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ASHFORD OAKS SUBDIVISION I I , VI STA o 1+5CPVA ST = 2+5U P ELEV - 301.2 oi A.D. = 3.70 PVI ELE a 299.20 j A.D. d 1.26 K 27.03 K 79.55 I - ---- _---- I315I ' ---+- --- i i i I _--- 100 Vc —_ too vc - - ------ Q o N - PVI STA = 4+25 Q C� CO PVI I1•,EV = 3.50 A.D.- I ai .. 4 K l3 5 15' 04 ati _ N- . yN� �i 13 C4 0 ; WCD yI 1 = O 1 I I 0+00 -STORM LINE 'A' - N� -I > N / d CONSTR. CONC. HEADWALL 4.,. __ .._ __. . I I PER DETAIL ON DETAIL SHTo PUCE CL 100 RIP RhP 1 1' THICK, 5 VIDE, 20' LONG � ' ?s• - I O TO CHANNEL DRAINAGE TO EX. 0 / 00 DITC!:. _r - _ 0 3 00 O+ TEE� _ _ _ Bc 295lk_ - -- -- _ 1 s PRI' T dsM STM L_I N E 'A' r M ----- I j 0+83 TEEREMOVE k J - - _ CONf11CT1NG TPOR RECONSTRUCT ON UCT I 0 ly I I -� --- -- -_ �� - FIN R 4 C OF EX. AC DRIVEWAY I vI 20� STM ESIANT EX R C NOTIFY OWNER 48 HRS 1 Q I� 5'I -�5• _ _ _-- _-___-- --- ----- - I N of - - I f -- . -t ` -€_X-- -C f t - 2 51 IN ADVANCE OF SCHEDULE. � '' I I__ L.- u � � c' I r- -- E�TRE_-E PIACE l W X 6 c� - __- -- _ c; N . z v STD. TOWNE & COUNTRY w v I I DEEP.14 3J4`-0' ~- v �S f. LIGHT W 19 v 0+00 S.W. LOCUST AVE. _ Cb INLET I ,� FIBERGLASS POLE (TYP.) - _ -- —` � 4T SHOULDER 2+85._ BEGI CUR In N 1" HURIZ. - 50� °% I• ( ) 1 I / 4+17.51 END STREET DA TUM ELE'V N 1+50 S.W. LOCUST ST.Ar �I I �&-GUTTER— h � �, Cb II�Smt1Z`11bT1. - 1 VERT. — 5 ___§5.00j- I65. ;� STD. BARRICADE. uS,�L_ ,285. 00 -- — --- ----- -- -- z � rUTURE a�`k_x o m-113,1106A LLJ 7asr�+LL 2+44.BEGIN_ Nom' ceClr 1 t-7 c - {..• : ...; + ;.. t". r - .1--- ------- --1 _ - _— i I _ � o� s LD �� TAPER - ~—� - : _sem' MAIL BOXS W1 0+ 0 0 1 + 0 0 2+ 00 3+ 00 4+ 00 _ _ _ .' D T- AROUND �.__� ------ -- -- —_ s5.3z I 65.3Z` -� , .22 -� G 0 6+ 00 J ; PEC LSTAL 1+83 EDGE OF EXISTING MODIFY GRAVEL /Vv r ----464 -------- --- PAVET. BEGIN CONSTRUCTION TO MEET Ntlh' :� VEM,vT �o�� ' u� A o �• 11�1�T I N '�-K� ( 9258 ST STA.) . _ - m ev NEW MEET B C NTNG NJ, TAPER SECTION GiiAl tet. •''1 I``NCIl DG 1/V, TO MEET BEGINNING OF CURBS �IcW I I ACE 3 - 4' PVC SCH. 44 LO AS SHOWN. NN LINES INTO BACK OF n, I 1 f N NS AS SHOWN 4� 74- cq Im W _II° N II Z H >> NAT. NAT. BKFL j0 z Z r 295 --- _ _x 9, 15 sq, f 19,300 sq. f 64.13 — 85.32 FIN SURFACE 1V CS - 25.5 LF O 6.43 .- I 2 19,310 sq, f t, f , 155.50 I , L COPY Z 0 / APP D CONSTRUCTION / �q .-. ISSUED E;Y �DA'TE r-Z•¢0 w 1 i of 12' CSP 200.98 LF CNGR 0iMCF!CF f�' DATE r 27 5 0 14.27% _ — _ O'ERAT OFFICE ---n _ OATE 00 DATE '8 '0 S. LJLJ ��c lrC'�,.,�,. ,!FZ 0ATr ��' N l..i 34,250 sq. f t, N�•; NAT p �J - - - - - .� Q IK MEZZ�I*WAT DISt, (1v DATE � P1 1i'-•C , • FIRE OI5T#1 n� pArEBY O�ao—�- � Ll _ [gyp io L �� ----.._ __--------_._---- _ ?6`-r' z UNIF. SEW.AGENCY By _ DATE -, - 01) W C S . HEADWA PFR 00 D AI ONS AIL SHT. d Q W Cl100 RIP R PLACEb Z � ---� \ ' 1' I .K, 5' WIDE, k 20' LONGLj a --_ --138.54 -- _ TO ANNEL_ RUN F IUTQ EX, _ W Lza UJ a, DI .H W H 1 a- a. SHEr`T F) R O.F .]. T 3 R M L I N E PREPARED FOR: IM.00 1" HORIz. 50' MARIJAN BOSNAR 1~ VERT. 5' EUROPEAN CRAFTSMAN ASSOC. A51-il' ORD OAl, I 2058 S.E. SPRUCE AVE � I. OF .2 +•00 1 } 00 2+ 00 235 - 2104 * ' . ,� w ......, I ,, .+r w• ♦. .�,+,,., ...... :wv.. ;1W.;. vSON .,. 'T'_.:".lwv' .fir -�..' - - _ -r .. -. -- —'"rt- ro: •ya. ...— _ ' 46 l�It,� I�t1111��II��F��l��lll+��lll�lll� Ill�rtl'�II�tI��I�tllllfl�flll�Illlll) III�III�IIIIfI�II�IIIIIIIIII1�1�lII�IIIIIIIIIIIIIII�IIllllllllllltllrtl�llllllll�l+l�ll'It��lll ' 'ra ,;,-;k. ,,,. ++ "'""""'" .'', " _ w± -� M NOTE: I F THIS M ICROF I LME D Wim- I -? 3 _.... 1...4- 5 Q 7 8 9 IIO I I 12 DRAWING IS LESS CLEAR THAN I THIS NOT IV&T—IT IS DUE TO ..+wd... RAWING. QWLITY OF THE ORIGINAL 1 0c 62 92 lz 9z Sz tZ EZ ZZ IZ 02 dl Of LI 91 SI t,I EI al II 01 d 9 1 9 S ti E 2 1°1•w' I ' �nlliullunlunlunllnlh�idl'lu�uu,�illtull�ln�lludnul��[Shur,l��hl,,,lh,ull►�111111�1glnlllnitlu�llnnlllulllni,lltllm��11>wtlnlllnlll�nraltlrhitt�tltulul�nulmtltndw�c• fir. uulunlunlun�nuhw�iuluuluu�u��l�uluullut�u�lttn JUNE 24 1992 1/ .. .............. i -e Cps � /mac. , 24U rr21 atilt a-attall Pum t— - 254 2621 ,/^ (' /x, •. 260 � Q rr^^ variable till Z W ___�.� l ✓// �I4 //�/�1 264 stop's MIQhl Top of Fill Slops ---� Too of slope - V _/�/i r shown of prodlnC pion (__. , 27�' - ._— /�t4,�' ,/'e:••270 Pr.l.*tie _ t. LL 4' Typical ~ \ / ' r 50' O► I -—� ."� `��/ __ 274 '"slo :l + ,«••o'r.-' ,_ at . . . . -�•- � '•J O 280 - 1• ', -� .rL n..�28 IF ,.P. K.er 1�• w - _� 1 '' . . f Width r ..J Deptit —�,� +a286X288 // � ��' Nalo- 28> I _ // '// / orh fe snbenchinp ofural slope is not nleeoerarT,eni Is l - �' / // // ' 296 horover fill to not la b• placed on (W1 — r r��— ——�—��r _ ( c_� / ' / crrnpreniblo or uneullable aa.aaaa Ix � awft_`� /� / TYPICAL STF�UCTURAL FILL Lj 300 WOO 00 '304 � z _ r r Ln saaaaame / /1 / // 308u In j Z) Vol 00 z 31 ~- ~\ P Pb_§ CONTOU goo- 0 r - �- �- ♦/ �� EXISTING-P6N -9t 1 /100 - 320/'%, _ --- — ` 1/ �/ - --- — --17 aaI i 00 do 00 lop$100 01000 6,00 a- 1 / / 32B' i > r � z I • < W � 0 z ---, o °° Q v � 0 t N SHEET ASHFORD OAKS OF 2 , ..,.,.,, .. ...�,,. ....»,...�,,..,uM1,........f,...,.. ,n• --•-�,..w'--.t+r""'��_.,. _=-:•=.+ _ _ _ - - .__... _ ,- I ( III I I I { 1 1 1 I Y ( I ( "Il ljl 11 III IIS I I r I I I I I I I I I I I I I I III I i l P l l ill ill �l� 111 , , e. of - r I 1 I I I ( 1 I I t ► IlII I I I I 1 � �► .+. � I' l r I I I Oft I I l l � ti ► i � I 1 i I I I i 1 I 1 t i ; r I ! I I I -�..W=��• �� ._ �, . �� . . ., I { a p i 1 I I I r l I l I I I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICS-t-17 IS DUE TO y QUALITY OF Tit ORIGINAL _ �r - ""DRAWING. OE d2 A2 L2 OZ S2 UZ E2 ZZ IZ OZ 61 91 LI 91 SI lip EI 21 11 0i _ 9 L -- 9 S — Its E Z Imaaw -- ' r,,,.�''"'�- I�IIIuulnnillllll►uilmh�nlullhn�Ialllun�ntl'4nninnbl<►rll>!N1�,�IIa�IIrII►{►►Irk►u{tttrltttiltlIlnrtllrlll►I�ilrlt�nlflrt�ll�lni�in>ihn�hrnhtu�ritdlltt�nellttii�l��ll�lil�tluallllliull{ml�I�tIIIw�1u�Illultul�wli�Il�tlulu►��tllulttl� y JUNE 24 1992 ,...,,, .T._ ._ __. ,.�,-. w • a ..o j N C W m ry CO ty G,ro . ,DQ:�13 a r� w� O—C, o a cn cn 'DQw 3 N � y : a o`2 Ir } v. s CITY OF TIGARD November 6, 1991 OREGON Waverly Construction Company 31.835 SW Country View Lane Wilsonville, Oregon 97070 Re: Ashford Oaks (No.1) Dear Mr. & Mrs Waymire: 'Phis is to acknowledge that effective SeptemLer 30, 1991, the public improvement facilities installed within the subdivision improvement project, commonly known as Ashford Oaks, were fully accepted by the City of Tigard, Oregon, for operation and maintenance by the City. Further:, this is to acknowledge that the City of Tigard, Oregon, has no further interest in, and authorizes release of the project performance and maintenance assurance. Should you have any questions regarding the above project acceptance and assurance release, please contact Mr. John Hagman at 639-4171 . Sincerely, Randall R. Wooley City Engineer itm,.cln.rla 13125 SW Hali Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 — DATE — PRIORITY H WAVERLY .01`iS I' '44 r �.�� E - - 9-27-91 __--- -- ❑URGENT! 0 31835 S.W. Coun Vies .ane "`E"O SOON A8 POSSIBLE M WILSONVILLE, 97070 ❑ NO REPLY NEEDED M SEP 01991 --- _`- —'—`-- ---- ATTENTION _ CITY OF TIGARD - - BUBJEf,T IIJohn Hagman Ashford Oaks T City of Tigard „��gfcx .pak�s-1�5; 2 O P O Box 23397 I) Tigard OR 97223 On Sept. 25, 1990, Ashford Oaks was put on its one year maintenance period. I i believe Chris Davies has confirmed Ly phone the subdivision was acceplahle for M final acceptance, but we hp-,c not received such acceptance. E S On\3y�ly 29th I ask�ri that Ashford Oaks be ir�apected and pbt on maintenance. Chris 5 Davie informed me that within two weeks the Clq wc„ld do a purh list to inform us of any cdY-cections needed-before such approval . Tqt ave heard nothing on this . r SIGNED: Roberta Waymire -- ----.. An---ni 4PI v � REPLY TO „ I R E P L Y SIGNED SENDER: MAIL RECIPIENT WHITE AND PINK SHEETS I is v �► Mut fie,,,e ioP Cl k-s u ePs le /�•�e ?o Grid remiea.; ;,,, a// i,5 Cit/�- . 1� c / �7 yOk �e,cl /fib Co n c�i/73 / �ea s e �lOCrsS TUf 42. 5 i jer*4 Vr a Sender wr or type mda-W,pull out Yellow Sheet,(ole at I I Ito fit 771 Du O-VUEI C-elope. este Ki Aia rrvelft lM GrWanaw o11t1 roam vNaa[roll retr atlW-0t5614, NO CARBON PAPER REQUIRED;Type or write u,.original—Impression will automatically appear on copies bun, DATE PRIORITY WAVERLY CONSTRUCTION CO. ��PC, 91� - ❑ URC;FNT' 0 31835 S.W. Country View Lane tTTENTION O ❑ SOON AS POSSIBLE nn WILSONVILLE, OR 97070 (� �� r 1991 ❑ 40 REPLY NEEDED Z�GARD Pngi.neer ina-Dept------ - - - - --- �� F l!-- -- suei --- — — -. City of Tigard RECEIVED P 0 Box 23397 ki o Tigard OF. 97223 AUG 131991 Ashford Oaks (No. 1) III , CITY r TIGARI: The one year mairtenance period of this subdivision expires on 8-31-91. Will you advise �^ us as soon as poossible of any defects or deficiencies which need to be corrected for final accept.-me . �-�V11-�'I11 tui 7 I�0 N J7/t /kc� IJ i lJl�,J.h- D•( '"`.'� /)ro�v`I .. r �/ `��;� GJIl61 Atc p %d/v�tQlirj � �se._! • SIGNED: Roberta Waymire DATE Of REPLY El To SIGNED: I c:f ntrt�r. .r'II r:l r I!I („^!!•. r;li[_C i•i RECIPIENT: WRITE REPLY RETURN WIT HOER. KEEP THIS PINK COPY. ( ) Cthert Should you have any questions regarding any of the above, please contact me at 639-4171. Si erel John N;m n, Engineering Technician dj/doc8.met 1,312,55W Hall Blvd.,P.O Rox 23397,Tigard,Oregon 97223 (503)639-4171 --- 04TE --_....�_ --' PRIORITY WAVERLY CONSTRUCTION CO. Me"e ` D- URGENTI 31835 S.W. Country View Lane �ot►s ❑ BOON As POssisLE WILSONVILLE, OR 97070 3 1��` _ FI NO REPLY NEEDLD `TI✓ TTENTInN��J + + `l OF -�1Gp,RV Engineering Dept. 1T SUAJf City of Tiqard RECEIyEC? P 0 Box 23397 T Tigard OR 97223 �� 131991 Ashford Oaks (No. 1) O CITY OF TIGARD I The one year mairtenance period of this subdivi.eion expires on 8-31-91. Will you advise M us as soon as peossible of any defects or defciencies which need to be corrected for E final acceptaue . S S A 0 E SIGNED: Roberta Waymire . DAtE OF pEPLv_ 11Erl.r m - -- _ C ; � �� n1c C." Y SIGNED: SENDER MAIL RECIPIENT WHITE AND PINK SHEETS L n� September 25, 1990 / Waverly Construction CITY OF TIGARD 31835 S.W. Country view Lane OREGON Wilsonville, OR 97070 RE: Ashford Oaks: No. 1 Dear Mr. Waymire: This is to acknowledge that an of August 31, 1990, the subdivision improvement project known as Ashford oaks No. 1 has been conditionally accepted by the City, placing it onto its one year guarantee period, subject to the following: [X] Completion of incomplete performance items, namely: Completion of installation of concrete sidewalks. [ ] Correction of known defects, namely: [X] Continuation of developers maintenance responsibility and correction of any deficiencies which may arise during the guarantee period. To assure the aforesaid, until such time as the project is fully accepted by the City operation and maintenance purposes, the City has taken the following action(s) : [ ] Authorized release of the original performance assurance. [XJ Authorized continuation of the original performance assurance in full force and effect. [ ] Authorized a reduction of the original performance assurance and is holding the balance as a assurance. [ ] Accepted a (reduced) performarv7e assurance. [ ] Accepted a maintenance assurance. [ J Other: Should you have any questions regarding any of tie above, please contact me at 639-4171. SigFerel , ,john i4ng�- 6n, Engineering Technician dj/doc8. nst 13125 SN Nall Blvd.,P.O.Box 23397 Tigard,Oregon 97223 (503)639-4171 ----�-___— AV /Vo P-%P Y CONSTRUCTIONL.. Mr . .Toon Hagman CO• City of 'Tigard ALIG 2 2 1990 KENN_TH L. WAYMIRE P O Box 23397 �'� Tigard OR 97223 CITY OF TIGARD wILSO , - 97070 (5003)3) 66994-555505 ?`ounry�iiew Ashford Oaks 8-20-90 We have had no response from the City to our lette-L of 7-31-90 asking that Ashford Oaks be placed on its one year maintenance period. ,.�� ase reply 5 ,� ... sign ' "�; Roberta Waymire 7 714 IWFOW.4W440 tsrbonMss SENO PARTS i AND 3 POLY PAK(50 SE73)4P440 PART 3 WILL BE RETURNED WITH REPLY MDQ[ 9Pe0UrD1yI MGP"P41*ri1p(J 407 �-- WAIVER`4``C:ONSTRUCTX!jl , CO. John S. Hagman KE! INETH l.. WAYMMRE Engineering Technicianh735 a.W. Cunt'Drive Na. S City of Tigard (�fj D E r " NVILLE, OR. 9707(Tigard OR 97223 , (503)694-5505 AUG 6Vit--- - CIT�r 1990 , . sub Ashford Oaks yr 1/7G date: - a ThrX"underg"ound services on this tract have been placed uYCfif11yrdtt�i7`;"' i'� ° hit t 'yoUaccept the aro3t^t onto its one year mair>hhance period, and send us a�. st"'of a rt'kN current dificien.es. e h evr r��ccept Ale please reply to .., s1r"'' � Roberta Waymire -'M- A t 1fe}!y 1 - 5i* .1 1 date: 770 . _.4W440 vdwbor" SEND PARTS 1 AND POLY PAK(50 SETS)4P440 PART 3 WILL BE RETURNED WITH REPLY AKOM"'9peediply"'MCPM Pelenled 40 �� i � a � Mr. Mite Mills .IVAVEK— if CONSTRUCTION CO. City of Tigard KENNETH L. WAYMIRE P 0 Box 23397 6735 S.W. Curry Drive No. B Tigard OR 97223 ;."I.SONV",LE, OR. 97070 503 694-5505 Ashford Oaks overhead service problem ,` 1-21-90 Enclosed are copies of our corresondence on the overhead services on Ashford Oaks. Neither utility has respond-d. Both these overhead services were installed after t:lat recordation, w,- had trenched to the rear lot line for both. While you have the evident authority to order us to change these, we do not have any way of enf.orcinq your city ordinai,ces, in regard to these utility companies. R(-)berta Waymire RECEIVED J"N 2 3 1990 SIL COMMUNITY DEVELOW 7555 4W440 reribOM"s SEND PARTS 1 AND 3 POLY PAK(50 SETS)4P440 PART 3 WILL HE RETURNED WTH REPLY NKKM'l 9PNdiply�C MCPA Pet"tod 40r T WNW ... ... .�,. .e.w.'RrR'r rR°'.lnk'�'Y'u'h'�1'T,^P'1'r^.M.•;n'�,:M,.. .,w.�+'.'W„' :Y ' General Telephone KA .- WAVER ONSTRUMON CO. 17PIS N. W. Corn"11 Rd. KENNETH L WAYMIRE i4n8VPrtr) 1 OR 17nnr, 8735 S.W. Curry Drivr, No. A WILFC)NVII I F, OR. 9-070 (503) 674 "505 nmw subdivision underground 11� ►�r'�,f . . Oakq !;Illutitr{Mi.nn ren{r1a•rrn,- �t ( � . 19e•= 1 .. T i7� , s Y` i 15395 S. W. 79th Ave. n'icard 15:115 S. W. 7`1th Avn. Tigard A9 you I, now, TigArd City orriir-4ncas require that rr�r.idencea in hew nl.ibdi.vistona 1'1m•r, thA U-1prhono service under(7rounri, bob troth of the show unitq have the spr4leea roirs In th')ulll tht+ ut1dr!rcror.inr1 wan available nt thn tiv-p of inptallatinn. '1'hp CiLy of Ti,aarl will r--)t raccrGt t:ho snLu{ivinion for mnintenanr..n until thin in dmirr. WA have hc+rn told trip wr)rk, in r)I- •-)rrl�r for ggvPcql m)nt:ha rr)w. t'lnf+rr 1n- rra 4rv)4' t!y .Ian. 19th what vnur vvrk rlattr will hr+. Thins is hc)1(11rq up finr+l Out+clivir inn >>rr►>r��+r11 . vr-" Prlhl is utility Comm. rWPC iM.4W44O i carbanhMs SEND PARTS 1 AND 3 POLY PAK (50 SETS)411440 PART 3 WILL BE RETURNED WITH REPLY Ma[u1E'8 MdIP1yd'MCPjhPd1@m1*d 407 LIFT THIS SHEET TO REMOVE-FILE FOR FOLLOW-UP - -. - '�YilYddNN�GiLe� -- '�"M•id� rN'�ar�itl�.:wwace..,,.:,. 100 ` rolumhia Cable hfS�' ,qan WAIM, .Aib" NORLICTION CO, 147.nn q. W. Brigndoon Ct. KENNETH L WAYWRE 11p tur rton Ort 970 , 2341 8735 S.W. Curry Driv(+ N). B Att : ►!r. Craiq Pyrstone WILMO JVIUE, r'" g7n7n _ � 1 1 v� ; , r...h!nrl ,,�, ,�hrli •,•i •i', ��r��r:�. residences at: 15166, S. ti. 7101 Ave. �-'.gnrrl u�+ � 1511r, S, w. 79th Ave. Tigard An ynu know, TinArrl City nrrli nAnrrs rprluire that rnsi(1nnr•na i n r,p.w sut•li vi ainnm I,avr, t-hr nnhle service und(+rarounA, but 1-d-)th of the mb)vn h,nvn thr, ntsrvic!% run to nver.hpnd, t),(,lr1h thr� unrlet9tound was avali,-,hle at the tine of installation. Thr, city of Tigatd.will n(�L accept the subdivision for r•.aintenanca until this irl (loner. ttA I,avn been told the wort. is on nrdar foC 4nrvnrjl montha now. {'1.11n� l.� t. t14 kr,nw by 19th stint your :;ork date will he. Thin i^( 1K.)l(1in(1 1111 final huh�ivigioh ar►f�rovat., cr: Public Utility Comm. SECOND MAILIN3 1�Z7�9d CER'T'IFIED MAIL 1 .4W440 C00*0nAms SEND PARTS I AND.1 pOI Y PAK 150 SETS)4P440 PART 3 WILL BE RETURNED WITH REPLY MOM-19peedlplyM MCPO Pelenled 406 LIFT THIS SHEET TO REMOVE•FILE FOR FOLLOW-UP .L s a Le- 14 Fra." C ��I C��Ce e—e_ I 79-' �MPORTANT MFE88AF459),�?7`/ FOR _ �j A.M. DATE----fTIME-,t1� P.M. OF_ / PHONE /el 9 - AREA COUe -AMBER EXTENRION TTELEPHONEO CAMP TO SEE•'OU WILL CALL AGJI* WANTS TO SEE YC"1 RUSH y� RE' -INFO YOUR CALL SPECIAL ATTENTION MESSA Spoke �f K�� 9�z I �'`4 �•��'�-� , • L<<�u�- --'tis C irk L SIGNV.�(--t_, "�KEI S V ICC L t o9 LITHO IN 1 I CI I-1W 5L t::- 1 I TO AL FFICEE PRODUCTS TOPS3002S a;od printers, inc. 228-2395 s � CITY OF TIVA RD September 15, 1989 OREGON Waverly Construction Co. 8735 SW Curry Drive ;)B Wilsonville, OR 97070 RE: Ashford Oaks Dear Mr. Waymire: At your request we've comple. ?d re-inspection of the public improvements and found all items described in our December 13, 1988 letter to be properly completed. But, wixh rFgard to our January 31, 1989 ietter (copy enclosed) ,- the existing house on 71 _h, 2nd also tiie new house which accesses 79th, have overhead telephone services which need to be underground; one of them has overhead cable service also. Power. has apparently been properly place underground. This "everhead-service-to-a-new-subdivision" situation needs to be recalved before the project ran be placed onto its maintenance period. Though not affeccing placement of ti-.,,4 project onto its maintenance period, er 4�- there are other deficiencies which need to be corrected before final acceptance, namely-a Btringli.ne was .left in the sanitary sewer line in Ashford Street, between Ashtord Oaks E1 and #2; catchbasins are in need of cleaning; t� c chipped curbs and spall.ing driveway aprons ars Sn need of. repair; A.C. curb (berm) needs to be reinatalled. on the radii of the northwest corner of 79th and Thurston Lana, on 75 I.h and Ashford Street and on the 8011i:hweat corner of 79th 1.40 and P.shforA Street due to the overlay installation; the balance of tt. ► ��e —T sidewalks and aprons will need completion also. I hope this helps to "clarify" the project Latus. Sincerely, John S. Hagman Engineer Technician jr/waverly.ash Enclosure 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----- — CITY OF T16ARD OREGON January 31, 1989 Waverly Construction Co. 6735 SW Curry Dr. iB Wilsonville, On 97070 Attn: Mr. Kenneth Waymire Ret Ashford Oaks Subdivision ;!Dear Mr. Waymire, The existing house on Lot #24, is presamtly being served Lv overhead power and telephone lines. Section 18.164.120 cf the Tigard Municipai rode does require ;all utility lines in new subdivisions to be placed underground. i Mike Strubel with P.G.E. has notified me that an underground service stub was provided to this lot through an easement between lots 23 and 25. A connection to the unde3ground faci.litiec needs to be made for Lot 24 and overhead service needs to be terminated before final project acceptance. Sincerely, Z96�� Michael Mills Construction Inspector j l.h cc: Mike Strubel 13125 SW Hall Blvd.,P.O.iio- 2::-'97,Tigard,Oregon 97223 (503)6394171 --- -- as ea sst CITYOF TIGARD OREGON September 13, 1989 Roberta Waymire Waverly Construction Co. 8735 S.W. Curry Drive, No. B Wilsonville, OR 97070 RE: Ashford Oaks Subdivision Dear Roberta.: Enclosed please find a copy of the T.V. inspection report and engineers certification form in response to your request. In reply to you query about whether or not the project is on its maintenance period, the answer is no its not. Out inspector is now checking for completion of corrections of the deficiencies mentioned in our letter of December 13, 1988. If all is resolved, We will begin procedures to put the project onto its maintenance period end will notify you. Sincerely, John S. Hagman Engineer Technician jr/ASHFORD.jsh En-'_isures (2) 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (5 J3)639-4171 — — i l i1 aV4X -- __ - ------ - -- AeAp- _ � 71Qryw�s� f�4 I--eek- - 7�� _r4 -- - "�',►� �e o t� --fir/`ve u'may Off,✓��?�tl-� u� ,7` tel'!�fl 7�?7Vc. -- - `Dc'_ n� Id �n �G_c tri►`e,r1-1'.v, 5-, �.z7C �r..u.�Ha�te •k� �� e- ®.r s � � CITY OF TIFA RD OREGON LPecember 13, 1988 Waverly Construction Co. 8735 S.W. Curry Dr. #B Wilsonville, OR 97070 Attn: Mr. Kenneth L. Waymire RE: Ashford Oaks Dear Mr. Waymire, In reply to your request for information, the following items need to be corrected or completed: 1. Regrade slopes at the intersection of Ashford Street �+ and 79th Avenue (2:1 max. ). 2. Relieve trapping of water. on the west side of lots 46, 7, and 8. install the mailbox clusters. 4. Submit the non-remonstrance agreement for future improve- ment of S.W. 79th Avenue. �� Z--3-b9 �Lw%&e- 5 Submit the project engineer's certification form (copy d� enclosed). 6. Resolve sewer issue addressed by the en: .osed letter L (copy). Upon completion of aforesa.- i, I will proceed to p. ace the project onto its maintenance guarav--ee period. Thereafte-, all that will remain to be done, is installation of sidewri. ks and street(s) 4 overlay. Sincerely, John S. Hagman Engineering Technician jlh enclosures 13125 SW Hall Blvd.,P.O.Box 23397,flgarc Oregon 97223 l�3)639- 171 - -- AW CITYOF TIVAR© OREGON January 31, 1989 Waverly Construction Co. 8735 SW Curry Dr. #B Wilsonville, OR 97070 Attn: Mr, Kenneth Waymire Re: Ashford Oaks Subdivision Dear Mr. Waymire, The existing house on Lot i24 is presently being so:-ved by overhead power and telephone lines. section 18.164.120 of the Tigard runicipal Code does require all utility lines in new subdivisions to be placed underground. Mike Strubel with P.G.R. has notified me that an underground service stub was I.rovided to this lot through an easement between lots 23 and 25. A connection to the underground facilities needs to be mada for Lot 24 and overhead service needs to be terminated before final project acceptance. Sincerely, A�/ Michael Mille Construction Inspector jlh ccs Mike Strubel 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-41/'1 — John S. Hagman WAVERF " CONSTRUCTION CO. F Engineering Technician KENNETH L. WAYMIRE R City of Tigard 8735 S.W. Curry Drive No. B o M P 0 Box 23397 WILSONVILLE, OR. 97070 Tigard OR 97223 1503) 694.5505 AI SUBJECT ^Astiford Oaks subdivision _ — — DATE 8-21-89_ l Will you please check and see if the Ashford Ods subdivision was placed on maintenance? I think I neglected to follow up on this and I do nct know the status of the subdivision. Did the people doing the TV inspection report get that to you in acceptable form? i would also like a copy of that, if so. 'LEASE REPLY TO . . . SIGNED R hgrta Waymire AUG 2 2 1969 DATE OIpNEC! _-� 0441 .4. ?EC7��OAfJI',� 4W440 ((U p ��'(-Cll�(ln(I (�j��, SEND PARTS I AND 1 TRIP N)�r� �L, 11I1J'Illl QUI U PAR 3 WILL BE RFIURNED WITH REPT Y I")LY PAK (50 SETS)4P440 ,,,,,, M.,,•• ,,.„.,. a. CITYOF TIIFARD March 24, 1989 OREGON Jay Miller Builder, 7n� P.O. Box 23291 Tigard, OR 97223 S.:bject: Ashford Oaks Lot #19 Dear Mr. Miller: Enclosed i-ilease find a copy of a segment of the r,3corded plat of Ashford Oaks (Bk. 67, Pg. 32) and a copy of Tigard Planning Commission's Final Order No. S 88-01. 1 have highlighted portions relevant to the access restriction situation. As you can see, direct access onto 79th Avenue from Lot #19 is not Permitted. S.W. 79th Avenue is classified as a minor collector roadway. To provide for efficient flow of traffic along collector roads, direct access points are limited to only those w:-ich are absolutely necessary. While it may not seem important at present, such limitation will become noticeably beneficial as the area continues to develop, and traffic flows increase. Sincerely, John S. Hagman Engineering Tech Encle. br/miller.jh 13125 SW Hall Blvd.,P.O.Bo-I 23397,Tlgard,Oregon 97223 (503)639-4171 V-OI"17'29"-E 'n j� �t �b.iy 55.56 1 55.56' 55.56' a 55.56' I 00 00' n w 14-u1°52'20'-t 364 C9' S.W. THURSTON LN. V-01°17'28" t Z 0000, LL �•'�� 19.80' 8200, -- ----• =20 00'(nLnr� 3 82 00' 81.57' to 3 O I Q�, I 26 O O !� *� O O N O cv I -r Ln o v 2 rJ N o 2 2 o N V-ol 17 28"-E " 00.00' o v -- - --, ul w - --- 000 00, I V-01"17'28" ti 095 OOO"-F Z 81.57' 41D - (J- F I N-01 52'20" E0 27 7092.00' 71.57' 0 0 3 V-010 !00.00' � 24 w 10 '� ;n V-01'17'28"-E w ' v 25' 25' o ^ ao2328 `" m Nr go goco 8.20.00' ' �+ ao 0 �h 80.17' In 92.00' z �n 71.5 7' ADDITIONAL_ DEDICATION '25.00' - - - - - - S.W. 79TH AVE. 413.59' - -- i S-01.46'02"-W 663.59' CURVE DATA DELTA RADIUS LENGTH CHORD CH. BEARING 90028'34" 20.00' 31.58' 28.40' S-43.28'15"-E 89025'08" 20.00' 31.21 28.14' S-46034'54"-W LEGEND 43.38'13" 50.00' 38.08' 37.17' 5-05018'44"-E 29000110" 34.00' 17 21' 17.03' S-12.37'45"-E DENOTES POINT F 31'37'30" 50.00' 27 60' 27.25' S-32.19'08"-W 0 DENOTES POINT 23.0426" 50.00' 20.14' 20.00' 5-59'40'06"-W STAMPED W.L.Mc. 41'14'54" 50.00' 36.00' 35.22' N-88.10'14"-W p DENO 'ES POINTS 29000'10" 34 00' 17.21' 17.03' N- 74'12'27'-W UMENTATION MON 07.50'25" 50.00' 6.84' 6.84' N-63'37'35"-W MON WITH CAP S1 89.31'26" 20.00' 31.25' 28.17' S-46'31'45"-W 90028'34" 20.00' 31.58' 28.40' 5-43.28'15"-E 89.25'08" 25 00' 39.0p' 35.18' N-46'34'54"-E EASEMENT NO 90.34'52" 20.00' 31.62' 28.43' N-43.25'06"-W ALL FRONT AND REA 99.31'26" 20 00, 31.25' 28.17' 5-46'31'45"-W HAVE A 6.00 FOOT E TAN 99.25'08" 50 00' 18.01k' 70.35' N-46'34'54"-E 49.50' UTILITIES. (PUBLIC) 34'42'34" 50.00' 390r-'' 38.03' 14-24'13'37"-E •14.4214" 5000' 59 02' 58.03' V 68.56'11"-E NUH I H L:Nt. SOUTH HALF 1--OT 29 ?z56 J, k a'?l 10.00' ..... _..20 5-01°!7'28"-W . . 