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ALL LATERALS IO FEET UNLESS OTHERWISE NOTED .. _ RE Dopy ' � ".. .w,., Nom` L4+ ��•�` 4 � _ j ,:- APPROVE CONSTRUCTION ISSUED BY _ ATE r • ��,,,� •,.''' � .. ,. � .\� ---_(CIT ASI OEVLPSERV DEPT: 13 =187.9 \10, r DATE• ILM OPERATIONS DEPT: BY �. 3 /t did, jj `+�! ✓" ___ _DAT All By--DATE--__ CITY ENGINEER: Dt•17 A4 r+� /�� a�� 4rM ��Orry� �H� ------DATE--_, 33N, ltAIO.}. 4641,11 �ero✓uta, P.G.E. CO.: BY! - '�� r�� C I jC__ _ A UTE-_,_,I _.S two r TEL C 0.: By _✓ DATE 4'gS 55 ZA ° ,, lip , G�} AH D/I^ 1'GSr /'G or-1` mos of a ✓��Ro r r �/n� STORER CABLE CO.: BY— °- NOTE : 3'D dM/MNfC vi t-DATE�� }�gS i I. TEES AND WYES ARE PART OF 'LAIN LINE CONSTRUCTION � / I � / N.W. NAT G,ASCo.; BY_ 4+ $lia � 2. DATA IM ( ) ARE STATIONS Rlri'I:RENCEIJ TO AS-BUILT / p ' CONDITIONS crololec loH eir ?Hy Lti/�d/H 7��I4T DIST S sJ �� '� L/ // J ,7s ��/ ��rJVJ�. By ✓- DATE PI4P95 L/Mts 4 /Dt / N4//G./y O,OPCI'�a�16C !!/H�/N1/rlf�1//ItQ UNIF$EWAGE r J /, AGENCY: Y�C. ATE 4'S ...r:J� pw�/�� F�1"'PD ry DA 1 P FC7UWA7:IV5 SEWER, _> G. a9LPZ04-se.ivis erre o �t �rw�✓� .�tc/ +� 14ee �•.�� •� avtlo v W 1. (7F"' �."" 'l�Itltllf,lllllll�li II 111111111jrIIl1IIII III IIIIIIIJ1111IIII 111111IIIIIIIIIIIIII111111II�IIIIIIIIIIIIIII11111111111 1 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 a 110 I I IQ DRAWING IS LESS CLEAR THAN THIS NOTICfit•"IT IS DUE TO THE QUALITY OF THE ORIGINAL J. r a+Ep,�bRAW ING. _ - - -------- �. AE 62 82 a 92 SZ 2 I*MA"'• L 9 S tito i. F. j�,r� rHlIIIIIItuI�unlnu�uuht111nttlulr�IIIII111I11Mllt''at EZ ZZ IZ OZ 61 01 LI 91 SI tpI EI zI 1I 01 tahutluulm�u1111i�It11�IN1I�S�11NIt11tItI�tII11111111I1Nt✓ZIUIItlll�tl�llli11111flIN4f/tiltli111iUI111lfIIIlII111I1K��[�IIIIIIIIIIIIII�IIIIIIIIIIIIUllII111�I1U�l�lIUIIIUIlU1�IWllltl � ' JUNE 24 1992 , H.> ._ �IM� Ir1�II�M��A11 4 F �, s:• 4mro.v++e,.t..wM,MµM»'+w:rmrww,m„w q� •p�fte� �� .MOMMMM•NMI�.irO»w,w.sMN M,W r wMn,r M•.�.�IM•M,HYfYM.W,MN,MtlIIUM Nw•+mMM,faw„y„ .,f Q in n: y r.. 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""�"'� '^"'•• "?^ "� - - 4 5 s 8 Q -- !0 1 ! 12 - DRAWING IS LESS CLEAR THAN THIS NOTICE-,-17 IS DILE TO .,� QUALITY OF THE ORIGINALING --- - ” - OE 6? 9Z 1Z 9? 9Z in £Z ?IZ 12 OZ 61 91 LI 91 it bl EI ZI 11 0!1 6 9 11 9 S it £ /~ y 101111111ilullu11111111uu1un1411111n1�11nu1111uNll1ulr1111•Il��ala�nwnhr�ll►ulll11t 1�11ut�1ut{u�11n1111111�1�1111�1II1Ni {I91�th1+f1/1111111tif1�luLIIII11uuh11r11i1i� 111nu1u1111u111111�uu11w19�11U)luul�u 1111ui1fulluhlWI11N t JUNE 24 19 9 ,E M•1�� R4.•�� r`_ +. ..� 1.�.��.. •n.rl�r�+�� awaW�••,»iy�.... �..-- ._.. .. ,.w•.Y,.►•16r•-•_---... .-- _�----.+... -__» -i � -� ..T ^' er.. .�•.In ..v ._ ,..•nwi,.,�M RA��.M '.'wy�...u•w1•r. . 4 , ��M�.« 4 � a 73 25 CITY OF TINA RD November 12, 1987 OREGON 25 Years of Service 77�1961-1986 TO WHOM IT MAY CONCERN: RE: Fountains at Summerfield Condcxninium Phase 18 Dear Gentlemen: This is to v, rify, as per your request, that a municipal sanitary sewerage surject to regulatic,.. by the City of Tigard and Unfified Sewerage Agency of Washingt�": County and the Public Utility Comm- issioner of Oregon, will be availbable on a first come first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Envirament.al Quality, with capacity to serve all lots in said plat boundary. Sincerely, John S. Hagman Engineering Technician .JH/m j 13125 SW Nall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 - -- � v � October 6, 1987 C'TYOFTIFAR OREGON 725 Years of Service 1961-19 86 TO WHOM IT MAY CONCERN: RE: "Fountain,. at Suttmerfield Condominium Phase 1.7" Dear Gentlemen: This is to verify, as per your request, that a municipal sanitary sewerage subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Commissioner of Oregon, will be availrble on a first a;:;e first serve basis for connection thereto, meeting the requi-Fements of. the City of Tigard, Unified Sewerage Agency and the Department of Env.iromental Quality, with capacity to sctrve all lots in said plat boundary. Sincerely, John S. Hagman Engineering Technician JH/mj I 13125 SW Hall Blvd,FO.Box 23397,1igard.Oregon 97223 (503)639-4171 --- CITY OF TIGA M September 15, 1.987 OREGON 25 Years of Service 1961-1986 TO HOM IT MAY CONCERN: RE: "Fountains at Summerfield Condominium Phase lh" Dear Gentlemen: This is to verify, an per your request, that a municipal sanitary sewerage subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Commissioner of Oregon, will be available on a first come first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Environmental Quality, with capacity to serve all lots in said plat boundary. Sincerely, John S. Hagman Engineering 'rechnician cs/0922D 13125 SW Holl Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)634-4171 --- -- - ---- - -- i CITYOF TIIFARD August. 