..1111.. .. ... , : ...-., 1111. : ....I'.... .. :..'1 .. .. .. 1111.. .. 'I 1111 .. 't.:. •.. '�_ -�� .. . I ... I' i I ... .. .. .. ...... 1111 .. ... .... .. .. .. w«.+.........«..« .. i' .. .. 1 «..t» . .... ..... �' ill......... .. _111..1 .....«...... ...«....... .. .. ,.... -_J- I .... .. .. . .. . .. ,.. 2� I, :. :,Zf30' ; r Is' ay oho. . ti1. / ,, ..i.. ..i. .. i f o ....... ... .. rJ I.. . ... i ... ORIGINFVI uRpu�(0 ,, V. i , ... .. � .... . .I... ........ ... . t .. - •---=-r� /� . ... . .. ., [:�: fIN15H GfiAOE / / , ._ 7MP_ PL _ i .. , .. \ IE 1I7.d .. .. . .. ' _1»11«1...«.......».».L . .. ... .. ....... i. 7 .. ... _. . . . * --- ... :1.90.: � /�/ � In I.; .. v 3 "i' .... '..:' , ...I :': .' .': . . . r � \ / I y D _1111 :1111 . . : . 0 IG INA I. GRouNg _ ' .:.. .. . .... . :':.:' ::. ,. � T . . . . . . . _ ;.. ........ �, O �:....... .... ....... ... . ':'. .1111 4 w .. . .. .. .. . . :FINISH C,RAOE i �. . i............ j. ... � "(b. . . . . . .. . . .. r� ! \ I..... \ V "i 9J0 . . . . . :. .. �,, . .. ... . .. . ;:11:11.. ::.::::'I'::::..: :....:...: .:: :: . .. . . . »"..................t....... . .... . _...: . n , . . . . , ..........I . ;... �' 1111«•1111. ...« ."... .. _ o .t. "'' 'AG1 .. '�' i 18.Q .• G.w i .. _ . ... .. .. .... .. .. ao. O O .... ..1.. . » .......,p . ..,.. .. GRADE TO DRAIN =�-= r �.•c ti .._ $ i x- 1 ...... .i. .. .. ., '�.� ^ .......:........ TO CREEK .� ,.r-. �. .y STURM DRAIN LINE i . .. ,,;' �. !... l .. : :.... ; ......._ ......... ... .. 1111 .. ... ... .. �... + I .. .A7.1 y., t. .�. 1111..:-�o.w ... .. ..., .. .. r r �:: a ♦ . . ....I....,... ..... ... r I.... 1' ' '4 ... ..... ... .. ! .«. c .. ... c� 1 �... la..+c�. �._.o.'on�. a ; �, .f. .. 3.� L of �: ..... ... . .. . . . ... I .. .... -� .I'. 1111.. I. ! m t ! . ........ I. I. ( f Ih I' �., � ... ... . . ... ... ... 1111. .. ... .. ..1111.:1:....... ... ..... . .•.. .... '' •_, •I• . . . .. .. .. .. .. '.......... 'i I. .. .. . .... , I w 1 (E i .. 'M�., . ......f.I. ... ... i _.�.8.Q 1111 ....; 111..1. i. * 1 ao •.•............. ..t«,........... ...............,.............i... . .. ..... .. . . . . , I' •I N M i ,. .. ... ... .... ...... ........,,..... .... .. I .I...,. .. ...•... ....... ....... ....... ... r' i �... I ..... .....«... .. t � . _ 11 11 .. .... «._. .. . .: 1111.. ... .. ... .. .. • ..L... . L :..:.»".«1111: ..«».«...«:««««..«..' ».......11 1 .....1...... i .TA.. . .... a o ,�, E I t< I 111:1.. ., .. � ... 1111.._ . . .... .. ... .. «1111. li . .. ...1111_ .. . .. `�� ""�- �� I O .9 `;r m r r' .. .. . 'i . .... . ...I ..Yr 'y " 1. .. .;... ... i .. /tP ��i -,�,T'i' i h AT . . .. .. . - I N i .. . .. ... .. .. ........i.. ..... ... n �.� .. I...I'. r ...... .. ... .. I' c ... .. .... ""�� i' H a + r. . 9 . . . .. . . . ... 1111... . .. .. .. .... tv i .. .. 4 ri ,t ,i 1111.. ... _ �- '..&A„f.. 2 1 . ... 1 1.1 1 ti I... 'p.. Ni p W W .... ... ! `.., i ;. .. .. C p ,. I. .. . .... .. . .i-�......" _ _ w 10 - ..r 1111 ... .. .. .. •I .. .. .. .. ... .. 'rte'_' u� .. 1111.. .. .. ... .. .. . . -.� 1. I, �.- . n 1 I' I .r. ► .. R , t: :�:... 1111.. ... . 5 I . . .✓ � I � : : I NE :; F ..•....«..•.YLr.«..•• .......«.. ..........« .............«1«111... ' .. .. N �� .I I ... ' .. t sem•. .. .. 1 1 1 1 .. n ... .;• ... t D i ! ..... . ... PRQI F/L E ! W Q ;! '' .• 1111 1111.. i «1111. « .». «. I' ' 1 �. . .. I. ... . ....i..... W ;� r yM j... I. zvo Ip , 4 .. ... 1111. I. ... f .. ............. .......'I ... 1111. ... a �� 'v / / ... .. .. .i .. . . .. .. .. ... .. .i ... ... ! . '1. � Q. i.. .. .. +' S W ATHf RIDER i WAV ,,� .. . ,Q..�,_�N »........... �'..........'i 1111. . i . . .. .. .. I - - I' . .. .. 01 1 �.� F ,. i. .. . . . .. .-'I ....... . ... ........ ...... .. .. . .. . .I ..... _. . . . . . .. .. . . 4 e ; 1111. / . . _ �. ..... ..... I . . O N - _ . .. .. ... . . .. .... .. Rl AL. GFtnUND .. ;. .I .. I .. .,.......I. .. .. -- - I ..... .... ...I.... ... ..i . •i.4 2 t . .. i .. . . , . ! t. . . .: . ..•. . .. . ` FI IS C ... . ...., . . 1 �. . .. N H. ,RA OE .,....I. ! + 1 .. .... f 'i . . .., .. / RI R I z I i 90 Q. .41 L C,. «_ _««. ; a au P ¢ ,. . .,1111 .. «..•..... # i .. i _ _ N D TE p tom( .... ... a !.. .. . «. ..:.-..............-......-.�'............. .. «1111. y i e n�I -�, . .......»..... . .......... «... ... �.`�,_ �3� t I« .... . ««« »... 1.9!tX. . .«, t ««... 1111.. ... 1111.. ........ ....... .. .. . .. . ... ... .. 1.1. 1. * ► U z 7 w... FI.IVISH GRA.UE I ...11... .. i. ... ... ... , .. -'„ . .... .... ... .. .� r+ .. .. �� ..i... i .. ... .. i. ..�. '�-- . . . .. .. . .. . . 7, .. i.. ... .... ..:«I . ... .... I 'L _._�_. _I .I 1111 .. .�. ...... .., . ... V .. .. .. "�*� ..; 1111. .. .. ... �( ., .J! \ I.. .. j. I ' .. V �. : �....... i., .. V D .................... _. .. ... .. .... ... .. .,.., ... nn . . i t' ® j ; . l�'J, .. w , �( a I .. .. .... .i .. 'i ,. ... ... ........, ... 1111. 1111.. .. .. V, i I .. ..,. •iti j .. ..1 .. ..... 1 �) �. _ 1........ i '1 .,. .., q P . . . . , . . ... I. ... .. I ... .... I 1•, c, -i i .. .... . ! ... ... r. ,.� L1 �. �. t.. I .. ....... .. .. ; t 4" ! . . . . .. } j .. .. .. . . . .. .. .. . . .... , o ® R V 1 1 ! 1 '1 i' i• .I E : O N 3 EY DATE +• I ..... ..... .. y o # s', I dl ...««.... «...« ..«.«.« 11«11... ! tk ..... i' ' a ,.. .. ... ....., .1..111 1..11 ........i..................:...... ... b �' ... . . ....... i' "i' !' « ......r..«..,11 11. ..».. ......«.. ... .»..... r W « 1111.«.. I.. .. 1111. Vu a' 1 ! 1111 I" 1111 IN: "1111 .. ... ... .. ,r I.... .. 1111. c .1 1111...". .....«..... ... ...........« 1 • 1111 • 1. �� ' 1111. 1111. .. .. V 11..'i.... 1111 1111. .. i' V..... 1 .I r ' I. {{ 1111 . : . ..... }.:1 1 11 t $0 i I' 1111..., .. i r. :.y.;. ..%• .. .. . .. . �.... .. .... . .. ! + .. ... . . iI al .. .�• 9 5 1 t' I1. aI.... • ., .. ... .. .. . I, .. . .i. . .... I' Y B0 50' ..... . . .... ....... n .. _ .. t . c { •I• .i. ..I ,.r/ .. .. . . 4 J !111.1 .... .. ....,I j �+ 1 r_' i , . . .. i' .. .. ... ... . ,. + i' i - i'....... �. ... .. . 11 .. .. . ,... i O i i i I• . . .. . . .i. . w J. ..... ... .., .. k �• ........ 1111 i 4. '�. 1111.. 't,' i .1m..Q...11 r• t .. 1111. .,. 1111. .. a ........i 1111. .i... ....... 1111... 1111... .. ...... u;I- OT �'. •i• I• I• .. . ... . I, �.......«.«1111.. _ f: I _ ff :l . ... I. i t .. f. .. . .. . .« .i.... .... . .... .... .L:...1111. •1 ., 1111.. 1111 1111.. ..., i L• «1111. «««. «. .. .«.......... .. •i• i. .... .. «... i I I. .. ... .. 111.1. 1111 .. .. i .. i .. ,... ...... .«...«..... .. ... ....1... »........ .. ... 1111... "2' 1«111«.. .,.rw�..w� «...»»....i.............««. 1111 .. ............. ... . . .itra.:... 1111- ... .. .... , 1111. 1111. 1111.. . .. �.: ....... . . . .-, i' .. 1111 1111 �.y.:. 1111... ............ ..,.. ...... 1111... . 1111. 111:1. 1111" 111:1. 1111. i I ,� 11 .. .•..: .., .. .. .. 1111... .. .. .. 1111• .. i. 1111... . I .... .. .. �' pR F ....... ...... .... ... ....... ... ... .l .... . : ...- . . I ; 1111. E :TC RT t 11T' R R N ,o� r,..� i`Z23 >RN ET i� A Y-, E W Li E A .. .. t .... I I ... 1111. 1111.. . i tY I �1�LS !�_J .. I Y .t ! ...... ....... r"1 I. ........ . I... .. .. . .. N . ... .. ... ... ... .. 1111. ...�..... ... OR A 1`i.Q !� •I• ... .. 1111 1111... 11.11 .. ... ..... ........ . ... Ij. 1 I• �� +1di # .. 1111 .. 1111 .. i 1111 . 1111 . .. . � ... }. .. .. ,.�.. � 1111. n f i i. ... r i _ . . . .. .. . a 1111.. ... .. .. 1111. - ... ... 1111 .. .. �. ......•iS .. .. ... 1111.. �i 1111. 1111 1111 ••j. ... f:. ... .. i 1111. .. •t 1111 .. t 1 .. .,f:.... .. 1111 1111. .. ... . . .. ... 1111 .. N!D . . . . 1111. . . A . J . ....i:. .. :�. .. 1111. . .. ,. 1111 1111 W W f i i j . 1111... 1111 ., 1111 1111... 1111... .. ... ... .. 'i 4' 'I ,� ........ 1111 ... 1. 'i I .r . i' i �....... I i ( t. i.. i ::,* i i !! CIIl�K16 i A 9� r 2 r.. i I' 1 . ...•... �. fall >. ' 41. . .1 .. .. ... . 'i. Lrt '!: R APPUNI - a -.•ol.lcr.�«- . _,.,:.w.... 10 • 11' �W�Irr"r""1.f� -- _11 11_.. .. 6 - a wn....r tle,, +A r,,.r.1r1�.r.^l ►mwl+.r+11M ^� «,..0 q:;.r.'A..: .h�'nkt+*$""w�n. . 1. Ill'F�Il1'llflilllIll'�'i'I'II��I�l lilll�lll'Il�lll. lll>>I ��llll II I(III�II �Il�lllllll Iillllllllllrllllll�llllllllllll111�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIII(IIIIIIIIIIIIIIIIiIIIIIIIII - .,...„..I�. ' ` - - NOTE: IF THIS MICROFILMED ► I 2 3 4 5 6 7 8 9 10 If 12 DRAWING IS LESS CLEAR THAN r THIS NOTICFi-'IT IS DILE TO TFIE QUALITY OF 1W ORIGINAL ,...DRAWING. ---- _'_' ---.-- _.___-_.'.__ - OE 6Z 9Z LZ 9Z SZ rZ EZ ZZ IZ OZ 61 91 L 1 91 S 1 Irl E I Z I I I 01 '-61 9 L 9 S.•.� -Ir fl;-.- Z I1-"r"" ltIil uIII nnllliil ulll unlllnl uullrl4,IIIIu111111N1 uul rulinlll url)unllml nllll11111I11111til flill iiiil i1+I1liill UIII Hlllllflllllllllllllillllli►l illll'1111IIIIIlII11l1II111llllllllllllllllllll>111lilwo11)nIIIIIIIII111I1111III11I iWI11W111Jiidllll iiii11IIIlIIIIIIl11111lIIIt I - ! ., JULY 1 1992 I . r; I- I 4 I �.. ,.:� r. «1111-.�. ._._ i. rf 1111...-_« . ..ar. 1111. r'.v s . � a � 1. fel .y h 4 w t r cInOF IFARD April 7, 1987 OREGON 28 Years of Service 1961-1986 Mr. Jerome Lutz 8665 S.W. Yakima Ct. Tualatin, OR 97062 RE: Greenway dedication for Pathfinder subdivision (Elegant Homes) Mr. Lutz, Recently, we discovered that Tracts A, B and C of Pathfinder subdivision (copy enclosed) which was recorded in 1973, had not been dedicated to the public as required. Public ownership of these tracts is vital to the maintenance and operation of the greenway and ston* drainage system. We understand that Elegant Hames still retains ownership of these tracts and that you are their official agent. I would like to discuss the dedication to t-ie public of these tracts with you as soon as possible. Please contact me at 639-9171. Randy S. Clarno Develo*rw,nt Services Manager RC/mi cc: Mr. Byron Darr 10665 S.W. Pathfinder Way Tigard, OR 97223 Ken ror, City Attorney's Office 13115 SW Nall Blvd.,130 Box 23397,Tigard,Oregon 97223 (6013)639.4171 - - - - - ew s� q l� CITY OF TI&M, ORF-.ON RESOLUTION NO. 80-_.�J F.ES01-1.7 M4 OF TES TICARD CITY COUNCIL ACCEPTING THE FINAL PUBLIC LMPROVELiTS CON- STRUC M idl'THIN PAT[ UNDER NO. 2 SUBDIVISION. WtfrMIAS, the City of Tigard Si,ibdivision Ordinance requires installation of streets, side,::alks, screetlights, storm sewers, curbs, sanitary sewers, underground utilities ant other public facilities for the development of subdivisions; and AIEREAS, the City further required the payment of fees and execution of a Corn?liance Agreement, which stipulated that: ' Upon receipt of certification by the Department of. Public Works that all requirements have been met and a One Year Maintenance Bond, they City Council a;rees to accept the public improvements subject to the requirement for correction of deficiencies and maintenance for a period of one year. . .and WHLRE:A.S, ut•n City Council received conditional cerLiticaLion from. the Department of t'ublic Work; mid the ;maintenance bond, and ,H:REAS, the City Council accepted said improvements, subject to correction :)f sp(�cified deficiencies during the maintenance period, via Council Resolution No. 78-54, and MfEREAS, t:he Department of Public Works has new certified that said sp, ified deficiencies have been corrected, and all public improvements thereinregard said subdivision are complete, and MF.RMS, the required one year maintenance period has passed NU4, TI UEFOP.E, BE 11' RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts all public. Ui r.Frovements constricted within Pathfinder No. 2. Subdivision, said sub- divieion beuig recutded in &x)k 37 an Page 33 in Washington County, Oregon, Plat Records, AM FURTHER, hereby authorizes release of the maintenance bond. PASSED: This _ /y T` day of /7 ".. / , 1980. Mayor (.it 15K—order i" �- �ATFIFIIJbE� U0 , 2 NN RSD . . . Pl�arSE IUS4ECT RE�DeT iF ' � ' PD ACCEf+� s�v, LJ Ila 00, �IEXHEE?tiJG , . J Av� ge" l � 49 1 � •,�2Q ovz ��.IlC ■f i VON �Sam goiter . Residential . Acreage • Investment REALTORS 12995 S.W. PACIFIC HIGHWAY• P.O BOX 23023. TIGARD, OREGON 97223 . (1-503) 639-1111 February 8, 1980 City Engineer Tigard City Hall 12420 S.W. Main Tigard, Oregon 97223 Re : Wilderness Subdivision Dear Sir: Our year of warranty for the improvements to Wild(arness subdivision is almost: at an end. Would you please inspect them so we can end our warranty period. Best JBegards , Jackson-Gotter a partnership Sam Gotter, partner SG:sc Vol 7c q.?Gr ...__. Septe•nhnr 13, 1979 Jackson—Cotter P.O. Box 23023 Tigard, nre^on 97223 PP: Pathfinder t)2 Subdivision Dear 'ar.. Cotter: In response to your request, an inspection was conducted of the proposed public improvements in said subdivision for the purpose of determining readiness thereof for City Council final acceptance action. The following l.istin-t, as a result of said inspection, summarizes itema which still remain to be completed and/or corrected prior to such actioi: 1. lf.H. Station 0+00 needs the protruding pipe out off and a chute formed so that waste will fall into the manhole base channel. 2. 11.11. Station 1+36 needs a shear repaired in the line which noes to Ufldernrns Suhdivi.si.on ( just outside of H.I1. #2). 3. The 1" asphalt Class "C" overlay t,ce,ls to he installed Therefore, after your action to resolve the aformentioned and after our confirmation (inspection) thereof, we will be able to submit certification of project readiness for final acceptance to the Council. Such certification will initiate formal Council action to accept the work and will, subsequently, permit reloase of the project bond. If you have questions, please call me at 639-11171. Yours truly, R. L. Thompson Public Works Insp(!ctor ItT,1'/p J r August 1, 1979 Mr. John Hagnan City Engineer City of ".'igzrd 1242v.W. Main Tigard, OR 97223 Dear Sir: Please inspect Pathfinder #2 subdivision for final acceptance. Very truly yours, JACKSON-GUTTER Samuel A. Gotter, Jr. Lawrence T. ,-A/ckgon sc , TI l � c �y ZC C t T'� Ab��►J i S CRt�ZGP� VR- SC3J A�T'C1�C1� U \OtN��. bt v�L17YE tJov� b�s��ta"S TD VA k\)e R�'D�C.I-.b � Tv �.Muv►�Y PRS-�sPt✓c��tb 6�Z � �t�T C©�F'L� �`��CF P�y��EY\E►J`C" � F�EI� 11:y ��E ��VM on xcTio" wc)vL'b H-A\)%1Z TAY't .til T\-\C- TT\-\E C00 (D THE Svb��l\S10u ��PEs'f'ECT�vr T ��`c�F S F 1�1b tJC� �'E d�S011 tJOZ- VC) k�C n M t-��=-�.�nr b '�t�PST -T fit=_ C n V►�=��1\._ A�"PROv E TO W-EbUCE T\AC Ex�STi�C� C�,o ti�U F Qo NA is k 816 .C70 TO -l 5 94 , co .. . .._ . All Samgoiter • Residential . Acreage e Investment REALTORS 12995 S W. PACIFIC HIGHWAY . P O BCX 23023. TIGARD, uREGON 97223 . (1-503) 639-1111 RECEIVED JAN -2 1979 CITY 4F TIGARD December 27, 1978 City of Tigard John Hagman Division of Public Works 12120 S.W. Main Tigard, Oregon 97223 Re: Pathfinder II Subdivision Dear Sir: We would like to petition the City Council of Tigard to reduce our cash bond to $7, 594 . for the maintenance period on the public improvements in Pathfinder II. Best Regards, Jackson-Gotter a partnership �•-.�T��`` ��•fes-J-• Samuel A. Getter Jr. SAG: sc CITY OF TIGARD, OREGON RESOLUTION No. 78- _ RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVE- MENTS CONSTRUCTED WITHIN PATHFINDER #2 (LOTS #l-r--6) SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS . WHEREAS, the City of Tigard Subd.ivi.sior, Ordinance requires to install streets , sidewalks , street lights, curbs, storm sewers, sanitary sewers , underground utilities and other public facilities for the development of subdivision ; and WHEREAS , the City har required the payment of fees and the execu- tion of a Compliance Agreement which stipulates that : "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year hfaintenance Bond, the City Council agrees to accept the public improvements , subject to the requirements for correction of deficiencies and maintenance for a period of one year . . . ; and WHEREAS, said Certification h.r.s now been received , subject t:o c:orr�ction of hereinbelo.