15 n ... a r '''L =36.00' 5 -- 26 a m 32.84 ' .4-?5.00 on `v^ 5 m 8 0' ?I 53.02' 5-01°17'28"-'N ........... .... . R-34.00' 25' 25' L•17.21' IE N-0;'11'28" E 00.00' 0000' ID ZO S-01°17'28--W20 7 O Oao N O n O 1 / 1 cr tn O00.00' Ln 00.00S-0117'28"-W 0D S-0117'28"-Nc 19 0'^ 18 N. FD "4"BOLT 'Ni�","SO.HEADR ' 19.84 R"20.00' 5 C.38' 80.17' E 0.66' 125.00' '� 0 x`933___ RESTRICTION NOTE ACCESS TO S.W. 79TH AVE. FROM LOTS I, 18.19 8 28 IS PROHIBITED, OUND AS NOTED. ,F r 5ti"00" IRON ROD WITH CAP HARRIS-McMONAGLE ASSOCIATES, INC. NO 808 ENGINEERS-SURVEYORS TO BE SE t INTERIOR CORNER 12555 S.W. HALL BOULEVARD PER ORS 92 070 St"00' IRON TIGARD, OREGON 97223-6287 AMPED W L.Mc. NO.808. TE: R PROPERTY L'NES ARE TO ASEMENr FOR DRAINAGE .'!ND SIDE I OF 2 CITYOF TIFARD OREGON January 31, 1989 Waverly Construction Co. 8735 SW Curry Dr. #8 Wilsonville, OR 97070 Attn: Mr. Kenneth Waymire Re: Ashford Oaks Subdivision Dear Mr. Waymire, The existing house on Lot #24 is presently being served by overhead power and telephone lines. Section 18.164.120 of the Tigard Municipal code dors require all utility lines in new subdivisions to be placed underground. Mike Strubel with P.G.E. has notified me that an underground service stub was provided to this lot through an easement between lots 23 and 25. A connection to the underground facilities needs to be made for Lot 24 and overhead tlervice needs to be terminated before final project acceptance. Sincerely, 'A Michael Mille Construction Inspector j III cc: Mike Strubel 13125 SW Hall Blvd.,p.0.Box 23397,Tigard,Uregoi 197223 (503)639-4171 — - - �F HARRIS - Mr_MONAGLE ASSOCIATES, I ►C . RECEIVED 12555 S.W . Ha, l Blvd . JAN 31 1989 Tigard , Oregon 97223 Telephone (503) 639-3453 owl"Ment T - R - A - N - S -- M - I - T - T - A - L January 30 , 1989 To: John Hagman Engineering department City of Tigard From : Jim Harris Project : Ashford Oaks I Enclosed is the Certificate of Compliance fo, the Ashford Oaks subdivision improvements . 1 CERTIFICATE OF COMPLIANCE RE: ASHFORD OAKS This is to certify (in accordance with T.M.C. 17.08.010(6) , T.M.C. 17.09.120, and T.M.C. 17.09. 160) to the City of Tigard, Oregon, that the followirg item(s) have been installed in compliance with the City's street dedication improvement •tandards ani specifications; and that the following items are complete in accord with the approved plans, soerial specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (P-nject Engineer' s Initials) 1. Sanitary Sewer SystemL .,��/ r 2. .,corm Sewer System JJ �//� 3. General Utility Systems : 7 / Domestic Warr-r '✓ _ Electric Power Gas Telephone Cable T.V. Streetlignting --- 4. Street Systcm: Subgrade Base Surfacivig. . .Base Lift Final Lift Sidewalks Aprons b Ramps Curb 5. Monumentation System Certified this day of �� ytc< > 198 . ( �-oject Engineer) Firm: 1URRIS - McMONAGLE ASSOC . ,_INC . 12555 S .W. Hell Blvd . "iRard , Oregon 97223-6237 (01335) WAV .t t:.INSTRUCTiON COQ. John Hagman KENNETH L. VvAYMIPE Engineering 'Technician 8735 S.W. Curry Dr. :i;3 City of 'Tigard WISCIMVILLE, OR. 97370 V U Box 23307 -- Tigard OR — - Ashford Oaks subdivision 1-19-99 In your letter of 12-13-11' you asked for a non-remonstrance agreement. I do not have a copy of this aocument, but the title co, is picking up an agreement recorded on � 7-13-48 (see attached) , so I think it has beers done. I have asked for a copy and will forward it to you. Also, will You let me: know it the engineer hac •��bmitted his certificatiofolYour it R-iberta Waymire 0992 c0rb000fess SEND PARTS t AND 3 rear-CM., 4W4A0 PART 3 WILL BE FIEYURNED WITH REPLY POLY PAK (50 SETS)AP440 AOV V � r dY t �r R d�:�+j AIN JN V CN 4rr',•1.:,1.,•' s•u z ti a;► tiltrl +i t t;::tl I, , I I St I w, J 11 i i .::�sa+u+S+wtlliMiuiWW►7�lwaw,a..,_ q., :,,. ,_w,,.... .r:rrs.�iMuaY.+wF,,. JAY MILLER BUILDER, INC. P.O. BOX 23291, TIGARD, OR 07223 (503)684-7543 January 16, 1989 City of Tigard Randy Wooley P.O. Box 23397 Tigard, OR 97223 Proposal : Access to 79th Avenue for RG parking only on South portion of lot 19 Ashford Oaks. A completed home is built on this lot with primary access to Thurston Lane. We would prefer a concrete approach, however a gravel approach would be acceptable. When 79th Avenue is improved, a driveway cut in curb would be preferablE! but not required. Estimated use of this access is about eight times a year. Sincerely, Jay Mil er Jay Miller Builder, Inc. JM/td JAY MILLER BUILDER INC. PLAN I LOT 19LSD 5� — _ Po'^ v Rellocl air I jam' 40 s Say r o 33' �►, SW THURSTON L"' ' 13125 S.W. HALL BLVD. P.O. BOX 23397 CITY OF TWO RD TIGARD, OR 97223 (503) 639-4171 OREGON TO: — FROM: MESSAGE . Jtt�.,1 C-, �JLf} Tic ►:tJ t.; /yam �,..rc� �� •tom f.� t y Ir SIGNED.. DATE____��—_T_ RFPt Y SIGNED__. ` _� _ �_ __ �_ DATE. %.._._L_ PLEASE RETURN 0,1I!3!NAL COPY WITH REPLY. KEEP FINK COPY FOR YOUR RECORDS. YOUR COPY -'Cf GL I �� su d,�; �� / e_� r v ��- T* D CON3TRUCTIO , 1754 ChukaY Ct. NW Salem, Ore. 97304 5S 1 602 % ASRFrRD OAKS; VIDEO TAPE CONTENTS: 1) 12-C-914 to 12-C-811 2) 12-C-41 to 12-C-40 3) 12-C-40 to 12-C-39 (Duplicated from #S) 4) 12-C-43 to 12-C-42 S) 12-C-43 to 12-C-44 Clean-out. 6) 12-C-41 to 12-C-814 12-C-41 to ---------------------------------410' 371'1:------:------------ ---from 12-C-814 371' to -----------------�12-C-814 (494') 7) 12-C-41 to 12-C-43 8) 12-C-40 to 12-C-39 (original recording) 9) 12-C-41 to 12-C-814 (Continuos) 1754 Chukar Ct. N14 Salem, Ore. 97304 w November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Se rr+^_-: T.V. Inspection Station Discription 12-C-914 to 12-C-814 12-C-914 Existing Manhole in good state of working order 0'td? 165Typical new construction 8" PVC pipe with no laterals or abnormalities noted. End run. 12-C-814 New construction Manhole apparently ready for service ._ 1754 Chukar Ct. ;nJ Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Statio., Discription 12-C-41 to 12-C-40 12-C-41 Typical nF-w construction manhole apparently ready for service. 01„0 203' Typical new construction 8" PVC pipe with no laterals or abnormalities noted. 203' New construction 4 " lateral left. 251' New construction 4 " lateral left. 411' End run. All pipe between laterals was 8" PVC with no .abnormalities noted. 11 12-C-40 Typical new construction manhole apparently ready for service. Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contrac,lor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Station Discriotion 12-C-40 to 12-C-39 12-C-40 Typical i,-w construction manhole amparently ready for service. 49' New construction 4 iteral left. 54'' New construction 4" lateral right 100' New construction 4" U,teral left. 103' New construct on 4" loter:,l right. 152' New cons truct.on 4" 17teral left. 193' New cons t ruc t io t. 4" lateral left. 215' New construction 4" lateral left. 218' End run. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-39 Typical new construction manhole apparently ready for service. revised 1-4-89 1754 Chukar Ct. NUJ Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Cuntractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Se^rice: T.V. Inspect ion Station Discription 12-C-43 to 12-C-42 22-C-43 Typical new corp, tion manhole apparently ready for service. 50' Nrw construction 4" lateral left. 102 ' New co;tstruction 4" lateral left. 159' 1. New cone tut-tion 4" late-0. left. 161' c t ion 4 New can u " lateral right. 213' New cunstruction 4" lateral left. 242 ' New construction 4" lateral right. 271' New coListructfon 4" latera left. 298' New construction 4" lateral right. 30•8' End P+jn. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-42 Typical new construction manhole apparently ready for service. I 325 I I ` EX. RIM — 250.14 ,•,.� , _ -; IE 242.7+ I I 315 LI) 04 I i I , ~ I GRA . BKFL 1 N 7 vh e_ NonFr PROPERTY owNERs ��).� �W � r- _ CONNECTION. RESTORE LA,NDOCV, Ipc I I O (n I AND FENCE TO A CJNDITI011AS CpS � N�� r-- a I POSSIBLE TO MATCH EXISIIN�. I / (TYPICAL) I 2 - Fl SURFACEI 0 CL 50' Z� p -- - Q - - -- - - ---- - - I b W W -- �— O --- - _ I G - I _ _ r7 I _ _ _ �/ co 295 - - _ - - - -- I N _ I �� ` 8" PVC C C . - 1 ' 80 LF O 0.8% i ' - T - N LOCAL &iiOT TAP EX. 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ZZ IZ OZ 61 91 LI 91 91 irI EI ZI II 01 'd�" ' 0 L B S,- J� 11� E Z 1""a'' 1►111u111unnnl: illoll llunl111 uI u{m�1n11�uub�►IG�ub„t�►�l�rl�►ullull�rttlull{Ir11In�I�unllm{m111►tt�niti il�liM1{Ilnanlllmnlu�n�dullhmhNl r111N1M!`It1Ilwlullluullullllllllllllll WlIIIIUU�IIIIUIIIIlII11�U�1I1111 � i, JUNE 24 1992A. �� w. bill— N. P I L r -- - _�___ _ c��C . LILT S.P.L r L::.,L ii rr�l N/r VAR Ir rr1r11'11"� ,} �" ��C .;7 011wIwr "} J/ti,C'' 1 ' A I L A +;EN RAI ��//� ? (/ -. �� ' 1 ~ -- ' •' ,' SHALL HE C'1N.>TR(I'tTFU t I - - - caITR•ctloN JOIN •" I irerl(!I I 1 9 ! '1 1 ALL :•TkPkT AND :;TURM •*,EWER!, PEI, THF ' ' OPT •^t L _• , r. O I F TIGAHL STANDARD ! u A,'PL 11'AF LF 9(I'T 1 _NS OF TIIE CITY n , i WAL L If A . FE. 1Pi ATI .)N.. F FF P1HLIC WIikr r;,iN:Tk11CTIt.IN 1/ r• Ir 1 2 THF 0ONTRACTOR SHALL PEHFI)REI ALL THE WORK SHI)WN ON THE 9 � (} t / B BIDtWAw E.•ANs1DN DONT 8 ' ' I I PRAW!N(;: AND ALL IN''IUFNTAI, Wr,RK ('�1N'11UERE:h NECKSGARY ft, BLOC t� V 1\., r.■ralrsw� rDwT -i ( + J �� i� FI'TAPLF MANNER / -_ - v t I pf ,'S,''1 I N AN A' r _ 1 ' M1F'I,F.'I F THE P r --- Cure• JOwr - 1 - �•_ 11 IF.. I 1 y— � e� TTI} '' 'I.!;,/1•Tllh 1,t;; ,,,, ' t;i,,A.. Hhl I HAVE h t11N �' / A-.Il.� f_. i I _ .. . • I At 1 1, I,:'.T{i,l I \ 27o I I F A i r I f IF .11+ . 1,. 1, Iflrtl [ilAt}„ ' t TF F ,11 P I �j IBM- G L I �. I -� MAX. f . -'fit _�._Mits !t_�Q v 5 2 : { MAX /c' —_ 2: 1 �:+1 4 Ai I. MATFI LAI, :,11I r I ;FF IIALI '!IHHI1 11I 1H r _ +. - ► o FACE Or CURB - - , r, F .N f IFF F'R ,nF \� 4 ___ -- Q _ ___�M._ A 1 '0! SLC A a E F(MATER i AI,f' ' IF f'i'f11 I I. n1','I Vt11AN+'f W I fll THF ABnVF :'•PLIC I F!(' ) tt NA�x AorAciMr tq Cu+r� n [IBalx .w,v r CUR• �` .•J ®�_�'_-0 sEce a ATInNS NY A"''! F'TANrL If 111E ,: M1TkAC'I Willi TIIE OWNER/IMV L a1 ER THF. c 11 rl A 1 k ('F'kl 1 F I Kfi THAT ALL MATERIALS UFiL 1 VFRFI' II-f y ,1 ' ` TO THE Ju8 Sl'tF WILL, MEET OR BX(:EED WAF;HINOTuN CUUNTY -611c IFICATI(II45 ANY MATERIAL, NOT CONFII)kMIN, SHALL HB REEIOVE(I FROM ►ti � -- �O ' r PIAN FOR 6",9" a 10" SEWER PIPE FOR 12° 9 15' SEWER PIPE •r l r 1 I 8 ' � '�• ,,�— --"`--- ' / - v 29 Cu rd ConcT•N ERaA T I +; 0 3i Cu Yd Concrete Each THF S11F AT Nr) AUL):TIf NAI ren, 7 TO THE OWNER _ 'TD, n INTkACTuR F3HAL. FY LOCATION IF ALIT I,TILI'f1FS PRIOR TO, STD, CURB - - --- 6S,',I NN I N,; rr►N:,Tk )N ANI, NOT i FY TI(F FN(; NFRI, F ANY (iNl - STD. SIDEWALK I '' [ & GUTTER Lxt�tI IFRFAN31ON E I CA111 I 1 SCREF ANC*I E,`: I17 I L 1'f I E:; HAVE NEE:N I.,11'A I LU FH(,H JmT OtI alocut AND er� ,r,� AVAILAPLE RECORDS, AND MAY NOT HE A 9111) iti Il}kEuN. Mt)kE•nVFEk (TYP.) ELEVATION B_8 PLACE COI.o JOINT 1 I Note THO•r)F SH11W►1 MAY "(IT BE A11, THAT MAY FX1:11 -11, THE ;;ITE !E[ 0(B• N0. Cs-3oa Trench I An concrete to 0• 30001AI 2" Ili .' (,')NTkACTi)R :;HAI I. 111)71 FO` ALI, III I I !'1 Y I'I IMi•AN1} I Itlr)It To 1 8 2°-0° C. .BI r� ----- ---'-- - - - - r 'h TIw slump BF(;INNINr EX CAV Al 11114 FXI'AVAT, ►: III 1 ''! ,.IIMF'lY WITH mr. r L ,t 3i 4 —0 4 _ 7'.7 541 Tn f)R 7t:' r1 Wolll ro W Wocrc.;wn prods s IBy. r^ -- '_ -- - - -- -;- T 12' I• or OY11 1. ZINE Ar 111111,7 Mf1.,1k' 111, ALI. I'11111.1+• F/,'II,I I It,, :'11AI.I I'1 O V I ry l..A,BI (( la"T X14 Ancl+or walls Fobs •QUouT spaced IknVIDEL1 TO CITY BY TNF FN(11NFER r-- -_'-� 3 A.C. PAVE►`�E_NT CL `C' CTWG LIFTS - PLACE �"""� ""a'A°E/ � •,ID mo■Imum distance Dstween � C SEAT I O N A A s/�" MINu3 o i r 1 i f .01111 to be 21 it oP slop• measure T ''LIE C'CJF'1' Of THE r:ONTRACT,)1:F ()FF fi I TF. W+)Rh ':F.LF.ASE h WAIVER, LL _LFROM IMf'ACT)?b (.,WNEk(F). HALL BF Fk"VIhEP !'F THE CITY PRIOR S A M E DAY , .. i ( ! plot• wolf Imm•dlalely below bell FR A 'IMPACTED OF ANY WOkY. �IIII r.r of p,y, .reel• Possible NO I - H ",TFIFFTF ANU ,3TRUvTURAL FILL.'; (�` !P NOTES 21 ' 1 Ald• TRETE:;. ERI'.1i Am UFPF1 ' WiTHIN LIMl7' nF THE Ri(;H1 /1!' TYPICAL TI \ E E T S E CTI 0 N :DNtRLT[ 41AL.L HAVE A wNIrUN ,R•ArtlNa 3TRENeT« or 30ol Ps 1 - WT'r AN!' c►N THE AKEAs; T ' !.- l•• -- ---•� BF FILLEL' OR EXI.AV'ATEP •IIALI• BE AFTER 2@ yr3 a SACK TR fiEl•F •'TI' ANII U]SF'r,rFa IIF 10 THF (',INTkAr1'''R �- 2 CJR@ JOINT SMALL A T,(fOrELrD JOINT WITH A MINIMUM 1/2" RA(•;L4 _._ -__. _ ---_.-3_Q�...- SK C-C ----- -- ---- --- - -- - ALONU •ACR OF Cuue. ► 111:, 1 F 't,EPI 1. 11.1; THh '► HALF. !±F iTf(1'IFI "tkiFllN, ':LLAT,' - -- - __- --- -- -- - ------- . - -- —__�._ I'll LA^ F � Q 3 [KPAN•NON JOINTS TINALL OR 1/2'" Pwct*OLDttO ASPHALT IMM[aNArtc i Ii'HAI1. HUM,:' jYj IN'.3 141f1(;I LII --�� MATERIAL M" oR CS-3 , ESrrENpN@ ►ROwt •uRDRAOE To rNBSISTID .RroE FOR iH��, 71" 9 24" SEWER PIPE r.i I YF 1'1.,1 '' F I S, ['ti' "'!IF ,'')N'thA 'F. AFF F;TE N'r TNF. N.T.S. . cc 3E2 DWY tee q-sop AM Ib ci-io3 J y U 42 Gu rtl Goncr•te Foc•I 4J"it1 }, RE S I [YEN. T i A1� IRL WA 1 EMFANKMFNT: I,R ,TF11c,rvkof.I. S,1 Filk FI AiIWAY CC'N.;1R1.lt'1ION (11% Ham»ADW A L_ L DETAIL� E I LL'. T,• BY r0N;,TR1I(.'TEi, (IN BUILDABLE. AREA SHALL BE 0717101111 5TVI1i'TFI' Fk,1M EXE':AVATEII MATERIAL,•• AC!'EF'TAHLE I(- TIIE. :"1l,'.'• FN,;1 NFL i, ANI SHAT l PF HR')Nr;HT T, f;RAPE IN LIFT." NI I r To F):1'S,F I I " ,..F: 11POI F,AI'il I 1 F 1' "IinLl. )!5' -- Not(3 ��"� STANDARD CURB ''' 1FF 'F MAYIMIU' '' Wr TTY A. 0F1AINE1, F,r I 3/4' PRErORMEC JOINT FILL(• MAT[P,AL TC •E USED AS B►EUFI[C BY �--EXPANSION JOINT AND 01-TTER ['•a INE[R ONLY IM CUNC PAVE•ALNI 0• GUTTER AND TC LKTCND THROUGH A i TMICRNt5S Cr CONCRETE _ _ I A a/!• ''f t1 A ..' IN 'I =i I CDNS1 (ITC» BASIN PER DETAIL, SW rrTN DIMCIts4, 'r' T7 AC:MIMOOATE l ARMS" Ort DIA lFtc]Fltc — 3 [[ROCKET[ @OM1-: NT TAI« A MPMUM :A•/R[3SIVE Ir RCNGTN Of 3000 PS ` - tea' -UPS I , �: FII,!, ,i 1%1 l NIT IFF I',11V I i T'EU ret: I.r :' 1 F t., ; l DAY SEE NOTES o rol, FFT IF 1•�Orn� ? !e – - – Nr R if APrQ:VEC V EWGINECN, WALLS MAT •E POlR1E^ •GA:N11 LM,rURK( LARTN, _ ---- -, z -_ --� THAN T'� HI'RI' OF'Ir For ret[ TT>e • WMI(N SMALL •[ rORA1Eo I �'•�l_-_,-_— _ .-.- _ .—.� F I S @ACKFIL, SfHA,i of COMPACTEC TO es7• DENSITY TWRDUO•IOUT 1 a * I@ 0, F - ----' -�� N1'iILAk ']Lp 1,,1PI1 , sl 1r n r.; r l �`2•"_.y 1•� 2A-_ '---TAPER 1 I,•!•L., r (' Nt _ f .�. Til ' w w C • OV I,lSITE [ATC•• BASINS R[►S AMC R[OVIREC FOR pE•Th BITE AT ER THAN 4+ I __ - .� � - THAN -HA A rttT INSTA,_ 2 f• rROM Tor It W17414 I FT OF BCT TOM 3/4'-o ♦3• F I . i rh Akl r.. h ., ! IIF I II,: ,1: Titre, i• _.__t :I i IN 1 N1'f•! •r,1.,1. AP';i:;E 1 HE .'1 jI 1." ANII r"1 1 L EN13k W PLAN VIEW— STANDARD CURB E� GvTTER coMRAcrLD :V•GN.pE IIF THE 1 Ni ;1'1+,I. 1- "':' ANI) 0.110FO1,INA7F. H1:; A"11VITIE~ 1N A W ----- -- - _. MANNFT+ !HAT w; r, W THE FN(;it1EEkS fIME 'fr., REVIEW THE z 1l,, FLOW LIN[ SIDEWALK. ADJACENT TO CURB _ :')TWAT '' I: ANU ! ' r, �- A F'i:APJ If, PROPERLY DISPOSE OF Till 0 IY TYPICAL Or AS 1y2"FALL 712 TOP OF CURB Li WOI S,1+ ')IINTFFfF.: Z EE DR ED •• CS -3 " )•,1 A, i 4 'K BASE: Af'lI1AL11': CON('RE"E PAVFHENT. ^URA AND SIUEWALI l7 — _._ __ CONCRETE SNAIL K 3001C PS' AT 2M DAYS V SACII WIN 3LL'MP RANO( __r.3 ' SL,7►[ or P•vcMcw. IEE pR.WINc LIG c:-30. _a• � '--}'-';---- -----_,.----_._.3 -+-- -j--- - T -- •`_---j.'�� cr I va" To 3' '~- 1, `RIO''! Iti SHALL PF A:; ^HoWN ON THE TYPICAL SE(:TION.a AHI, z -_ - --- 7,7, - im r ANIIIt: Af'f'nf:PAH�'E W!TII THE APfIV6 REEERENC'EU cRaLRIo LPl F i V., IN" I'Ti• ,HALL f:,TNF,1kM T+I OE;}111 STU SPFCIF� i 2 rANEIs To eE 3 FE[, Lo«c � �• I , Z~ • [• —• (taA NSION JOINTS TO BF ►,.rCfD At !IDES OfA ' ,1T ;:T. ORIvtW1Y APPROIC„(c ) 1L. VAULTS ,WNEELCHr1R RAMPS. a AT SPACING NOT TO z"XC[[D 43 rTU CrM cURe •LACEMEN TIFF CWG STt'kH "EWER FiPE �HALI. HF ,IF 1'NE :TLE NUTF:D net TNF, PLANE SECTION A - A • Fo• s,oE.rLes AOJreENT ro r"E :UNC a •ollRee AT THE SAME •,4t AS THE NIfN•REINF )W.EI• PLFF SHALL BE 1.0;UE ANU (31ext'VE CoNCRF?E FIFE TIG CIM Orc'1-30. • Dwc Nc o-IC,• CURB THE Jo.«•t BETwC[N THEM SMAL.. Bt A YROw(Lt0 JOINT .ITN A rIN 1 ,'RADIUS 1 - '• !+ occ ANJ1 SHAT!. C'(INFURM TCI ASTH C-14 Ci (UNLE.F ()THEkwISE m , _ SliowN) ,'A,wil EA'1N AND CURE+ INLFIs SHALT- PE OF THE TYPE •"MIN I I 4A1'!YLI 1THtC PIPE neAMCTT• %,ERM!Nts � _� SLOPE ,ELEVATION SHI�WN ON THE [F_1 A I L :HEFT _ S SIDE*At a ;MAL, HAVE A MINIMUM THICKNESS O► n ,NCM[3 Ir MLWNTAeU' !:e' aALVAN12EC So MO+' SC[ TAetE K DW t CURS IS u3EC OR it SIDEWALK IS INTENDED rs :oPTID« Ur oRIvEwAY '� Cr)kkll(3A'iFP AI.(It11NU!1 :'•FIkAi. RIP" PIPE I(:AF') ANU ^..+)UPL11tl: BANDSYACNINt BOLTsrowls S `oTMtRrIBE f1D[+ALK @MLLE HAVE • MINIrUY NICRNEI3OF • RKMEs SHALL r(,NF'1F'M 7 THE kFl,illkF.MFNTS CI AAR n Qr. r T27'MAtt SfC DRAWING LOG 0100 WOR F Hf. M- 1. AN1 .HA.,L P,.A. • @ECT1oN A-• • DRUN BLocROUTs •H tuNBs sN•:L s[ aTENOED rD BrcR or slOL.ALK wlrH 3 Du PLASTIC / '• BF. I6r,e rf RRUrATE" ALIIMINIIM PIPE CUILiN(; HANDS SHALL PIPE AT Z`/• 3LDrE CONTRiCTIQM JaNT to •¢ FL•c[o ovEP •vErNOT LS CIVERLAF 1 FT EACH SIDtr OF THE .)DINT r'1,RRUGATEU W:>LY y I RAILS TC a[ PAINTE0 BLACK WIT. WMIT[ StN,P[s FTHYI.FNF SHALL BE SM(K)TH INTERIOR ANF' CiINFORM Tn AAaHT(' 7 s 7A4-. '. THE WHITE STRIPES SMALL BE REFLECTORIZeD M :'94 R ASTH D1210. CL 'C' . [ R BI DIA WIPESECTION B - B .11 STANDARD 1 - 1 ' 10- IL" •.1 ' FOR WOOER APPLICATIONS, MULTIPLE S(:TICINS AS'OVERSIZE 2 -33/ " Is%IT, , G SHOWN SMAL. BE USED IN'TALLATI('N (IF- THF STORM :;EWER "HA!.L BF PFFIF,IRHFI A''e' - r - 4' • L/ /► 1/ 1-r T /► 1 • ^ IN, TO TRC: FTANUARI' PRACT1CFI' ALI. HACKFILI, IN Fill AkKikSiDE nALn EAE1 N I i„ -- `AHALL PF 'i,•4' rnMFArTFl- CRp11irt! P(wK N2 SCE MANUAL pet UNIFORM TRAKIC CONTROL 0[v CEsSECTION B-8FDR StREET• AHC MIGNW4TS ANC iNt pREGON I' �ANlTAR'i EWF.kF SUP►Ll4EN' 4 ,a e3F BARB-WADES 1 . ALL SANITAR'i "EWER r' IN;:rRNCTION ANP ALL MATERIALS SHALL CI)N- r•03TS n eC-I GARP ;ADC DESIGN FORM WITH THE APPLICARLF, SECTI01,15 rIF THE CITY (IF Tl(IARUS @C.• BARN -ADC A•P, CTAT ITh t;7ANUARi' SVECiFICATI'N1S FoR I'UIILIC WVkK:' C'o"WITRUCTION ALL BACK.F11.1 1N THF. PLiBLI,' RIGHT f1F WAY SHALL BF. APPROVF.Pt•� 3 AL. MA-[N ATS ANC wCRFwANS••1• SHA-, BEN (iRANIILAR BACKFILL END VIEW ACCORDANCE WITH TML CURREN• STATE 0. OR[GONALI. SERVICE LATERALS Tf! PF ' ?N",Tf2UC7E1' AT A HINIMI'MSTANDARD SPECIFICATIONS FOR NWT CONs7RUCTION 1/4 PER Li NEAR FOOT. IINLE':: ,ITHfiRWIGF, R}ii)WN ON THF. ['i.AP!. anA1N A0E •IDCMOUTFACE o• CURB I l0 PLASTIC "I SFWFR PirF SHAL1, BE Pf)t1YvlNYL CHIJORInF (rvr) CON11701111TN'. T(S iR PIP[ r/(bU►LING ASTM P 1034 ANP ASTM 7R9(T l ; WITH RNPHF'R RINI; GASKET;; nk �`i'� Rtc[suo AREA - TIFF of■a Nf,}tETE :F WF:k 1 1 rF CUNFOkHI N(; TU ASTM t: 14, CL W]THCND D-104 FOR D[TA,L1 a r/B 4-' 1 BARRICADE DETAIL RI'PBEF: GASF:FOWN TYFE JOINTS CUNFURMING TU ASTM l' 44? UNLESST,NC NO 3 I SEVEN Ia0 3 BARS$ AT 4_OCR,[s To WTD+ n•re tr►[ OTHERWISE SHOWN net THE FLANL'•4 AN AIRTEST6 7 V (PFTA) REFIIRT SHALL BE PROVIDED TO THE 'itCITY (UF THE EXIST MAINLINE ANU NEW C'UN:ITRUCTIUNr F(,R REVIEW A1:T� AF'PkOVAti T( THE ' PF.I CIf-: T''I ''ONNEr'T!nt1 '1S, HIIII,D1N(3S '_ � Roro - '� "ANI1 A :" f, W S "T"M I F THE ('I :' (' I S Q l, r F. ER Y. E TY I N fl� TOk RE0 I RE I T1�6c Rt .T I% fR'C2�ICc'D V=CV. pIE�IIF MAM `It 41F ILISTAI.Lft MA1TF WA:Ek ! 1 NF:�_NCPMAL SLOP[ Ai I WA'(}F I ItJ} I.1)N..Thil11f+ t GI rL,�FILLIFA MATERIAL -SEE 7< P•vErENT � I a N ANi ALL h1A'I.:til,1 HALL, MEET Jk �Y.. -_ fI NtTE I, DWG NO D••,ol r' .,.�`i..�.�� _ • " • I ,•4� SF'} 'IFI(:ATIIIN. OF THE 11AY'A1, WATFF "1:1TRI('T •yi t N - x rAt T kR AS T pr S E TNR 4 LL__ �i _-� QX L E EAS �-- -r -T- -_��- I - 'T�1 -- � I (. t,n !r: f.c i IPF r.; , ;.c I,IIr'T11,11 1 to I .'_. WII'll TTI 111 I MTTK REIIAP TC BE USED With RECESSED i \,,`13� ,�„� t I LArmNe I 1• AL!. F17T 11• ;, lin' i II I' CUI•R INLE' OIILY SEE ?M; INC C-IG• 1 •s I a I �'='' , >uA stcTloR _ T' NF MACHAH A1. 1PJ1'� C(aNFnRMit1. FOR FRAA4 KTAIL SLE DING Me 0-02 2;• I * vtQC y RESURFACING / / / Ar: r t---{ = I eAi[ COURSE E X ¢ �• FOIL C@lAtt CCT•JL SEE rwo NC D-103 l- y --- - ✓... _ •--� 1 fr, I'i C 1'; •. r,. n � rnn(,I r III Akkd, I:u AU11 :Iir.� I. !'I A, 1 L',.rl �. - r<,A sf-Tlo« i e E �3.� � I NO 3 SARs -- --- ' ' ' ' ISI CLASS A r. L 1I F :'.NAI' h, "I I • 1 , I � �� ' @AcrnLL '7S, !• Mit:ltt r! :I,F 'IFA � i� F11�11 F12;::•l� I SE[ Hoar -�-1 I , I FOP USE ALONG MEDIANS, GUTTERS MAY BE REDUCED wltH PRIOR • ••• / �RrI!'F A!A TFF 1F'iI'.1 . 1•;LH„W' ANU ''IfAh;F.: IN Ui1tFf"Flol: ca PLAN 4 CAR DETAIL I APPROVAL FROM IMF ROAD ENGIN(r N „ I(G -IIAY 11 4 1'F1:) FE:: ,I(- 100II 1 F:i "dIALl. PF. .:Fr I,FrF.r., I . /1' 7 CONCRETE TC HAVE A RRFAKINC STRENG'" OF 3000 PSI Ar TCR Te DArS r PI;•F'lli�"FI ;I,'.,UN1 A� `'!i' het (114 7IIF I,F,1'All. SHKFI t1k Al't ' f } Culla T LlJ ! 3 EIPAIi IDN JOINTS r •. AL'tEhNA1 VF. ,.TOP OF IAV[IIENT ,- I I A, A TC BE PROVIDED CLASS @ • ' ' /// U r 1) AT EACH PAINT OF TANGFNCT Or TME CURB 3/4"-OeRAAIIJLAN / AI,1, BA('KFil,l, 1N THF Fk(,I'n.1F.11 kr)APWAY AkFAF SHALL PF API I,IIVF:P LJICNFILI. • • / / (;I:AN,)l.ill MATFRIAI LJ --• - 2! Lij AI (ACM Bole Joull '.� • / � a !1 AT (AEN SIDE W WIC' BIRUCTURES11111N ('1N1i'LF:7r,,N ,F Ii1S1'A1,11AT1 'I. '1S, WIFE: WATER Y:;TFM. AL1, _MIN I •1 A7 EACH ENo Of r,RIVEWArS \ , ( n --- - - -- _ •'• �, y� L I NF. :.IIA'•! HF F L1i,;HEP Atl11 P1:+1 NFE(:1'EII IN CONFORMANt:E W 11 H U / w AT LOCATIONS NtLts)AR. 1O LIMIT SPACING TO 4,+ FEET ''I FIRIAL IIF;AL'fll iIIIISiCIN ,;IIIHF,LINF.v r MED IOL I I @a• •« • WITH A iMICK•7te@ ofTO BE 1/2 INCH•ATIPHAIt IMPREBNAT[L',NON[RTRUDtNa, �— •v •. W ( y,l 1 : • •a e • ., ' i, • i WATEP L I NE CONRTRUf'T I ON :;HALO. ,'(.,MF'I,Y WITH kF1;Ill,AT 1(IN (IF THF _J • CoA SPACING rotNIS at ti c • : ,TATE b,.1l1HI' OF HEALTII ANP THE DEPARTMENT VF FI4Vi)i0MEN1AI, _ '►� ,,ARIABLE A SPACING TO •E Not MOhf THAN I� rt[T �i '•' ' e•• c gllALl T1' R6(3AR[II N(; THE LtM'ATi"N ANI` t+F.PAkA'flnN CTS, wATF.k L1NFti r •• N ANII SANITARY SFWF.k I,i NLr Q e THE DEPTH Dr 1N[ .JOINT 3NA11. BE AT LEAST 112 INCHES • •e IV'INN lD 1 SCE dN • • D PROJECT _._ _.__..__ - - r -'�- (/ •LANs I @est RocA 2' o pR yI'-o ee COMPACTION BAs[ ROCK SMALL BE 70 • • H ALI, WA i KR At 111E 1 ATEkAI,I, It 1 HF 1 N:1 Al,1,E11 Hl ME:'F7.11ER WATT k - I I SECTION B—B S.IAGRAOC M ITRCEI STRUCIVI(E ON 4" IN OtPTN WHICHEVER IS GREATER - _ I ' z 4 • � ••' T •.� UIF;TItIt"f 1'nN71tA('1�Ik TI' t'IRiRUINAi'E NIS,; ACTIVITIES WITH THE I' HOOK BAR a [)"NONAGE RLOCKOUI . 3"DIAr[TrR PLASTICfr7( $ a UiSTkir'I F+Ik iNSTALLAli(IN PRIOR To I UAVING LIA A 1 P IL rSTIC FI►( wITM CMIh INC. O e• • ••• • • _� �- p NOTES 1-_ L_-• • ��L� F APPROVAL'; L•_\ �- �� ---- DETAIL B DNAINA Gt ACCETIf 7NROUBN[KIShNe CLINKS 3NALl YF [ORI DRILLED OR(.URB U r I NO SUMO ALLOWS[ TIAs CUT V[RTICAlIr 14EACH NnL Or OIIAIN AND RI►UVREO TO FULL DEPTH Or CURB 1 :T I1iN:I' I''AN, I'HAN';F. 1 THL.E. F LA11:' MLI; 1 HF: A('1 Rf LVE! by TNF. R -'----- -- 2 6•itER Or IN" TO I' 711 Illi IN STRICT AREAS NYE AN&I 1 1, I FACILITATE rORM Rf1ADvA, L1/@/w If AAAINr CUR@, FILL NOCE To r T.• I/LWILL •[ ALLOWED BAC•or@/W t'1'fY F.N';INKFk PROOF 'III IMI'IJFMF'N1'A11014 J SECTION A—A 3 TOP U wL(r NOL[ It OF@/9 Of MYAwLTCMI FILL OWN AT w•aR•D[ TI'BACNFOONCMN@ 1,uNTIiA('TUR 1'tI ArpIIiRE AlAI J. kFu11IkF.l' 1'FkMITG BEFORE WIIHMI11u IN 141HLIC Rl(11ir (1} WAY SFIEET CURB DETAIL o TRENCH DETAIL ___ �OVERSIi� ED -- CATCH _ BASIN INET DF ASHFORD DAK'S 4 FII O ,o,�,,,,,�•,,,,,..... ..1...).:.-+�• .eP '.u:-: .1..rrxnw.�� p.•... 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N14 Salem, Ore. 97304 , November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Fxcavating TnEpecting Agency: City of Tigard; Micheal Mills Inspecting ser-.rice: T.V. Inspection Station Discription 12-C-43 to 12-C-44 (Clean out) 12-C-43 Typical new construction manhole apparently ready for service. 30; New construction 4" lateral left. 81 ' New constriction 4' lateral left. 102 ' End run. 8" clean opt. 1754 Chukar Ct. NW Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Seriice: T.17. Inspection Station Discriotion 12-C-41 to 12-C-814 12-C-41 Live, new construction Manhole in goad working order. 0'to 410' Typical new construction 8" PVC pipe with no laterals or abnormalities noted. The li«e was in service at the time of T.V. inspection, and normal sewage was noted through the line. Note Because of poor image quality beyond 400' . Pipf from 410' to 494' (end rin) was T.V. inspected from station 12-C-814 to 12-C-41 as fol.lowci: 494' End Run. Begin 2nd T.V. Inspection, to a point 120' "up the line". No laterals or abnormalities noted. Camera was then pulled "Down the line" to station 12-C-814 12-C-814 live, new construction manhole in good working order. 1st T.V. 12-C-814 410'-------=------------------12-C-41 -----••----- 36' overlap 2nd T.V. 12-C-814-----------------------374' (Camera returned to 12-C-814) (170') I /L)4 Gliuka r Ct,. NW ` Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Station Discription 12-C-41 to i2-C-43 12-C-41 Typical new construction manhole apparently ready for service. 504 New construction 4" lateral left. 52' New construction 4" later,-1 right. 103' New construction 4" lateral right. 106, New construction 4" lateral left. 150' New construction 4" lateral right. 157' New construction 4" lateral left. 202' New construction 4" 1pterpl right. 215 ' End run. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-43 Typical new construction manhole apparently ready for service. revtge�l 1-ti-N�� i■n w w w w w � CIIYOF TIGARD OREGON December 27, 1988 Mr. Kenneth L. Waymire 8735 SW Curry Dril►e #B Wilsonville, OR 97070 Re: Ashford Oaks Subdivision Dear Mr. Waymire, Enclosed please find the receipt for payment of the additional streetlight (operation & maintenance) fee, for said subdivision. Sincerely, John S. H3gnwi Engineering Technician jlh enclosure 13125 SW Hall Blvd.,P.