13, 1987 OREGON 25 Years of Service 1961-1986 TO WHOM IT MAY CONCERN: RE: "Fountains at Summerfield Condarninium Phase 15" Dear Gentlemen: This is to verify as per your request, that a municipal sanitary sewerage subject to .regulation by the City if Tigard and Unified Sewerage Agency of Washington County and the Public Utility Ca missioner of. Oregon, will be available on a first came first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said plat boundary. Sincerely, John S. Hagrvpn Engineering Tec1u►iciari JH/mj 13125 SW H(iII Blvd,PO Box 23397,Tigard,Oregon 97223 (503)639-4171 r r ..a:: JJ CITY OF TIGARD, OREGON RESOLUTION NO. 97- C RESOLUTION ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS F-OUNTATNSP ( HA..E II SANITARY & STORM SEWER MAINLINE SYSTEMS. ) WHEREAS, the City executed a Sanitary & Storm Sewer Compliance Agreement dated Novembe^ 25, 1985, with Tualatin Development Co. , Inc. , to faci.li.tate installation of sanitary and storm sewers to specified standards and specifications; and WHEREAS, said Compliance Agreement stipulated that: "At such time as all public improvements have been completed in accordance- with ccordancewith the City' s requirement , 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 been met., the Council agrees to accept said improvements, for operatior. and maintenance, responsibility, and release the Petitioner' s guarantee bond"; and WHEREAS, Department of Community Development staff verifies that all requirements of the City have been met; NOW, THEREFORE-_, BE IT RESOLVED by the Tigard City Council that: The Tigard City Council hereby accepts the public improvements known as Fountains (Phase I;.) Sanitary & Storm Sewer Mainline Systems; AND, FURTHER, the City Council hereby authorizes release of the Petitioners guarantee bond. / �y PASSED: This ~i l day of �'"/I 1907, Mayor - City of 'Tigard ATTEST City Recorder - City of Tigard otp (JH:cn/1.119W) RESOLUTION NO. 87- Page 1 -- I 14J! L V' t,r�wN 1� �►ii�''•� i I, --�JYu/ol�i. \. f� ": I\`\ ,y � WO ►a ANwuL s ta1 � ♦r \ f � V►,j r_ t� ri UAW 01 M i J r NT // " sem_ #nl t •`Q� S `�,4 ILW r �+ ` 1Xf ,r. ♦LKRTA IT w 'R , ,�, / / T>'y��/ ♦l j' r1, ►r n G !� of lk JAWS N 0 T.r. It �� r ' I 444�rrr • A , ) � I i l ♦ 1 e , if FAA AN S o IT ,Y -OI,MA rr + �: �i ! � ' • Sr C94[r000 IT ,ryTN t M r �1'� • t,� - VK MMrIUIf n ��y-MI-L-/V-Rr NT l F V ■r - Q WKL " !r 01tfYty tAANO[ r M nL S rl L ~4 U ♦ Ye DdULO eT t +I —,i „^ � � S» � - [U1(1f/ 1 •0J011TT,[N[[N > l 1 » 1-2 l ~„� yC�[ A-7 _ LAN[ s C i7V{ ! N } it vl[r T[NNACt So I»[I IT Tr C, 11 I SS l � i NO �y� rr.rrrA.+� •T N.M �1 . , ro l it w fr Y II WE Z i• .ai r c oN ^ > NANI t 1 rJ 1 ! . V Ra11N LA'TM lr 1"1 l PONT[ �+ = tt C T R [•(MALE MTS r II 0+ [T y L r ►r. II r Sr rNAiiL[N T, PRo�E�7 >D„ \It y[ r• ►w AU IF IF N,L,L10 (A f oarwtw t' d �' ,• �� •. ern } I 0• 1 QUAKAN ND I 1 —A ynl M Inv $ YML I NOr,LCt NT 71 l` �•!• {�.v J I / I//CNS(\[`V} �� 1 T 0 viol vI _ w I� I J; 1 r► �f �\tel"+.N[t C- +� r.,/, N • �� TwunN 1 114 `'� � •�, CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUWARY AGENDA OF: April 27, 1987 DATE SUBMITTED: April 14, 1987 ISSUE/AGENDA TITLE: Resolution of PREVIOUS ACTION: Final Acceptance of Fountains(PhaseII) sanitary & stor�gLsewer improvement PREPARI::D BY: John Hagman' _ DEPT HEAD OK &4/W)—C:ITY ADMIN OK REQUESTED BY: POLICY ISSUE INFORMATION SUMMARY 1 . This project a• s revi4wed and approved for construction by the City in late 1985. Coostruction documentation was via a standard City Sanitary & Storm Sewer Compliance A7reement. 2 . The work area is illustrated on the attached map. Said sewer systems were developed to serve Tualatin I:+vel.opment Company' s multi.—family development known as The Fountains, 3 . Construction proceeded satisfactorily and has boon completed , The work remained assured throughout construction and, also, throughout the normally required one year guarantee period and is free of deficiencies. The developer has satisfactorily complied with all City requir(�ments . 