�, listed defic [enc i.es; and WHEREAS , the subdivider has indicated a desire to retain the, subdivision performance bond in full force and effect throughout the aforsaid maintenance period, in lieu of submitting a separate- maintenance bond, NOW, THEREFORE , BE IT RESOLVED that the City Council. of the City of Tigard , Oregon hcreby accepts the public improvements constructed within PATHFINDER #2 Subdivision , and subdivision being recorded in Book �_ on Page in Washington County , Oregon , Plat Records , subject to : 1 . Repair of sanitary manhole #1 (pipe intrusion) and .repair of sanitary manhole #2 ( inf '_ltra.tion) . 2 . Installation of one ( 1 ) concrete driveway apron. 3 . Street cleaning and placement of a one ( 1 ) inch Class "C" A . C. overlay . 4 . Continuation of the subdivision performance bond:"t7i'raiigho- u 5-'� � the maintenance, period./.r e 401 X1'1 t4 �q79* PASSED : This `` ..7�/ day of �[�� 197Fi, by the Cour)c i 1 cif thc- City of Tigard . ATT i': 'i' % e,� ✓�_ ✓3 cam/ -� % Mayor - City of Tigard / y ecor'c er - ty 0 t g'trd lea :-✓ .lam� „�r.:,�G-c-e=2�Z��c��+^c W A � 1 r i January 24, 1978 PORTLAND GENERAL ELECTRIC CO. Western Division 14655 SW Old Scholls Ferry Road Beaverton, Oregon 97005 Attn: Ken Snyder Re: Pathfinder II Subdivision Dear Ken: Please be advised that one (1) Street light has been satisfactorily installed in said subdivision Fs per approved plan; and energisation is hereby au-%hor- i2ed of same. Billing is to be as per P.G.E. Company Schedule 91, Option "B". Thank you- L.V. Cook, Jr. Public Works Inspector cc: City Accountant Frahler Flectric Co. Sam Gotter LVC/pjr i s. o 4A U NORTHW T NATURAL G COMPANY +ib Ali 1 S)KETC0. 1 _ / \ —2'(W)'7J tAu 6' Y -mac-----�-.---- f91rin r• � % N b yam, ^ � J ��' - PP M sJ « 00 U f t err• ��yl «�.� tri PATHFINDER 42\�� o p� tr to 111 is T�� J WO \ \•l «iJ 1311 \ � J \ 43 :ay r n �Lo, v \ �rrLT \ r p) I 4 J to 44 v _ r- \ 46 I res) �a�J• m� » 6+0)\ 0103 ��9 i \ i o 45 S.W. in a i N\/ � / Oma \ ♦ 0 ±Cnl�l C` 17 J w MI UNDERGROUND - PHONE C, WATER - F-54 j w SEWC I ,1 J1 1,1 OI: Ti(-ARD E a r POWER , ^3 C--4 pHnNr .�1 � j•(.r•!-- r OTHER pp _ 1 �M1 CODE yY_23;1,g LIAINTOORPROTECTEDDY [7RBCTI►IRR WANOOtf 1 W Z PRE53Up_-RATING & X-RAY ----- 1 O 7 U a. TEST pRrSSURE_l (.:f _lFS10 M.A O P._ INS)AL.L MAIN_-'— TPST DURATION_ IU 61lil- NORMAL r„A 10989 Z ANANDON MAIN.w____119111 —FEET OF... WELDS TO OR R-RAYNO_('J_11 F�l A' RGNO [I INSULATTIKIN DESION PRESSURRr 1 I SOND NSULATR R. TIE-IN AT...�_ _ _..__— �_ Au rN APPROVED__.. ate..- •-__._ _ ,__ MUS IrcIAL TIiLt W F III STALL I_L.ANOOv.: ...�__S1.BOE:,[7 lA SONO SERVICE Tre, C WCII APPI/OV►L.+Lf � 111 I ♦Siici, !_ �.1' ._,.1� �ir•�7`.LIttINdR��-O�� b[ NO. AVAI SCALE ^._�I�[ • TYPF COATINGS. PIP/ i. FE_E' OINt7i..____....L �•' IN%TAL.I.OF RVICR T OF_._._-_�INSTALL- ANODES: UA F PLAT7110 DRAWNSYJ�I �'Y If• I.). •L.1. UATE 91r;Nfn INi,ull en MAIN _ —._httt Oh—�.'1 - -- �h[tT DRI .._ _. .._. _._ --- MEA9URFD MY ALIANI)ONFD MAIN. ._ ._..—___ht[T OF .__'I _,_.hE[T O/ - - -' STA Kkn- NY W .L-M---N--AP O J 4_ f I KUNORD H INSULATKOTIRAN AT._ - ---- --- - -•--.�--I—A' IT II NnNDFO UINSIILAttD TIE-IN AT___._..._..__ —_ •_ MAIN WORK OROqR NO=.Q//_--�.1_I�._..�.- ...___._ r INSTALLED. ANODES,_.._ff.BOX: H RONDNO SERVICE T SC COCK "RVICt WORK OPORR NOs em, 2 ITPrCOArINn4 htht....._. .JOINTS..__.. ..FITTINOi..__._.�. AUDR[RS__,1.fA'1'_Y.11,—..`.PALT�}��\�,,,►_ND INSTALLrO SE"VIC[._.�._._._h[[T OF__._..'INSTALLED-—._ANODES Kl;TWEEN��_��.7. N�1,� L11�Tr_-l-L"�L.'f UATY COM"_TKO__._._./___../_._910NEb-.____-_- CDUNr,_yb1�.5. ' r.Ll_ CITU_-. _ tRfw lfwa A1C 4A SEC.^�►l� t ,» (`AI ..W.M. wwirr Ann,/InNAL IN►ORMAf10N ON fNfTCNI 1VL J YT1 DATE-- - — ---- -- NAME___. ADDRESS--12395 PHONE 6�Q 117'1 -_-- ----PROMISED---- --- REMARKS WORK TO BE DONE - -----Lahar_s.IId_.IIIB - sub-division. MECHANIC DATE OUT IN NRS. TRIP! PRICE MILES TOTAL PERMIT FOR—._ _ - _ \ AMOUNT :'eptember 19, 1977 Jackson-Gotter P.O. Box 23023 Tigard, Oregon 97223 te: Pathfinder #2 Geri L.iome,n: In response to your request for "final" inspection of public im- provements in the above referenced project, the following listing summarizes all deficiencies that must be corrected and/or com- pleted prior to finni acceptance by the City, to wit: 1. Manhol 'l (sanitary .",ewer) requires trimming of pipe which intrudes into the mnnhole and, also raising of the rim up to ground level . 2. Manhole #' needs cleaning and, also the base grouted to stop Infiltration. 3. llriveway apro„s installed 1 Hailbox cluster instAllec L,517 ''treetlight installed -6. A ons inch glass "(1111 A.C. overlay. 7. Maintenance bond submitted to the City. a Item numbers 1, 2, 4 and 5 roust be completes' before our office can recommend tentative acceptance tr t'le �^ouncil; Items number 3 and 6 can be completed during the maintenance period (ie. , After tentative acceptance) . Item number 7 is resolved by your letter dated August 2, 1977, which expresses ,your desire to continue the existing performance bons'd in full force and effect throughouti the maintenance period in lieu of submitting a separate maintenance bond. Please let us know when item numbers 1 , 2, 4 and 5 are completed. Upon satisfactory inspection thereof, we will prepare n resolution recommending acceptance of the project (sub,lect to the averl+ay and maintenance period. ) Yours truly, J.B. Hagman Supt. Fngr. iv. i 1/ JACKSON-GOT`I'ER P. 0. sox 23023 Tigard, Oregon 97223 August 2, 1977 Mr. John S. Hagman Superintendent Engineering Division „ City of Ti;ard Tiganlo Oro;on X77?3 Dear Sirs REs PATHFIND::H No. 2 Subdivision H.;,V,L3T: For final inspection or a,forementien3d sub division and .acceptsnca or `.he colPliance agr.9ement. 1 411, �aint.3in ,3 bond for the 3119walk and street light. Yours Very Truly, JAC:C30N-GOTT&PI By G.,�,-,�..-�c•v Partner May 40 1977 Mr. Gotter & Mr. Jackson P_;,. Box 23023 Tigard, Oregon 97223 Re: Pathf i.ider No. 2 Subdivisic a Geatlemen: This is to confirm that the following public improvements have been installed in the afo:mentioned subdivision aP required by the City, tc wit: 1. Paved Street 2. Concrete Curb (e) 3. Storm Sewer System 4. Sanitary Sewer System I trust this brief letter will serve your needs. Yours very truly, John S. Hagman Superintendent Engineering Division JSH%pr . cc: Oregon State Real Fstate Division (enclosed) �I'1 City of Tigard vc- NSPECTION REQUEST for INSPECTION TIME . 6 4" PERMIT NO. : DATE: 1)'-/ DATE ISSUED : I Z OWNERS NAME : - ADDRESS: .�'��`� +l r "►��k�L �� CONTRACTOR : TEST : Air ❑, Woter❑ , Visual i, Laboratory ❑ RESULT: Approved Disapproved C Pending ❑ SKETCH: 77 4, . INSPECTOR DATE COTE: Attach suppiemeniof fest data beret!] City of Tigard INSPECTION REQUEST for INSPECTION TIME: PERMIT NO. : ' DATE: 2 DATE ISSUED : Z OWNERS NAME : 7 ��—�— A D D R E S S: CONTRACTOR : --TEST : Air p, Water[] Visual �, Laboratory ❑ RESULT: Approved , Disapproved 0 , Pending ❑ SKETCH: INSPECTOR ATE COTE Attach suc,wementnl test (into herf!t(j) 0m%AV��mmA �(s FILE COPY City of Tigard INSPECTION REQUEST for 8J1A59 ► -CC K- INSPECTION TIME: . � 02 ' PERMIT NO. : DATE: _� /ll r`I7 DATE ISSUED . Z OWNERS NAME : ADDRESS: _ - -'0 z-- i� CONTRACTOR : ��t � ► 1 rE ST : Air E), Water Q , Visual it Laboratory p RESULT: Approved C]r 6isopprovedY� Pending SKETCH: t�f`L z�H'�►� CSS 2 Af)IjI'Sj �. L INSPECTOR DATE FrTE Attach supplementnl test data beret!] 1 'k 0/- Portland Gencaral E Brie Company �Uy'/�,1 WESTERN DIVISION "'V 14655 SW OLD SCHOLLS FERRY ROAD 6EAVERTON,OREGON 97005 6435454 Date Feb. 17, 1977 Gentlemen: Re: Pathfinder II _ Attached is our proposal for providing undorground electric service to tie above , mentioned subdivision. Our preliminary investigations suggest that this J)roposal is comparable with existing and/or proposed project and utility construction, how- ever, it there are conflicts with your existing or proposed installation, please contact me at your earliest convenience in order that the plans may be modif±.ed. Very truly yours, Jerre Arnold Estimator Job No. <,6302 Copies to: 1 Tigard Water District - 639-1554 8841 S.W. Commercial St. , Tigard, OR 97223 Attn: Robert Santee 1, City of Tigard - 639-4171 City Engineer, 12.420 S.W. Main St. , Tigard, OR 97223 1 City of Tualatin - 638-e891 City Engineer, 18880 S.'... 80th Avenue Tualatin, Olt 97062 1 City of Sherwood - 625•-7377 90 N.W. Park Avenue, Sherwood, OR 97140 1. City of Newberg - 538-4712 City Engineer, 414 E. First St. , Newberg, OR 97132 Attn: Jim Nims 2 Yamhill County - 472-9371 Road Department, County Courthouse McMinnville, OR 97128 3 Marion County - 588-5036 Marion County Dept, of Public Works, Salem,OR 97301 Attn: Claude Fallin 2 Clackamas County - 655-8521 Clackamas Co. Engineer Dept:. , 940 Warne Milne Rd. Oregon City, OR 97045 Attn: Tat 1 Wilsonville - 638-8565 C'ty Engineer, Rt. 1, Box 4, Wilsonville, OR 97070 Attn: Bob Hill. 2 State Highway - 653-3099 Right of Way, P. 0. Box 02157, Portland, OR 97292 Attn: Ted Inlos 2 N.W. Natural Gas - 226-4211 123 N.W. Flanders, Portland, OR 97209 Attn: D.W. Mills 2 City of Dundee P. 0. Box 201, Dundee, OR 97115 i X _ • J3 -.9�� a 7 Y 1� a ul H I� or I� t) � ZW Li � t ,�- 0 a �, CL 1 co in s a cA ciLY ;? ►r a i O .1 Z �... g J (P W w Q y ,j i ty 0 U 7 d f., ,�� u� WUl � r ,,, v 9 z Q o d� U m N, r U o , 7 Q t Lv ,�a v r J w F > Ld CL ce uJ �z u a tP " a W W Wly r 0 � Z r� Z i � Q � Q r w p J ui n a J '� Z 3 ,u Z d of ta, W Oj uj r << m _► n 7 r r t a lw J Id Y tl �- LL 4 • �,�a � I I Q > Q u 4 1 W r � � t I City of Tigard - P �R= � I INSPECTION REQUEST for I INSPECT?UN TIME: ' PERMIT NO. :__ DATE: _/% / / DATE ISSUED .__ / _ OWNERS NAME : ADDRESS: CONTRACTOR : TEST : Air ❑, Woter❑ , visualLaborator I yU RESULT: Approved , Disapproved CI Pending 0 SKETCH. �r', J. r I I INSPECTOR DATE ENO TE Attach euppiemental reef data berete7 t n 7L r v O �n b O IIP 111111111111 ITIVIIIII 77rT'-' M O YT° oi 0 v la• c:, O O M N N L. O O L 'H v 71 C � R � Y x S 8 O O O O O YOi k N O — Z O 0 o rn m r ,o +o ♦ Rs w v o of n: .� K: .r d a - 6 0 o a d d a o L o a 1. O < <v O o .�. oY O r. C 8 0o _ o O o o O O N N n O fY 1- �Wl�llll�lllllllll`Illllllll�llllil!Il�lllllllllllhhldfld�llhli�ll�lllilllil�l�l�l�lll�lilil��l�I. I. I.�, I � I � I l l � � i l � l i�� 'Q � J V � a yt 1_�I 3 W � � J NOD 1 U 7 W 2 J V O � O Q O v \ U O U `.� — In � li W W W , .� M O f~/1 fn Cf� O r Z N a N _ ~\� W _ w Z 7 f V p W Q N IrW x N m w w ► W U O O ZO J N ~ � J U _ W N 'O 1— y P.CCEDURE FOR COWIJ'-TIM 1, Clean pipe to be tested by propelling snug fitting i.nflatcd rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs , Brace each plt;g securely. 3. If the pipe to be tested is submerged in ground wa'ser, MlFert a pipe 1•,roh'? by Loring or jetting, intc the backfill material aijacc-rit tc the center ')f the pipe, sod determine tht-2 pressure in the probe wheu al. passes slowl, through it. This is the bark pressure due to ground w.,te►. submergence ovWr the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the ,nternal air pressure is raised to 4.0 psig. 5. '.necl; exposed pipe and plugs for abnormal leakage by coating with a so'-1p +olution. If any failures aro )bserved, bleed off air and make necessary repairs, 6. AfLer an internal pressure of 4.0 psig is obtained, allow at Least. two minutr:; Er air temperature to taLilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air suppiy. 8. When pres.,ure decreases to s.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.'_i psig. 'i';.i, time interval should teen be compared with the time required in seconds as compu :ed on rever.sc side of sheet. 9. List size and l.engt.h OL all portions of pipe unr?nr test in !o one sh-mm on reverse side of Lheet, 10. 8y use of nomograph, compute K a.id C. Uae nce,'ss r.; an•i :,, r:. i and enter these values in the table on revcrse side of sheet. 11. Acid all values of K and all values of C lc-,- ,i:'4te tiuder tzst. 12. If the total of all C v clues is less than c t.a.' cnfor the ::otFl cA. . ,1 K values into the space for "Tity,, Required ir. Secor•d.i " 13. If the total of all C values is greater than one, divide thi t:J _ values, by the total of. all C values, to gat tq. Tc maks. this ?•,� f the nomograph, use scaleE C and K, arid read tu. QT Fill I I IIII III Il III1III n m M � N N i? a �a JI b C' C Y �,. �' o Y r' C b ! M N a ♦ 04 C n Y v ••1 .I Y F •"r,777• mill III mem., rtRn o � d 0 d d d d d N rw c o � IL10, cD U -I x 0 Z r F- 0 C 8 o u o 0 po p o 0 0 0 fly fp. O N O M N N Ml O p W 0 UJ LL' H j �WIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111Itl�1�4hhldlilillililil�I�1�I�I�IiI�IiI�I�I�I�I�I�I�I,I� I � I � I � I il � I i l i I � I h'- a } 3 1- C w N 4C cctn 2 O \ J M N r� o m W Q O O C z w Z J a a ` V O N h O n Now y x v 1 I < t] s ra 11J X11 Ir w a W C3 O 71 IL W 49 to _ •� to a V pW I t� MW w ff jWo t i PPC,E[)j RE FOR CONDUCTING ACCEi t-..;CE T ;ST i 1. Clean pipe to be. tested by propelling snug fitting 1.nflated rubber ball thrc-Qh the pipe %with water. 2. Plug all pipe outlets with suitahle test plugs, B -ace each plt,g securely. 3. If the pipe to be tested is submerged in ground water, iuso•rt e pipe rrohf2 by Loring or jetting, into the backfill material aijacF!nt tc the center -)f +hi pipe, and determine th-� pressure in the probe wheu ni, passes slowl• through it. This is the ba( k pressure clue to ground water submergence over rhe end of the probe. All gaiige pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the :i.ntternal air prejsure is rai-.ed to 4.0 psig. 5. -.heel: exposed pipe yin,] plugs fcr abnormal leakage by coating wit h a so ,p solution. If any failurrs ar )bgerved, bleed off air and make necessary repairs. 6. Afl_er an internal p;:essure of 4.0 psig is obtained, allow at least two minute. ; f..r air temperature to stal.ilize, adding only the amount of lit is luirod to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pres:;ure decreases to 3.5 psig, start stopwat..ti. Determine the time in sr.conds that is regvi.red for the internal air pressure to reach 1. 5 psig. time interval should then be compared with the time required in second,3 as compo .ed on reverse side of sheet. 9. List Eizi and length of all portions of pipe unr.'-:r tc: t in �. oiie shown on reverse side of �hF-( r 10. By use of nomograph, compute K and C. Use ^cr;:.as r_ a., :,, ,-; and enter these vales in the tabl,_ on rc -arse side of 11. Add all ialues of K and all values of ic , a:'1�e v4onr test„ 12. If the total of all C vil.ues is less than ci,e, 'miter the total c.. ,1 K villues Into the spoke for "Tii*I_ Required ir, Src.(,Aa< " 1 3. If the total of al',,. C values is greater. than one, div`de th i to'.• ; values, by the total UF ell C values, to gat t+l. Tc makc this i the nomograph, use scalev C and K, and read tc,, Is W W)0 0 0 n }G s� �. O A tS r.) In � W N n r) M L• O V f, Y.