(--),Box 23397,Tigard,Oregon 972-23 (503)639-4171 C Y'r%Y DF TIC ARD RECJ71PT OF:' rlAYr,-l'F---NT R C NU DO 10 1,7�75 CHT: cJ` AMO"ON 103. 68 Wi:iVERLY C-N-ME TTIOXTION CO CAt',H AMOUIT no +R S: 67; --,S SW CljPPP E)R OU-bONVILLE.. CIF' —0-70 A!3HFOI-eD OAK'S SIJEQ)jVjEl(Y,l OP PAYMC-147 F41CIUHT PAID OF PAYME"ITT Apioui\rr r-F;m LIGHTINO FPEFS 10;' . 68 MW,W. "O.Al ANOUNF FoAlD 10 ib6 WE John S. Hagman WAVERS( CONSTRUCTION CO. City of Tigard KENNETH L. WAYMIRE P 0 Box 23397 8735 S.W. Curry Dr. #13 Tigard OR 97223 WILSONVILLE, OR. 97070 (503) 694.5505 Ashford Oak.. ubdivision 12-24-PP, You will need to send us the non-remonstrance form so we can execute it. RECEIVED DEC 28 1988 commarIty 0,414,0rc.:i Roberta Waymire - 0985 (iEC „4W 440 R&rbcllkwg SEND PARTS 1 AND 3 r'OLY PAK (50 SETS)AP440 PART 3 WILL BE RETURNED WITH REPLY Mike Mills WAVERLf CONSTRUCTION CO. City of Tigard KENNETH L. WAYMIRE P. 0. Box 2:J397 8735 S.W. Curry Dr. $k8 Tigard OR 97223 WILSONVILLE, OR. 97070 (503) 694-5505 Ashford Uaks mailbox plan 12-15-88 Enclosed is the revised Ashford Oak;+ mailbox plan. RECEIVED DEC 19 1988 cone o ftmwmm Roberta Waymire 9973 ,.4W 440 SEND PARTS 1 AND 3 POLY PAK (50 SETS)AP440 PART 3 WILL DE RETURNED WITH REPLY a8 o I (— .ago ... p OZ in tl co 34 � fib Ei � rx c6— I to 5T, iso g 'Wa NOlsdnHl :M"S - _ -� ui 5'30 ,'sed 1 � — o 04 I Q j ell WV' Q t- /S363 i aCL o J � P ap NU, r, • �, ct� tan• ; r U ij3g/ r� �ti a/540� N cr 1 J S♦O� } N A li - - _ - - - - - -- - - 39aldlHdd Is 080A d VA, 3bnlnA �aI � I OD 0 o � b TM ,PTFS rosr,�_ UJ o _ N Z m MODE OF DELIVERY AGREEMENT `. PORTLAND DIVISION 97208-9998 NAME OF PROJECT ZIP CODE REQUESTING OFFICE -- IJ - ' '' ROUTE# _ ADDRESS OF PROJECT -- i IS THIS PROJECT: NEW CONSTRUCTION M' CONVERSION ❑ Proposed Occupancy Date: _ --_-_- - Type of Project Deliveries Type ("A Quantity Equipment Needed F1 Office Bldg. ( Floors) - ❑ Shopping Mall - - - Cl Shopping Center - -- -__ C7 Apt./Condo (_-_ Floors) - CI Townhousas - 0 Single Family Homes ❑ Trailer Park D Other(Specify) _- DELIVERY OPTIONS Delivery Wall Other Canter NDCBU Mailroom Boxes (Specify) Presentations Made Method Chosen Who will install equipment? Who will issue the keys? 'Note On all multi-tenant deliveries management agrees to change locks as needed. (Locks will be provided by the U.S.P.S.) Will manager dandle parcels? Yes O No F4 Will manager handle accountables? Yes ❑ No 17 Comments: This No► :e will serve as an Agreement/Letter of Consent to the U.S.Postal Service for the placement of Centralized Delivery Equlpmc it at the location stated In Comments. I ACKNOWLEDGE THAT ALL MY Ole I IONS FOR MAIL DELIVERY HAVE HEEN EXPLAINFD TO ME USPS REPRESENTATIVE: PROPERTY DEVELOPEn/MANAGER/OWNER NAME: - •' r 17 ' / / NAME-..--- TITLE AME:_--TITLE - _ '„ , TITLE: SIGNATURE. ., .. _-<< I- j _�_ _ ..-;� � SIGNATURE: U e_,.�-w �..✓'•-� .- TELEPHONE M TELEPHONE#_�� ' DATE DATE: I 6- _$__ While Original(USPS) Canary—2nd Copy(CUSTOMER) CITY OF TIFA 2D OREGON December 14, 1988 Portland General Electric Co. Western Division 14655 SW Old Scholls Ferry Road Beaverton, Oregon 97005 AT'rN: Mr. Jim Rvan RE: Ashford Onv-s Subdivision Streetliphting Dear Mr. Ryan: This is to acknowledpe than the City has found the ntreetiight iestallation in said subdivision to he satisfactory and, further, to acknowledge "uthorization for PCE to energize the eight (A) lig,tts therein, under Schedule 91, Option nBu. Sincerely, 1 John S. Hagman engineering 'Technician ke/R425D c . file Ci tv Acco,mtant R. J. Rouse Electric, Inc. Mr. Kennoth L. Waymire 13125 SW Nall Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 — ---- CITYOF TIGARD OREGON December 13, 1988 Mr. Kenneth L. Waymire 8735 S.W. Curry Drive #B Wilsonville, OR 97070 Re: Ashford Oaks Subdivision Dear Mr. WayTire, This is sent to'�emind you that since eight (8) streetlights were, irstalled in Ashford Oaks, rather that seven (7) as criginally estimated, it is necessary that you remit a check to the City for $103.08 to provide for operation and maintenance of the additional unit for two years. Also, for your information, I've processed an order to Co. to initiate energization. 1� Sincerely, p/ 616 I .john S. Hagman O^� ✓ OCG Z� � �/L Engineering /� �1 C' �' ZAVG�%o� A0 00 / 9i35$`N q4`�500 c r 8 Z P 40A►0140 OP 0 Oft to SOIL x ng° 061 5 2..• / "•13 20 13125 SW Nall Blvd ,P O Box 2.3397 Tigard, . Uegon 97223 (503)��39 4171 ---_--— CITY OF TIIFARD OREGON December 13, 1988 Mr. Kenneth L. Waymire 8735 S.W. Curry Drive ##B Wilsonville, OR 97070 Rea Ashford Oaks Subdivision Dear Mr. Waymire, This is sent to remind you that since eight (8) streetlights were installed in Ashford Oaks, rather that seven (7) as originally estimated, it is necessary that you remit a check to the City for $103.68 to provide for operation and maintenance of the additional unit for two years. Also, for your information, I've processed an order to P.G.E. Co. to initiate energization. Sincerely, i� rJohn S. Hagman Engineering Technician --- 7- ,rte jlh 131259NHall Blvd.,RO.Box 23397,ligard,Oregon 97223 (503)639-4171 --------- CITY OF YIOA RD OREGON December 13, 1988 Waverly Construction Co. 8735 S.W. Curry Dr. #B Wilsonville, OR 97070 Attn: Mr. Kenneth G. Waymire RE: Ashford Oaks Dear Mr. Waymire, In reply to your request for information, the fallowing items ne-d to be corrected or completed: ' 1. Regrade slopes at the intersection of Ashford Street and 79th Avenue (2:1 max. ). de-Ke- v 2. Relieve trapping of water on the west side of lots #6, 7, and H. 3. Install the mailbox clusters. 4. Subn it the non-remonstrance agreement for future improve- Hv�c.rG.4;7 �uMQ�u ment of S.W. 79th Avenue. �"""'� I z 3 S9 5 l�`�t' I'�L�� 5. Submit the project engineer's certification form (copy d�TM enclosed). 6. Resolve sewer issue addressed by the enclosed letter (copy). Upon completion of aforesaid, I will proceed to place the project onto its maintenance guarantee period. 'TheLeafter, all that will remain to be done, is installation of sidewalks and street(s) ovetlay. Sincerely, / 1 John S. flagman Engineering Technician jlh enclosures 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — -- - - --1 C17YOF TI17APD OREGON DecembPx 13, 1988 Al Rossmeisl TAD Construction 1754 Chukar Court NW � Salem, Or 97304 + RE: Ashford Oaks Subdivision � TV Inspection Report Dear Al: We are unable to accept the beta tape and T.V. inspection report. until a few items are cleared up. Please correct the following items: 1) The service laterals are 4" not 6" (as shown on report) 2) The line from 12-C43 (manhole A-1) to 12-C-41 (0+00 manhole A-line) is in the written report but not shown on tape. 3) The line 12-C-39 (2+20 manhole) to 12-C-40 (0+{Q;; rtianhnl a B-line) is shown on the written report from 40 to 39. The tat I fran 39 to 40 and the main line is skipped between the lateral at 66' to 1151. Also, the tape stopped short at the end manhole. 4) The line 12-C-41 to 12-C-814 (494' on 79th Avfime) should be shown as one continuous run o:, the tape. If you have arty questions, call 639-41.71. Sin!rr_r�ely, Michael Mule Construction insoector i CC: Waverly Construction Co. I�Qr[ 13125 SW Hall Blvd„P.O.Box 23397, —_J Tigard.O►n..gon 97223 (503)639 4171 — A A� r°e{ , �� z.-�t� Gti 4 r V I _ tl µ +ar+ w�,,��"Sl'�tl+My b"'n yl�la a .. �p� w.�b•;+IwG � � w NMxp iII Lw- 3 . Deed of Trust, including the terms and provisions thereof, given to secure a note, Amount: $390 ,000 .00 Executed bv: Waverly Construction Company, an Oregon Corporation Trustee : Stewart Title Beneficiary: First Interstate Bank of Oregon, N.A. , a national banking association Dated: June 8, 1988 Recorded: June 13 , 1988 Fee No. : 88-25119 Records of Washington County, Oregon. (Covers other property also) 4. Waiver of remonstrance and con .ent to local improvement, including the terms and provisions thereof, Filed by: Waverly Construction Co . Dated: July 13 , 1988 Recorded: August 29, 1988 Fee No. : 88-38259 Records of Washington County, Oregon. For: Street improvements 5 . An easen.,�!ni , as shown or: the recorded Plat, Filed by: Waverly Constructio.i Cn±npany Recorded: Sep,-ember 14 , 198P Book : 67 Page : 32 Plat Records ^f Washington County, Oregon. Affects : 6 feet along all front and rear property lines For: Drainage and utiliti.es 6 . An easement, as shown on the recorded Plat , Filed by: Waverly Construction Company Recorded: September 14 , 1988 Book : 67 Page : 32 Plat Records of Washington County, Oregon . Affects : Westerly 15 feet i . Covenants , conditions , restrictions and reservations in Declaration , including the terms and provisions thereof, but omitting any r.nstriction based upon race, colcr, religion or national origin, Filed by: Waverly Construction �-umpany Dated: August 1 , 1988 Ra corded : September 14 , 1988 Fee No , : RR•.41005 Records of Washington County, Oregon. NOTE A: A Real Property Transfer Tax will be impr.sed at the rate of $1 . 00 per "-1 ,000 .00 or fraction thereof of the selling price based upon the provisions of Washington County Ordinance No. 289 , effective May 3 , 1984 . NOTE B: We find no unsatisfied judgments of record against the parties herein described as of the date hereof: JAY MILLER BUILDER, INCORPORATED, an Oregon corporation . Report No. 34-141179 MW/bja Con ' t Preliminary Report Only DEC2 ( ' 88) e 000 4��,v c- Poel•h"►OYIMp regYNf pW 7e61 ROUTING - REOUEST Please EJ READ To 1.�1 1 ❑ HANDLE ❑ APPROVE and — 1 ❑ FORWARD 11 RETURN U KEEP OR DISCARD , �� Ir. 1-f r ❑ REVIEW WITF. ME L /kms i Doled From DATE 11/29/88 1 1 URGENT R. J. ROUSE ELECTRIC 'IC. ''��,` I I SOON AS POSSIBLE 16320 S.W. Parker Ro. EI NO. 3 I 1 NO REPLY NEEDED LAKE OSWEGO, OF,EGON 97034 n<<�(; ` J J 'e�rENRON Jahn Hagman Phone 635-2824 , ,,suajEcT Ashford Oaks St. Lighting City of I-gard P.O. Box ,?:3397 Tigard, Oregon 97223 MESSAGE St. lighting for the subject job has been completed. Upon your acceptance, plersr send a copy of. your acceptance to our office and notify PGE to energize. SIGNED REPLY r) w 'VArE OF R&ILY SIGNED �g i / 1 �cri� 11�StM-��'ta 1 r / C � � � Jus�r►�en oT rHor�NKr��exs� � . � c� I 1754 Chukar Ct . NW Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V- Inspection Station Disc riot ion 12-C-914 to 12-C-814 12-C-914 Existing Manhole in good state of working order 0'to 165 ' Typical new construct;.on 8" PVC pipe with no laterals or abnormalities noted. End run. 12-C-814 New construction Manhole app.3rently ready for service 1J h 1, Salem, Oro. 97304 November 10, 1988 Pre ject : Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Station Discription 12-C-41 to 12-C-814 12-C-41 Live, new construction Manhole in good working order. 01to 410' Typical new construction 8" PVC pipe with no laterals or abnormalitio!; noted. The line was in service at the time of T.V. inspection, and normal sewage was noted through the line . Note Because of poor image quality beyond 400' . Pipe from 410' to 494' (end run) was T.V. inspected from station 12-C-814 to 12-C-41 as follows: 1+94' End Run. Begin 2nd T.V. Inspection, to a point 120' "up the line". No laterals or abnormalities noted. Camera was then pulled "Down the line" to station 12-C-814 12-C-814 Live, new construction manhole in good working order. 1st T.V. 12-C-814 410'--------------------------12-C-41 ---------- 36' overlap 2nd T.V. 12-C-814-----------------------374' (Camera returned to 12-C-814) (120') i I i i:)4 Ghuka r Ct. NW Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Station Discription 12-C-41 to 12-C-40 12-C-41 Typical new construction manhole apparently ready for service. 0'to 203' Typical new construction 8" PVC pipe with no laterals or abnormalities noted. 203' New construction " lateral left. 251' New construction " lateral left. 411' End run. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-40 Typical new construction manhole apparently ready for service. 0 1 / 4 Chuka r Ct . N14 Salein, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigaid; Micheal Mills Inspecting Service: T.V. Inspectior Station Uiscrioti.on 12-C-43 to 12-(:-41 12-C-43 Typical new constriction manhole apparently ready for service. 13' New construction 6" lateral right. 58' New construction lateral left. 65 ' New construction 61lateral right. 109' New construction ' lateral. left. 112' New construction " lateral right. 163' New construction " lateral right. 165 ' New construction 6" lateral left. 215' End run. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-41 Typical new construction manhole apparently ready for service . 1754 Chukar Ct. NW Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agene;,: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Station Uiscription 12-C-43 to 12-C-44 (Clean out) 12-C-43 Typical new construction manhole apparently ready for service. 30' New construction 6" lateral left. 81 ' New construction 6" lateral left. 102 ' End run. 8" clean out. 1754 Chukar C_ . NW 'algin, ore. 97'304 November 10. 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Michaal Mills Inspecting Service: T.V. Inspection Station Discr.iption 12-C-43 to 12-C-42 12-C-43 Typical new construction manhole apparently ready for service. 50' New construction 6" lateral left. 102 ' New con ,cruction 6" lateral left. 159' New construction 6" lateral left. 161 ' New construction 6" lateral right. 213' New construction 6" lateral left. 242 ' New construction 6" lateral right. 271' New construction 6" latera left. 298' New construction 6" lateral right. 308' r_- Run. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-42 Typical new construction manhole apparently ready for service. AL Z�MMAAILMWAMLPMULPIM 1754 Chukar Ct . NW Salem, Ore. 97304 November 10, 1988 Project: Ashford Oaks Contractor: Schmidt Excavating Inspecting Agency: City of Tigard; Micheal Mills Inspecting Service: T.V. Inspection Station Discription 12-C-40 to 12-C-39 12-C-40 Typical new construction manhole apparently readv for service. 3' New construction 6" lateral left . 25 ' New construction 6" lateral left . 66 ' New construction 6" lateral left . 115 ' New construction 6" lateral right . 118' New construction 6" lateral left. 164' New construction 6" lateral right. 169' New construction 6" lateral left . 2i8' End run. All pipe between laterals was 8" PVC with no abnormalities noted. 12-C-39 Typical new construction manhole apparently ready for service . I r'ost it"routing requr t pert 166A ROUTING - REQUEST Please CJ READ To MIKE + ❑ HANDLE 7 r — APPROVE Yrl� Ot and — C `- ❑ FORWARD d` �VK1SIT11N_—C ❑ RETURN _4 -gale.% ❑ KEEP OR DISCARD }C N ❑ 1R11EVIEW WITH ME �► � � � Date�_� _._ Fmm—_ \ ►_ __ � - WAVERS( CONSTRUCTION CO. KENNETH L. VVAYMIRE 8735 S.W. Curry Dr. #B WILSONVILLE, OR. 97070 (503) 694.5505 Mr. John Hagman City of Tigard Ashford Oaks subdivision 11-7-88 Will you send us a check or punch list of any items requirarig correction on the Ashford Oaks subdivision, please. We are preparing to ask that it be pilt, on the maintenance bond and would first like to make anv required corrections. Roberta_Waymire 0933 lrsED1.FORl"1„ 4W440 ---'-- ------ -- trstrb'unksf SEND PART'S I AND:1 POI Y "AK (5(j SETS)AP44rr, PART 3 WIU. BE RETURNED WITH REPLY Ic Mike Mills City of Tigard 13125 SW Hall Blvd AF Tigard , OR 97223 WWamette C A B L E T V Ref : Ashford Oaks A DIVISIO I OF COLUMBIA CABLE OF OIic Dear Mike , Per our --onversatioris on Friday . October 28, 1988. I made contact with Jay Miller , who is the general contractor . then with Ken Waynmeire , who is the de\,eloper • Both were very re— luctant to address our problem at Ashforrj Oaks . They both admitted not contacting our office to inform us of closing the trenches at lots 11 and 16. In fact . we only found out the trenches were open from PGE . We sent to the City of Tigard . on or about February 5, 19;L. comments noting the need for notification of the opening of the Utility trench and need for two 2" pvc conduits at ea,.h street crossing. Therefore , we ask for your assistance in resolving this pro- blem. Thank you . sincerely, Craig A. Eyestone Operations Engineer cc FS 14700 Southwest Bngadoon Court Beaverton,Oregon 97005 (503)644-3188 HARRIS - MCMONAGLE ASSOCIATES, INC. 12555 S.W. Hall Blvd. Tigard, Oregon 97223 Telephone (503) 639-3453 T - R - A - N - S - '! - I - T - T - A - L October 12, 1988 To: John Hagman Engineering Department City of Tigard From: iim Harris Project : Ashfor,' Oaks Enclosed -.re the "As Built" m} lar plans for the Ashford Oaks subdivision ioprovements . --- ___------------------- `�Y� toy h C'TfOFTIVARD August 24, 1988 OREGON / Portland Ger-eral. Zlectric Go Western Division 14655 SW Old Scholls Ferry Rd Portland, OR 97007 Attention: Mr. Michael Strubel Dear Mr. Strubei: F.irlosed please find one copy of plan sheet #3, which as been revised by Harris--McMonagle Associates to reflect your recommended streetlight layout for Ashford Oaks Subdivision. This revised sheet is now approved and is to be substituted in the plan set in lieu of the original sheet. Very Truly, �1 John S. Hagman Engineering Technician ht/6667D Enclosure cc: Harris—McMonagle Assoc 13125 SW F1all Blvd.,P.O.Bcx 23397,Tigard,Oregon 97223 (503)639-.6171 - - --— - —- -- HARRIS - McMONAGLE ASSOCIATES, INC . 12555 S.W. Hall Blvd . Tigard , Oregon 97223 Telephone (503) 639-3453 T - R - A - N - S - M - I - T - T - A - I, August 18, 1988 To : John Hagman Engineering Department: City of Tigard From: Jim Harris Project : Ashford Oaks Enclosed are three copies of the revised Ashford Oaks Waterworks plan which reflects the change in street light locations to conform with the latesu PGE plan which you forwarded to me. Moving the street lights made it necessary to also move some of the water services ana mai ] box clusters . 1 nn uJ df r ua �. t'1 � C) TQL' L� � � rL � iI SIR iflt� CU c ; tzf O �` ,� �� I-a rI ,�inul I— U �t Ca ) a tl tt) x 't_ nLd 111 �Ic_ J64 3,- Irl zh ;Jl � u uO« (� Jl (D ►- gin t� urLn to � > T In �I n :J1I-D .•-b - 1 II� L171-8 sz -7A V M S 7Z �1 111 I '�r-AIM ')ns ASNt'► e-7 02 stn ..-b-I n1kJ� eya M7 115NI IIII n 1, N to :nthll.3 AU7an ^. nJ,,7d t• _ o wry ~ J U I� fi in t!I En? a- N 11 nlc� j �� (J �� - -- Tom .•: .!1 $ w x0 O > ~z UJ M 1 w ►— D r) Q I gym :i 0 �r fj_f d v i�1 J (� C- 0k� LU, I 11 _ r cl`a 94vkk Ak1J 0.1 M- M W� --+ U w ky m > d -A1.CJ W ox. } > Q �" t w _ W �ii v � r I f > 111 I w) J J z(1)ki) 5� I nQ.3 "r I � raj W N U V, C!- � A s, I l nih DP) I' Z Vim, ri ID j SII C' tl- ►- F-- n r . Q LU C `� 1- All to r \ I 1 I I cry LLJ CL Ia QNO)Eli Jild J 0,OS 151 I� I 1 •T s- �[ n,OL, I-SNI 2 I> w> sJKAWWK CITY OF TIFARD August 16, 1988 OREGON Harris-McMonagle Assoc 12555 SW Hall Blvd Tigard, OR 0,7223 RE: Ashford Oaks Streetlighting Dear Mr. Harris: I've received the enclosed layout from Mr. Strubel at PGE Co. and, since tt differs from the one shown on the project plan, am routing it to you. As you know, it is our policy to utilize PGE Co. layout recommendations to assure meeting IES standards and, also, to assure having the necessary voltage at the design delivery point. Therefore, please contact Mr. Strubel (643-5454, ext. 233) and endeavor to resclve this difference in design. Sincerely, / John S. Hagman Engineering Technicipn ht/6529D Enclosure cc: File �� 639-4171 --- ---- -��_�J 131?5 SW Hall Blvd ,P 0 Box 2:,397,Tigard,Grego- 7223 (503) o o 3 3 P.l'11ca M ° •' '� `, M 3 Ob,L0.99S tLn O m co O ti .�. 4 .00 °• aNi °o o 4 ' X 0 - O N N W .. �u .p9 S S Z6'LZ .00'OS 09'06 r y. 2. � bg'9•.lA 3'.Sb,b£.9L-S .o N -aIC N_OlSLinHl'M'S_` ai► £2'28 0 h (11 Q .T6 ,OL'491 0 CJ �Nm � o .V3g �� 1 ;bZ'9Z ,00'05 90.56 0 3'•Ob,L0,99-S`- © :L- vi m w 3 ° z . N .00'06 ; K -J N bO 00 N 2 Q iD 'd N O N ° O C: � z �J 'n IN 52 '- ° ul In Q q ti O r tn W Q In �3'.ob.L0.9B-S .P•1.g01 ` " z p 00'06 00'b5 00'05 .2b'bS O CL is M-.Z6,Zb.9,-N M- ',Zb B6'N v 0 t .0001 w Zv 91� Ln i In W -. In In c c w �'3-.Jb,10,99-S i- PO i-N in N r Ki w k In vl N .., n to . .J c S N 00'06 in oo N m;n �• > t0 f ;n In 61 ' ui in 100'01 ,t 3-.Z6,Zv.98-S o Z Inn l�13 M.Z£,Zb.B9N t0 V �7 3-.0'nLo.99-S 0 /w3 •� CID 00'06 N o o. N ___1 c vi o w 3 w In a1 2 N' I. ..0, . En 7 . Ln .'t In to 5 3 ,� N m 'r I w N m O in in 0 min' in (Y iu -3-.Oirlo,99`S Z v1 M:Z6,Zb;9BNi c c C• ;n V,�06 _ .00'0L' ° 100'04OTOStl'bS Z vt0i r j 3.*A2ip'.99S 3:Z6,Zb.99Sin Lri P.1°tDb r �C l,.. N In 0 W W M1 O•� a)r Y ' 3-.Ob.L0.9B+$ ca � 00 N I` 00 N 0� � v N N rr ,00'06 r` (+J O N C ';= N 0 q tD 0 s 0 O V . a, o rn Sz 0 Z Z o �. w AM O ,5Z• O N fV r ' .. N' JOIn '05 50'06 `L� J rjn �^ r` h- yo W Q 0 Q u w S Z K-¢ _ _ 7o0i �� a 66 4 ,LI'A 1S QaOJHSV M'S N .49 N N v 7� Y05 AG �• .O " 'OS 00'05 .0005 99'05 0 ° a•m N• 0 I-m C Ip K -i 4 Nb N O N O N °O N 00 in w N N io X% o i oto o N r c N omm ag o ° cco ° 0 0 CJD C4z i z z i I o z a .OJ'OS 00'05 .00'09 00,05 00-o5 N 00'OS3 M "•db.99-N OZ .OZ J uj N��;• Ln i ,:.. - I; .*Ism r HARRIS - MCMONAGLE ASSOCIATES, INC. 12555 S.W. Hall Blvd. Tigard, Oregon 97223 Telephone (503) 639-3453 T - R - A - N - S - M - I T - T - A - L July 14 , 1988 M 1 kL To : John Hagman ?��s is nPProved Engineering Department ,P1�=�� ~"1`*. City of Tigard ` z�rex "%$ pry IPASA. From: Jim Harris THIS IS wtQ1.1L _� �rY Project : Ashford Oaks As I am sure you are aware, the existing sanitary sewer in S .W. 79th Ave. is not exactly where it is supposed to be and would be difficult to extend . To correct the problem I recommend that we construct a manhole over the the end of the existing pipe. Enclosed is a red lire plan of what I have in mind . One of the side benefits of installing this manhole is that it was easy to change the slope on ahead from 0 . 004 tc. 0 . C.06 . I have instructed the Contractor to proceed with this change so if you have any problems with it please let me know right away . --.� LO a 3PP►vve 41% P� Q Juno 22, 1988 C1IYOF TI RD OREGON Waverly Construction Co 8735 SW Curry Dr. Wilsonville, OR 97070 RE: Ashford Oaks Subdivision Dear Mr. Waymire: This is to verify, per your request that: 1. Each lot will be situated on a concrete or asphalt surface road which has right-of-way and improvements, include curbs and necessary and adequate drainage structures, together with means for operation and maintenance, which meets the standards of the City of Tigard, Oregon. 2. Said subdivision, where necessary, will have drainage structures and till designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A municipality owned disposal system will be available zo each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental Quality Commission, with rapacity to serve all lots in the quhdtvision. 4. The improvements required, to be constructed, by the City of Tigard, Oregon are under construction. 5. A Subdivision Compliance Agreement and Performance Bond has been executed by the subaivider and has been accepted and acknowledged by the City of Tigard City Council thereinregard completion of the improvements; said documents are on file in the City of Tigard Recno der's Office. I hope this letter clarifies the matter for you, regarding documentation/verification required to be submitted to the State Real Estate Division by each subdivider. Yours truly!! , John S. Hagman Fnpineering Technician (ht/5529D) 13125 SW Nall Blvd.,P.J Box 23397,Tigard,Oregon 97223 (503)639-4171 UNIFIED �-- ufr.) SEWERAGE Date AGENCY. File 's 150 N. FIRST AVENUE Project HILL38ORO, OREGON 97123 (543) 1548—8521 Subject To Item Copies Dare Description CA Ake - rt) L) In kv�;k f 11�)wmj oc 'IL�ylf�'i 5/valQ na dft a j' u��fi a v }t� 7 ' -� as you requested Rer 7-1 ❑ for your information ❑ for your approval , U 1 y l��y� a4 ❑ for your review d►��,a ,dot t� !5-b �i ❑ return requested ,&J dy, to ' -2'' A4m li,c From 81-419 Sbe)OIVISAON (_',OMPLlANCF AGRFF:MLNI 11ilf, AGREEMENT dated the day of __ JL4,je 19 88 between the CHY OF 11GARD, a muriicipality of State of Oregon, hervinaftor termed the tl(lil Yl., and Waverly Construction Co. , Inc. hereinafter termed "Petitioner" W T' N E S S E T H WHEREA`Z, Petitioner has applied to the City f(-;r- approval. for filing in Washington County, a subdivision plat, known as ASHFORD OAKS, in Section 12, --Township Willamette Meridian, Washington County, Oregon; and WHEREAS, the City has adopted the Standard Specifications for Public Works Construction by Oregon Chapter APWA, for street, storm drain, structure and .-elated work, and Unified Sewerage Agpncy Standards and Specifications, for sanitary sewer construction, prepared by professional engineers, for subdivision public improvement development; and WHEREAS, the public improvements to be constructed i n Petitioner' s development are incomplete, and Petitioner- has nonetheless requested the City to permit progrc.ssive occupancy and use of property in the subdivision, and the par-ties de.iire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that public improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing pramiq@3 and the covenants and agreements to be kept and performed by the Petitione- and its sureties, IT' IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with development, with the intent and purpose to complete all public improvements except sidewalks and street trees 41 of said subdivision not later than two (2) years from the date of this aareement, and Petitioner agrees to comply with all subdivision standards as set forth in the City's Subdivision Ordinance and the standard specifications of the City of Tigard, to comply with all terms and provisions specified therpitiregard this improvement by the Crincil and Nanning Commission of the City of Tigard, Oregon, or as may be specifi(!d by the Community Development Department and to use only such material and to follow such designs as may be required by or approved by said Department. Petitioner shall provide certification of installation conformance and one as-built mylar, both stamped by a registered civil engineer, to the City prior to City inspection of petitioners improvement work for City conditional and final acceptance consideration. (2) To assure compliance with the City ' s requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the Ci.