4 . Staff, therefore, has prepared and recommends passage of the attached resolution of final acceptance. ALTERNATIVES CONSIDERED Norio; our Compliance Agreement stipulates City acceptance upon the developers satisfactory completion of all requirements. FISCAL IMPACT Operai.ion and maintenance responsibility for the main line systems will pass from the developer, Tualatin Development Company, to the City of Tigard. SUGGESTED ACTION PASS 111E RESOLUTION _TITLED: A Resolution accepting public improvements known as Fountains (Phase II) Sanitary & Storm Sewer Mainline Systems . (JI1:cn/1 199W) w w CITY OF TIGARD, OREGON RESOLUTION N0, 87— A RE-SOLUTION ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS FOUNTAINS (PHASE I:i) SANITARY & STORM SEWER MAINLINE SYSTEMS. WHERLAS, tha City executed a Sanitary & Storm Sewer Compliance Agreement dated November -5, 1985, with Tualatin Development Co. , Inc. , to facilitate installation of sanitary and storm sewers to specified standards and specifications; and WHEREAS, Said Compliance Agreement stipulated that: "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 been met, the Council agrees to accept said improvements, for operation and maintenance re,ponsibi.l_ ity, and release the Petitioner' s guarantee bond"; and WHEREAS, Department of Community Development staff' verifies that all requirements of the City have been met; NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: The Tigard City Council hereby accepts the public improvements known as Fountains (Phase :II) Sanitary & Storm Sewer Mainline Systems; AND, FURTHER, the Cit, Council hereby authorizes release of the Petitioners guarantee bond. PASSF_D: This day of 1987. Mayor• - City of Tigard AITE'ST: City Recorder — City of Tigard (JH:cn/1199W) RESO1.011ON NO. Page 1 v !yIl �,) I of, to U 1 M 1 J4 So* "IQ ! Il t°r_rr u CT CJ irY^ fy • e. •L/ M~_ _ ~ Ell 1 ♦ -"'VVV �lYur ILY Lt' T « as �`��y/\1\� �.•'.w � I� � ♦ly tFRYR• tT. tJ• � r ♦ fr //j(�� . 4 PL r • / % sPA tr •EMIT, 1T Tr•«I rl1 +,l Vi JAWS 4 AN T N "I I ° � 1• � � ar� � �I � l� i : �_ '7r � •i i LN � / +�+� 'r °�fP°J• r ar. ST �' w TI ^ ;+�. ar. I,OSVM / \\ r • 1• r•� r [• [ottveo• r . cT [ 1 4{r 11r i•,` L - ' ItrYO1Nf .•1 .f}• E NIU YTIr 1T , • .. �� ar t« R1�rf M•RO( � R FL f �OONALO E1!= j j •« �1 Y sFI�. 1 [lJK 1lOr��7 LLCIK,[[ - dJ w w ��' f JF J•N'(N :1� J SCT fl`�� (SIT. � -01, 1.•N[ > f n h. QQ °• r[ •[[ w tr IN[t ST 1r Ct A IA tr yLL - o - F[YMOOt r T. t WAS. 11 ♦ --e �' Tc�or �r • , CT 4 R LA WLUJAt i�' IA- S. �-1 LrONr[ « [r1••LO Nr1 ��'] p I i 011 CT CIA. ♦ C t • 1w 'T S• �Lr� t•T TI[R T Nouov[r • -_ I Rofs ♦.T�l 'I Sr Ru LIL L.._� � . �f IIF1111111t +Ilt Ir� '— — DORwM C � � // C I� - � CF/ y • L..N...Ir rr YI� � ; • to OURNMI b .` � JJJ ! �4 Ntr "T� ■C. ,� •11 ��r'S F•'1 i . toy T s �� ,f� Y 11 IT Jr4f 1I\ .t •• UA h I I rs Srtv.rp ( s r1LLL ,1 tT Ma • `" ' ° D i lir C?�ye+000 l A I I f s __ _ •YL. R r .- - -'- - - t r owl II II f •II �i ! . otl \�•r t,l•FHI �_. p -- °`` — ,rti'I -41 f /�-� ��/� L t`y, LO✓ fir•-4.� ��.,� CIJ�V� Hayden Corporation 0 Tualatin Development Division February 4, 1987 Robert L . Thompson City of Tigard P.O. Box 23397 'Iigard, Oregon ,7223 Re: The Fountains Phase #1 Dear Bob: Hayden Corporation request that the Public Works Department make the necessary I nspections and submit for acceptance of The Fountains Phase N1 to the City Counsel for their approval at their next meeting. Your cooperation in this matter is greatly appreciated. If you have any questions please call . Sincerely, Hayden Corporation Joseph F. Leopold Land Development Manager 900 N Tomahawk Island Drive Suite 125 Portland, Oregon 97217.7999 (503)283-4111 CITY OF TIFA RD July 23, 1987 OREGON 25 fears of Service 1961-1986 RE: Fountains (Phase 14) at Summerfield 0Dndom1.nium TO WHOM IT MAY CONCERN: This is to verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Commissioner of. Oregon, will be available on a first come - first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviro- mental Quality, with capacity to serve all lots in said development phase. Sincerely, ,John S. Flagman Engineering Technician .JH/M.) 13125 SW Hall Blvd.. PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 I I CITYOF TI1VARD July 23, 1987 OREGON \25 fears of Service \ 19614986 1986/ RE: Fountains (Phase 13) at Summerfield Condcminium 70 I , WHOM IT MAY CONCERN: This is to verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Commissioner of Oregon, will be available on a first cane - first serve basis for connection thereto, meeting the requirements of the City of Tigar3, Unified Sewerage Agency and the Department of Enviro- mental Quality, with capacity to serve all lots in said development phase. Sincerely, 13 John S. Hagman Engineering Technician JH/mj 13125 SW Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 , �r June 18, 1987 CITY OF TIGA M OREGON 25 Years of Service 196 1-1986 TO WHOM IT MAY COINCM: RE: "Foundations at Summerfield Condominium Phase 12" Dear Gentlemen: This is to verify as per your request, that a municipal sanitary sewerage subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Ccmmissioner of Oregon, will be available on a first cmme first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said plat tx:lindary. Sin cerely, ren-. � ---.