� 7 f• ryftl III • pp I � x Y 0 O O C: I� Or 0 N Q 2 !71 11 1 , 11 Ill 111PITT u c Cl OI m t+ rp in f AN r 7 N e d 0 O O C) O t? O 66 t X �. CL Q IL Ir CD < < Q 0 Y A 0 " Z • `O �J O 7 O O , a o 0 0 w a c a N N in o Qf" 111111111:II�Ilthldrhltltllll�II IIIIII IIIiIItII�III�lt it��i l�l�l��i l�l�l�l��l t II I II I U cr F- a gr 3 U 10 I r w W N �{ Q ` a O �l m ii o Z O NJ Q I \� cr c' OC-•, W I� J f ►- Y O : O W W a. �? O W c(� j W U W ' N I— JF l h i t;CCEDURE FOR CGT:, U!"TIF5 ,1'.1;1 PT.' .;E T,-,ST 1. Clean pipe to be tested by propelling snug fitting i.nflatod rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs., Brace each plug securely. 3. If tLe pipe to be tested is submerged in ground wager, i.ueert v pipe probe by Loring or jetting, into the backfill material aija:(-.nt tc. the center )f the pipe, and determine the pressure in the probe wheu ai,. pas.es slowl+ t.;irough It. This is the b"ck pressure due to ground wnter: submergence ovei the end of the probe. All gauge pressures in the test should be increased by this arnount. 4. Add air slowly to the portion of the pipe installation under test until the :i.nt:ernal air pre.�sure is raised to 4.0 psig. 5. heclr exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are abserved, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtai.nea, allow at least. two minutr:s f;.r air temperature to stal,i]izc, adding only the amount of air retJir,ad to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to �.5 psig, start stopwat-.:h. Determine the time in seconds that is required fi;r the internal air pressure to rea+:h 1..,'_i psiK. `i'.:i, time interval should then be compared wiLh the time required in second.3 as computed on reverse side of sheet. 9. Li3t sizi and length ni all portions of pipe U- '-.r test Jr., to one sh,aim on teverse side of sheet. 10. By use of nomograph, compute K and C. Use snt:ss r ani and enter these values in the table on reverse side of sweet. ll. Add all values of K ar.d all values of L ic;: p..'pe under test. 1.2. If the total of all. C values is less thou ci.+., enter the --otal ci . . l K values into the space for "'I'irT-r_ Required It, 1.3. If the tatal of all C values is greatet tL.rn one, divide th i to values, by the total of all C values, to get tq. To makr.. this '' i s the nomograph, use scnlee C and K, and reao to, mqmpqm gorJTa •, All. rCA'zH 7,C ,r FSCF'W A�?EFMEZ'_T Co %AT%v%rs rGµ, TKIS A(- ""MEI;'', mid_ `.^ . s 20th ra, of _S e r3t emL far 1976 betwar• ane C"'4' e: err Jack:son-Gott:erg_ a_ partnership consisting of Lawrence T . Jaand he reinaftet tet-,e c :N*C 7_' . an Sam�ET" =�C�bt:ti�Y; Jr , (Associatir?n) , W I T N E S S F. T H : WHEREAS, the Prt_nciral. has heretr:fore execs ted a Sub(I mision Compliance Aareenant.,witl-h respect to the ccrrestruc.tion and .irnprcvemer,t of a res_dertLal sc:bdiv.Ls4-On within, t1he City known, as �athfirLcle:rLlsi.. 2 (z,utn1c�l_ , a ccr-Y cf s:_d •screament together w:. 3 GL satd lands being attached he:,s<<a and by re zeren.c,:• -nide a. :.art and w�IE�E1.F. t,.; rrirc:r l her propnsed tc tl:e e7_t`, that there by entrusted t.: the Bank the s^..n c f " �5., X88,00_ as a cap^ pe:'formance bond to ass, :: the Z , I-, rhat. a. 'i. req,:Lr=rterts of sa-d Subdivision Cor~pliance ; rec-nent. srW . '. >•a crcper 1v a:-td cImeIv per fnrned ar•d t^ Ass'..-.re tr:a . :M•e cc'.nt .�,e.-. tzar zr.a.. . pard and al , re-q-..rerar.ts there,. : jitit.. Y rtiFEPSAS, tie Bark has ng'rke5!c_° t.^ f; t4 e! t,t:p tc a'r..d hold 3 n a tru.c carac3 ty the sum -,! S._ 15, 188.00 _ and t.C."ebi ackr:owledges c,_stodi there.f tc be herdt:o t.h_ t3=*te a-..: cr;:vislcrs cf 3aid Subdivision Com,• ; Ld.ce A.gtt�e-tc!?t 3s hsrccL^ at_ac-had, and t is desired hereby to set foo cn a-.c def-, rr- tKe cond.tti.or.s applicable to s td ca3h br_---, NOW, THEPEFORE, if the PrinciLat shall faithfully observe and timely con?;ly 'Nit: ali requLre"Herts of saLd leuIc-divicirn Cornp;,i.a11Lt! Agreement And al: ord.:.nances and regulations applicable to said sut;d_v:si.on* and if the Prtncipa! shaLL we.: and tr .iy perform all matters and things undertaken thereby and hereby to be perfr;r;ned a,-,d shall prcmpt.ly matte payment tc all tersor.s supply ;.ng labor or oater.ial for any presecutici of the work, and if the Principal shall not -er-nit any' lien or cL- :Am r_r t,-. f"ii:s : c: trosecuted against the City on account c:: anv lab-.r. •:)r -nater La; furnished, and if the Frtncipal ;.ail ~:amjft.y' ray at contrit-t--ons or amounts dee thtp State InJus :•ia: Fc _Ldent Fund and the State d:-d 4ha1 i p:�r.,rrti.y as due :Hake r.t to the r-eL _-rin . cc-rat ass!+r. _jtion . _ corporat'..on ieC tt1era,t. C.:' th0C ^: .m rf, t.:n:d t[1 hartF_t2 "9, 320 and 510 0.I' • S. CA shaL . r ;n r. . oy c.: n: iy w 1 w.Lt'r.hoIdLne and raymr.ent. .eq.� ► . r�_• ra _. C:��'l;�' �:. s 316, 162 to 316. 212 C. R. S. WLtr r+_sr�act tri •ne ci`• : , 2'_�tl"�P. �: tlx�" at. 9�Vrce. then upor, !.ull cc,nrteticr. r' f Al .'�� 3n-.v, tme f.`.i ev_, CI...r'e sat.Lstactcry 'r: the C. ty th.., .� , rivq<, trpment» r_ r,,•., f h,!Va hs-en f,,Ifilled, -and : :" tre t r7 `c inn! s0ia. t exoK :tJt_e arn rl-'t,.vor to the C; .Z the Matr•'.e.r,arcti. (3:-.r•i: des,r 1I"';:1 ;fi n•d :r: CORtFila":cP- Agr E!ment, tt.en the Pan;, avail thar•e•:, .r:; rete :s.-. to tt-, trLnc: ;..a: the sal<, cz.sh bcr►a deco s .t + ' _IAT£ OF OREGON ) as. C'.m ty of _ ) On this day o �_— , 19__, before me appeared ___—_-- —-----— and both to me personally known who, ei.ng duly sworn, did say that he, the said _ is the Ma r, and she, the said is the Recorder of the CITY OF TIGARD, municipal corporation and the said and — — aknowledged the said instrument, to be the free act and deed of said municipal rporation. IN WITNESS WHEREOF, I have hereunto set my hand d affixed my official seal, this the day and year in this my certificate first writte Notary Public For 0 on My Cotnnission Expirras SPATE OF Onr.GON ) ea. County of /On this �n2 _`da[y of 197 , before me appeared and both to me personally known whc, being duly sworn, did gay that ' e, the said is the Mayor, and she, the :aid is the Recorder of the CITY OF TIGARD, a runiclpal corporation and the said and —Opyy_e��yy/�, —_r _— aknnwledged the said instrument to be the free act and deed of said municipal corperation. i IN WITNESS WHEREOF, I hsve hereunto set my hand and affixed my official anal, this the day and year in this my certificatt first written. Nntar�—frr Oregon i My Cr.lri.<4irr Expi,tst�_(��—.� . r . FILE ("M CASH BOND ESCROW_AGRUMENT THIS AGRrFMENT, made the s20th day of _September ___, 1976 between the CTTY OF T.'GARD,�hereinafter te�,ned the °CITY'', ani Jackson Gotteria Partnershipconsisting of Lawrence T. Jackspn and hereinafter termed the I :A'�:F.RL' and SallilTS1'A'."`cTOtt Jr. hererrbftr�termed the 'SANK" (Associationj, W I_ T_ N E S S E T H : WHEREAS, tl;e Principal has heretofore executed a Subdivision Compliance Agreemert,with respect to the development, ccristruction and improvement of a residertial subriivision within the City known as 2,ith{jnder__Ko.._2....(Lots_ L.b)_._� a copy of said agreement tocether with a particular :egad de Script+.on of said ?ands being attached hereto and by reference made a part horeof- and WYEFEAE, t!a Principal has proposed to the City that there by entrusted tc the tank tl;e s.:n of a_�S.,�Q8,00 ais a cash pP:formance bond to ass,,re the City that all req,;1remerts of said Subdivi a ion C c:r.pl i ince A r eement. shat:1 be properly and timely performed arab to assure that `.he costs thereof si.a'.1 Le timely paid and all requirements -herer.f ;ret; +nd KFEAEAS, the Sank hap -,tgreEc t^ te}.L titre to and hold to a trust capacity the s lir of s__jy, 188_.00 _ ar.d hereby acknowledges custody thereof to be herd rutsusrt to the t�-.rs and trovisiors of said Subdivision Compliance Agreement as hereto attached, and it is desired hereby to set fcrt:n and define the conditions applicable to paid cash board, NOW. THEPEFGRE, if the Frincital shall faithfully observe and timely comply with all requ.ire:nerts of said Subdivision Compliance Agreement and all ordinances and regulations applicable to said subdivision. and if the Principal shall well and truly perform all matters and chinas undertaken tt,f:.reby ar.d hereby to be performed and shall ;.rc;nptly make payment to all r.er;oris supplying labor or material for any presecuticn of the work, and if the Frir.cipal shall not permit any ;len or ciaim tc be filed or prc=ecuted against the city en account of any lab:r or material furrished, and if the Principal shall r:omptly Tray all contribtt ions or amounts due the State lrdustrra: Accident fiLnd and the State I Unemployment Co^.pence.:inn Fund. and 161-811 Frr.,Tptl}• Ls due ,nake paymer;t to the pe�rscr., c,..-psrtnd-rship, aEsoc.a;:or, cr c:,rocratior entitled thereto ci the morales mer.tiotied in Chapters 27.9.320 and f 279.51.0 O.R. S. and shall prr,;,q by cc:mply with all wilhhclding and payment requiren.ants -:f Chaptera 316. i62 to 316.212 C.R. S. with respect to the rrillectirn of taxeF at. source, then upon .'u11 completion cf all wn•tk and the furr.ishir,a rf evidence setistactcry to the City that a' . r' qulrem,er.ts here•- f have teen fulfilled, and if the Principal aha.; execute and dei.vcur to the C_t.y the Maintenance Sni-I described in said F-tdivisicn ComrA mince Agreement, then the Bank snail thereuncr. :elease tc the Principal the said cash bong deposit, FROVIDELI, houe-•er, that the ob; t:st!ons hcrecf shall not appiy to any mor:ey :oar;?d or advanced to the Princiral or to any subcontractor or other T •r!41jr it the pettormance ref puny such work whether specifically .lied fol by cGr,tract r.�t othettoise. IF, however, the Pr :, . _,Ii •.�.a: . :ail to literally r.-:rrply with all req ii re.-s s ^,r r, •. c c a all the re,qu:r _, . : t - it ar•: relt,calar petfc:m the -ork in a def,.c ' .,e n.r. , r. r. trle C4ty to thN Principal and such default or raiiure continuing thereafter, the City is hereby authorized to -':,e said work performed or the requirements of the Subdivisior. Compliance Agreement brought into conformity with the terms thereof and w., th the City's ordinances and regulations, and the City shall be, and it is ho-reby, authorized to charoe the same against the entrusted cash dep: sit and the Hank agrees to pay therefrcm all amounts certified by the City to be chargeable thereto. Nothing herein contained shall be cc•nstrued to constitute acceptance by the City of any rear-•nsibility fer maintenance of the i:mprovement3 nor shall the Cit.,, by reason thereof become obligated to any person cr prozert.y owner for any loss or damage arising by reason of the mariner in which said JmFrovements were constructed. Further, the City be, and it is hereby, authorized in, addition to the foregoing, in the evert of such default on the part of the Principal to charge against said funds all cciste incurred by the City including attorney's fees .r. exacting ccmpliance therewith or herewith, and the Bank ag:eea to disburse said funds for =aid purposes upon certificaticr, thererf by tYe City. _ Upon fulfillment. of the f:regoivoi,r accordance with the terma and provisions hereof, the City agrees to furnish a certificate of release of said depcPit or such p,:rti^ns thereof as shall remain after fulfillment of the requireme;ts hereof. IN WITNESS WHEPECIF, the City under authority of resolution of its City Council has caused this agreement to be executed by its Mayor and City P.ecordar, and the Principal and the Rank have affixed their corporate eignati.res or, the day and year first hereinabove written. CITYt C,TIOr ?iGAPL_OREGO�N,_� By t �/:�d1 Mayor PyA !i ecc rder / aye STATE OF OREGON ) ) Sb. County of liashin ton ) On this 20th day of Steaiher 19_7U ^�, persr,nally appealed the above named La��Eence•_T',_,l�icl_�gb_ah.tl_ rEyeLAL �ljg ,��_ _____._^_.. and acknowledged the foregoing instrument to be their volurntary act and dr-ed. earltc fcr 0-egen My Ccs7,1ssf.n .... _ b..b'►fom�`ersarel)ylr;mrn,r' •� 3' ,. ,!is•. ,. i cc,r.`. n ar:d rers,at.:)r.s, s• .. :.ne l.:.r SGC ... b!, it is ^f,'E—by, authol:zed to charge the sa-,a a:a:r.st t!1e ec-t:,,Ett.; :a--h dep:•sit and the Sank agreas t:i -.ey the: ,n at; am:ur,t_ ce:t.E:c:, by the City tri be cha:geah'ie hers ._ ccrta,red sha:. be _:ristr.ed to constitute a_cecta•-_r bytheC:ty of a:.} reg- .,_tb::Ltl fcr maintenance of the :atr:,vf+me^its n:nr s n%:1 the cit-r by reason thereof beccme cl•ligated to ar.y pers,n cr prnwcert•y owr•e: for any less or damage arising t.y reason of the manner in which sa:d .mFrovements were cora,+.rutted. F,.r _her. ti--e City be, a;.c :t Ls hereby, autr,crLred .n add:tion to the foregoing. in thy ever.L r: sect. defac, ' or, the pa:t of the. Principa: to charge a.a:ns: va:d f_r.-z -:.:; c:=ts incurre-d by the City inc—ding attort.ey s fec� etactt^,g c-,nF:t :ance ther;;with or hetewit-K, and the Sart 3Jror-- t� d:et..r `i.zl f.nds for said purposes uc:r, cert:f«esti,: there_: ty _�E City. tlpor, fu:fof the ':r` x;:rr: .r. acccrde.nce with the term3 and pre•:is:ers herec•;, the a:, tc, fi.rnirh a certificate of release of said de;&ILL or suck _ :r- _-ns ther.erf as shat1 remain after fulfillmentof the :etqu:rer.e-._ he: . :f IN WITNESS 41Eic the _r a.th.r` v c: resotut.Lon of its City COurcC l fi ;�t..-S@.' L}.:s 5: :.-:.`1e.',L Lo b3 executed by it3 Ma,-r and City 2e- , , a-r, t!'-, and th! Bank have a£f_xed their crrp:.rat.e_ o,. the say and yt•er first hereir,ar.c.e written..- ::TY+ TrGAP6, OREGON M{i -Mayo r Ey Feccrder� pq I!vC:FAt.s I e-, r i STATE: Of OREGON ) County of Washingtn!i__-.._._.._._._._. _) On this 2Uth day of 5eLtember •——�, 19 7u—___.a personally appr-a-Nd the abnv7 namr:l and ncknowledgel the foregoing Instrument to be their voluntary act andydeod, Before me- No ry pu' IIc for 0•egcn My Commisskn ...................................................... ............... ......................... . kPO4.tome personally knn«n, who heing . duly sworn,did any that he, the s,,;-1 Ccarge..Y.:....Aale.ta......................_. ........................ isfheVicc - -. -- lstheSerMtery--.-.:-. -r..-.rr.rr-.--eFede.r,.r1...Sa,vings-and.Loan..As.:)ciation .... ...... the within named Corporation,and Chid(lie teal ai fixed to said insirbment is the corpor t ,enf of r^id Corpora. Von, end that the said instrument was signed and seat„i in hehaif o!said Corp. ration by authority of its ltunrd of Directors, and....., V.t f_IB,lrl.x .. met.