+ , wit.h liability in the amount of $ -228,682.40 a copy thereof is hereto attached and by this reference made a part hereof. Petitioner's contractor shall be licensed, bonded arid insured. (3) In the event L-At Pati , ioner shall fail, nvglot.R, or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limits, upon ten (10) days notice by the City to Petitioner and Petitioner' s sureties, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work competed and charge the costs hereof against Petitioner and Petitioner's Sureties and in the event same be riot paid, to bring an action on the said bond to recover the amount thereof. rn the event such action be brought, Petitioner and Petitioner' s Sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as at'torney' s fees and costs incurred by the City, both in the Trial Court and Oppellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner' s Sureties specific performance or the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City' s attorney' s fees and costs, both in the Trial Court and Appellate Court, if any. (A) Petitioner, concurrent with the execution hereof, shall deposit with the City an amount estimated to equal pole and luminar maintenance fees, for street lighting facilities within the subdivision, according to Portland General Electric Schedule #91, Option "B", together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date c,f initial energizing of said lights . Said amount being $ 725.76 (5) The City agrees to make and provide periodic and final inspections which in the Ci -,y's interest are desirable to assure compliance herewith, in consideration whereof the Petitioner shall pay prescribed inspections fees.* (6) 'The City agrees to install street identification and traffic signs within said subdivision, in onsideration of payment in the amount of $ 494.tis (7) At such time as all public improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City' s requirements, Petitioner shall submit a "certificate of installation conformance" to the City to notify the City of raadiness for conditional_ acceptance inspection and, then, upon notification by the Department of Community Development that the requirements of the City have been met, the Petitioner will submit to the City a good and sufficient guarantee bond if not already pro, ided with the performance bond, form approved by the City to provide for correction of any incomplete work or any defective work or maintenance becoming apparent or arising within one (1) year after conditional accvvtance of the public impr.vements by the City. (8) Upcn receipt of certification from the Department of Community Development that all requirements have been met, and a One Year Guarantee Hond, the City agrees to conditionally accept the public improvement subject to the requirement of completion of all work and r_orrection of deficiencies ant, maintenance for a period of one year as hereinabove set forth. (9) That in addition to or supplementary of the requirements of the City ' s Subdivision Ordinaoce and the provisions hereof, Petitioner 'winds itself to conform to the following requirements, scheduling and limitations: *Project Fee $ 5,744. ?2 Sewer Fee $ �a3:iJ8 (a None of the lo`fs of Petitioner' , subdivision as described may be occupied for residential purpose , until. an occupancy pc-rmi.t. is issued under authority of tFie ,,its and no occupa,nc.y permit shall be issued prior to conditional acceptance of the subdivision and to tho time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development:; provided that. all sidewalks as r(aquired by the pi�.trts :4nd Qsibdivision rode shall be installed throughout said subdivision not later- than three (3) years from the date of this Subdivision Compliance Agreement. (b) All l.and�capinq trees on that portion of each lot between the public sidewalks and the curb (parking area), if required, shall be planted in Place prior to final inspec• i.on and ' ssuance of occupancy permit for each such lot in the subdivision. Provided it final inspection and application for occupancy permit occurs within any c .endar month from October to April. of any year, such plantings may be deferred until the next following growiog season. In any event, all required land caping and trees in all areas shall be planted and in place within the enti.r! subdivision within three (3) years from the date of this subdivision improvement contract. (c) After conditional City acceptance of the public improvements, the Petitioner agrees to plate an asphaltic concrete overlay on al.l. roads within the development; placemen sr_heduling to be approved by the City, (d) Compliance with all. terms and provisions specified theretofor, said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the zone use classification and , also, on the approved Plat(s) and plan(s) . i (e) Petitioner agrees to correct any defective work and to perform any maintenance, uerjn notification by the City, arising during the guarantee period as herein«bove set forth. (10) At such time as all public improvements have been completed in accordance with, the City' s requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Development that all requirements of the City have bpen met, the Council agrees to accept said improvements for operatic,i and maintenance responsibility, and release the Petitioner' s guarantee bond. (11) The parties hereto hereby adopt the form of performance bond, cupy whereof is hereto attached and by reference mado a part hereof, and Petitioner agreus to cause to have said bond executed and filed with 'he City cor,c,jrrently with the execution of this agreement at or prior, to the time this agre�rnent is executed on behalf of the City . Petitioner further agrees to maintain said bond in full force and effect until otherwise authorized by the City in writing. (12) The specific requirements of Paragraph 9 hereof shall for all purposes be included as a pa�rrt of the obligation securers by the Ocresaid performance bond and the City shall toe entitled to recourse thereto in the evorrt of default on the part of the Petitioner with respect to any requirement thereof. , i r IN WITNESS WHEREOF , Petitioner acting by and through its duly authorized undersigned officers pursuant Lo resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the 13 day of I _ October ieagroement to be executed _byLhe QirDePartment. ector of the Community Development PETITIONER: Waverly Construction C^., TaC. By: HE CII OF 'TIGARD, OREGON By: i rec:.o of Community Deve 1 nip t Oept FORM No. 74—ACKNOWLEDGMENT- --• CORFORAiION. _--i�� f f!V!N/Nlff LAW PUI,t� ►pgTLA/10.Oql, NATE OF OREGON, County of �.�Ifjy� ss. before me app eared 4�On this �� day of �� P✓.s/74et'A a �`� 19-SW duly sworn, did say that he, the said..... Bn, eln, bath (o me personally known, who (kjnE is the President, ane' he, the said �C�� L� is the Secretary of the within named Corporation, and that the se,71 atlixe t id in�ruZt is the or�urat� G'e cor orate �LON co tion, and than the said instrument N as signed end sealed in behalf al said Carporation by authority of its me I e seal of said Corner, ` and of Directors, and ac^^jwlpdge said instrument to be the free act and deed of said,�'orpi,ralion rd /N 7'ES7'IMONY WHEREOr, l have heieu,lt,, set my hand and affixed my "lffiicciaaf seal the ay and year last sbove written. I Notary Public for Oregon. My Commission ex,.,es 'pezfZ 4C 9O (0070£) 1 A (P) V " ^CID cA ' ^ CA ^ 4 0 ® oO .8s # --- --- cN72' CCCD O0, CD CDU O` C80c0 u °' o Up aD 01oA `-i- ' CA 77 F-81 10 (1 :Z":kt 16n3 2 15) (.A v cn vV� O O CA Q O ld 0.1 I I CJ u 0 ZY 1. NO 16' v � -D ,0! t NORTHWEST NATURAL LAG'4 AS, COMPANY i! ANGU !Y8020 ^ + 8100 � ^ TH) C '3s> (85) ENGINEERING DEPARTMENT RCHILLU CT. „ 1In ! 1 -114tr. 05,(P) ( ^ q P)'B(1 1 I ! ? i s l �N t 1 -, 7i o _ 3000 v ti� ^ v v '6) O CS0• C ,. ''QJ CA ^ ^ ^ ^ t? ^ N 'u ") X8095 _ r_ I Vie- < ; G OD _v CID998 a CACD Z ON � � CD � V- CD (A � V O LY1 % � - �) ; u `' (A ,. 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WELDS A A-RAVE.; % r (84) � ----oa t1 � � >� b I �• PHONE �.�4_ )` DESIGN PRESSURE ,,. _ (w) i; (w) u u r—® 'C w N N 96' 97' +7931 CA OD J, (P 101 ' CA 'C N 0 N Q N N ,.. ---- Lr) OTHER 64 4 - 3� 1 L• MAO P `' 7 PSIG. Z C6 ('84) (85)� (W) (-+ 97' *7929 �- uN N o � � r t Ps+c A _ NORMAL OPER PRESS. ? 50' U U W R) p L _54• — _ 0 v INSTRUCTIONS REPORT 4g' N o, X7914 52' 43' u U f _ _ N CD �. O U � N A A INSTALL MAIN TEST D U R . --� n79 i S o -{ X7913 m �' -' '� S f � - N ® (" � � (85) -- : -- m �' (85) ✓o (85) o� " * m o m .. 2 �a N r1 _, INSTALL MAIN f a� --� ao 0 t 4YY) o� 2•(WY84 � � � � �� I.C = i4Z ICa( 1 ' z ++ , -► ' r. 79TH Q _ (B I SHOP RD.) 1 c �6 AVE. N� ' '-' ° 1 c ) •-430 - -- - _..--- �q� 79TH AVE. AHANO N M:,iN _ * 6 ::E * O * ~ CID ^ _ A • M V • Q ABANDON MAIN + 7895 N $ CUlI S .. I p W (A N 1 '� 48' (84) _ V A U A O CD ^ � N � O C� 6 Z U UJ +�7885 � y � r ^ � � „ p• 85' � uI n - _ - (8S) v1 CD • (- 0if --0a CA UI _ p ,� T VPF COATINGS- PEr (4, A rINGS: `` A "v 0 z + 7865 ` ` �' ~ Z �' N �, T O � � (JI y — F'I�E F`IPE ca o o r' o� a .i v °� cn _ 132' 143' (84) y y U I o U v A ,LINTS �� T Till '�`� QD C) jA. � I ja p FII TW(.S :NS RI : ) DE O A IN TAIL. ANOTII ti INSIAI I FO :-,?'Rv ' m � A t I N 176 (84)46 A 0 U N VIM INSTAI I -,I 113%' DATE COMhI E TED -- 195' IPIN y� i 97' iI r CREW tEAOEFc � o + 7785 CSI �. c", - -- 2 (85) �_ �" SCAL : ' TAX C(.0E 232' 247_ '�� AVAIL ENO I l MAIN + 7765 � . Rh 295' (84) O i W MEASURED -. t)ATE .. .. ..� _.. .. _ ORDll 11 1. :3 I o 04 _ 5 I ° W ( AWN- _ �_ ..- GATE 4 - 1. ; I C , r- 1 r (W) v — - --- ° o m o F cicE 1' oATte rSERvrcF !� Q r i I , WORK ( Q 1 �� U Q I r" 3 C: V Q L� _..-._. __. 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F y wi w ra w Developer - Engineer Agreement City fngineor 13125 SW Hall Blvd. PO Dox 23397 1 i :lard, OR 97223 RIAshford Oaks _ _ (Name of Project) I)uar City Engineer: We hereby certify that Harris-McMonagle & Associates, Inc. (Name of Engineer) has bean retained by Waverly Construction Co., Inc. (Name of Developer) to porfor•m the following work pertinent to the above project. I . Perform the surveying or verify the existing surveying information as necessary for the design. 2 . if necessary, provide for the expertise of other engineers such as soils or structural engineers and, alpo, oversee materials and systems testing. 3 . Prepare construction drawings in accordance with the City standards and obtain the City, and if applicable, DEQ, County, or State approval of such drawings. , 4 . supply construction staking. 5. Provide adequate inspection to assure compliance with City Specifications, and keep accurate field notes in order to prepare "as-built" drawings. 6. Upon completion of construction provide one set of as-built drawings on mylar to the City. 7. Upon completion of construction provide written certification that all improvements are complete in accord with the approved plans and specifications. e Obtain City approval prior to any substantial deviation from the approved plans. 9 Resolve engineering and construction related problems as may arise. We agree to notify the City immediately if the above agreement is terminated or if the Engineer for any reason is unable to perform the above duties. Develop Engineer Date — Date sb/3512P PERSONAL SURETY PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that we, Waverly Construction Co., Inc. as Principal, and K -nth & Roberta Waymire as Sureties, are heiu and firmly bound to the CITY OF TIGARD, OREGON, as Obligee, in the sum of $228,682.40 , for the payment of which, well and truly to be made, the said Principal and Sureties bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. The condition of this obligation is such, that whereas the Principal entered into a certain contract, hereto attached and by this reference ade a part hereof, with the Obligee, CITY OF TIGARD, dated the /,�� day of 1.45 , 19 88 , known as the Subdivision Compliance Agreement for Ashford Oaks NOW, THEREFORE, if the Principal shall well and truly perform and fulfill all the undertakings, terms, conditions and agreements of said contract during the original term of said contract, and any extensions thereof that may be granted by the Obligee, with or without notice of to the sureties, and shall also well and truly perform and fulfill all the undertakings, terms, conditiors and agreements of any and all duly authorized modifications, notice to the Sureties being hereby expressedly waived, then this obligation to be void; otherwise to remain in full force and virtue. In the event suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies hereunder the City, in the event it shall prevail, shall be entitled to recover such sum as the Court may adjudge reasonable as and for attorne 's fees. BY By: v✓L-�L- By: I / , By: Principal (Waverly Constru%tion Co. . Inc. )Sureties (Kenneth & Roberta Waymire) STATE OF OREGON ) ) as. County of Wnshington Kenneth L. WE,ymire & Roberta A. Waymire being first duly sworn, on oath depose and say; each for himself and not for the others: (1) That I am a resident of the State of Oregon an a freeholder therein; (2) That my net worth over and above all just debts, liabiliLies ant; exclusive of property exempt from execution is a sum equal to nr in excess of the liability expressed in the foregoing bend. Subscribed and sworn to before r- +s -�— day ofi ]9 lot ry PAI0 for Oregon My Commission Expires: - �7 (J11:pm/0960P) CITYOF TIVARD No. 31780 13125 S.W. HALL BLVD. P.O. BOX TIGARD, URR 97 97223 Date Name — - --- ----- Address Lot Block/Map Subdivision/Add�s , Permit N's Bldg. plums ---- Cash Check Other-- _ 7ther Rec. y Acct, No. Description 10.432 Buildin Permit Fees Amount 10.431.600 Plumbin Permit Fees _ 10.431.601 Mechanical Permit Fees 10.230.501 State Bldg. Tax — 10-433 Plans Check_Fee ---.-_ 30.443 Sewer Connentlon -- 30.444 Sewer Ins ectlon `- 51.446 Street Syst. Dev. Charge 52-449-610 Parks I Syst. Dev. Charge 52.449-620 Parks 1I Syst,'Dev. Charge -- 31.450 Storm Drainage Syst. Dev. Charge 10-430 Business Tax 10.434 Alarm Permit 10.227 all _ 10.455- Fines - Traffic/Misd/Parking 10.230• CPTA Traffic/Misd/Vlc. Asst. — 10.456 Indigent Defense 30.122-401 Sewer ServlcelUgq - 30.122.402 Sewer Service/Cit 3y 0 --- 30.123 — Sewer Sev— Ice/Cltyf __-__-- 3 •125-- Unm ht eca d _'_ --- ------- - 31.12Storm ►ainage - - 4 ' ancro t rin. ymt. -4 1 ancro t I. m't .A/ ;?c1TOTAL ACCOUNTING 7 Z Pi_r-A SE TAKE THIS TO THE CASHIER -FOR-A RECEIPT NAME: — DATE: ACCT. q DESCRIPTION AMOUNT 10--22000 Refundable Performance Bond Deposit $ 10-43500 _ Sign Permits HOP TU _ $ 10-43600 > Public Sewer Plan Check/Inspection Fee __ $_ 10-43600 _ Public Storm Plan Check/Inspection Fee___ $ 10-43600 Xlr.Qe_ 4Eatt /Public Improvement Fee $ c, "74+. Z 10-43600 Street Opening Permit $ 10-4�-- 3-60; _ Street and Traffic Marking_ $ 49 4, — � 21-44200 Street Light Fee $ 77_S. 7G, FTHE Y CONSTRUCTION CO. RRY DR NO. B (503) 694-5505 2603 SONVILLE, OREGON 97070 - JUN 9 Ig8L -0139 s-- f T1Bard $ 10367.91hree Hundred SipctY Seven and 91/100---------------- DOLLARS BANK ` sonic Waaee nowpo ow 97PR3 UNIT Y.2TATEN NATIONAL■ANN OF OREDON FOR_ Ashford Oaks fees 11.00 260 311' -+: L 2 9 3000 2 201: L 3 — - ---- 000 7 2 5811 TOTAL $ 1045P/0023P Cl 1 Y OF TI:GARD ENGI:NEE:RI:NG PERMIT COMMUNITY DLVELOPMF_N[ DF,PARTMI::.NT PERMIT N0. `1 �.. 13125 SW HALL. BLVD. ISSUED BY: � PO BOX 23397 r- DATE ISSUED: -11GARD, OREGON 972.2.3 PRIM. PM"1 . NO. : S.II'E ADDR[-35: TAX MAP/LA'1 : 2S]. 12CA/H4100 UEi: ASHFORD OAK: L-1 : NA BlNA PERMIT TYPE: PUBLIC IMPROVEMENT IMPROVEMENT - VALUE.- IFE: - PFlOJECT KIND: SUBDIVISION STORM SEWER 34, 62.50 1 ,366.50 SANITARY SEWER 8°,077.00 3,403 .08 AGREEMENTDATE: 6/13/88 STREET 84,172..50 3,366.90 GRADING INCL.. ABOVE ASfURANC[ 1XPIRA1ION ALL OTHER 25,271 .40 1,010.81 PLR[ORMANCE: OPEN END1=D STREET LIGHT FEE - 725.76 MAI:NTLNANCE: TRAFFIC SIGN FEE - 494.85 PROJECT CONTACT.- TOTAL $228,683.40 $10, 36/,91 NAME:: Mr. KENNETH WAYMIRE PHONE: 694-5505 RECEIPT NO. 31180 6/9/88 Cl"I"Y CONT'AC"1- NAME: MR. JOHN HAGMAN PHONE:: 6394171 SPF..CIAL CONDITONS: DEVELOPER-- STAGE INSPECTIONS REQUIRED (Minumum) NAME: WAVERLY CONST. CO. SFORM SEWER . . . [X] STREET . . . . . . . . . . . . . [X] ADDRESS: 8735 SW CURRY DR M.H. & C.E. CURB LINE & GRADF WILSONVIL.L.E, OR 97010 P[PE LN & GR') SUBGRAOE BCKF'LL- & CMPC"I BASE: ROC:1( PHONE: 694--5505 AIR & 'TV -FEST LEVEL COURSL EASEMENT WEARING COURSE.. PROJECT ENGINEER- TRA17F & P170, CNTRL NAM[ : HARRIS-•MCMONAGL L AS. MONUME N I AT ION ADDRESS: 12555 SW HALL BLV. SANITARY SEWER . . [X] DL D.ICA I ION ILGARD, OR 97223 M.N. & C.O. PIPE LN & GRD PHONE: 639-3453 BCK11.1- & CMPi.F AIR & TV 'LEST GRADING . . . . . . . . . . . . [X] EASEMENT CONTOURS OWN[ R- DRAINAGE: NAME: WAVERLY CONST. CO. ADDRESS: (SAME_) PHONE: (SAME) CALL FOR INSPEC110N 639-.4171 (OR 639. 4175 AFTER HOURS), MR. MIKE" Ml I l S, kuP082D June 8, 1988 CITY OF TI17AW OREGON Harris-McMonagle Assoc. Inc. 12555 S.W. Hall Blvd. Tigard, OR 97223 ISI ASHFORD OAKS SUBDIVISION Dear Mr. Harris: Attached please find one_ COPY(',") of a public improvemvrit plan which neNds to be circulaLud through the bcalow noted agencies for r•rviow acknowledgement. arid, subsequently, ret.urne i to 1.hi !s office. Also, please drop the two designated attached copy(s) off at U.S.A. 's office. Vr.ry ^ruly yours, John `<. Hagman Engineering Technician 3397P/0048P PG[ Company AX / Northwest Natural Gas co. 14655 SW Old Schools Ferry Rd. 720 N.W. Second Avenue Beaverton, OR 97005 Portland, OR 97209 SEE: Jim Johnston, 643--5454 SEE: Ron Pulvi, 226-4711 A General Telephone Co. /X/ Tigard Water District 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 Fd Wilmott /_/ Metzger Water District / / Washington County Fire Dist, #1 6501 SW Taylors Ferry Road 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 uFE: Jesse Lowman, 245-3331 SEE: Gene Birchell , 649-0577 i 13125 SW Hall Blvd ,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- — � I'ualaLin Firo Protoct.wn DisLr-icL i willaillottt.-I Cable 20665 SW Blanton 142(:0 SW Brigadoon Court Aloha, OR 97007 Beaverton, OR 97005 SEL: Cip.ne Hirchell, 649--8577 SFE: K. J . Street, 644. .3188 tj7V Tigard llot.it Office State Highway Divisior, 12210 GW Main St. 2131 SW Scholls Ferry Poad Tigard, OR 97223 Beaverton, OR 97005 -S LI Stove Kaufman, 639--1730 SEE: Lop Gunderson, 222--5002 U.S.A. Corps of Engineers 1-/ Wash, Cu. Land Use & Tramsp. State of Oregon Courthouse Division of Statelands 150 N First Avenue 1600 State Street Hillsboro, OR 97124 Salem, OR 97310 SEE: Ron Aase 648-9030 SEE: Bill parks 378- 3805 U.S.A. Corps of Engineers Portland District Pprmit Evaluation Section 319 GW Pine Portland, OR 97204 SEE: Richard Johnson 221-6995 3397P/0048F) June 8, 1988 CITYOF TIFARD OREGON Waverly Construction Co. 8735 S.W. Curry Dr. Wilsonville, OR 97070 Re: Ashford Oaks Tear Mr. Waymire: Enclosed, please find the Compliance Agreement and Performance bond (forms) for said project . After signature thereof by the principal(s) and notary and, in the case of the bond form, by the surety, please return both documents for final processing. After City execution and acknowledgment, a copy will be transmitted to you. for your file, by the City Recorder. Subsequently, thereafter, the approved public improvement construction plans can be issued upon receipt of a check, in favor of the City of Tigard, Oregon, in the sum of $ 10,367.91 being the said agreement (therein stayed) deposit/fee(s) . Yours truly, John S. Hagman Engineering Technician 1SH:pjr 13125 SW Holl Blvd„P.O.Box 23397.Tigard.Oregon 97223 (503)639-4171 Harris•McMonagle Associates, Inc. ld Oo F 1TQtZR�EoT-yQ[L ENGINEERS-SURVEYORS L[ETT[E W tic �7Ec $�FET TIGARD,OREGON 97223 12555 S . W. Hall Blvd . OATEG Telephone(303)639.3433 G w ATTLN710 TO t�/ / /�i/ '/C� we — ------- — GENTLEMEN: —� WE ARE SENDING YOU 2�--kiiached Under separate cover via the following items: 7, Shop drawings " Prints dans C Samples ❑ Specifications (" Copy of letter Change order _ COPIES DATE NO DESCRIPTION ---- I _. THESE ARE TRANSMITTED as checked below: or approval Approved as submitted Resubmit copies for approval or yyr use Approved as noted Submit copies for distribution r s requested E Returned for corrections Return--corrected prints ❑ For review and comment L G FOR BIDS DUE___19 — PRINTS RETURNED AFTER LOAN TO US REMARKS___.__— 00 A-2 ��,gkr 10 - COPY SIGNED- II oneloeunc on not as noted, kindly notify us at once CITY OF TIGARD, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPROVEMENT FEE COMPUTATION SHEE' Project Title: Imprv. T pe; _ Jy`bc��/i S106*1 Computed By: Date 1 . PROJECT PERMIT FEE (T.M.C. 18. 164. 150) : A. Improvement cost estimate, less salitary sewer. . . .$ 14 . IvOS . 40 (Adjusted Cost) H. 0.04 x $_ 143 X05. 40 — . . $ (Adjus ed Cost) 2. . SANITARY SEWER MAIN, PLAN CHECK AND INSPECTION ! 1_E (Ord, No. 95-02) : A. Contract surcharge applicable . . . . . yes, -.-- no. (agreement name) B, lewer Improvement cost estimate $ S,0'7'7, 00 (sewer es`. ) C. 0.04 x $._�r- ��, �'t $ �i 3 403, 0S (sewer estimate) —' (?ee)—` [or] $100.00 min. , whichever is greater . . . . . . . .$ _S �} U.S. C,%. 3 . STREETLIGHT FEE (T.M.C. 18. 164. 130 (x) & 3 .08 .010) : A. P.G.E. Schedule No, q l Option No. Type of Lamp _ F�,P.`� , i_umens/Watts �70 Type of Pole z ."a' height 1� B. $_ -4 x _ -� $ 1 --1. s'H /mo. (monthly rate) (no. .)f lights) $ c', 3t x ( ) �n ��. - $ (monthly y rate poles) $ / 'Y_ +. ? ::.c x 24 months = . .s�_ _]•�J�.7w (subtotal lights) Subtotal poles) 4. TRAFFIC-PEDESTRIAN SIGN FEE (T.M.C. 18. 164 .030(u) : A. Stop: _ @ $— _ $ (number) (eacnj� (subtotal) B. S t . Name: C. Combo: , @ $ (v 5 - $ .3 e- 0. (o G C� D. No. Parking: _ - —_ @ r 0P1@ $_ $ 53, t35 (Misc. ) @ $ Signs) Total . . . . . . .$— GRAND TOTAL (rrF'S DUE). . . . . . . . . . . . . . . . . . . . . . . . .5 /0 3 x,7. 9/ _ Receipt No. : Date Paid: Check Cash 0920P 10 r31�AmI�1mlillmm MIN " loll 0 - A pop am= MONO Ow "MINION Is OR sown �I�YJL)11NL�.:Iti �► 'JI 1 .: �.7 LIN ��Imo- ��l ,iy 1 •�� will �i1�� , ISI• _�� oil �� CJI•►•/=�� [�A■11�� W-c �= :q.l 1� vm:a 1• `, • r� .all Mill WIN =0 1 �� aili r� ■�1 ��_��a �_ �� mow• Harris-McMonagle Associates, Inc. LIEUTEM OF `T1 , KY ZEUcTUQL ENGINEERS-SURVEYORS FiN4 1?5c�t xP4*W*Ad�c!k tET TIGARD.OREGON 97223 12555 S. W. Hall Blvd • OATE Q' Telephone(503)639.3453 JO/�N_O ATT[N�TIO _ --- T� / TO 0op GENTLEMEN: WE ARE SENDING YOU ❑ Attached Under separate cover via— the following items: Shop drawings ❑ Prints e-151'ans ❑ Samples specifications C Copy of letter L- Change order C COPIES y— DATE — N0. L DESCRIPTION I THESE ARE TRANSMITTED as checked below. approval d Approved as submitted C Resubmit copies for approval or yqur use ❑ Approved as noted C Submit_.._—copies for distribution — requested ❑ Returned for corrections C Return—corrected prints For review and comment C FOR BIDS DUE J� _19_ PRINTS RETURNED �AFTEP LOAN TO US REMARKS � !� r '',/ �1 VEf �iV r dg I COPY TO SIGNED: II enclosur.5 no not •e noted kindly notrlr uo N onto HARRIS - McMONAGLE ASSOCIATES, INC. 12555 S.W. Hall Blvd. Tigard , Oregon 97223 Telephone (503) 639-3453 T - R - A - N - M - I - T - T - A - L April 11 , 1988 To : John Hagman s D Engineering Department City of Tigard PQM 1 GPR� From: Jim Harris Project: Trudy Park GO Enclosed for your preliminary review and comments are two sets of near complete Trudy Park improvement plans . Following your comments we will complete the plans and submit the=m for approval . C O N T R A C T D O C U M E N T S F 0 R A S H F O R D O A K S S U B D I V I S I O N I M P R O V E M E N T S OWNER Waverly Construction Company 8735 S.W. Curry Drive #B Wilsonville, Oregon 97070 ENGINEER Har.-i.s-McMonagle ^,ssociates , Inc . 12555 S.W . Hall Boulevard Tigard , Oregon 97223 Telephone (503) 639-3453 April , 1988 e TABLE OF CONTENTS ' SECTION I PROPOSAL PC-1 - PC;-4 CONTRACT (FORM) CC-1 - CC-2 SECTION II SPECIAL PROVISIONS SP-1 - SP-u GENERAL CONDITIONS GC-1 - GC-21 SECTION III S,rANDARD SPEC IFI•:;ATIONS STREETS & RELATED WORK APWA STD SPEC SANITARY SEWER & STORM DRAINS APWA STD SPEC WATER DISTRIBUTION APWA STD SPEC SECTION IV STANDARD SEWER DETAILS ONE SHEET STANDARD FIRE HYLRANT DETAIL ONE SHEET STANDARD BLOW-OFF DE'"AIL ONE SHEET PLANS BOUND SEPARATELY b P R O P O S A L PROJECT : ASHFORD OAKS TO: WAVERLY CONSTRUCTION COMPANY c/o Harris-McMonagle Associates , Inc . 12555 S. W. Hall Blvd . Tigard , Oregon 97223 The undersigned , ereinafter called the Bidder , declares that the only persons or parties interested in this Proposal are those named herein ; that this proposal is , in all respects , fair and without fraud ; that it is made without collusion with any official of the Owner ; and that the Proposal is made without any connection or collusion with any Derson making another proposal on this Contract , The bidder further declares that he has carefully examined the Specifications and Plans consistinK of 5 sheets and titled "ASHFC+RD OAKS SUBDIVISION IMPROVEMENTS" and that he has persc.nally inspected the site ; that he has satisfied himself as to the quantities involved , including materials and equipment , and conditions of the work involved , including the fact that the description of the quantities of work and materials , as included he=rein, is brief and is intended only to indicate the general nature of the work and to identify the said quantities w.'