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GENESIS NO. 2 SUBDIVISION
DRAWN gY D GENESIS - PHASE IT BkiflTGfJ - _ _ --- STREET a STORM DRAINAGE CHECKED 9) R P L I - - -- GENESIS ST. - DRAWING N0. IA 7 9-5- 7e MISG. REVISIONS J[,6 - 1 N0. DATE DESCRIPTION OF REVISION BY /7r I'r- '�/r/''�l�' Efj, /VNROJFCT N0. 75 1 SCALE : VERT. I " = 10' �� H 0 R Z . 1 I' = 40' w,�c _ 1 Do / � CL GENESIS •� C B / A= 540 44' 5911 SEP 1 3 1978 54 3H 1.6 LT 24 36 Ro 325 I. E. 243.5 / !4' L= 310. 8' CITY of ARD }-G. 247,56 ISLAND m , , I LEGEND CURBS CONIaILT \\/ UNDER PHASE I / ------ ^-- `� V � Ir+ GRCUND Vi CENTERLINE � , 1 C ; ... / sof) PL PROPERTY LINE 3 MANHOLE NEW AGENESIS �L� 1jV{ O FOR ISLAND DETAILS = 59°4114811 ' ' r — — -- — CURB INSIDE FACE ; MANHOLE ExISTING BEGIN PHASE SE � � ��/ n� SEE DRAWINGS 4,5 R - 135' P 5+20.35 ` J „�° �/ '� L = 140.661 T-- j`4_4 g5 e" s -- SANITARY SEWER NEW �� CLFANOUT NEW BEGIN GiRB 81 PAVEMENT _ �6,• 1 I 20 R 4 -� \ c'�•. -5+A2 19 e" s — SANITARY SEWER Ex c�r,�dG v CLEANOUT EXISTING 5a20.35 END PHASE II j (TYP BOTH SIDES OF STREET) �� �� \�.\ '1 11+08.69 / \ SEWER SERVICE LATERAL ® A CATCH BASINS 0 81 +� \� \` �• �o END CURS tt \` SEWER 1Y' p VALVE BOX ' \ 66.04 OF lost S.D. A.C. PAVE ME N T 0529 s" W -- WATER NEW —��— REDUCER 121.9 OF 101' S.D:, ` " @ 'S = 0.0494 \ SLOPE EASEMENTS\ w WATER ExISfING CAP C./ ' _ \\ 97 5. LT 16 > +2 \� \� \ —6WATER SERVICE —fla— GATE VALVE AI� 3 I.E, 206.00 a, / ! �� z" SO— STORM DRAIN NEW TEE `.�1011S D. TG. 209.6 . \ AA'� / \_ -- -- --1G so— STORM DRAIN OLD -- CROSS N46°2418 G INSTALI 1792 OF 10" S.D. � \ C,+51.37 R 19,18 1 .E. 237.50 OI \ / `\o/I'- - 1 @ 5° 0 0554 FT/FT �•- � m / '�•,��, \ GAS GAS �- 900 BEND T.G. 2!;1 ,85 4�.3j 9 �� _ '��y —POWER— UNDERGROUND POWER �— FIRE HYDRAN r 1 -`� / SLOPE EASEMENTS \ ' Q TRANSFORMER THRUST BLOCK �! r $ PHONE OR POWER POLE TREE OR BUSH �1/\ M "S�' B.CYC'_E WI{EELCHAIR RAMP i . A1PyFF 11f PHASE I r^> I I � ''' lt! 'i •�; 5 RT � �� \'Q - • \ EXISTING 1 rT'►t• cr° ��( ° 22550 Cr�UTI ON c� ` I�c.�'`� J_ L LL) \- TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION 7_ rC.0 ;I„ rj^ �, 229. N 35' 2a'2a" E C; `�' \' . DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY I� Q 13 t'a►r J A� 1"J• 0+3 25 LT i3 Q m /� J I . 134.82 'Q I.E. %;1.50 \ STREET EXCAVATION OR UTILITY `fR -NCHING. WHERE i C� >, �•ST� LLJ 'O( F INSTALL 20.27' T.G. 2:5.55 \�� °' CONFLICTS EXIST CbNTACT DEVCO ENGINEERING � d -� Q w lv u> OF 10� S.D. i� � ' o. M `; �WI C� 1 � � (757-8991 ) BEFORE PROCEEDING. .� N o t/'� 1•� o �; l ►"/' S: 0.1006 FT/FT e N 0 + + a ) a, I 5 i INSTALL 3389OF IC" :"L �p ........... ... .... .. . .. .. io N 15' ( - C 1 4 . ... ...._.......... + . 0 0 - _. .. N of o yF: IoIP N �/ @ S- 57 FT/FT s q/4 p a . N . + R WItJG 3 5'1 4 A_ • TS.LAf'JD :III : ---_- _ _ N :001 V.C. ✓ «-;__119' V.C. • _ _ I _... .... ......... ............... .. . ..... . .. . ....... ........_. O39 N 0 T 1501 V FT F X ITING GROUND - - E �T UND o �� f _ , . . . 1sLA I_ a .............1.........240. .... ... .. . ... .... . .. - _ �_ • � � 15 42 a 01 ch _.. ...... ...•... ... ...... FINISH STREET ' - - CL LL Q1 . W 48iFr� y 1— U � O i 23') No N. .... :. .. ..... ............... .... ... . . . ....... _.... .. ..... . ....,_.... :............ .. : - ... S\ q` \ rq,T O\ O N A ON 00 rn I + r` o q6 ° 220 +� L� rn �_ .._ _... .... . .... . . . _. rn N O ;... . . ' fir/ . O t . . . . . in oNo �'MsTq Fr ° N : : : : ' : . : : : : : : : s S\ C . . . . . . , C - 2 I0 a v o w p. o �3y ; + O 13 ' K1' 1 N GO i i A • In 1 1 4 0 NC\J. ^ N F► O i (11 . N0 ,A I EXISTING GROUND U) � + u . "' c0 H FINISH STREET _.. . X00 ........ ..... .. L . . . . . . . . l . . . . . I . 190 _ `l� oN ..�. .....•.y,,.w-..... . . . ...... ...i ...:.........: i , __.... ..... ................................... ............ .. N (� LO M 0N O 190 oCID 0}1) W 1 Jw CLASS D BACKFILL : : } i - i . . i ........... ................ . M 5+00 tU0 6+0 9t0�J 1 10.10( I ltoo 12+00I3t00 f .•........ I,..................................... .. .... I (1F n 1. HERCULENE'.IAIRIAI MINION r C CRYSTALENE"11 INA ING PATO - .:: ^ — • - i ..- -- IR PAI dN NJ I T..'w^7 f AlI 1 1 A N L M II U I s. t I -r— j �' I I I it'll I 111111 I I �i'� I �41 I t I I I I IIr7ry 1}�r I~ I T I ( I I I ( I III I C r I ( I I I I 1 I I I I I I I I I I I I I ` ... _ ..-. r I I I N � 1 l �I 1 1 1 1 1 1 '1 I I I� l � � ( • I� I I I li) I I I I { I I { 1 I I 1 I 1111111tIl�Yill��1111111111IlIl+t111101111 ------- NOTE: I F THIS M ICROF I LME D { ��*- 2 3 4 5 6 7 8 ® I p I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICIiv*1T IS UUE TO - 11f QUALITY OF THE ORIGINAL I rURAW I NG, -- 6k: ez Toz Ice 92 s2 ti2 cz 22 la GL 61 of t1 91 sl t,I c al I1 01 -d 9 t 9 s r ' c It look".� .r'_. ,►II1u111unluullcn uullnl uu1111 n1uu11n111nu uubls<I uu1H1 111un ►n1111ni11�1{nnln11h1lllnnluulllulunl111111 nt111u11�H{t1111u11111tt�111t{1n1�11u11n1�tMl� q 1 11u1111uIm111n111111�U�11U1ut1�lIINI�►111111JI�IU�i1M - - .J SNE 24 1992�,�..,,,•_' :_.r w. ._.�_ _ - _ .i..�. _1.ow"I .'MI�I �IYi...at11�"+......._f. . •J �-------------- FGENESIS - PHASE II DRAWN BY S b11OV E__ - STREET 8i STORM DRAINAGE CHECKED BY R.P.L. AMBIANCE a QUELLE DRAWING NO. off - P/4 �: EV29/78 GENERAL_ REV OF AMBIANCE S,-, S (7, \, N0. DATE DESCRIPTION OF REQ tlh 9Y DE%C� FNG//YEER� ,UG, //y_: PROJECT N0.- 76 -7- � 1 PIS' � 1 1 "--- -�,Z,_,_ ___, SCALE VERT. l ►► = 101 __�,__ - i HORZ . I " = 401 /� .mmummmmmm� l . \ \ \\,\ 1\ \ \ I ETRE T _- ,q4 I I R a 200' .. _ �O ) / I D = 13° 87'54" 10' -'I �� \ I EVSTING ARC 4 .50' �� `y HOUSE 1 � � � � � � -�' �\. ��� ro FOR S' SFE DWG 7 r/ �, ,titi / ��� � A>, �O�I V --- - - '_ \ \ a __---- _ - / �/ �\^� �, i Z' __ i `�y E A L j� ���` �, HCl, % 1 � ■ f / \, 'lam - - ..-.. -� ----- I - = -- PEr �/ 0 Gf - � - - � �_ �FOR ISL ND .g0 6 •'drI %O � - -- - _- - - !'o - I O / DETAIL £ F_ \ , ,O �l /' SPACE \, 1 P, x c -� - � _��' / DWG 4 % / M Itl _t _ li I A V - - I - - + - _ \ --- ----- - -I- '-- +_I------ 1-' 1 _ / 1, _ M- - I , I _ � _-�� I I 11 IY 5 - - 1 I P/L s - --- -- 1_ - - �� ¢ - i - / �o. - - -- - I I LEGEND Lt 5 '1 / CJ +, I i ' J j i \ � l 4J SLOPE EASEMENTS',��� 1- \\ i� W �I v(J� I i L i LQ I W I ` ` . " P/L of - -_.. - - - --- - - - -' -- -� FOR ISLAND DETI L 11 11 1 � . 10 In d r�a� ��.- - 0 , I ---- �� V I ____ --- - - ---- E C `� - �I � �E W' 4 / - - CENTERLINE .�.m �• GROUND 1 ` / 11 u I Q 1 - PL PROPERTY LINE (� MANHOLE NEW • I N _ � 1 tL \ 1 R S 363.50,REET \ I \A �� / - -- - - CURB INSIDE FACE `3� MANHOLE EXISTING IA - I o 59,12" ,I,,I I It1> ' ��--- --d" S -- SANITARY SEWER NEW CO CLEANOUT NEW A = I 6.80' II � _. - _8" S _ SANITARY SEWER EXI;TI,NG, u --LEANOL'T EXISTING i 1 I Ltl I -.� \, -�- SEWER SERVICE LATERAL ® ® CATCH BASINS I ----� I \ SEWER 'Y' p VALVE BOx 6" W - WATER NEW -{�- REDUCER I / --- -6" W - WATER EXI,TI%_, -� CAP WATER SERVICE -->� GATE VALVE �� AUT OV 12'' SD- S•fGRM DRAIN NEW � TEE TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION - -- -12" SD--_ STORM DRAIN OLD -�-- DESIGN. ROOTS S ,Ai NOT BE EXPOSED OR DAMAGED BY CROSS �- _ STREET EXCAVATICl1 7R UTILITY TRENCHINr,, WHERE GAS -- GAS �- 90° BEND . �-� CONFLICTS EXIST i_cvfACT DEVCO ENGINEERING POWER - UNDERGROUND POWER *-- FIRE HYDRANT (757-8991 ) BEFORE PROCEEDING. Q TRANSFORMER �- THRUST BLOCK t i� PHONE:% ti ; . ... ............... .......1..11.1 ............................... H NE OR POWER POLE TREE 0 BU : _ L. 11.....1...1 SH N , In ..I... .. ..• .. .......................... 1111..1111 ... ... .. .p. i ti . . . . , . . . . . . . . . . . . . ....E... ... ... 1111. ... .. 1111 ._ .. .. ... 1111 ... .. i O ID O N ? i c �. . . . . . . . . . . . . . . . . . . . . . . . . . . •...... . O r0 . . . . ...L.. ( . . . . . . . . : 11 : : ` O N V � : : : • ` . . . . . . . . . . . . . . . . . . . . . I . . . . . . . ... I a . . : N . . . . . . . . - ` . . . . . I N N 1 . . . . t . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 11 . . I 0- ' 199.7.' V.G. u . . . . i . . . . . . . . . . . I . .. 1.......:.11 .. .;. .. n: ' ...... 1.....111 1111... . . . . . . . . . Q . v- _ ...... ..i....................... . ........ ... ............. . .. .. 1111... ... .. u 1111... ... ... .. .. ... 1111 .. .. .. .. .. 1111... ... . . . . . . . . . . . . . . . . f- 8 . . . . . . . . . . . . . . . . I . . . . . . . . OI 40 . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . m IN . i . . . en J I . . . . . . . . . . . . . . . . . . . . . - : . ti ,o to U : . . . . . . . . . . . . . . . . . . . • } I I : UN o _' N : m Q Y1 . . : : : . . . . E .. .. i t . . . . . . . . . . . . . . . . . . . :... i �.sG.. _.. - N.... 1111..... ............................. N. U•. .. ._ ..........1111.. • . . . . . . . . . . . . . ... 1111.. 1111.. ........ 1111 .. ... 1 111. ....................................... 11.1 1. ...........I........ ......._ ........... .. , 1111. ......... ...... .................................................................... 1111... .................. 1111... . .. ... 1111 ... .. ... .. .. .. 1111. .. . . . . . . - a . . . . . . . . . . . . . . . . . . . . . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . ..,,.. . f SIX O.C234 F f7FT� \ _ . . . . . . . . . . . . . . . i . . . : . --+ '- : - - -. I - -� _ : . . . . . . . . . . . . . . . . I : : : . In 0? ` R/W I ' i + to z'4o 111 1 _1111 .. G . . . . . . . . . . . . . . ` . . . . . . . . . Ex 1 -1111 *TING f1R0UN0 e . �, . .... ............................... .1......11.1. r . . .................... �... 1111.__. _ _ 1111. . 1 . . . #.. ... . . . . . . . . . . . . . . . . . . . . . . . ' . - i •�; . . 111'1 f11 O I _ . . . . . . J� . . . . , a; . . . b+�D # I I � w ` . . ; . . . . . . . . . : : : . . . . . . GENESIS : : : : : : : : : : : : : : : : : ` : : : : : : ' : : : : : : u N. . . . . . . "� . . : : . . : : : : : : I . . ` . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . .Y . . EXISTING GR©OND : t : ... F. .. H . .- .... -1. .. 9 I' 2.� . L. rL 1111 i z..................... ... . 1111. 1 i . . . ' .I ...1111..................... .. �� ... 111,1. 1111 1111. r} u7 i PROFILE �. ; 9j... r . I : : : ' : ' . : : 2 0 .. ai . . . . . .11;11.. . . . . . . . . ' . . . . . .... . . . . . . . . . . . . ?'50 ,�, S1 .ti m .�. I . . . . . . . . : ' s• - . . . . . . . . : 7 M •f r'n I� I . n . :` . . . o,� O a ,� _r _ _ I I . . L . I . . : : . . . . . : , , : : : : sir . \ . . . . . : : : : : : . : : : : . . : : a7\ r : ( : . : : : : . I : : 1111 : . �� L1 . : : : : : : : : : : : . . . . . T : . . . : : 1 . . . . . . . . . . : . , • . . . . 1 . . . . 0�pO EY�F . ............... .......... i............................ . - -- STREET l ...._............ .......... ... - S E L., �.ZO•. _ - - - S H :............ . .. :... 0. fl JI T , * ... .... ... ... . 5- I I . . . . . . . . . . . . . . . _....... ...._ _..... ....... T' J ... 1111.. 1111.. .. . .. . .............. 1111 . I . _ .... ..... .... ...... _..... ................................ _.. . ' : : : : : : : I . \. : ' : : : : i . . . . : --- 240 . . . \ 1111 . . . . . . . . . . . . L.. . L.•. . . . . . . . . . . . . . . ; . 1 . ol . : . . . . . . . . . . .. .PrL' . . !. . I . . . . . 1 . . . . . . . . . . . . . . . . . I . . . . i . . . . . . . . . . . . . . . . : . : : : : . . 1 . . . . . . . I . . . . : w. : . . . . . . . . . . : : : 1111 . . \ . . . . � . . r . . . . . a+ , . . . . . I I _............... . . . . . . . . . - . . . . . . . . . . . . I . . . . . . . , - . . . I . 240 L . _......... ............ ... . ... ........ .9 . . . . , . . . : . . . . . . . . . . . . . . . . . . . . . . . . ... .... ......_. _. _ __...I... .. .... . . . . . . \ I i ... �. 2 3 t i . . . . .... .......1 ... .............1 - . ..... . ......... .........I....... I...... . . . . : : ' . : \ I . . . . . ; . r : N I INSTALL IO.06LOF -REGRA x' 10°S.D.� Sa0.3Ai FT/FT f� UE lu 1 . I . . . , ; ; _ _.. .............. , . I \\ . . : i . . . . . . . . . , . . . . . . . . . . . . . . . I . . . . . I . 200 . .. .. .. .. i i I . ... . . . . . t . . . . . . . . . . . . . . •I' 1111 i O ............ .1111 ............ .............. .i.. 1111... .. 7 .. 11:11 1111.. 1111. .. �.' 1111 45 ELBOW %!y a _ . 1. I . . . ; . . . . . . : 2! i 1 a m ...._I. .:....................................".. ... I . . I . . . . . . . ! . . . . SON 210 . ... .. .. . .._ , 11.- .._ _. . _ . _ i : : . _ - _1111 . . . . .. ... .. ... .. .. ... .._ a u i . . . 1111 . . W . . . . . . I . 1 . 210 . . I . � . I I . . . . . . , M I . . I . . . . . . .I................. ... . .. .I... .. _. .- : .. . o a i . . . _ 1 .1111 .. . .. , ...... . ... .. .._ ... • i : . . : _ _ . . . . . . . . . CLASS D 0 - . . . . . . . . . I . a 1 BACKFILL �• o I 1 . I \ I i i : i : : I _�CL_A;S�C'BACKFILL - . ! ` I _ ....' .............................. ..I....... .................. 0+G0 ............ ......i......... ... 1+00 2 +00 5 . . . ... .. ... I. .... 3+00 4 00 . . 31I�0 4}QQ I a Q0 .. ........ ......... ................................ .......... ........_.. .... . ... .. ......... ...i.... . . ....... ...........1.1 ........ .11.... . ..1. ...1 . .... 11. ... ... .. - I.._ . .... ..... I... ... ........ .. _ .._.. ...... . . ' 20 I n .hICS I S # ()F .I - --- _..,_____ IKJ-I� HERCULENr,,,,,.,nu wvrw.. � CRYSTAI.ENE"11 MEMO ruo I rk�1 �1111MI --%"-V lwal� _ _.._ _. - _- _----_. -.._. ._._. --.----- _- - -- ---_.. -- ! �I l ll l,I,CN UO i r�11 l a NO I 111___1__.-.. �_. _. '' h I 111111"1 11111111 111 11 10jfi 11 '41 I l i '1.� 111 1 rl '1 111 I l r 11 III I I 111 1111111 rl r III III ill III II I 1 111 111 111 1 1 1 1 1 1 1 1 1 111 711 11, III �,� lel 111 ►11 111 . . . .0 . . . . -1 �., �- __ ry I 1 I`'� I I I 1 1 I I I I I l l l l l I j I I 1 1 1 ( 1 1 1 1 1 1 1 1 _.,� 2 3 4 5 d 7 8 9 10 I i I? NOTE: IF THIS MICROFILMED -- - � - - DRAWING IS LESS CLEAR THAN -------- mob. 4' THIS NOTICG•r`17 IS DILE TO 04 . QUALITY OF THE ORIGINAL I ^ DRAW ING. - __ .--_" ._.... ._._ . --- .._- - _-- - -----'---- - - / �E ez ez cz vz sz rz ez as la of $I 81 c1 91 21 O1 CI a1 11 01 -i o c 9 s r E e ►M•'- �, o►ulwlluulnullulluul►►)►Il1N111141S111i11IlINlllllliOUI►HIIIIli1N�1111HNH1IINII�f�MNllllllltllllin1111111 In111ullllulnnlmlljuili p duiihiti ttlniilllulluliolilH .,.;' r . , ..W - . it JUNE 24 19 9 ..� ,,,. _...�. -.---- 1111._..-_.. .. .. ,V,,,,,q„Oa -,,,P,,,,,,-.mo.,,,,n,rr••_-,,,,,,,,ate.-..�.� ti.-,V--.. ..,....,..._..�.. .. *,- gmrn„t,,,, 111_. jw...- _ " . . I I I - . W', ..w. . - . - __11 111,,1. ' X LO N //� �a • _ =yam.,;. 11ff i � f! a J oa ww aw � w� wA C-----'September 3, 1991 TIGARD ON `PO HOM IT MAY CONCERN: � This is to acknowledge that effective this date, street, sanitary and storm sewer public improvement facilities installed within the following development projects are hereby accepted by the City of Tioard, Oregon, for operation and maintenance: 1 . Mallard Lakes Suh-3ivision , 2 . 10Fth Avenue Sanitary Sewer 3 . Morning Hill (Lots # 1 - 53) Subdivision 4 . Morning Hill No. 2 Subdivision 5 . Gallo' s Vineyard Subdivision 6 . Dover Landing (Phase No. 2) Subdivision 7 . Ari Green Subdivision 8 . Genesis No. 2 Subdivision 9 . North Dakota Street Sanitary Sewer extension 10 . Morning Hill No. 3 Subdivision 11 . Tigard East Sanitary & Storm Sewer. Relocation 12 . Exodus Subdivision 13 . Cotswald No. 3 Subdivision 14 . Swanson's Glen (Phase No. 1) Subdivision 15 . 108th Ave. /Durham Road Improvement 16 . 113th Ave. /Durham Road Improvement 17 . Albertson's Sanitary & Storm Sewer Extension 18 . Merestone Subdivision 1) . Clydesdale Sanitary Sewer Extension 20 . Tony's Place Subdivision 21 . Barbee Court Subdivision 22 . Winterlake 0ubdivision 23 . Creekside Subdivision Randa'.1 R. Wooley, City gineer di/,7N:opt.-mein.%cp 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503'639-4171 MEMORANDUM CITY OF TIGARD, OREGON TO: JOHN H. Respond By FROM: MIKE M. For Your Information DATE: July 7, 1989 Sign and Return SUBJECT: G'SNESIS II I have reviewet- the file and inspected in the field the problems discussed in the letters of May 7, 1985 and August 30, 1984. The situation with the water meter boxes and the sidewalk has been resolved (marginally acceptable) . A one foot by five feet section of sidewalk is still missing by the power vault at 13320 S. W.Genesis Loop. Thq "conditiogp requiring sidewalk on Novare C .,,,"J.0 nob lved and .would be ♦9ty dffficrelt, 'costly and againut the -redY�0Ats�"_ Cyew�e I called for Ken Elliot and was told he is on vacation until July 17,1989. I talked with Ken Fox who was also familiar with the project, and told him, in my opinion, the only iten, remaining is the installation of the piece of missing sidewalk. Ken's opinion was to not spend any more time or effort to go after the developer for such a minor item that City crews could do. CL-ff e-,r� 4.1.1 I T Cm -Ile- 143-le- Ta Ash Cale O I M . OTDONNELL, RAMIs, ELLIOTT & Ccr._W MARK P n Dnwru LI ATTORNEYS AT LAY: CAMPY orrlcr TIMOTHY V RAMI'. KENNETH M ELLIOT't SALLOW & WRIGHT BUILDING 1N1 N (.".N1 ! 11 0 CANIIV ORtG(lN 11701 I STEPHEN F CREW 1727 N W. HOVT STREET 1603) 266 1140 CHARLES E CORRIGAN• PORTLAND.OREGON 87204 JOSEPH M SULLIVAN 1603) 2224402 AOMIMISTRATIVf ASSISTANT — MARGARET HAW, PLEASE REPLY TO PORTLAND OFFICE SHARON L WILLIAM! KATHERINE A ELYNN •ALSO ADMITTED Tn PRACTICE 11.STATE OF WASHIN13TON COMPTROLLER PRISCILLA E. WAN' November 1 , 1985 CERTIFIED MAIL - RETURN RETURN RECEIPT REQUESTED Mr . Gene Kutsch, President Kutsch Enterprises , Inc . 3045 South Shore Drive Albany, OR 97321 Mr . Darrin Dow Bond Claim Department Reli,ince United Pacific 33405 8th Avenue South, C-3000 Federal Way, WA 98003 Re : City of Tigard - Genesis III Subdivision (Subdivision Performance Performance Bond No . U-085-448) gentlemen: As you know from previous correspondence , our firm represents the City of Tigard . On October 30, 1985 , an inspector from the City of Tigard discovered a sinkhole .In the street in front of 11375 S .W. Erste Place, in the Genesis III subdivision . The depression in the asphalt is about three feet in diameter , a,"3 the inopector pushed a steel bar down to a depth of three feet before meeting resistance . The City has erected a street barricade around the sink hole to alert traffic and pedestrians . However, the City wants the street repaired as soon as possible to avoid pc:tential liability for third party claims . Demand is made upon each and all of you to repal:, the street immediately. If the work is not completed satisfactorily within v sW w RWJURIULMIKM Mr . Gene Kutsch, President Mr . Darrin Dow November 1 , 1985 Page 2 t,:-n ( 10) days from this date , the City of Tigard will perform the work and file a claim against the bond to recoup its expenses . Sincerely yours , Kenneth M. Elliott KM'E:dd CC : Addressees by Surface Mail Jonathon L. Goodling City of Tigard 1 O'DONNELL, RAMIS, ELLI13TT & CREW ATTORNEYS AT LAW BALLOW & WRIGHT BUILDING 1727 N W HOYT STREET PORTLAND.OREGON 97209 City of Tigard Attn: Randy Clarno P. O. Box 23397 Tigard, OR 97223 ar?o T mw WASHINGTON COUNTY,OREGON October 30, 1985 Jay Miller P.O. Box 23291 Tigard, OR 97223 Reference: 13280 S.W. Genesis Loop Dear Mr. Miller: We must now insist that you correct the sidewalk problem at the above noted addr,ess. You were notified by telephone and by letter in August, 1985, and to date you have not made any corrections. Please advise when you plan to make these corrections. Sincerely, 10/-24r5, R. L. Thompson, Public Works Inspector (RLT:br/2065P) 12755 S.W ASH P.O. BOX 2.3387 TIGARD, OREGON 97223 PH:839.4171 /t CITY'01FTIGAM August 14, 1985 WASHINGTON COUNTY,OREGON Jay Miller P.O. Box 23291 Tigard, Oregon 97223 RE: . 