•__._-__._ __,... arknow•ledJea said Instrument to he the Tree a-a and d,,ad nl atiil Corporation. nil TESriMONy WHF''RF0P, /have hereernto set my hand and alfixed MY off:"lnf (the do rad evear fast above written, � p Not-3-Public for Orejen. SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the 20th day of Senterwer , 1976 between the CITY OF TICARD, a municipality of Oregon, hereinafter termed the "City", and Jacl;son-Cotter, a nartnershin consistin�� of LaT:Jrcnce T . Jac:son and _ P Co`tPr. Jr . hereinafter termed "Petitioner". W I T N E S S E T H : WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as _ Ratlifi-der Na, _2.Lots located in Section 3, Tovinslt� 2 Soutli, 12ange 1. Uest Willi.Lm-itte Meridian, Washington County, Oregon; and WHEREAS, the City of Tigard Subdi.vIsion Ordinance requires the subdivider to install streets, sidewalks, street lights, storm se.rers, sanLtary sewers, underground atilitie; and other public facilities for the dev..lopment and requires the payment of fees; and WHEREAS, the City has approved and adopted the standard specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sEw:acs prepared by professional engineers for subdivision development; and WHEREAS, the publi.c improvements rr.quired to be constructed or placFd in peti.t:ioner'n dcveloprcent are incomplete, but petitiot,er has nonetheless requested the City to permit. progressive occupancy and use of property in the subdivision, and the par. tLes desire hereby tc protect the public interest generally and prospective purchasers of Lots in said subdtvision by legally enforceable assurances that the public improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the forEgoing prentlses and the covenants and agree!r nts to be kept and performed by the Petitioner and Its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with the development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not latFr than two (2) years from the date of this agreement, and Petitioner is hereby bound to comply with all subdivlsLon standards as set forth in said Subdivision Ordinance :and the standard specifications adopted by the City of Tigard, or as may be otherwise spproved t-, the Public Wcrks Department and to use ortly such material and to follow such dr5i;;nc as may be requi.red to conform thereto. 0E �l�Ih�AL PEQFoRNAUQ Qyt�J`i� tRrf 0 (2) To assure compliance with the City's r rements aVd the provisions hereof., / Patitiorer tenders herewith to the City a sure, bond in form approved by the City, wit', li3i:ility in the amount of $_ 15' 138 .00 a copy whereof is hereto attachsd and by thi^ reference made a part hereof, �- (3) In the event that Petitioner shall fail, neglect or refuse to proceed with tl,e work. in an orderly and progressive manner to assure completion within the time iT.itc, ap:n ten (10) days' notice by the City to Petitin-ter and Petitioner's sureties, t,d .tur.h d .fa.:Lt end failure to proceed continuLng thereafter, the City may at its ptic- ?d to have the work crrr:pLeted and charge the co9ts thereof against PetLtioner itid F,�t'.tion-r's suraties and in the event same be not paid, to bring an action on the : _d bond t* r=cover the amount thereof. In the Event such action be brought, Petitioner d P-tittoaer's sureties promise and agree to pay, in addition to the amounts accruing seal allcwa�,l=, such sum as the court shall adjudge reasonable as attorney's fees and costs incurrsd Gf•: C .ty, both in the Trial Court and Appellate Court, if any, or the City -ay, at it3 option, bring proceedings to enforce a5alnst the Peti.tlon er and/or Petitioner's 't.reties vp;c.1fic performance of the contract and compliance with the subdivision standard: :,nA crdinance.s of the City of Tigard, and in such ev_nt, in like manner, the City s!'31i b:- r•;r.titled to recover such sum as thn court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Court and Appellate Court, if any. (=) P ricioner, concurrent with the execution hereof, has deposited with the City in amount _.timated to equal rental and maintenance fees with respect to the street llghtinq fa,.ilities within SECTION 1 of the subdivision, according to Portland General Electric Schedule #91, Option B, together with a further sum equal to the estimated cost of providirg electrical energy to energize the street lighting facilities for a period ,f two (2) years from the date of initial energizi.ng of said lights. Said amount --ztiL�s $ 66 .96 (5) ThS City agrees to make and provide perl.udic and final inspections and in the pity's judirent are necessary to assure compliance herewith, in consideration whereof. h� Petit.ener has paid prescribed inspection fees. (6) Th, City agrees to install street identification and traffic signs within �:ne said a.`divist.on, in consideration of payment in the amount of $ NA (7) At ,such time a all public improvements except. sidewalks and stree'. trees :within trs subdivislt?n have been completed in accordance with t%e City's requirements. Phtittoner 0-311 notify the City of the readiness for final in-pectioo aid upon c,rttfic.4tLon ty the Department of Public Works that all requirements of the City have raervto t, tna Petitioner will submi.t to the City a gond and sufficient maintenance bond" if not alr=ady provided with the performance bond, form approved by the City in the to p!:ovide for corLer_tion of any defective work or main t.mance b_cr_:mins apparent or arising within one (1) year after final acceptance of. the public irrproveM!!tuts by the City. (9) Uprn receipt of certification by the Department of Public Works that all r�qul.r.err--nts l-av,�: been met and a One Year Maintprwance Bond, the City Council agrees tr, accept tl.: p_blic improvements, subject to the requirements for: correction of '. Hciencl_s and maintenance for a period of one year as heteinabove set forth. (9) That in addition to or supplementary of the requi.rerent. of the City's S•ibdivisL�in Ord'Inanee and the provisions h?reoE, Petitioner binds itself to conform to the foi.towing requirements, scheduling and '_i.nitations: u. NoniL of the Lots of petitioner's subdivision as abo%-2 d_scribed may be occupied for rwraid:ntii! purposes until an occupancy permit is issued under authority of the City and ro orr.,_pancy permit shall be 'ssued prior to the acceptance of the subdt.visl.on ^.d to ti :. t1T- that the sidewalk paralleling the street for each developed lot pro- pos,,-id to ` � oc-..-pled, is installed as a part of the development; provided that all -: id--.walk : .i , r:;;•:ired bv the plans and subdivision code shall be installed throughout said 'dtziu n)t later than 3 ye,irs from t'le date of this Subdivision Improvement Contract. T)Ro 1; K _T At� ��Y rA '01�-QNQCE L o1Je -1• R�,��R Ev�E.I.aT e b, All land-caping trees on that portion of tach lot batween the public sidewalks and the cirb (parking area) as required, shall be planned and in place prior to final trspection ar.d issuance of occupancy permit for each such lot in the subdivision. Provided that firal inspection and applicant for occupancy ptr!7.11t occurs within any calendar month for^i O(.tob;r to April of any year, such plantings may be deferred until the next fuilowing growing season. In any event, all landscaping trees in all areas ".all b%i planted and in place within the entire aabdivision within three (3) years fcom the date of this :ubdivislon improvement contract. C. Wit-iin ona (1) year of acceptance of the public irrprovE:--,its the petitioner agree:� tc place a one (1) inch asphaltic concrete Class "C" overlay on 311 roads aitI.An the development. d. Compliance with all terms and provisions specified tberetofor said subdivision ii-v.elr�pment by the Council and the Planning Commission of the City of Tigard, Oregon, .regard to variances allowed from the subdivision ordinanc,a, conditions specified by the oce c,se classification and, also, on the approved plat (s) and plan (s). (10) The. parties hereto hereby adopt the form of performance bond, copy whereof is -reto attached aad by reference made a part here-of, and pWtitionFr agrees to cause t.., have: said bond executed and filed with the City concurrently with the execution of 'Ms agreement at or prior to the time this agreement is execut.d on behalf of the City. (11) The specific requirements of Paragraph 9 hereuf shall for all purposes be inclidrd a�, a part of the obligation secured by the aforesaid pLrfcrmance bond and City shall be entitled to recourse 01cr.eto in the event cf d-fault on the part ;f the P,.ti.tionar with respect to .;ny requirement thereof, IN WITNESS WHEREOF', Patitinner acting by and through its duly authorized indersigr.ed officers pursuant to resolution of its Board of Directors has caused this agreement to be Executed, and the City acting pursuant tc re�3olution of its Council adupuid at a meeting thereof duly and regularly held on the _g ,7 day .f _ 5&A4 'h,, , 19�` has cau=e~d this agrFer..pnt to t,e executed by its *-yor and R,ccrd r. \ THF CITY OF TIGARD, OREGON R: �f 7 r Mayor. By Rc:co der �� FILE COPY ' SUBDIVISION COMPLIANCE AGREEMENT IMS AGRFEMENT Gated the 20th day of AtptemlZer , 1976 bets n 111' OF TICARD, a municipality of Oregon, hereinafter termed the "Ci Ly", rand sr,n—Gotter, a nartnership consisting of Lawrence T. ,Tact son and _ :_ei_g__rfli tmr. Jr. hereinafter termed "Petitioner". W I T N E S S E T H t „F'1RFAS, Petitioner has applied to the City for approval for filing in Washington a _A,d:vision plat known as Pathfif,der No. 2 (Lots d i.n Section 3 Township 2 Sr,uth, Ranr;e 1 best „, rt Meridian, Washington County, Oregon; and .Nt+i.REAS, the City of Tigard Subdivision Ordinance requires the subdivider to 11 streets, sidewalks, street lights, :Corm sewers, sanitary sewers, underground .• 111tirs and other public facilities for the development and requires the payment of :uui W0VREAS, the City has approved and adopted the standard specifications for Public „ ,r1 = ( ,nstruction by APWA Oregon Chapter and the Unified Sewerage specifications for the t ,i. =+wrrs prepared by professional engineers for subdivision devel-)pment; and Wilt-REAS, the public improvements required to be constructed or placed it: petitioner's ;•• ent ate incompletet but petitioner has nonetheless requested the City to permit ir <<ivv occupancy and use of property in the subdivision, and the parties desire 1 to protect the public interest generally and prospect.ve purchasers of lots in ;Ldivision by legally enforr,.able assurances that the public improvements will be I d as required and completed within the time hereinafter set forth. `oW, •i'iEREFORE, in consideration of the foregoing premises and the covenants and . rets to be kapt and performed by the Petitioner and its sureties) IT IS HEREBY 0 AS 1`011.OWS. ( 1) P� tit•ioner shall proceed with the development., with the intent and purpose to ; 1- t,. all public improvements except sidewalks A,.; street trees of said subdivision !.+t -r than two (2) years from the data of this agreement, and Petitioner is hereby ri,r:ply with All su',division standards as set forth in said Subdivision Ordinance tir,dard specifications adopted by the City of Tigard, or as may be otherwise r (I ,by the Public Works Department and to use only such material and to follow sl6n�, as may be required to conform thereto. (2) To .:,S-;urC compliance with the City's requirements and the provisions hereof, --r t(• rlr:'.rs herewith to the City a surety bond in forth approved by the City, I ,t.i 1 l ty in the a-:c)unt of $_ 15, 1 g8 a ropy whereof Is hereto d ,,••d by this reference made a part hurent. 1-+ the event that Petitioner shall fail, neglect or refuse to proceed with K n an orderly andt,rogresslve :tanner to assure completion wl.thin the time tic-n (10) daysl notice by the City to Petitioner and P.atitionet's sureties, fa.>1t and failure to proceed continuing, thereafter, the City may at its to have the work"iplet.ed and charge the costs tht:reof against Petitioner I tt ;•. %r r sureties and in the event same be not peed, to bring an action on the X. Ail aTp +.. •...�-sir. 4 � JY +YIW L or +� ' d ' ^n.d to recover the amount thereof, In the event such action be brought, Petitioner d PRtionet's sureties promise and agree to pay, in addition to the amounts accruing I ,,,d a' wable, such sum as the court shall adjudge reasonable as attorney's foes and costs '1(of ty tl•le City, both in the Trial Court and Appellate Court, if any, or the City A;, its option, bring proceedings to enforce against the Petitioner and/or Petitioner's ti =prcific performance of the contract and compliance with the subdivision :ndards and ordinances of the City of Tigard, and in such event, in like manner, the ! :t, :' ill be entitled t., recover such sum as the court shall adjudge reasonable as and r tr-c City's Attorney's fees and costs, both in the Trial Court and Appellate Court, (4) Pr titione.r, concurrent with the execution hereof, has deposited with the City r. al••c•unt estimated to equal rental and maintenance fees with respect to the street li.ht:ng facilities within SECTION : of the subdivision, according to Portland General llcetric Schedule 491, Option B, together with a further sum equal to the estimated cost ,•f pruviding electrical energy to energize the street lighting facilities fur a period ,,f two (2) years from the date of initial energizing of said lights. Said amount ins $ 66.96 (5) The City agrees to make and provide periodic and final inspections and in the !.sty's Judgment are necessary to assure compliance herewith, .n consideration whereof the- Petitioner has paid prescribed inspection fees. (6) The. City agrees to install street Identification .-T-d traffic signs within rr. ,aid s,hdiviston, in consideration of payment in the amount of $ NA (7) At such time as all public improvements except sidewalks and street trees w,thln the subdivision have been completed in accordance with the City's requirements. I• titioner shall notify the City of the readiness for final inspection and upon rtlftcatiun by the Department of Public Works that all requirements of the City have rn ret, the Petitioner will submit to the City a good and sufficient maintenance bond, f c t nlrr:ady provided with the performance bond, form approved by the City in the m of $ 7,594.00 _ to provide for correction of any defective work or main- nince T«turtling apparent or arising within one (1) year after final acceptance of the hlit improvements by the City. ` I (5) 4prn receipt of certification by the Department of Public Works that all .Iu"rorn•nts have been met and a One Year Maintenance Bond, the City Council agrees i,t,�pt the public improvements, subject to the requirements for correction of i firiencics and r-aintenance foi a period of one year as hereinabove set forth. (U) That in addition to or suppleT.-ntary of the requiier,,-nts of the City's dt .islon Ordinance and the provisions hereof, Petitioner binds itself to conform th- following requirements, scheduling and limit,itionst a. M1,ne of the Lots of petitioner's subdivision as above described may be occ pied + -,r 1, rid:ntial. purposes until an occupancy permit Is issued under authority of the t I •rd no occtpancy pertnit shall be Issued prior to the acceptance of the subdi,,iaiou ` tr ttt tirn!� that the sidewalk paralleling the street for each developed lot pro- i d to `,« occupied, is installed as a part of the developments provided that all I wall, as tsgt:ired by the plans and subdivision code shall be installed throughout said J;, 'sion not later than 3 yr_ars from the date of this Subdivision Improvement Contract. 3 1 -2• b JyU 1 ty l ill:u .. Q ., 'nl �.• 'Itr' rt�Mrrc'. !r, � a: s.liw,16 '' Pi wW l& 44ik4�dw7�.d� nYc(t�Nrr a I r �'- 4�W!11T.rsui!