.th the detailed requirements of the Plans and Specifications ; and that this Proposal is made according to the provisions and under the terms of the Plans and Specifications which are hereby a part of this Proposal . The Bidder further agrees that he has exercised his own jucgement regarding the interpretation of subsurface information and has utilized all data which he believes pertinent from the Engineer , Owner and other sources in arriving at his conclusions . The Bidder agrees that if his Proposal is accepted , he will within ___ _____ l_____ ) calendar days after notification of acceptance , execute the Contract with the Owner ; and will , to the extent of his Proposal , furnish all machinery, tools , apparatus and other means of construction to complete the work in the manner , in the time, and according to the methods as specified in the Plan; and Specifications and required by the Engineer thereunder . The Bidder further agrees to begin work within (_____ ) days after the date of execution of the Contract by the OwnF�r . In addition , ;.he Bidder agrees to complete the construction , in all respects , within the number of calendar days after the start of construction as he so sets forth : ----------------------------------- -------) calendar days . The Bidder further proposes to accept as full payment for the work proposed herein the amounts computed based on the following lump sum or uni'_ price amounts , it being expressly understood that the unit prices are independent of the exact quantities involved . CC-1 CONTRACT FOR CONSTRUCTION This Contract , made and entered into this _.__.__day of 1987 by and between Waverlv Construction Company , hereinafter called the "Ov, er" and hereinafter called the "Contractor" . WITNESSETH Said Contractor , in consideration of the sum to be paid him by the said Owner and of the covenants and agreements herein contained , hereby agrees at his own proper cost and expense to do all the work arti furnish all the materials , tools , labor , appliances , machinery and appurtenances for the construction of subdivision i.mprovemencs to the extent of the proposal made by the Contractor dated -------------- , all in full compliance with the contract documents referred to herein. The signed copy of the "Proposal" made by the Contractor on the ____ d,-; of _ , 1988 , the "Special Provisions" , the "General Conditions" , the "Standard Specifications" and the "Plans" , which consist of five sheets entitled "Ashford Oaks Subdivision Improvements" dated 4/4/88 , are hereby referred to and by reference made a part of this contract as fully and completely as if the same were fully set forth herein and are mutually cooperative therewith . In consideration of the faithful performance of the wr:.rk herein embraced . as set forth in these contract documents . and in accordance with the direction of the Engineer and to his satisfaction to the extent provided in the contract documents , the Owner agrees to pay the Contractor the amount bid as adjusted in accordance i,ith the proposal as determined by the contract documents , or as otherwise herein provided , and based on the said proposal made by ttQ Contractor , and to make such payments in the manner and at. the times n;ovided in the contract documents . The Contractor agrees to indemnify and save harmless the Owner from any and all defects appearing or developing in the materials furnished or the workmanship performed under this contrast for a period of one ( 1 ) year from the date of acceptance ��f the work in the contract by the Owner . The Contractor agrees to complete the work within the time specified herein and to accept as full payment hereunder the amounts computed as determined by the contract documents and based on the said proposal . It is agreed the time limit for completion of the contract , based upon the proposal , shall be CC-2 CONTRACT FOR CONSTRUCTION In the event that the Contractor shall fail to complete the work in the time limit or the extended time limit agreed upon , as more particularly set forth in the contract documents , liquidated damages shall be paid at the rate ofper day . Sundays and legal holidays shall be excluded in determining days of default . IN WITNESS WHEREOF , we the parties hereto , each herewith subscribe the same on the dates shown below . WAVERLY CONSTRUCTION COMPANY (Owner ) Bv : Titl Date: (Contractor ) By :---------------------------------------- Title: Date: a �e TABLE OF CONTENTS SPECIAL PROVISIONS SP-1 . 0 LOCATION SP-1 SP-2. 0 DEFINITIONS SP-1 SP-3 . 0 CONTROL OF WORK SP-1 SP-4 . 0 SCOPE OF' WORK SP-1 S?-5 . 0 PLANS SP-1 SP-5 . 0 SPECIFICATIONS SP-1 SP-7 . 0 PAYMENT SP-2 SP-8. 0 CLEARING, GRUBBING & DEMO . SP-2 SP-9 . 0 EXCAVATION, FILL & GRADING SP-2 SP-10 . 0 STREETS SP-3 SP-11 . 0 SEWERS SF-3 SP-12. 0 WATERWORKS SP-4 SP-13 . 0 FOUNDATION STABILI'ATION SP-4 SP-14 . 0 SUBSURFACE CONDITIONS SP-4 SP-15 . 0 GUARANTEES SP-`' SP-16 . 0 REVISIONS TO GENERAL CONDITION: SP-4 � v �■r SP-1 SPECIAt, PROVISIONS SP-1 . 0 - LOCATION The address of the existing house on the Ashford Oaks site is 15385 S. W . 79th Avenue which is approximately 1 , 600 feet north of Durham Road in Tigard , Washington County Oregon , as shown on the v:.cirnity map , which is on the cover sheet of the Plans . SF-2. 0 - DEFINITIONS In addition to the words and terms defined in the General Conditions the following shall be understood to have the meanings given below : Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . Waverly Construction Co . Engineer . . . . . . . . . . . . . . . . . . . . . . . . . . Harris-McMonagle Assoc . Inc . City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . City of Tigard District . . . . . . . . . . . . . . . . . . . . . . . . . . Tigard Water District SP-3. 0 - CONTROL OF WORD: All work under this contract shall be executed in a manner satisfactory to the Engineer , the Cite and the District. . SP-4 . 0 - SCOPE OF WORK The work to be done under these Specifications and Plans which accompany them consists of the construction of subdivision improvements and such appurtenant facilities and work as indicated and required . SP-5 . 0 - PLANS Plans for the project are shown on the drawings consisting of five ( 5 ) sheets titled : ASHFORD OAKS SUBDIVIS?ON IMPROVEMENT SP-6 . 0 - SPECIFICATTONS All work shall be done in conformance with the Plans and Specifications . The Specifications have been prepared with the intent to encompass: the requirements of the City and the District . However , in the event of a conflict between these Specifications and the City or Distrirc re4uirement.s , standards , specifications or, codes , theirs snall take precedence. 1 The City has adopted as their standard the current edition of the Oregon American Public Works Association (A . P . W . A . ) Standard Specifications for Ft)1_>11 _- 14( I-V W}1) !:}1 ipv incorporated in and made a part of these Contract documents . Copies of the APWA Standard Specifications are available for purchase. 1 SP-7 . 0 - PAYMENT Payment for the work specified will be made at the unit prices stated in the Contractor ' s Proposal . Computation of quantities will be based upon measurements made by the Engineer and/or load tickets supplied by the Contractor . SP-7 . 1 Pipe Work Payment - The unit price bid for all. pipe shall be full compensation for the pipe in place including excavation and disposal of the excavated material . The unit price bid for rock backfill shall be full compensation for the material in place compacted . SP-8 . 0 - CLEARING , GRUBBING & DEMOLITION The existing residence shall remain on the site. All of the out buildings and interior fences shall be removed . All trees . .brush and fences that fall within the streets , lot grading areas and .fill areas shall be removed from the property . SP-9 . 0 - EXCAVATION , FILL & SITE GRADING Excavation shall be in accordance with the grading plan, typi%al sections , profiles and as directed by the Engineer . Strippings from the cut and fill areas shall be stock piled end then spread back over the finished lots at a depth no greater than one ( 1 ) foot . SP-9 . 1 - Payment - The lump sum price bid for excavation , fill and grading shall be full compensation for the stripping , excavation , grading , subgrade preparation, construction of embankments and hydro seeding . The estimated volume of excavation is 3 , 300 cubic yards . However , the Contractor shall satisfy himself as to the quantities involved . SP-9 . 2 - Compaction and Density Requirements - Thi density of compacted material in place will be determined by AASHTO T 191 , T 205 or T 238 and the maximum density by AASHTO v 99 or T 190 . The Contractor shall compact all embankments , fills and backfills within 3 feet of established subgrade or finished lot grade to a minimum density in place of 95 percent of maximum density . Below a 3 foot limit , compaction shall be a minimum in place of 90 percent of maximum density . MUM SP-3 SP-9 . 3 - Hydro Seeding - All cu-- slopes , excavated areas and embankments shall be se-=ded with grass utilizing the hydro seeding method of seed applicatioras per O. D.O . T. standards . SP-10 . 0 - STREETS All items of work under streets sh311 be done in accordance with the Plans and Standard Specifications for Pighway and Street work . SP-10 . 1 - Curti - This item shall be constructed in accordance with the typical sections and City standards . SP-10 . 2 - Rock & Paving - The rock and paving shall be constructed in accordance with the Pans . Specifications and typical sections . The Contractor shall bid the rock and paving by the square yard . The unit price bid shall include all rock in the total section , shaping , compaction and paving. Measurement for payment shall be the actual paving area . Z The paving thickness for this Contract shall be Rehes ' for the interiir streets (Section I ) and two inches (2" ) for S.W. 79th Avenue (Section II ) . SP-11 . 0 - SEWERS All sewer construction shall be done in conformance with the Plans , Standard Specifications for Sewers and the standard details . SP-11 . 1 - Pipe - Sanitary sewer pipe shall be non-reinforced concrete conforming to ASTM C-14 or polyvinyl chloride ( P . V . C . ) conforming to ASTM D 3034 , SDR-35 . Service laterals shall be 6- inch if concrete and 4-inch if P. V .C . . Storm sewer pipe shall be. C-14 concrete without rubber gaskets . SP-11 . 2 - 5eddin�g - Bedding for sanitary sewers shall be Class "B" as shown on the Standard Sewer Details . Bedding for storm sewers shall be Class "C" . SP-11 . _ - Backfill - Trench backfill shall. be Class "D" made with a grant-11i, material acceptable to the City . Material from trench excavation may be utilized as fill material on the site. (See SP-9. 2 ) SP--11 . 4 - Testing - All sanitary sewer shall be air tested and the Contractor shall provide a television inspection report , both in conformance with the Standard Specifications for Sewers . The cost of the air test and television inspection shall be included in the unit price bid for pipe. SP-4 SP-1.2 . 0 - WATERWORKS All waterworks :onstruction shall be done immediately following curb construction and in conformance with District standards . SP-13. 0 - FOUNDATION STABILIZATION In all phases of construction the unit price bid for foundation stabilization rock shall be full payment for the over excavation, disposal of the material and placement of the rock . SP-14 . 0 - SUBSURFACE CONDITIONS Adverse soil conditions and/or rock may be encountered at some locations of which the extent is riot known. The design has been prepared with the intent of keeping excavations to a minimum and yet accomplish the objectives of the project . The Contractor should recognize that these considerations can allow little, if any , adjustment of depth to avoid difficult excavation . SP-15 . 0 - GUARANTEES Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of material , equipment and workmanship they nevertheless shall be so guaranteed against mechanical , structural or other defect for ?ahich the Contractor is reso_ onsible and that may develop or become evident within a period of one year from and after acceptance of the work by the Owner . Such guarantee shall include care of bac,l-fi''Aing in trenches or at structures should the fill settle to such extent as to require refilling to restore the original grade. This guarantee shall be understood to imply prompt attention to any remedy of defects as they occur . If the defect is of such a nature as to demand immediate repairs , the Owner shall have the right to make them and the cost thereof .shall be borne by the Contractor . SP-16 . 0 - REVISIONS TO THE GENERAL CONDITIONS The General Conditions are hereby revised as follows : Article GC 4 . 033 - Public Liability and Property Damage Insurance Delete $100 , 000 . 00 and $300 , 000 . 00 and substitute $500 , 000 . 00 MANHOLE FRAME a COVER AS SPECIFIED MANHOLE FRAME a COVER AS SPECIFIED m X 7 V __. Grout frame(typ) d _ T9p rung �u e. +S- iop re. E E • ll ._L N ROm•ne'k,Kentseal joint material or equal. Tee- go at '• ( ., tial ac. •. �RYngs at LO 5" -_Lef12'oc cncasf -- - cant rings 1'l a u Undgtu14,d carr 0o e e 9 r•'n � -- f'•i f by --- SanA 12'J Backfill ,,ti Mat.�11 A cast iron or due 1'l le • lI (wrl Boftem rlNr iron drop without .s1' t i e �- Eoflom rung 12 min 24'mot. encasement may be _Ie l� !•min used. ° Bottom n r� lemin a Make surfo - Snoolsi res E and form o cont bosF yQo.os. - <�p° o Invert to dlr 90•b"d A''p `. _ - i>,o Qin flow. 1-.._ •'_.•'Ism' '° �`�-POUR 3000 PSI CONCRETE(typ) o ��•'la v eq :v A a nr .*' se a b 'X S.i4 -12"compacted SN"minus grovel $EC71OIJ eF� or c•ush rock.(fyp) STANDARD MANHOLE DETAIL STANDARD DROP MANHOLE DETAIL SECTION A- A INSIDE OR OUT':'L E PLAN SIMILAR TO STANDARD MANHOLE,EXCEPT DROPS MANHJLE NOTES I Bottom precast concrete ring shall be set roto ban 13 leveled as concrete takes Its initial eel " LOPESHELF 1 12 Mortar 101111' to Insure bond. ALL AROUND A 2 Set manhole frofns In 1/2°mortar A t --- 3 Precast concrete manhole risers and tops shall conforrn to ASTM C 478 specification. / 4. !lope Of precast eccentric cone top shall fact up grade. t STANDAPD MANHOLE PLAN '•r g1O'te Et Nfin _...Paremenf 2"0l ravel sur 1. Pavemtnl 4 f ne t p 'i fo • 9 entire width of bicycler sorer.n Sus lalnp eptoctm,nt or new A/C pvm'f. Replacement path.trio 71/2'wide) shlcktltis as L ur7 rl!_ . , spell/led.Prov,aC6 �7 �'/ 2"of 33/4'crushea!� • femporery surf. 2"of 3/4"crushed rock ( / rock levebng me _ y _/ for AfC until leveling tree _ n , povetl. Common BMr� � � - -_ - l Native Not 1.1 ; Commen backfill - /i (nahre mal'L 1 / bocal oras spec shed---lectr t ^� Compaction as specified 90% GLASS "C" CLASS D" CLASS "C" SURFACING 81 BACKFILL MATERIAL 1pipoIz#Is- l Select trench v4'•Bre'd.mMen• �.w'Y,kO, .,do •a l 1' _- ,Tt ,/✓\J Impor—ted-m.ateriat aho her rnOtlrlal.n pdtPipe[one Shall be Ort Select trench skis material habe e/with used With clew D ter%pe tone a spearedCIO"C ucompochonohaekfl ll. 0Granular 14,10 bra_n, 04 Boddlne {yyc. 4"Mm or 0/4 I I.C. lbs.or belw CL ASS g CLASS "8" CLASS "A" BEDDING AND PIPE ZONE MATERIAL TRENCH DETAIL MANHOLE FRAME S COVER AS SPECIFIED 5 2 No.5 hoops 7 -^ .-r—No S re-bar Precast conc -Top ru np top slab �I Runes m 12'at E S" B'1'2"-n -1 S. _ { f o 0 3000 PSI CONCRETE BASE 1 SHALLOW MANHOLE DETAIL SECTION E-B .e smooth ooved ecfion of NO S RE-BAR,EACH WAY B B I SHALLOW MANHOLE PLAN Center lmepropslly 2's 4'marked'T" 0 h Pointed white. 5fencll Win block point on curb lop.—,,,. Sidewalk— Pay length lronch escalation and backfill Actual pipe pay ionjlh Mole line site It Contractor shall net backfill B'Ne. 6"Sewer pipe 1 end of pipe prior to Inspection SCHEME I Min,slops-I/S 001 foot. !'Php with handle Depth of!'man sewer lateral Scheme to,house service b be field. b M determined In field. A_dual pupae length deter—mcl by field Inspector. I SCHEME 2 (Deep mainline) q MIn.sbpe— tote. B'PIWQ with handle using lifting, S E W E R Extend pipe beyondd wallll of main neorest full Ion. trench elan to property IIM.- Maln Une sue r 6'tu. + STANDARD Pay Ionsfn_ Irrn-cn escavo,rm and bockhl --- _ DETAILS TYPICAL HOUSE SERVICES - itsRRrw•McMuRsm.e Awworasrew rw ww iswrwwr�sr,enawr nw,.wn nwww.w•+ws OCALE.P1Q.�Sr —_ dKDIfED DATE 4 tti•tl.___ REV. !p.:30-7F DRAWN BY.YG�_ 4-frT Of I oz J Q LL J 'O. YZ W U _ J 7 �Nlw zN Fm--�O Y „9L W N = Q <w OQcr. O aC V!4 = W CID IM ;> v X Z Q mN _ Q W Z I jp t9 > W J f- Q X _ >IW - L III�III F-- II �III� �III11� Q 1� of III 0 0 � W to = J � C7-- --- --- ? z Z 1i Ld Jo a v -- O 3 fY I In W.� 2Q G = J VVW I -Jl m3 w z o w W .� p_jQ Q W Umm O '114114 g 1 h In Icr �i . Q N 04Fr C N H (D W (IJ Z ; N � F^Wa0 W mill Y II1 u W Q o o w 'II! S 318VA NIw a w Z ro CL 0 z M 111 Hld30 I ,_j NQ p _1-1 Ir � ftO �J YOCU. �0 Z0 � aO ��_ UWY z _ OU OOarU w � N� mam OWZli 00: W W It M IeJ .� Ii to d J W 40 > H U. O W U m Y w Y O O Y J OO J F'ft! (AIM Q z w (r- w Om O =Jw C Y Z _J aw H Waa• 2i• _� CL. _ Q Q F- SCO NzM � N O a W WQa 039 a O D _ d cr OWQW i. CL e Q J C7 - co z y N p J ui O U) cr- N LL w LL a 0 J Q 0 N �.• W m •`' III_ O w :: ►11� Q fY O Y v 3 ac w Q m x n In 0 7 041 v� = a s Q z 3 III a o zw �Q wo w x m N cr- m In J VaNQ> 2 W — a C) w O — � - = 4 --- J III= O O� o III_Id =111 O III a .TQ?M ~EWER COMPUTATION SHM HARF•i - McMONAGLE ASE.00IATES SHT. i/ ----------------------------- ,"IECT: TRUDY PARK PLAN: EXHIBIT 'N" - CITY TOPO IN �".-)ITY/DURATION CURVE: WASH. CNTY'0 FOR EAST WASH. OM. - 25 YR TYPE OF PIPE: CORR. AL JRH TPSTORM -r M� CONTRIB.AREA C CA CA MET I 0 d ( D SLOPE I SLOPE 9 f VEL L INVERT INLET/1'14NHOLE ------------- runoff ME int.en. des,ign dia. min. Idesign full full length ELEV. CODE ACRES coef. inc total _m_n. in/hr cfs Iirches ft./ft ft/ft cfs fps feet ------------------------ - ----- ---- ----- ------ - --1.56 ---:l:.w.-- ---- -- ----- --- 172.98 WEST BNDRY 8r UORBURN A 32.70 .60 19.62 19.62 7i.00, ._....__._.............- _-....._.. _.._._.. __-_ _.:::...._ - -_-- ---.. - - _ '-_-"'_"" 3b.6i-�.3U�•••�•-u167o .02000 33.49 8.42 8 5 _...__.._,. .......» .._... ... _--.__.�, II _ I _ NW CCIk tARBRN b 80TH-.81.__��__ 12 . .76 20. _.L _ - '171.2a I -k ��_ _L- _ - _ 91. 8 - OTf7 _ O b 3 L9.1."'8.421-� & 80TH- Ci C .64T"" .60 .38 20.76 25.33 169.6$ NE COR DORBR4 ..1_ _1.. 32.18 -w ;o 000 -�-s_-._ s0184 - 157 _ . 10- MH IN 79TH 14+38 I DEFBcG-7.9^5- .60- 4.41 25.17 2r5.f;4 1.53 - ---~---------_._._. .._ 166.54 ____._ -- _- _.,16 i0 3�--8 55� 9.70 �:�b € ._.._.....-..........__._ _ _._.. » ...»._._ _ .. X8.51 29,Old .02644 _._....._...__.._.._.__._...__._ .-._ _................ __-_..__... .._. OwFALL FALL - EAST SIDE 74TH IFN P0, FLAN: EXHIBIT `A" - CITY TOPO 3�25r85 :h1 LAJPATION CURVES WASH. CNTY'S FOR EAST WASH. CNTY. - 2S YR PIPE: (ON( OR (ORR AL n = .['13 JRH TP.'TORK: CONTRIF.AREA C CA CA INLETI I 0 d D SLOPE SLOPE 0 f VELI L INVERT INLET%MANHOLE ------ runoff Tirr- inter. design dia. min. design full full length ELEV. CODE ACRES c.bf. ;.rr. total min.l:n/hr cfs inches ft/ft ft'ft cfs fp: Ifeet -----------------------•- ---- ---- ----- ---- ---- ---- ---- --- ---- ------- -------- ----- ------ -_--- E4,-El E 4.71 .6C 2.83 2.83 17.00 1.98 ,. _- Nu .-OP 7,'H d UTP. DF = ........... 5~,,,,,. .17_...._...�� 2500 ,'�i 7GTF(.b..B ..Dr_F• F.... -3;6 _... _ µ .O3274'._...03�b 8. 6.92 �6 f M" I 79TH ls�ao iii � .6a1 3.26 _ _ -_ - _ 1�6 S1 _ -- - -- - ..•mac Y�.b�196 .021 . , 3 ► 6. . _. rl�! �pR i?Ti! l GORBRN .4 -61 �- .� .60 13.671� 1.�i1 ..w.----- -'�� ::�:•�- �w=•_.�~::. 16 .04 _ 981 _M, ME _ - MN IN STH 4+fieJ I 1 . . j._... 17. a - • _•:_-:__-•�--..ter:=;:._ 1 �/� ('o�.rrw.u.rr.rr... .�,�,www..www..w .r.w'..-.-rr+r�,..�rrr "� • , s .u.n.....�... G I \\ s G� ...J GAO ;• all ! D o ------ ---- r•li �f � _ �— —� \ .� I♦[��uJII ' _ t o I S.W.BOTH J 411 / Cill AW Qu 1 Ip 111 WASHINGTON COUNTY OVERSIZED WROUGHT IRON OR WELDED STEEL FRAME AND GRATES %, B� cuRe — 1) CONCRETE TO BE 3000 PS.I, 2) EXTERIOR WALLS MAY BE POURED NEAT AGAINST THE !XCAVATED ► SLOPE 3) ALL BACKFILL AREAS SHALL BE I' IN THE MINIMUM DIMENSION AND A -- A COMPACTED TO 95% DENSITY. 84J COLD JOINT OR KNIFE JOINT TOP 4 -0 4._0.. 2" ul 14=J 3._O.. 3•-On .. cn MIN. MIN- w x � n STANDARD MH RUNGS ' v II 71-0-C.- n 6"WALLS TYPICAL 6 MIN. �. SECTION A-A SECTION 13-13 i � CITYQF TI�ARd STANDARD INLET MANHOLE OFcA "M BY A' . OVED BY DRAWN BY OREGON y ._ SCALE DATE D7AWING NO. N.T.S. x/14/88 a-I L s CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY PLANNING COMIdSSION I. Concerning Case Number(s) : _ S 88-01 V 88-05 & M 88-03 _ 2. Name of Owner: EUGENE THURSTONSON 3. Name of Applicant:_ WAVERLY CONST. CO. Address 8735 SW Qu i:v Dr. City Wilsonvilld;tate OFt Zip 97070 4. Location of Property: Address 15385 SW 79th Ave. (WCTM 251 12CA lot 4100 _ Tax Map and Lot :TO(s) . 2S1 12CA lat 4100 5. Nature of Applicati.cn: Regi,est to divide a 4.7 a:re parcel into 29 lots, a variance to allow a 50 foot stLeeC corner radius ii;gtead of the required^ 100 foot radius, and to allow adjustments of the side lot linea of the platted lots of a maximuin of 4 feet. 6. Action: Approval as r,!quested XX Approval with conditions Denial ' 7 Notice: Notice was published in the newspaper, posted at City Hall and mailed to: The applicant 6 owners Owners cf e-ecord within the required distance The affected Neighborhood Planning Organization Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON __MARCH 18, 19881 NLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained f:rem the Planning Department, Tigard City Hall, 13125 SW Hall, P.O. Box 23397, Tigard, Oregon 97223. 9. ��eal: Any rartto the decision may appeal this decision in accordance wih.h 18.32.290(A) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline for filing of an appes'. ins_ March 18, 1988, 4:30 PM !_ 10. Questions: If you have &my questions, please call the City of Tigard Planning Depzrtmcnt, 639-4171. (0?.57P) w w ;1 I Y Uf I1C;(ikU PLANNING l,Uf'Y11', , FINAL ORDER e8-04 PC APPROVES AN APPLICATION FOR A SUBDIVISION, VARIANCE, AND LOT LINE ADJUSTMENT (S 88-01/V 88-05/M 88-03) REQUESTED BY EUGENE THURSTON�10N The Tigard Planning Commission reviewed the above application at a public hearing on February 23, 19ee. rhe Commission based its decision on the facts, findings and , nclusions noted below. A. FACTS 1 . General Information CASE: Subdivision S 88--01/Variance V 88-05/Lot Line Adjustment M 88-03 REQUEST: To divide a 4. 7 acre parcel into 29 lots, a variance to allow a 50 foot street corner radius instead of the required 100 foot radius, and to allow adjustments of the side lot lines of the platted lots of a maximum of 4 feet . COMPREHENSIVE PLAN DESIGNATION: Medium density residential . ZONING DESIGNATION: R-7 (Residential, 7 units/acre) APPLICANT: k rly Const. Co. OWNER- Eugene Thurstonson F s5 SW Curry Or. 15385 SW 79th Ave. Wilsonville, OR 97070 Tigard, Or 97224 LOCATION: 15385 SW 79th AVE (WCTM 2S1 12CA lot 4100) 2. Background Information No previous land use decisions have been reviewed relating to this property. 3 . Vicinity Information Properties zoned R-7 lie to the we3t and south, and properties zoned R-4. 5 lie to the east and the north. Preliminary plat approval for Partridge Hill Subdivision (File No. S 87-06) was granted for proprty on the east side of 79th Avenue. 4 . Site Informa,.ion and Proposal Description The property currently has one residence which is intended to remain. `t Two accessory buildings are to be removed . 19th Avenue, which i ,. N minor collector, abuts the property on lho eastern boundary Ino property slopes downjard from west to ea9t with water runoff from, the property draining to Fanno Creek . FINAL ORCEN - 88-04 PC - THURSIONSON (WAVERLY CONST ) 98_01 -- PAGE 1 The applicant proposing to divide the proper into 79 single -f,amily rpsidpnces Witt, an average lot Size of approximately 5,000 square feet. It will consist of two streets, one extending east to west along the south side of the property with a dead end adjacent to the larger parcel zoned R-7 to the west The eastern terminus of the street will be at 79th Avenup and will be directly across from the future street proposed with the Partridge Hill Subdivision. The second street will serve the rest of the lots north of this street and it will intersect 79th Avenue near the north end of the property. The applicant is also requesting a variance to allow for a 50 foot radius curve on the northern street as opposed to the 100 foot radius that is allowed in the Code. The applicant has presented some justi`ication for this in the attached submittal . Finally, the applicant is proposing to get approval to have lot line adjustments of up to 4 feet for adjusting the width of the proposed parcels to accommodate specific house designs . This proposal is similar to ones that have been approved for Bond Park . 5. Agency and NPO Comments Engineering Comments: a. The submitted preliminary plat, dated January 6, 1988, shows a proposed 39 lot subdivision with two accesses off 79th Avenue and the proposed internal streets, sanitary sewer, storm drainage and water distribution system. b. 79th Avenue is designated as a Minor Collectur road which requires a 60 foot wide right-of-way and a 40 foot wide pavement with curbs, sidewalks, streetlights, etc . according to the Community Development Code. C . 