13280 SW "enesis Loop Dear Mr. Miller: This is to inform you that the sidewalk at 13280 SW Genesis Loop was poured wrong, as I have already told you by telephone. The concrete contractor's (Tri-Span) crew had been told to meander the sidewalk around the utilities but they didn't. They also poured without an inspection. Now, the sidewalk will have to be removed or you will have to move the water meters to the back of the sidewalk at the south end of the sidewalk and the TV pestal needs to be moved to fte back of the sidewalk at the north end of the sidewalk. You will then need to extend the sidewalk to the property line at each end with a ramp at the north end. When this is completed we will than ok all your Public Improvements. Sincerely, K.L. Thompson i Engineering Inspector (RTL:cz/1715P) 12755 S W. ASH P 0 BOX 23397 TIGARD,ORFQON 97223 PH 639-4171 1 CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY PLANNING COMMISSION 1. Concerning Case Number(s): V 8-85 2. Name of Owner: PUBLIC RIGHT-OF-WAY 3. Name of Applicant: City of Tigard Address 12755 SW Ash Ave. City Tigard State OR Zip 97223 4. Location of Property: Address SW Novare Ct. , public right-of-way in front of lots 39, 40, & 41 . Tax Map and Lot No(s). 2S1 3DB 5. Nature of Application: For a variance from Sec. 18. 164 .070 of the Community Dev. Code , which requireE that sidewalks be constructed to laity standards. 6. Action: Approval as requested X Approval with conditions Denial 7. Nrttce: Notice was published in the newspaper, posted 6r City Hall and mailed to: XX The applicant & owners R— Owners of rer_ord within the required distance XX The affec•_ed Neighborhood Planning Organtzntion XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON May 17, 1985 UNLESS AN APPEAL IS FILED. The adopted findings of fact , decision, and statement of condition can be obtained from the Planning Department , Tigard City Hall, 12755 SW Ash, P.O. Box 2.3397, Tigard, Oregon 97223. 9. Appeal : Any party to the decision may appeal this decision in accordance with 18.32.290(A) and Section 1.8.32.370 which provides that a written appeal may be filed within 1.0 days after notice is given and sent. The deadline for filing of an appeal is 3:30 PM May 17, 1985 10. Questions: If you have any questions, please call the City of Tigard Planning Department , 639-4171 . (0257P) City of Tigard Planning Commission Final Order No. 85-09 PC A FINAL ORDER INCLUDING FINDINGS AND CONCLUSIONS, WHICH APPROVES AN APPLICATION FOR A VARIANCE (V e-85) REQUESTED BY THE CITY OF TIGARD. The Tigard Planning Commission received the above application at a public hearing on April 16, 1985. The Commission based its decision on the facts, findings , and conclusions noted below: A. FACTS 1. General Information CASE: Variance V 8-8J REQUEST: For a variance from Section 18.164.070 of the Community Development Code which requires that sidewalks be constructed to Cit,r standards. The variance, if approved, would allow the requirement for sidewalks in front of lots 39, 40, and 41 on SW Nova, Ct. to be waived. COMPREHENSIVE f „AA DESIGNATION: Public Right--of-Way, Low Density Residential ZONING DESIGNATION: Public Right of Way, R-4.5 (Residentiai 4.5 units/acre). APPLICANT: City of Tigard OWNER: Same (Public Right-o:-way) 12755 SW Ash Ave. Tigard, Oregon 97223 LOCATION: SW Novare Court , public right-of-way in front of. lots 39, 40, and 4) , Washington County Tax Map 2S1 3DB 2. Background Public Improvement plans were issued for construction for Genesis II on September 6, 1978 subject to conditions. Sidewalks were required on the west side of Novare Court. Construction of the homes on SW Novare Court took place from April 1979 through 1982. During construction, the City allowed the homes to be built without sidewalks. As a result residents have incorporated the portion of the public right-of-way designated for sidewalks into their yards. The three affected property owners have petitioned the City to have the requirements for sidewalks in front of their homes waived. 3. Vicinity Information All of the surrounding properties are zoned R-4.5. All of the lots except one on SW Novare Court have single family homes on them with landscaped yards. SW Novare Court is approximately 250 feet long and ends in a cul-de--sac. There are 12 lots with direct access onto SW Novare Court. FINAL ORDER NO. 85-_PC - V 8-85 Pag• 1 4. Site Information The east side of SW Novare Court is too steep to accommodate sidewalks so none were required on that side as a condition of development. The west side of SW Novare Court is less steep in front of lots 40 and 41, however, the grade is fairly steep at the corner of lot 39 and SW Genesis Loop. The residents of lots 39, 40, and 41 have landscaped to the curbs on SW Novare Court. 5. Agency and NPO Comments NFU # 3 reviewed the regvest at their April 15, 1985, meeting. The Engineering Division supports the variance request. Comini!nts were not received from the Building Division or the Tualatin Rural Fire Protection District. B. FINDINGS AND CONCLUSIONS The relevant criteria in this case are Statewide Planning Goals 1, 2, and 12; Tigard Comprehensive Plan Policies 2.1.1, 3.1.3; and Chapter 18.134 and 18.164 of the Community Development Code. The Planning Commission concludes that the proposal is consistent with the applicable Statewide Planning Goals and Guidelines based upon the following findings: a. Statewide Planning Goni # 1 is met because the City has adopted a Citizens Involvement program including review of all development applications by the Neighborhood Planning Organization (NPO). In addition, all public notice requirements were met. b. Statewide Planning Goal u 2 is met because the City a;nlied all applicable Statewide Planning Goals, City Comprehensive Plan Policies and Develc- ient Code requirements to the application. C. Statewide Planning Goal N 12 is satisfied because the City has adopted policies and standards to ensure a safe and efficient street and roadway system. The Planning Commission has determined that the variance request is warranted in that it is consistent with the relevant portions of the Comprehensive Plan based on the findings noted below: (a) Plaa Policy 2.1.1 is satisfied because the Neighborhood Planning Organization and surrounding property owners were given notice of the hearing and an opportunity to comment on the applicant 's proposal. FINAL ORDER NO. 85-09 PC — V 8-85 Page 2 (b) Plan Policy 8.1.3. is not satisfied because the condition to construct sidewalks in front of lots 39, 40, and 41, of SW Novare j Court has not been met. This condition may not have been practical however, in that the sidewalk would not complete an existing sidewalk system and the topography at the corner of SW Genesis Loop and SW Novare Court may be too steep Lo accommodate a sidewalk improvement. The Planning Commission has determined that the variance request is consistent with the relevant portions of the Community Development Code based upon the findings noted below: a. Chapter 18.134 of the Code includes five criteria (Section 18.134.050) for granting a variance. Those criteria are as follows: (1) The proposed variance wail not be materially detrimental to the purposes of this code, be in conflict with the policies of thc- comprehensive plan, to any other applicable policies and standards, and to other properties in the same zoning district or vicinity; (2) Them are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district. ; (3) The use proposed will be the same as permitted under this code and city standards will be maintained to the greatest extent that is reasonably possible, while permitting some economic use of the land; (4) Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms or parks will not be adversely affected any more than would occur if the development were located as specified in the code; and (5) The hardship is not self-imposed and the variance request(.d is the minimum variance which would alleviate the hardship. (Ord. 83-52 Exhibit A(part), 1983). Since the proposed sidewalk improvement would not complete an existing sidewalk system, the intent of policy 8.1.3. requiring the construction of sidewalks is not: violated. In addition, the topography of the area might make sidewalk construction difficult. The use of the land would not be altered in any way by granting this variance. Pedestrian traffic will not be further affected by granting this variance since construction of sidewalks in front of lots 39, 40, and 41 would only connect to sidewalks on Genesis Loop. The City allowed the homes to be constructed and occupied prior to construction of the sidewalks and residents have asked to have the condition waived. FINAL ORDER NO. 85-ILtj PC - V 8-85 Page 3 C. DECISION Based upon the above findings and conclusions the Planning Commission appro,,es Variance V 8-85 subject to the following condition: 1. All land dedicated as public right-of-way shall remain as public right-of-way including that portion originally intended for sidewalk improvements. It is further order that the applicant be notified if the entry of this order. PASSED: This 6th day of May _, 1985, by the Planning Commission of the City of Tigard. Bonnie Owens, Vice President Tigard Planning Commission 1303P FINAL ORDER NO. 85-, PC - V 8-85 Page 4 May 7, 1985 CITYOF TIFARD WASHINGTON COUNTY,OREGON United Pacific Insurance Co. 33405 8th Avenue South Federal Way, WA 98003 RE: Genesis #2 (Performance Bond NU--05-95-24) I I Dear Sirs: At the time the sidewalk was formed up, at 13320 SW Genesis Loop, our City Inspector red taged the forms, as they had the water meter inside the sidewalk area. The concrete contractor poured it any way. Our Inspector, again, red taged this job plus telling the contractor that he would have to remove the section of sidewalk around the water meter and bow around it. But to date it y has not been corrected. This problem came i.ip again when the builder north of 13320 SW Genesis Loop started to form up his sidealk. We had him form up his in the right manner. It is still required that the section of sidewalk around the water, meter be removed and match to the sidewalk north of 13320 SW Genesis Loop, also there is a section of sidewalk missing by the power vault. This also needs to be replaced. If there is any question please contact our office at 639-4171 . Sincerely, J� e a cat 11k . R.L. Thompson d�`V I Public Works t.ispector 1 1Us'� le�r1.1^ cn�•�1,� cc : Kutsch Enterprises Inc. Luke Do,Tnelly & Dave Folts �t� ) (RLT :bs/1327P) `ie- e+n K t(�c.� Ptr5 �y ere�� �I � ` 1 1�pzzz-44aZ N 11 -2- le `a (511.1) yr s VvA e y- CV'r t"�k 1 ' J 12755 S.W. ASH {,1rj`Q MC' E j 9-4171 CITY OF TIGARD 12755 S.W. ASH P.O. BOX 23397 GARD, OR. 97223 C;v Kutsch Entecprises, Inc. Attn: Gordon Kutsch 1113 South Hill Albany, OR 97312 KU1 13 '1'--i 1.1`i""'M1 05/11./435 S9hj- RETURN TO SENDEF,' 00 FOR J,' 1 DIN(� i RC)Eh (IN FILE Q3d�:�iG�:N 3141 d33ii : `':t. t UM-)BLE TO FORWARD 1 i October �i, 19e4 Tigard City Council T+ gr-rd, Gregon RE: Sidewalk hequirenents - c.oui,.r side of Novare Court We , tt,e undersigned , t.ereby ietition the Tigard City Council fcr 1'eccovc,1 of a conuition of developmen+ in the approved sub-division Plans for CenEeis II re:,uiring that a s,a,ndard city sidt;v.,:lk be constructed from the corner of Novare Place (Court) tuna Genesis Loon tc tLe driveway of 1i1b0 T+ovr re. Andrus Neve D. tindr. us 11190 S. W. Novare Ct. Liere 1.. T::cCuen 11170 S. �;. Pdovr re Df:nr s I . '—tolarEk Fatri. '.a 1, Stoiarski 11150 S. W. Novare Ct cc: Willi-gm A. Monahan ? D \ MCI l e rrs� ��c t G^ e " Ycori'►'' r,�� r or� j r•• t 9 1984 � ���`� s�(f e . ✓t r s I II� �-_I �IJU - CITYOF'1�16r7RD ✓ / ` v«s+.+moN cqurm.amoN 47 ----- -17755 S W 4SH PO BOX 73197 f IGA^p,ORFGON 97713 PH 639 4171 err C'ctober z1, 1984 Tigard City Council Tigerd, Oregon RE: sidewalk Requirenents - South Lice of Novare Court We, the undersigr�td , hereby Fetition the Tigard City Council fcr retnovr.1 of a condition of development in the approved sub-division plans for Gericsis II re4uiring that a standard city eidewnik be constructed fron the corner, of Noveru PlE c;e (Court) and Genesis Loop to the drivewey 01, 111b0 IvOV�-TP. rles t'J. iLrdrus Tdeva t.ndruR 11190 ; ov cre Lt. gr , xl I, t.;cfife ier. e L. PcCcn 11170 Iiovere C1.. `DEni. s to ers c Iatricia tolorei.i 11150 L. ,�. IJovere Ct cc: ti;illiQ,n x. t:onahan Rif oVIE F TIT, OCT 29 1984 CITY OF tIOARD PIANNINQ DEPT. August 30, 1.984 (� Mr. C W. Andrus 11.1.90 Novare Place Tigard, OR 97223 RF. : Sidewalk Requirement South side of Novare Place Dear Mr. Andrus: 1 wcul.d i.ikc. to advise you and your neighbors of a condition of development whi.t,h eniats along the southerly si.do of Novare Place. The approved subdivision plans for Genesis 11 require that a standard city sidewalk be c.•onsLructed from the corner, of Novare and Lo R�� _�oo�► _ Lo tho driveway to 1.1.1.50 Novare Place. The sidewalk has not been built while you and your neighbors have improved the area in which the sidewalk would be placed. There are a few options open to the City : 1 . Require that: the sidewalk be construcLed and recover the cost from the performance bond submitted for Genesis I1:. 2.. Delete Lhe condition and allow Lhe three property owners involved to uti.l.i7e the land. My office would appreciate hearing from you so that the City is aware of your preference and concerns. LF you wish the condition deleted frum Lhe approval, 1 would suggest that you and your neighbors petition the Tigard City Council for removal of the condition. T am rust in a position to remove Lhc, condition, and unless the Council chooses to, 1 must require that the sidewalk be. con3Lructed, Please notify Bob Itiompsori of the DepartmerrL of Panning and Devolopti,pril. of your preference. lie can also answer any questions that you have. Sincerely, William A. Monahan Director of Planning Q grid Development (WAM:pm/0603P) CC: Mr, Mc.,•Cuen, 11170 Novare Place 11.150 Novare Place -�J JP s CITY OF TICIA RD WASHINGTON COUNTY,OREGON April 27, 1984 1st Interstate Bark of Oregon P.O. Box 23037 Tigard, Oregon 97223 ATTN: Sara Kemp Dear Sara: This is in reference to your inquiry regarding the status of the public improvements in Genesis II subdivision in Tigard, Oregon. The public improvements in Genesis II are complete and only await a recommendation to that effect from the engineering department to the City Council and the City Councils accep- tance thereof. I consider this a mere formality which should be accomplished within a month. Sincerely, i Ffank Currie PE Public Works Director City of Tigard FC/lm 12755 S.W. ASH P.O BOX 23397 TIGARD,OREGON 97223 PH:839-4171 v r ore on As halde Pavu g Coo ASPHALTIC CONCRETE PAVING ltnurIs - Industrial Areas - Shopping Centers -Sub Divisions Yard and Warehouse Areas PHONE 252-1497 1220 S. E. 190TH AVENUE PORTLAND, OREGON 97233 January 16, 1984 United Pacific Insurance Co. 33405 - 8th Avenue South Federal Way. WA 98003 Re: 074-82-01008 Attention. Mr. R.M. Laursen Kutsc'1 Enterprises, Inc. Genesi-- Subdivision - Lets 19-52 Bond U-059524 Dear P'c. Laursett: We 'lave made repeated attempts to negotiate a settlement of our claim against Kutsch Enterprises, Inc. in the amount of $16,003. 76 as outlined in our letter dated August 30, 1.983. Since the early part of October 1983, we have been talking with Mr. KuL�ch's attorney, Preston lliefield, and have been told on several. occasions that Mr.Kutsch was going to send us monthly payments. To this date we have not received any payments. We feel that we have given Mr. Kutscl. enough time to negotiate a payment plan and that his lack of response indicates he is not interested in settling his claim with us. We now look to you for settlement of this claim. We understan'l that the amount of our claim, $1.6,003.76, is not in dispute. If this is not correct, please .advise within seven (7) days. Very truly yours, OREGON ASPHAL IC PAVING CO. 0 W A.lamc OWA/ia President cc : Kutsch Enterprises Inc. City of Tigard Attn: Gordon Kutsch Bob Thompson, Engineer Tech. 1113 Soilth Hill P 0 Box 23397 Albancy, OR 97321 Tigard, OR 97223 Paul. Meyer United Pacific Insurance Co. Kobin & Meyer, P.C. Attorneys at Law P 0 Box 5669 Sulte 800 Portland, OR 97228 610 SW Alder Street Portland, OF 97205 Preston Hiefield Williams, Fredrickson, Stark, Hiefield , Norville ana Weisensee P.C. 775 Boise Cascade Bldg. 1600 SW Fourth Portland, OR 97201 CERTIFIED MAIL. RETURN RECEIPT REQUESTED � r r 111 r,7r sl � t i /l�r. �,6 /ifD7t►�J-sv-7.� _�� z �!y,P'3 e ld 0 M% — .r �1 i CJ ✓DvrJsr� 5-�r�e T :/�, sect S i S11 S 6,-4 as . 4- Awe l..vl � / � �i1 i,! /����L� /.! .i ''( �Yr�.' ,•.G�`-3s'y'/yfr,�T/_iy�, S�AA-ie- 4, cJ e-1 1 PETITION FOR SIDEWALK DELETION The undersigned property owners and/or homeowners along Novara Street in Genesis II, request that no sidewalk be Installed along this street as we feel that it would degrade the character of the neighborhood and will impact the properties significantly due to the sever cross slope of the properties tnat occur along this street. We feel that a sidewalk is not needed duC to the quiet cul-de-sac street that currently existe, and the uniqueness of the split street that occurs on Novarc Street. PROPERTY OWNER LOT NO. TELEPHONE N0. 11 S/s'/Xf3 ��� ,, x OCCUPANCY NOTICE t� ANY USE OF THIS BUILDING OTHER THAN A ., THA' REQUIRED IN ITS CONSTRUCTION OR Yt � REHABILITATION, IS PROHIBITED PRIOR TO � FINAL IUSPECTION AND APPROVAL 13Y THE w� TIGARD CITY BUILDING DEPARTMENT 639-4171 DATE d DIRECTOR BUIL R ME •UILDINO INSPECTOR / O/ wILDINa 1 ANY ALTERATION OR REMOVAL OF THIS NOTICE BY UNAUTHORIZED PERSONS WILL �' _3 J/� G!-✓_��;1 CONSTITUTE A MISDEMEANOR. A�O ESS j CION(N HARD WASHING-TON COUNTY,OREGON July 18, 1983 Kutsch Enterprises, Inc. 1113 South Hill - Suite K Albany, OR 97321 Attn: Gordon Kutsch RE: Genesis II Dear Sir: An inspection was made on your project and we find that we can recommend the City Council make final acceptance when you complete the following: 1. Completion of the sidewalk on Genesis Loop and SW Novare Court. 2. Island landscaping completed in the cul de sac. Please complete these items as soon as possible so we can release this project. If you have any questions, please contact this office. Thank you, R.L. Thompson Engineering Service Crew Chief cc: Brown & Harding Wilson Insurance, Inc. RLT/dc \ 12755 S.W ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH:S39-4171 Mq ENGINEERING INC ENGINEERING.PLANNING SURVEYING CONSTRUCTION MANAGEMENT May 9, 1983 Mr. Robert Thompson City of Tigard Engineering Department Post Office Box 23397 Tigard, Oregon 97223 RE: Genesis II Dear Mr. Thompson: On Tuesday, May 3, 983, the one inch overlay on Genesis II was completed by Oregon Asphalt Paving Company. Bob Landis was present representing the City and approved the work. 97.01 tons of "C" mix was placed. At the request of Mr. Landis, the Contractor then switched to "modified C" mix, placing another 284.59 tons for a total of 381 .6 tons of asphaltic concrete. On behalf o` Kutsch Enterprises, we would appreciate a letter,as soon as ocssible, from your office accepting the work. Under the terms of the contract, the Contractor cannot be paid until we have such a letter. Should you have any questions, please contact our office at your convenience. Sincerely, ,John Maxwell Construction Coordinate CC: Kutsch Enterprises .. t � r .