+wltF Iry +� I i_ it I Tn 1. j ,,. � y t All landscaping trees on that portion of tac-, lot between the pt:blie'sidewalks ihr c,,rb (parking area) as required, shall be plr• •ted and in place prior to final 1,,,. tic,n and issuance of occupancy permit for each uch lot in the subdivision, I' •, Id d that final inspection and applicant for occul, ncy permit occurs within any i1Ar -,onth forts October to April of any year, such plantings may be deferred until ! ,_xt fullo,ring growing scason. In any event, all landscaping trees in all areas 11 ' : planted and in place within the entire sul,division within three (3) years tl• data of this subdivision improvement contract. Wit-,.a one (1) year of acceptance of the public improvr_ments the petitioner tr place a one (1) inch asphaltic concrete Class "C" overlay on all toads w t ii ti,. dcvs l opment, d Cumpllanct with all terms and provisions specified theretofor said subdivision tr, nt by the Council and the Planning Commission of the City of Tigard, Oregon, —d to variances allowed from the subdivision ordinance, conditions specified by the , :c classification and, also, on the approved plat (s) and plan (9). ( In) Thr. parties hereto hereby adopt the form of performance bond, copy whereof is ittarhFd and by reference made a part hereof, and petitioner agrees to cause aid bc,nd executed and filed with the Cicy concurrently with the execution of i, r-tint at or prior to the time this agreement is execuLnd on behalf of the City. U 1 ) Tns specific requirements of Paragraph 9 heteof shall for all purposes be ro l _d-d as a part of the obligation secured by the aforesaid performance bond and Iity shall be entitled to recourse thereto in the event of d---fault on the part tl , P tltiondr with respect to any requirement thereof„ I•, WIT",FSS WHEREOF, Petitioner acting by and through its duly authorized d officers pursuant to resolution of its Board of Directors has caused j nt to be executed, and the City acting pursuant to resolution of its 1 „ : 1 ,,-1, geed at a meeting thereof duly and regularly held on tie ��_ day I( 19has tau<wd this air-wtr-nt to l,c rxrcuted by its I 'Ind R-c,.rd-:t. r , BytlGt``►.t.tt:- +l�..n�1� •% 1L.-- 7 THE CJTY OF TIGARD, OREGON 00 / Mayor R,cu d- t i cr w,te • t f� iA Ije sk, G�l rpt` .y wµyr ,w w�`k „y� .. _ _ . waw.•.'.e�� ,.u��t w �...� I � tniFa i �I'PM�� - Aar 4fu�� ly i !`.ri►. tis i r t' a� a rw ri��~ ',•ki li ay__. ,• ,.. _ n+ h.. ..._ S w FONNER S T + 4 0' CURB INFORMATION ---�- / _ 04 OUTFALL 0 + 00 LINE G __-----__ -- - -- �3 r-- --- LA)y G s,Iwk+�" Sk r&,`'k a r� �, 7. 0 8 17' R 1' 1"G� 182 ,35 IE 17(p.00 I;000:J oPCr . b 45 7C 163, 6,5 L03tvH I .35 LINE 1 6N• / C4 °`' •�-o ds� R= 42 C 9011 7C 102, 96 0+ 02 5 w 33' RT -PATHFINDER STORM `' DRAIN II: 177.06 y ANITARY r- --_= by L - 185. 75 ' d 1350 TC 160.66 IM ,08 1e FG 2/7 v SEWE LINE A �.\ 1L.1NE 1 � � J e d t �7. r? ' R E SET 0 5' ABOVE II \� \ N ; , D d 25� 23 S4 3 G 7 rLT TC 179. 60 �Low PT 179. 4s 5,,�'�� = f►��' '>� J�r� f 225 0 rC 179,50 (23' from e) � 194.53 z t95 LINE 1 N,�, c) �'` TIGARD ;, y 53 h� J / �R - 28 ,.� PH,� TC 179, 75 RIM E L E v SET 0. $' ABOVE F. G, - \�' mc` 35, 87 ' ►1 MIP {fir r(. 1�U, QB TEE 0f C&A�aor 7.3'23 �.54 " L U r :, ). J ' � � 4L LINE 1 Q + oo LINE z SITE '� �� ` �, \.,-� � �� 7 T TC I6U,v0 IE 17w a7 (I z") KINc� CITY sr,4NDARO /cycze L lir[ C A/R`' RAM!? / - `, 1�!r r_�t1�t.%►+t Nl \ I S R7 $ofRA4ta7•, ,l/ `1 / pEP` � t '" L 4 3f 99 INET 3 LINE 2 \N 13,L 3FROM IE 117, 10 ' Or1oI.Jb� Iy ✓ \•� 1•.w rA GRATtE 17,9 t3 ,w vArNfiNOER A / b� VICINITY Iyl A P v-444 o N 7 $ �+ Fl+ _5A N I TA R Y SE yV E � i (2 "� � CIDNSTRUCTION N 0 T E S r-� o LINE 0 1• All 8" diameter sewer.' pipe shall be concrete !extra strength/ • P P g .� 2 �� y ,�� ° W /'/ ^\• 0p rti,F-N ASTM C14) sewer pipes with rubber gasket joints . 'tip $4 ' —"' •�•�'� � ' °..; �- O / 000, 2 . All service laterals shall be 6" diameter 'concrete pipe with � c a �; .-� 1'� ' / a minimum of 2% slope . /7' so r-4 00 q _ ---_ _ ---- __ _ _ __ y -� - ' / G _ Q uT/t/lY EM 1 SCAr� 000 O /`�, -! �% 219'x° / i� "o, j' 3 . An "S" shall be permanently marked on the vertical concrete ••p curb at each sanitary sewer lateral . 2� w ;eoo� 4. All sanitary sewer laterals that are not placed Under curb / 3 - ��0�F � 0 0 shall be marked with a 2" x 4" x 5 ' long board, buried 3k ' 1CX � 1 1yvo ' (o> 'and painted red. 1 _ / 1 � a9, 5 3 �° --- --- ' olsZFEO.11 rvfL T12FNGNIN� { S / //� 5 . Waterlines are designed by Tigard Water District . The proposed l 1-- , ---- ---- 2 Q 0 Ex Sr n,M 0+00 LINE A location or waterlines and wal:er. line appurtenances should be - - — of u ,G, uTIL,'r1I9S J(i� IE 1(09. 10 ExIsr. 12•• •454SEn4ENT / ✓ FOR GREEMwAY 'verified with the Tigard Water. Di..;trict . It shall be the E 1E 17o. so 8« %' / �/ i responsibility of the contractor to coordinate his operations i Di t d W 2" Ac CLASS C � J�rs / Tigard District to avoid interferences and F'` O I + 34P LINE A with the Ti �� ' �' \ 2" 314 0 KOCe BASE 0+00 LINE B / / insure timely construction of a17- lmproveiT:ents • ��+07,5 ¢ PATHFINDER '' 'I A // �: i / / G " 2' -0 RnC� BASE IE I72r00 8" I •5r / / ,.I 6 . Contractors shall notify the City of 'Tigard 48 hours prior to IE 172- 17 (o" E,ewer cons',Lruction . RIM ELEV 180110 Mr 3t 2G, LINE a (N/G,) i i� / / / 7 . All sanitary sewer construction shall be in conformance with the ' IE 194 4, IE rLEv sEr o,s• ABovE F.G. '. i ` / A / //// / requiretints of OtherUnified-SSewerage Agency ofWashington County. S TRLeET SFCT/ON 'o.zT E r OFD/F rla A T 0f67. 08 N SW PATHF/AIDER TO THE C/TY OF TiGAJ90 4 C.0. 0+91 LINE B / / / FO.? 6REENW,4Y 0 *97 w 20• LT FAroF1NDER / _ _ 8. All 12" , 15„ , and l.8„ storm drain pipe shall be: concrete (extra ie ru,-. 72 / / s tren th ASTM C14) sewer pipe with open joint.; , mortar top Rim Is2.ao / / ./ / � � / � j 2/3 cgrcum�ference of pipeRim 1r I II I G E N E R A L N O T E S cz ;1�/ � �/ ��' / � cJ, ��{n� F fir-.;. ��'. J•tOr wl � � •JP r ��•. � �t Y�,y� 4�t� I.�t cc�� I vi ��.:,•v�F • '/ / q)p j 1 KEY_ �. PSE. 15 V N -..� wrelE CNEu-) i �l� -- 1 . A11 stationing shall be street centerline stationing , unless Q otherw�se. noted on the tans . ` P !� �6� 1 VquL.T � NEc� ^r PLAN I _ 1 2 • Location of all existing undei ground ilities shall be the ; Q a� z responsibility of the contractor. 0 5 �0 ---- 3 . All c�onsr- -uction shalt conform to these plans and to the Q M II4 PATHFINDER WAY �P �' / �” � ° 1111 = {I} � ,1t = , =.. ) W � �� / applicable requirements of the City of Tigard Department BERM of Public Works and the Unii'ied Sewers e A enc of Washin ton ` DE TA . County. g g y o EASEMENT •,� T/ • • • • 1W' `�. FOR GRE£NWAY % NTS mark north rim of existi,-ig manhole Elevation WE-' T FAST Q ............. } ,. NEW ;... .. ..:. ..... . .......... _,.. ........... .. ............ 3 4 EX/S T I.........:........ _................ :... ;... I...... .. .. .. .... ... {.. : E ... ...... .. i' r : . . . .E• a , •.......•,.,..... .•.... , .. .. .... ... ... .. ....7. .... D .............. .. ....... ........ .._.... ..., .r.... .. ..... ... .. j ... ... ,.. ...... .... .. ....... .. .. ... ... ....,. .... .. .. .. .. ... .. .. .f .. . .. .... .. 'i .. ' 1 . ... .... .. ....... { I' .. .. .. . i ,r � .«. ............... . ; i { .... . . . i' E TIGARD : : ;. i' ... .... . 1 ,. {. .E.. i. .. ... I' i:.... .. .... .f. E .. ....... .......... .;.. . . . ....... .. .i. .. ..... . i }.... . . ....... .. i' •I• •i• ....... ....... ... .. . . ... ....... .. .. •i• .. ........s........ I '1 ....... .. .. R '{ LAS' Y ►. _......_ i' , i {. .... .. ... ,. . t. ..... �•• • } «., i t �'J�in S LF .. .. .. ........... ............ ............. .. . ..... ........ ... n^ �- IS' CP (a7 0.10 i { ;... «. .. .. .. ' ti.. _ .. {.. .. ... ; .. .... ... E• .. .... ...... ........7........ ....... .. ....... ....... ... 7 i. r. ....... .... .. ..... { .i. .. .,h .. .. ... ... ........i. ...... ... 11 _. _ G ;' L$ G i I a MUST R G nAi G puMD. ETV . ..... . .... . . . 7 E fJOR .. J� 4. i Z PL U OVA .. .. Z FIN.SH G ADE. TH _ ES� 3 i' _ 1 _ PLAN .. : . .... ... ...,... ... .. ... E' _ b' K i:..... { i i I. ...... L �. E' 7 i• j ..>�� c s ter ,< ...... ......... ......................... _ •i• .E: ....... -- I �. I' ... ..«... .. ..... .... 7' 3 .. .. ..r....... .... ... .. .. .. .......... ...............1...... ............................. ......... .. ........... ... DATE ... .... .. ....... »........... .......... I�.�.: -P N ' t .. .. .,,.. "Y c4 �.��' 0 Y AL GKOUNA l :HEii -- .. i.. . . .. ..... .. 'i' ..... .. . . o _ _ :. '. W ... i AIT i. .. . ... . t: ,... .i. .... ..... .... FIN c•,R,iutu E 'i•• ii .... ... .. . .... . . . .. _ . ... ...... e _. :I...... . i• �.� ry '1 \ d ... aYi 1 ,7 r;.... <:. . C Y� f r90 ,,� _ }' «....... i - u� 1' .i.. � .. .. . �i 1.6.0 �+' L C' O ADE .TQ DRAIN GENERA :7 ....... ....... ..... ... �•... '� .... ... .. i .p.» � G „_,_. ___...-.,l.. ... �.�T� .� O J�A LINE k 1 .... {..... LN L .. ... i........ ;. --�- ... U* ;: .. ........ .... .. i. E. . . . . ... . .. . - t C .F of 8 tc'� . .... �.. . I• L' GAS 1 CO s' ( i' i 1' 1_h ■ / r .�/� K /tat sy ..... . .. { J f' { ( 2 y�� M »... .a........... .. .... ,... ...... .... .. ... ^'war• i . .... 'I' ..... .... . , .�Q .. a •{, 7... t i J . O ” o , I � :. :. .:. .,,[ O / i . 'fin.. O 3 'tb' r' i _ A T 1 � {• 1 n :. .. !� �! s 4: � f i z •..•yam. {• •r !�. tom• i�:� E .. � ....`.fir.. ... • '..• .. .....•. ....... .. -••... .... 'ILLI" ..... ... ....... .. - s� ,A .��.. .... . ... ...... .. .. .. 1. ... .. i' 1� / J ` y (� «•• .• ... ... .... lt. i..... ... by P • . # _. . ...... i... �.. ( ry � W PATHFIN Eli �vA F a' �P 1. D V ,� ...........�...... �. .......... E E• ...... A 01 1 i .!. i. .......... ... ....... ....... ,..... ...... .. .. .. .. .. ... i .. ,.... .... ... .7. ........... .t. . ... .. .. ... .. / ` 4" 1' .. i. .. 1.. A d� u r 2 �' f . ..... '1• i ............. .... .... .... 'F.IfuISH. GAA OE .. ..... ., + ....... 1 .. .... .. ... .. .. . ! i Q m QRI P « I I GI R T P «. i ....... I :.« :......... ................... ........ 1... .... ........ «....... «.... I �-�s— 4 0 U I.�h 4 ......s.. ... { I NLSH RA.QE f 1p s _. J 'I' i. .. ... V 1 �. p ff i' o ... ............ f: ... . �{ . i........ I' ;. E. E. , .. _ .. _ r Y { a .0 �. i _ . .1 .. i' .,... A h ..... .E' ... _. . i .... R ..... . .. i ... ....... ,.. .... 1:. .... O 'E' .tea _ . . _ E S ONS e r DATE 1, _ ;' o� ..«....»... « r1t• 1 » i : ». ........... U iku I .... I i........ t\ h . .. ` +: .,,�.r► to i I........ .. ....... ...... + ... .. .... ....... ------- ... .... .. i r l O'. ✓ I STM t • , .... .. .. .... .,,.•.... ..... , . .. .J' ... .. .. .. i .. �r.. , _.. ` f }:....... E i . . } • p...l.l i �' l I ..L• .. ..�.. .. .. ... .... - «.. «... _. ; ...........« ak {... i :.L:..... I i ,� p c ... R JOB No. / E i �: 1 N 3 i � r� E �� . . v NI VCR L A rI _____ __- _ .. ..... ... .. ....... ... ....... ...... i ..... .. ....{.... ... .... .. .,. ,- DATE ✓ucv � �� 4 9 11' � I t I .S.I '1 1 {{ i' ... .. .... i ;. ... . ..... ... .r• .... r c-� o N` i ...... DRAWN ti� :, B. I + ; {' # \ .... . DE R . . A .. W ITP W •i• I . : : : - �. .,.. �' lL _. CHECKED ./AR APPROVED: WA R qOF Z SATS. < u I�III�fiiI'll III III IIIFIII►lifit 11 till II cll I�1 II'I. 11.111 I III 111 Illi rIl III III III 111 III III 1�1 IIIIII111'IIII II 1111�IIIIIIIIIIIIIIIIIIII�II111 I — _ _,......-. I I I NOTE: IF THIS MICROFILMED � L- ----�3 4 5 6�. 7 8 A 10 I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICGi-"IT IS DUE TO _]1•E QUALITY OF THE ORIGINAL 16 ^ .rt,..,/DRAW I NG. --- - - _ — OE 82 9Z 1Z 9l S? 1rZ EZ ZZ IsOZ 611 81 LI 91 51 t,I EI 21 11 UI b 0 1 9 S 1r £ Z 1 ,,,r+r'�'^ ,n1I111111111IIHIluul{ullnllllu111111,�1111u11tI11NI11uLutluullnllulll�tuI1111I1111�I111�1111II1N11111IIIIIIII11II111IINIllllllllll�llllll111�1111IIIIIIHIIItIIII1111Itf11IItI1III1111111I1111�I111IIIII�IIIIIII1111111IIII111111Wltlfill)Illllllll�lllllllllllllll�IWI11N ,.. - _ JULY �- 19 9AW r X { 40' s:�•ras-� Dp6-4t» Ps•�-w.t eel ' WIS. Co� CURB INFORMATION A ,.f Q OUTFALL 0 + 00 LINE I '� r� a �► � � 7. 08 17' Rr rC 182,35 IE 17(G.00 1 b 450 r c: 183, 5 �,� Q�.1 �''A t ` ° NH 1 1`35 LINE 1 .�� C�/.-, .4 \ \ STOR _ DR IN R` 42 C 9Q J TC 1' 2, 90 OE 02.7 w 33'�Rr PATHFINDER _ A N I T-A K_Y _ L - 185. 75 d ►35 Tc 160•ro o e 2/7 a o • \ / LINE 1 RIM ELEV SET 0.5' ABOVE F• U, SEWE LINE A � , / d = 253° 23'S4" e • 0 t67, c�8 G7' lT TC 179.64 a •l��;; �� s'Ex/sr Ural ° LOW PT. 179. 45 5U (23 from e) M-1 2t95 LINE i TIGARD \ _ s _. ',, I { 215 rc I �9, � R ' 28' 7C TC 179, 7 IE 194.53 .S RIM ELEV SET 0,5' ABOVE F,G, h , L = 35. 87 ' m 1 p Pr TC 180, 08 GAARO o D TEE 0+ 44 LINE 1 \\� \ \ A = 73 23 54 L 0 +' 6�7, p8 17 LT TC 180,00 0 17 oo LINE z SITE � C'H 4 k kXjA4P p' / l7✓ ASEMENt A IE 17x,. 87 (12") KING CITY I•s OrOS,S �'AMo f \ // U INLET 0+38 LINE 2 --Np 13' FAOM a 99 \ iF I IE 117, 10 �T �� "' p►'r 140 ��'" GRATE 178.85 AW P4rHr,(N4 � '✓�__....----._..._.�.____r VICINITY MAP � � $ 2 .5ANITARV SEWER - - -- IU •`� � � � r� C NSTRUCTION NOTES -� LINE 8 h y'• or Uv �_4.w 1 . All 8" diameter sewer' pipe shall be con (extra strength/ ASTM C14i isewer i e with rubber _ ,---` sw PATHFiNOc �! P P gasket o t s . '1•A`� a++ D ! r 3lrt O5 / 2 . All service laterals shall be 6" diameter 'co crete pipe with I ' In • s minimum :of 2/o slope . 8 _ 42 _ 25 17 B' CD / P _ _ _ _. el.__ ___10 _ � wd ttA SCALE , �, , �� J 21' ,4 1 3. An S shYll be permanently marked on the verti al concrete / U� '� 7 1976 L / �- j ` �`' �+ Q , � curb at ez.ch sanitary sewer lateral . ! a J ? �• i N t W CITY OF .TI �;! �, ,/ / �ti to �, 4. All sanit�.ry sewer laterals that are not placed un�er curb a c G�°+RD 3x\01 �� shall be Aarked with 2" x 4" x 5 ' long board, burloed 3k' Lr / and painted red. / /- 5 . Waterline) are designed Tigard Water District . The proposed I - -- 5.x `70 0 Exlsr AA-1 0+00 LINE A / ' ;' / (� CASEMENT location of waterlines an waterline appurtenances shou d be I/ -- IE 1 . 0 Exlsr 12" I / �./,. FOR CREENWAY verified with the Tigard W er District . It shall be th IE 170. 50 8 / / =/ responsibility of the contr for to coordinate his operations SwP // 2" AC/ CLASS 'C' (2 L /Frws �F G M4 I + 3f, LINE A '. with the Tigard Water Distri to avoid interferences and F 2 ' / i/4"-0 RocK BASE �µ 0+00 LINE s / / ins-ure ti ely construction of 11 improvements . 0+07,5 (t PATHFINDER / / / / (v 2"-0 ROCK BASE 4 / IE 172,00 8" I / 6 . Contractors shall notify the Cit of Tigard 48 hours prior t IE 177. 17 !�" / sewer con truction. f. RIM ELEV I80. 10 I ; / / �" � � % i O M-I 3+240 LINE A / �- i ' / �� i 7 . All sanitl�ry sewer construction sha be in .conformance with th IE '194. 80 / / i % ,, requirements of the Unified Sewerage gency of 14ashington County. STREET SECTIDAt RIM ELEV SET C,5' ggOVE F.G. / �p / 10.29 Ac r DED/CA TEDLltiori and Order No. 71-� . / ,�"' , � ' ' ro rHE c/rY aF r/6Aav / A T 0 f'6 7 08 N/ SW A,4 THF/NDER \ ® C.0. 0+91 LINE 5 i / FDR GREENWAY � ort 97 w 20' LT PATHFINDER / / /, ,' 8. All 12" , 5" , and 18" storm drain pipe' shall b.� concrete (extra IE 17};, 72 / strength A C14) , sewer pipe with openA',, oints , mortar top Rim ELEv 182,40 / ! 2/3 circumfe ce of pipe . G E N E RAL N 0 T E / \bo '� / S3M/ Sr � IA • -kC sz�e r'•GKeAA IO --- ,,� 1 . All stationing shall be street centerline stationing , unless (� otherwise noted on the plans . PLAN I 2 . Location of all existing underground utilities shall be the Q j `gyp / j ••� s '� a responsibility of the contractor . LW 5W PATHFINDER WAY ��/ / / r�� / _ _ ,,, ,,, __ _ , � ,,, ,1, > ,1, 3 . All construction shall conform to these plans and to the O / e applicable requirements of the City of Tigard Department Z s / / / of P�_blic Works � �ti , and the Unified Sewerage Agency ofWashington ton .� / , , /, . BERM DE TA/L Cou'Lty. g g- y g o �h y EASEMENT - ��\5(/fit// FOR GREENWAY r r' NTS ' h w4. Bench mark north rim of existing manhole 0. Elevation C'N WES 7' EAST _........««.«.... ...........»........................................... .................. .........:...... ... S E W O EX / T. ... .. 1 .. .... ._., ... t........... .. .... {' ».... 3 4Cr i• .. .. .... ... ... .......,4....... f� i• e, ... .... .. ... ..r.. .... ..... .. I . .. i .. i..... .. .... .. .... '1' .... .. . .. .......... ......... .......... .......... ... ...... .. y ... ....