79th Avenue is presently a narrow, paved street within a 40 foot wide right-of-way . The vertical profile dues not conform to current collector street standards for sight distance along the subject site frontage. The existing street has a hill and two depressions which would require flattening to meet the design criteria. Developing this street would require the entire width to be reconstructed and would impact properties on the opposite side of 79th Ave. Therefore, half-strcat improvements would not be practical at this time. d. An internal street is proposed with a 50 foot centerline radius curve with an adjacent knuckle where th., Community Devel,3pment Code requires a IOQ-foot minimum centerline radius curve. e . 1he proposed storm drainage system collocl.s runuff within thea subdivision and discharges on the east 3J.de Of 19th Aven:ar at vakh access drive. f The proposed sanitary sewer system connects to an existing systrm approximately 650 feet to the south alung 19th Avenue and provide s sprvicp to tha pr•_,posed lots and to future development to tho west FINAL ORDF-H HN 0.1 PC THl1RSTONSON (WAVF-RI Y (,()VT ) 00-01 - nACF 2 � � 7 Building Inspe, ion Department indicates that s..orm and sanitary sewer facilities for the existing dwelling will have to be verified, If the facilities cross over new property linr.s, the facilities will have to be modified or easements will reed to be granted. The Tigard School. District has no cbjectlons to the proposal and the district indicates that service level is adequate to serve the proposed project. General Telephone indicates no objection to the proposal and that the developer will have to provide all necessary trenching and 4-inch PVC road crossings. The Tigard Water District, PGE and Tualatin Rural Fire Protection District have no objection to the request. Willamette Cable TV request 45 hours notice prior to openng of utility trenches and that two 2-inc`, PUC conduits be installed at each street crossing. No other comments have been received. B. FINDINGS AND CONCLUSIONS The relevant criteria in the this are Tigard Comprehensive Plan Policie, 2. 1 . 1, 7. 1 .2, 7. 3 . 1, 7.4.4, 8. 1 . 1, and 8. 1 . 3 and Community Development Code chapters 18.52, 18.92, 18. 160, 18. 162, and 18 . 164 . Since the Tigard Comprehensive Plan has been acknowledged, the Statewide Planning Goals and Guidelin--a no longer need to be addressed . The Planning Commi ►sion concludes the proposal complies or will comply with the relevant Plan policies and Code criteria based upon the findings noted below. 1 . Policy 2 . 1 . 1 is satisfied because the neighborhood planning organization, surrounding property owners were given notice of the hearing and an opportunity to comment c.n the applicant' s proposal . 2 . Polices 7. 1 .2, 7. 3 . 1 , and 7.4.4 ;:an be satisfied because adequate sewer, water and storm drainage facilities will be requird to ser•%,. the developmQnt prior to approval of the final plat The applicant indicates these facilities will be provided within t•ie subdivision as required by city standards 3 Policy 8 . 1 . 1 cali9 for the provision of a safe and efficient street system whir,h accommodates present and future needs As discussed in the comments from the Engineering Division (ho variance rpL,uest will be acceptable This is primarily becaus4, of the low traffic volumes anticipated -in this street section FINAL ORDER - 88-04 NC - THURSTONSON (WAVERLY COft:ST . ) S 88-01 - PAGE 3 4. Policy 8. 1 .3 will be satisfied when the conditions of approval relating to street improvements are completed in conjunction with the fins . plat. 5. Chapte,• 18.52 of the Code can be satisfied if two amendment ar•e made to the proposed plat. First, approximately seven of the proposed lots are less than the minimum to size of 5,000 square feet, Thece appears to be sufficient area within the development to rearrange the parcels so that all rill be able to meat the minimum lot size. Second, the pzisting house does not appear to have the minimum setback requirement of 15 feet for a rear yard . In addition, the appiicant should be advised that a 5-foot side yard requirement will also be required for the existing house . 6. Chapter 18.92 is satisfied because the pruposed density is consistent with Code requirements. 7. Chapter 18. 160 is satisfied because the proposal meets 010 requirements set forth for the submi.ss:on and approval of a preliminary plat. 8 . Chapter 16. 162 can be complied with if certain conditions are pet. The Comimunity Development Code provides a two-step review of lot line adjustments. A preliminary application is first evaluated and a decision is made. If this preliminary Application is approved, a final application is then submitted containing ttw final lot line adjustment map and legal descr=ption. FolIcKding city approjal, the map and legal descriptions are recorded with W:.shington County. A final lot line adjustment map and legal description shall be required for each adjustment that occurs under the provisions of this preliminary approval . The map and descriptions should include to°ornation regarding the precise location of existing utilities ark.' driveways. A certification from an engineer should be provided which indicates that the adjustmknt will riot adversely affect existing utilities or that: the facilities will, be relocated to the satisfaction of the utility compc+ny(s) involved. Any expenses pertaining utility relocation will be borne by the developer. It should also be noted that the R--7 zone has a minimum average l, t width requirements of 50 Not. Many of the lots within the proposed subdivision have a 50 foot lot width and therefore, will riot ba eligible for an adjustment without the approval of a variance. Also, the 5 foot side yard requirement shall remain in effect as well as the 5 foot dr-ivoway setback requirement contained in the Tigard Municipal Code, Section 15 .04 .080(b) Variances or waivers of these requirements shall be viewed with disfavor-. FINAL ORUC k - 88-04 PC - `NURSTONSON (WAVERLY CONST - ) S 89- 01 -- PAGE 4 "1001111 9. Chapter '64 of the Code will be satis during the q)provaI process tL the final plat. Minor modif., _ion will have to be made to lots 14 and 15, so that both will have a minimum of 1.5 feet of frontage upci the street to mee' code requirements contained in this chapter (Sec . 18. 164.G60(b)) . C. G_CISION Based upon the above findings, the Planning Commission approves S 88-01 subject Lo the following conditions : (Staff contact Keith Lidktn conditions 1, 2; Gary Alfson conditions 3 -13 639-4171) . 1. All lots shall be a minimum of 5,000 square feet with a minimum average lot width of 50 feet. All lots shall have a minimum iLreet frontage of 25 feet. 2 . With the exception of lots 23 arid 25, all lots shall only havo access to the internal subdivision streets . 3 . An agreement shall be executed by the applicant, on forms provided by the City, which waives the property owner' s rights to remonstrate against a future local improvement district formed to improve 79th Avenue. 4 . Additional richt-of-way shall be dedicated to the public along the subject site property frontage to ;increase the right--of-way to 30 feet from centerline. The description shall be tied to the existing right-of-way centerline and shall be approved by the Engineering Section. 5. The two proposed accesses to 79th Avenup shall be constructed match the future grade of 79th Avenue. A profile of 79th Avenue shall be required, extending 300 feet either side of the proposed subdivision, showing the existing centerline grade arid a proposed future grade . 6. the proposed 50 foot radius curve and adjacent knuckle shall be allowed as a vari.an,•e to the Community Development Code. 7. The proposed internal streets shall be constructed to local street standards as shown on the submitted preliminary plat according to the Community Development Code and City of Tigard Design Standards . 8 . The applicant shall provide storm drainagp calculation, H basin map and the necessary improvements to convey off-site and on-site runoff across the site and to discharge the runoff into existing drainageways without significantly impacting properties dt)wn stream. Roof rain drainage shall. also be provided to the publst storm drain system or shall be provided on site so as not it, drain onto, adjacent properties . FINAI ORDF-R - RB-04 PC - THURSTONSON (WAVERLY CONST. ) S 88-0; PAGE 5 I' 9. The app. Ant shall prcvide sari itary miler service to the proposed lots, shall provide future service to the adjacent property to the west as shown on the submitted preliminary plat, and shall also extend the sanitary sewQr pipeline along 79th Avenue to the north property line to provide future service to properties to the north. A connection permit shall be required to connect to the existing sanitary sewer system. IG. Street Centerline Monumentation shall be provided as follows : 1 . In accordance with ORS 92 .060 subsection (2), the centerlines of all street and roadway rights--of-way shall be monument-ed before the City shall accept a street improvement. 2 . All centerline monuments shall be placed in a monument box conforming to City standards, and the Lop of all monument bi.xes shall be set a design finish grade of said street or -oadway. 3 . The following centerline monuments shall be set: a. All centerline-centerline intersections . Intersections created with "cc Ilector" or other existing streets, shall be set, when Lhe centerline alignment of said "collector" or other street has been established by or for the Cite , b. Center of all cul-de-sacs . C . Curve points. Point of intersection (P. I . ) when their position falls inside the limits of the pavement othorwise beginning and ending points (B .C. and E .D. ) . d . All sanitary and storm locations shall be placed in positions that do not interfere with centerline monumentation. 11 . After review and approval by the Director of Community Development and the City Engineer, the final plat shall bE recorded with Washington County. 12 . Seven (7) sets of plan profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvemcnts shall be submittod to Lhe Engineering Section for approval . FINAL ORDER - 88-04 PC - TNURSTONSON (WAVERLY CONST ) S 98 01 PAG[ 6 MENU s� 13 Cons -rut i of proposed public improver • shall not commvricu until al _.r Lhe Engineering ,section flas apprcved public improvement plans . The section will require posting of A 100% Performance Bond, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a stroet opening permit or construction compliance agreement shall occur prior to, or, concurrently with the issuance of approved public improvement plans . 14. This approval shall expire within one year of the final decision date. (Staff contact Keith Liden) The Planning Commission approves M 88- 03 subject to the followirn.3 conditions: 1 . ALL CONDITIONS SHALL BE ME1 PRIOR TO RECORDING ANY tol i1NI ADJUSTMENTS WITHIN THIS SUBDIVISION WITH WASHINGTON COUNTY . 7 . The final lot line adjustment Application(s) shall be roviewod and approved by the Planning Director. In addition to thr requirements of Section 18 162 .080 of Lhe Code (copy enrlosed) , the applicant shall provide information illustrating the location Of all utility facilities in the vicinity of the property lines) to be adjusted. (contact Keith Liden 639-4171) . 3 . A registered engineer shall certify that each final lot line adjustment will not have an adverse impact upon the utility services within the subdivision. (Contact: Gary Alfson 639-4171) . 4 , Ary relocation of uti'. ities shall be approved by the appropriate utility company. All costs incurrou shall be bornr, by they developer or lot owner. (Contact: Gary Alfson 639--4171) 5 Vari.ance or waiver request to the side yard setback minimum let size or minimum lot. width requirements of the R-7 zone or the driveway setback standard in the TMC 18 .04 .080(b) shall be viewed with disfavor. (Contact: Keith Liden or Jerry Offer 6394171) . 6. One or more final lot line adjustment aoplications may be filed for sots within the subdivision as provided by the above conditions. This approval shall expire within one year of the final decision date. It is further ordered that the applicant be notified of the entry of Lhis order. PASSED; This ".day of February, 1988, by the Planning CommjssFon of t the City bf Tigard. I F Fr Milt Fyrr Vice Prei1�sident._-+ (ht/3477D) Tigard Planning �0r6lssiorn FINAL ORDER - 88-04 PC - THURSTONSON (WAVERLY CONST ) S 88-01 - PAGE 7 A[44-'WI)IX 2 A11; TEST DATA SHEET Owner (Name Of city, district, etc.) –__ j! 0, "�_- - — Test No.---_-- .._-- Identification of Pipe Installation (Job name, location, contract number,etc.) D/ Flel.: Test Data: (To be filled In by the Inspector) Date:--__._____Specified Maximum Pressure Drop: Psig Identification of Pipe Material Installed__ Pipe Under Test Specification h Time Field Test Operations Data UPstreJm Downstream Dia. Length Rater to Initially sure TforePressure d Test Stop Test ETlme d Ports MH sta K MH sta rr D L UNI-B-6 Raised To to Stabilize Pressure Pressure (min:sec) F,fll (In,) (It.) (min:sec) (Psly) (min) WSW) (;)Sig) (P or F) Inspector's Name and Title: Signature of Inspector: If�a section falls, the following Items should be completed: Identify section(s) that failed Leak (was, (was not) located. Method used: — Descrlptlr.n of 'eakage found: Description of corrective action taken: For test results after repair refer to Test NO. �— Inspecl.or _ – I This data sheet may be used in conjunction with Recommended Practia: ILMI-B-6. I'he Uni-Bell PVC Pipe Association is interested in evaluating the testing of sewer pipe installations with low-pressure air.The purpose of this"Air Test Data Sheet"is to assist in obtaining information from field testing of aewer pipes as woil as to assist the community in evaluating the sewer's,rcceptabilih,. Full sired HISS x 1 1')copies of the above "Air Test Data Sheet"are available free c;f charge ulum request to Uni-Bell. The Uni-Be,'l PVC Pipe Asrociation s'Iggests that one copy of file completed sheet he retained for your files and requests that one copy be sent to: Uni-llell 1'VC Pipe Association 2655 Villa Creek Drive,Suite 155 Dallas,Texas 73234 s lor M ^I f l n O O In - - "' 7-� ;r: v1 dIn o _ ri In oo �i O 00 ' 0 7 7 rI rI M In d 00 C' M •- d d d 00 00 d Ir, r l M O d o ry In r ^ vi — `0 rl 00 O \0 [: w In In rJ In V'1 M N M E O rl d 0 0� In rl O ON O N v o In N M M in G M Q. O •----- -- _. 0 M •� d •• �O V1 G7 In w v1 y;• In In d In M N ._ N W In O — r'jn . N M IO n LYi Q I en _ N .c OL M In r In 00 00 M Ii I O ,, In In d v'1 O O O O .. .. tom- N en r- 00 '-O '1* M �' d G E r 00 In d d v In v N +t In M In La A O f 1 M d tr 00 N r, r400 kn M ^ i 4 I O r l r! M It In I O w dCL. W Q p„ H M O rM O Vl h In r- 00 M M 00 W � W In In d et O M 0 In M d N 0 O wH — — wI - -- Qo In uj In In d d d O 00 in O In In N N 't -jM M v� S N M d In r- 00 t a N r•I O Q -- p w —..1 ..1 ..1 ..1 ..� J 1 .J J 1 .J J ►7 + N .. O r O vI r- M M �p JN L v M OD 00 O r- +t fn en In 00 r 1 00 a E o c c ^ -t r: ^ r 10 0o r! 00 0 Z 0� CJ O F= J ! ' 1 In In \0 00 O �I I^ r W D. `^ E 00 W Q` Q O d^ Q, X O r 1 �O SEE a, q—.7, I M M � °O Y• "0 In O In O rn O In O M ES r4 r1 d In r oo O, rr4 et ^I r e d p 00 O ^! In 30 �,I 7 rl OM M M - - I 12" __--� MAX. MAKE SURFACE OF -"-� GROUT FILLET SMOOTH a FORM GROOVED INVERT TO I ' DIRECTION OF FLOW. I I NOTE: \ INLETS/OUTLETS AS REQUIRED. 1 STANDARD MANHOLE FRAME AND C0VR FINISH \ GROUT GRADE I � _ Il�Il RAMRISER RINGS VARIABLr NON-SHRINKING ING -- (MAXIMUM I.O",l GROUTol PREFORMED PLASTIC Gi.^.KET PRECAST L CONCRETE ag" ---a� Z SLAB G STANDARD 419" tO MANHOLE RISER;. 12" '"SFT. SLOPE MAX. G g'r _ -- i• - 12"LAYER COMPACTED IO o o . - — - /GRAVEL (3/4"-0) ., 6,o'. N IN �. t M FLAT i UP MANHOLE. Unified Sewerage AgrAxy i 0Y SURVEYORS CERTIFICATE: I. WILLIAM L. McMONAGLE. FIRST BEING DULY SWOFN, DEPOSE AND SAY THAT I HAVE CORRECTLY SURVEYED ASHFORD OAKS AND MARKED WITH 54" BY 30" IRON RODS ALL L0T CORNERS. CURVE POINTS AND BOUNDARY LINE CHANGES IN DIRECTION THE LAND REPRESENTED IN THE ANNEXED MAP OF 'ASHFORD OAKS" AND AT THE INITIAL POINT OF SAID SURVEY I SET A 2" DIA. BY 36" LONG GALVANIZED IRON PIPE, 6" BELOW THE GROUND A REPLAT OF _ OTS 21, 28 AND THE SOUTH � OF LO 'r 29SURFACE; SAID INITIAL POINT LOCATED AS FOLLOWS FROM A BP .SS CAP MARKING THE SOUTH BRASS CAP IN DURHAM ACRES . k4C0RNER OF. SECTION 12. T-2S. R-IW, W. M. THENCE ALONG THE SOUTH LINE OF .SECTION 12. N-88.421320-W 1326.16. MON. BOX FEET TO THE S.W. CORNER OF THE -DULY RECORDED PLAT OF DURHAM ACRES; THENCE ALONG THE WES1T SECTION COR. IN THE S , W , V4 OF SECTION 12 , T - 2S, R - IW-, W . M . �� " LIFE OF DURHA.b,* ACRES N-01 52-20 -E 1981.70 FLET TO THE INITIAL POINT OF BEGINNING: THENCE DESCRIBING -A► CITY OF T WASHINGTON COUNTY , OREGON. THE ASHFORD OAKS BOUNDARY ALONG TuE* NORTH LINE OF THE SOUTH HALF OF LOT 29 ------- BASIS OF BEARING : SOUTH LINE OF SECTION 12 C .S.20, AND PARALLEL WITH THE SOUTH LINE OF SECTION 12. S-88°42'32"-E 327.97 SCALE : � �= 50 ' FEET TO THE CENTER LINAVE; � " E OF S.W. 79TH AVE, THENCE ALONG CENTER t.INE S-01 46 02 -W 663.59 FEET TO !EG'I!`!�Sk•� THE .S.E. CORNER OF LOT 21. DURHAM ACRES, THENCE ALONG THE SOUTH LINE OF SAID LOT 21 AND PARALLEL DATE : JUNE 20, 1988 LAND SURYEYOP r;,�WITH THE SOUTH LINE OF S�� tION 12. N-88 42'32'-W 280.00 FEET: THENCE N-01.17'2x"-E 100-00 00 FEET, 'THENCE N-88 42'32"-W 48.17 FEET TO THE WEST LINE OF DURHAM ACRES; THENCE ALONGA LAST SAID LINE I HEREBY CERTIFY THAT THIS NORTH ki-01'52'20"-E 563.60 FEET TO THE INITIAL PO • 0 TRACING IS AN EXACT COPY OF INT OF BEGINNING. cwl THE. LAT p� �,O R E G O N : `�` SUBSCRIBED & .SWORN TO BEFORE ME � ,� .j . IL CONTAINING: 4.89 ACRES. �� rA' rn ----._`... THIS _._-DAY OF _ ;/?�� r````te 0 e f�88 ------_._._. TRACT "A„ / WIL /•�M L McMONA( N- 01052'20"-E � 1'x50' 1981.70 INITIAL POINT .00 --- WEST LINE DURHAM AC. 3 RESERVE STRIP " „ „ NOTARY PUBLIC W AND FOR OREGON iv � _ ,___ -"� N-01 5� � _ 2 036 G.I.F. SET 6 DEEP - - T - ° '"20" E 563.60' s� I.R. W/CAP INSIDE MY COMMISSION EXPIRES -civ 1 1 56.9 i' � 55.56 55.56 55.56' ° r, - w w 55.56' 55.56' w r"'' 54"I.R.F. W/CASWEI/Cr�'-+P n w w 67.00 61.89' o w50.00' S.W.COR. LOT 6 GOOD N-01°17'28"-E °D - ' -, w a0 0 p ' ' O �� 10 0 1 ACRES N 3.01' E 0.53' 100.00' 'z -- N 0 V_ 0 v. 0 o `� - _ ' q i 6 _ 0 w o o � 7 o ti 8 0 ;� g o 0 O �- N V_ - 3/4"I.P.F. WITH ',t"I.R. INSIDE x0, 0 00 ao • '` 10 0 � II 0 12 0 - O p cel °° °' ap °� c� �0 o Q °0 allo K 13 14 � N 8.4 6, co 0 5 0 !'� co °° co ° t ` ' °' co cn �° R=34. �, 00 ad E 2.9 6 cv R=20.00' cn u, (,0 on �O ,, , cn ao In V_ cn `n cn L=17. 21' I vI �• �2��' ��' NORTH LINE, SOUTH HALF c� N-01°17'28"-E cp a3/ 36.19' 55.56' 55.56' 55. ' , L=38.08 '� co ao .�, - 5 6 5 5.5 6 55.561 -- - �, ° /^ LOT 29 n° _ 100.00' cn ` R. p, �0 70.00' ••' / " q r Q 0 4 0 1- _ __ - 01 52 20 W 364.09" .. �� ` L=20.1 ' ` �+° S l?1 17 �t� -W y �r.. .,`•��,cf) .,,• O R N oo to In © , c\j S. W. THURSTON�� - , Sop ; -Q `' T i o N-01°17'28"-E �� .. q- 15 Q _ I ' . Q p r y a' N iL �, _ 771.80' B r� rL=36.U0' ��"I.R.F. S 0.37' �'� • , t� . •. G, X cr co _ 100.00 R-20.00 /"� /3� 82.0® 3 a VI.57' 3 ►� cp -j J2.84' /� •i -� 'w •••....•.••{• �,/ ,` IGO 0 � w, V l V = I� - 75.26 R , n � O 5•.8V' ',� rj 0 3 a �? 2 0 010 c� 0 =25.00 . •p co, ° 28 -W c\j z iv o p . '� �? N P. 5 !'� 00 0 21 L=39••02' _ N- •.� - rr� ° f In cv �n ,p°v- cU 2 3 , - R=34.00' O ._ .-. _ 100.00co co t0 1 cv N-01 !7 28"-E rn , co q- 0 v- LO cei 25_ N L=17.21 I w 82.00' co N-0i:°17'2 8"-E c°0o 0 cr ,;1 a? IOn ap 100.00' r ' N-Oi°17'28"-E w 81. 57 aD 1` (V _ a1 p 0 N e� _ N-01055212011-ERZ ' N-01°52'20"-E z 100. DO, �" cv 100.00 � �C).�, � z o 2 0 '-r' �? 2 7 N o . , , , 0 ecum �7 �.. p o N O �. 92.00 71. 57' 0 �'� o , 0 --01017'28"-W o LO ° „ � ° to m Q �- �'- --T U-i L O F_ 0 cc CV N-OI 17 28 -E 100.00' �, I 2 _ 3 o cr 0 17 ID o 0 1 � N 100.00 `n N ,'�� o cn �, I rn I y 100.00' - in N-01°17'28"-E W 1 ` -1 � �' � to o co 25 o cel - �I I c� In 22 ,�'-� _ ° co = 100.00' 0 1 p 25 0 ro cv apt I V_ c6 co� - S 01 17 28 -W 0 ° �" ° „ o rn 1 2 8 N aoL a0 N a0 0 S-01 17 28 -W 'n R=20.00' R= d- V_ - - - ---I ao `� 19 fn coIc� 20.00 v- z ' O I r 79.84 �� , rn �I n FD. 314"BGLT W/h"SQ.H R=20.00 EAD 19.2 _ 0.'S ( �� 92.00' 71.5 7' 0 R=20.00' 1n S 0.38' S '°-" h E 0.6 6' 1318.08 ( !� 125.00' _ 1 S. o S. W. 79TH AVE. 413.59' 0 c�1 d• ro - I .00' ` , / N ° C, 933 I" SQ. IRON BAR ON S- 6'0 2"-W 663.59' f - --�-- - .•. BEG. PT. S.W. 79TH AVE. C.R.933 ,, 10" DEEP CURVE DATA - -- _ ___• -_-_ "``'' . LOT N0. DELTA RADIUS LENGTH CHORD CH. BEARING `n I 90028'34" 20.00' 31.58' 28.40' S-43°28'15"-E 6 89025'08" 20.00' 31.21' • 28.14' S-46034'54"-W LEGEND 12 43°38'13" 50.00' 38.08' 37.17' S-05018'44"-E 12 29000'10" 34.00' 17.21' 17.03' S-12037'45"-E DENOTES POINT FOUND A5 NOTED. 13 31°37' 0" 50.00' 27.60' 27.25' S-32°19'08"-W fl DENOTES POINT SET -5,11"x30" IRON ROD WITH CAP HARRIS-Mc MONAGLE ASSOCIATES. INC. 14 23004'06" 50,00' 20.14' 20.00' 5-59040'06"4•N STAMPED W.L.Mc. NO.808. ENGINEERS-SURVEYORS 15 41°14'54" 50.00' 36.00' 35.22' N-- "- ' 15 2 '� 88° 10 14 „ W p DENOTES POINTS TO BE SET INTERIOR CORNER 12555 S.W. HALL BOULEVARD i 9 00 10 34.00 17.21 17.03 N-•74 1� 27 -W C ER TIGARD, OREGON 97223-6287 16 ( 70505" 50.00' 6.84' 6.84' N-63°37'35"-W MONUMENTATION PER 0 92.070 ��"x30" IRON - 18 89031'26" 20.00' 31.25' 28.17' 5-46031'45"-W ROD WITH CAP STAMPEL vV.L.Mc. NO.808. x'V4 COR. SOUTH 19 90028'34" 20.00' 31.58' 28.40' S-43028'15"-E = :�, LINE SEC. 12 21 89025'08" 25.00' 39.02' 35.18' N-46034'54"-E BRASS CAP IN ��6 ° ° EASEMENT NOTE: Int" I.P.F. FRONT + - • '' ' 90 34 52 20.00 31.62 2E.43 N-43 25 06 -W A LFR 28 89°31'26" 20.00' 31.25' 28.17' S-46°31'45"-W L ONT AND REAR PROPERTY LINES ARE TO HAVE A 6.00 FOOT EASEMENT FOR DRAINAGE AND .- TAN. UTILITIES. 89°25'08" 50.00' 78.03' 70.35' N-46034'54"-E 49.50' B 4404234" 50.00' 39.01' 38.03' N-24°13'37"-E SIDE I OF 2 44042'34" 50.00' 39.02' 38.03 N-16006056'11"-E ASHFORD OAI{,S 7 OF 22 ..r..i,.ri•wn•u_gw•+.. m wpu , �`x W '"' t •.,y rip WES....II � Il1 �l� l rlllxI I I _ ' : u. _ •zeta• .. � � � � � I �1 1 r NOTE : IF THIS MICROFILMED• ` - +•-�. 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOT ICEI-" 7 IS DUE TO THF QUALITY OF THE ORIViNAL DRAWING. � ._ . - ----- ---------- _.._-_ __ .------ -----._.. OE 62 8Z LZ 92 SZ !'Z c i',Z IZ c;Z 61 81 LI 91 SI til EI ZI I I UI 6 8 [ 9 S b E ,,,,,�""'� .►!1 tlli11111{111111111{111111111{11111111�rlllltlllll11i1II� Iluu1t�1111111Iri�1t��1111111{1111111i1�iI�IJllillllll�I1�1{Iilllltltltlil�I11111111N1t �11i1I1111111nIl;ll�tlil�11t111111�1111t11111111111111�I�,�j��111111111111�I111I1111111111)1JI��t�tllJlll�tw,uitit1�I11J1lIII 11111 A HFORD S OAKS APPROVALS - APPROVED THIS DAY OF . , 1988 APPROVED THIS ______ DAY OF , 1988 DIRECTOR OF ASSESSMENT AND TAXATION A REPLAT OE LOTS 219 28 ANL THE SOUTH �' OF LOT 29 ASSOCIATES, INC. CITY OF Tf ARD WASHINGTON COUNTY ASSESSOR ASSOCIATES, IC. TIG ARD ACRES . ENGINEERS-SURVEYORS PLANNING DIRECTOR BY IN THE S .W .V4 OF SECTION 12, T - 2S , R -IW , W . M . 12555 S.W. HALL BLVD. BY _ DEPUTY CITY OF TIGARD , WASHINGTON COUNTY , OREGON . TICARD, OREGON 97223-6287 ATTEST: THIS — DAY OF 91988 BASIS OF BEARING : SOUTH LINE OF SECTION 12 C , S .20 , (o^ 72DATE : JUNE 20, 1988 APPROVED THIS DAY OF . 1988 DIRECTOR OF ASSESSMENT N TAXATION D A ION DEDICATION: SCALE: 1" 50 ' CITY OF TI ARD EX-OFFICIO COUNTY CLERK KNOW ALL MEN BY THESE PRESENTS THAT WAVERLY CONSTRUCTION COMPANY INC. AN OREGON PUBLIC WORK DIRECTOR BY CORPORATION DOES HEREBY DECLARE THE ANNEXED MAP OF "ASHFORD OAKS" AS DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE A TRUE MAP AND PLAT THEREOF: ALL LOTS BEING OF BY DEPUTY DIMENSIONS SHOWN.AND SAID CORPORATION DOES HEREBY DEDICATE TO THE PUBLIC AS PUBLIC WAYS APPROVED THIS _ DAY OF 11988 FOREVER ALL STREETS SHOWN ON SAID MAP. ��,� rfj�-�1"� �'�--� , .��-,�,�; ; �,�.r�►�t,,,�- �,� :f f APPROVED THIS DAY OF , 19P.8 WASHINGTON COUNTY BOARD OF COMMISSIONERS IN WITNcSS WHEREOF SAID WAVERLY CONSTRUCTION COMPANY INC. HAS CAUSED THESE PRESENTS TO BE WASHINGTON COUNTY HEALTH DEPARTMENT EXECUTED THIS DAY OF , 198A. BY . — WAVERLY CONSTRUCTION COMPANY INC. BY BY B YBY • �-C� ' APPROVED THIS DAY OF . 1988 KENNETH L. WAYM4 , PRESIDENT WASHINGTON COUNTY SURVEYOR BY BY . BY _ ACKNOWLEDGEMENT: STATE OF OREGON }S.S. COUNTY OF WASHINGTON BE IT REMEMBERED THAT ON THIS DAY OFy✓ye , 1988 BEFORE ME A NOTARY PUBLIC STATE OF OREGON IN AND FOR SAID STATE AND COUNTY PERSONALLY APPEARED KENNETH L. WAYMIRE WHO BEING DULY COUNTY OF WASHINGTON S.S. SWORN DID SAY THAT HE IS PRESIDENT OF WAVERLY CONSTRUCTION COMPANY INC. AND THAI" SAID I, DO HEREBY CERTIFY THAT THE ATTACHED PLAT WAS RECEIVED FOR RECORD ON INSTRUMENT WAS SIGNED IN BEHALF OF SAID CORPORATION AND HE ACKNOWLEDGED SAID INS i RUMENT THE DAY OF , 1988 AT .— O'CLOCK M., TO BE A FREE ACT AND DEED. RECORDED ON PAGE IN BOOK OF RECORDS OF PLATS OF SAIDY COUNT . IN TESTIMONY WHEREOF I HAVE HEREUNTO, SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. DIRECTOR OF ASSESSMENT AND TAXATION. 