-5--- Joty� S. Hagman Engi neeri-•r-i Technician: J'./mj 1316 SW Hail Blvd.,PO.Box 23397,Tigard,Oregon 91223 (503)639.4171 -- CITY OF TIVA RD ,rune 18, 1987 OREGON 25 fears of Sen4ce 1961-1986 7 'PO WHOM TI MAY CONCERN: RE: "Fountains at Summerfield Condominimum Phase 11" Dear Gentlemen: This is to verify as per your request, that a municipal sanitary sewerage subject to regulation by the City of Tigard and Unified sewerage Agency of Washington County and the Public Utility Commissioner of Oregon, will. be available on a first come first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said plat boundary. Sincerely, John S. Hagman Engineering Technician JH/mj 13125 SW Hall Blvd.,P.O.Box 23397,Tigara,Oregon 97223 (503)639-4171 - - s CITY I �� D June 9, 1987 OREGON 25 Years o/Service 1961-1986 RE: Fountains (Phase X) at Summerfield Condiominum TO WHOM IT MAY CONCERN: This is to verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified sewerage Agency of Washington County and the Public Utility Conmissioner of Oregon, will be available on a first come - fust serve basis for connection thereto, meeting the requireme%ts of the City of Tigard, Unified Sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said development phase. Sincerely, /John S. Hagman Engineering Technician JH/jw 13125 SW Hall Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 -------- C--- RE: F TI1FARD June 9, 1987 GON of Service 1-1986 Fountains (Phase IX) at Summerfield Condiominum TO WHOM IT MAY CONCERN: This is to verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified sewerage Agency of Washington County and the Public Utility Commissioner of Oregon, will be available on a first come - first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said development phase. Sincerely, ") John S. Hagman -- Engineering Technician JH/jw 13125 M Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)6394171 1 crT �6 February 20, 1987 OREGON 25 Years of Service 1961-1986 RE: Fountains (Phase VIII) at Summerfield Condominium TO WHOM IT MAY r'ONCE2N: This is tj verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Cc missioner of Oregon, will be available on a first come - first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviro- mental Quality, with capacity to serve all lots in said development. phase. Sincerely, r /John S. Hagman Engineering Technician ,711/m j 1312515W Hall Blvo.,P O Box 23397,Tigard,Oregon 97223 (503)634-4171 -- -- ' CITYOF TIGARD December 26, 1986 OREGON 25 Years of Service 1961-1986 RE: Fountains (Phase VII) at Summerfield Condominium TO WHOM 11 MAY CONCERTI: This- is to verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified Sewerage Agency of Washingtor, County and the Public Utility Commissioner of Oregon, will is available on a first come-first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said development phase. Sincerely, �- IIyII� e4l ,-%- John S. Hagman Engineering Technician JH/mj 43125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639 4171 December 10, 1986 C25 11FARD EGON ars of Service 1461-1986 PE: Fountains (Phase VI) at Sommerfield Condominium TO WHOM IT MAY CONCERN: This is to verify, as per your request, that a municipal sanitary sewerage system subject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and the Public Utility Commissioner of Oregon, will be available on a first come-first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Enviromental Quality, with capacity to serve all lots in said development phase. Sincerely, John S. Hagman Engineering Technician JH/mj 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 - - u� October 6, 1986 CwnrOF I'GARD OREGON TO WHOM IT MAY CONCERN: 25 Years of 6Mce 1061-19886 RE: "Fountains at Summerfield Condominium Phase 5" Dear Gentlemen: I This is to verify as Per Your request, that a munj.cipai sanitary sewerage subject to regulation Sewerage Agency of Washington County City of Tigard and Unified isssioner of Oregon, will be ava.ilablenontaefirst1come ifirst se ry basis for. connection thereto, meeting Of Tigard, Unified Sewerage Agency the requirements of. thesCity Qualit Y and the Department of F,nviromental Y, with capacity to serve all lot, .in so.td plat boundary, Yours Truly, n y � l JCJ 11 �a John S . Hagman Engineering Technician. JH/mJ ' i I L W Hall Blvd,P.O,Box 23397,Tigard,Oregon 97223 (503)639-417' LINDSAY, HART,NEIL fie WEIGLER LAWYERS WORLD TRADE CENTER BUILDING JRF"RKON PLACE SUITE 0704 SUITE 1800 060 N.9TH,SUITE 400 P O 67 999 S.W.COLUMBIA BOIRE,IDAHO 8C1709 9.4.1 HANANATRU•CHO PORTLAND,OREC30N 07801.8018 1908)008.8644 MINATO•KII THLEPHC NE(000)890.1161 TOKYO 105 JAPAN