� �,,i,�. . �" '•"';.ti./ G/1+�. r '� n' tel, Cs f.'r�.....�, i-�"C�� ;C;t� �+.l�I' "'iia-rrir /4+-�' ?i,I(�' w n J?� G,+►. .4 i 33900 EASTGATE CIRCLE.PO BOX 12.1 1 CORVALLIS OR 537339 15031 757 8991 i LML i CITYOF TIFAIM WASHINGTON COUNTY,OREGON December 16, 1982 Devco Engineering Inc. 33900 Eastgate Circle P.O. Box 1211 Corvallis, OR 97330 RE: Genesis Subdivision Dear Mr. Potter: We received your letter requesting to wait until spring to place the A.C. overlay on Phase 2 of your project. This would be acceptable if you go ahead and keep the other maintenance items caught up in Phase 2 & 3. We have been receiving calls about the spring at the corner of. S.W. Genesis Loop and S.W. Morgen Court. This problem needs to be solved as soon as possible as it is causing a traffic hazard in cold weather. . Also, have received a number of calla on the condition of the street which needs to be cleaned. Your cooperation on these items above would be greatly appreciated. Yours truly, I Robert L. Thompson Engineering Service Crew Chief • j RLT:pjr I 12755 S.W ASH PO. BOX 23397 TIGARD,OREGON 97223 PK 639-4171 -- I■r l a �C0 ENGINEERING INC MENL CIVIL,STRUCTURAL.SURVEYING,CONSTRUCTION MANAGEMENT December 6, 1982 Mr. Bob Thompson City of Tigard 12.420 S.W. Main Street Tigard, Oregon 97223 Dear Mr. Thompson: Subject: Genesis Subdivirion Fina_' Improvements Encl,ised, please find a copy of the letter wa received from Oregon Asphaltic Paving Company in reference to completing with the asphaltic concrete overlay on the subject project. We would appreciate your considering the time extension for completing the subject project due to Vie request from Oregon Asphaltic that the overlay be postponed until Sprinp of 1983, when weather add'_r,ions are ,nurc appropriate for such improvements. If you should have any questions, Blease feel free to contact this office et your convenience. Sincerely, David E. Potter Civil Engineer Enclosure.j CC ! Gordon Kutach 1 ( I R()x 121, 1.33800 EASTG.4l 1=r''RCLE.CORN At-LIS.OR 97330 (503)757-8951 r -- r Ori go%i A.4%pltalt.ie 1':lving Co. ASPHALTIC CONCRETE PAVING • Roads - In.,ustrial Areas - Shopping Centers - 'soh Mviwons - Yard and Warehouse Areas PHONE 252-1497 1220 S.E. 190TH AVENUE PORTLAND, OREGON 97233 November 29, 1982 DE1ICO Engineering Inc. P 0 Box 1211. 33900 Eastgate Circle Corvallis, Oregon 97330 Attention: Neal L. Peterson, P.E. Subject: Street Improvements Genesis Subdivision Gentlemen: We are attempting to apply the asphaltic concrete overlay on the subject project. However, the weather is not cooperating. In the time since we - excavated and patched and replaced the curb, either the temperature has not. been warm enough or it has been too wet to construct the requirP,4 paving to � City of Tigard specifications. Looking at the long range weather- forecast and the time of year, we would like to postpone pa.ing until spring of 1983. We discussed this schedule with Bob Landis, City Inspector and John Hagman, City Engineer and they both concur. We understand that you have a deadline to complete this project and that Oregon Asphaltic Paving Co. is under contract with your firm to complete the giving. We hope that our suggestion wil. satisfy the City of Tigard regarding ha-ing the job completed and w_Il appreciate your early attention to the matter. . Very truly yours, OREGON ASPHALTIC PAVING CO. C L AJ, 0. W. Adams President OWA:ia c: City of Tigard �a ENGINEERING INC CIVIL.STRUCTURAL.SURVEYING,CONSTRUCTION MANAGEMENT November 17. 1982 Mr. Robert Thompson City of Tigard Engineering Department P.O. Box 23397 Tigard, Oregon Re: Genesis II Dear Mr. Thompson; On October 1, 1982, all of the storm sewer lines in the Genesis II Subdivision were cleaned as your office had requested. The work was accomplished. by Cal-Tom, Inc. , with high-velocity cleaning equipment. Bob Landis, from your office, was present daring the operation and inspected, approved and accented the work. Cal-Tom was to seiA a cleaning report to the City of Tigard. If you have not received this report or if you have an;, ji.estions, please contact our office at your convenie.1ce. Either Mr. David Potter or myself will be able to assist you. Sincerely, 1vv'l �. John Maxwell Construction Coordinator cc: Kutsch Enterprises P 0 13OX 1211,3:3900 EASTGATE CIRCLE,CORVALLIS OR 97330 (5' 3)75 7-8991 1 CITYOF TIGARD June 21, 1982 WASHINGTON COUNTY,OREGON Kutsch Enterprises, Inc. 1113 South Hill, :quite K Albany, Oregon 97321 RE: Genesis II Dear Sir: Per your request, the following is a list of items that need to be taken care of before we make our final inspection of your project: 1. Curb needs to be repaired on SW Novare Court. 2. Street needs to be repaired on SW Novare Court. SW Genesis Loop needs repair around manholes and catch basin. 3. Sidewalks need to be completed along Genesis Loop and Novare Court. 4. All streets need to be cleaned and a one-inch overlay placed on all streets. 5. All dead trees in the greenway must be taken down. 6. Landscaping must be completed in the island. 7. All catch basin and storm lines need to be flushed out. When this work has been complf:ted, we then can make our final inspection. Please notify us when you st-irt this work so our inspector can make his inspection. Thank you, R. L. Thompson 0 Engineering Service Crew Chief CRN �— 4171 12755 S.W. A3H P.O.�.0. BOX 23397 tIGARD,OREGON 97223 PH:639 i 1 )larch 4, 1931 Gordon putsch Yutsch P.nterprises, Inc. 1113 South 'lilt, Suite K. All►any, Oregon 97371 RB s GENESIS Ii. Dear cordon, I find Ghat there is a problem at the end of the cul-de-sac an SW Ambiance court. The curb has teen broken in such a fashion that storrwater does not run into the catch basin; it *cine over the curb and into the basement of the house at 11.345 S'd Ambiance Cnurt. Also, there arta some dead treeo in P}nne TI an(i in the `raceways tlist need to he removed. Please act on these items as noon as possible. Yours truly, R. L. 'Thompson Public tlorlcs Inspector August 28, 1980 Kutsch Rnterprises, Inc. 33900 tastvate Circle P.Q. Box 1211 Corvallis, Oregon 97330 %P.: Genesis IT Unar. Sir: In response to your request, an inspection was conducted to the proposed public improvements in said subdivision for the purpose of determinins, readiness for City Council tentative acceptance action (i..e. to t-ilact it on its one year guarantee period.) 1. Curb nuods to be replaced at 11315 SW Ambiance Court. Also, the curb needs to he replaced at the en,l of the cul--fle-sac ani-! around thi island in 5W Ambiance Court. Also, a section of curb at 13355 Std Genesis Loon on the east +gide of S+, Ambiance Court needs to be replaced. 2. Curb needs to be replaced around the island at the end of Std Quelle Court. Also, the curb needs to he replaced in the driveway apron at 112A5 9W quells Court. 3. Street needs to L- repaired in front of the drivevay aprons at 11315, 11320 ST•' Ambiance C,►urts Also, th3 street neec,4 to be repaired at t'le An•l of the cul-kt-sac in 3V AMh f ante Court. 4. Street needs eco be repaired i-i front, of tha driveway aprons at 112130, 11275 aid 11260 r1l Quelte t.ourt and at 11190 SW Novare Court. Also, street needs to he replaced around t1,e islan,j. &t the end of SW "ovare Court. Also, street needs to he repaired at Vie driveway apron at 13325 9W Genesis Loop, 5. Street needs to be repaired at the catch basin at 13.340 SW Cenesk Loop. Storm sewer tines need to be Mished after the streets have hnen cleared. 7. A maintenance bond needs to he provided to the City for the amount specific'-1 °n the original compliance agreement. Lt Page 2 August 28, 19f>0 ":its2h !�nterprfses, Tnc. Further, though it is recopnized that additions and deletOns will occur (throughout the one year maintenance guarantee period), the fol.lowinF listing sirrnnarizeq items noted to date which remain to he completed and/or corrected before City final acceptance: S. All sidewalks and driveway aprons will need to be installed. Also, the bad section of .Adewalk at 111.90 !N Tlovare Court will need to i,c removed and replaced correctly. 9. The bkepath will need to be repaired w],ere i.teties to genesis X12. 10. All landscaping will need to be completed: 11. A one inch A.C. ClaSS "C", asphalt overlay dill need to l,e placed by the end of the one year maintenance period. 12. 'later valve will need to be repaired at the, intersection of Genet,is Loop and SW (Quelle Court. 13. All mailbox clusters will need to be installer] and the private boxes removed. 1/i . Any other defects which +,1i^ht arise during the maintenance ;)erio+.1 will needs to be corrected. "Wherefore, in reference to conditions nu-nber gevnn ; 7) and 01-1.ht 0J) of the project compliance a,,reement, we find ve will be Able tr, certify project readiness for tentative acceptance by the Council after items number one (1) t.ilrou,;h coven ('i) above are coiaplete. Sinc- the appropriate mai.ntennncc pond options and, ,also, since H ir,l :?or;� crnnpletion deadlines were previrn,sly addressed in the project compliance agreement, I wont elaborate thereon. If yL11 have questions, please call me at 639-41-11. Yours truly, 1tobert L. Thompson Public Works Inspector Rl'.Tspjr tfay 24, 1.979 DFVCO P NGINEERING, INC. 33900 Erstgste Circle P.O. Box 1211 Corvallia, Oregon 97330 Attn: Roland Lavoie Re: Genesis X12 Subdivision 1,enr Mr. Lavoie: In response to your request an inspection was conducted of the proponed pubt.3c improvements in said subdivision for the purpose of deterutinin^ z•CndinQss thereof. for City Council tentative acc,r*rt, nce action. 'P',e folloiri.ng listi-tC, as n result of said inspection, surnar{xes it-*is which retrain to be completdd and/or corrected prior to s+ich action: 1. "treet needsobbe cl,..mned throur..hout the project. 2. Mailbox cluster needs to be installed. 1. Street needs co be patched around 7!s and rrritmi the e,:rba. 4. Curbs need to he repaired in the parl:in� area to i.W. [luelip Court; also on the tast side of the cul.-de-sac. 5. Need to install a drain for the svi'l— on S.1J. Novare Court. 6, Ne3d to install a drain for the island on S,W. Movare Coilrt. 7. Need to install the curb around the pal-sing area in the cul-de-sac ru S.W. Novara Court. Vii. l:�ed to repair the curb on the east side of S.W. !lovare Court near tilt' cul-de-sac. 9. Need to repair the curb at the end of Genesis Loop. 10. Need to flush the storm Sewer evuL-.m attar cleaning streets. 1.1, Streetlight at the end of Phase 2 needs to be replaced. MOUILMA Page 2 DEVCO ENGINEERING, INC. May 22, 1979 Poland Lavoie Further, though it is recognized that additions and deletiu,i will orcu, here- with (throughout the one-year maintenance guarantee period), the following listing sum- marizes iteme noted to date which remain to be completed and/or correctbd prior to City final acceptance. 12. Completion of installation of driveway aprons and sidewalks. 13. Completion of land,,caving. 14. Placement of the A.C. overlay on all roads. Therefore, in reference to cordition(n) number seven (7) and eight (3) of the Project Compliance Agreement, we find we w,'ll be able to certify project readiness fer tentative acceptance to the Council when items number one (1) through eleven (11) above nre complete. Since the appropriate maintenance bond optlons and, also, since final "fork completilin deadlines were previously addres,ied in the Project Compliance Agreement, I won't elaborate thereon. If you have questions, please call me at 639-4171. Yours truly, R.L. Th..,mpsnn Inspector RLT/p,jr D�y Phone 757-8991 ,•z;� �,0 „ , 33900 Eastgate Circle , -�� , ' ��•� P.O. Eox 111 +,•� Corvallis, Oregon 97330 DEVCO - ENGINEERING, INC . CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING RECEIVED April 30, 1979 MAY 3 - 1979 CITY 4f TIGARD City of Tigard P. 0, Box 2.7557 Tigard, Oregon 97723 a: Genesis No. 2 ______Request for Final rnspection� 3 Attention: Mr. John Hagman - Dear John: Ail public improvements within Genesis No. 2 except the one inch asphaltic concrete Street overlay, side!ralk5, and street_ landscaping have been completed in accordance with City of Tigard requ:'r-ments. AccordinglU, Genesis No, is now ready for final. ir)spe,:tion ty the City of Tigard. I Sd ni to ry server as-built drawings for Genesis No. 2 cern fozwrarded to the City of Tigard on March 8, 1979. Sincerely, Roland P. Lavoie, P.B. 41 1� • •ti .lN FV Phone 757-8991 33900 Eastgate Circle C o P.O. Box 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. ri-VIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING RECEIVED IApril 30 1979 MAY 3 - 1979 CITY Of TIGARD City of Tigard O. Box 23557 Tigard, Oregon 97223 Re: Genes.:s No. 2 Request for Final Inspection Attention: Mr. John Hagman Dear John: All public improvements wittin Genesis No. 2 except the one inch asphaltic concrete street ove.-7ay, sidewalks, and street landscaping have been completed in accordance with Cite of Tigard requirements. Accordingly, Genesis No. 2 .is now ready for sinal inspection by the City of Tigard. Sanitary sewer as-built drawings for Genesis No. 2 were forwarded to the City of Tigard on March 8, 1979. Sincerely, 4 L? --< (747C Roland P. Lavoie, P.E. may' (r Y f April 25, 1979 r PIOPTLMTD GENERAL EUCTRIC COMPANY GJestern nivision 14655 S.W. Old Scholis Ferry Road neaverton, Oregon 97005 Atth ' 111r. '(en ^nyder Re: ri1,1'11;SjS 'in. II lubfiimisi.on ;fear Ken: This is to ncknowledge that the City has found tbP linhting installation in &aid subdivision to be satisfactory and$ furthery to authorize P.Geno Company to energise the eleven (11) units therein, via Schedule '10. 91 Opticr. Yours tr+xly, John ^. 11aprnan Supt. Rngr. Division cc: City Accountant. cc: Rouse Plectcic Co. JSH/p jr i Avoid Verbal Messages CITY OF TIGARD D A r1, O -ISI -- ---- from: 4r ' _' IV` \ tiz q/b ,tea s' .�+ :y of Tigard INSPECTION REQUEST f o r JSPECTION TIME: PERMIT NO. : DATE: --:5—;f 11&L& DATE ISSUED :- I WNERS NAME : ADDRESS: =�+ �'� /`:�- ONTRACT4R : ..__ ! _._. 'EST : Air ❑, Water[] , ualt[]�boratory C]tESULT: Approved , Disapproved ❑ Pending [I KETCH: �f09, /.6r1le i ;SFT DATE QTcAt'ach supplement^I teat data he,,-t01 --�____ SCALE 111- 201 HORZ. — 1 GENESIS -' P HAS E = DRAWN BY � GfKr;E 11= 101 VERT. ____. p/L STREET CHECKED BY R P. L. — -- - _ - _ I I -- NOVA R E DRAWING NO. 3 �/ ' )/ AI 9-5-78 WIDEN FILL EASEMENT; rn — _— - -- nF I rr� J ,-` PROJECT NO. 76-7 N0. DA1 E DESCRIPTION OF REVISION BY V- .. �, o '; I I — GENESIS — PHASE ]I DRAWN BY S GROVE SCALE : I " = 51-011 - --- __ CHECKED BY ISLAND DETAILS - -- _ AMBIANCE BI QUELLS DRAWING No. a of A , 19-5-7'81 ADD SIDEWALKS ADB NO. DATE DESCRIPTION OF REVISION BY L'r V c 0 iv PROJECT NO. 0F -7 DEPRESGED CURB 3000 PSI CONCRETE 2" CLASS 'C' ASPHALTIC 6" • __ / 2't 2's - 3/4"-0 CRUSHED r RUI;K/GRAVEL A.C. 611 - 2'L-0 CRUSHED _— -- - /ROCK/GRAVEL ,1 CURB FACE _ 1 "-SAND (TYPICAL ) DETA I L IIA" \ 31 a 1 / MEANDERING SIDEWALK S' NOMINAL WIDTH EXACT \ / LOCATION TO BE STAKED DEPF_'E S.`SED CURB IN FIELD SEE DETAIL 'A' CONCRETE PARKING ' \ ONTRACTION STALLS (TYPICAL) JOINTS I 20' D )UGI.A� FIR O I S'OPE AS s r \ CONTRACTION FIFA p AENGI BY' \ JOINTS I NEER fryp) Y \ CONCRETE PARKING \ PARKING STALLS STALLS TYPICAL) \ � � SOL I D ,L I',tS TO BE PAINTED ON 2 + 3, ,P�YEMENT (TYPICAL WHERE SHOWN) SLOPE / 2+ 92.817 \ \ 18" DOUGLAS FIR \ ;�ONITRACTIONI JOINTS ,-� SLOPE IN, XCONTRACT AS STAKEC Bf ' \ I F)£LD ENGINEER 18' ' DOS I.AS F:R MEANDERING SIDEWALK5' NOMINAL INiDTHEXACT LOCATION TO BE/ STAKED IN FIELDN DEPRESSED CURB SEE DETAIL 'A' m \ CURB FACE (TYPICAL) CAUTION ' TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY STREET EXCAVATION OR UTILITY TRENCHING. WHERE CONFLICTS EXIST CONTACT DEVCO ENGINEERING (757-8991 ) OEFORE PRL3CEEDING, AMBIANCE CUL — DE — SAC QUELLE CUL — DE — SAC WORK WITH DWG 4 WORK WITH DWG 4 rlr IU: � rl I I I I I 1, 1 ( I r 1 I� II 111 11 111 I I I I f r l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 I l l l i l 1 1 1 1 1 1 1 1 1 1 1 111 _ 1 (� 111 � I 2 3 4 5 6 7 8 9 10 11 12 NOTE: IF TA IS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIC&f-1T IS DUE TO QUALITY OF THE ORIGINAL ` DRAWING. 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':.�.,�, iib �.'r �, 7 3~ ----�__-..-. �-.•sem �/ - - IZA, C Lo z Dow /.,K�. � ..s �oma • ��- 5 �r � C�.�-�-*�c�.-1�._.. �-• ,n _ - - �. _ 0-1 } V !—Sidi+i_"�L"/f._•� _.VG A.1t .�._. s_' wr�••...� w- , LT!:, LF ZEPTH A19 _ . c�-4•� _. .,..._.___------... -__..._ _ .....� ter•' � . kf 1 .r. 3:l.".:.�,. ?IFc iJ L , all r � ------------------ 1 1 I '�r .•' 7_ :.� .� SIJ , A �� /v M,���a1 r� t 4 J..�j Iry i�v.. � ter_.. � � �•'.'.... • ' -�.i :'�'.;T',� ....ter.• �.... r/ rv.. .• .. a I � l I 1 ~• �` rte^ yd: r.�J.":r lr�••�' -7 r•-(/'.}^f, r '' IT �=�r: �:,:: _ �� ,.1' ►..=.' .._}:. to 7. : =�-'•. �( � s:�[-+fit�i c�7 ��„_.�=tr-�t; FT _71 j1-- r J u 4 wy Phone 757-8991 V 33900 Eastgate Circl3 C D P.O. Box 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING March R, 1979 City of Tigard V P. 0. Box 23557 MAR 0 9 1979 Tigard, Oregon 97223 Attention: Mr. John HagmanCITY OF, TIGARD Re: As-Built Drawings for Gonnsi - Ph,:rsP 4PAqr T Dear John: We are enclosing a set of as--built drawings for the sanitary sewers for Genesis Phase t and Phase IT. Should your require further .Information please do not hesitate to contact this offices. Sincere Roland P. Lavoie, P.S. Enclosures i �• M M� ��ti� -��aGMAti� V`�oNv Or Cv-T-H *1,;A Z V'LvAI?Y l� Wal W6 �(qv vo - tiv A Lt h Ki L4 w LA< (,(, oM L,�5nA� G, rfA Ki wo ui� hLi A"us�-� —ro (�irA PL �DVA CUL- ()v - SAr �1 i UWV� C, ►2�'>i uc�s l�-� r�6c13", IN 1,� I WIT �?1z A Iry I RX., t61; 014,L A rnrW-�'A-r1, F�.0 U Otz ��(3 '���. I►�,g P�eTivN �►�, �13k;L�=1$ . �Ij r � ®EV RECEIVED Phone 757-8991 C-6"' 33900 Eastgate Circle FEB � '11979 P.O. Box 1211 yy pp Corvallis, Oregon 97330 DEVCO POIGIMERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING February 23, 1979 Mr. John Hagman City of Tigard P. O. Box 23397 Tigard, Oregon 97223 Re: Genesis No. 2 Lots 4.), 46, 47 and 48 Dear Mr. Hagman: Confirming and announcing that Portland General Electric, General Telephone, Northwest Natural Cas and the City of Tigard have agreed to relinguish and eliminate the "ten foot front utility easement" within lots 45, 46, 47, and 48 of Genesis No. 2. Slope easements shown on these four lots will be annotated to read "slope and utility easements". These changes -rill be incorporated into the post-monumented plat of Genes4s j. 2 which we expect to be recorded in approximately four weeks. We thank you for your cooperaL:ion. Very trul yo rs, Roland P. Lavoie cc: Gordon Kutsch Mr. Jerry Voss - Portland General Electric Mr. Lee Barry - General Telephone Mr. Jim Stoelting - Northwest Natural Gae F V Phone 757-8991 33900 Eastgate Circle "Co-- P.O. Box 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING February 1, 1979 City of Tigard P. O. Box 23557 12420 S.W. .Main Tigard, Oregon 97223 Re: Genesis Phase I and .II (Lots 1 thru 52) Attention: Mr. . Bohn Hagman Dear John: Confirming my telephoned message to the City's offices on January 22, 1979, all sanitary sewer and storm drain manholes and cleanouts in Genesis Phase I (lots 1 thru 18) and Genesis Phase II (lots 19 thru 52) are open and ready for T.V. inspection by the City of Tigard. We would appreciate anything that can .he done to expedite this inspection. I.f conditions arise which hinder the City's inspection please notify us and we will give it our immediate attention. Very truly urs /2 r o� 1;,, /ryvou Roland P. Lavoie, P.E. or MINrte DEVCO ENGINEERING, INC. P. v. Box 1211 Corvallis, Oregon 973.30 John hagman R 11 ■u FILE COPY Avoid Verbal Pdessages C lJ'Y OF TIGARD To : �� -- l_1 !Q From : Subject:_r?A9 "J_T - #34fSj�- Date: .SipE.w� t_K.. ,,(mac-�r/�✓ A-&r4*,r7ex,r pwe- �r CG*7*-w. i if re " .s . re%VJ P4AAJ IND14,179 S 601-k E,V I—fta olgr &?F Z)C✓c! Fl y 0-S, / fl /�sc,F 2 rl9y nr /�' SYS <�D1.