111, EX-OFFICIO COUNTY CLERK NOTARY PUBLIC FOR THE STATE OF OREGON [ ' `� BY 4OTA R� . MY COMMISSION EXPIRES f7Z 2G / ieo = i --� DEPUTY � : .. • �� i } HEREBY CERTIFY THAT THIS 4,� e 1. ! f n �''y Of t ► s,aRv TRACING 1S AN EXACT C0 t w • :• J 3)i �r • THE F j�yJ�j�` AS PER O.R.S.92.070 (PAR.2.), 1, WILLIAM I McMONAGLE, ALSO SAY THAT THE PROPER MONUMENTS OF 10::__1 . E_ Mc r�c riri/'".GLi STREET CENTER LINES IN THIS SUBD►WISION WILL BE MARKED WITHIN 90 DAYS FOLLOWING COMPL.FTION OF PAVING OF IMPROVEMENTS OR ONE YEAR FOLLOWING THE ORiV NAL PLAT RECORDATION, WHICHEVER STATE OF OR OCCURS FIRST IN ACCORDANCE WITHO.R.S.92.Of0. OREGON Is .s. COUNTY OF WASHINGTON INTERIOR CORNER MONUMENTATION I, DO HEREBY CERTIFY THAT I HAVE COMPARED THE WITHIN PLAT WITH THE ORIGINAL THEREOF, THAT THE SAME IS A FULL TRUE, AND CORRECT TRANSCRIPT I, WILLIAM L. McMONAGLE, FIRST BEING DULY SWORN SAY THAT IN ACCORDANCE WITH O.R.S.92.O70.HAVE. , AS THE THEREFROM AND THE WHOLE THEREOF, '' N�'` 3SAME APPEARS OF RECORD IN CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE INTERIOR CORNERS AS INDICATED PLAT BOOK __.� PAGE THEREOF. ON THE A 'TTACHED PLAT OF "ASHFORD OAKS" AS ORIGINALLY RECORDED IN PLAT BOOK PAGE: WASHINGTON COUNTY PLAT RECORDS.. DIRECTOR OF ASSESSMENT AND TAXATION --- PLS# 808 EX-OFFICIO COUNTY CLERK SUBSCRIBED AND SWORN TO BEFORE ME THIS , DAY OF , 1988. BY DEPUTY NOTARY PUBLIC FOR THE STATE OF OREGON MY COMMISSION EXPIRES COUNTY SURVEYOR APPROVAL APPROVED THIS DAY OF , 1988. PURSUANT TO O.R.S.92.070 (4) WASHINGTON COUNTY SURVEYOR BY SIDE 2 OF 2 B OF 22 r�r ` rrr r � r � � s t<r �► ir ' irrrl � �l� t 1 I I J fI 1 Clrf rir rir �) rir rl IIr1 � � � r11 I'� I ri1 ri1 ii1 lir rtl r r � I � i r i � I � r r 11 r r i i r i i i i err , I I I r i I I I I I I III I r l l ! , ., � NOTE : IF THIS MICROFILMED 2 3 4 5 8 7 8 9 10 iJ 12 w DRAWING IS LESS CLEAR THAN •�� 'ak- THIS NOTICirr"IT IS DUE TO SMF QUALITY OF TI-E ORIGINAL DRAWING. _ r 0� 62 BZ .) Z 92 SZ bZ cz ZZ IZ OZ 61 131 LI 91 !I bl E I 21 I 1 01 6 9 C 9 S b - E__---_ 2___. 1 34MLDW ►�i i��l��l��i��l��i��l�;��i��;ii�ilr�rrlrrrrli��l��1��1��►,1:��1��9�ii�liiirlrrrrlrr�llrrrrlrrrtirr��lrrrrlrrrrlrrlrirrrrlrlrlirl► �j�rrjrr��Ir11ti1111r1r�111111s1tfr11111111�11111�111�1�t�±�lrrl��;�I��Irorrlrrrilrrllll��'n��l��t��u+�l►r�irlal�tl�llli� '� _ • -fag ,M1. la. I 51 T E 01J - _ J101\ A J ^ i i — 3 J f m r S. W. DURHAM RD. VICINITY MAP 3CAL E ' I"=600` %z) l IBDIVISIO INDEX TITLE��• � BHT. N0. TITLE SHEET STREET tar STORM SEWER, PLAN I OF 5 15 PROFILE SANITARY SEWER, PLAN 5r PROFILE 2 OF 5 WATERWORKS PP.-AN 3 OF 5 SITE GRADING PLAN 4 OF 5 S.W. 7.)TH AVE., SANITARY SEWER, 5 OF 5 PLAN 13 P'ROFILE, FUTURE STREET ` PROFILE ',`.NORTH ,` F I L E COPY APPROV ;CONSTRUCTION ISSUED BY s 1CITvtiF,nl DATE fG' •/Io�� 6 7 8 9 10 11 12 1" i 14 t. ENGR UFFICE Liv HATE 5 pperAT ncFirF 1111 DATE N BLDG OFFICE BV ^ATE —L S.W. THUR5TON DR. , - - — - - — - - - - — u� - E3 4 Ir-I 15 GEN TEL CO E.v/ N W NAT GAS CO B' —_ � , F 3 M1 2625 23 21 z 16 P.G E CODATF 13 gQ 'Q °f I— WILLAM CABLE CO Ca TE 2N 27 — 20 0-117 ZZ&W WAT. DIST, B DATEC 2 4 = FIRE DIST, BY / DATE51 I 22 1 rAww AQ BY aZ ` DATE 3 f 1 I 28 19 I 18 �UNIF. S_W.AGENCY BY •L4- ,DATE : s4 r OWNER: S.W. 79TH AVE. . �;� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - _ _ _ __ - - - - - - - - i- - - - - - - WAVERLY CONSTRUCTION CO. r 1 _�— --- -- ---- --- - ,4 1CD I— FU RE PARTFIDGE HILI S ,GENTLE WOODS 8735 S.W. CURRY DR. MI° Iwo F- I SUBDIVISION _ WILSONVILLE, OREGON. 97010 cop i1L� ?wZ +r��' d. z�� Y PLAN SCALE. I" • 100` WAIr ' ENGINEERS-SURVEYORS TC.�'�/!' .t,CE71�IG'I✓ ,ilrirC�l✓ �t•V4�. Q•t;�i '!`/dC� HARRIS--McMONAGLE ASSOCIATES, INC. 12555 S.W. HALL BOULEVARD TIGARD, OREGON. 97223-6278 r M •x r ASHFORD OAKS WSHFORD 0W .-iS Fitli •1 I y'. t I I ! F I 1 till q ( FFIII1IIjyjf1Ijii►'11111�1:1f1111�111 1111. II F�Illfllr�li �111�11 III,111,111Ifj1'I�I'1111111I111�IIII111I111I1111111IIIII111I111'1111I111I111'111IIIII111II�II111 ;� - t 1 I , NL%TE: IF THIS MICROFI MED �� I -- 2 3 4 v 6 _7 9 9 10 DRAWING IS LESS CLEAR THAN THIS NOTICF-r'IT IS DUE TO QUALITY OF THE ORIGINAL RAWiNG. 0£ 62 82 LZ 92 SIZ tiZ £Z 22 IZ OIIZ 61 81 Ll 91 1-•-_9'1 b I 1 E 1 Z i .` I 1 01 6 8 9 Sti ..1,, £L,. '•. Z I1•. . �• �=' �I,o11111111111111111111111111H)1�11111111�IIIIIIIIIIIIIIIIIII1111111N�111111„tIN11Ill1IIIInhIHKI�Iflo11nI11n�Ih1111uu1u11�11IIh111g1(�u1t'luilh►n11Nmm�ru�nlUunluulnulu1d11111u1u11111n1u1;!Ilul).Wi�W111Llflullllllilullrulu��l�lhn, r JUNE 24 19 92 - h A B CD E F " I I I G r CURB L INC CUFtVL DATA ° 1. CURVE DE LTA RADtV5 LENGTH ' A 90` 34•' 52" 28. 00 4,9.27' y. NORTH 89025 08, c 8100" 43.70STREET AND STORM SEWER CONSTRUCTION NOTES: 1. . ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TIGARDS 3-r29 END C 89,025,08 33.00 51. 50 STANDARDS . 5rQ9M LIt CITY STO, 57REE7 C 2 ,•°00 10 42.00 1.26 1. I -98 BARRICADE TYPE 3 2 . ALL STORM PIPE SHALL BE CONCRETE C-14 EXTRA STRENGTH . OR E 2 9,00 l0 µ2 UU 21.26 CORRUGATED ALUMINUM PIPE (C .A . P . ) . 16-GA . I 3129- 13 END CUKd t 3-2E?,78 ENDCURB - -- --- EYEBROW 180.48_ / I 186 4 __ I 1. T C. I S 6 .55 r 2 20 21'17 42.00 16,3 9 3. TWO 4" WEEP HOLES SHALL BE PROVIDED THROUGH THE CURB FOR 17 A 2 . T. C. I S 6 .j5 G 2221 I '� 'f2 00 16.39 EACH LOT WITHIN TWO FEET OF EACH FRONT LOT CORNER. - T. C . 186 . 17 0 4 . STORM SEWER CATCH BASINS SHALL BE CONSTRUCTED WITH SUMPS . y O I 1 2 13 14 4. T. C . ! >36 .0o H 22 21'17„ A? 00 15.3,9 N � _ � c+v v I. T.C. ►79. 5 0 a � P R.C. ��' 5• 7- C . 185 ,83 1 2 2' Z 117~ 4 2•UD 16. 39 5 . THE DEVELOPER SHALI. INSTALL STREET LIGHTS PER , THE CITY OF x - Z*5�011H �W �o * PVI 186.571 / ,M ►�_ 2. Tc. 17x. 32 � � � 6 T C. 185.65 5 N ~ 3• T.0 179.25 LOW P r," a 7 4 _,�* I�. S_4_ m .� 29000,10" µ2.00 21.26 " TTGARD APPROVED P .G . E . LIGHTING PLAN. 3 © INLET I•E 175.75 ± + ' r.c. 166,73 j' T T C ►85•:15 A 6 . DRIVE WAYS ALONG S.W. 79TH AVE. SHALL BE CONSTRUCTED TO MATCH r1 Z i ! K 29 00 io. 42.00 21.26 3 2+50 INLET_.. �, _- THE FUTURE LINE AND GRADE AS APPROVED BY THE CITY . i.e 79 . 21 2+31.04 �, I _- ___-_ ,� I E 3 , I.E. 175. 71 �2� \fit q_ -5 INLET MH ,� l lG 4 / G CUr'. F� L 96 "8'39 ' 28 .00' 44.22' O N C -. 1 ._..-_.CA ,'.� 179. 74 I•E. 17 .LO r1- 01�52� 20 - E 364 -09' � th 5 --*-------- + 15 I T.C. 156 . Lt7 M El9�31'2G" 28.00' 43.73' R/W 4 p 2+13.95 34' Iz"CCP S. W. THUR5TON DR . 300 r T �� `f! - ' c ;O �T.C•17B 63 - I I 2 T G . 185 . 5H 6 R R.C. 1+ 81.0 1 2 0.45.4b INLET- - -- -- -- -- 'ao I 2 �� (P.VI 185.43) 3 T. C . 185 •u3 N 50 283 } 28.00 µ4.t7" I -- �J __ - I- --- I i T 6179.77 N •o ,,r .0 3•+64.0 7 _ .. O 89' 31 26 28.00 43.75' 1 ry C. Te-c�c a: - -1 I. T•C 176. 22 „ .� u� I 1 • 2 TC 176 79 �.; oo CENTER SINE CURV[ 7".yN. Ir-CA �, 25 � i � � Z I �- O +n`' 3. T.C. i 7 9. � � + � - - ` I G A/C CURB ,•-- � ,� ` _------•--• V N cv PT. �++ •+ 1 IZ ' 1 .4 G 89° 25.08- 50.00' 78.0?' y9•So 1 C i - + 6 26 T C 185.03 8 �� 117 8 T.C.-18�9 LEGEND ,��- SAW CUT EXIST• EDGE 1 + 31-04 r` on Cl _ ` 1 3 3 8 -- --- - _ I AND SEAL PRIOR TO v N rKr=L 4r 7u 96 U O - ► WHELLCHAIR RAMP PAVING NO ► T - ----- - ^ 4 7S. Go �_ � 4�'() LEVEL COURSE W 2 a ' -' T R c e I o � U O � • ,�"x3o"z-�av s�o �v/u•C.n-ca,� 2 7 M 8• - 1/Z, 13A5E ROCK 7 .N Q w - ` - C 2 2 m �T O 'sVS i,eav/moo /fin=�.s►� 1; 0+83. 69 1 � 5120.36 � � Q sr /'�ar+'r/M�rOc>x. TYPICAL 5E. C7IaN IC 0+ : 1.04 _ - t , s •+ 25.60 0 � S . W. 79TH AVE . 15 r i N G l i I � 17+6 0 INLET` -------- ------ ry � 3 1 "C.A.P � Q 1,1-. 176.00 �NDCL.•;B 5.57. 4, ` Z- ^ I .o ` >r e Z 8 H0usii I ' ' w TOP 179-o t -- N END CUR 5+59.i9 T 1 2 + 45 +er 45 rte!, _ - - I I I T C. 181 �5 0 . 1 ,o.,7 w + T INLET I.E 178.x7 t 1n I - 2 cv r>t 13+ 97.65 � N I.E.E7o.O � I�'+RA.r ✓11/+�N 1 '^ h + 70 I y _ � % -- -UNLET I.E. 178..57 O l?/� 2�i✓ - ' N h �t �+' RAIN19RAIN - A `' - - 25 6. ,� ' TOP 173.2 =� 57U13 p I ° ' STUB I 18 + I I. 26 lD l NT O `__ - 0 ' - -- A/G Nc N - _ _T- .__�� / -Q. I ry I v 17 7 2 12 SCP NEW A/�, CURB I '9 1 T<.?CR �� N tyA/G CURB 9 2 L mQ , /O IO++ p IC _ .._ -- __ 1 F -- - - - X102 (M N 7< MHS 15 C.A.P - - G.A.P. -� �,Y C CU R B 4 A/O __�____-- w� ' j, 6 - - -- - - --- .- _ ------ --- -- -- - ;;� Z'b 1• 1 0 2 1487.68 - - - --- - °�F 3 ' !. _ .SLOP PER _LSP 1173.0 7CAP N GI' 46 02'_E ` Q N / G f; -- ----+ --t--`- -4'-- - 1 � ��W 6 � 2 1�7 l-1 1 1 (1 M I S C u N T K A C T� - - - 14 BOJ �_W 79-111 ,�V E EDG OF Ex15T. PAVING re+wo NIH i 6-CRUWIV 1y IN I YEAR CirY 5'p - S 0 0 t - -�- -- - _ - - -- _ - _ 2 I ' -_------- -- z 6 I 2,1 I o j I4 +38 O!✓ MH +4 43 08_=_O t 00 ' - o r 8. M o ! a o / it''THICx CoNC o „ ---- \ f - `� O . 18+56. 66 O SIDE VVA I' R 2 F �1�, �) LEVEL CUuRSE FUTURE TC. 175. 21 r I w coA 'v4g` At + + • LK STC b CuRb ^" IN5TA 6.L FOG T , N I � � 0 7" THRU p/W 7"OF I/x' BASE ROCK _ G• T- G�• PELF. -- °' TYPICAL. STREET SECT 10 N I LINE AND GM3 - P, RIP RAP ou7 BALL_ IN - FUTURC- TC -- acv SIGN OUTFALL $4Str'. EL. / 77_ 3/ 61. 67 NATURAL r)RAINAC,R CoL)_R_:,E 14 +48 24 R NOTE /9+ 87 /8•RT INTERIOR 57RE• ETS ENGINEER TO DIRECT EA15T IMG 12" CIJLVE1-. T SEE 5HT. 5 FOR 79 ; H AVL 17450 - /S 8'r op6-jTgT/A/,�j- GRADING OF ASHFORD TO BE REr0OVCD 5 TO R Ml S E W E H PROFILE E SR1kE iti f? ° 290 Nci.- OF F. H STREE'.' TRANSITION PROVIDE. 6" TO IZ ' SIZE RIP-RAP _ TO S.W . 79TH. AVE . 6' WIDE X 15' LONG . PLA;,E 2. BACK $. E L- / 79.53 EC. /88. 23 UNDER DISCHARGE END of FllPL 3_ ---- -- --- 'W t3 C4 ------------------ - -- -... 190 44 IN NO _ _ 4� _ _ _ _ - 180 - _ - -- _..___. . .__ _ - - ._ _ --- - - . TR EET' --- _.. --- - ------- 141 ---0 4 . .fes U I 4 25 _ _ - 170 . ..__._......._ _- _ ui at OJT _ f _ f _ _ r 0 + ool 00 2+ 00 3+ 00 4 00 5*00 6 + D0 oio0 1+ 00 2+ Do - ------ 4.100 _5 - REFERENCE INFORMATION AND NOTES: DESIGN TBM LOCATIONS - ALL IN S . W. 79TH AVENUE < Pnln` `1' R H. OM-4ER:WAVERLY' CONSTRICTION CO, SCALE ' VERT TRACED 1 }0 HUH/Z ASHFORD OAKS 8735 S.W. CURRY DR. JOB No. 8+21 -- 20 I RIGHT SPIKE N FP #2903 - 3 ABOVIt GROUND - EL 172.86 1 �+...� �A . H. WILSONVILLE► 'OREGON. 97070 2. PER RvC T�sR'•¢ci7y-.t'JfvL,.,.�• ti J. R Hf 5 16 Is 15+40 - 18 ' RIGn T - S .W. CUR OF G . T. E. PEDESTAL BASE - EL 177.31 � ,'�� CHECKED Harris .-McMonagle Associates STREET � S T R E T 8STORM SEWER SHEET REV. DESCRIPTION / 7tSD /8 ' A1OHT SPIKE' /N PP OZ?07 J. / 79. 5.3 W. L . MG SUB. . I 19+87 - 18 ' RIGHT - TOP OPERATING NUT FIRE HYDRANT - EL 186.22 '; ` �, � ENGINEERS - SURVEVOtS REFER TO TRACR'1^ FOR LATEST REVISION �� '{�:'� DATE 12555 lq.W. HALL BOULEVARD ASHFORD OAF !::S �-_. -.-� =; 4 88 PLAN & PROFILE TIGARD, OREGON 9722 of 5 t 1 c_i 1 I I I 1 jy imp No- � i'�`' I � �I l I ( I I + i I I•r I + 1 ( i��I r I I I�I I f I 1 I �I I 1 I I I 1 I I I I f I I 1 I I 11�11 I I I((I I I I I I 1 I I I 1 I 1 I I I I I I�I 1 I I I I I I I(I I I I I(1 11 I I(I,I i I I I I�(I I t I I I I 1 I I I I I I t(t,I I I I t 1 I � ----.».. ,..�p,r-_ .._.�,,....,.,_.`_ ; '.r- _ _.._. ... _ _ NOTE: IF THIS MICROFILMED I ? 3 .,...4..- -5 7 l6 9 12 DRAWING IS LESS CLEAR THAN THIS NOTI(;E IT IS DUE TO ! JW QUALITY OF THE ORIGINAL DRAWING. - -'- --. - --'- - - ---- --- OE 62 92 a 92 S2 *2 C2-u 12 03 61 61 Ll 91 t SSI t.I C 1 91 11 01 b 0 L 9 � +r E 2 1 +1111I1111111111111111111 nul►u1�Itu1111�lIIIIIIII�IIt1111u�1►ul►►ultlalnJ►�JJn111i�H1111lII�t�1111�IH1111�.�IIIII1111�1111Il1!!1lIIi 11l1lNl�ilf11141f�1tfll+lll�fffl)Illl�fllil �111111111�111111111�1111�.11111 R!!�'tRLfIR I1N - JUNE 24 1992 ..•�. -... ,..-,..... .,a--..•A.r.r-- -�.i..,�,ir -�..,.-.. . _.:..,.,4,,.._..._..--,. .mw.._.._:...._ ..._ �. _._ ........,_ ,.__. -•,..--,7.. ----•_. �_ .... ,,....r+c.,..A'rii'' .> :.. ..... ... . .. '�;;'�►14Afi: .. ` _ A B C E F I : a - I � SANITARY SEWER NOTES: I. ALL CONSTRUCTION MATERIALS 4 METHODS SHALL BE IN CCNFO'iMANCE WITH THE UNIFIED SEWERAGE OF WASH. COUNTY (U.,-,.A ) AND 'CITY OF TIGARD PUBLIC WORKS STANDARDS & SPECIFICATIONS. NORTH 2, THE: CONTRACTOR SHALL_ NOTIFY THE CITY 48 HOURS PRIOR TO STARTING CONSTRUCTION. 3. PIPE SHAG BE P.'J.C. CONFORMING TO ASTM D 3034 - 4. SERVICE ; ATERAL.S SHALL BE 4-INCH DIA. EXTEND A MINIMUM OF IO F-FT FRC',M THE MAIN AND 6 FEET INTO THE LOT. THE END OF EACH 1 3 +23.950.0. i LATERAL SHALL BE MARKED WITH A 2" x 4" BOARD EXTENDING 3 FEET x+98 " ABOVE THE GROUND. L=37' o v 7 P 9 I I Q l l 2 5. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS 5 e 200 13 14 SHOWING THE AS BUILT SERVICE LOCATIONS. > r` 0 l _ 5 +30 z ' Y .J O � �Oh a 3 +10 MH Ai !_ �ry el � \ 6. THE CONTRACTOR SHALL AIR TEST THE SEWER LINES AND PROVIDE 7 I -. -+ N '� T111 ThE CITY WITH T.V. VIDIO TAPE AND REPORT.o ^ - --= - � 7. THE CONTRACTOR MAY BE REQUIRED TO P'JLL A MANDREL I HROUGH - 1 3 I 8 F V. C . - -- - - _ SOME OR ALL OF THE LINES CONSTRUCTED. _-� 5 ° 0. 0270 + L� - -- —_ / 20 mH ?+ 13 .95 MHA I = 28- . TRENCHES SHALL BE BACKFILLED WITH 5'4" MINUS ROCK. 0400 Al- LINE ?4OS . W. THURS TON DR , h �_. 15 9. ThrE E/y61"ee t y6l//P,Et�Yivf OI✓E �SB�.�T f'�•��e 7b T74�k ,n ;� L= 37'o Zb + t J off, W 3 1 +_50 0 1*55 Z� 23 Ing Z 1 �� z ! = 37' L=27 , I - LINE I 5- A 0 1�5f Z 16 --- ' 270 V) 2 j + 00 a ��, 27 20 04 Cal 17 L- 37 ;ao -I 3 7' � I 24 Q i L 27 I l` ` i� Z 2- 0+50 ;.� viI 0+47 28 19 0+53 Ui N 0'50 L=37' L�271 — - - ; SEE ( 5H T. 5/5 FOR L- 37 _ L=z;' 18 LAT.I LOCATION l - 2 I O. L PLUG i - -- - - 5 - _ - _-- _ — - f-- --- - 5' ,-_--_ S• w 79 T H AVE - - ---.----------- - -}'-.----- _ +- { �. w r�. �St005t I 1190o w.M. 40 ofi- w 1 t ; ¢ � O +t�O SAN- MH ALINE 4 o O ' o �4 +4,5 oa 79 rN1p 0 +00 SAN. MH B LINE I� 18 + 61' 66 79TH- - PLA N a0 T E SEE 5HT. 5 FOR 79TFI SEWER 3- — _ - _.. _ .._ _ / O --- -- _ r. Q .. - - --- -- _._ - - - _ ICE- ._ N 1$ _ EX '" G R 0 NDS _ Am 1 An — _ — I - - - - - - r. - - — - - - I - - C 4- _-_ __....__ -_..... _.. _ -- _.....-_ -_-..._ - _ _ - __ . - - 2 g ._ - O 1 _ fE 77!. 1 4 _ T — .Q� + i t1 — ........._ _ __ -_-_ _ _ _ --- _ _ - — - -. 170 -__- - -- - - - - --- _ — _ _ _ ........ I - __. __._..__.... _-_ __._.._ 44-- 7 - _ �n - _ - _ man- _ 4 OU ..... .. ... _ Qr _ _.-........._ _ _ -- -__._. _....... __ ... --- - _ r O 1 + 00 - 2� OU 3 + Ud 4*00 5+ 00 6+ 06 O+DO 1+ �1f� 2 + L)0 3�Ao Ot 00 I + 00 24C10 REFERENCE INFORMATION AND NOTES: DESIGN _ SCALE - M�f,• w L M� OWNER: AV�.RLY CONSTRUCTION CO. _ 150 HORrz I" ' 5 VERT TRACZ7D 8735 S.W. CURRY DR. ASHFORD OAKS JOB NO. N . H • WILSONVILLE, OREGON. 97 070 SHEET 2 9 /''fr6i � ,ti rd�td= � i.�,._ f?y4•-tet.,..—�. CHECKED Harris -McMonagle Associates J. R . N SANITARY SEWER REV. DESCRIPTION SUB. APPR. DATE 1.0 REFER ENGINEERS- SURVEYORS ---•ter. REFER TO TRACING FOR LATEST REVISION "t,61 HP, r,,\ DATE 12555 S.W. HALL BOULEVARD A HF� GRD (7A1<'c �H P 4 `+ J3B TIGARD, OREGON 47223 PLAN 8& PROFILE OF 5 D„r,_.-.._... _ II ,, .,,.cry.. • _t ••' .-..F -•.. . •...e.....,...-- _.--.-..•..•a.--.r.._'—. n' nM•'.x•..ar w�11 /�' /wc.•+_v....;^v•.'MAr.w•"yVr++I1YIl..ar _...,.e.,yw,.._., -. _. .. _ • }},,1 II 1 1 1 1 1' . •I'I � ( I f I ( I J � ! I`'I � I I ( ! I I' 1 I I I ( ! I � �IIII II ICIII�IIi�ll �IIIIII IIIIIIII�IIIFIIIIII�IIIIIIIIr11�II1111tI1111111I11111t��II11111�illlllllllllllt1�1111111'lllllll r., ��"..,, _ « • •� .: -- ' .._. Z NOTE: IF THIS MICROFILMED 1- - 2 3 4 5 6 _ 7 S 9 10 11 1,2 DRAWING IS LESS CLEAR THAN x THIS NOTICS-r,TT IS DUE TO jFE QUALITY OF THE ORIGINAL DRAWING. 0E 62 82 LZ 9z S2 ►2 E2 22 I2 08 $Il BI LI 91 C.I Irll CI 21 11 01 6 9 ( 9 -- 9 ti E 2 1 , .. rlt�lllllllll�lulluu(uulnll�lullU1�111111II�gNillu�nu{a��nu{iur{wUIH11�1111�f111�11�Mlliltltlll�l�llllllllt�ttll{i1ti1M11i1f11111tii1t111tiit)IHI1111�IIi111111�I11iI1i11�111� 11�1Iu11111�111111111�11111111111J�NUUU�llllltlll�l.I1�IIllIlU1'UJ1�1111 JUNE 24 1992 ...Las._.. .'.. ,. .. _ - .. ... .__ - .. ..._-_-w..._.-rb.!'•-- '•.�,..- -- _, •.-.-ao.-._-r-,.,.A.,O,,_•.... ...+ .. ..._ _. __ ,..' , - 01;j4jjjj FRI,'-'` c, ��ax ., ., _.x-�q •s. s"` r� .... :y*1S11�M1�-.e'8�Fr ..'., -�.Vii. -�.�i•�y �.: r .-...,�. OlR• !'1'•S.• .a. � �..�:�.. .q .,. ..., � , .gid 111904 WATER WORKS CANS7"RUCT I.ON N-¢ ES 1 . TIGARD WATER DISTRICT SHALL BE NOTIL:IED PRIOR TO COMMbNCING CONSTRUCTION. ALL CURBS MUST BE CONSTRUCTED PRIOR 1'O WATER LINE INSTALLATION . 2• ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH A . W. W .A . STANDARDS . 3. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE TIGARD WATER DISTRICT . 4• PIPE SHALL BE TYTON JOINT, CEMENT LINED DUCTILE IRON, CLASS #52. S . FIRE HYDRANT ASSEMBLY CONSISTS OF: A: MODERN MUELLER CENTURION, A-442 , 6"MJ , 51/4"MV0 . 3 PORT ( TWO 2 1/2"AND ONE G 1/2" NST CONNECTIONS. 1 1/2" PENT . OPER. NUT, OPEN LEFT, YELLOW COLOR . B: 8" , OR 6" MJ X FLC , TEE. \ C: 6" FL6� X MJ . GATE VALVE . D: 6" MJ. *MJ . HOLDING SPOOL . 6 . FIRE HYDRANTS SH� L BE INSTALLED UPON A PRE--FOPMED CONCRETE BLOCK WITH 1 1/2 , UBIC YARDS OF 1 1/2" DRAIN ROCK. COVER DRAIN ROCK. WITH T R PAPER PRIOR TO BACKFILL. 7. CONCRETE THRUST ]LOCKS WITH AT LEAST 8 SQ. FT. OF BEARING AREA SHALL BE Pb,;RED AT EACH SEND, TEE AND BLOW OF LOCATION . i 8. ALL MAINS SHALL' HAVE 36" OF 3/4"( - ) ROCY COVER, EXCEPT THROUGH EASEMFNT AREAS. 9• ALL SANITAR) ` SEWER LINES LESS NAN 10 FEET LATERALLY OR 3 FEET VERTICALL OF WATER LINES SHALL BE ENCASED IN CONCRETE 6" THICK W HIN 10 FEET OF THE CROSSING, . NECESSARY CROSSINGS SHALL', MADE AT 90' , WITH AT LEAST 18" OF SEPARATION . j 10. L''_ SHALL BE TESTED AT 15C PSI FOR ONE HOUR WITH A MAXIMUM 1 S OF 5 PSI . STATIC PRESSURE 310 PSI . A PRESSURE REDUCING VALVE WILL BE REQUIRED AT EAC METER LOCATION. THIS WILL BE -'INSTALLED BY THE TIGARD WATER DISTRICT AND INCLL'DED IN THE COST OF THE METER , �`� •. -~ i1. O.S.H.D. BACTERIOLOGICAL TESTS ARE REQUIRED. SAMPLES WILL BE - TAKEN BY THE DISTRICT. / ' \ 12. TIGARD WATER DISTRICT WILL INSTALL ALL COPPER SERVICES PRIOR 2'• BLOW OFA" AS�CMI7 '.Y ��; TO THE STREET PAVING. METERS WILL BE INSTALLED UPON REQUEST . 8"• T- J. CAP T-AF TOP-' I. Pi. WITH 13. SIDEWALKS, WILL BE 5 FEET WIDE A ADJACENT 'TO THE CURB. Z GLOBE VAI_VC �rCT IN CO4 - METER 13O 3C HIND SID[ wn v� \ NORTH STRADDLE CON 3 C THIZU.57 8L6- H: ( FOR T"IJ TUBE � Te= N 5)0 N 10' I AN_ C.O. i N _ o _j � � 14 U + 1 + I e / �_ �ANMN - - - - - - - - - - - - - - - - - - - r �ANr1N I S. THUHSTON PR- �. SAN MH � 906`�J 1 . ✓ V r - - - - - - 13C L � 5 E'+ + S' 6 ' p I CL 52 a - l._8 x6' ►'I.J. TEE I { 5U7T[HFLY L EGE ND — VALVE I J. GAT[- ° ` `~ 6 NSI J. GATI= VAL.V I _ FIRE HYDRANT ASSEMBLY ✓ACNE N ✓� _-I _ I 25 23 \._� f 10 — � 16 ® ..ATE OR BUTTERFLY VALE 2 c'�-- I" UC1.'hLL 5E V E: K C0 ?FER I.L. 1 SINGLE SEFiVICC "i(" COPPCFZ I ' o � 2 SII Q 2 7 2Q TEE17 - , I MAIL. BOX 01 5TRECT LIGHT vul � �'�' 2 2 °I � , cV� W WATER MAIN 19 5A SANITARY 5ENER 1 COMBINATION STOP & NAME SIGN 5 BEET NAME. 51GN -_ _ -- SAN. M H bAN. Mrs -- 1 CUT INTO EXI5TING 0" LINE \• ..6 x g8..--M—J.C 15 O §•---- _-_ CUT I NT U E x 15 T. 8 LINE ` 1 - 8- PLUG M. J. .EAST) 7-" TCRo55 3 - 9 M. J. 5UTTF- RFLP VF, LVES 2•- 8• N1. J. BUTTLRFLY VALVE I - 6" M . J GATL VALVE, 1 6" PLUG M ' J. (EAS-�') THE STREP'' L lr MT LOCA I0!15 SHOWN ARE PRELIMINARY. FINAL LOCATIONS W_'LL BE MADE BY PGE REFERENCE INFORMATION AND NOTES: t. r�`. , wSILN to, OW NERM A V E R L Y CONSTRUCTION C SCALE " t``�? TRACED 8735 S.W. CURRY DR. t'`� \ �-� N H WILSONVILLE, OREGON. 97070 - ASHFORD OAKS 108 NO. --i SHEET J „o„ C jECRKE H Harms-McMonagle Associates, Inc. REV, DESCRIPTION SUB. APPR. DATE v./�� ENGINEERS-SURVEYORS REFER TO TI!ACING FOR LATEST REVISION ,�f '" F". DATE r WATERWORKSPLAN N P , ll5fiaS.W. HAIL BLVD. TIGARD,OREGON 87113-!^37 OF 5, � .w 1 �, - ' � ^+�^.....r.,.�.,*w.,w..�,;...,.-,..n,.,e„waw.�M'?t,.,,..,,,.. .",w .{.. _ r.w,y, _ --- ' ...1•.,n .. -. ... _ _...-.._,..._....-...—..�....�......w .... .. - .___ -_.._. _ � .�, n-.r .. ...•-. r-. .a .. I��,'LIIrfi.1�11I1t111;11111��1�I'll'�IIItr�Il+lIlI1IIIlI�i1`rllrllrll��n�l 11��111fllt�l) IIlII11 III�IIIIIIIItIrIIII�IIII�II�III�IIIIIIII�ItI111I�I�I1111�I�Illllllllflll�111111I1t1I�I�I�III��I - -�"`"" �.. .� _ , NOTE: I F TH IS M ICROF I LMED Y►�, - f I 2 .-.--..�3 4 —_- 5 6 7 8 8 IIO I t 12 DRAWING IS LESS CLEAR THAN ---��" THIS NOT 1Ci s`-IT IS DILE TO TFE QUALITY OF THE ORIGINAL DRAWING. OE 6? 9Z LZ 9Z SZ bZ EZ ZZ 17! OZ 61 QI LI 91 91 PI Cl ZI 11 01 n 9 L 9 S b E Z24 )( ��!1111111,IIIIIIII�IIIIIUI1itbII11U1111�111111111�1111I111111„Ilq„I„HI,�,NM,IIIINIIIIIIIIII�Ilulllllltlltlll�lllllllllli�tilllitli111n�llttltNfhtt�nt�tln�ltll�IIII�IIIIIintlnll� nl1n11n1111ullnlllnubwll�llull�uu�tlltulllLtllltt111�1h1t1 � � i JUNE 24 1992.. 111002 ._...._..._..__........._.........._._.....«•..w_n......w..,..•...,w�•.►...ti..._�r• •..•...•..1..1,M\•1iA.�«I,M1.•�1r►,-.1,�a..Y4•�•1•.r•�.�� r ............._.._.........................._....v.•.,...r..,.-.,_.,__..r__•_...+._...._r-_.•r_.-_•_.A w_•tr.w 1_..1_•�.wA__11r NORTH 18 `+' y 180. 5� 16C•5 I 182. 1 183.5 i 184,6 I 186.7 I 8. 1 189. 4 I9O ,> 190. 9 1 91. 0 -- .--•--.�^w':�rce�r�.�.t.�!�:..�a�c b,RtYt?•fat��-a�w►-.'�wvw.:.lrM/v'taN•�v.+�{+a*,►rfl't�►t+.M�/I��K is+�� I I � / I I , NOTES : 1 . AL RAIN DRAIN AND FOO"_'ING DRAINS WILL DISCHARGE THROUGH THE ` - CURB. I75. 31 2. ALL CUT AND FILL AREAS SHALL BE STRIPPED AND PLACED ON THE REAR 5 - ---- - -- ! - - _ 20 FEET OF THE LOTS, GRADED TO A SMOOTH SURFACE THAT WILL DRAIN 4179•T 18 C�.6 �- ��1 182.041 I1 S 3. 43 (I B4. 11 1186.1 1186 .81 / 18f; . 2 189. 9 AND BLEND WITH THE ADJACENT LAND . COMPACTION SHALL BE BY WHEEL ROLLING. v �1 I06.0 U 3. ALL BRUSH, TREES, AND DEMOLITION MATERIALS SHALL BE REMOVED W. - T1-1UR5TOrJ f)13 FROM THE SITE. / ^ - - - - - - - - - 4- - - - - - - - _ / -- 4. ALL FILL SHALL BE PLACED AND COMPACTED TO 95% RELATIVE DENSITY 18 2_ 178 ! OK I No 1195.7 T ►89 .9 AND WILL BE TESTED. TEST RESULTS SMALL BE SURNITTBD TO THE CITY BUILDING AND��2 1 179.6 18 i_t?� f 83 $� - _ E6.8 1 BUILDING PERMIET31AND RPRIORING P?OCPAVINf3 THE 1ROAUWAYES PRIOR TO ATION FOR TREE 185. 8 26 21 3 , l,a 11 25 2 -�-� .9 ; � I �� (,J/TH SAi+fp i?,e �eal--eAIs�t.-- wi. I3 I Off" 1773 i, o It�4. 2 1Q4. � id .8 z ' 184 7� le9.ri - ------.....__._-__......._...,...-...++....•.,..�r..1.......�,p..:r....�.. s.s..:..�.,.w..A,....�..N�r.►••�.•+t/..ra�w.i-�-- 1 � `� 1 Q 4 •4 -_" -.__._.. �-------- �... LL �- � TR - o = 2 � �� 17,6 2 � \v \d Z7 f TREE 18- , 163.9 17 LEGEND '\ 176 6 /� �\ 165 179.8 DENOTES FINISH TOP OF CURB GRADE F_LEVATION 17$.4 1I76.5 f _� 2T ;ea . 2 183•l� _I 8.5 184.6 DENOTES EXISTING GROUND ELEVATION TO REMAIN .,.:._..., .� ,Q. �►*'� ,�.,:�,�,.:► �. . ,�. ��,,.L....y..-�.. a ...,.\ . '/ I U� 184 3 )^X I S T I N c; I 117 .6.0 2 $ � � BUILOINv jC 182.9 �U)� 118 2. 91 � , CONTOUR LINES SHOWN ARE EX15TING FROM CITY TOPO. 76'.0 1 _ 177. 7 1 `..v 1822 �181. 9I / 179.6 ��, ► ► 187, 8 _. - - - - - - ( - - - -Y` - - - - - - - -i - - - -\ - - - -- 5= W_ / - 9TH - - ASC - - - - - _ _ \' _ -- \ -- - -s - - - - \ t � i Q ��..+.......s,••as•v�rs•....0,�, ...•.b�wR1«•r:��r,w � O / GrJ'I • .)uTFALL ►N NATUf=..AL PPAINA61Z COUR :�E-__- i d I REFERENCE INFORMATION AND NOTES: DESIGN SCALE �G PRD J M rt OWNER: WAWERLY CONSTRUCTION C©. ," _ 5t�' � �, S7 a S. C TRACED 3 W. 1CURRY DR. ASHFORD OAKS JOB AC). ` � 4 -'•' " � �� K WILSONViLLE, OREGON. 97070 r 7Vv ELKEM, Harris-McMonagle dissociates, Inc. sHCEI 4 REV. DESCRIPTION SUB. APPR. DATE v /\� DATE ENGINEERS-SURVEYORS SITE GRADIN G P AN PQ 12555 B.W. HALL BIND. 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MN a o I � ' o __- N co IT 163.02 OUT I N p. m * _ + �; A 18461.66 SAN.-M H I �! _ N p D LE. 163.22 ' IN � I j - 0 ( C QO A LINE _ u� _ i = 0 + G0 8 LINE O N W s o1 I I ' I - , N T/L Ib01 NI p N T/L 2O � U I 4 T/L •3800 T/L 3700 cvl T/L 3000 T/L '. 50J -IB + :-6 . 66 T;L 3400 C4 251 .12CD o03 2S I - 12C � 2S - 1 - 12CID 2`� - 1 - 12CA Sj � i 25 . 1 - CA 25 - II- 12 GA 6 -tof-aZ - 25 - I - 12CA �''I> ^II> w f3 nila I TFIURSTON DR '} AC Q N U * Q � J U p Q �I � ��`� ILt�. oy = 0100 _ � O , Q �I Iv ( m + n' _ U -i A5HFORD 5T. + I � -- - p o Q I 2- QD ¢ ty,i - 00 ,•� I > l7 N Q SIV -- — — ------ ---- - - -- - , G _-_ - -- -- ------- - --— ---__ .. --- - --- - -- . ---- y- 190 - - - -- FAR - 3- - _ -- -- - - - -- + - - P- - ~ -_-� - - - -- - 3 --- -- - = -e. - --- �` - - -- -- 18 0 - - ilk-- _ _ - - - - -- -- -- -- _ t- ---- -- --- -- - --- _-.__ �-� -- -�- -- - - -� 1-- - - LA T ry ri SO T - -- No cl ch • - - -- -- - ek 170 T 1 __ - - 1 7 0 IV- IF ------ -- -- �` 4- mmmmagnT 4 - - 7 �--- -- --- -- - -- -.- -- -- - -- -- -,� - -- - 16 0 — — — --- --- - - -- -- -- -- _ _ _ _ — - - — - — - -_ -- -- -_—- ---- -- — - - -- -- _ _ -- - -- - — --- ----- 160 loc- fm _LL - - — -- - - - --- -- __- --- --- - Ck Z. _. _ -- - -- - -- -_�4-�- - .-_ 16116 =4 4. 150 — --- - _ — - - _ 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16 f00 17+00 18+00 1 ytoo 20+00 21+ no 2�+00 �r DESIGN CALF REFERENCE INFORMATION AND NOTES: ,i'��j P'�(?Fj �� Ow NE R: W/� V E R L Y CONSTRUCTION C C). _ 1� .50 MOR I L I . ALL VERTICAL CURVE T. C. DA'T'A, ARE FOR P0551BLE F"UTURL STREL,r GRADES , �`�[� '" ` M' ASSHFORD OAKS I VERT 2 , 5EE 5HT• 2 FOR SAN . SwFt , NOTES . (Jlil1 � \`y '� `CED 8735 S.W. CURRY DIR, JOB NO. a_ 3 ' ELEV. 5HOWN FOR D/W5 ►5 AT p15T. SHOWN MEAS. FFL)h1 OF 79TH . ``"� 01 1V. H. WILSO NVILLE, ORECK)".j. 97070SaWI, TH AVE , s ), F E R C. I T Y J.R. H. 5 26'$g "'�'" t-HECKED SHEET REV. DESCRIPTION _ SUB. APPR. DATE ,�% j rl Harris -McMonagle Associates SAN. � 5 _ is '� ENGINEERS- SURVEYORS JAN. ej STM. SWR. PLAN & PRVFILE REFER TO TRACING FOR LAT"I'T REVISION F _`i.• D T4 Et3 1?555" S.W. ALL BOULEVARD �. ASHFORD OAKS PGARD, OREGON 97223 FUTURE URE STREET PROFILE �F 5 I . ( - „�� _ r..J'•.- -... .�wrwa..r.s.- —_. _ - '�rw.1rF'rIL" • �:P•'_'^.MNPMYT.r�w.A�.�r•_, �•.ryM.yrlYr.T• ..f.e wq };r_ 1 � I' I f l ( l l I I I I I fill F I �1 I` t 1 I 1 I l l l l r r I I 1 't 11 1'r 1 1 1 1 "I I I I 1111 F111 1 ( 1 1 1 1 I l l l l l l l l l t 11 III 1 1 1 1 1 .L•-_____r::Y .,.. , . t ` t � 11i1 � 1 � l � II1 � 11' ( II ( IIIfI � I ( It � 11 � 111 III111I111I111 � 111I111I 1 ( 111 ►` 111111I1111111I111111t'IItI11I I NOTE: IF THIS MICROFILMED 1. 