TELECOPI EH(6011)9120.0076 (013)409.8998 TFLEX 49•i•7011@ AIIH GT 3TEEET.0013 WASHiNOTON,D.C.90000 (909)998.0000 September 18, 1986 Mr . Randy S. Clarno Engineer Services Manager City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 RE: The Fountains at 3 mmerfield Phase 4 Our File No. 661-0132 Dear Mr . Clarno: This firm represents Hayden Corporation, the Declarant/ Developer of Fountains at Summerfield Phase 4 . I am writing to confirm our telephone conversation of September 11 , 1986, regarding the City of Tigard' s sewer easement on Fountains at Summerfield Phase 4 and the "encroachment" on same. As I explained to you, I have reviewed your letter of Septemb-r 2., 1986, to Mr . Don SiedPl . I have also reviewed the instrument entitled Permanent Sanitary Sewer Easement recorded on January 30 , 1986 . The easement states tha : it does not prevent grantor from full use and dominion over the easement area , "provided, however , that such use shall not interfere with the uses and purposes of the intent of the easement . " Your letter to Mr . SiedPl confirms that the "encroachment" does not effect your ability to maintain sanitary sewers in the area . The easement is fifteen feet wide. According to the plat of Phase 4 , the "encroachment" occurs in the southerly three and one-half feet of the easement . You have informed me t*,.iat the City of Tigard may wish to vacate a portion of the southerly three and o:,e-half feet and have requested that your right to do so be noted on the plat . Hayden Corporation has no objection, to a possible vacation by the City of Tigard. However , as T explained to you, ipon recording the plat for Phase 4, Hayden Corporation :could no longer be the sole owner of the real property in Phase 4 and thus not in a position to grant ar easement to the C.tty of Tigard for Mr . Randy S. C1art September 18, 1'86 40 Page LINDSAY, BART, NEIL & WRIOLER additional property in substitution for that which may be vacated. You have assured me that the City will not need addi- tional property even if a portion of the City ' s easement , after vacation, is cniy el9ven and one-half feet wide . Pursuant to our conversation, I aavised my client to amend the plat to permit future vacation of all or a portion of the southerly three and one-half feet by the City of T.Lgard in its discref- ion. I also discussed our procedure with Mr . Tim Ramis , attorney for the City of Tigard. The plat , as amended, has bFen recorded and I am enclosing a cony to you . Thank you very much for your cooperation in this matter . Very truly yours , �J. Linda W. Triplett Encl . cc: Vlad Voytil.la Tim Ramis LWTksw598 CITY(*TIGARD August 12, 1986 OREGON 25 Years of SeMce 1961-1986 TO WHOM IT MAY CONCERN pk„ FOUntains at Summerfield Condominium Phase 4 " Dear Gentlemen: This is to verify, as per your request, that a municipal sanitary sewerage system atibject to regulation by the City of Tigard and Unified Sewerage Agency of Washington County and t!,e Public Utility Commissioner of Oregon, will be available on a first come first serve basis for connection thereto, meeting the requirements of the City of Tigard, Unified Sewerage Agency and the Department of Environmental Quality, with capacity to serve all lots in said plat beunclary. Yours truly, Jahn S. Hagman Engineering Technician JSH:pjr 13125 SW Hall Blvd,P.O,Box 23397,Tigard,Oregon 97223 (503)639-4171 — CITY o. TIGARG _ SANITARY SEWER A! ,R TEST PROJECT NAME TEST DATE : �� / / Y�' CONDUCTED BY � 55�� '�� Sc�,�� . •-( STATION (d) (U PASS I FRO M TO DIA. LENGTH K=0.011 d 2 L C=0.0003882 LO TOTALS MIN. SEC -OSS YES NO - &NJ- I jtlj/ � 3ys" I X7'/8 Y n 2'y C/Z.. -+- 6 uz �/ . H3 0697yL4, - ; —� ! 7– _ ileo" Gi .75 7qo n. i�i-i3 -iS- f !m# ig 12 i- c') 3. 746 / 31 73 Z I Ayx:gz �rn� t �- /SG /09. 3'2 v 0•L+(pa.55SL- /13 /J,3- C..C; S 1 4 s L , I � I December 2, 1985 CITYOF TI1FARD WASHINGTON COUNTY,OREGON Mr. Randolph Safeco Title 2525 SW 1st Ave. Portland, OR 97201 RE: Fountains No. # 3 Subdivision Dear Mr. Randolph: This is to verify, per your request that: 1. Each lot building will have access to a concrete or .asphalt surface road which meets the standards of the City of Tigard, Oregon. 2. Said development , where necessary, will have drainage structures and fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A munir_ipality owned disposal system will be available (to each building)which meets the requirements of the Environmental duality Commission, with capacity to serve all buildings in the development. I 4. The improvements required to be constructed by the City of Tigard, Oregon are under construction. 