•1cS >v �t(l4�Yt- T7�-A s�AF•rsfik.,dc� S-T�1-�:.�1� c7� rl�- 711 a4qrg� ,111'aE11 T*lw-jtsv r- PR-d TE e.T f1v D Jy74E��DER.N,C RG�vt� h� - Sr ♦ 7 r G!/W,WP BiE . HCR /b r" W/7W M11" . X .R6WV"rE.D �► � ��y- m� �s 04" r*OeS` I��C.�4. HE SW/D �cJ�vl U SEfvD (�4 . �Fo / 1 F� OcT 2.3 19 78 fortlandGeneral F,ledricComlpany Cl 7Y ot T�CARD WESTERN DIVISION 14655 SW OLD SCNOLLS TERRY ROAD BEAVERTON OnEGON 97005 5435454 Gentlemen: Re: Genesis #2 Attached is our proposal for providing underground electric service to the above mentioned subdivision. Our preliminary investigations suggest that this proposal. is compatible with existing and/or proposed project and utility construction, however, if there are any conflicts w1.th your existing; or proposed installation, please contact me at your convenience in order that the plans may be modified. Very Truly yours, J.L. Thompson Job No. 53051 Estimator Copies to: 1 Tigard Water District - 639-1554 8841 S.W. Commercial. St. , Tigard, Or. 97223 Attn: Robert SnnLec J City of Tigard - 639-4171 City Engineer 12420 S.W. Main St. , Tigard, Or. 97223 1 City of Tuala, .n - 638-6891 City Engineer 18880 S.W. 80th Ave. , :,,Matin, Or. 97062 Attn: !ohn Block 1 City of Sherwood - 625-7377 90 N.W. Park Ave. Sherwood, Or. 1 City of Newherg - 538-4712 City Engineer. 414 E. First St. Newberg, Or. 97132 Attn: i.conard Smith 2 Yamhill County - 472-9371 Road Dept. , County Courthouse McMinnville, Or. 97128 3 Marion County - 588-5036 Marion County Dept. of Public Worl<s, Salem, Or. 9730.1. Attn: Claude Fallln 2 Clackamas County - 655-8521 Clackamns Coty, Engineer Deet. 902 Ahernnthy ltd. Oregon City, Or. 97045 Attn: flat 1 Wilsonville - 631-8565 City of Wilsonville Rt. 1 Box 4, Wilsonville, Or. 97070 Attn: EArl Wood 2 State flighway - 653-3099 Right of Way P.O. Box 02157 Ptld. , Or, 97202 ALtn: Teti Inlos 2 N.W. Natural Gas - 226-421.1 123 N.W. Flanders Portland, Or. 97209 Attn: D.W. Mills 2 City of Dundee P.O. Box 291 Dundee, Or. 97115 r' `" of T!Qarr' City of Tigard - *.� ECTiON REQUEST tr fir kGfl* Ti ON TIME: L:" __ BERM Nr' _- . 'NSPECTION TIME. PE:ZMIT NO. : DATE' LU L!!t179 DATE SSI IE? DATE : Z ���' �' DATE ISSUED ?*Nf-RS NAME ' ^CRESS: �s-in,�3�t s_�'• s', - --- ADDRESS: F A;! Water Visucl J9, ( a►- . : Air Vis, Water❑ , V; 'i .iULT: ApDrova approved r , Pending .KET-CH. SKETCH. INSPECTOR DAll'E •NS.Q ECTOR DATE NOTE ..tlacr. t'T rr.t -. ;9 39!c bar- c -- - j NOTE' attzcF euppfar•cn• a 9relc i � City of Tigard INSPECTION REQUEST for 'PoeR .e— INSPECTION e .INSPECTION TIME : =-T� PERMIT NO. : —. DATE: Z-44-I - DATE ISSUED:_. L_J OWNERS NAME : 6V7;t�eRR �E_,S' —_ ADDRESS : P�fi4SE CONTRACTOR : &&l UurXAY__�e�✓s^,: Ce. TEST'. Air ❑ , Water Lj , Visual, Laboratory ❑ RESULT: Approved Disapproved ❑ Pending p SKETCH: �,k. 7V /WP/ 4 C_1e OA) 4,W f � ('7t-,Jr—liS INSPECTOR DATE Dtilt Attach SU pp Iemerit uI test data heret] CITY OF TIGARD, OREGON CONSTRUCTION/`.'NSPECTION P.W,) PROCEDURE (.iiZCK LIST NOTE: UTILIZE ONLY clearly marked APPROVED PLANS. plan revisions, change e)rdery, specifications, 3tc. : ?. SANITARY !EWER: (A) C,mmPnced installs+tion. . . . . .... . . . . . . ..... . .. � r / (P; Completed installation. . . .... ❑ / 1) As-built field notes filed. ... . . . .. . . ❑ a) Con- ^ent to engineer. . . . . . .. .. ❑ 1) As-built field notes received. . . . .. . . ❑ a) Filed in project folder. . p C) Inspwited and TeQted. . . . .. .. . .... .. 1) TPQt nomonographs filed. . . (D) Tentatively accepted by City. , . .. .. ..., •.• ,. U //�,,,_ iI. STORM SEWER: (A) Commenced instAllation.. . . . . . .. . . (B) Completed installation. . . . . . . . , l.) A,-built field notes filed........... ❑ (C) Inspected. . .... . . . .... .... . ❑ r i (D) Tentatively accepted by City. ._ . . . ❑ r 11I . CURB: (A) Commenced insta"-tinn... . . . . . . . . . . . . . .. . . . . . 1) Bench M,-ks 4nt... .. . . . . . . . . . . .. . , , . . ❑ ?) Bench Mark Inentione filed. . . .. . . . . . . . ❑ (B) ComolPted installation. . .... 0 r r (C) Inspected 0 r / (D) Tentativeiy accrrted by City.... .. .... . .. . . • . f] / i' STRECT t (A) Commenced Grading... . .. .... . . . . ... . . , , .. . ' 1 ) :ub-grade inspected. . . .. . . . . .. ... .... Je r�'3 a) Fest data filed. . ..... . ..... . ❑ b) Tentatively accr-pted by C'.ty. Ed (B) Comm-need rocking. . . . .. .. .. . . . . . .. .... . . . ... . ®,L/_ /;24 11 cub-base inQpected.. .. . . . .. . . . . . . . . .. ❑ a) Test data filed. . .. . . . .. .. . . ❑ b) Tentatively accepted by City. ❑ _ (r` commenced Paving... . . .. . .. . I — , . . .. .. 0 1) Paving inspected. ..... . . . .. ❑ �1 a) Teqt data filed. . .. ... . .. ... . ❑ ) T^ntAtiv_ly accepted by City. 0 (D) Street ti.vely accepted by City. . . . . . . . . . ❑ r PARKING LOT: (A) CommFnc•Pd grading. . . . . ..... .. .. . ...... . .. . . 0 r 11 Sub-gr*Je inarectPd. .. . . . .. . I.. . . .. 0 / -i) 'Peso data filed. . p h) Tentatively accepted .5y City. 0 (B) CommenrPrl Rnckinq.. ... .. . . .. .. ... ... ...... . . [3 �r 1) StiF-hap., ir,pected... . .. ... ... .. . .... 0 -) Test data filed. . . .. . ... . .... 0 t ; Tent.Atively acrerteti by city. ❑ — i (C) Commenced Paving. . ..... ..... ...... ............ ❑ 1) Paving inspected.. U i a) Test, data fi id......... .... ... .. ❑ b) Tentatively rrreptod by City... . ❑ / (D) Parking lot tentatively accepted by City..... ❑ i / _ V1. SIGN: (P) Street name sign9 in4ta110a.•...... ❑ / (B) Traffic signs in9tallPd...... ❑ VII. SIDEWALK% (A) Commenced installation.. .. . . .. ..... .. ❑ !_� (B) Completed installation. .. . . . . ❑ (C) Inspected. ... . . . . . . . . . . . . ... .. .. . . .. . . ... . .. . . ❑ (D) Tentatively acrprtpd by City. . . ., ❑ / VIII. STRF.ETLIGHTINGi (A) Commenced installation... ...... .. .. . .. ... .. ... ❑ (B) Completed installation. . ...... .. ...... . .. . .. ❑ / (C) Inspected. . ... . ... . . . ...... . ..... .. . ... ....... ❑ (D) Tentatively accepted by City.. .. p ! / 1) Authori+ation letter to Energise filed IX. LANDSCAPE: (A) Commenced instAllation. .. .. .. .. ... .. .. . . . .. ... ❑ _ (B) Completed installation. .. . .. . . .. .. I .. . ..1 ..... ❑ (C) Inspected..... . . ... . . . . ... . . . ... d (D) Tentatively acceptee by City.—.............. p � X. GENERAL AREA DRAINAGE: (A) Building rain drains inspected.. ..... .... .. ... ❑ (B) Culverts inspected. . ...... C3 (C) Drainage ditches inspected.. ........... .... ... ❑ (D) Tentatively accepted by City. . . . ,... ........ .. (3 NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEk FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF: 1) Approved Plan Revisic,ns 2) Approved Specificat?on Varirnces 3) Change Orders/Extra Work Oreers 4) All Correspcnd^nee/Memos 5) Daily Inspection Sheets (', ity of Tigard �.- { INSPECTION TIME �%30 PER►WI? N .. ___ . QATf. ' �177� DATE ISSUEi,._..-&`_..�_ OWNERS NAME : .! ADDRFS9 . _ C� ,�'aI E• ___._� _. (40LI IF. I CONTRACTOR . Ta'ST ^, �, Wate•- [j , Visual Qlr., Laboratory RESULT Approved Disapproved 0 , rano, ly I SKETCH: I I 1 NSPECT R DATE LNOTE '. Attach $uppIsmgntaI toot data haral03 • ' ' r, i _. CITY Cf 11 GARD _ SANITARY SEWER AIR TEST _ PROJECT NAME Ger -V-51 TEST DATE : `.//'2/ -7- CONDUCTED BY � �Or� STATION (d) (U PASS %ROM TO D'.A. !ENGTH K=O.Cil d2L C=C.0003882 TOTALS MIN.or SEC. LOSS YES NO -1 G' -� f� /�la. �s �y, �' I o. a 3�al SS 3��. 'o- � -7� � � 3 - � . �U /0�1. ?55 Q, 2i 1 ,3s..247 ? - /-,�r R I X. G 77. 3o. g 4 Z l d . l 7 5; r.,0 {U� _-76- a/4 r �6.3 .3 � E;(Ir4 4- 1 � �o. � 3s. 7G o . /� �5.7� n .�! " � � X -fl- / .d- /S 93 . 6o o. �3GS:� q7 . </G ' /- .37 i' 3 a ,3 7z 6 - 11/4 33 , 72 D - act ' X 1 .� ! 3 G•i G- � 7 /_� . � �' o. sus ! � �_3.�� ! � " 2 � " 11 . 06 Y5 ox S /3 S( 6 n u L O,lea :1- 3UBDIVISIGN COMPLIANCE AGREENE-,. THIS REE`4EhT dated the —L7hday of , , + �Y, _, bF-ween tea CITY Uc TI':.�FD, a municipality o� Oreoon, h�.reinaftt termed the "City ar.�i KLAt,sch Fmtprpris k Inc- ani QEC$Qn CQr_atiOn. hereinafter termed "Petitioner' . 'J '. T N E S S E T 9 : WFER EAS. Petitioner has applied to the City for approval for filing in Washingtc-n. Cocnt ; :adi.vision plat know-: as Ger��jj�(L�ts 19 - 52 1GC3�.Cd _in._$pgtion_� Township 2 e5outh. Range 1 West, Willamette Meridian, Washington. County, Oregon; aad W.-FRE?3, t'ze City of Tigard Subdivision Ordinance requires the subdivider to install. ...' Fts, sidewalks, street lights, storm sewers, sanitecy sewers, underground utllitie3 awd other public facilities for the development and requires the payment -+c fees; and WH"R^4S, the City has approved and adopted the standarO specifications for Public Work: cori'17uctinn by APWA Oregon Chapter and the 'Unified Sewerage specifications for the sr:nitary shiers prepared by professional engineers for subdivision development; and WHU E,IS, the public improvements required to be constructed or placed in petir.it,ner's develcpnsrit are ilcomplete, but petitioner has nonetheless requested the City to permit progreas.ve occupancy and use of property in the subdivision, and the parties desire hereby to ,irotect the putlic tnterrst generally and prospective purchasers of lots in said su`,div's°on by legally enforceable assurances that the public improvements will ba instalied n:; required and completed within the time hereinafter set forth, NOW, "HEREFORE. in consideration of the Foregoing premises a;id the covenants and agreer.e . -:.j he kept and perforred by the Petitioner and its sureties, IT IS HEREBY AGREED A_ FOC,LGW (1)• retiti.oner shall proceed with the development, with the intent and purpose to complete r.11 public improvements ercept sidewalks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner i� hereby bound to comply with all subdivision standards as set forth in said Subdivision Urdinance and the star►dard specification adopted by the City of Tigard, or as may be otherwise_ approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. (2) To asfure compliance with the City's requirements and the provi.sions hereof, Petitioner tenders herewith to the City a surety bond fn form approved by the City, with liability in the ariount of $ 2 �' i 00� a copy whereof is hereto attached And by this reference made a part hereof ( 3) It, the event that Petitioner shall fail, neglect or refuse to proceed with the work in Ar. orderly and manner to assure completion within the ti� ti-nits, upon ter. ( !D days' no.: by the City to Petitioner and Petitioner's sureties, and ;rich default and failure to proceed continuing thereafter, the City may at its' option pr,)ceed to have th3 work comp'.eted and charge the costs thereof against Petitioner and Petitioner' , sureties .and in the event sar.,e be not paid, to bring ar action on the said hr,-id tc rec.,•;Qr the amount thereof. In the evert such action be brought, Petitioner and Petitioner' s sureties pro:hiss and agree to pay. in .addition to the amounts accruing end a:lowal;le, such suer. as the s-;urt shall adjudge reasonable as attorney's fees and costs in--urred by the Citv, �c'n i*i the Trial Court and Appellate Court, if any, or the ^ity may; at its' optio ::^g r:c.eedings to enforce asair.st the Petitioner. and/or Petitioner's sureties soecifi: cerfo- lance of the contract and compliance with the subdivision standards a-d ordinances of the City of Tigard, and in such event, in like manner, the City shall be ertitled to re,,.',ver such Sun as the court shall adjudge reasonable as and for the Ci.cy's a.:torney',s fee3 and costs; both in the Trial Court and Appellate Court, if any. (4, concurrent with the execution hereof, has deposited with the City an a:*ou-tt to equal rental and maintenance fees with respect to the street lighttt., _`ac'_' :i , tM n SECTION 2 of the subdivision, according to Portland General Electr_. :r_` :.;',i.? —, Option B, together with a further sunt equal to the estirnate-i cost of pr;:• . - ; :: '..-.a?. energy to energize the street lighting facilities for a period of two �. :' � fr the date of iritial energizing of 3Aid 1!ghta. Said amount being S 910.80 (5) The City agrees to make and provide periodic and final inspections which in the City's i^trrast 3cf: desirable to assure compliance herewith, in consideration whereof the Petf.tio--er h=_; paid prescribed inspection fees. (6) The Cir;.' agcE:-13 to install street identification and traffic .signs within the said subdivision, in con:�'deratior of p3.yment in the amount of $--54 5 (; ? At suds time as all public improvements excepL sidewalks and street tree-, withir. thµ subdivlsiwn ha-ie been cor-pleted in accordance with the City's requii'em,iots, Petitioner .shall -.cti.fy the City of the readiness for final inspection and upon certi.fi:s .'-:r, by the Depart-•nt of Public Works that all requirements of the Clry have been me,.. the PecitioAer will submit to :.he City a good -and sufficient maintenance bond, if not -_5 ;y Ir.!%-led with the performance bond, form approved by the City in the sum ofQ+ to pro•.1de .for correction. of any defective work or maintenance becoming sppaxer.t or arising witnir one (1) year after final acceptance of the public improvemenr.3 by the City, (8)' :;poo -ece:pt of certification by the Department of Public Works that. all requirements have been .meL and a One Year Mairtenance Bond, the City Council agrees to accept the public improvemeit3, subject to the requirements for cerrectiotti of deficiencies and .7aintcrastce for a period of one year as hereinabove set forth. (c "I That '_r, kri3Oition to or euFpler..er.`ary of the requiremEnts of the City's Subdiv. sj.oa Ordinance and the provisions hereof, Petitioner binds itself to conform to th ecllcwing requirements, schedulir.o and lir:itatior.s: (a) None cf the tots of petitioner's suhdivir,ion as described may be occupies' for •.rieer.tia'. F'urp;sa +_r.tii in occupancy permit- is Issued under authrri.ty of the City ar_d no cccv..paicy perrit shall he issued prior to the acceptance of the subdiviyiwt and to t? s tirre that the sidewalk paw,rali.eling the street for each developed lot propcsed to be 'j!:cut ied, i:- lr� : .r..u..:.w.sw.,....._....sn..-�w..r.hwa.-.w.a...wr.......,.•...«..-«...,.....w....-.+.r......iawWsr r+ra+--,-..n.rawro+wncY.,.,.:nV1r�YPw+W- r? ail :alisc:37'irg -r:er• n that portion of each lot between the public sidewalk3 a--:d 'Ne cur: `.,ark a•z a-9a) as requ'red; shall be planted and in place prior to final i*i re . ,icr. 3•:{ LssU-tet • 0 cccLpar.cy per=mit for each such lot in the subdivisior. Proyioed trat f;.n. .. '.. -fez:i;.. _-.d ap-p .`zint for ozcupsr.cy permit occurs within any calerviar nizntb 2-3t .r.r ';r,: co o.p_i'. u_` a-.--y year, cucn plat.Lings may be deferred unttl the nex: :: 1 ::;!. ;; .;r .r?- y spescr.. .!T.. evenL, all larld:;r.aping trees in all areas shall to t•rd .%. 1 W! ;. ..,Za eati_e �:V':4ivi�iaa witt•.in three (3) years from the date of rhta ':np!:3 cr .:nt cov.".'rac -. (•zi WJ zhs.n one Ni year of acceptance of the public r.:provements the petlticrer ,3g~eas rn ;,_s•ze ,a one (1.) Irch asYhaltic concrete Class "C" overlay on all roads wit%-It : t'i with ai:. terms and vrovis{ons zpecifled theretofor said subdi%-' :1; ; -r-1-q-_n- by the Cov.rcll and the Planning Co,amission of the Cit;•• of Tigard, Oregon, varl.rAnces allowed from t`•1e subdivision ordinance, conditions specifle� 01e •--)r..e -ise classification, and, also, on the approved plat(s) and plan(s). (1.;,; The �,a�cles hereto ' er_a; adopt the form of performance bond, copy whereof is hereto at•:3;t:ed a.nc: by rtf.erence made a part hereof, and petitioner agrees to cause to have saLd �;,:Vl ;,:er,uted a-cd Med with the City concurrently with the execution of this agreemmaa.: a.►. pr.'.: ~ to t-he tire! this agrsemert is executed on behalf of the City, (10 Tr- :;.=.c.?_Ic: requireme:ts of Paragraph 9 hereof shall for all purposes be included a•r .3 1„ r'; ;;*.' ti-,e ob''.;Lstf.or secu.-e3 by the aforesaid perfocmance bond and the Cit;: :hall �s rntItl d to recourne thereto iii the evert of default on the part of the Pe! ; , i •. r,', ze:,lo--z _z ar.y requi-,:emenz: thereof. , ?': +;.;' `:.-1, -Eu P.clir.g and through it3 duly authorized unser- -zf its. Board of W.r.ectors has caused this agree-,r=-: - to t,F -xFc. ,.s:d, a-d ~_^e City e.ctirg pursuant to resolution of its Council ad ted a; rlseL`rw ''hereof culy and regularly hold on the 1,;2 day of :au3ed this agreement to he executed by its' Mayo Re,.crdAt. has Kutsch Enterprises, Inc. TNF. CITY OF 'tic"ARU, /fOREGON h:avor Recorder ��a y _. BENTCIN 24TH' AUGUST 78 `'i . . a GORcr-N. KvTSCH. ..«... ...._... . CANE KUTSCH i LATTER _ _ .,.... .. .. . FORMER ... I . ;•. . a .. KUTSCH ENTERPRISES,,• INC. w' 1 - i. � ' .. •'•s: : �w' • '1 . "1 _ . .1 .•i i ' t.��"..i�C _ d la GENE KtlTSCH 3 C. And .�ri I't::+'•�,I�njv tJlli�F'�>„}. � I'l!'�7 he C'"a.' '.r• :•+F N}r ha ri 3�.i ,r ...,ced r . '• fictat sea! •�,e I v and i :1.. . FEB. .12, 1982 i`.. 2 1'rc4 -A :`: 3n;i � .'l �i . . 1 v �.F!'• .ia? _��. isy and i t STATE OF OREGON 1 ss County c f ' 1h __�) On this _ ?h dray of before me appeared botli to me personally known who, being duly sworn, did say that hp, the said is the Mayor, an., she, the said is the Recorderyof the CITY OF TIGARD, a municipal corporation and the said roc 'tam and �s' � aknowledged the said instrument to be the free act and deed -.,c satd municipal corporation IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in thin my certificate first written N7ta7y^Public for. Oregon Q�+ Mi Commission-Expires- r r r ' Oft141 NAL SUBDIVISION PERFOMIANCE BUND Bond No• U 05 95 24 KNOW ALL VEN BY THESE PRESENTS, that we _ _niclEn.Le�ings T c.. an QLegon Cga9 a_tion as Principal and U�,41^���.Qg C,QMPA,N;y a corporation duly authorise to condu,t a general sucety usn- e� ss in the State of Oregon, as Surety, are ,j3lnrl3 and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obl.tgee, in the sum of 4_=.,2P 00 lawful money of the United States of America, for the payment 0 which we. as Principal., and as Surety; ,jointly and severally bind ourselves, our s=.essors and assigns firmly by these present. THE CONDITIONS OF THIS BOND ;I4D OBLIGATION IS SUCH, that the Principals are platting Ggn�._yIL( Los # 19 - 52 subdivision located in the City o 4'1gMarT,_Oregon, and entering into a subdivision compliLn(-p agreement with the Obligee herein, and upon acceptance of said play cid compliance agreement, the Principals shall make all improvements required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement sll of which are, by reference, made a part hereof, NOW, THEREFORE, if the Principal here:,, shall faithfully and truly observe and comply with the terms of the agreement and shall well and trily perform all matters and things undertelcen to be performed under said agreement and shall promptly make pay- ments to all oer.sons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to bp filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to rem,cin in full force and effect, In the event of suit or action b� filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in 3dditlon to all other rights and remedies here- under the City, in she event it shall prevail. shall he entitled to recover such sums as the Court may ad,jivige reasonable as and for attorney's fees, IN WITNESS WHEREOF, the parties hereto have caused this bond to be a ecuted this 1_-_ day of _ _L UST , 1938 . BYr (seal) Rutsch Entprnri;,es.) tna:3e o c, oratt�ton By: (seal) By -----------_._ _..