�.. a i..... . {. . .. '{' .i. ....... .... j .... :. ... ... •i• ..... .. .. . i j ! t• i {{ t' t' i........«... . 'i' i ii 4' ....... ..... . ........... .....•....... .•..,....1................ ........ ... .. .. .... «.�««.•.« .... 1..... .. .... .. ...... .. 0.... «. 1 .... .. "i ........ .. ..,.. i4 ... .. .. ....... ....... ... .. 'i' ... 4 i' ....... ......I {' .. ..... ,... .. .. ... .. .. •i• I. ... { •i• .. .. ........ ....... ... .......... 'i' ....... . . ... { .... . ... ... ...... 'i . . .. .. .. .. '4 3' .. ....... ...... ...... •i.• ...... ..., .. .i. . { i ! : }... .. i• p i { 'i' .. .,.rim.. { i i ...... .... .. ...... 'i' .. .. ....... .. «.«»»........ .d i. E {.... "t' i { i i. i' ««.. «...... I' ;' i 4 a7 0 }' Z.1XA:.:...:..:.. ..... _ 20 t i......... i• �1 t i 4........ •i• .• ....... ...... ... .. Q ....... ...... .... .... .. .. .. r I .. . i i• i. y ............i• ., .... _.. .... ... ..... ... . } f: _. 1 4 i .......... ........ .�O { •,• •{• ...... :ORI � ........... _ G NAL...G.R• UND r 0 /• �.i ZZ}} ........ --yam 1 '{ •... ..... ... ... . t• .. ....... ... ... ....... ... . N rCa P I• . ... H AAt�E• i' �l f L f. •t Q i. I...... J.... t' .... i. !� !. ,.. t ..... ... .......... ... ........i........ ....... ... .. ,.. ..i.. {.. vw 'i' ...�.... ............................... .. .... .... D fN :....... . .. . . ,�,:I:.:' 4 U S . . { 1. 6 ;. t,E S i' .! A N a' h OF.L . . . TI"l RI:O NAi.:.4ROV.,.R. , •t• .. . .. _ R i {• Z O . y.. :: . , . ... `F ISH CP '�" 'V"' .... .A OEC .4.. .... •; •i• �. i... .... .. •{• .. S P U ( W .. . 1 .... .. .. .. ... ..... . ««.... {' T i N1 Nit ! / . A iqp • _.- I ...... . ,... . ; . .:1810..:... � • L. B ... .. �G�RIIDE ..T. I' Olt .. v •r•' G�.D RAIN:... ...... .VT. TE. t { __.. h Ut. K. •t x Y i. . EE D PT, TZ' i' i. L w I' ...... ......... ......... .. Y !1 .. .. .�... .L...... ... .t .. i .. .. «.� R tl l . .G E lad..... ... t TO Q Y' .. ``' x Cl F .•. ... .. .. { .. .. '1. �:.t+-' " ^rt . t� �. i' (• 0 A . 'r N � ».......... M : :.•... . : . N ., O LE {.. »... »....» .«...»..« r E ., .. .. .. 'fes .. ..... ......... .. B i L •D t •i ... ..... ,. .... .. . ..•.. ... .. } J{ {,,�� Y 4r A. i . !�.. .. ...... RAr joy .. N .. .. .. i• T ff ., ( r A 4' .111.: ... .. 'i' ... ..... .... . .. ., I' t L;•NE.' i' �• 7 �' . Q»• r ... ..... .. ........ ... i } .. .. .. .. t t.... .,. !. .. , • .. . .. .. .. i ... ....,. .. .... .. I /�Y / . f E W i. f ''moi n h ., .... ...,. .. i .• ...... .. ... . .. ... ... . .................�..} . ... .. .. ..t r. t . ... .. ..... i Z {.. ... i.. w f' - ....... ....... .. 'l ... .. ., � nn r tk I k � L1 !!t •; ry c. r I s G. ....... .• ..., EI ISH ,,,. ,r 4 .... ... � , s.. .. . .,.. ...... ..... : f a QA. Imo. .41N• . .« L . . . • • : .• ... »...... • .�... .... ... ... A. { ... i ... ... J ... i' �' v .... .. ' ' •i• .,... .. .. . ! ei .. . .. ........ 1. { . .... r _.. i :t ., i' .i• .....•. .. .. .. 'I' E i. - S N » » E• , G �: ......• .. .. ..... .i............ Q ..... .. • .. .. ... .. .. .. i �i� .. ...... I ,. i] t h' : : ! Imo. y- r" I. .. *� s •I' .. N Yelf i Y f 5 ;!' ... . .... . .i. .. i �,. i' 0...1.1 {• i• . O •i• •36 .. «............ ..........«. ............. ............. ....�. .. ....... ....... 1 € •• .. ........1... ... ... ,. ... ! 1 ...... ... . . •. .. y� t' y .... « ... t t t........ !+.. ! I' R F .• i,' » ..... .. .. ,o� No.: 44 I'T' b Z •4 N SHE T R Z .• •. • ..... .... .....�. .....1 .... .. .. .. �' .. � DATE,1''..... ! 3 c { f •i t DRAW 'i. .I 1• A�11�/ J ... . . i t' DESIGNED R 1........ i' w W i JA „ . ; ... ii „ ... Q . CHECKED JAR{ ROVED: WAR19111111' ms��= ]OF Stirs. ,� �'� I�I e 1�1111 1111111 111 ' �� I I '1 1 I 1 1 1 11 I ` �`) 1 1 11 r 11111) 111 III III r) III III 111 III III III III III III 111 III �01 3 4 5 8 7 8 A 11 12 1 NOTE: IF THIS MICROFILMED T - DRAWING IS LESS CLEAR THAN THIS NOTICS-r-IT IS DUE TO .�•'',� QU,AtITY OF THE ORIGINAL ^ DRAWING. -- --- -- ----- - �•'"'� .,r.++w OE 6Z 9Z LZ 9Z SZ 1rZ EZ ZZ IZ OZ 81 e1 L1 91 SI bl ` ESI Z II 01 d 9 L 9 S EI--- Z II• ��" ,rr""� �t11�111111111�IIIIIIIu�11f11tutlttltlttlal�I111111t�11{IIIIII�uttlttH11t1�tnt�lutI11111111111HH1I11�t111�II1tIf1�IIII1111111�H11�1tt�4444) IIIIIIII�iII1ntRI11i1111t�i1�i11t�IfifltlN�''t'y1�IItII1111�t11111111�1111111UllUll�I111W11I1111�111111111H1�llllll _ • J U L� 11992 : r , I, i day of .,._,,,,• 19 i !, p. .awaally i • :1.ri,�d the fcregoing'insttuz:nt to be their voluntary act and deed. Before reef r Notary Public for Oregon My Commission txpirest I -A ) ts. Y J ^n iris day of \� --� 19---' parecnally Ve �.� and acknovl ged the foregoing instrument to be thele Before net i-tary Pu 1 t. of Or poa My Corrristion 2xp1test\1- .,, `4 , N �n�a`t t�rrl ci ,� iy. lrbwf''i'. MW ff 1909- er M s MW UNIFIED SEWERAGE AGENCY U.; WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 (503) 646-6621 BOARD OF C:OMMISS!ONERS Joel Wesselmsn al BURTON C.WRoorm VVI JR.,Chairman Monppr VIRGINIA DAGG Room 302 RICHARD C. HEISLER RAV MILLER ROD ROTH September 9, 1976 City of Tigard P. 0. Box 23557 12420 S. W. Main Tigard, Oregon 97223 GENTLEMEN: SUBJECT: MUTLEY ADDITION & PATHFINDER 2 2 Enclosed for your file arexOdxaoDCOt sets of the construction plans on the above-referenced projects which has been approved by this Agency and the Department of Environmental Quality. Very trullyy� yours, i Engineering Division Unified Sewerage Agency Encs. Z-41� .. DEPARTMENT OF ENVIRONMENTAL QUA.LITY Gi y 5255 Aujust 31, Ic76 Lnified Sc=,rage Agency of Woeh. Co. 158 N. First Avv:nue ;i 1lsLcre, Oregon 97123 Atte itions t<.r. Gi:.:rlcs p. Lir-bart C�::�tler:en c rx.- 5 - U.S.?,. (^-igard) we have revivvad Flans for Fropcsod ccnstruction of Fanitary Fe; •!x-m in tLe ic11CY:ina !rojectst 1. Vilt1ey Mditioi7 ^ Peethfir.-lar 2 - Ms) dotb r.re locc.'e3 vithin the ':igr.rd nynten. Vnc5e prc jccts Are 1xrcwlt.h a,pioved suL ject to t.hc _: closer! stardird T.mvitions. "_1ro cote of plrs.7s e�.uzitt.c�l for each projAct are t-inq rctxrnsd t.c:ring our ,ti*.g of pravisicnal rpi:xoval. Vcry t raly I irir�ct��r Clare-nce P. i:il?-,rick, Jr., Supnrvinor Se,ecrage Vo.rks Censtr:ction Section Vater S,*aality Civisiou ton:r1 M tKty of Tic�:-d i'=.iris �•�.,..-,a�,le fi.s;x. I,:-I i:r Atrae. , Ing. Tcttlt_�d Fs�!an --b�Q Ad ��nrhinrton Cox n:-� uatl.tZ 11 ;�t. a u� 0 . 19.t0 160 .200 C� 01 T 3VcT_. AppRovra Q 3 1 E Cl'" 1110 / ItEviSIONS 8 DATE State ,it ()Iepon i OEPARiMFNI 01 I NVIR014MMIAI 011AtM a.� �r.ffi u �1 K 7 JO! No.. /622. S H E E T a DATE: juA r 1976 U, MIMED QUA-1TY' CONTROL DRAWN AM _ / 3 DESIGNED ' J A R CHECKED JAR APPROVED WA /q OF SHTS. �rr. Cl-fYOFTIGARD Date Amount 13 dollars NaM<- Cash m<.. M.O. Address Bldg. 0 St.Opng. E] But.Lit. P169. E] Pu6ctns. D Bike Lic. L] rlctl. 0 Copies D Sew.Sery, Sewer E] Filing Fine&F. Assmi. El other D Zoning o ro jP Permit CITY OF TIGARD *.I?c.to on I%?.no a 61 A 14917 D E VE:L0PMENT Di-:P051-r Coi'APUTATION SHEET ` PROJECT N0. a0JECT NAME L_`. 4�• f — _ -- z (1) PROJECT FEE (City ord. 68-48, See. 10, Par. A );/S/✓� o)Total estimated Improvement cost .. .• • 66 � '•= b) Less eon, sewer est const cost. ....... .. $ �� Adjusted impr,)vement cost ........ . ... ... _ �l�uhtotal) c) .016 X ~.V .- � id•�` � 7 sublotal)— (2) SEWER FEE (U.S.A. res. 70-12,See-9, Par."B"): a)Sse.er plan chock fee a inspection fee , I) t; 10.00 X (no, of lois= _- Cor3 2) 100.00 min, td r. •'' b) Permit fee a connection charge paid. C7 c) Sewer district contract surcharge paid ........ .. . . ...C3 (tilstric) (3) STREET LIGHTING FEE : o) P.G.E. lighting schedule no b) Mthly rate option no._!3—• typeof!ighf— Lumens �/ 5 / O L_) 4 1. 5.Z—X —.. pI (mthly rate) (no.Of light$) type of poll O$r'IVP ii° (mthly rate) (no of lights) lyr. s 12mfh's (subtotal) 2yr a 24mth's 2.,111 -3 X 2 41 _ (subictul) (no.of mf he) (4) SIGN FEE IIII m 1-InttalI"Ii0n) (per°ign) (no of Sian) STOP = --- - -- RESrRICT. OCCUPANCY $ X . .._ --•----- STREET SIGN _ . _X _-- ---- — COMB STOP/ST NAfAE ---._—..X ------ ry0 PARKING X �►•---- —�miiOl. f- Pf) mUel type) •-- RECEIPT NO RATE PAID — --- h :3 c sok GRAND TOTAL !3�• , +»�+ t+ cash C3 money order C-7 intern %ewe I,street,ur s,'."0 :i^n I.. LJ 1 'pa. ' OF TE^Ap.b USA.-. .............. ....»»... ..... ...... :...... ALL SPACES MUST BE END( PRIOR TO APPROVAL OF THESI PUBLIC WORKS'MPT. �Y PLANNfNG OL-PT. ;. . . .:tllflLbl,NC, DEPT. BY—. < U GOUNTy HEALTH DEPT. CITY ADMINISTRATOR DY D .... ...... ......f. . . TIGAR-D• WATER 019T. Q GENERAL TELEPHONE t)Y-___---.�...._.�A Q .U' _ ._.. ff A i.. B Y� _. _�. D a j... ..N.,W. NATURAL GAS By . .............. BY;Vii;Mk . . 1 " ..T.:R. F. O. _.�.B.Q......�................ .. ... - ----- - ....................z:::::::: APPROVED AS NOTED... . . : ::. u NIP69SEWER EAOEN Y BY .. .............. '.......... ,.......: : :.::.:... . :.....:. : ....,:.:: ........ ..............•.......�. ...,........ ..........•. . .......... ......... . ...•.:.. 1 ..•..:, .... ....: :,.: : ►' :: . ......... :�:.:� .:.: .:.:.:.:�:.: +.::..:.:.:. : .'...:.:.'. :..:.....: ..... .:::::: ::::.:::�: t EEI � AMER JSSOCIATGS "I'll" C C MPlanningff En Ineerinc � g g Surveying �LL f 10550 S.W. ALLEN BLVD. SUITE 223 / BEAVER-rON, OREGON 97005 / 503 - 643-9410 FROM: Jack A. Ritchie Planner/Designer TO Mr. John Hagman City of Tigard FILE: 16223 DATE: .�..1 SUBJECT Pathfinder II Pee ' GENTLEMEN. ENCLOSED HEREWITH ARE: PRELIMINARY MAP TENTATIVE MAP FINAL MAP OR PLAT CONSTRUCTION ESTIMATE ------ -- 9 -Set& CONSTRUCTION PLANS SPECIFICATIONS -- -- CUT SHEETS FOR: - ---.----- . - GRADING PLAN storm drain and sanitary sewer YOURS VERY TRULY WAKER ASSOC TES, INCORPORATEp p R Y YELLOW TO CLIENT PINK TO JOB FILA GOLDEN TO TRANSMITTAL FILE sr AHER � iiiiiiii f t : I (,PlanningEngineering JSumeying i 10550 S.W. 1LLEN BLVD., SUITE 223 / BEAVERTON, OREGON 97005 - 503 - 643-9410 FROM: Jack A. Ritchie Planner/Designer n �r TO: Mr. John Hagman =1 City of Tigard FILE 16223 DATE July 27 , 19 76 SUBJECT: Pathfinder II ) GENTLEMEN: fir= ENCLOSED HEREWITH ARE PRELIMINARY MAP TENTATIVE MAP — FINAL MAP OR PLAT CONSTRUCTION ESTIMATE 9 sets CONSTRUCTION PLANS SPECIFICATIONS -- CUT SHEETS FOR GRADING PLAN For circ io end approvals ._ , YOURS VERY TRULY WAKER ASSOCIATES, INCO.R�PaORAT D YELLOW TO CLIENT MNK TO JOB RILE GOLDEN TO TRANSMITTAL FILE ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE A STREET GRADING AND PAVING Item No. Description and Unit Price Total Amount LA Clearing and grubbing, complete, at the :lump sum of Five hundred Dollars and no $ 500. 00 _Per ;job `100. UU 2 .A Stripping and disposal of material in landscapi_tta berms, complete, at the lump sum of Five hundred and - no $ 50000 job $ SOU. UU 3.A Grading, including excavation, embankment , and _ disposal of surplus excavation in landscaping berms, complete, at the lump sum of. Two thousand Dollars and no — -- ----____.�---------------��-Cents $ _ 2 , 000. 00 job t 2 , iiC9. 00 Y 4.A 760 square yards , 2"-0 rock base, 6" cc mpacted thickness, complete, 7n place, at the unit price of –One lars Dol and_-- eighr_� _ -- Cents $_ 1. 80 per- ,quare, yard $ 1 , 368. 00 Al 7/27/76 ENGINEERS ESTI14ATE PATHFINDER II BID SCHEDULE A (CONT. ) STREET GRADING AND PAVING Item No. Description and Unit Price Total Amount `i.A 760 square yards , 3/4"--0 crushed rock base, 2." com- pacted thickness, complete, in place, at the unit price of Zero Dollars and sixty Cents $_ 0. 60 per square yard $ 456. 00 6.A 760 square yards , asphaltic concrete surface , Class C, 12" compacted thickness, complete, in place at the unit price of One Dollars and sixty Cents $ 1. 60 _ --Y per square yard $ 1. , 2.1.6. 00 7.A Standard bicycle and wheel chair ramp, complete, in place, at the lump sum price of Fifty __Dollars and - no Cents $ 50. 42_ _h,er. job $ 5U 00 8.A 290 lineal feet, standard vertical curb (including droi curbs for driveways and wbeel clai.r ramps) , complete, in place, at the unit price of Two Dollars and fifty Cents 2. 50 per lineal foot $ 725 . 00 A2 7/27/76 ENGINEERS ESTIMISATE PATHFINDER 11 BID SCHEDULE A (CONT. ) STREET GRADING AND PAVING Item No. Description and Unit Price � Tot-al Amount 9.A 50 truck cubic yards , 2"--0 rock base (for soft: spots , including excavation and disposal of unsuitable materials) , complete, in place, at the unit price of ____Do 1 Ta r.s and - fifty_..� Cents $ 6_50 _ —__aper truck cubic yard $ al_5. 00 TOTAL BID SCHEDULE A $ 7 , 140. 00 r- A3 7/27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE B STORM DRAINAGE Item No. Description and Unit Price Total Amount LB 38 lineal feet, 12" concrete pipe (extra strength/ASTM C14) , complete, in place, at the unit price of Seven _Dollars and no Cents $ 7.00 per lineal foot- 2 . 13 165 lineal feet, 15" concrete pipe (extra strength/ASM C14) , complete, in place, at the unit price of Eight Dollars and no Cents $ 8. 00 per lineal foot $_1., 720. 00_ 3 . B 135 lineal feet, 18" concrete pipe (extra strength/AS'17.1 C14) , complete, in place, at the unit price of Ten Dollars and no Cents $� 10. 00 ,per lineal foot $ 1, 350. 00 4. B 120 truck cubic yards , 3/4"-Q` gr nu ar bedding material, complete, in pl c , ' a th unit price of .six. _Dollars and fifty Cents $ 6 YQ__ per truck cubic yard $. no nn B1 7/27/76 i � I ENGINEERS ESTIMATE j PATHFIiv IFR II BID SCHEDULE B (CONT. ) STORM DRAINAGE It:cm No. Description and Unit Price Total Amount 5 . B 20 truck cubic yards , 2"-0 granular backfill material, complete, in place, at the unit price of Six _Dollars and fifty _ Cents $ 6. 50 per truck cubic yard $. Un nn 6. R 2 each, standard manhole, complete , in place, at the unit price of Six hundred fifty —Dollars and no Cents $_ 650. 00 each $_j-,30Q,00 _ .. 1 each, standard inlet, complete , in place, at the unit price of Three hundred Dollars and no Cents $ 300. 00 each $ 300. 00 TOTAL WID SCHEDULE B $ 5 ,446.00 B2 7/27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE C SANITARY SEINER Item No . Description and Unit Trice Total. Amount_ 1 . 0 1._75 lineal feet, 6" concrete pipe, complete, in place, t lie unit price of Seven Dollars anal no Cents — 7 . 00-- er lineal foot. $ '1 , 22.`i . 00 2 . C. 331 lineal feet, 8" concrete pi-pe, complete, in place, at the unit price of _Ej ght and no Cents $-- S_00 ----_per lineal foot: 3. 0 2 each, standard manholes , complete, in place , at: the unit price of _Savers hundred__-- ._DoIlars and Cents each 00 4. 0 1 each, break into existing manhol , ;Complete , at: the unit price of ° V Two hundred Dollars and no Cents $ 200. 00 each $ 200. 00 Cl 7/27/76 ENGINEERS ESTIMATE PATiiFINDER II BID SCHEDULE C (CUNT. ) SANITARY SEWER I+ e:n No. Description and Unit Price 'Total. Amoiint 5. 0 1 each, cleanout, complete, in place, at the unit price of three hundred Dollars and no Cents $ 300. 00 each 300. 0 0 6. 0 4 each, tees or wyes , complete, in place , at the unit price of Twenty-five Dollars and no Cents $ 25. 00 each $ 100. 00 7 . 0 1 each, tee on existing 12" sanitary sewer line, complete, in place, at the unit price of Four hundred Dollars and no Cents $ 400. 00 each $ 400. 00 8. C. 130 truck cubic yards , 3/4"-0 -$r n la+t! bedding ,material, complete, in place, at the u�g 6e of Six Dollars and fifty Cents 6. 50 per truck cubic yard $ 845. 00 C2 7/27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE C (CONT. ) SA141TARY SEWER Item No. _ _Description and Unit Price —�_ Total Amount 9. 