5. A Compliance Agreement and Performance Bond has been executed by the developer and has been accepted and acknowledged by the City of Tigard City Council thereinregard completion City required the improvements; said documents are on file in the City of Tigard Record-r's Office. I hope this letter clarifies the matter for you, regarding documentation/verification required to be submitted to the State Real Estate Division. Yours truly, John S. Hagman Engineering Technician 2205P/dm,j r 1 \ 12755 S.W. ASH P.O BOX 23397 TIGARD,OREGON 97223 PH:639-4171 — CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: November 25, 1985 AGENDA ITEM #: DATE SUBMITTED: November 14, 1985 PREVIOUS ACTION: None ISSUE/AGENA TITLE: Fountains Phase II) Sanitary and Storm Sewer Compliance Aqreement & PREPARED BY: Development Services Dept Parformdnce Bond; authorize Mavor & Recorder to execute in Citv's REQUESTED 67: John Haqman bahalf.. DEPARTMENT HEAD OK: CITY ADMINISTRATOR: POLICY ISSUE INFORMATION SUMMARY 1. The proposed "Fountains (Phase II)" sanitary & storm sewer project is located northerly of S.W. Summerfield Drive at S.W. 114th Court. The preliminary plat has been approved by the City . 2. The attached Sanitary & Storm Sewer Compiiance Agreement and Performance Bond has been submitted by the developer, as -t required by the City, to assure completion of installation of all public sewer 1acilitie3. 3 . Construction plans are ready to be issued and all. required public improvement fee' s have been paid. ALTERNATIVES CONSIDERED SUGGESTED ACTION Authorize the Mayor and City Recorder to execute the Sanitary & Storm Sewer Compliance Agreement for "Fountains (Phase II)" in behalf of the City; and, also, accept the Performance Bond therefor. (RC:pm26) am SANITARY b STORM SEWER COMPLIANCE AGREEMENT CHIS AGREEMENT dated this day of , 19 85 , between the CITY OF TIGARD, a municipality of the State of Oregon, hereinafter termed the "City", and Tualatin DevelopmNnt_ Co. , Tnr . hereinaft=r termed "Petitioner". W I T N E S S E T H: WHEREAS, Petitioner has applied to the City for approval of construction of a public mainline sanitary and storm sewers, to be known as E'ha ," I l Fountains Sanitary and Storm Sowor Extension being4" tae � � tea• illustrated on thr attached Exhibit "A", and by reference made a part hereof; and WHEREAS, the City �f Tigard requires applicants for construction of public sewers, and appurtenrnceG thereto, to submit to construction plan review, constructLon inspection and testing, and, further, to provide performance assuranc%s, to grant public easements and to remit payment of relevant fees and charges; and WHEREAS, the City has approved and adopted the Standard Specifications for Public Works Construction by APWA, Oregon Chapter, and Sanitary Sewerage rules, regulat'ons and spL1cifications for sanitary sewers via Ordinance No. 84-58 and amendments thereto; and WHEREAS, the lrnrbiic sewer improvemenC required to he constructed by the petitioner is incomplete, 1—f. petitioner !ias nonetheless requested that the .City permit grantic" of easements to the pr.blic, and the parties herein named desire to protect the public interest and abjure that the improvement will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premise and the covenants and agreement3 to be kept and performed by the petitioner and petitio,e.rs surety, IT IS HEREBY AGREED AS FOLLOWS: 1. Petitioner shall proceed to complete all public sewer improvements shown on the improvement plan, approved by the City of Tigard and prepared by Cooper Conr,ult;�nts, inv.. (TirT �r1, rrpl dated 19-19-t14 said improvement to be completed no later than one (1) year .rom the date of thi r,greement and Petitioner hereby agrees to comply with all rules, rer•,A.eL;_ons ail ' specifications set forth by the City and, to use only such materials and o follow such designs as is required to conform thereto. Petitioner, via a registeiPd civil engineer, shall provide certification of installation conformance, to the City prior to City inspection of petitioners improvement work for initial City acceptance. 1. To assure compliance with the City's requirements and the provisions thereof, Petitioner agrees to obtain, provide and tender to the City, a surety bond(s) in form approved by the City, with liability in an amount equal to the contract price taf 3 27,040.00 prior to City issuance of a permit or approved construction plans for construction o. said improvements; said bona shall not be required to b•, tendered to the City if the Petitio: satisfactorily completes installation and provides the aforesaid certification and easements to the Clty prior to applying for sewerage system building connection permits; Petitioner's contractor scall be licepsed bonded. and insured. 