� (sea 1) By ------ ___P r.sire n j .6cre" ary (Corporation acknowledgemert of UUU;U pAQ_1LUf,,�fj &E COURA14Y corporate principal and a true 96 re y, copy of the Power of Attorney , must be attached to the original of this bend, ) b��y �.� c 1 1__ i XT o ey=Pnac E. T. Lvnch �— Form No, 1971 - 1 A lL�i L sC'I Lis C711e-o i l _ TJNITED P gCIFIC INSURANCE COMpAI`TY HOME OFFICE, TACOMA, WASHINGTON POWER OF ATTORNEY KNO%4 ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY, a corporation duly organized under the laws of the Slate of Washing;on,does hereby make,constitute and appoint E. T. LYNCH of EUGENE, OREGON----- -_ ---------------- 'r"'ar•d'awful Attorney in-fart, to nuke execute,seal and deliver for and on its behalf,and as its act and deed ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP--------------- and ---- -_and to b nd the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COP tPANY and sealed sort aftested by one other of si,!•h officers and hereby ratifies and conf,rrtrs all that its said Attorney(s)infactmay do in pursuance he-,- f. This Power of Attorney is granted under and by authority of Section 37A of the fay-Laws of UNITED PACIFIC INSURANCE COMPANY which provisions are now in full force and effect, reading as follows: SECTION 37A --ATTOPNEYS IN•FACT SECTION 1 The Board of Directors, the President, or any VICe•President or Asstsrant Vrce President shall have power and authority to: fel appoint Attorneys r- fact ."nd to Authorize them to execute on behalf of the Company,bo.sds and undertakings,recognisances,war an a t city to Indemnity and other wr tangs o'.)hgarory,n ,he nature thereof,and lb) to remove any such Attorney in fact a;any time end revoke the power and authonty given to him. SEC TIUN 2. Attorneys-n fact shall have power and authority, subject to the terms and limitations of the power of artorney issued to them,to execute and deliver on behalf of the Company_bonds and undertakings,recognisances,contracts of indemnity,and other writings obligatory in the nature thereof, The corporate seal is not necessary for the validity of any bonds and undertakings recogn lances,contracts of indemnity and other writings obligatory in the mat jre thnrenf Th,s power of a+rnrney ,s signer+ and sealed by facsimile under and by authority of the following Resolution adooterf by the Board ofO rectors of UNITED PACIFIC If1ounANCE COMPANY at a rseeting herd nn the 26th day of October, 1971,at which a quorum was present,and said Resolut on has not been amended or rep«alod "Resolved, that the signatures ut such difectors and officers and the seal of the Company ower of attorney nr any cerin care relating thereto by facsim Ie, and any such power o} attorr«y or ce,hhorte hearing such may h• affixed to any such Dower facsimof le signd'urFs fir 18CSlmile s«al shall he valid and binding upon the Company and any %ur.h pnwer sn executed and certified 'acsimile signatures and facsimile sea, shall be valid and binding upon the Company in the fixture with respect to any bond or y undertaking to which it is attached- IN Ydi TNESS WHEREOF,the UNITED PACIFIC INSURANCE COMPANY has caused these presents to be s yned by its Vice-Presidf nt,and its corporate ear ro he hereto affixed,this 261h day of March 1 7Q UNITED PACIFIC INSURANCE COMPANY STATE OF Washington ( '' !vie. xeeutive Vic«-Pr«siden, COUNTY OF Pie.•,_e On th's 26th day of March „ 1g_74p«;sonal;v eptiPared_ MORRIS-X• BRQWN to me. known to he the V,r PatYe i� of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he executed and attested the foregoing instrument and affixed the seal of sad corP nrat,on thereto,and that Section ;)7A,Section 1 And 2 nl th«qv Laws of said Company and the Resolution,set forth therein,are sfill in full fnrce My frlmmiss.nn Expnes -- I a n l!a r) 15 78 /`•��•'1A,,brei, 2" „'zSr� LCL'1•�'� 1pfOatlC° Notary Public in and for State of Washing_- ton �, j I, '.` d �U nsf"0 R«srd,ngar Tacoma _-1),, Kelth Johnson Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY , do hereby certify otiose And fnq is s true Ind ennert copy of a Power of Attorney exeruted by sanf UNITED PACIFIC; INSURANCE COMPANY,which,7 still that n tuo •re end elfect +. feet t W.l t NE S5 WIfE nF nF,I hive 11-,o,.wn ser my hand and affixed the sea,of %did rn,np,uiy this-.- �l-ci il.,y,if___P.ugust_19 18 h9fJl: !A"tt ED 2 71 " Ass,sr «cretary •tom�. St+RUTUSION l.uril'1.1 l',t: ACkI:EML't. ^,W S .;c'REEMENT dated the ____ d j) of between the .I'11' OF 'T';CARD, a municipality of Uregon, hcreIti,after termed tllr�"r: ty an:I ----KuL b fnuaru "2A.M. 1nQ' am—OrPon GA;Wr_I_#iQn., ht:ieinattc.r terr.ted "Ft 1. � t;ut ( I . W I T N E S E T Ii : WfERr.A'), P.t.iticnvr lia, applied to tirc. City f it .Ilr,rnvnl fur f1.1InK in Washingt•r)n u:itc', s r `division plat knew*, ;, _i ,MSeftion 3. Township_2 _. WillametO, Mcridirul, Washington County, Or.egun; �xic: WFi.K1'.'. 7- , t',e City of TiF;ard Subdivision Orcitnttnce requires the suhdiviu-r to .i ,t.a I ' .-.t!,, r.i.dew•niks, street lights, storm sewers, sanitary sewers, undergrounr' tilities +)''d other public facilities for the development -and requires the payment c ' nae the City has approved and adopted the standard specifications for Public ,(.,rctt,.ctinn by APWA Oregon Chapter anti the Unified Sewerage specifi.catiutts for the prcparrd by professional engineers for subdivision development, and i%:`F ';' `, the public Improvements required to be constructed or placed in petirAr,rici IcF;- -.u' er►. incomplete, but petitioner. has nonetheless requc�•;ted the City to permit i),oF~rc^r .'.r` rccepenry and use of property in the subdivision, and the parties desire r( bs' I ., .'•.;'rc. the puthli.c tntcrest genernlly and prospective purchasers of loge in +d .'11' e'+'. ' -,'cn I)y tvgally rnft.,rceable assurances that the public improvement , >"' i or, r •la11c•,I r,.-q,llred and cur:pIr_ted within rhe time he reIna ftor set forth. NOW, REFQRE, In consirlera'ion of the foregoing premises an-1 the covtn•ants :Ind 1•e kept and performed by the Petitioner and its sureties, IT T.S HFRPBY t ! ► r ; '.tJ.one r shell proceed with the development, wt th the intent and rurrnii to pit tt i pup' is Ilnprovernentn except sidewalks and strvoL trees of said subdivi5lun rt later Man two (2) ,years from the date of this eigreement, and Petitioner i-t hFreby ..•.unci t; corral': with all subdivision atandards as set forth in Said Subdivision ordtnLnee rr,-1 the tindord specification Adopted by thv City of. Tigard, or As may be othetw' sF. by the Public Works Department and to usv only ;uch material and to follow such ,ign,, nr riny be required to con!'orm thereto, r�) To ;is sure cumpIlance w..th the C1t.v's requiremr-nts and the pruvi.%to-1 it rtuf, t ' tIut,s.'r r herewith to the Clty a surety bona tti form approved by L'lie City, with .ahl i Ity in the amount of $ 22j .,gUj00._...___ a copy whereof is hereto AttAchr-d Ind by i- refe•etnr.e rade a part hereof It Oih t:vent that Petitioner shall fail , neglect or refuse, to prurc,rl .: th a,rrk +n ret- ('deny nnd progressive manner to •aanury completion within the, t ,••„ limits. ,,+,v,' notice by the City to Prtitluner -end Prtit115nvr's stiretlfss ac'• .Itch f -1.111 ',',i t.. l flee to proceed continuing thureafter, the Ctty 'mny 9t Its r.rt 1!jrt !" r(ic.#?f i h.c. I ' k rump:eted and charge the cu-,ts thereof Against Petitioner ane+ P, t ; ' Ione r's t I ! !-,e rivent same be not paid, to bring an action -)n thr. said bond to recover tile arr•ount thereof. In the Er,:'r•L such nc t i vet be brought, Fet.i`l'i .mer nrtcl V t t tions•r ' ureties prnri::c• -rd :,grey to p-r}', 1n add( t:,,n to the a•rtounts acceui.ri77 erns? , ' l,•�aa}:'.•a, .ch sura: as the ':.`girt shall ad iudge rcaz.ot•' blc as 3t torrey's fees ano Ch9t9 by the City, ''c'h In the Trial C3urt and App, i late± Court, if any, or the ''1 t�• -_iv, at its' Option, �r'nw hrc:vcdi.ngs to t.n`c-:-c a.;:,:nit r-hr Pet's t n.ner ,and/or Pe'ti t.lf-np-' 9 sureties specific perfo —tante ,f the contrac.L Vld cortpliArce wish the subdivis!on standards and ordinances of the C1r-y of Ti.i;Ard, :nd :n su^.h event, in like manner, !:it• City sha:l be entitled to a,t-i at 'lie court shall. adjudge reasonable Is .,nd for the Ci :v's =. .:torncv'S the; and coat;. both in '.hr Tri.tt. Court and Appellate CM.,irt, rf anv. ( F i., I..r.. concurs.: t w.l th th•� rXVCL;tictu ht_-c•c,t, has (Itposl Lord with tir: Cies' ,r d^ou-tt rd t.-) equal rental and maitiLenr.lnce fees with respect to the strew,, •:'; within SECTION 2 of the tubdivit i,n,, 4ecurding to Portland General. 1 :: ':'•r • '. ; ;'. • t�+l, Option 9, together with a further sura equal to the rsti.1lAL i suet ' 1`r'" '• : :: '.'31 energy tc_ a^er;izn the street lighting, fr,cilttie3 for a period it two ( :r., from the date of iritlal energizing of .,aid lights. Said +mount (51 Tne Gity agrees `.o make and provide periodic and fina: Inrpecti,),is which in ttlo itN 's '- tc :': ,t :1cr desirable tc• nssure compliance hercwith, it, co.rsideration wlrcrf,of Lhe Pt : r .c e•r h? i paid prescrib..d inspection fetes, Tne C:".; agrees to instill sweet identification and traffic Si 11 tilt! !a th. aid sut•,'i• _iin�, ,.n consideration of paymprit in the amount of $_ 547. 35 - t At �u:h fIme Ms all public Improvements ovicept sidewalks and street try ; wi thlr rh. r ► ci';:-:lon hnt•,? been crrpleted in ae:cor,lance with Lhe City's requirertonr y, V, tItiarer :h:,li :-ctffy the- Citv of chi readiness for final. inspection and upon , trtlfi • y L1 , Departmnt of Public Works that all, requirements of the City have been met, c- F Pe _it:r^er trtil r.uhc,lt to '.he C,ty a guod and sufficient maintenance bond, r not a ' :- •, r, r,� -J.c+...d w: th t�e performance bcrd, form approved by the City in the ur.. �,f '_k4_s.715.e•QQ_ to plc.':Ide for correct , .,r, of any deYcc tivu work or maintenance l;tco-r.irte 1; ;. : �,,t r•r arisi.r.g within unq (1) •car after final acceptance of the p,.rblic. �,provcrr•enr; '�.y the Cit;;, t� ) :crc .pt of -vrt:f6.7,1Lio!-J.6. by the Ut:part:r:r.t of Public Works that all quirt-,!" I r- bo en r,xt rr:d a Ont' Year Maintenan_r Bund, the City Cou^cil �l:ret s rc, 3CCPpL ' r • improv:r•tr.it.., •subject to the rctaui.rt•r•'ent.:' for cer•rtttio.i of I. f{clenc• ;cs -rd ,- Afnterance fcr a period of one ye4r as hereinabove s: f. forth, I'' ' ? .rr• 'n hd•!iti.r. to nt .uFr;etrer.t ,rytri the requiremcntc, of the City's uIdit , 'v� C, rt;na-.C: qr,d the provir-.lut,s hcrcc',f0 PQtiti,pr:cr hinds J.t•.elf to cor,f0_ the lclltiU!-,, requirt- <ttts, schedullrg 4nd lir ritatlorsr : f the l ,ts of pttlt:,,::er's Nvhdivi, ton a% du-tcrIbcd may N. trt,PiFL•;''i3ea urLil !1v Uccuran,:y verml.t is Issued Under authrr` �� tit' '•' t ' !' ' no ct„r:,cv prr'ai t 311411 hc, Issued prinr to the nccc1)t_arnce of tht� l, !1 . i •i•.•�. a!, to the' ti-e that the ^idewa'k prtrall.cI ,tij the: strtrt fear each drvr.-loped r I' • r.'r l .0 ! cx:.t irr+. Jr! .-J'.1ed ' •E - a part of the div►-lctpnter.t; prnvi.dt:r+ rent °!6 � r,? tEgt'iCEj t:,, •.11f i3: 5 P ;.ubdiv.3.t 'l 4UlE. 81-1911 !7t its'AIled the -rot +ter :t �r. 3 yeats f••c- tht date c thi• Stlt•:'i visICtt I-Prel ver• r i . GENESIS - PHASE .0 DRAWN BY I S L�N D DE TA i LS CHECKED BY R PL -- _ NOVA RE - GENESIS ST. DRAWING NO. 5 of 9 • 9-5-78 ADO SIDEWALK JDB /}_1 Y,V(J '/YG//\/r':_f-:1;' //YG /Ivc PROJECT NO. 76-7 NO. DATE DESCRIPTION OF REVISION by SCA LE : 1 " = 5'-0" CURB FACE ;TYPICAL) I Iw N to N p CURB FACE _ Z (TYPICAL) DEPRESSED CURB SEE DETAIL 'A' \ �/ .-.� n 16' ' CEDAR \ / 10" DOUGLAS FIR � - 60 14' ' CE'DAR SLOPE AS STAKED BY CbNCRE)E ?ARKING O STALLS ITYPICAL) j FIELC ENGINEER 124 ' DOUGLAS FIR - - - -- 4+• 00.96 CO ACTION \ 0 24" DOUGLAS FIR JOINTS \ , (TYPICAL) \ MEANDERING SIDEWALK \ 5' NOMINAL WIDTH EXACT LOCATION TO BE STAKED IN FIELD \ 30" DOUGLAS F I R \ CORP FACE GENESIS STREET a QUELLE0 • \ 28" DOUGLAS FIR \\ ' CAUTION \ / / TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED EY \ STP,EET EXCAVATION OR UTILTTY TRENCHING. WHERE / CONFLICTS EXIST CONTACT DEVCO ENGINEERING (757-8991 ) QFFORE PROCEEDING. WORK WITH DWG/// DEPRESSED CURB 3000 PSI CONCRETE / 2" CLASS 'C' ASPHALTIC 6" 2" - 3/4"-0 CRUSHED 2" / ROCK/GRAVEL -A.C 61#-2"--0 CRUSHED f I ROCK/GRAVEL NOVAR E CUL - DE - SAC DETA I L IIA" WORK WITH D AIG 3 ,:• L.I r. f s r••.�11 furlrl �;` .i 11)i s fill`I� I ( ( � I n I 1 t 1 I I i I 1 I I 1 a . t ' 1 I 1 If� I + 1�1'II I '1 tT 1 I 1 II1 r 1 ,I ( I 1 ( 1 111 I (I I I III II1 1�1 111 111 111 III 1111111 111 I Y 116 III 111 III 111 111 11111 J.....-.::..�. 2 3 4 5 e 7 8 O 1�0 11 12 NOTE: IF THIS M ICROF I LAZED DRAWING IS LESS CLLAR THAN THIS NOT Int- 17 IS DNE TO QWItITY OF THE ORIGINAL. RAW ING. - OE Z 92 a se SZ Ot ft ZZ 13 0t of 91 LI 91 sl fl c z ItI v01 • • 1241 �g1�n1111111111111111111111N IH11111�,IfI�IIIfIrlNlflu 11 n1�11d--k-A 1�I"willif INU66 }( 1lyiuuhlulllnllllllf JUN 'E 24 92 .. lGENESIS - PHASE ?I DRAWN '3Y S GROJE_ �_-=- !� M ------- SANITARY SEWER CHECKED BY R P L qq -7 \\\\ // I'- i _ / Ii GENESIS ST. DRAWING NO. 6 or 9 �. __.� -- I ` A 8/'2%78 LGWERED I.E IAH G3 SG ) r vro �IyI� -�C! !U� J � PROJECT NO. 76-7 I j �/� I�� I - ` I I N0. DATE DESCRIPTION OF dl VISION BY X174 % �\ �. _�� --� LEGEND - 4�NG' \ � �� >� �_\`�� �� I 11 1 - - CENTERLINE GROUND I I = 40 HGRZ. -PL PROPERTY LINE 0 MANHOLE NEW ' ' SCALE : `' R / L41 I I ,+ = I O' Y E '1 . - -- - -- - CURB INSIDE FACE I,% MANHOLE EXISTING � I 11, / e" s --- SANITARY SEWER NEW cO CLEANOUT NEW ^, 1�i h� - - -e'' s - SAN!ITARI SEWER EXISTi�1!3 v CLEANOUT EXISTING I /�'// I \ \ �� , *- SEWER SERVICE LATERAL 9 1� CATCH BASINS �, I 1 / . / �� SEWER Y' � O VALVE BOX \ \\ `\ _,/ / �, / 6" W - WATER NEW �- REDUCER \ � \ / ' -8" W - WATER EXISTING --� CAP I.\ �'� ` -) / , I ; 1 0-r- WATER SERVICE --O<-- GATE VALVE i ( -4 I \ I2" So- STORM DRAIN NEW �- TEE 1 ' - -12" SD- STORM DRAIN OLD --+-- CROSS \ (" . ./ \ \ , �� oas -- GAS �- / \ / / \ 90° BEND ,// \ \ \ \ \\ / / \ \�-.. -- POWER-- UNDERGROUND POWER *- FIRE HYDRANT / T_�' `\ \ 0 TRANSFORMER �- THRUST BLOCK \ \ N \ ti / / � 1--_ `` � PHONE OR POWER POLE C) TREE OR BUSH "11� G4 * /0 ;/ "// / "__�'_� IKI �// � �, �. a / h -- e s m o ` >. \\ \ \ N 75 /. \ �- _�� \\�y c3r'0 ', m .` ---- _!024'2� ` E G2 �/'✓ � �\ �. tee, s -- '- N 35 + . I S� �\ /`� eD F a S 140.3 �� \ � ' \ -i P_q:,: I s -, 1'�, , \\a - 69' I ` � 1 I %p J 1 CAUTION \INSTALL 2+82 8t 3.60 1 Lo N SERVICES AT FLOWLINE � .\,� TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION 11 f :1 c� ,�`' DESIGN. ROOTS SHALL NOT BE EXPOSED OR pAMAGED BY I o# STREET EXCAVATION OR UTILITY TRENCHING. WHERE I � r•.� CONFi .�,TS EXIST, CONTACT DEVCO ENGINEERING . i 1 /- 1 (7E7-8991 ) BEFORE PROCEEpING. __......................................................................................,........................................... ............................_...........................................-....................................... .... . 1..1...11 .. t i _ ,, _ __� f, �_ I . . . . . . . . . . . . . . . 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I : : : 11 : 11 : I . : : : : : : . . : : : : : : : : : : : . . : : : . i I . . . : : . : I . : . : : . . . : . : : : : 1 : 111 : . ' I : . . : I . .' : : : : : I : : : : . . . : ' : . : : : : . . . : : f . I . . . ! . : : . : . . f i I A3 , . . . . . . : ` : . ` . . . . I i : : . : . . i . . 1 . : : : : 11 : 11 . . ...."'................... ............ . . . ... .................. .....7.. ...... ........... .. ..... 1111.. ......... r . I90 l........... ... ......... ...i.. _.. _ 1111 . . 1. 1. _........1..........................._...... . .......... . .... ... _.. i I I i I .. . . S ; 1 . ._. .. 1111...»..1.............. .............. ............ I.�.:.... ... ...............-1111 .7.... 1111 ... .... ».... .... . ... ... .................. ... ............................. ................ . i . . . . . . . . . 1 . . . . . . . . . . . . N ..0. ..7 `" ....:..f}. .........:.......: ......... .: i... 1 . . . . . l . . . . . . . i . . ! l7 � 1...' . . . . . . . . . . i . . . . I . . . . . . 1 . . . . . I . . . . . . . . = o+ ON � . . i . I . . . . . . . . . ` . . . . . . . . . . , . . . t . . . . .t. p M U 1 . . . . . . : . . . i . , i . . . . . . . . . . . : .................................t....... . ....-- _I...... ..: . ....,....., ... .. .. . . . . . I . - . . . . . . . . . . . k i I1. f te0, ' : � ... .... ........ 1111... � t i ... 1111 ........ ... .. .. ... 1111. .. ... 1111 1111. ... .. .. 1111... 1111 ............ ................................ ......... . ' : : . : . ` . . 180.' . % . . . . . I . . . . i i . . . i . . . . . . CL! SS D BAC (FILL . . . . . . i ------___ ------ ...- --- . . . --. -- ------------ . . I I . . i i ' . I . . . . . _. . 5 .00 ... 64-00 7 00 8+00 y+00 I0+00 +•00 12 00 1.3+00r. .. ... I. GENESIS # -1 F SIF 2 I. - ..-. - - -- - - M',� HERCULENr.1A,.,N.P owr*• CRYSTALENrll ,PACING PAM 3 - ..,...,1�,,,., A u I . 191 f i r r 1 11 ( I ywlrlP� +r. _ I _ ` .4wm.�.�..�._ AAAI ItI R :N U I YAII • 1 1 . vvP • . .. . .. . ... _ . . .-_. -. . .. - I I �+J�jlll, tt� l �it1 r►+ ri,, 'IIID IIIi�tlTlll ,11+1+1 111�1111t1111��IIII�IIII1111111111tItItI�ltllitItItl1t11�I�itI1ItI�Illililrltiltlil�itl�+)�I�I� ^� r t _ __ _.. I ,A 2 e 4 5 A 7 8 9 I o 11 12 1 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN � , THIS NOTICEyr1T IS DUE TO * ' r- QUALITY OF THE ORIGINAL -- ._ __. -- -- - _- - % r ..., '" .. ""ING of ez ez �a sz sz �z ez zz la oz 61 e+ o 91 sl *1 El 21 +I of 6 • c 9 s , ti- E z IM« 0--ol- . _ ,.,� ittilutllm!lllnlltulllilltkfthlllltil4111INIthWill tii&14ln«I Iw1 w"�ItttdIP1lnnlntt� -4..W..l�tw�l unlun611111u11111 it � l � I JUNE 242' - I - I ,w �� - __ -1111 _.�,;,,,`_ _, 1 F. 0 . .._1111 -.1>G--,�, ,,.- _ ....�:.1..�:.:. CBLh 1.^t between the pub C h r- 1)1 m n r d n n d in j)I �j e p r o r idt 11. r Cu. 1-1 7. r to -w ir 77:L LI*",. f o r r..ich such I in t hr I d 1 FI: UN i ji !,V .-_1 pr p c rtn; v vc i r f- ,.-I th 1.r, n*j c 1 an ings may hr deferred Unt t 1 hetrcoin s A1.1 Areas r e r aha: years fr-.m 16:.th _�u' div! nn wl Lbir three Ljjr (ja L Cn W :6• - year cf cc of tht., pub] is improvements the t i t icr, 't r0 ;I, a t. c curic retf. Cl "C" overlay on all rl)ad!, W:. "I -und provi^,Ioni specified theretofor said Planiing Corn-iission of the City of Tigarri, N 'jy rho. Cotrc.11 and he oHnwel fro-.-, t h!� jubdivislon ordtmince, cond] tions -r'14 j Se C In tion and, nlno, on the apprevrd plat(s) and plan(s). . :i. hcret 1-treby cc pi the Corm of performame botid, copy whelcof to tfutotw.v rinde a part hvroof, and petitioner agrees to cause to and 1t.1r.,d with the City concurrvritly with the execution of thle rl , r !.0 the. LU—i is _,.�rcwnerr is executed on behalf of the City. re'gv'.-.'.eof Paragraph Q hertof shall for all purposes be secu-eJ by Of aCores:ttd perro-.--mance bond :2nd tr, rer.vur-lc f.►v.-reto in the event. of do fault on the part of " c ;'Fin I t04u.' -e •,"I c thfirvuf. 