0 100 truck cubic yards, 2"-0 granular backfill material., complete, in place, at the unit price of fix Dollars and fiFry_—J �- —Cents _per truck cubic yard $ 650. 00 TOTAL BID SCHEDULE C $ 7, 7613. 00 l C3 7/?7/76 ENGINEERS ESTIMATE PATHFINDER II SUITHARY OF SCHEDULES TOTAL BID SCHEDULE A $ 7 , 140 . 00 TOTAL BID SCHEDULE B $ 5 ,446. 00 TOTAL BID SCHEDULE C $ 7 , 768 . 00 TOTAL OF SCHEDULES $ 20, 354 . 00 J ENGINEERS ESTMATE PATHFINDER II BID SCHEDULE A STREET GRADING AND PAVING Item No. Descri tion and Unit Price --- --�'---- Total Amount l . A Clearing and grubbing, complete, at the lump sum of Five hundred _— Dollars and no $--- 500. 00 job $ 500. 00 2 .A Stripping; and disposal of materiat in rlandscaping __.. bet-ms , complete, at the lump sure of Five hundred Dollars and _ no_— Cents 00. 00 _pc}r job $ 500 , 00 3.A Grading, including excavation, embankment , and ^� disposal of surplus excavation in landscaping berms , complete, at the lump sum of Two thousand -Dol.lar.s and no Cents $` `^ 2 , 000. 00 per. job $ 2 , 009 . 00 4 . A 760 square yards , 2"-0 rock base, 6" compacted thickness , complete , in place, at the unit price of Dollars and eighty Cents 1 . 80 scluar.e ,yard $ 1 , 368. 00 Al 7/27/76 ENGINEERS ESTIMATE' PATHFINDER II BID_- SCHEDULE A�(CONT. ) STREET GRADING AND PAVING Item No. Descri tion and Unit Price 5.A mous 760 square yards , se, com� of 3/4"-0 crushed rock ba " ...... pacted thickness, complete, in place , at the unit price Zero and sixt ._-Y---- ----- Cent s $_ 0. 60 — --__ square yard $ /1.56. 00 6.A 760 square yards , asphaltic concrete surface , Class C, IV' compacted thickness, complete, in place unit price of at the One --------------__..------------�_..___ ____ Dollars and sixty square yrird 7.A $ 1 , 216. 00 Standard bicycle and wheel chair ramp , complete, in - Place, at the lump -,um price of I la r s and job S•A 290 lineal feet, st,:.ndard verticalcurb $ 50. 00 _ drop curbs for driveways and wheel c.hai ( 1 , ng r. ramps)I complete , in place, at the unit: price of _Tao and fift $_ 50 -- --- ---_ Per lineal foot $ 725 . 00 -- -------------- A? 7/27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE A (CONT. ) STREET GRADING AND PAVING lVem No. ----Description.- _ Descri tion and Unit Price--�---_.--_. ri ----_ .� �. Total Amount. 9.A 50 truck cubic yards , 2"-0 rock base (for soft spots , including excavation and disposal of unsuitable materials) complete, in place, at the unit price of ' Sig._— _ —Dollars and ____ fifth 6. 50 ._,.__.__per truck cubic yard $_325. 00 TOTA-i, I TD SCHEDULE A $_7J40. 00 �A ~_76 l�v 4 C S r 4., / G A3 7/27/76 w. ENGINEERS ESTIMTE PATHFINDER II BID SCHEDULE B STOR14 DRAINAGE Item No. Description and Unit Price -----.--..Total AmounL 1.B 38 lineal feet, 12" concrete pipe (extra strength/ASTM ` C14) , complete, in place, at the unit price of Seven ____ Dollars and.-.-- no Cents $--- 7 .00 _ per l.:i-neal. foot: $ _ 26_6 . 00 _ 132 lineal feet, 18" concrete pipe (extra str..�nYth/ -- ASTM C14) , complete, in place , at: the unit prig of Ten,_------ - - Dollars ands no — _ Cents 1-inc-al foot $ 1 , 320. 00 3. B 70 truck cubic yards , 3/4"-0 granular bedding material , complete, in place, at the unit: price of Dollars and -- Gent s 5------la _�__ -----_--- per truck cubic. yard $ _4. 5_5 . 0 0 _ �� . ► 20 truck cubic yards , 2."-0 granular fackf.ill material, _ —. O—CL- 20 W complete, in place at. the unit price of Six --_—_--- Dollars and-------fes— $ 6 . 50 - --- ---- - - —per truck cubic yj,rd $ 130. 00 Bl 7!27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE B (CONT. ) STORM DRAINAGE Item No-.----- Description and Unit Price Total Ainowit 5 . B I each, standard inlet, complete, in place, at the unit price of and no Cent:; 0 0. 0 0 each TOTAL BID SCHEDULE B $.,_2 . 4 71. 0 0 B2 7/27/76 ENGINEERS ESTIMATE, PATHFINDER TI BID SCHEDULE C SANITARY SE14ER Item No. _ DescriRtion and Unit Price- --- --. ce 'Total Amour►t. 1. C 190 lineal feet , 6" concrete pipe, compic te., in place-, at the unit price of Seven ars and no - Cornu $ 7 . 00 __.._per lineal. foot $ 1 , 330. 00 2 . 0 164 lineal feet , 8" concrete pipe , complete, :in place, at the unit price of Do 11 a r s and! t s lineal foot: $ 1, 312 . 00 3• G 1 each, standard manholes , complete, in place, at the unit price of -- y�-ht�►ls��e�i_____ --Dollars Cents 700.00 each $ 700. 00_ 4. 0 1 each, break into existing manhole , complete, at the unit price of Two hundred Uol.lars and-- no _ _ Cents 200. 00 each $ 200. 00 Cl 7/27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE C (CUNT. ) SANITARY SEWER Item No. Description and Unit Price Total Amount 5. 0 1 each, cleanout, complete, in place, at the unit price of _ Three hundred Dollars and no Cents $ 300. 00 each $ 300. 00 6. 0 4 each, tees or wyes , complete , in place, at the unit price of . Twenty-five Dollars and no Cents $ 25. 00 each $ 100. 00 7. 0 1 each, tee on existing 12" sanitary sewer line, complete, in place, at the unit price of Fn_ur hUndred Dollars and no Cents $_ 400. 00 each $ 400. 00 8. 0 80 truck cubic yards , 3/4"-0 granular bedding material, complete, in place, at the unit price of Six Dollars and fifty Cents $ 6. 50 per truck cubic yard $ 520.00 C2 7/27/76 ENGINEERS ESTIMATE PATHFINDER II BID SCHEDULE C (CONT. ) SANITARY SEWER Item No. Description and Unit Price Total Amount 9 . 0 110 truck cubic yards , 2"-0 granular backfill material, complete, in place , at the unit price of .Six Dollars and Cents $ 6:�Q per. truck cubic yard $ 715 . 00 TOTAL B-CD SCHEDULE C $ 5 , 517. 00 C3 7/27/76 s ENGINEERS ESTIMATE PATHFINDER II SUMMARY OF SCHEDULES TOTAL BID SCHEDULE A $-7,-14 00 _...,_ ____._._.__-- TOTAL BID SCHEDULE B $---2,-4-71.. 00 TOTAL BID SCHEDULE C $__5 , 577 . 00 TOTAL OF SCHEDULES $ 15 , 188 . 00 l i P. 0. Box 23557 17tL0 S. W. Alain Tibird, Oregon 97223 July 12, 1976 I,1r. Sam Gotter Mr. Larry Jack on 12995 S.W. Pacific Hnry. Tigard, Oregon, ,9722 3 Dear Sirs: The Tigard Planning Commission at their regular meeting of July 6, 1.076 considered your request for preliminary plat approval to create seven lots in an R-10, Single Family Residential Zone, at Fonner Street, west of SW 107th P1. and voted for approval with the following conditions: 1. A drainage plan for the site be approved by the engineering department prior to final plat approval. 2. A fill and grading plan be submitted to the engineer- ing department. This plan shall include the pro- vision of a ten foot wide fill above the annual high water level in the greenway area. 3. Construction plans of proposed Public Improvements (Pathfinder Iday) be submitted to engineering depart- ment for approval prior to final plat approval and prior to construction commencement. 4o A 5' utility easement be provided along both sides of Pathfinder ',7ay and along all lot lines. 5. That portion of the parcel abutting SW Fonner or annexed into the City. 6. I-;ailboxes be cluster -ed with location to be approved by engineering depea-tmerA prior to final plat approval. 7. Standards and sl.: 'cifications of proposed cul.-de-sac to conform to those previously constructed in Pathfinder Subdivision. r 4 8. A Comp'laince Agreement qnd Performance Bond shall be exp ;uted. 9. Streetlights to P.G.E. (city approved) standards. 10. 'Thelat boundary be extended to include the southerly lot p(across the greenway). A copy of this letter a>>d vour cknowled,rment will be ( filed with the Building official. :. .:erely, Richard Daniels ISD:sf Note: The .following acknowledgement must be received by the City of Tigard within fourteen (14) days of your receipt of this letter. Failure to return this acknowledgment may result in action by the City of Tigard. I hereby acknowledge this letter documenting the action of the Til-ard Planning Commission. I have received and read this letter and I agree to the decision here documented and to abide by any terms and/or conditions attached. s ature /date / r cc : Building Official Page 7 R TPC 1-�inutes July 6, 1976 Phillips stated that in order to get the most use of the land, you use the land as much as possible, "rM at is what the tax payers pay for" . Popp stated that to gain an objective we have to forego a certain amount of convenience (the night lights) . Popp further stated that he could understand the need for a concession stand but thought that the baseball field would be used for other than the Babe Ruth League, that the games should be concluded as rapidly as possible and a thorough litter program be inaugurated, that he concurred with staff recommendations and that a 11:00 P14 curfew should be instituted for use of the field. Wicoli moved for approval of the amendment to CU 9-72 with staff recominendations. I-lotion died for lack of a second. Phillips asked why this activity could not be located at Cook Park. Everett Nixon stated that Cook Park had been considered as a possible location for Babe Ruth Barnes but it was determined upon examination of existing activities and the size and needs of the Babe Ruth League that it would not prove feasible based on those findings. Nicoli then re-made the motion for approval amending CU 9-72. Seconded by Popp. I-lotion failed three to two. Krause, Goldbach and Phillips no. Popp and Nicoli yes .. Chairman Popp advised the applicant of his right to appeal the decision to the City Council within 10 days by written letter. 6. SUBDIVISION: 6.1 SUBDIVISION S-6•-76 (Pathfinder II) A request by Sam Gotter and Larry Jackson for preliminary plat approval to create 7 lots in an R-10, Single Family Residential Zone, at SVI Fonner Street, west of SW 107th Pl. (leash. Co. Tax Map 2S1 3AD, Tax Lot 800 and 803) . Staff Report: Read by Daniels Krause asked staff if this develoment mould fit in with the existing abutting subdivision (Pathfinder) west of the subject site. B. Applicant Presentation: Richard 11aker, civil engineer for the project, stated he felt the staff report A•ras not very applicale to the applic,antion as submitted. Page 8 " t TPC Minutes July 6, 1976 Maker requested that the applicant not be responsible for a side,dalk around the , cul-de-sac due to the difficulties it would present with the existing topography. C. Public Testimony: Lannie Turner property owner on SW Pathfinder stated that he felt this was a good plan and would be another link in the greenway system. Dave Schutz owner of the entire subject.parc.el being subdivided stated that he did not leant to be included within the subdivision requirements for the proposed request as his property was to be developed seperately. Schultz further stated that upon purchase of the sub- ject parcel by the applicants the land on the south side of the greenway would belong entirely to him. Phillips asked if off street parking problems would result as to the proposed alloting pattern. Nicoli stated that due to the very deep alotting pattern as proposed on the preliminary plat long drivet.rays ;could be provided to the site and thus provide sufficient parking. T). Staff Recommendations: Staff recommended approval subject to the following conditions: 1. A drainage plan for the site be approved by the engineering department prior to final plat approval. 2. A fill and grading plan be submitted to the engineer- ing department. This plan shall include the pro- vision of a ten foot wide fill above -the annual high water level in the Greenway area. 3. Construction plans of proposed Public Improvements (Pathfinder flay) be submitted to engineering dept. for approval prior to final plat approval and prior to construction commencement. 4. A 5' utility easement be provided along both sides of Pathfinder May and along all lot lines. 5. That portion of the parcel abutting SW Fonner be annexed into the City. 6. That the 20' wide I'drive%-iav strip" abutting the pro- - tsed cul.-de-sac include a public access eas(flllottt to the greonviay to assist maintenance of thiI piV is i�rd.. 7. Mailboxes be clustered ai.th .aaesnder>±n� . Location to be approved by envineering department Prior to final plat approval. 8. Standards and specifications of proposed cul-de-•sa.c Page 9 TPC Minutes July 69 1976 to conform to those previously constructed in Pathfinder Subdivision. 9. A Compliance Agreement and Performance Bond shall be executed. 10. Streetlights to P.G.E. (city approved) standards. 11.. The plat boundary be extended to include the southerly lot (across the greenway) . F. Robuttal: Schutz stated that he was not receptive to staff condition number 6 that a 20' wide "driveway strip" abutting the proposed cul-de-sac include a public accessment easernent to the greenway. Waker stated that he was willing to grant a 50' easement for greeaway use but had difficulty with accepting the sidewalk propos al around the cul-de-sac. F. Commission Discussion and Action : Krause stated that staff condition number 6 be eliminated. Goldbach concurred with Krausets recommendation. Nicoli stated that the use of the words meandering sidewalk bp eliminated from staff condition number 7. Goldbach moved-to approve the preliminary plat with safe conditions 1 through 5, eliminating staff condi- '`Y tion number 6, rewording staff condition number 7 to eliminate the word 'meandering side�:,alk"and approving staff conditions 8 through 11. Motion seconded by Krause. Goldbach stated that due to the existing topography and k " regtpiired to osed constlotting ructeansidewathe lklaroundicant sthelcul-ded not bsac. K Motion was unanimously approved. 7. M,1SCELT.t'!` Y,0T.jS: 7.1 A request by Leon Fox to operate an Arts and Crafts Festival August 21 through the 29th in a C-3 zone (General Commercial) at 12140 SW Hall Blvd. (dash Co. Tax i;ap 2S1 IBB, Tax Lot 110) . D. Staff. report: Daniels informed the commissioners as to Mr. Fox's proposal for having a carnival during the above stated days. I; r'•d L 1 rslwi- ...u..en:..w..:,w..,u• -i de wi./iYYi�1S�6am+d:tiriYkui:.riles.hyid.1.4Y4`fsr:S�ldM+'iNo,uYek.unlcWJ4?titii4ioauvaicic'W6AiitYaGCdiIWMLY✓`4.�1(';' .,.. .., v ..n,..vt.u.. .0 K.•w..a.., x, ✓hv..r. .wa.9.-... STAFF REPORT in;; Co��missi on Tigard Plann July 6, 1976 l.rc-nda Item C�. 1 DOCKET; S--6-76 REQUEST- Preliminary Plat approval to create five lots in an R-10, Single Family zone. .\ f SVI 107th Ave. ('Wash Co. tax LOCATION:IOId. At SU Former, 1�est o ap 2S1 3AD, tax lot 800) . APPLICANT: S Gotter and Larry Jacl•:son 3ASIC FACTS: 1. The site is dc$ignated us "Urban Low Tensity Residential" on the TCP and zoned R-10. FII\TDINGS: 1. `.Plie subject proper is presently vacant. Single family d,aellings (Pathfind Subdivision) are located east of the site. Tl►e land sout and west is undeveloped and poorly drained. 20 The NPO f'3 Plan specifib�s an extension f the greenway ,Across the subject property. Nib detailed prov Sion for gr�retf•,•;ay has been submitted. , 3. The cross section an Pat fi. der 'Jay s u1d be continued into this subdivision d su mitt for en ineering_ department review prior to /1-nal pro y��, 4. No provisions re proved for\ her,`�ilace-ment of utilities to serve these 1 ts. Since the S"It --.aalk will be continued from Pathfinder add they are pre6-ntl abutting the curb, a 5' utility easement will be becessar in order to locate utili- ties lines. 