2 3 4 �' 6 7 _ 8 9 1 Q 1 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICG='TT IS DUE TO QUALITY OF THF: ORIGINAL. DRAW ING. ` OE 62 82 Lz 92 S2 02 EZ 22 Iz 0z 61 81 L I 91 91 to l E I 21 11 01 _6L---'-- 9 c 9, s r e z I„• *' - ►lI�i11111u1�1u111u1�Iwlnu�ulllu1�1111111tI111#luu�uuluuluul+nll+tlllFn1�111111tf1Nf11�1111IN11I11}tIIIIIIIulIt171lINtI1f11111111NIIIItfItMIIIIilI1111I1111II111I1111IN11IiHtlltYlt�196#III11111111Ih111111IIIIII _ l�iW�t11III1�II�I�IIH „� JUNE 24 x. 99 .2 - r k-, :,, w"',Ttgr !f+nit.r"�r .;i:.�. x,:;i{ :"'' - I'r j• .':1tP:,` p,,.,.•'t�'^ _ - . ..ra..,.n..... 111302 I WAUR WORMS CONSTRUCTION NOTES; 1 • TIGARD WATER DISTRICT SHALL BI NDTIFIED PRIOR TO COMMENCING CONSTRUCTION. ALL CURBi MUST BE CONSTRUCTED PRIOR TO WATER ; fix LINE INSTALLATION . I ` i 1 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH A . W . W . A . STANDARDS . 'till 3 . ALL WORK SHALL BE INSPECTED AND APPROVED BY THE TIGARD WATER DISTRICT . 4 . PIPE SHALL BE TYTON JOINT . CEMENT LINED DUCTILE IRON , CLASS #52. S . FIRE HYDRANT ASSEMBLY CONSISTS OF : A : MODERN MUELLER CENTURION , A-442 , 6"r ' , S1/4"MV0. 3 PORT (TWO 2 1/2"AND ONE 4 1/2" NSI' CONNECTIONS. 1 1/2" PENT . OPER . NUT, OPEN LEFT , YELLOW COLOR . 8: 12" , OR 6" MJ X F'LG , TEE . C : 6" FLG . X MJ . GATE VALVE . D: 6" MJ . X NJ . HOLDING SPOOL . 6 . FIRE HYDRANTS SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARCS OF 1 1 /2" DRAIN ROCK. COVER DRAIN ROCK WITH TAR PAPER PRIOR TO BACKFILL . 7 . CONCRETE THRUST BLOCKS WITH AT LEAST 8 SCS. FT . OF BEARING AREA SHALL BE POURED AT EACH BEND, TEE AND BLOW OF LO -ATION . 8 . ALL MAINS SHALL HAVE 36 i 3/4" ( - ) RUCK COVER , EXCEPT THROUGH EASEMENT AkEAS . 9. ALL SANITARY SEWER LINES i_ THAN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF WATER LINES SzHi,LL BE ENCASED IN CONCRETE 6" THICK WITHIN 10 FEET OF THE CROSSING . NECESSARY CROSCIT_NCS SHALL 9E MADE AT 90° . WITH AT LEAST 18" OF SEPARATION . 10 . MAINS SHALL BE TESTED AT 150 PSI FOR ONE. HOUR WITH A MAXIMUM LOSS OF 5 PSI . STATIC 'DRESSURE = 110 PSI . A PRESSURE REDUCING VALVE WILL BE REQUIRED AT EACH METER LOCATION. THIS WILL BE INSTALLED BY THE TIGARD WATER DISTRICT AND INCLUDED IN THE COST OF THE METER. 11 . O.S.H. D. BACTERIOLOGICAL TESTS ARE REQUIRED. SAMPLES WILL BE TAKEN BY THE DISTRICT . 12. TIGARD WATER DISTRICT WILL INSTALL ALL COPPER SERVICES PRIOR " BLOWyFr nsSCMI_,$L) TO THE STREET PAVING. METERS WILL BE INSTALLED UPON REQUEST . /L" T J. CAF TAF TO 2' I. P,.1. WITH 13. SIDEWALKS, WILL BE 5 FEET WIDE & ADJACENT TO THE CURB. 2 GLOBE" VALVC 5CT .N CONC. METER BOX l3E II NL) SIDE wA L. I� NOR TH STRADDLE CONCPE TE 7NRU57 BLo(-k ( FUR %)TURF EkTLN510N) N , _j 7 2 1 3 14 UI -g:� —— 131 SAN �IH [ - - — - - — - - -- - - s•_W- I HUR5TuN DP- sA MFM \� /2x6• H.J. EL I t 1 L. N .- - - -- — - — EGA � I - !�TC I3 F-L Y � I — I 6AMV J. CATC z I ? 6. ivl J. GAi E vALV FIRE HYC:RANT ASSEMBLY ,/A L V E Q G 6 25 G _.—. .1V Q — \\ 16 m GAT OR BUTTE ►= FLY `TALE FIRE HYD. A55B. 'O ?c' 01 CUGL1(3LE 5'RYICE '�K" COPPER ' I _T I - -- 3/4' SINGLE SCRVICE "K" COPPCR 27 � 0 ,o ' �' 17 rFE iii ; —, OX Ji- 5TREET LIGHT HCUS E W kA/ATEi•( MAIN 19 � ' 2— r —� 18 - SA _- 5N N 17A Y 51-NCR 1 �' �\ I 0 COABINA-i 10N STOP & NAME i STREET NAME SIGN �) - — - - - --- — ' - ' SAN. M�f - - — - - — - - — - - — - - -- - - - — — - — — - - - - - - — - - — - - --- - - — - - — - - — - - — - - — - - ...... - - — - -1-1 - - — - - — - - — - - -- - - - — - - — --� - - - - -- - - — - - — - - - - -USAN Mh- - — - - — - - - - — - - — D EXIST, 8 C L 52 C I- - _1 FILE COPY r 1 CUT INTO EXISTING9" LINE •" tXISTIN �a - -- --- i - RO T x8 M J. CRb-3S- --'- CUT INTO Ex15T. 8" LINE F I-1 . APPROVED FOR CONSTRUCTICI'd CITY OF TIER T` ' (. M J. C.R055 I - 12 'PLUG M. J. EA � r) r7LRFLY VALVE UTY OF TIGARD 4-^ e' M. J BLITTFR7LY VALVES _ I - 6 ' M J (.,ATC V A L VF_ _ --�-- - /2-/'l)-X- l3•f V• I 6' PLUG 1,1 J. (E A S i ) �_�` 11/5 Fjy_ -DATE v IV REFERENCE INFORMATION AND NOTES: DESIGN f901-7- yV L nit OWNERMAVERL:.Y CONSTRUCTION CO. Aor-% HFORD srALE„ CC� I"'0 E� TRACED 8735 S.W. CURRY DR. JOB NO N J 1 .5T G�r,,1�rs v_�ivrf f e'.r'✓. Lam- �,�'� �% WILSONVILLE, OREGON. 97070 Z REV. PF_ R TIGARD WATER 015 BRIG j v R h} b •23 P CHECKEDS EET Harris-McMonagle MMona le Associates Inc. � H REV, DESCRIPTION SUB. APPR. DATE �,q v' '� i ' � i" �� EN61NEERS-SURVEYORS WATERWORKS � �� DATE 1`1555,QW. HALL BLVD. REFER TO TRACING FOR LATEST REVISION A N S HSWFORD l]Fak;a `t TICAKI),UIiXGON 97223-6237 OF s I a OF 22 1 yy, 'j' 'Yn•iftWpWq s„i+i1' .s91vJ+'1',:.w 95E8•n. r %r I .� I ' f F f ' • � + , � IZ � IIIIIIII � II � 1 � � 1i�11II1r1 � 1 ,. 1 I ! ( I I ( I 1 ! 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TITLE SHEET I STREET $1 STORM SEWER, PLAN I OF 5 81 PROFILE SANITARY SEWER, PLAN 8t PROFILE 2 OF 5 t , WATERWORKS PLAN 3 OF 5 L ' SITE GRADING PLAN 4 OF 5 S.W. 79TH AVE., SANITARY SEWER, 5 OF 5 ° PLAN 81 PROFILE, FUTURE STREET PROFILE NORTH U.S.A. - D.E.Q.- OOP APPROVED FOM CONSTAUCTiON - 1�: � k.d 1 ISSUED By - 4ATE r73 CITY Of TII pn) j., M V {t ! 7 8 9 10 I I 12 13 14 ENGR OFFICE nAlrr OPERAT.OFFICE By - __,..,. qe•'r ......_ f _ y -- BLDG OFFICE - - - By fi # S.W. THURST^N DR. / y 4 - - I5 GEN TEL CO ,> Ir 1 _ N.W.NAT.CAS Co71 3cn F2 6 1025 23 21 10 16 Co. 4, ...•s,,.- �� N j �., 2 ftn I 27 20 17 .._._� 24 = l7tsr. 13Y rATF - i 22 11 -. By D=ATE I I 28 � 19 3 18 UNtF.SEW-A AGENCY BY JQ§bL„_ DA1*1q:L4Mj S.W. 79TH AVE. - OWNER: - - -_�.. - __ _ ,. �.. . _ �� .. _- - - - - - - - - -- —== - - -• - - - _- --- - - �_ - -- - -' -- - - - - _-- - - - - WAVERLY CONSTRUCTION CO. 8735 S.W. CURRY OR. GEI!�TLE WOODS 1 FU RE IMARTOIDGE HIL S i SUBDIVISION WILSONVILLE, OREGON. 97070 2 4 r PLAN ' SCALEs I" 100' .d (t d•e 1 Jy NS yM .., , r � �' >., � . �, .• ,�a�. .' , '. � , , �yy �� ,� � ENGINEERS SURVEYORS t o, HAR IS—McMONAGLE ASSOCIATES, INC., 12555^ r 4 W. HALL BOULEVARD 'TIGARD, OREGON, 97223-61278 {d •3 �.� / e _ .4 - .�,.,. H I �'s't 1 k' .� .A! �'� 17d'f y , i. t b fir, t. ... - `tr• � s•.3. e, ,,�� , t1� ,,( •i ,y't. � 1 x•�y 'a s�,, !1'e"ra F v ,�r H •p',.i r A y 'T`,-' rl{ i f} 'n, 'Y 1 a,IM1 •�� ,!i sat ;I fK"7 1� _ ,y I,, °{' ''� ��, � 'Q � •ra a� ; '� s'�A�_ '� t�dh .t# I• .'+ N �si"1 ir_'•1:, a ty •n irC (�'1►�� i'!.M1� T'/�� t'Ix�'. �N s•Si�+,t{- , u I��' 9 { 1 r f r ^,, ASHFORD OAK , ,.. H•DH1-uk:u U H I :j 1F1 F 72 r 'F�IIII�Ihi111I111�11i11,�II��II11 Iillllll�lj Illlitft (111 Itlt(IIIfIlflll111111 III�IIIIIIIIIIII111�IIII1111111�IIII111�1111111I11111I'I11111111ITIIIrIIIlIII1gIIl�llitl'Itlllll ai •� �� i NOTE: I F THIS MICROFILMED — ( 2 3 4 5 6 I 7 8 9 I I I 12 DRAWING IS LESS CLEAR THAN ---� THIS NOTIGE1 2T IS DUE TO J.NE QUALITY OF THE ORIGINAL ' DRAWING. QE 6Z 92 LZ 9? SZ ►Z EZ ZZ IZ OZ 61 91 LI 91 SI bl CI 91 11 01 6 9 L 9 S b E Z 1"•��" iflt11n11nI11u111n1111111(ul�lulll114)11111111111+I111111111111 IIIIIUI�wnllul�ru111u1111u.�n1111n11un(11111uli)ufl�nulNllii�llutltr1,I11r11r11I�nt�`1111�tui�unllnthtulull� t11�n11nnl11��unl1111�t;llUWN�utl�Itu111111111111tulnullWlut) ;w r JUNE 24 1992 .•.. .... '.._ �+�!w�..—..'-- A M C n E F n 1rmwp, `A f CURB L INL CUFF VL DATA CURVE DE LTA RADIUS LENC TH A 96 34' 5Z" 20. 00' 44.27' , NOR T 1-1 5 89°25 t)8~ 2 0.00' 43. 70' STREET AND STORM SEWER CONSTRUCTItON NOTES ; 3 + 19 ENO i C 89025 06 33.00 51.50 1 . ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TIGARDS STANDARDS . SF77" LINE CITY srp. sTREI: r D 2 9"0 0 1Q' 42. 00' 21.26 ` ' "' BARRICADE T Yp E 3 2. ALL STORM PIPE SHALL BE CONCRETE C-14 EXTRA STRENGTH. OR - _ - E 29J0010 µ2.0U 21.26 ' CORRUGATED ALUMINUM PIPE (C . A. P. ) . 16 GA . _._ 3429- 13 END C•IJR8 34?IF.7y END CURB - ._- __ __ _- . - E YE 6RO W „ , y16b_�T_,l _ __- - 1. T C. 186 -55 F 22 21 17 42-00 16.3 9• 3. TWO 4" WEEP HOLES SHALL BE PROVIDED THROUGH THE CURB FOR 2 • T. C. 186 ,35 G 22`2117" 4z00, rb.j9' EACH LOT WITHIN TWO FEET OF EACH FRONT LOT CORNER . 7 T 3 T.C . 18 6 . 17 e 4 . STORM SEWER CATCH BASINS SHALL bE CONSTRUCTED WITH SUMPS. -_--- 6 0 0 8 9 I O I I 12 13 , 14� 4. TC . 186.00 � z2 21 17 �? oo r6.�9, 2+51.04 N , + I� M 5• 'F. C. 185 .83 2,5C) M H O i.� N u I• TC 179. 50 '� P R.C. ` I 2 2 21 17 4.2.00 16. 3 y S . THE DEVELOPER SHALT. INSTALL STREET LIGHTS PER, THE CITY OF 1 _ -- - - ►� _ 2. TC, 179.32 N + PV.1.186.57) 3. T.0 179.25 LOW PT."' A T p _j!'5B. �4 "" 6 T. C. 185.65 a TZGARD APPROVED P.G. E . LIGHTING PLAN. _.-r � 3 CE31 INLET I.E. 175.7y + * + ` 7 T C . 18 5.35 J 29800 l0 µ?.00� 21.26 S. DRIVEt --- 1 T.C. 186.7? �^l 2+50 I N L E 7-- a K 2 9 OU /O WAYS ALONG S . h . 79TH AVE .AVE SHALL BE TO MATCH �~ n1 I 2 3 2.0L� 2126 THE FUTURE LINE AND ,3RADE AS APPROVED BY THE CITY. T.C. 7 9 • Z I- 2 3 I.U 4 r3® 1 _ - _. I.E. 175 . 71 •� E 4 O ;�I dCc O + 5 INLET MH o ^ I G� G CUR l3 L 90 263, ' 28 .0,0 44.2Y (4 ,0 179.74 LE. 17 O N-01 52 20- E 364 •09 _ _.._ _ 15 1. T,C. 186 . M 89 31' 26 28.00 43.75' R/w Q 2113,'S �3 V' 12•C G P _-!-_---t-� ---- - _ -}-'fes--� - �� `r 7 I tT S W« T H U R S T O N D R ,3 too r` 1 o _- ---- 1 2 T. G . 1 f3 5 . 9 8 T.C,178 6 3 I -_-- I �,0 6 F R.0- N 5C28 �34' 28.00• 4q-22' ( + 81 04 2 0+45.46 INLET- � 2 � /I� (P_Vt. 165.43) 3 T C • 18 5 .43 ---- n I (A� do L C 17 9.7 7 -10 *4 � 1 Pc s +6 4. C�a S► \ � 7 =�_ _. 0 8 9' 31.2 6•' 2 8.00 4 3.75' - - _� II.E 176•x•1 TK EE N N W T.C.. 186- 3 IIS \ 10' r c. 1 a. 79 Z 5 L 3 - I A/c c URB e 3 Q 2 T C. 178.79 N a - 0 2 !` _ , - K 1 CENTE: R LINE CURVE , h r� 3. T.C. 179. _ 3 + N N Pr. 1.++ 42 12 7� 7 4 476L 89° 25 08 50.00 78.03' y9•S© 2 . 31 04 al Imo 14 33.68 - GE 26 TC 195.03 _ B I 8 T.C. 184 .89 LEGEND SAW CUT EXIST• E0 O ''�-- - �� AND SEAL. PRIOR TO O TREE 4+ 70.;6 0 - P. WHELLCHAiR RAMP 2"-CL " G•• A/C PAVING p ; 7 5. 6 0 � �- i L` `' 2 7 c' TR E E __ o Z D r' O • s,�x 301-.ea✓�O u��w<C�=�.,`� 2 ��r 1-; LEVEL G O V R S E �I W �_,2 \4)_1%3I - - , ` - - a m ►- { 7 y 8' - I/Z. 8A5E ROCK Q °4I t� ry ko `" I 7 L} "n - t/) �B lC3G Z.fraN/zoo�✓/ir.1.�/?=Cit+P ~ 0-t B i 04 '� 0+ 63 . 68 -- 1- 2 2 ,: 5+ 20.36 .r r /✓�an-',vir7�rc;iCvr. TYPICAL 5E CTI 0 N _. 0 - l- -. ---- -- � 5 25.60 11 tX15T1NG � , ; 17+60 IIVLt:7 N ---- \ . �_ + � • v �! hOUSG 1•E, 176.00 ENDCURS 5-;7. 45 '"' !z' C-A•P C' S . W, 79 TN AVE 2- o I' 0 1' 458 Z 8 °�� 11 I w ToP 179-0 '- TC. 182.69 � � �Q GIJR8 5+58. 19 8 CD , 07 + ry INLET 15+75 -- 1 1 16 .70 INLET I.E 17t.07 �� I * s cv _ 13+ 97.68 1 v� ` 70.0 / ,3� 4" RAIN 19 _ ,INLET 1•E. 179.57 p � RAd 25' �w 2 h 5. hr TOP 1173 2 h I S7RN DRAIN Q ,e y { 18 ► 1126 N I G) , 19*01.26 - - -25- AIG A/C f - 5 T U 8 --- _- d / -T --- - 0 �� f NEVI /1/C GuRB 402 MHT _ TAP I C NEw AI(. CURD 9 12 �(r ¢ I '9� /0 ri U 17' 1 _ R � 2 - 12 CCP IO►i AI - - - - ( C MH; 15 C. - _ -.. ��_- m �C _4�A/C Tfl L C.A.P -- - _� CURB r - - - wR 13 _Cft y z r." 5'5/W .. 5' /W 2 AIG F. 1 V. d 40 17 CAP _ p - --- � C L G f, c.. - - --+- -L-------- TO F' , 13.0 - --- N•or 46.01 -E � ,., ,. PER 14 .00 -- - 15�OQ S-__W. 79SH _�VE.I _- EDr,L OF EXIST. PAVING IBt,�ON1N -- - _ - -- - --� ODQ 6�CROWN 1`�7 C_f("1 ( THIS ivNTRA�T,/ CITY5TU - __-_ _- 1 2 1 � ,. � I 1 YLAR o 14 +38 .peMH Q 1443: 08 . 0 + 00 0 77, 8. o - a o 4 THICK GONG F -- -- - s. w- Co,e w� 5101: wn LK o v 18*56,66 = v I 2'oF 3/•� c: LEVEL Gau1�5E ^^ � 1NSTA LL FOG F:ITUR.E TC. 175. 21 * , + I b;- -�- -- TD. 16` CUF6 QiNdo AND OM3 - P, RIP RAP F `Iz-- T• E. PEl�. I ? FUTLRL T I I1�V 7 THkU D/W 7"OF 11/2' BASE ROCK OUT ALL IN I r- 51GN OUTFALL ICOL)IR3L NATURAL DRAINAGE 614 S,. EL_ / 77. -3 181. 97 TYPICAL- STRELT 5LCTION 1 14 -1148 �4R NOTE ( TB- ivt 19 + 87 18'RT INTERIOR 5TRLETS ENGINEER 'TO DIRECT EA15TING 12" CIJLVL1� T 5EE 5HT. 5 FOR 79TH AVC- T- f3- M_ 17f5c:> 18RT TOP OPERA -r11v,. OF ASHFORD To BE FEMOVCp 5TORM 5EWER PROFILE SR//�CE �Al PA' 2907 /Vcur- 0,0=- GRADING STREET TRANSITION PROVIDL 6" TO 12" SIZE RIP-RAP TO S.W. 79TH. AVE . 6' W10 1115' LONG . PLACE 2' BACK $. EC,- ' 79-S-3 UNDEF� Di5GHARGE END OF PIAL- g -+� -- - P.0:V.C.-1Q�r; T3._..__ --- _....... _. --- --_ - --- - - ..__. _ - ------ /90 --- __ _ _ -TR ffy-yJ _.. h -- - ---- -- - - - n on_ _ - b _ - _ _. 44, -- -_ _ c _. - - _ OF P Pa - - - --.__ ark __.._ _. _ 170 _ _ 70 . v _ - _ - �.,. _.......... -.. .............. ....... s _ �- -- --- ....__ - _ vu ; I L-�- I --+--------- I - I - --t- - =4j7n: I- I - - I - - -- -.1. f . - 0+ 00I J4 JO 2 + p.7 3+ 00 cf+pp 5t 00 6 � c.0 0+00 I+ 00 2+ p0 3 + ,J,- 4-t CC _ 16o REFERENCE INFORMATION AND NOTES: DESIGN SCALE , " = ya MOR IL TBM LOCATIONS - ALL IN S. W. 79TH AVENUE R H. OWNER: AVERLY CONSTRUCTION CO. ,' VERT J TRACED 8735 S.W. CURRY DR. ASHFORD JOB NO. 19�v,_.;,v,�6,r�s f2 �, Ty".A7!�� w� G_3-88 8+21 - 20' RIGHT - SPIKE IN PP #29G3 - 3' ABOVE. GROUND _ EL, 172 . 86 N - H. WILSONVILLE, OREGON. 97070 - S PER CITY J. R H 5.2916 15+4.0 - 18• "IGHT - S.W. COR OF G.T.E. PEDESTAL BASE - EL 177 .31 oiils0 ''7 CHECKED Harris - McMonagle ASSO�IateS STREET & S'fORM SEWER SHEET REV. DESCRIPTION SUB. APPR. DATE 1T+r'0 /0' �IGNT $PIKLr //V oP wf?07 ��- 179. 53 � / W, L . ML . 19+87 - 18' RIGHT - TOP OPERATING NUT FIRE HYDRANT - EL 188. 23 "y �`� ENGINEERS SURVEYORS REFER TO TRACING FOR LATEST REVISION ?lE DATE 12555 S.W. HALL BOULEVARD ;Y ASHFORD ORES - 4 - 4 - 88 TIGARD, OREGON 97223 PLAN & PROFILE OF 5 `�� 17 OF 22 .. . _ .'.' S " � Iva~ yyt�•e�.-.....�..••.�,•: � "'_. i�wiw-MIIIi�KF�l: iie.,.c,..•....,..r.....__._.. .... ___..__...-........ ..._.r.-.. _..._--_ -.'- ,,r, MAIM I t 1 f 111 Ohl I'll 1 1 1 1 t ( 1 I y'1 low _ I �1 I � � IIII �I ' III11`11 � III � 1 { ly1l ( IItII ( � II ) ISI { I ) ( III ( IIIIIIIII1IIII ( I { III � I � I { III ` III � iI 3 4 5 6 7 ll p 10 I I 12 • NOTE: IF THIS MICROFILMED --- -- -- _ - DRAWING IS LESS CLEAR THAN THIS NOTIGG;'IT IS DUE TO �� QUALITY OF THE ORIGINAL e ury�l,,,4 DRAWING. -- -- - - --- - -._ - - - - -- - �. - OE 62 92 a 92 S2 t•z Ez zZ 12 0? 61 131 L1 91 til 1►1 CI 81 II 0; 6 9 1 9 S t, E 1 134.120 $#Ulu 1111111111111111111111111I1III1111141111011{IINII11111111116411111u111116 ni�lu111111H1�HItItIfi111�1{tlttllltt� t1�1111�� f11u111nn{IIUIIIII{IIIILHIIIIl8f1I1!)IIU11111h1ll1I1111�IIUIIUi111U�1IH JUNE 1 92 fir+"'... __ _. _•r...-...�.. :..aww•--- - -^-- •�- - _... ! OJT A B C D E IF G - 1 I SANITARY SEWER NOTES: 1. ALL CONSTRUCTION MATERIALS 5 METHODS SHALL BE IN CONFORMANCE WITH THE UNIFIED SEWERAGE: OF WASH. COUNTY (U.S.A.) AND CITY OF TIGARD PUBLIC WORKS STANDARDS E SPECIFICATIONS. NORTH 2. THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO STARTING �- CONSTRUCTION 3. PIPE SHALL BE P.V.C. CONFORMING TO ASTM D 3034 4. SERVICE LATERALS SHALL BE 4-INCH DIA. I% EXTEND A MINIMUM OF 10 SI - - - ��-- — �� FEET FROM THE MAIN AND 6 FEET INTO THE LOT. THE END OF EACH _3 + 23.950.0. ol► I LrTLIr L gHALL BE MARKED WITH A 2" X 4" BOARD EXTENDING 3 FEET 2+98 o ABOVE THE GROUND. L=37' of I 5. THE CONTRAC AOR SHALL PR(`'VIDF THE ENGINEER A SET OF PLANS I 7 8 9 10 I 12 0 13 y 4 r _ I Zt7 SHOWING THE AS BUILD SERVICE LOCATIONS. 06 N ^ f '� G � I Q\N \ "o �N / '�► ^' n 1 G. THE CONTRACTOR SHA,_L AIR TEST THE SEWER LINES AND PROVIDE 2 50 ` ° , K'�V + ,� 3 +iOMHA1-1 ti 10 e, L,37' o p ._� *_ -� ;;, N -1 - �'� yJ., �ti I THE CITY W'TM A REEL T.V. VIDIO TAPE AND REPORT. _ 1 -- -- - 7. THE CONTRACTOR MAY BE REQUIRED TO PULL A MANDREL THROUGH r, 31"- SOME OR ALL. OF THE LINES CONSTRUCTED. /V�. ;.}. - - 31 8" P, V. C. 5 = G. 02,70 5v ; f - S. TRENCHES SHALL BE BACKFILLED WITH 3/4" MINUS ROCK. ?+ 13 .9 5 MHA - I s - -- - --- -------- - - -- - -- --- --_ o{oo qI LINE e 5' � S. W. THURS Tc)N DR . �, _ '\ 1 15 ?+ ° -- -— - -- I -�---- - 9. Th'E En�S/�✓EE.¢ s //f�.EbYioC' O�✓E �SB�,�[Ti►9f�1•q� �a T �.rf. _. 1;9`� l n. SEE .�f'fCiFiCt+TloNs Fol �I.✓STR�c;Tio/V OETiyiLS• oM IJ., 3 1 +50 I 1+55 26 ; 25 I 23 ( Ire 21 ' " Z L - 37' }; L=27' I A I - � i I 5. a Ir51 C I LINE i I L- 27 - i 2 1 + oo O 1+03 27 20 r 04 L= 37' = t.=� �' 1 L 37' > 17 � 24 I I�01 o al 2— I ot50 ,v 0+�47 `g I i N L=37' L-27' – -- - i SEE 15H T. 5/5 FOR' 19 �` 3, N °�-27' i8 - 2 LAT-1 LOCATION 19181 'AN � I I _ _ -- ---• -•- E O L PLUG ------------- 5- W. 79 TH AYE �� - ---- -�--- ------ -- -+— L•1w:M• 15+00 ST, --- -- 19#00 / w.M. '. O �� + O +vO SAN. MH A-LINE -14.;4 —.0____7.__rH r` flp �O+ oO 5AN. PeiH 8 LINE o } 8 8 9 - 18 +61.66 79 TN PLAN --- NoT C SEE 5H7. 5 1=0F 79TH SEWER 3_ _ —. --—_ __ — —— - 3 _......_ — — 9 0 _._. _ __..— _.__. - _ _ dC M _ _ _.�... _ .__ Fx.ls. f Ro xD J- 6: ' r - 1 • __.._ _.... ._..... _ __ .._. ._ .—..--_ I _ - 1 ...__ _.. ...__.__._.._ —.. _ _� _... _._. _.. .... — i — mi 3 4— C. � ASP 4 _.__... l _ _ ------ 47 — _ 170 1 k IF T 17o - y - -- - r ful w - --- ___ ._......_. .____ a0_ _____. _..... -.. tA lal- — 0 + 00 I + 00 2# inn 3 • 'JCS 4+00 5. 00 6. 00 O +DO �+ DO 2400 3� Ov Q � 00 1 * 00 2400 REFERENCE INFORMATION AND NOTES: DESIGN SCALE N L Nl'= OWNERMAVERLY CONSTRUCTION C®. I" T 15 VFRIT r `x \ TRACEC' 8735 S.W. CURRY DR. 10B NO. a– N . H • WILSONVILLE, OREGON. 37070 OAKS 5 ' r � C_-KED ' --- • SHEET ^� �'�� 4, ��~'� - �— .s ba ---J J R . H Harris - McMonagle Associates SANITARY SEWER 2 REV. DESCR'IP'TION SUB. APPR. DATE ENGINEERS- SURVEYOR: - - REFER TO TRACING FOR LATEST REVISION �;� �._:-'P�� .,TE 12555 S.W. HALL BOULEVARD PLAN TIGARD, OREGON 97 223 a PROFILE OF 5 1 G Ol 1 III 1l1 I'll 1 I I 1 1 11ff I L I I I i� I 11) 1 1 1 I I ( ( 11 1 ( I 1 1 1 I I I I I I f I i ( l l l l l l l l 1'1 1 1 1 1 1 1 111 1 1 1(1 I I l< 1 1 1 1 1 ! 1 1 laI 1 1►1 hwnrNl, r cr t. ,,.rr I I I111rllll � lll � � IIIIjrrlI � I � III � III IIIIIIlIII1 � III � II � Ilillll III IIIIIIIIIilll , ll , NOTE: IF THIS MICROFILMED ---- I-- ---roy Tpv 3 4 �J 6 7 8 IO I' I I��. - DRAWING IS LESS CLEAR THAN .r THIS NOT Ij;G-c 1 T IS DUE TO QUALITY OF THE ORIGINAL ti kAWING. 0E 62 92 L? 92 92 fp2 E2 22 I2 OZ 61 81 11 91 sl b I El 21 if 01 6 9 L 9, S b E 2 1'•i*' �Illuulnn uuln!1 Inll►In Ilnllll ullun In111111 la,luu nulrin nllul IulIIH1�M�11tIt1111111Hp UllllnllltllFNNfINIM1�11i11iH1 IIt1�'Itli 111iI1tillftl!)IUIIIIIIIInlllliifAYllllYlp I Iulnul111111111I1111 IUIl11H UNE 24 1992 . . ti* q 5� �ftk, c•� �'� i,�F+ � �°J # �� , et 's: �:rw+7r•. .^r-�- T. 111302 MTER WOIItKS Si?�`>MC-TION NQTES 1 • TIGARD WAUR DISTRICT SHALL ®E NOTIFIED PkIOR TO COMMENCING v CONSTRUCTION . ALL CURBS MUST BE CONSTRUCTED PlaOR TO WATER LINE INSTALLATION. 2 . ALL MATERIALS AND WORKMANSHIP SHALL COMPLY W1TH A .W. W . A . STANDARDS. 3 . ALL WORK SHALL BE INSPECTED ANC? APPROVED BY THE TIGARD WATER DISTRICT . 4 • PIPE SHALL BE TYTON JCINT, CEMENT LINED DUCTILE IRON, CLASS #52 . S• FIRE HYDRANT ASSEMBLY CONSISTS OF: A : MODERN MUELLER CENTURION, A-442, 6."HJ , 51/y"MVO, 3 PORT (TWO 2 1/2"AND ONE 4 1/2" NST CONNECTIONS . 1 1/2" PIENT . OPER. NUT , OPEN LETT, YELLOW COLOR. t� !� B: 8" , OR 6" MJ X FLG , TEE. C: 6" FLG . X MJ . GATE VALVE . D: 6" MJ. X MJ . HOLDING SPOOL . a 6. FIRE HYDRANTS SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE ? BLOCK WITH 1 1/2 CUBIC YARDS OF 1 1/2" DRAIN ROCK. COVER r DRAIN ROCK WITH TAR PAPER PRIOR TO BACKFILL. 7 • CONCRETE THRUST BLOCKS WITH AT LEAST 8 SQ. FT . OF BEARING AREA SHALL BE POURED AT EACH BEND, TEE AND BLOW OF LOCATION . 8 • ALL MAINS SHALL HAVE 36" OF 3/4"( - ) ROCK COVER , EXCEPT THROUGH EASEMENT AREAS . 9 . ALL SANITARY SEWER LINES LESS- NAN 10 F%'ET LATERALLY OR 3 FEET VERTICALLY OF WATER LINES SHALL BE ENCASED IN CONCRETE 6" THICK WITHIN 10 FEET OF THE CROSSING . NECESSARY CROSSINGS SHALL BE MADE AT 900 , WITH AT LEAST 18" OF SE:PAIIATION . 10. MAINS SHALL. BE TESTED AT 150 PSI FOR ONE FOUR WT.TH A MAXIMUM LOBS OF 5 PSI . STATIC PRESSURE ia 110 PSI . A PRE5;SURE REDUCING VALVE WILL BE REQUIRED AT EACH METER LOCATION. THIS WILL BE INSTALLED BY THE TIGARD WATER DISTRICT AND INCLUDED IN THE COST OF THE METER. 11 . O.S.H.D. BACTERIOLOGICAL TESTS ARE REOUIREO. SAMPLES WILL BE TAKEN BY THE DISTRICT . 12. TIGARD WATER DISTRICT WILL INSTALL ALL COPPER SERVICES PRIOR TO THE STREET PAVING. METERS WILL BE INSTALLED UPON REQUEST. Z'' Bt_aW OFF- A55LMB �Y .. r8" T J. CAG TAF TO 2' 1 Pi. WITH 13. SIDEWALKS, WILL BE 5 FEET WIDE & ADJACENT TO THE CURB. 2" GLOBE VALVE 5ET iN CON C• METER BOJ( RC 01NO 51DC WAL r�, NORTH a� STRADDLE CONCRETE 7H(�U57 8LG'_- k ( FOR FJTURE E )( TEN510N) 10 �• 1.\ N , o l 7 S 9 10 1 1 i 2- 1 3 1 LF SAN MH - 5AN MH - - — - - — - - - - s.-W. THUR5rGN - - — - - - _ f%; ,SAN MH y0611- l x+ 15 C. " D ! CL 52 � ' — 3 TLS 15 L_Qx f.. M.J. TEr Icy --- LEGEND I -5'BUT�CR f LY �r VALVEIv, J• GATE VA LV F 1 4 H- J. GATE NI _� -- _ FIRE HYDRANT ASSEMBLY ✓AI.VG � 3 v 2 6 c'S 23 I _) -;ATE OR BU T T trlrLY VALE I" DOUFSLE SERVILE ' K' COPPER n ' z 3/4' SINGLE 5LERVILE "K" COPPER 210 -�-• -� 17 r EE. i I MAIL. BOX STREET LIGHT t�� xlsrlNG G 4 22- HOUSE 2HOUSL" �. W - WATER MAIN sA SANITAR? 5EWER COMBINATION STOP 3, NAME 516N STREET NAME: 51GN - - - - - - - - - - _— ---- - __ _ ' . _ — -- - _ -- - - - AN SAN MH Nr E X i 5 T, 8 ' C L . 5 2 C L_�__ 1 CUT INTO EXISTiNG 8" LINE CUT INTO Ex15T. 8'" LINC e x� M. J. CRb55 --- - 8'• PL.UG M. J. 'EA 5T') 7_19 x 4 H. 58055 Z- 8' M. J. SUTTE.IKFLY VALVE E9"' M. J 6UTTIrRFLY VALVES I - 6 ' M . J. GA TC VALVE I 6' PLUG M • J . (EAST) THE STREET LIGHT LOCATIONS SHQtWN ARE PRELIMINARY. FINAL LOCATIONS BILL BE MADE P�\PCF ' REFERENCE INFORMATION AND NOTES: Pk D,vE51LN M1 OW HER:W A V E R L Y CONSTRUCTION 1 SCIllALE -t -t "'� TRACED 8735 S.W. CURRY DR. e` ° - OAKS r N H WILSONVILLE, OREGON. 97070 SOB No. CHf.CKED vjIG� Harris-McMonagle Associates, Inc. SHEET 3 REV. DESCRIPTION SUB. APPR. DATE / ar; y _� Q6^ -I R ENGINEERS-SURVEYORS WATERWORKS PLAN REFER TO TRACING FOR LATEST REVISION S N DATEP12555 SW, HAL[,BLVD. ASHFORD OAKS 19 OF 22 It - 4 � � TIGARD,OREGON 97223-6287 OF 5 t ' ��!'I1t�I111I1f1 111�1i� �I�IF11 F11I�j1 1IIIl�'I IIIII�I�I�r>ji'�(I�I 1 i�'i�ljl 11►�Ij IIIIII III�1lI illlr)IIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII111'�IIIIIII111IriII111IIIIIIIIIrIII111I111 � �. .,�� :, ..d ._ :.,,...-� _ NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 8 10 I I !2 _ DRAWING IS LESS CLEAR THAN --�~ THIS NOTICi—r'll IS DUE TO 1}IE QUALITY OF TI-E ORIGINAL ..r bRAWING. 0E 6Z 9? LZ 9Z S2 1Z EZ ZZ IZ OE 61 81 L1 91 11 _ 1y1 EI 21 11 01 6 0 L 9 ---IS--��r---IO E Z I�rar� 12 4 )C ' ; ` . " ��l1�1111111u�1u1111111u�11�y1�11111111>;�,111�In�11114111�1uul�tNlm�Inn��1h1NIN11�1111�1�F11111n+11�11111111uiluffllNlti�M!��IlnhNilrrlllNn�11;I�11111i1ubtil�KilJ�lYtlll1u111n1111111u111n111)1111111�Uu11�U1i�1111ulllulnt1�11�1111H JUNE 24 19 92 ..tee-- ...�.�..� �-----^--._ •a�w�--•--- — ... y f n.... ..?. __ __ � -r. :-,r-•'^?sem--r. rn r.�tr' ?n- _ -- -=s•- .cn.. .. �. ..., ..,...-. ..,,�. w. h+�.+r�•'.- f"i';1�5'TY!'�""ii+�'■" a**F�F'�``�or,NT's.,'y� gill 11 302 9 .M 1k n M1 NORTH w L -.04t OD 180. 5 \ ! 8D•S 182. 1 183.5 i 1 4.6 ( 186.7 188. 1 189.+ j 190 ,2. 190. 9 1 91. 0 1 I NOTES: 19 3.5 1 79�7I 1 . ALL RAIN DRhIN AND g '. TIN('� DRA.INS WILL DISCHARGE THROUGH THE CURB. 2 . ALL CUT AND FILL :REAS SHALL BE STRIPPED AND PLACED ON THE REAR - i] 6 3 20 FEET OF THE LOTS, GRADED TO A SMOOTH SURFACE THAT WILL DRAIN I t�G.6 1 J f�- C-_ I8 2.0�+ IIS 3.43 1184.8` 18 6.2 186.9 18t, . Z a 8 q. 9 AND BLEND WITH THE ADJACENT LAND. COMPACTION SHALL BE BY WHEEL I�3�I-- � 1178.91. - I ' ROLLING. 3. ALL BRUSH , TREES, AND DEMOLITION MATERIALS SHALL BE REMOVED 1 ' � U � 5 T v N r7 I•t /N r - � ` - - -- - - - - - - - - --- `�. Y1�. - 11-1 - - - - - - - - - - - - - - FROM THE SIrE . 192. 2- /�7 ~ -- - - -T \ 185. I J 4• ALL FILL SHALL BE PLACED AND COMPACTED TO 95% RELATIVE DENSITY, --- - _ AND WILL BE TESTED. TEST RESULTS SHALL BE SUBMITTED TO THE CITY 181_,9 �. 183. 8 _ 186-& 1 BUILDING AND ENGINEERING OFFICES PRIOR TO APPLICATION FOR f a / TREE \�eS 8� I BUILDING PERMITS AND PRIOR TO PAVING THE ROADWAY. -- a P 9 2/'/ �� 2 2 1 1-- --•, S S,BI?K 7"AN/r/� ,�'xIST.�/X6.'>+b�i� s,,��/� ,�rvs,'I�.o..T�►� I , 1 i J �Y (,,1 iTN SA f� Cp� i2��►��S•S/Fd�-. _. ___- _ - - - �-....,. _ ._. .._ . I 1845 18c.� % • 17 .3 I 17 ,� .3 � - 184. 2 1P,4 . 1 usw.a _ I , ° r_14 �J Iea.5 184 .4 a - ; TREE v 2 � �8 ,� �.� I _ I s .; 183.9 �� 1 % L E G E N D 178`4 17� l --� ! 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ELI (,HAL, Z ,5 , 1 . 1 11 DESIGN J•R.H/yy � M OWNER: W/�1�ERL'Y CONSTRUCTION CO- 1' 50 HOR!L 4 .r 2 . 5EE 5HT• 2 FOR SAN . 5WR . NOTE5 . �1 � �` � ASHFORD OAKS � ,� � ` ,,,. TRACED 8735 S.W. CURRY DR. ;oB NO.VERT a _ 3 ' ELEV. SHOWN F0F? D/W'S IS AT p15T. aF10WN MEAS. FROM ¢ OF 79TH . N. H WILSONVILLE, OREGON. 97070 I _ s �. .9pDEvNoTLS u/4r•- CS-Bd SeW * 79TH AVE , PER CITY J R H. 5 26 88 CHECKED Harris - McMonagle Associates 'HEET 5 REV DESCRIPTION SUB. APPR. DATE ✓�Z,� ' � `� J. rl ENGINEERS- SURVEYORS SAN. 15 STM. SWR. PLAN 8, PROF=ILE �, REFER TO TRACING FOR LATEST REVISION ;, �+ DATE I2555 S.W. HALL BOULEVARD _ ASHF:OFID OfAl t ar A, 4 4 6 TIGARD, OREGON 97223 FUTURE STREET PROFILE OF 5 I i ' r.�-. .�, e , -. . ..;. _ .•. ..,_...ro: _. ..__.... ..,A,,,yy,�..r«..a ,,, :.n, ,a. . _ -;_�.,.., Lis. :,w..ar••.y,•.... ,m`.,_. .. ._.__.-... . 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JOB NO. s- - /vsoi-,n GAS „�E s �r�h+ C-io- 3 ELEV. 5FI0WN FOR D/W'5 1S AT p15T. 5HOWN MEA5. FROM OF 79TH . 1 'r - N. H. WILSONV LLE, OREGON. 57070 S . W .4_ Nz1WO/✓a fz S 44,1410- G 3-Bd _ s PER CITY J.R H. 5 26 88 ,X "2 CHECKED Harris - McMonagle Associates SHEET 5 REV. DESCRIPTION SUB. APPR. DATE r^ t.r` ''t�• J. ENGINEERS- SURVEYORS SAN. & STM. SWR. PLAIN q PROFILE ASHFORD rJAI,.:'G ' WA ✓ DATE 12555 S.W. HALL BOULEVARD REFER TO TRACING FOR LATEST REVISION TIGARD, OREGON 97223 FUTURE STREET PROFILE OF 4 1� ��.� r_ C Z' 0 I I I I . '� :.- .:. � .. L '""ice'"'�� ....;.,•�„�. _. m.�...�....�..�+.�.. - - -- - ! � � .w • -. . , ��• ,.. t. �. _.. 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