1:-i -.)nd through it, duly Authorize,' und-i - to c'', *.t: S,,mrel of W ,vctor, has caused thi.F .n. C'.Cy OCL:rg piir,iLanL n rr: ,ohitbm of its Council Au ly r, ;,ij rly ho of Li t h e (Jay of j _j d t l'.19 1 1,rPt it i.o h( exe=cuted b I L, Kutsch Enterprises,Inc. 1 , r ........... NIL C.I'1 1' (41 1 1 L ARL) (Al(mN Mayor Ry Kt (:order AEMKMDIU 0 78 �,ersr- ' . ! ? '•��� � � �o�-rte t'r e-A �/2C 411, 111- , 111 I : I 1.21 sc,11 'I , ��v STATE SOF OREGON ss t minty of On this _ day of _-----------r____„_____.r I _�,—+ before me appeared -----------_--------------- -- anti _ -- --- ---- hath to me perbonally known who, being duly sworn, (ltd say that: he, the said -- _ is the Mayor, and she, the said is the Recorder of the CITY OF TIGARD, a municipal corporation and the said _ ------------..--_,__...._____-- And --_—_ _ aknowledged the said instrument to be the free act and deed of said municipal corporation IN wi'rNF.SS WHEREOF, I have hereunto set my hand and Affixed my official seal , this the d.,y and year In this my certificAte first written ------------- Notary Public Fre Oregon------------- M� C��mmisgion-ExEires __—_ l� 1 Avoid Verbal Messages I1 CITY OF TIVARU To: - ! iQ. U�.' .µa p - - _ From Subject: Date: I I V ;� ra n McCullough,Bryant&Associates Incorpor F Q' `' , SURVEYING . ENGINEERING 11L1u 3 1 1978 August 31, 1978 CITY OF TIGARD Mr Bob Thompson Tigard City Engineer's Office Tigard, Oregon 97223 Dear Mr. Thompson: As the surveying firm responsible for the design and the preparation of the second phase of Genesis Subdivision, known as Genesis No. 2, and under the advice of the Washington County Surveyor, we are forwarding your office the following information for your review and approval : A close examination of the second page of this letter shows a right-of- way mismatch of Southwest Genesis Loop as it le .ves Genesis Subdivision and enters the proposed Genesis No. 2. The minor mismatch as shown is 0.04 feet on the centerline and 0. 16 feet on the South right-of-way line. Although we are the surveying firm responsible for this oversight in design, it is the opinion of the Professional Land Surveyor in Charge, Mr. Tom 0. McCullough, that if the minor misalignment is shown in a clear and understandable form on the submitted plat, all future sur- veying and engineering problems can be avoided through proper research of the later recorded plat. If you have any questions regarding this matter, please feel free to call Mr. McCullough at 752-9993. Your honest review of the practical implications regarding this matter will be greatly appreciated. Yours very truly, McCCj1UULLOUGH, BRYANT & ASSOCIATES INCORPORATED Z), `4' , Gerard A. Pappe, Computer-Draftsman cps Enclosures: Xerox Copy of the Lower Half of the not yet submitted Plat of Genesis No. 2 Xerox Copy of a Reduced Copy of Recorded Genesis Subdivision 550 S W Fifth Street. P.O Box 857,Corvallis,Oregon 97330•Phone(503)752-9993 Offices in Corvallis•Bend 9 McMinnville• Sunriver a ^0q�lfA� '�I�+�„ --.vow+-,...,..r•+�..,p..sr..�s•.rm.�u.r., , ' `� of ,1+/!}• t:.!� r f �I •r ,i. t 'i ��� � �"� � � �a �, - rr art�'' � 1• i,'} �: I `� �� 'i �a ��' (° j'� JL eg' pro wu !7T T- M. 21 ITA Ril 1..DI..Y,«.r�W�« .LLQ..^: .:I'.'�,1••..t.:'r..�- �� / r,'S` t�•1 r.� ° f q +t` 14 I� � Is- s y jI i, , . Found 5/8 �O 24 '-� TRACT F STREET Sha t� r'-1- lron Rod �� 22 PLUG, I Ft. x S86°12'10 gr3.�z ' \- .•� 78.23 Ft. 3 r8 52 j`� I D' .o + a � o N 17058'06'W 25 atiR�ti ti o j1 �$►3s.t3 ;'�, 21 ►ss� I� � o o '33 V�3 3051 51 _ Io _-' 1Z•p;5ti/ `. SZ o o N , mss/Zs' �. rui i`_ 1- A =200 vii'o y�4 r s� � Y,2 9 �0 1a00 ��-� / �f -- --- i 5 I L`'�- :! CFr KJr \&7 �C3� \ ./ �\o y �• 5+ z Z 9 , '6 Al►/{ Lf S j25.03 w o 1 , SJBM;T" ._ PtA-t OF Q P: � b s� ,� 26 \� 29 \� ��l/\/4 � JQ ` 1�, N8' GEAtE t t.1D 7- F 20 •,•, �y s 34.x4 �. qu®9\ �� ��°��SZ \8- 28 w, ��\'�- 0c;07 59 a t!� Found 5/8 ` •4bt s �O ►�S'° ® 'A� J,N lss.tt Iron Rody49 s" �' cs� ,-W. GENESIS LOOP �`�`1$'3O �� 27 o V J OA to y'�' ® S 88'3iT,o��/ , lt4or/ BOUNDARY DETAIL 19 L .v .a ', ""- GENESIS -GENESIS NO39 . 2 �'� o le -6S-7 35 A4 t GEN1;S15 0. Z a'.— " {ro/ 39 ® - '!vim �; S `g ' �, 48 1 13 57 'ld�b 93 0�` i �� o o 3l- {o' A t Lot 19 ® N�4'44� S �g ' lyes _�_ - - \s, g 38 0 l0 40 `®_I s '�89°31'09% 1 7S_I� ' { £ W N v' IO i L II414 / � P i S s �7 1 G �O S$5 43'S/. { Uoo (4-'74. 4 4a E 44 / 3( f� Fi a { 133 { 0 ^ 4 + , 47 .s� �6 N-15`i�� Found 5/8'� j cn c e � ; r o ��0 48 g n' TRACT_D Iron Rod /\� No S 33 SL 0� 6' yp10 0 41 5 , `� ®, , , , 0 & b 37 O O i m 89 Si 4t�►/ � {1j�;�M�► . to 131.72 b + rnb. f 5 94'24.53 C N ,n + . 4 / tr J 32 1 Z5 is 405543'If i- 12329 27 .e' ;ZD ®:J N LoT 5 { ----ioi 28.E 46 s 31 i.- \a Q° 4a• 41 103.80 Z:Z I , c" o — © S7� o� , Z Gcn,�sts /� - ��n , ® 36 W 42 � Ssr3a48� 9 ,/ps2�6 0 a, + -t• �3 low• Q_ S9 4y =3� ® i�'15' ! Not to Scale Initial Point, Drove 2% 36' 33 �S,�• �`; tJ 1 4 3o,, W i a in 3 S �s 45 N 1 , Galvanized Iron Pipe over a m -o u - r �� / 4WD BLOW-UP BB o w 6 6 9So� �� :W io a Found 5/8' Iron Rod, 6" _ •�q \ oge E�I�3500 a- 8elow the Ground\ h� w c , oN �� 1 s N /i { yah 34 91 35 „0 43 . p�° 44 ' ¢doo -- - !44.56 C !'2200 100.00 /5500 492.26 N89053 33'E 663.23 r Zo y NOTES=Utility Easements 10 fnnt w{rIth hohenrl !I I City of Tigard i iNSPECTION PEOUEST for INSPI i TION TI A1E : __ A--#M+ PERMIT NO. : i DATE : .__!�W DATE ISSUED:.__L1._ I OWNERS NAME ' 1JTSe- ADDRESS : _. —SiS__._ C O N T R A C T O R - - a1 -P •__-- TEST: Air ❑, water p , Visual ❑ , Laboratory p RESULT. Approved ❑ Disapproved ❑ Pending p I SKETCH: i I I I I I iYAZY INSPE JTOR DATE COTE : Attach su pplementol test data heret] 1 i r � � CITY OF TIGARD—12420 S.R CEI —TIGARD,OREGON 97223 DATE: �r AMOUNT. S .�, DOLLARS CASH: NAME- ADDRESS AME - - ADDRESS -- ��,8"��.-rr_ 1�i i�iP.ZJb• `i ^�� _ M.O.: FOR: ACCT_0 PERM T SURCHARGE AMOUNT_ SEWER BILLINGSY 40-364 _—_-- S— BUSINESS LICENSE 05-331 _ PLUMBING PERMIT 05-332 S MECHANICAL PERMIT 05-332 _- -.-------- -- BUILDING PERMIT 05-333 _ -._ -_------------ -- SEWER CONNECTION 40-363 -- SEWER INSPECTION 40-365 - SrSTEM DEV. CHARGE 25-366 - - PARK DEV CHARGE #1 30-361 ------- --- PARK DEV. CHARGE #2 30-368 --- ZONING ADJUSTMENTS 05-362 _ -- - AJ :R •l.:•/•� ���.'J�la��•��__ _�.—_.__---_ �'I SFA. �•__, TOTALS $ $�}�3 q-5" 025 RECEIVED BY PERMIT NUMBIRS ASSIGNID: A Number Amount_ Nun ber _ mount Number _Amount i p 6 3 2 CONAPUTA'l'ION SHEET DOOJECT NAME GLQIE-` 2. PROJECT NO.-.---..- (1) 0. .___..-(1) PROJECT FEE (City ord. 68-48, Soc, 10, Par."A"):� S�, `� a)Total estimated Improvement cost . . .. . i..c��,CIC b) Less can. sewer est. const. cost . .. ... _ Adjusted improvement cost YI —14 subtotal) �4 c) .019X il1- r- . . . . . . . . . . (sublototf (2) SEWER FEE (U.S.A. res. 70-12,Sec.9, Par."B"): a)Sewer plan check fee 8 Inspection fee , c►o �4 I) 10.00 X � • �i 0' Cor' (no, of lots) 2) 100.00 mine b) Permit fee a connection charge paid c)Sewer district contracturcha►ge paid (district nom* (3) STREET LIGHTING FEE : o) P.O.E. lighting schedule no. b) Mthly rate option . no. type of tight lumen• 3'11 X000 ' (mtAl—y' e) (no.of Ilghfe) type of pole Z,r ter' 12 1 I (mthly rate) (no of lights) q Iyr. = 12mth'! (subtotal) 2yt=24mt t', , `t_� 9 I0, --- . __ �X Z4 _ (t.P—A-0) (no.of mlhs)- (4) SIGN FEE (item•t•installot ion) (per sign) (no of sign) STOP - _--- X .-=— — RESTRICT, OCCUPANCY $-._-- X -- STREET SIGN } X r t COMB.STOP/ST.NAME 71 X NO PARKING .._:_X _L ✓._ - :� '- .' � (miscl. type) _ X 'miscl. type) RECEIPT NO DATE PAID '1142Sl 77-J check , '�IIQND 'TOT L vt lcash dmoney order 0 �. f '� ,.ad *Inlerl: sewer,street,ur q::Id :i:n g Zs r r UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 (5031 648-8621 BOARD OF COMMISSIONERS Joel tuan Generralel Mananuger RAY MILLER.Chairman Room 302 BILL BLOOM VIRGINIA DAGG MILLER A1.DURIS RICHARD C HEISLER August 17, 1978 O City of Tigard ; .too"— tS P.O. Box 23997 Tigard, Oregon 97223 r1 7 � Gentlemen : SUBJECT : GENESIS 110. 2 Enclosed for your file are two sets of the construction plans on the above-referenced project which have been approved by this Agency and the Department of Environ- mental Quality. Very truly yours , Engineering Division Unified Sewerage Agency yr Enclosures 72-411 V Phone 757-8991 33900 Eastgate Circle C 0 P.O. Box 1211 Corvallis, Oregon 97330 DECO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING August 15, 1978 NCCEIVED AUG 1719-18 City of Tigard CITY OF TIG1%R0 12420 S.W. Main Street Tigard, Oregon 97223 Attention: Mr. John Hagman Re: Genesis Subdivision Phase II Dear Mr. Hagman: We have completed our 'preliminary engineering study as to the cost that the developer, Kutsch Enterprises, Inc. will be incurring on the subject project. The ro&t of these improvements to meet the City of Tigard standards ara as follows: Street Clearing and Grubbing $12,850.00 Excavation and Embankment 14,750.00 Rock (1J"-0) 6 inch depth 16,875.00 (3/4"-0) 2 inch depth 6,775.00 Asphaltic Concrete 3 inch depth 26,500.00 Curbs 19,500.00 Parking Stalls 7,300.00 Sidewalks 1,350.00 Manhole Adjustment 1,800.00 Storm Drainage Pipe 10 inch 0 5,300.00 Pipe 12 inch 0 4,450.00 Pipe 18 inch 0 3,400.00 Catch Basins 3,200.00 M,inholes 2,550.00 Sanitary Sewer Pipe 8 inch 26,350.00 Service Connections 16,150.00 Manholes 6,100.00 Cleanouts 6 Miscellaneous 1,850.00 City of Tigard Page Two August 15, 1978 Attention: Mr. John Hagman Re: Genesis Sub:iivision - Phase II Water Line Pipe 8 inch 0 12,350.00 Pipe 4 inch 0 13,225.00 Service Connections 4,900.00 Valves 6 Fittings 5,500.00 Fire Hydrant Assemblies 1,900.00 Miscellaneous Items Utilit.0 Trenching 2,050.00 Sub-Total Construction $216,975.00 Engineering 00 Contingencies e0e . 1 Tot?1 Cost This cost represents the oVvelopment cost for 34 lots. We fe;l the estimated cost is conservative based on a proposal we have received from MFM Corporation to complete the sanitary serer and storm drainage for $62,400 which is $7,000 less than our estimated cost. If you have any questions or additional clarification is required, please feel free to contact this office at your convenience. o Sincerely, Meal L. Peterson, P.E. General Manager cc: G. Kutsch C 2 (0 ,'O'W , r �5 ti Department of Environmental Qua/Sty ROBERT! w srRnuO 522 S.W. 5th AVENUE, P.O. BOX 1760, PORTLAND, OREGON 97207 PHONE (503) 229- August 14, 1979 ""CEIVED unified ><ewarage Agency of Washington County CIT' OF TICAM) 1W N. first Avenoo Of I lsbwro, OR 97123 Attentleat Nr. Ready :arigess Re' I - Un I f l ad Sewerage AVonsy aent1event 11a have rev i aced p 1 snnt for prshs"" const rue t 1 on of the following saMitary sewer systoms located within the Unlflad Seweretlo Agency. 1. 60000019 ala. 2; Ou"on ITP J. burlweed Street Ext., Rock Crook ITP These projects era opproved subject to the enclosed standard provl - B i t. Four sets of plans s+ubwitt44 are belog returned bearing our stoop of provlslonel approval. Very truly yourg, James L. Yen Damian IEaverage Works [ag Swed► le0"r4ge Works Cows t rias t 1 en Sest leo Water *$silty Qlvlslsn ANJtdc Wtos iesures 1 Owme Engiaur1og City of Tigard Waker Assoelatss Washington tummy health Dept. �Mirthrast Region - @W4r rim ll� C MrEET C umFF Eo CY OF 1% JM TY STANDARDS APPROVED r ap iv Oft I rf tubo to provlslona in letter of MM dote. Sttte of Oregon DEPARIMENI OF ENVIRONMENTAL QUALITY. AtIQ 1 "1978 / ETON A. qPP AS NOGTEADGENCY 4IjMg UNIFIE 3SE J BY k 2 RD / CUTT INC BUL1 v1011N7A1 N d CIRCULATION COPY ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THE=SE PLANS DRAWING INDLK Pll7I_IC wasrl<s C)F:PT. By— DATE 1 . STREET 6 STORM D PI ANNING DEPT. 13Y_.. DATE _ GENESIS 5+20. rU11-0IN(- r)F.,PT. BY—.-__. _. DATE_._ 2. STREET s STORM C COUNTY HE-AL.T1I or',,, DY_—_ ,._._ _ DATE AMBIANCE CUL- CITY A01,11rdISTRATC)R E1Y_�f„__ � DArE- . � � oUELL CUL--DE- TIGAFt1-i VJ!T[ R Dl .f.l [3 / �y��i�DATE GENERAL TrLCPI-ir Nr-/01\:2 pY � _ 3. STREET 6 STORM C G --- DATE:_.1�__ NOVARE CUL-DE b-9-A BY_,_ _ DATE_�'J� � N. W. NATURAE GAS . BY � _ DATE =1l - 7� 4. ISLAND DETAILS , O BY AMBIANCE CUL- . P. o �. D�T�_.$ QUELL CUL-DE- T. R. R. D. UrgT _ DATE 5. ISLAND DETAILS NOVARE CUL-DE GENESIS STREI - _--- 6. SANITARY NOTICE TO EXCAVATORS GENESIS STREI It is your responsibility, as part of this permit, to notify all utility 7. SVITAP" operators of the extent of this work PRIOR TO STARTING THE NMB..^�c CUL JOB. (24 hours if possible.) UTILITIES TELE. NO. QIIFLL CUL-DE- WATER —Tigard Wdter Dist. 639•: 'S4 IMetzger Water mist. 245.3331 e. SAN I-rARY GAS —Northwest N.itural Gas C:+ 226-4211 X212 NOVARE CUL-DI TELEPNf"JE-- GenerclI Te Icrhonc Co. 639.1002 Pdc, M.W, Oulil Tele, Co. 238.3393 9. SANITARY ELECTRIC —Portland General Elec. Co. 643.5454 NOVARE CUL-DI I Issued City of l Igard A LL W 0 K T 0 MEE OF TRG" ARD QUID UN FMSC� FE-5) AGEA"' ENCY WAS NOTON C IJN A ,��;i� SE NV EAG N, .'"ENCY RECEIVED OF AUG 1 iy7� WASHINGTON COL►N'f. V CITY OF r yr ADMINISIRATION FUILDING— ISO N. NRST AVINU: TI(,ARJ i r;l HILLSBORO, OREGON 91123 15630 e4e•u>t1 110.1" OF COMMISSIONERS Joel Wesselma 00OW81 M1na r. MILLCR M.OURIS,Charman QOorn 302 HILL BLOOM VIRGINIA OAGG RICHARD C.HEISLER HAY MILLER August ll., 1978 Oregon State Department of Environmental Quality PO Box 1760 Portland, Oregon 97207 Cantl emen : SUBJECT: GENESI3 NO. 2 - CITY OF TIGARD Enclosed please find two copies3 of the plans for the sanitary sewers to be installed in the abova refere,Iced project. Please review and return all copies to the Unified Se. erage Agency of Washington County, 150 North First A;z;:ae , Hillsboro, Oregon. Wo would appre-'iaLe your approval cn these plans as soon as possible . Very Lr.uly your:; , ►��� 1 Design Engineer kJ :v r Enclosures CC : Enginevi (City of 1'ignrd),..-- PL��.NT_DURHEu2___ _ hASIN_LaT_ - 72-16 crry OF TIQARD, OREGON :,UHD'iVISION DFAEI,OPMRNT PRta.7FCT (P.w.) Procedure Check List I. FILE INITIATED....... .................................... '� p •- (1) Suppl erre ntary :sheets attached........- ••••••••• `� 11. SUBMISSION OF PRELIMINARY PLATS • (1) Pending Planning Commission action••.. ,......... O (2) Approved tentatively by Commission............. El 11 , Sr.inPjISSION OF PRELIMINARY CONSTRUCTION PLANS (l) Plan Check r_cmmencodr.......................... (� (a) Revinions required...... ...... ......... p (b) Stamped, approved for construction..... ff,-- (2) Utility Co. plans received—. , O (3) Trrprovoment cost 2stliate received.... ....1 . 0 1'V, EXF.CIETION OF PROJECT I)OCUMF.NTSs (1) Contract documents drawnr (a) Compliance Agreeea,nt signed...........• O (b) Performance Bond signed... ,............ Cl (2) Permits & Licenses acquired....• O (3) Eagcrwtnts obtained & recorded.. .. (q) Deposits Mads............. ,.............. p v. SUBMISSION OF FINAL PLATS (1) p Rovicw for conformance commsncedt, ..•••• 1 (a) Revisions required..... ,•..... • ••••••• ❑ (b) Apps oved & signed by Comm. Cha i rr on.,.. 11 (c) Rcesrrl;mitted to Cor.unic3ion, - 1.3 f Rurr.No. Approved.. 1 (2) Appruved and recurded by County Surveyor....... p (3) Addrese's nasigned..................... ....... p VT. COMMF•NCEM1,r4T OF C0143TRUCTION., ' ,......... [7 r Note ln,•pection heets andconstruction/ Tnspectior, cheer_k list (attachr_d) for l,rogrerls. VII. FINAL INSPECTION OF C(,NSTRUCTION... ..... ..... .. . ......• (1) Pending correr.tion of dr_ficiencies.,...I....... 11 (2) Not acceptable, construction de:£icic-nt......... v (3) All construction items acceptable... ....••••••• O VIII, LXF.CU1`]:.V OF FINAL PROJECT pOCUME'ATSs (1) M+intenance Bond r3igne2,....... O .._�_../._. (2) As-built drawing received....• . M (3) Final report to Council isr:ued. , [3 J.X. CITY COUNCIL ACCEPTANCE OF PRWECT IMPROVEMENTS.......... [3 „L_Z r i I i MAINTENANCE BOND EXPIRES, I fl Y Avoid Verbal Messarjes A--1 CITY OF TICARU To: _!`�\1� R.�w�.9—_ _ from . Subject. -JN-i^ -I"*. __- N %Date )� SC e -X-UA � le � 1 �. GRnVE 0 5 of 6Ilss _ GENESIS - PHASE II DRAWN BYGE?RINTCN D S = 0.01 FT/FTI -- -- -- SANITARY SEWER CHECKED BY F L — — _--- \ SCALE I11=40' HORZ. AMBIANCE a QUELLS DRAWING N0. 7 r' •� \ Ii1= 101 - - VERT. / S.S. A N/21Y78 GENERAL REV OF AMRGANCE. aOUELLE S. Spe G PROJECT NO. 7C-7 /� EASEMENT \ ��V N0. DATE DESCRIPTION OF REVISION y D=v ('-0 -j\j(-,1j��E , //�/r, /%`/(. I 11�!/ I / \ I v` NC \ t'S.S. > \1 \ \ I/ I/"--,\ \\1 �I�I\ \ \\) 1 \ � I \ STUB 15' �\`\ % I \ / / 1 / I _ ° d) San 1�a 9 \, / ►.�, i \ \ 0 _ I — Q `- --- 'q5,W 8 ss - sfl,, \ 024\j- g � TAP INTO EXISTING M.H. 1 - / % N 3\ ' l — fl: .1 S 3T q4 it STUB 10' �,/ \ /� 11 �� f" \g2.p5�.... .�a 4. 126 -- / �,EXI TWG 1 � `/ r 1 ii A4 5 2 _ �j�. D AINAGE ' \ O f CHANNEL / — \ -��/ lam, \. I \ \ 59 r- �—� 1 - - '" � FOR S.D. 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LEGEND I o, / CENTERLINE GROUND I2 a . —PL PROPERTY LINE "'\7J1�3OJ; MANHOLE NEW a ti CURB INSIDE FACE ;a� MANHOLE EXISTING ' r .—� W (D CLEANOUT NEW / %' e" s SANITARY SEWER NEW _ ' -_ I CLEANOUT EXI:'rING 11 --_._ e" s — SAN:rARY SEWER EX rl,,N�; 'D `�\-._ --if-- SEWER SERVICE LATERAL ® ® CATCH BASINS l �� �•,. SEWER 'Y' 0 VAL'✓E BOX ----/--.--- / , . \ e" w —. WATER NEW �-- REDUCER w -�_ ___� / _�-- \ / -- ____ —6" w — WATER EXISTING \ �, � � `•�� WATER SERVICE —� CAP -"->'*—' GATE VALVE \� --�- J OVA ^ /// \ ` �'� 12" s�-- STORM DRAIN NEW TEE —12" 'o-- STORM DRAIN OLD � C • ROSS ~�~ FOR ISLAND DETAILS cas GAS 1_ ` ' o 90 BEND ! 1 SEE DRAWING 5 —Powea -•—. / ' *-'- FIRE HYDRANT "��_- i UNDERGROUND POWER 5p N1 SCALE I11- 201 HORZ. A TRANSFORMER �- �-`_ I I11= 101 VERT. THRUST BLOCK I $ PHONF OR p0yy[R POLE C> TREE OR BUSH i — 811S -.# / ___, \� �./ .� / o / \ b / . / O \ \ ��. 101 / 0 ti P/L \�� / ` �� �_ _ -—/ . / CAUTION TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGES BY AZ STREET EXCAVATION OR UTILITY TRE�KHING. WHERE CONFLICTS EXIST CONTACT DEVCO ENGINEERING (757-899. ) BEFORE PROCEEDING. ................................................................................................................................................................................................................ . % . . . i _ . . . . . . . . . i . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . i i i . .... ............... ......................._. .. ...,............i............. .......................:........ ... ....... ..i ..... .. ...,. .. . . . . . . I i . . . . . . . . . t . . . . . . f . . . ' . . . . . . . . . . . . , . . . . . . i t ? . . . . . . . t . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . • . 1 . 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F,3 0 F '1 _�_____� --- I1Vrf � HERCULENr mmc.owl.,. 11 111�r C CRYSTALENF 11 IluuHa rA►EN . a {1.1111 INAPILN IIUI Y.1111.11 MO ' .. .. __ '- _.._.....__ ..__...._ ._.. .... ..__ ._. -. ._�_ .—. ___.. _ i�l 1 r 1 IJ1 l�f I I 1' 1 j �) f l r t I 1 1 1 1 I 11 I I I I I 1 I I I I I I 1 I I I I 1 _ - 1 r I I I I iri1 1' I1 1 1 II ' II I�1 Tlr 1 , 111 1111 111 Ilr III III Ih 111 1)1 111 III 111 III 1111111 1 1 1 111 III 111 III 1111111 11111 . ..,,,.d , y r _ . -- J .r NOTE: IF THIS MICROFILMED p. , 1_ ' - ` 2 3 4 5 6 7 '» 9 10 I I 12 _ 1 f , DRAWING IS LESS CLEAR THAN - a' ,,. THIS NOTIQ TT IS DME TO 1"" ,.'I- ' jtE QUALITY OF THE ORIGINAL V ^—� - -'- ' •.- . ,.. RAWING, QC aZ 97 LZ 9Z SZ 1Z CZ ZZ la OZ 61 91 L I 91 S I f 1 E I Z 1 11 of - 9 L 9 4 fp • E Z 1*OLD" ^ r ; SMI UI I I Iu I l 1111111I I I I II I I'1#1"hf n1114p1rim 111 llulnukm.l.!!!! 1 11rrinuh111lmrlllull lHllrnl Il"iIL Inria�nf�rf auhnllnnlln111111 ,IIIl�LUIlIIlI1bI I11N . . 1j ' '-1' 4 , . !Iys, ... .. 