5. Clustering of ma.171boxes with a mPand4qring side,aalk around them could be Provided in order to m!Nmize the number of stops necessary to serve this subdivis-t9n. 6. The termination of S'd PaL-hfinder fray atjis point will not be detrimental to ti:e nei Jiborhoods traff . c� r culation pattern. STAFF RFCc)i u- "r'iDA'I'1JI3: - - -- --To be delivered at neeting. June 17, 1976 Nr. Sam Gotter Mr. Ldrry Jackson 11925 SN Pacific Highway Ti6ard, Oregon 97223 Res File No. S 6-76 Heor Mr. Gotter & `9r. Jackson: The Tigard Planning Coiw.A ssioa, at their renular meetin& of Junt- 1, 1976 denied your request for preliminary approval of "Pathfinder 11" uDdiviston on tax lot 800, tax map 2S1 3AD. Their denied was based on the propoma?s lack of confo nuance to the Neishborhood Plan III with respect to the provision of greenway through this site. This action is f.nal unless appealed to the City Council within 30 days of the Planning, Co mission action. If we can be of any further assistance, please do not he-+itate to call upon us. �incerety, Richard Daniels u Associate Plenn-r RDtlw -- �, •. .I, p��`�� ',,� `�.7 ;-, ;�� s � (, ffJAc. 15' oo ") 4 �a�e P• 1,��,�",,fit � Nf v" t e�,� I '� 1l <INr,X �` •TE_I�� lay ok.,,vel N�r& G - ,,;,;:,•' `. j•IT Alp , ��1'c-'1�"�" r � /� � 1 `�• r� y i'�t `H�4?.,¢�rFijfl�•' _ ,`i�q,rC �• H�Q• I\."`. ..A 1100 � (ice' r�l7� O\•4", 1600 'r f • N117°5�E -- - -( - ._ - 1E300 �- 300 1 �_. : Ny," S2 S4�'C\ c•' i r�7.. u.L 1`01fJT� _. %C 801 X02 803 noo 1` 00 9 `% °n, ►4z.°'tet '� L�.fIU HEI C•H r.•\ .• •t• � /`� y �' . i0.c•. •S't'd� P!i AC. � \•t!�•,'. i� t,'• •�, • fr� `A1 `��.00s! U �t \.\•1 c , <<, `�.,- 2v 211100 1'� W��, ^ I•G�C• y�C � .•� � 'e� '',� / ,�� r / 1'}3'JOviop ca• � I:) I X00 •,� d ►w1cs4 s I1 i / ? I� no .100 .,•� � ' , I ,.. ..-__ (1 1 �:r�,::` i �l1 �, 4�11� ��• er,`r-IWr-7n 7� D/ 1 ,r; ) �/\ �� + . _ - 17,+07- „1.• • '1( 1, et 116 1'�•... �, �11.'1?� 28 390C. V11 1 lJ� i'�t a� j o 1 f131300 �1 YIHc K IA H .')rTN 1 iNF 1,t C. I4n.3 t 1t"I'll 1. PLANT I- AN MAP 7.5 1 I)A M�1✓d. ,y�1�:cf•tE [�f�C !! ro A..,: �-"/.. ;:1 /44 I e'7- :J .� �1/�. \•�/i S/� s. 110. ,i;,' ,�0 3 to a oil, G 0 10G 0.. 5A C. 10 I AS1 ,1 0 G00 1700 •0 1600 -,\, o, INITIAL POINT 1301 802- 803 200 1900 0 ECHO HEIGHTS - T,'�A .38Ar. 10 1A, 0 \,P6 A 214 00 top 2WO ' tol;i..;� * �. op 220014 a lop .0 WAG-1 0 4' 2100 po 80-0 a 2_ 7Ac. t,O Lol -3c,00 3"1'00 3800 IL 213 0-3 Yl LY. S. W. AN JOHN 1. IlICKLIN D 1.C. 110.3? 07o I V A P AA) PS 1 :3 DA 0o. Nan 5 403 � ------- -�q I f;3/c. .92 A' N n 9�1 ax. io' 600 4OG 0.354 —_ - In I n r� it ohs J��/�!. 10 1600 Ir ` l> 10700 r 7 � a• ,rfs;•"' M,•.^r srs:y/",.,p{%:!7',�st; .+.r i/v.'•Sijiii�'/.�i1S.i�/ O �`•�s�,.�"��,4% .:f! )t` .r'g'i..,.�;:+:.rii-N.a%:oLa+�(i�.�w..•:n p NA7°9�E _ 1800 7 42.3 `a'O 300 �� . �'�� ° N E 7° '12 S 4 E too INITIAL POINT _ O O o",\ IrmoTI HEIGHTS 601 802- 803 2000 1900 �, 9 o c if1Ar, ?.6Ac. R, 1a `, ',A o�� c� .. '. s° o ao 10 �O a It 011o0 'lop 2400 ,• 300 ° O �.-.......:rm:... o / r1� 22000. 14 �RhC71'f 112100 �''� 13 U 1o01,0 tJo .II 80-0 12 /' I �'. wry Lj , o°"►°ice �) A, ' ,N wj 3700 00 Jn o K ra,SG n�JF/J 6,3T...,�. 3800 ,y �•, �'' II,o2 C E. 2 B :)90 juNI.. It r' ��''d•lR.'�•,•y 1;�fI1�' ' WILY. S.W. CON. 29 V OF T JOHN 1. HICKLIN WAIT11 tJ�f ��T 1(')��n o.l.c. No.a r INITIAL VOIN SEC MAP �_AN/ 2S 13DA • GcPPy All AO -= -14 P' 2 S/✓a 11 I^,IAS�� ed J a n m y hn m Q1 C: hn ��Nvv �,c�ai ti• � tip ^> H m V4 H ' CV r. y w F N rN W �p •f fir, (i C7 M ? W J cr W X X 4 ' oZ .•. Q TO G `Q 0 O N w LL y ` m L cn �� c V4 0 ci x ` a w a N tn O W Q w O 2 W W O N x (A m w Q o- d > f m z - cr N 03 o cn cr z d n wn Ll V w m OI U) Q L) wf p U W M F cn w U_ w p Q1r__x_ - - J a I l LWLLJNz C) I I _ L 1 ac on e 1 N N I I 3 W w O _i W 4 F fp w cl �a O Q. O cn m p f� � U- n. Q Q I p t.a. w p to fV 1 } Q Q '�• (� D V J 7 W I {'Q.. Z J w N a . : Fes-• p q N V) cn J If w E- �+ w -- U- p cr Y. 4 crV Q CL �' .�� z w - p [r cn c3 m n w W z _ � > Z 1 z an 1 . m .) 1 yNcr0 XG Q' > Q ul O F' m o 1 F W X vI z O I W W Ir ; a Q _ Jcro f7 W o Z N- � I F- W 11 W Ll W w zo �z - W ~ U z Z m i Q n Z 3'- 7 V) cr it / O = W /" 2 F• G L_L. / d O > _ tD 2 J to 0 00 i W- W V > F,LLJZ VV H•Y Q Op O 41 n 4 _ MQd O = � O� aa] f O �u C n 0 n � amu¢ Q \ z o U) w n J �' z W W �n d 1 z Y a �: w ZO _�m Q OG v \ O 0 1- V I IL F In cl 7 Z WW ZW 1 ct m . ,... .. ......_w... ulZ O >- O W J F KVO o Z Q o Q W X N c O t \- ,i J > l ° W Q =O W J cr W _J;; M Z a yC ° no \ N c� W Q O 1 W 00o e0 HCH o 000 Cl.Q J�eoo o \ T 47 Z Q Q z Z W E � N v 0o moo W 00M ---- -- �Oti o • K st � F W CD x CD rn u I a y n� C, -IN 2 oT f/f a -� N aW O I , oqo I r N .� y h •�° r rrco LL ' . , p Z2 cr O I wF- o« - U'" cnW' �r 3 ieviavn ��_. i i b � y T CD m i- TRANSVERSE EXPANSION JOINTS > a a a a cr I TO BE PROVIDED AT EACH POINT OF d m n TANGENCY OF THE CURB A AT OTHER (Y LOCATIONS AS REQUIRED TO LIMIT THE SPACING 10 A MAXIMUM OF 20 FT 2 MATERIAL TO BE PRE - MOLDED NON EXTRUDED MATERIAL WITH A MINIMUM THICKNESS OF 1/2c o Q TRANSVERSE CONTRACTION JOINT a Q SPACING TO BE NOT MORE THAN 10 FT cn 2 DEPTH OF THE JOINT SHALL BE AT LEAST ONE FOURTH OF THE CROSS (n SECTIONAL AREA Q � I CONCRETE BREAKING STRENGTH M I TO BE 3000 P S I AFTER 28 DAYS N w J W > �? a w ot 6 3i4"► \ . EDGE 7 .A 4.e o . .• •,. 4 A ' 4 u= vo n 4 aaQ 4 .Qq .A •a a o A ' Ods Q p 7 . 4 4 4 A <1 4�O`� J D e d •.d ._ 9••._. . ._, 33 SURVEYOR' S CERTIFICATE: ( , WILLIAM MCMONAGI- E , FIR51 EYEING DULY SWORN , DEPOSE AND SAY THAT I HAVE CORRECTLY SUNJE y � M/.k04t O. JH H DER5/9" x 3011 IRON RODS ALL LOT AND BLOCK CORNERS, CURVE POINTS, AND BOUNDARY LINE CHANGES IN DIRECTION , THE LAND REPRESENTED IN THE ANNEXED MAF' " PATHFINDER11 AND AT THE INITIAL POINT TH,eRXOr I SET A GALVANIZED IRON PIPE 36" LONG , 2i1 IN DIAMETFR, 6 " BELOW THE SURFACE �)F THE Gj %.) NU, HF //VG LOCATED IN THE S . E . 1 /4 N-E - 1 /4 AT A POINT ON THE SOUTH LINE OF THE J L HICKLIN D L C " 37 LOCATFO N-86° 58'48"- E 300 35' FROM rHE WESTERLY S W CORNER OF THE J rAI (, KLIN D L C -0 37 HE A SECTION T- 2S R� � W W. M . STONE THENCE N - 25° 1030 W 627 85' TO A 1 1/2" 1 P F ON THE CENTER LINE OF S W FONNER ST C R No 495, THENCE ALONG CENTER LINE N - 8 ,'"5%' S4"- E 127 77 T - 11 ' ' ' STONE , AT A ROAD ANGLE POINT, THENCE N 63031 '47"- E 581 55' TO A 1/2" 1 PF AT A ROAD ANGL E POI NT, THENCE N 53028433" E 211 86' TO A 1 1/2" I P F AT A ROAL ANGLc T 1 6AFRD., OREGON , WASHINGTON COUNTY POINT , THENCE S-0051'02"- W 929 98' TO 'THE SOUTH LINE OF J L HICKLIN D L C No 37 , AND THE NORTH LINE OF THE DULY RECORDED PLAT OF DERRY DELL No 2 PL r, l, DATE : FEB. 1973 SCALE : I "= 100 THENCE S- 86°58'48"- W 538 38' TO THE P 0 B CONTAINING .1.0. 96.9 ACRES EXCLUDING S W FC'NNFR `J SUHSC R18ED TO BEFORE ME SEE C 5. /, 2y6 TH I S j,jDAY OF /�� ► 1973 PUBLIC IN AND FUR OREGON MY COMMISSION EXPIRES =1-ij_ _ _ r I HEREBY CERTIFY THAT THIS TRACING IS AN EXACT COPY OF THE PLAT WILLIAM L • Mc MONAGLr= r I I STREET CURVE DATA R L L C C h B 4 nT . 4 `} k 27- 19 - 115 10000 4 7 69 4723 N - 76011' 36"- E ` 27 - 19 - 15 10000 47 68 47 23 N - 13°482.4" W �. LOT LOT CURVE DATA `'p 1 24 - 34 - 14 125 00 5361 53 19 N - 74°49'0611 E ` 2 _ V'� �✓ ( \0�2� r ► M 2 90 - 00- 00 10 00 15 71 14 14 N - 72° 28'0 1UVB' p N J / o N - - _ z• ,, 2 90 59 48 10 00 15 E38 14 27 N 18001' 53"' E r' N 3 89 - 00 - 12 1000 1553 14 02 N- 71'5807/' W , / \ 3 90- 00 -00 1000 15 71 14 14 N - 17° 3 ,59E IR 69 - 57- 38 3700 4518 4242 N-85°27 4011- W ti ,,5 .2 ��-a 6 a.•f 1 11 18 129 - 39 - 55 10-00 2263 18 10 N- 64041 11 - E ' �°, ' s ,`N �D ,, � ei „�%j M �b'bZ 19 59 - 42 - 17 37 OCA 38 56 36 84 N - 29°42'22E `o 0 0 �� '`' o �c,c> I R9 i, .e << 20 58 - 05 - 35 37 OBJ 375/ 3593 N- 2901 1 ' 33"-W o\ 2 1 71 - 34 - 20 37 O v 4622 4327 !J 85°5829 E . 23 `'-�� s ��;� o y`� 21 l29- 39- 55 1000 22 63 18 10 N-64°5844 - W 10 \- 'y a 22 86 - 07 - 46 10 00 1503 1366 N -4L--)055'07"- E 1r �'� \: l ,,,2 41 25 73 - 56- 35 10010 12 91 12 03 N- 57°02'� 21� W,/ oo " N ,v'° -�RA�,7' r� ��3i 26 70 - 27 - 30 37 00 45 50 42 69 N - 79013'59"- t 27 56 - 15 - 293700 36.33 3488 N - ! 5°52'29'= E .�+ c, 9�0 / I oo' ,J,�P► a�o s 2,_.< 28 49 - 45 - 45 37 00 32 . 14 3 114 N - N- 78001'00"- S. -37°08'08'= W S• y / o 3 �\ 04 2o' N 7 l4 „ivl= -�'- _ '� �o 0 I 0 c, 2 3 32� 00- OU 3 00 20 66 2G 4r N_7E3°01 OU h' z ? zs c� i (��' p► 3, - 0 A I r 33 50 20- 08 10 00 8 79 8 5I N 68°50'56" W c, t02t4.z% ro 0 33 27- 27 - 54 37. 00 17. 74 17. 56 N-57°24'49 - W — bo 16r62 3� J� �^•� \ �°/' �G -� 4 / ��d,� 2 w• - ° 11 I e;'sl' =FL 3 eR �� cg 'CAo ° o �'/ ' .3q ! •� 1_ .r f 34 64 - 58 - 10 3700 41. 95 .39.74 S 76 22 09 �!V \ ` , 1 ,i+ "Qp' 6'6 Z�/o' i 01 :o ��Q <- 35 57- 46- 24 37 00 37. 31 35.75 S- I4059'521L W -, 40 O (off' (v ,� �J /°� U 0 n w ai �� o j0 N i (31 ul � 6 - 35- 31 3700 2363 23. 23 N- 320 1 1' 0 5"- W 6, c 4 � � � o 1 .. 6 3 1 o \� o? :o 5 �s � ' \ p o Iv l4 -• _ N 36 50 - 20-05 1000 879 851 N- 250 18'48"- W n, \6 ,\� ; . M/ N o 0 r� � S� f s � TRACT 1 11 �'�� ,,*1• / TKO � \ a >y^0 �°/� `� 10 �` � I�AII 107- 08 - 26 1000 18 70 1609 N-63A5348 - W Com. -op z {� S S�ti \ N; / i. e s_ o O t\ o Ci*- -6-0 Lp N -11� \ J ,� 0 �o c� (' ,yam '� 4s Ig.�._ i 3 0 s 2�� ? ' ! T RACIT ot04",R - I RACIT - 10. 49 80 00 14 21 14 19 N- 05014' 11" W s'- oo �. o /6 7 � 4 i 1 I.A 11 ` 0 0 \ Q �_ .� SET //O DO-_ i- 3� ,N 8Ps_ -- •.97.G/.-._.1 o '1• ` ip I _ _ kc) �yCZ o �'. s - �• b .N 89 /9" e•�'� 22 63 ` 1 zoo TRACT18 - I I 23 120 00 38 10 37 94 N- 09014'27" W A r/� -- sEu�iNt w 4 4��Z:lo r ►� TRACT Z R g 80 - 52 - 08 1000 14 11 12 97 N -22005'55"- E e` \ �/ 2S n('�/ ��.Z ��0 �. C-.SN�I � 4` A,m 3 Al _� II � .�6 3O, _ i 9 I c-� °� �► y 3 4" : o`0' TRACT v 6 a , 7 , 4 s? �� sb E .oao I o Q B 27 - 19 - 15 7500 35. 76 3543 N- 7601 I ' 36'= E s C c�. ,��/ n/ Sc SES -b; ' . IZI II ' i 00 a 7 0 s A� o �� 53. s TRACT 1 1, lrl> �,� s w 3 _.:c- ��+ �- t t C 11 02 - 45- 01 125.00 6. 00 600 N- 8 8°28 44 -E � 1 c, �� y So' 13 3g. - e I I I r a J ro oo' -ro.00 , `�'co go W tv N� so¢;,E 25 45 - 27- 51 3700 29 36 2859 N-420482011- W C 2-4 0 23 0 t , 2p' _0 R , 10 eq 1 10) 00o s o3 .� �� 'L NOTE ALL LOTS SHALL HAVE EASEMENTS 5 00 FEET IN WIDTH ALONG ALL LINES �► ,o r.�l' - s's� oo ' E N - --- \�. ;wee o""`'� FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING SANITARY SEWERS, f� LA--11 0401 w/T.oO NN B .0 CT ,2s �3 _ - - -- 31a o0 o STORM DRAINAGE , UTILITIES, AND SIDEWALKS. TO o ��' '° °o R- o' 4I , ° 7•yE q�fHEO L/NO`S .411041w ow L oTs 3 9, yo OF_IVoTEf T Yf'�C�l E.�vsE/►aE�vT l oC . 118� 3 W �? r y 6 FaQ A// t aTt• $ 0 30 3 cTpIUE 70 a FTS �L 0ICKL' ^J w o o \2� ori �gtuF 1 L `' n L C 2,-r i -------` 3 0 0' 3 s' PATHFINDER NO . 2 5 nF t.�. - t.:'.a:. • .++-...,,,....,a.R..-,.—.wor•�,,,.. _.. yr.,,,+,.'7•Y ..A..•"",. -.�,.r. �"=NO. ... - .. ....ii _ .. • ... .. w syr • .... �. . � .r '..�9 -' :.....-.. _.�.�1A ::�..._ �.�., • -. f. .+.--. -..""� � rlr11111 1l1-� I � rIr � 11 11r� 111 1 � rlrpopitpoltopolio( IJOTE : IF THIS MICROFILMED [ 2 3 4 5 6 7 � 9 10 i ��• 12 - DRAWING IS LESS CLEAR THAN PAIS NOTIGE-0-17 lS DISE TO PAT F N �.. THF QUALITY OF THE ORIGINAL DRAW ING. OE 6%' 82 12 92 S?_ b2 E2 22 12 O2 61 81 11 91 S I t 1 61 21 11 01 6 9 L 9 S � E �� ,�ll�lI11�IIII�ItI��l1��rI��t��I��III�IIII�11111111t�11��1�t��t�1��1t��llll�llll�llil�l�lr1111111111!1111111111111rr�illllrlll�ltJrlllll�llll�llll�fftilllllllrll�ilrtlll111111111111�l11��1�1111111�111111�11`rlrrlri1r11.1111,11i1�LWlll�ll�t�iU�ll,pllN , - . ._ . _ DEDICATION : KNOW ALL MEN BY THESE PRESENTS, THAT ELE3ANT HOMES CORP, AN r►RF(7,rN CORPORATIGN, DOTS HEREBY MAKE , ESTABLISH , AND DECLARE THE ANNEXED MAP OF " PATHFINDER" AS DESCRIBED IN THE ACCOMPANYING SURVEYORS CERTIFICATE, A TRUE MAP AND PLAT THEREOF, ALL LOTS BEING OF THE C ` N'ENSIONS SHOWN AND AL. L_ EASEMENTS OF THE WIDTHS THEREIN SET FORTH AND WE DO HEREBY DEDICATE TO THE PUBLIC AS PUBLICWAYS FGREVER, ALL STREETS SHOWN ON SAID MAP. ELEGANT HOMES CORP., JEROMr P LUTZ , Presiaent TIMOTHY C . VINCENT, Vice-President STATE OF OREGON S. S. COUNTY OF WASHINGTON THIS CERTIFIES THAT ON THISSDAY OF��aj�4 , 1973 , 13EFORE SAE , THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY APPEARED JEROME P LUTZ AND TIMOTHY C VINCENT, WHO BEING DULY SWORN , DIC' SAY THAT HE , JEROME P LUTZ , IS THE PRESIDENT AND HE DID SAY THAT TIMOTHY Z VINCENT IS 'THE VICE PRESIDENT CF ELEGANT HOMES CORP, AND THE FOREGOING INSTRUMENT IS A FREE ACT AND DEED NOTARY P'UBL:C 14-414[) cOR OREGON I SAY COMMiSS1Gy"d EXP! RES -1 - j 5-` I APPROVED THISIQDAY OF ,P�'` _ , I �J73 A=,PRCvEG THIS11DAY OF MAY , 1973 � TIGARD PLANNING COMMISSION CITY OF TIGARD BY D _ - 8Y A-- ef000e CHAIR MAN MAYOR APPROVED THIS 6 DAY OF c _ , ; 97 ? ArPgCVt�C TI.115 L�C.AY Gr=�_,rtne _ , 1973 5 ags .�E,�-,- DIVISION , DEPT. DIRECTOR OF 8 TAXATION CHIEF, E rSURVEYOR ) tWASHINGTON CO.( COt�►Ni'Y ASSESSOR ) WASNIIdGTO►!1Y CO OF' { COU QTY ATTEST PFRO`v`r TH1 552 DAY OF 1973 DIRECTOR OF RECORDS a ELECTIONS BOARD OF COUNTY COMMISSIONERS ALL. ( COU14TY CWASHINGTON COUNTY WASHII GTON C UNTY apatr o�,ss .�., BY - /3 - 7.3 APPROVED TH IS f DAY OF IL) yp�_ , 1973 — —_ j— WASHINGTON COUNTY - HEALTH DEPARTMENT BY- DIRECTOR — —_- - —_ P y -7 js 33 j • ww ' /.�� a •...••..� 'tom FATHF T"DER NO . 2 6 OF 6 1 IN AWONMWel ._... . :� �,� i �,� lil � l 1 1 � 1 � 1� 1 Illi�� 1 E� r�j'i r +�'j�� l 1 � 1 � 1_� � I �1��r � � rll 1r � 1 lil,� r_.� r � r � l � r � l� i � l I � r � r�� I � r � l � i ► � i � l� l i � l � li � III � � II iil � � li � � I � r � l t � � � l"� 1 1 � 1 � IrI 1 � r � ��'1� � � � 11 - _. NOTE : IF THIS MICROFILMED / � to � 2 3 4 - 5 6 7 8 9 �0 1 � 12 - � •� . mom DRAWING IS LESS CLEAR THAN THIS NOTICE; - IT 1S DUE TO -E QUALITY OF THE ORIGINAI , RAWING. OE 6? 92 L2 9? SZ VZ CZ.._ .�ZZ OZ 61 91 11 91 S I t► I E I Z I I 1 01 6 9 1 9 S b E IIII 111111IIIIII11111111111111111411116111111111111111oil IIiIlillIIN1i11111111111110i11r1III 11111111111111111111141111iIIIIIII Jill I I 1111111 111111)�ulWtWltll�Il��lVlil��ii11 al Q z 1 t O � : r- r Q r C _ LLJ K S CL to _J 4 n W Ll m C� � /fl U V / G W cr O W Q C, U, U w ~ -7 H O cr L U W Q 1 00 0 ' - I CD W UJ J cn NI Z <Ir JH- r c ~ U) ` W r f-- > uj tL w cr 1 Ir T W n `1 G J V) 1 �� W - U u G F a lil � M (A cr Q J Q 00 ti- 1, m ~ XON' za Q W cr C) cr W J w 5 H N h (-) o F r, cn LL z O z a N F- W LL U' 41 cr nW. aJ aw as • z J cr(r u1C7V m � Z W f• Z fn <( U U) - ------ W W F O W [I Q 111 _.. M� '. W ' U z i N ' Z s w t m Y ! i � < ?? < N 0 IK K W � N N U N C r cr :Nv oW r U V Q O (, w r Q O � =N Z r 18 N N ra v s s�► ELM SENOEp;Complsh Items 1�t x yr�n,�di Put our rem In the"RETURN TO" del card from being returned to you. >•on Pof 1 pcetmuotar or encs eo or one Muth, 1• Mow to wham deliverke�dpx�„)for�Itlonal�e,yl4e1�, 3.Article Add ��,end edd� tlrsa. ntRed to: 4. Tu�,ta.ti/1 i � owing( lmurodod 8 coa Expraa Mail AWmyr obtain noneture of addresm or S.Signature—Addr9e sm ---.___.__ Writ And 0TP-nai IVB X 8.Addrelm,g Aadrtinx= 8.81pnetp ij requested a+rd fee pa1dJ un—Ippon't'—"""”— x PS Form 3811,Peb.198 --------- DOM TIER C gET�`P,FCEIPT CITY OF TIGARD#' OREGON • DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROTECT No. s II. PROJECT NAMES iII. DRAWING (TITLE) ( -`�=''^^�\ — dated:— / iv. PLAT (TITLE) s / =� �^� 1 dated: V. SITE LOCATION: -��-�T G � "' � r IL VI. PRINCIPALS: (1) DEVELOPER: ___. • Address , Phone No. _ (2) DEVELOPERS SURETY AGENCY: �__ • Address -__ Phone Pond No.__- ----- -----* Exp. Date---/-/ - 1 A (3) ENGINEER: 1AI.� I �� s `11 s ` -----•.�_...� Address , Phone No._-.----- (4) INSPECTOR:—_ 'G ►^_,Y v� _ __ __--- —_�_ Phone (5) PRIME CONTRACTOR: .`_.._ ..__...-. -.--• ---- i Address___---__-_-_-• ..._ , Phone No.^_— M�„• (6) CONTRACTORS SURETY AGENCY s____-_ --- Address r'honr No.-_�--•_-.� Bond No. — Exp. Drte ' . (7) SUB-CON'fRACTORS:�r__