3. In the event that the Petitioner shall fail, neglect or refuse to proceed with the work In an orderly and progressive manner to assure coWpletion within the time specified, upon ten (10) days notice by the City to the Petitioner and _te Petitioner's sure,.y, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against the Petitioner and the Petitioner's surety and in the event the same be riot paid, bring an action on said bond to recover the amount thereof. In the event that such action be brought, the Petitioner and the Petitioner's surety shall be required to promise and agree `o pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and cost incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may at its option bring proceedings to enforce against the Petitioner and/or Petitioi.•-r's surety, specific performance of the contract and compliance with the standards adopted by the City of Tigard, and in any event, in a like manner, the City shall be entitled to recover such sums as the court may adjudge reasonable for the City attorney's fees and cost, both in the Trial Court and and Appellate Court, if any. 4. Petitioner, concurrent with the execution hereof, agrees to pay the following fees and charges: a. A plan check and inspection fee to cover the cost of City review of public mainline construction plans and, in the City's interest, periodic inspection of mainline construction (except building connections) in the amount of 31 ,o81 .6o b. A connection permit fee to cover the cost of proces-Ing building sanitary sewerage connection permit applications and performing inspection of building connection(s). Said fee to be determined, levied, and paid prior to connection of buiiding sewers to (this) public mainline sewer. C. A surcharge to connect directly or indirectly (strike inapplicable word) to an existing public mainline sanitary sewer which was installed without cost to the Petitioner. Said surcharge to be determined, levied, and paid (by the Petitioner.) in accord with terms of agreement 'retween the City and N/A d. A monthly sewer service charge for use of the public sanitary sewer system. S. While the City agrees to mak. periodic inspeo_i-ions as, in the City's judgment, is necessary to assure compliance, the Petitioner agrees to provide certification that the improvement has been installed in accord %ith City standards and the approved improvement plan; said certification to be signed by a registered civil engineer. 6. The Petitioner agrees to provide the City with 48 hour edvdnee notice of commencement of construction and, also, 12 hour advance notice of requested field inspections. 1. The Petittunet agrees to Insure that Petitioner's engineer obtains accurate as-built (field) construction records of said sewer installation and, also, agrees to insure that the City is furnished with one accurate an-built rr•rlar thereof and, further, w4th accurate legal descriptions of ^ nnr.. •nrr r naonrn n..fe r r 8. At such time as all public improvements have been completed in accordance with the City's requirements, Petitioner shall submit the aforesaid "certificate of installation conformance" to the: City to notify the City of readiness for conditional acceptance inspection and, then, upon notification by the City that all requirements have been met, the Petitioner will submit to the City a good and sufficient mai I-enance bond, in form approved by the City, in a sum equal to twenty percent (20%) of the contract price to assure correction of any defective work or maintenance becoming apparint or arising within one year after conditi-- •:_ acceptance of the public improvements by the City. 9. Upon receipt of certification from the Department of Development Services that all requirements Piave been met, and a one year Maintenance Bond, the City Council agrees to accept the public improvements subject to of Petitioner's correction of deficiencies, and maintenance, for a period of one year. 10. That Petitioner, in consideration of City approval of the application to construct a public sanitary mainline sewer within the boundaries of easements held by or to be held by the City, does hereby covenant and agree to save, hold harmless ;And indemnify the City, its officers, agents and employees, for and from all claims, demands, damages, and each and every other obligation that can or could arise from the neglect of Petitioner, his officers, agents, contractors and employees, or from trespass upon property outside of the easement area, including attorney's fees and costs, if any, necessarily incurred by the City in defending against such claims, with the intent and purpose that the City shall be made whole with respect to any amounts it may be required to pay or be held liable for in connect!on with exercise of real or assumed privileges afforded Petitioner for sewer construction purposes. 