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LEGEND 79 44 5�� EASEMENT 413' I � STU13 11 ' 0+30 1 `� CENTERLINE GROUND r l srus 15' � srus 17' PL PROPERTY LINE \ O MANHOLE NEW Iz" _coNc __— I 1 o.4 0 _ 1 I \ STUj 0' STUB 10' I v1 ' STUB za' - CURB INSIDE FACE MANHOLE EXISTING 0+40 1 II 1 _— I 1 \ -e" s SANITARY SEWER NEW `0 CLEANOUT NEW 1 o+ao - "�A-� - -e" S — SANITARY SEWER EXISTING v CLEANOUT SXISrING � # STUB IS' I I _~ —15 , a I STUB 10' - #— SEWER SERVICE LATERAI ® ® CATCH BASINS uru ITE , 1 SEWER Y p VALVE BOX 4 i i EA�cMENT C. 8EASEMENy _S�� ``��- 1 , I 3,03.02 LT 14 •6" W — WATER NEW —�-- REDUCER 1 l y 1 I.E. 210.00 N — —6" W — WATER EX15i ^,'� --� CAP 1 h T.G. 212.97 a INSTALL17.52OF 10"S.D. / STUB ED' I 1 o a I-Ql zi S = 0.0234 FT/FT ` —o--- WATER SERVICE -- - GATE VALVE 12" SO— STORM DRAIN NEW TEE , I I -- — —12" SO— STORM DRAIN OLD — — CROSS I GAS i►- 90° '1EN0 POWER— UNDERGROUND POWER — FIRE HYDr;ANT TRANSFORMER THRUST BLOCK �NL'�f.� �` _ 1 $ PHONE OR POWER POLE >� TREE OR BUSH I PHASE II I 11+08.69 G2 �r;3 / i / j• � -- _�- o \., CAUTION TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION W\ DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY STREET EXCAVATION OR UTILITY TRENCHING. WHERE \� CONFLICTS EXIST CONTACT DEVCO ENGINEERING ............................. ............ .................... ....................................... .............. ....... ......................................................... .. ...... ............... 7 7 9 F PROCEEDING. \ _ # . . i . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . ............... ....-.. .... ............................... ... W i 1Z•1 .. .... .. .................._............................ ..... ...�.. .... ............. ....................... .. .. .. _ ... ..i........ ... ..... Q ^��© .. .. ' _ ........................ .................... ...... . 22C a. >. z p O ..f. N 1*41.04 n ..#... w 1___ �. TEE FOR C,B, d, ll T : : : : : : : : : : . N Z z I.E. 210.09 � .. E : : Li 3 ` ZR . . . . . _ 21.0 -�� �, �'� s, 10�� + in - :........ ................ :.......:.... ...... 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BACKFILL CLASS `C I' BACKFILL CLASS IG �• J m,h .+. :i� . . . . . . . 1 _ ... 8 0 M .......... 180 .. 6ACKF CLASS C BACKFhw � . Z �- N i Ii1 N : #� f Oa In N Q 17 ss M O O Ll (a ~ ,r i ; O N L1 0� . . . Ry '.� 1 . . . . . p� k! f C• N O ti F- O �" r o - . . . . . . I....,... . V H ...,. J aD _ .... ... ................ ......,......., ............. .... ....... .. . •r O N W r..• #.. L. C7 �WW f ~ # d OD (U W 0. rr N 7 � .+. W' F- O IY .. . . . . . . . . . . . . : ro D\ N 0 ►r. .�' ` ... . . 3 O . . . . . . ...... # . . . . J Z .5 o 1 Go 0 W O • O w d A N U r" O : : 1 M : : : X W 111 ° . . . . f ' i . .. ui � wN f f , lalIt 4 li "' � . ... aD co . . . . . . . . . . . . . : f _. # �...� . ,...•.......................... .. f f tJ O r, 1-� . . . . . E 1 f . . # '+ . . . . . 1 . . . . . .................. ........... ......... ... . . . . . { . . . . . . #. I ....... 1 r t: �# _... ..... ....... .... r.. .... ... .... _ . _ _ : 1 } : (�l�r HERCULENr tr.nau~mn mm _ 1 CRYSTALENE"11 I��cnw rt> JNrr .. .....—M•+oa..:..r.r1. .,.,...,,n,.r..,..ynyI .MINN 514 1 1 1 .11.M L n 0 0 1 I'A'�1 n M 11 0 �I' IIIIiI I'IIIII'I'I'I�'i'�' I 111 I a��1llll� Illi tII • I!IIrf111ti IIIIIII IIIIIIIIIIIIfI IIIIIIIIIIIIIIIIIIIII1111 Ill Jill IIIll 1111111I111 fll) (111,IIIIIIIIIIIIIIIIII111 ,. 1 2 3 4 5 8 7 8 00 ! I 12 NOTE: IF TH S M ICROF I LMED � I ••---�•–••�-'•r••----��—•■•� I " - + • DRAWING IS LEaS CLEAR THAN THIS NOTIl IS DW- TO 7�. QUALITY OF THE ORIGINAL tt A - DRAWING. - - -- — -- ---- ----- - - - - 1 OE dt 9? Le of 12 02 E;: . >!t. . Ill Al 81 LI 91 11 trI c ZI II 01 0 l� l 9 s 1, JE e I'•O.N-11"' +/IIIlI11I11HII111I1111I1111IMfIN111I11f�111WIlliikltlltlttM�I1HIl � M��1/�IIII�p ��� ����� IlUI1111III11III11IIIIlh.(U ��tU�(U,IJ�ULIUIIUIi1WIili) 24 1 9 2 JUNE ( 9 r v+ f ST. • W A�NU'� � w9< M _ , a S. F ��p ��pp �" • � s 2nn 2if0 220 7-rii' r o ./ � 8:! 81 Ell '!6�• 76 74 `7 i 71 7a l I ' 10000 10000 10100 10160 . 10000 �• ,•'.j'. 1a�00 , T g v SW. FONNER DEVELOPMENT d '__._ f. •. �--- ,; � `S � - ,, SITE a*< z 10 / MORaEN NB9.53'\Y :ai 11 .60' f(� .� 10 a7 r 10,•00 11500 i. ✓ A 11800 77 "` e � • } ¢� 0260 IrJOOO 7 ._ P 0 cc I ego 0 GAARDE VICINITY MAP M ^ � SCAL E: 111=1 100' A PPROX. 1 10000 i� I 4 1. . 9e 78 10100 IDI K r / . Kb /b W �. d_ 04 �.•. 12 109 ow- 241., �1 2M, - IIC 12600 � _ S - • 200 — to .,ry �6"N1F► so vii 10200 ��, _ �` ° p� 0 8.1 �1 sou / 'J3150r (;UTT ING BULL MOUNTAIN FtD• 0062a 210 °° /"�� a> � ��� ��I- s9 7v ov 230 12750 o ` '� \11200 <nx �i b� ALL SPACES MUST BE ENDORSED t 669.21,d'6 75 IOfl '•\ 32 1\'0 79.96' PRIOR TO APPROVAL THESE PLANS DRAWING INDEX / - PUBLIC WORKS DEPT. BY. ATE_---l-'s-� .—__ 1. STREET F. STORM DRAINAGE 220 f If!100 .c �- 10500 � • 31 - - ...._ ----'-.---_ 9� o ws PLANN1,NG DEPT. BY— DATE GENESIS 3+20.35 TD 11+08.69 �% 94 676 r ' ��7 Dov' BUILDING DEPT. BY---- 10 _ DATC� ------ - 2. STREET b STORM DRAINAGE COUNTY EALT14 DEPT. F5•'___—._.._ . _ DATE...._— �' __ I AMBIANCE CUL-DE-SAC ,�\ Iop� '� �y � •I '• _ __ CITY ADMINISTRATOR BY___._ � �� DATE ,. I QUELL CUL-DE-SAC 10660 \ 62 ,_-.— I S _ �.1I- — 3. STREET s STORM DRAINAGE 1dO0 I U00 g �♦ T16ARD WATER DIST. E3Y__ DATE r fn / + 6 ♦ s ,� ' GENERAL TELEPHONE BY DATE�__�Q' _ NOVARE CUL-DE-SAC I ' rxoo 1 ��� BY — _. DATE-24L-18.4_ M ♦ v I ' ' N. W. NA i URAL AS BY_W___ —,._ DATE ~ ._ 4• ISLAND DETAILS m F G `- a"-799 AMBIANCE CUL-DE-SAC 'i P. G. E. BY___— __ DATE._ q_ - QUELL CUL-DE-SAC 46 10575 $ •` . M 'r` - I 1 12 T. R. F. D. sYr. UATC ' 12660 + 5. ISLAND DE NOVARE CULTA I -DE-SAC 200.% ' .� ♦ i 0000 036 O b GENESIS STREET 2w 11260 -s i NOTICE TO EXCA`✓ATORS 6. SANITARY 0700 9 ?4 12000 ...�,. 1 �• fP 270 It is your responsibility, as part of this permit, to notify all utility GENESIS STREET �� ��p 0 l operators of the extent of this work PRIOR TO STARTING THE mosso JOB. (24 hours if possible.) 7. SANITARY ,•I �� I 26 UTILITIES TEL _. NO. AMBIANCE CUL-DE-SAC f h /,y L 1 k WATER -Tigard Water Dist. `10000 69.1554 QUELL CUL-DE-SAC 250 yt 4f IL� is? Metzger Water Dist. 245-3331 116CKJ .•_..•,�„• d. SANITARY 5 - CAS - Northwest Natural Gas Co. 226.4211 X•212 �S , EN 8t s� 2800 "�� _y _ TELEPI'ONE - Genr.ral Telephone Co. 639.100= NOVARE CUL-DE-SAC � , r• 14 0, _- U R ;yI .00 Pic. N.W. Dell Tele. Co. 2383393 9. SANITARY r w ELECTRIC -Portland General Ele . Co. 643 5� �4 NOVARE CUL-DE-SAC f �7a y _� i! Q I u 0600 Issued by: J.- nt Ile M City Tigard000 J 40 f l fir, �� �io'rap ,,�> �� ny �Cisoo � �•, �_ �� 1 \ � \', 120 ,2 ... 1` 7 'r •e 10225 �0 QL Io46o � by :� 260 ' ' Pt �� J I 1 10600 riood ..1` ALL WORK TO Y C � TY .10426 r 1. M S _� T � G`� ARD AND UN0FEEDD i Iooso � 'y g �1 I02600 F IEW 9 1Q `5 �' Oslo as so seo 270. - A 5 N '9:::" TO N Cho TY STANDA�_ nC� M (� S I I 1 I I I� 1 ► I ;� I 111 , 1 � • '1.•r. 7 4'e. Co I V. V Aj 0 � , ,, - � �� �,..�E,,1, ��y,~� r ��.. . , , C •�.�� - `w�ti - wok- .��,) ,r.w.�...,w.raMM ,n. w.,yNl.rnrwwlRl•I y1Vy,' 1''.s..+.... .. .......,..».w...--•aw:r w•,-.aawr•y..asv.w at.^... •.•^sa w-... f� �.� + �? tt 0. .s 1 N �"`��f r'h� ,O '�� .S a1�.��4/"�'{ • ,t t - � _ ._.___• rllr�'1111I1 ('''I'''�'I'�Ii��'�1,1+ I'�111�1•I'Ij I1�1 rl�t ( �111�1 ill 11 III 1�1�111�111�f�II111I1�11111�1111111IIIIlII111111111I1Ii�ll��II,�i11�r11I�IlIIIIIII�I111II+11111 ,...,,.,,,,, •N \ r � - _ __. : -- - , 2 3 4 5 6 7 9 9 10 11 1 2 1 1 NOTE: IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN THIS NOTICrrT`IT IS DUE TO QUALITY OF THE ORIGINAL -• RAW I NG. - - - —. 0£ 62 9Z Lt 9? SZ fra £Z ZZ (Z OZ 61 BI LI 911 SI fll £I ZI 11 01 6 • L 9 S 1r E Z Ime•*• 1►uluulullluUlllnluulunlllullll�lu�llu�n�IIIl�luuhr,Hlnu4m�uuhullNllll11f�1�Nfllitlt+n)►1�11111nINtn���ItnhlttltntMtn�ttHltltt�p►Itw.,�11ii1�111�1�luuIIn1111nIultlll��Ib�u�utll��uulu1�u11�wl�Iullu�IWh��+ •)' ti i UNEI 124 19 GeANIII GENESIS - PHASE IT DRAWN BY Esti 95 9 �'' - - STREET 81 STORM DRAINAGE CHECKED BY k F. L / _ OREGON - --- - a1� - �: E N E S IS ST. DRAWING NO. I y •�l4,VO P. �_ -�"�• - N0. DATE � DESCRIPTION OF REVISION BY Jr E y CJ .'Y v i:�/r� F fl,';�'L5 PROJECT N0. 7r-7 SCALE : VERT. I " = 101 H ORZ . I " = 40' , �E •c - i CL GENESIS - 54°44' 5b" j _ C.B. � , 5+ 'H , r, LT x'4,36 9 I-" 325 �. I .E. 243.5 �4, L: 31D.56' LEGEND T.Gr 247.56 i ISLAND III �^ CURBS COM%"L LTt - \V�/ UNDER PHASE I � CENTERLINE �71�iP - c,ROUND PL PROPERTY LINE O MANHOLE NEW FON I`'LANP, DETAILS Q o g9�gs'gg" I -- — — CURB INSIDE FACE ` MANHOLE EXISTINS PHASESEE DRAWINGS 4,5 R = 135' BEG' + 5+20.3 \ / '� L = 140.66 PT 11,4.4 8" s — SANITARY SEWER NEW cD CLEANJUT NEW BE,Ir C !PEI a PAVEMEIIT� i+0 R — —g' g — SANITARY SEWER EXISTING u CLEANOUT EXISTI` G 5+20. 35 �� 92.19 Qv \,a END PHASE il 1 ` �. 5TeeeTLI4WTS TO Se INSTALLED --•-��- SEWER SERVICE LATERAL ® ® CATCH BASINS '{ 11+08.69 \ \� \ \\ rF.IC tfr%e APPRov�b P.4.E LAYour. (TYF HCTH SIDES �F STREET) � SEWER 'Y' p VALVE BOX i O END CURB a b7' OF " ! � O A.C. PC,VEMENT � iv^ S.D. �o• % \ --e" w — WATER NEW --Q-- REDUCER 122 OF 10" S.D: \ 4`.� = 0.0529 / i9 ' \ �� �y —e" w — WATER EXISTING ---3 CAP . \ _ a /S = 0.0494 `�� b �� � Y \ ` ` SLOPE EASEMENTS // �` \ �, \ �� 6+93.15 / / C.B. '2�f �� WATER SERVICE -"Da- GATE VALVE 9•175 LT 16 j k TEE \` �\ I.E. 206.00 �y, i / �� �� --12" so— STORM DRAIN NEW T.G. 209,6 '� �� \ — — 12" 50— STORM DRAIN OLD CROSS 1 C B N 664 INSTALL 17' OF !2" S.D. �, , �' `_ c 6.51.37 RT 9 .9 \ 3 o Co S= 0 0593 FT, FT — Gas GAS 90 BEND ^„ POWER— UNDERGROUND POWER )�-- FIRE HYDRANT I .E. 237.50 O % > m �, T.G. 24 1 .95 '\� 4�3> 6 �F SLOPE EASEMENTS TRANSFORMER / 0 RANS ORMER THRUST BLOCK PHONE OR POWER01 POLE TREE OR BUSH a"ss ♦ BICYCLE WHEELCHAIR RAMP pn 1\4r M d 7 �SFF �lr, Bl l ' PHASE I I �� i 1 ^` 1� C.B` 5BT - ---_.-...__ _. ---f- J 1 -- 84-25 RT Ir; _ - o + ', CAUTION EXISTING I.E. 225.50 / - --Z - - - -- .\ TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION w LL) - � T.G. 229.03 �-^-- _ � \ '�` Q w N 35° 2a'24" E I tti O+B3 25 LT 13 �`� DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY w -j 134.82 I.E. 2:1.50 STREET EXCAVATION OR UTILITY TRENCHING. WHERE w INSTALL 20' � I ' T.G. 215.55 \` �� `� CONFLICTS EXIST CONTACT DEVCO ENGINEERING U-) `� N ^ a / OF 12" S.D. �• .�� (757-8991 ) BEFORE PROCEEDING. rnZ No r+ioul S= 0.1006FT/FT i� M 4 . o ~ �I� +'c Os 5 \INSTALL 33' OF 10" SL'+ + w u3,o N >o o N ` S @ S= 0.1491 FT/FT OQP m .... ..... _.. 0 OI O O 9EE + + r to DRAWING 3 E N . + In k ISLAND I II a 119' V.C. I -- - V.0 - - — loo - �:771 _.. ... .. ... .,. ... S . o50 ... ............... ....... ..... .......... ..................._......... ........................ ....... _. tn 03 g0 �/Fr^ - - 150`, �.C. ` EXISTING GROUND @: r p �m Ln ISLAND \D � 150 C. • S: ~: m • (�06 - I N 1 Ln 00 - F I N i SH STREETr- S =G.Oj � c`vv Lu rna F-1C.0 LL a0 a.a r; U • 230 INST N o �. ..�... . . q S� rn o w : : : . •Og O� �� 1 f OO F'��T 2 S•0, � : : � - Go In o rn IN o + 220 f N co o ...................................:......:................._..,...,.......:..;...;.... .:...... ..:..;............................_. .. ...... ...... ...... _... ............ .. .. c 0 . o ,_, m.. .. 1 00 CL N OW . . . . . . co s TSF o j - tn ,O N �Tq� w j� t . . . . . . . . . . . . . . . . . ( _ I . . . . . . . . . . . . . . . . . . r i Q + ow rn S\ 013l`�S' 1 : E : : . . : : : : : f : : . . . . . . . - + N 00 . . . . . . I 2 0 3. 3 _............................... . _..........-............ ..,........ . .......... . . ...,.... N l... Q] _ . . . 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DRAWING IS LESS CLEAR THAN THIS NOT ICGT"1T IS DILE TO 1 THE QUALITY OF THE ORIGINAL ."15RAWING. - -_-.. - ----- -- -- - - OE 6z 9z Lz 9z sz vz Ca 22 la 08 61 of t1 91 sl til el al II of d 9 L 9 S ► E z00 M1 •,,�''�- ��n�tlnlunluuluuluui►y�{�nlut1�,111�111111iifIt111INgi1tNI1�w1�«�I,NIINi+1111+�+trt�IM�►tt�mtltlsllnnllmlN�t1��111tu+�It�l+trl�tlifluulffHhn+�Hlnt�NlilM�lI1�M�unlunlnnlmllliltl lMuulllulll�I�W111nt JUNE 24 19 ; 2 . GENESIS - PHASE IL DRAWN BY s c+tovE �,o O I N 14[Z �r _- -STREET E1 STORM DRAINAGE CHECKED BY H.PL REGO - - - AMBIANCE & Q U E L L E DRAWING N0. =o+ P. \ \ PROJECT N0. 76 -7 N0. DATE DESCRIPTION OF REVISION SCALE : VERT. I - 10 DRAINA,;E -✓, `I EASE HENT \ H O R Z . I " — 4I • I \ � 11 I _ __ 3TRE'fT `1 R : 200'' _ _ _ �O � 1 \ \ V � � � EXISTING � G = 130 3,7'54" 10 ��� \ \ HDU SE ' ARC a .58 r �\ — P`, \ oo _ LINEAL FOR ISL ND -�_� ��� �,°Zq 11 OPEN X�/ * • DETAIL SEE' \ ' �' 1 SPACE DWG 4 1 \ Q d r�1�/1 B 1=�lel -- / 1 _ , o - -- �� 1 LEGEND ui i L--- - - -- - - __ _ - - E 1u P SLOPE EASEMENTS r� r �� ��_ p/L m \ W � FOR ISLAND D T�L / LLl �, / d -�+>. \0 - SEE DW3 4 _. - CENTERLINE - GROUND 1 .2 ( � ---- - �•�..-- �- -- _ � 1 �• l� MANHOLE NEW a 1 / PL PROPERTY LINE 3 01 / / / — — -- — — CURB INSIDE FACE \3; P'ANHOL_E EXISTING S 'REE7 ( \ / R = 363.50' I 11> �—�/ e" s — SANITARY SEWER NEW C� CLEANOUT NEW a = 100 59,12" 1 I \ 11� A = 186.80' ttl � —8 s — SANITARY SEWER EXISTING v CLEANOUT EXISTING j ttl \ II SEWER SERVICE LATERAL ® ® CATCH BASINS 11 �. 1 SEWER Y' p VALVE 61X I i 6" IN — WATER NE'. -�-L�- REDUCER i —6" W — WATER EXISTING ---3 CAP 0--- WATER SERVICE —"Da-- GATE VALVE CAUTION 12" SO— STORM DRAIN NEW TEE TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION — —12" SD— STORM DRAIN OLD - — CROSS ---__ DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY _ STREET EXCAVATION OR UTILITY TRENCHING. WHERE GAS --- GAS �- 90° BEND CON^rLICT=� EXIST CONTACT DEVCO ENGINEERING POWER— UNDERGROUND POWER )� FIRE HYDRANT 1757-8951 ) BEFORE PROCEEDING. Q TRANSFORMER �— THRUST BLOCK -0- PHONE OR POWER POLE 1 TREE OR BUSH O cj ... . ........ . . . ..... .............. ............ ... ... ..................... ' P U ••+LA.w. 1` M n OD M tD U O 1 N - ..... N U N .... .... .. ... ... Z50 _. ....... .._ ..... . . . ......... .. .. _. ... ... .. ... .. S■O.C294�T)1AT r R/W + N r ri N TI GROUND 1 _........ ..... ..... 4 _.- LEXIS NG @ .... : ISI � . . . . . . o . . . , 4 i \\ ui ISLAND 58' . GENESIS . . . . . . . . . . . FINISH . . : XISTING GR U D� Y 0 N I ..... _.. .. ... .. ....._... ............. .. ... L: �. .... ., - ... .. ..... .... .. ................................... . . . p .. ... ... .... .. .._ .. .. .... ....... _\ tt r PROFILE \ . . . . . . . . . . . . ^` O a� CL`r . . . . . . . . . . : • /'fir \ \ . - 2 0.030() -FINISH STREET fC. : : . . . . . ?0 .. ......... .. `..�.. . .... . 40 . . . . . . , . , . . . . . . . . , . . . . . . . . . , . . , . . . . , . . . , . =�•� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . ."'�. . . . . . . . ."240. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ P/L y, . . . . . . . . . . . . . . a' 1 . . . . . . . Z 2 0 ,,• ...... .............. ..... . ,� I. _. ........ ........... ., .... ..... .... . . .... _ .... 23 �0 O. REGRADE . . a" 9a ... ....._.... ... _............... ... .......•..••................ .•.................., .,.......... . p _... ....... ..... ....., ......... ....... .. 200 .. . . . . .... .. .. .. .......... ...... .. ..... 1 O U_ _ 10 U W i 1 CLASS 'D o w ; ; ! f - - t 8A(,KFILL✓_ CLAC,S 'C' BACKFILL G+G O 1+00 2 +O U 3+00 5 el O tG(, :...., I�00 ...........: CS........ ... :...... ..... .. .... 340 ....... ......,.:...;.....•........ ....,. .... ..... ..,... g!Q y� HERCULENE'IIA1K•AAl a••n+•� L= CRYSTALENE"II TIMING?APIA IIAIIII 10A000 001 'A11100 00 1 10 NJ Ile ... ,•�' i r .�,` .- w1�Iri.. . - - ----� � 1 1!) 1 ( 111 (�f11111 f�l'>l�i ��I� !1'r 1�1 Ijl<1111i �t1 �1 rl`I�I�rlr� 1t�1�1� 1�1�11111�IIrill Ill ll�t1lll�r�lir�i'I�11111'llllllli1111111�1i1�t111/111111IIIII111�11111,)1�111 �Ii�..,�.,......�.,..,.«.,.�..,..d►.,,.. ...„.•...,�. � 1 1 4 5 6 7 8 A 10 ! I 12 NOTE: IF THIS MICROFILMED ' DRAWING IS LESS CLEAR THAN THIS NOTIQWIT IS DUE TO �. "PC QUALITY OF THE ORIGINAL _ /f ,,. .•� ."'DRAWING. 0E dZ QZ LZ 9? St 11t !Z ZZ 12 OZ dl 91 LI 91 si 1�1 rcI al 11 01 • 9 L 9 f. 1r • C. Z 1"""" . -. ��� ItNglllbullunluulnui111�r!uI111�JIn�Ifltltg1�t11�N�111NII1M11M1111ric!�ill��lr,>«II�n�4ftttln!Ilnnhull I�I1f�Ir1�I+tlnrgmroUlmNrlN � nuiunlllulllll�llll�)1111Y91swuU�Wliull�llUlHU�lUM11u�IIN � --�^ JUNE 94 19 92 E �' —�-- ._._.- , -•-�,.•.- .. ..�,,,.. �.._...... - .,.... - .1- • } _.._._ __ .. _ .. soft— ,5 oft . ._. . DRAWN BY S GROVE HORS • `''��, GENESIS - PHASE ZI • SCALE III = 201 �1T �� � - II = 1 01 VER 1 . �'I .s17� ", 1 t -_((,, f STREET CHECKED BY WR L Av,q!�-, .. - I , 1 . � ,.`'1 , /I I / ••.•-- NOVA R E DRAWING NO. 3 or 9 I 1 NO. DATE DESCRIPTION OF REVISION eY ��YC� EiYG/NF�.7,��1 PROJECT NO. 76-7 1 --�z / I I / SEE DRAWING 9 -- -- - --_ _ - - -` I FOR . -- - -- __ SANITARY SEWER 1 9 STORM DRAIN o -_ - P/LLEGEND _ h` / o' -' - CENTERLINE ,�, �- GROUND ��� '' I / 11- � .�'' ��- ~ PL PROPERTY LINE 3 i� _ _ _ ---_. _ MANHOLE NEW CURB INSIDE FACE ;3; MANHOLE EXISTING /� 0 ----- _-_ `_ I �" .o 1 \ a" s - SANITARY SEWER NEW cU CLEANOUT NEW � -^ \ -e" s -- SANIT;..y SEWER EXISTING u CLEANOUT EXISTING /� � o- ._ -/ \ 1.\ �{- SEWER SERVICE LATERAL ® 0 CATCH BASINS / ,r Q " / E RIGH ----- ti `\ / / /l � �__ _�_ �' \ � ✓ \\\ �� W - WATER SEWER 'Y' - G VALVE BOX y % WATER HEW �{�J-- REDUCER i 'p � : `_ �' �j•6 /' _� \� '- --a.. W MATER EXISTING -----3 CAP - \ I } ]Q �` \� 31ot `\ "" WATER SERVI"E �Q--- GATE VALVE o __ '� _ R 1 \ N / ✓S 1-� - '--� E -__ \ '; I?" so- STORM DRAIN NEW -k TEE / / �� ✓o _ -__--_ - _ _,- _� ----_ _"� \ 1 FOR ISLAND 11 - '- '--IZ" so- STORM DRAIN 0'.D -- -- CROSS yam-!_ _- .� DETAILS SEE • R. 11 \ � ` - , ak ✓� ,/ �� '- , -�1 _ d DWG 5 291 i ass GAS `- 900 KENO � • t4*11 ,� ' -- �-" S.2"04 03 1t 1. 11 4 x/49• POWER UNDERGROUND POWER *--- FIRE HYDRANT . �� \�% 1) .T ry _�' = co - � p _ R. 1 Q TRANSFORMER Jr"'� a - _ ._-` ` f , THRUST BLOCK \ ` / ✓��m Q/o _ `` �` .d / j A• PHONE OR POWER POLE > TREE OR BURH .1, .D ti o_ 0 h \ 0+*"*� 00 �i�,�,�%\ �o ELSEMENTS/ .7\VA 4z (IV OPE `` `` \ CZ) �/ � G '�1 � �CLP-Yf DAT l� � 200 R. R = 185 �• \ / , ,'� I \ 1 �,RIGHT CURVES • C �, R = 200' A = 4703 10 ti � �' A = 38'-'33' 10" IZRC - 151.93 �\ ;SRC = 134.57 \ \ / �' \ 'hxq�` A�j ✓ CAUTION � xn TREES ARE AN ESSENTIAL•EL.EMEN T OF THI SUBDIVISION v w - _ _-_-___-_-_ DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY `, . STREET EXCAVATION OR UTILITY TRENCIiING. *1ERE GUNFT_ICTS EXIST CONTACT DEVCO ENGINF\RING 757- 9 - .............................................................................._....................... ......................................................... .....................................................................,........................................................................,.......................................«..............................•1111.... ( 8 91 ) BCF... PROCEEDING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..i.. ..««». 111 1................................ , ................................. ......1.......................... .,............................... ................................. ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..€.. • ................................ ................................. ......................•.......... ................................. .................................«�................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . 1 . 1 . 1 ' ;.. . : € _ ? 1 . . . . . . . . . . 1 t . . . . . . . . . . . . . . . . . . . . . . . . . . I . I : . . . . . . . . . . . . . . . . . . . . 1 . € . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . 1 . . . . . .. . . . . 1 . . . 1 . . . € I . . . . . . . . . . . . . . . . . . 1 . . . . . 1 . . . . . . . . € . . • . . . . . 1 € . . . . . . . . i . . . . . . . . . . . . . . . . € . . . . . i . . . . . . I I ? i € . . . I . . . . . . . . . . ? € . . . . . . . . . . . . € . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . _ : • .....1.............................1........ ................ 1111.,........ l 11.n..................................?............................ 100 V:C. . . . . . . . . . . . . . . «.................• ...................................._................................... ................................. ................................. ................................. ................................... i s . . . . . . . . . . . . ... €.. .:.................. .. 1....................I................................................................«..................................................I..............................I........,..............1....................».i........................... . . . . . . . . . : € 1111 . € '. . . . . . . .. I . . . . . . . € 1111 . . . . . . . . . ? . . .. . . . . . . . . . . . . . . ' . . . . . . . . .1€ 1111 . : : : : . . . . . . . . I . . . . : : . . . . . . . . . : : : : : : : : . . . . . . . . . : : : : : : : : ? : : : : : 1111 € I . . . . . I _ ? I : . . . . . . . . . . . . . . . . . . . . . . . I . : : : : : : : : : : : ' : r. . . . . . € € € 1111 . " : : : : : : : : : : : : : : : : I . . . . . . . . . . € . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . € . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . i I ? 1111 . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . € 111 . . . . 1 . _ . . . . . . . . . . . . . . . . . . . ,�: : : : : . € . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . I . . .+. - ? . . . . . : : : : : : : : : _ : 111 : : 1 . : .............................................................. . . . . . . . . . . . . . . . . . . . .K .+ . . . . . . . . . _ . . . . . .=D. - , . . . . . . . 4�. . . . . . . . . ? € f , _..............................•... a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . € . . 1111 . . I... I... _.................................... ....................... . . . . . . . . . i € _.. _11,11................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... _......................................<......................................_....... ....................._...._............................................................... SO rF. • 4 € . . . . . . . . . «, I . . . . . . . . . . . . . . . ' . . 1111 . . . . . . . . . . . . . . . . . . J-. F-1 . . . . . . . . . . . . . . . ':f I ._ ..................................11....1...1.................... _1........................ ...........................«..« . . . . . . . . . . . . . . 1 . . . . . . . . ..�,... ................................. ................................. ................................. ..................... .. . . . . . . . . . . . . . . . . . . .�. ;•yam{• .Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . %' . . . . . . . .••_' ..`. ..,240-' .... .... ..............1111........ ..1....1.......................11..1.-.1.11...1•.............. . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . V M .,�, . . . . . . . . . . •( Mr1 i� '� , . ...I... €'. . . . . . . . . . . � . . . . . . . . SONC: . . . . . . . - .: a � ' o . . . , . . . . M : . . . . . . , . 1 € . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . �- :� I . . . . . . . . . . « . ' u . . . © i . . . . .l? a�D ~ '�" : € : II� 4y : .. :U l�. ? . . . . . • !� : : : : : • a I • ? i € . . . . . i �'• ,� . . . . U. o-. .RI N . . . . a w 0. ��. N J M_ ' I . . . . . . . . . . I . . . . . . . . . ter` >. `� ? _ . . . . . . . . . . . . . I . . . . . '+ . . . . . . . . r. . . . . , � 1z • 1111 . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... .. N . . . . . 2f 2 30 .. .................................. ......................................_........................................................_....1.1............1........1...... ? t lPll$H . $rtRE:E:I: ItIGNt . . . . . . . . . .� . . . : . . 1 1 1 1 . 's . . . . . . . . . ?... ..........: ....:.......................................:............................ . . ......... ............ ... .(1:.. 111:1.. € � i p O. i.................... .............................. 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O �+� ODI - .,�. . . .. - N € : V U' i ✓� . . . . . . . . . . . . o `�' .N -,, : : : : EX i S i I NG GROUPD I,, ;�. �' . . . . . . . . . € . . . . . . . . . € . . . . : : : . : : : I : : : : : : : : : : : : o ci - . . . . . . . . 1 . _ S -. o' m Z > ,1111 . . . . 1f) . . 1 . . 1 . . . . 1 . . . . . . 1 . . . 1 . . . 1 € . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . `- € 1111 , . � . . Y 1 . ,F€ s . . . .. . . �09 �r RICHT• U .NI .... W ... . . . . . . . . ON . . . . . . I . . . . . . i . . 1 . . . . . . . .. . . . . . . .. . . . . . .. � € .:: I \. • . 1 1 .0 ,p. U. r .�. m. . . . . ? { U .�. N - , - - : : : : : FINISH STREETS . . . .°�,° 4 M► ,� ! I : m f l 1 . U . ........ _................................ € . . . 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I . . . . . 1 1 . 1 : : : : : : : : : : : : € . . . . . . . . . - . . . . . . . . . . . : 1111 . . . ,i N �. € . . . . . 5� . �, � �j I . . . . . . . . . ! . . . . . . . . . I . . . . . . . . . . . . . . . . . . . I . . . 1 . ? i f--- - --- - _ .? M i 1 t . . . . . . 0 . . . . . . . . . .• $ : . . . F I j . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � { a . . . I . . . . . . . . ,..; y . . . .* . . . . . . . . . 1 . . . . . . . . . . . . . . . . : : : : ? i. . . • . . . . . . . . . . . . . . . . . . I . . . . . . . . W . . . . . . 1 . . . . . . . . . . . . . . . . . . . 11 . . . . . . . . i . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . , 1 -......... _................................... i . . . . . . . . . . . . . . . O .• . . . . . . . . . . . . . . , . . N . . . . . . . . . . . « . . . . . . . . . . . . I M € • . . . . . . € . . . . . . . . . ? . 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M -- GENESIS - PHASE U DRAWN BY S GROVE SCALE : I " = 51_0CHECKED BY k 11 - - ISLAND DETAILS r AMBIANCE & QUELLEDRAWING NO. a of N0. DATE DESCRIPTION OF REVISION pY DI V CrJ -fivfT,I Nf _L �. , /�/> PROJECT NO. 76 -7 DEPRESSED CURB 3000 PSI CONCRETE l " CLASS 'C' ASPHALTIC LJ 6" / iuj I 2" -- 3/4"-0 CRUSHED ROCK/GRA`/EL o I A.C. I '611 -. 2"-0 CRU%EU i• . ,L { ROCK/GRAVEL CURB FACE 1 "-SAND (TYP I CAL.) DETA I L "A11 _ 31 Ln o MEANDERING SIDEWALK n 5' NOMINAL WIDTH EXACT / W LOCATION TO BE STAKED DEPRESSED CURB z IN FIELD _ SEE DETAIL 'A' CONCRETE PARKING STALLS (TYPICAL) (' 20' ' DOUGLAS FIR I '�LOpE AS S rAI KE _Pet-D ENGINEEk / (ryP I \� CJNCRETE PARKING \ \ PARI.ING STALLS OC STALLS :TYPICAL) \ C _ SOLID /LINES TO BE PAINTED ON SLOPE - - \ 2 + 35 1N1Pq VEMI=NT (TYPICAL WHERE SHOWN) 2+ S92.87 \ \ 18' ' DOUGLAS FIR \ / \, � / , ' • , SLOP[ AS STAKEC BY \ FIE-LD ENGINEER 18" DOUGLAS FIR '4EANDERTNG SIDEWALK \ 5' NOMINAL. WIDTH EXACT LOCATION TO BE \ ' STAKED IN FIELD \ CONTRACTION \ 1 \ > JOINTS 1 DEPRESSED CURB �\ -SEE DETAIL 'A' � 9 011 } CURB FACE (TYPICAL) ��— A T ON \ TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVIST5N 1 DESIGN. ROOTS SHALT_ NOT BE EXPOSED OR DAMAGED BY STREET EXCAVATION OK' UTILITY TRENCHING. WHEFE ' • CONFLICTS EXIST CONT,^.T DEVCO ENGINEERING (757-8991 ) 15F_-FORE PROCE N . r AMBIANCE CU L - DE - SAC QUELLE CUL - DE - SAC WORK WITH P 6 4 WORK WITH DWG 4 c: Fl',I I: '::;1 5 1:1.1' � � • .....�v_ �;wwwsYW/I��IN7^�'p1�I1'�lrl 1 ,.-�.1 i17-71115 I 1 t I I ) I I ;T11171i t y fill'11111 111 11 �I j l�l�i�l 111 I� lel l"'Ir-1 IIT Ij 111 11 111 111 III r� I1�1 111 f11 }11 111 111 111111/111 ;II 11 /11 111 111111 111 1111f1 �•""""" ) r ; �. a •j i 4 5 6 7 Ig 9 10 _ ,r I I 12 NOTE: IF THIS M ICROF I LIAED !'1 OREM DRAWING IS LESS CLEAR THAN IN THIS NO1ICFrr1T IS OW TO Df�. DRAMQIALITY OF Pt OPTGINAL � _ _. _ - c, ...' . ...ING. " --- _ dt ez I-V _a ft Ez - �tx It �ot� Af ®1 Li 31 %1 f►I fl ZI 11 u d i 1 �1 sf.-;�.-1'►-•--1-•--Ic- '`"� "" ""'" �h11U11�111111111�11111111111111� 1�1111t11litllif{'It1111igItlNtll I�-Ij t�}t1f�f11111111I1 lit 1111,IIIllllll�llliilli��luw�.u1>l1111�111lt111�11�1�11H Z JEUNE / 24 1 92" , t71111,lit - GENESIS - P H A S E II DRAWN BY -- ISLAND DETAILS CHECKED BY R L - -- _ NOVA R ;_ - GENESIS 33T. -- -------z____-- DRAWING NO 5 of ) _p/c- PROJECT NO. 76-7 NO. DATE DESCRIPTION OF REVISION BY SCALE : I " = 5!-0" CURB FACE ;TYPICAL) f f wl 1 O+ N N % N N O CURB FACE _ - /'�r ' Z (TYPICAL.) � DEPRESSED CURB \ SEE DETAIL 'A' a 16' ' CEDAR / \ \ 10" DOUGLAS FIR l 14" CEDAR SLOPE _ '•' AS S TA K E C BY CdNCRE�I'E PARKING fFiELL ENGINEER STALLS ATYPICAL/ 12" DOUGLAS FIR _ _ 4t 00.96 COMPACTION \ 0 24" DOUGLAS FIR, JOINTS \ (TYPICAL) \ \ 30" DOUGLAS FIR CURB FACE c, (TYPICAL) GENESIS STREET a QUELLE 0\� \ 20" DOUGLAS FIR WORK WITH DWG DEPRESSED CURB 3000 PSI CONCRETE CLASS 'C' ASPHALTIC 6" / 2 ?_" - 3/4"-0 CRUSHED • t- + ROCK/GRAVEL r • -------1. I -A.c. -SILI _ �6"-2"-0 CRUSHED ROCK/GRAVEL _ N OVA R E CUL - DE - SAC 1 "-SAND DETAI L IIA WORK WITH DWG 3 r;►.rlr. : :r. �I ' r NDTE: IF THIS MICROFILMED �•�'+���+ ( 23 4 5 8 8 ® 10 11 12 _ 1 DRAWING IS LESS CLEAR THAN n A' THIS NOT I(Ir r-IT IS OW TO P* QUALITY OF THE ORIGINAL Ao WING. - - ----- -- of oa 9a La 9a sa fa Ea Za la 02 dI 61 LI a+ sl fl EI al II 01 i 9 L 9 s r a a Iii" V -' �,,�'"""� �nIl�nllnnluuluulu��lFkd��ult���nlunlnr�►�nl„uh�l„I „� . Innlrrnl�r� 91� �Irlll�nllrlulnulmll�� u�wLtu�luub�ulwp�h 24m-, 1992 f. �, ..rw.•-� _. _ ._.. __.... _.-, --w..►.....f.-�,.r�P'r-- ,. ��..r.�r.����r...._.�w.«._.�— .n... f.; ...++�w��•.-�.a.._.. ...�r'!'�' '�"�,. _ � -..,,, ,.r T. bl. !s . —,.... GENESIS - PHASE U DRAWN BY S GROVE \ - --- - SANITARY SEWER CHECKED BY R P L 4p r 1 GENESIS ST. - 3 DRAWING N0. b of 9•,� 1 /J E VCrJ F'l�/�/i�/F�.�t/;Y�, 1��/r PROJECT N0. 76-7 N0. DATE Df_SCRIPTION OF REVISION 8Y LEGEND CENTERLINE GROUND 111 �,� ' HORZ. PL PROPERTY LINE O MANHOLE NEW SCALE : _ -- - - - --. 10 VE RT. CURB INSIDE FACE MANHOLE EXISTING S — SANITARY SEWER NEW cO CLEANC•• NEW --e" s — SANITARY SEWER EXISTING C CLEANOUT EXISTING \ \ 1 I I L -14 SEWER SERVICE LATERAL ® ® CATCH BASINS I < SEWER 'Y' 0 VALVE BOX // �% I / s" W WATER NEW —{�- REDUCER • ` \ ' .la.,�' % I —a" W WATER EXISTING —� CAP —�^ WATER SERVICE --�-- GATE VALVE I \ 12" so STORM DRAIN NEW TEE so-- STORM DRAIN OLD CROSS GAS --- GAS o 90 BEND --POWER — UNDERGROUND POWER -- FIRE HYDRANT TRANSFORMER\. D THRUST BLOCK \\ `s, / \ $ PHONE OR POWER POLE _REE OR BUSH � G4 \ b `\ ,u / / 1j ar , / �a 1 m rµ to, � OI '- '� j i,✓ �� —�� 9e B T O _ _ CIO _,•I 35°2412 E Gz -/ {A*11 K0. 'lam Z�C-y►���� ��Vt�.C, �z�11. / ,o N .,s 140.3 / a .� _ / �� .` �__ coo _ _.-__ P(`` �'f.PI►�K .��0A C.arwQV,v c, /,).SA / �.69 /EL EAR I . 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PROJECT NO. 76-7 I EASEMENT \ pI�- N0. DATE [DESCRIPTION OF REVISION BY DF"V C� E iY G/A/ r,R,/iYC, jjvc- r I � � k \\ (p -----_�- --�2,�� � I/ I/,-,\11 � I \ . . I ` \ �\1\\ SO°17�42� I \ , 50.48 �. I `� .�I c? � 9 s � A3 .�o ',O�i' p 11rE � � I / I W. ' t--Z 01 �o M�0' S � `V 9 \� //'� S \ I \ C N3`' _ _ s \\ �� E TAP INTO EXISTINK� M.N. I \ `_ / 1 /� / _ f '" ��` � a2 531 18'i' I � I / / . I ` V I c 58. // r'� - \-V -- r�iYI B 1 A ISI c- 1_ � /l t� o �— �) _ —+ -- Ax Axl % :o Lj E L.L EPE ;-` ( � 10, f f �\ t - - --16- - - - - - -- -• 20.00 `d I \ + —� .G i 6 ----. 42' 10 \ I- // I . ti. 1 \ L f� LL1 \ li 10' II l 40 r OF 6'r I tl- 0 D c - S I I to I @ ` 0.01 I FT/F•F ttl I ( I I S.S. EASEMENT�- . `�\ - I I ) J / 0 I 9 I ` I / CM10N iVl\ TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGED BY STREET EXCAVATION OR UTILITY TRENCHING. 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DATE Ur:SCFiIPIION OF REVISION 1 ' O O LEGEND 1�. ��N,�►/ CENT, (LINE G .uN1; 77 -IJIr- '- A^ PL OROPERTY LINE O MANHOLE NEW CIA / — CURB INSIDE MANHOLE Exl � -�� % / '— — -- — FACE (O W z --e" S — SANITARY SEWER NEWcO CLEANOUT NEW - --6" S — SANITARY SEWER EXISTING CLEANOUT EXi�ri, r SEWER SERVICE LATERAL ® ® CATCH BASINS SEWER Y O VALVE BOM' 6'. W WATER NEW —�`v — REDUCER —6" W — WATER EXISTING CAP WATER SERVICE — -- GATE VALVE 12" So-- STORM DRAIN NEW TEE —•12 so— STORM DRAIN OLD — — CROSS \ f GAS GAS FOR ISLAND DETAILS � 900 BEND I I SEE DRAWING 5 —POWER —_ Nj UNDERGROUND POWER c / _ �-- — FIRE HYDRANT SCALE III_ 201 HORZ. Q TRANSFORMER �, �I I � THRUST BLOCK 0 VERT. PHONE OR POWER POLE o 1 > TREE OR BUSH Q) ` 10i \, / CAUTION TREES ARE AN ESSENTIAL ELEMENT OF THIS SUBDIVISION DESIGN. ROOTS SHALL NOT BE EXPOSED OR DAMAGES BY p�C STREET EXCAVATION OR UTILITY TRENCHING. WHERE CONFLICTS EXIST CONTACT DEVCO ENGINEERING (757-8991 ) BEFORE PROCEEDING. . ........ ............. .... ...... : : .. .. .... .:.....:..........:........... ........................... : '• i . . . . . . . . . . . . . . . . . . . . . . . . . . . `v r i . . . . . . . 240 ..... ............. :240 _.......,..................... , .•..,. .... .... ...............•.. ................. _ ....... ...•..... .,.... .. i yi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...f. . i . . . . . . . . . . . . . . . 230 ,, . . . . . . . . .. .................._...........:2..30 .i. . . . . . . . . . . . . . . . . : . . . . . . . ' . . . . . . . . . . . . .i..................................... . . . . . . . . . . . . . . : . . . . . . . : ! . . . : 7 220 " . . . . . . . . . . . . . . . . ... .. ...... ....... .. . �� 220. ...... .... ..... .... . ... . . ._ .. ... ............._........................ ... . ..r.. .. . .. ......... 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T OF BY ; 7gmim!2! •. , Z �,• . �� �� . 1 � � �` r ► � � � - 1 �t 1~ j l � l l l Jill III 1 r r r r r r 1 1 � 1 1 1 s s � ►. �.+..',�_rrt.�`' "�,►•"�"""`�, "� �, ` _ obi i � � ri1 i � � r � r � i { 1 iii ili � i � l II1 � � � � � � III 111 { 11 � 1 � � '�' � ! . > :....� 2 3 4 5 6 7 8 9 10 If 12 _ NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN a THIS NOT ICf;-'IT IS DUE TO • tvUALITY OF THE ORIGINAL . AW I NG. OE 62 82 LZ 92 5Z 02 c2 ZZ 12 02 61 81 L I 91 51 1b 1 E I c, I I I 01 6 8 L 9 S ...�r b1 E - :�+I{�Irsli�,��{����I����{����I����{��i�lsii►{slssllllllslssls��R{��������i�l����l�iir�t�iiliiril�s�rr111s1Irs111ssss�lllllss�s{1lIIlIIs1{�rI1lrlrilcltlltlNlirll111t�IllsrlrnillllllilUlIIILIIIIi��IllllilllNll�r�11111�t1�►rs{�ri��IsssslsrsslllirlllllllUl��Ult11lIIII�J�1IllWll�lUI1111I1!l11leUI1111 - jTTjVV 9A - 1 Q Q 9 , F 't `` (`, may• � I Ell 4 S>�p 11918 CO. ►N61ALL "'ESU }. 11i M! r 6 9 BOX BE_HINT %k8, � , • • � (.-IYI�,IF,+, ..; , L.- Y.T ♦ Y 1. f'Y.. t�4 •• 1 1 I . �n. ~ t' ., � , r. C044STRUMON NOTES: ' INOA[L � D l =?' t ' � iJ,, AIJ�J �• ; �,' �, IM Notify Tigard Water Diatricti prior to commencing construction. ' 2. All work shall be in accordance with A.W.W.A. standards. 3. All work will be inspected and approved by Tigard Water District. 4. Fire hyllrent asmably aonsI of 8" or 6" NJ x 6" Flg tee, 6" Flg gate valve, 6" F''.g x >i: lg spool, and Pacific States fire hydrant, t $fit" MVO, 3-port (2 - 21s" NST hose conn-tions, 1 - 4h" pumper) , 6" 1!lg connections, 14" gent 0pr Nut, open left, color: red, traffic � '' ;• aoiel. S. Pourel o4marete thrustblocks at least 6 square feet of bearing surface at each tee, bend, and blow--off location • • ,;• ,`j,�, • 48 29 ,. 6 ins. o! 3f4" m n s g av l coviw for all a rk t 7. AAA saAitary sewer lines 10' latearslly .tom' 3' verti-celly t of water y lN5?at, 61".) ..: ,�? i I�4t~srt mina shall be eritatrod in qn td '60"_thta*`4164-f c cam:#rig a, re jrossingo are necessary they must be made at approristately ' 90 with at lellrrst 18" separation below water line. 50 S. Mains shall be tested at 150 psi for 1 hour. Static pressure 70 psi. • , `'' 9. 0. S. H. •H. bacteriological tests required. 10 Tigard Water District will install all copper. services prior to T'i P y o- blacktopping of streets. Meters will be installed by the district upon inaiv►idsu►3 req;isst for same. upon completion of i.nstaliat4nn, contractor will advise TKD of total struction cents to which will be added 1.0t for district inspections, I It1E"A r loss, overhead, administrPtion, sampling, etc. , and 8% f,-.r j •ineering, including permit,~, "as built" drawings, intersection , 111 ps, etc. • rw \+�� a' . _ , '; 12. nterial List: i AL, t r 8" D. I. pipe, C:7.ass 52. . . . . . . . . 580 fs:et �. " 770' feet , .a � _,./ 6 D. I. pipe, Cls�ss 52. . . . . . . . . / D. I. pipe, Class 52 . . . . . . . . . 250 feet 8" MJ gats valve. . . . . . . . . . . . 0 . 00 2 ersch ►N: �' t F�`xE M I " MJ ate va1Ve 2 each • o 9 I,r, ,t,• 4" NJ gate valve. . . . ., . . . . . . . . . ' 1 each E` 6" MJ tee. . . . . . . . . . . . . . . . . . 2 each 11r , 8" x 4" , • S, I :. ;;� r', .. NJ tee. . . . . . . . . • . . . . . . . . I sa,:.ix .IT TAL _ f".k'4.1 I ► aMT required 6M, bend. . . . . . . . . required TELf . *43 �c 'Y^ 6" Md x l" IPT p2u4};. . . . . . . . . . . . . 2 each ,rag. . . . . . . . . . . . . l each r F'FVA,5E 8,rt tti �; r r �►� 14�A�Jt i 4" MJ x 2" IPTc�1 Fire kl G s «4y• � . » v• • 3 each ,a U,NtIrM t; t?.l. fo 1I1: "ALL r:H. . I rr► ',, I j 4�r. _„` ,_ -•- 'fin �I� y •,+ ' ' , fir ..,,, � M , "T'• --_._ .... ...,_. ,,,. ,. � ' _ .r... __ .__... ,._.. _.._.....� til AkIE) j � •! ' • ^moi , � ( li�i:b�►•i p ' ' • y� f► ( .TE R 'Box 9� +c Svr rt!►tKt� 1 {5 ''` .,. R'. E-. I ✓� `...y INSTAt.L PO IN W T E RBCe `, .t •` ,�! _,�. {�ypp� x1C, r 'A if 1 w q l' YEMINI; Cl)Rb r pct • ,:/ ' t, h'� , i'QY� ?� - `t"* :� , / Fes`+�� 4�L.� •�A.,t3Y I� �l.l ' 1.��1`rY ' , y �/ 'Ilk Wl •�' YI i-, ,+ F IIr` •,i •1 l"1 �.✓ rxull,�v+►i f i ayte., , 44 • Cit / , ,� ,il., ` '•' '•T`, ',j,j, 1 L �,i�'P , ' ' 1 d►Mer ;. .. '` V1N 41T•Y tiA.AF I ' 'r .:1 . TIGARD WATER DISTOCT KA :"�* 11 �l <' �, » ,. .; ! 8811 S W. COMMERCIAL. 2J ` ` r,' � „•�„ , • • `, L STREET TIGAHU, OREGON 912 TELEPHONU, 1503I 639-1554 5 , I ... .. '''M '�,•,, 1'j ,y_i.�,��j a Y �Y.yA ., V�'1:154�'I ' _• � .. ,�,h j�l i. M.. .,r J•'1'#�II t d. N1+ Is , ' 1 '. , y + 1�1, .p�•„ •* a w s � WATER PROJECT r �• ( [[ r ,., - � '""i') , .�� ,, tJ, ,7 r i, �� '''� h .,:� �•�• Irl , A •.Y; 'i/., .. _' ., _ .. [' E:SIS # �,j�� u } - _ '• ItLcr r;.. �:+ t ' ,~ * :, j�A. fit' h• a� ' r ., ', '.tt 1 IVr �1� I�i. GFN ��... .a..�- \ r..�.. // VV 115TH Av'• QI:. ..._r•''... /'' '} „"- '1.•i.• � i'T, 1 Y ' '• .., ' Y r.. •• r.^1 1. i. ir..`i f•'•� �1 •�, i � t,1,nr, ', Nati 1(i•L'.._^/A«- { �i 1 . N `"y T. ,; A �,,� ,•Iw , r ((4 kI1�g A�f���!►I�Elt `a�l.�ll..i_ • .,.,,,.. ^ M. , t I ,�,� Y ry•. w e 4., ,• •� r . — __ � r,+■rri. i,,..w, y d , « y trr „>ti W•r Robert E. Santee, ►.E. Admini/ttfrtdr i - �IIIII1�'I111II�'�t11II� 1� "�1f�r�illll'li �r �) [IIItII?III ,II+III IIIIIIIIIII)n III IIIr�IIIIrIIIrIIIIIIIIIIIIIIIlIlI11111I1I1I1 tIII�IIIIIlIII1I111I111It1tI111 �r" "t I 2 _ 3 4 5 e „ 7 e 9 io 11 la^ NOTE: IF THIS MICROFILMFD - — ter- +-■-■■■ "� DRAWING IS LESS CLEAR THAN - — ■+► , THIS NOTICE-r'27 IS DUE TO QWL „XR ING. Y OF THE ORIGINAL DE dz 6Z LZ 9z S? 111`2 Ez �c. Ig_�bt AI �81 LI 91 SI 1P EI ZI 11 UI ___b__._ �- 9. 8 r E DRAWING. ' 1y I ,•- ' z row r� J to111l1111111II111I1111II111I1111I11tII111�1111I1111I1111I1111I1iM�NHINNINlIN11�1111I1H1>I11�111111111INNIIIIIIIIIIIIN11N11IIUIIIIN 'il}J1111----IV ".WIIIIIIIIIII Md "MINI II1111IIIIlI1NIIIIIIIIIIIIJIIU�UIUIIIUIIUIIN JUNE 1 992.. polo of ' yy