1N WITNESS WHEREOF, the parties have e%ecuted this ,agreement pursuant to authority vested in each of them. CITY OF TIGARD: PETITIONER: Tualatin Development CL. Mayor 8Yt City V,-,corder (Attach Notary Acknowledgement hereto) Return Signed Copy to: Tualatin Development Co. 15300 S.W. 116th Ave. f Tiqard, OR 97223 (J1I:pm/02235) y YK i \ _ '�••/101 1' 1 i I I •v `U-L''_T•�� yy I y r I•/I•%�.�r��ns i t. /• yfr A-t ef. I•R•U [I ri �. :.� r 1 lr°F�,,vrA�/lls"�W�tsE IT� N, I�' � h Qc�E�- • �"� • ' M _ moi`-- ,fir q 'L —A Of LL To 0 lipa. sAN . SEW, STORM SEW. K= MR&MIM c " SANITARY & STORM SEWER PERFORMANCE BOND ® Bond No. 8107-19-02 KNOW ALL MEN BY THESE PRESENTS, that we Tualatin Development Company, Inc. as Principal,- and veoer.�.i insurance Company a corporation duly authorized- to conduct a generFl surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, ( egon, a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ 27,040.00 , .lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these rpresLot THE CONOITL)NS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are construcLAng public sanitary and storm sewer extension imr)r, veme its-Phase lI Founta located in the City of Tigard, Oregon, and have entered into a Sanitary & Storm Sewer Compliance Agreement with respect to timely develcpment and improvement thereof, a copy of said Agreement is attached hereto, and by reference made a part hereof; and NOW, THEREFORE, if the Principal herein shall faithfully and tn,ly observe and comply with 11 terms of the Agreement a.K' shall well and truly perform all matters and things undertaken to be performed under said Agreement and under all ordinances, regulations and conditions of the Obliyee applicable to said development and improvement, and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned 94gainst the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of 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 pr4vail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WT.TNESS WHEREOF, the parties hereto have caused this bond to be executed this 11th day of October 19 65 Tualatin Development Co. , Inc. (� Pr n�c`i Bye'"� " seal) vr, --t _PaE1 i ni r By (seal) (seal! A true copy py of the Power of Attorney Federal Insurance Company must be attached to the original of t1urety this bond. ) 1:tk&A) A orne -in-Fac y t (0927P) POWER OF ATTORNEY Know oil Men by these Presents,That the FEDERAL INSURANCE COMPANY, 15 Mountain View Road,Warren, New Jersey,a New Jersey Corpora- has constituted and appointed, and does hereby constitute and appoint Nancy L. Kummer, Raymond B. White James R. Da: ilker and Leslie L. Rudat of Pittsburgh, Pennsylveaia------------- ______ rtley P. Wal l , eech Its true and lawful Attorney•In-Fact to execut0 under such designation in its name and to affix its corporate 90.11 to and deliver to, and on flR hehaif a+ surety thereon or otherwise, bonds of any of the following classes, to wit 1 Bonds and Undertakings filed in any suit,matter or proceeding in any Court,or filed with any Sheriff or Magistrate,for the doing or not doing of anything specified in such Bond or Undertaking 2 Surety bonds to the United States of America or any agency thereof,including those required or permitted under the laws or regulations rf;latmg to Customs or Internal Revenue, License and Permit Bonds or other Indemnity bonds under the laws,ordinances or regulations of any State,City, Town, Village Board or other body or organization,public or private,bonds to Transportation Companies,Lost Instrument bunds, Lease bonds,Workers'Compense bon bonds, Miscellaneous Surety bonds arid bonds on behalf of Notaries Public, Sheriffs. Deputy Sheriffs and similar public officials. 3 Bonds on behalf of contractors In connection with bids, proposals or contracts In*"no"whisi the said FEDERAL INSURANCE COMPANY has,pursuant 10 Ila By Law•,caused those prevents to be signed by tte A$iet$nl VOMPrssrdenl and Aaa,slanl Secretary and its trYloorals Mal Id be Mrsto affi.ed this 7tb day of De cembe r 19 (g (;rXmilfe see . C. uJh f ,t.V e Frx FEDERAL INSY6ANCE COMPANY It y �/ t v /�; t1--- L i •C dwhard D'Conna i� Oeorge McClellan AeN•leel S*_-Wry Aeafelnt VIOr Pros{der'. STATE OF NEW JERSEY i SS County of Somerset J On th,s 7th day or De e e mbe r tg 93 txetore TTM personally,came Richard D O'Connor to f e known and by me known to be AAsMlrn aecrelary,of the FE'K'RAL e4 SURANCE COMPANY the cmwshon described in and whKh exeuled the foregoing Power of Attorney.and IM sad RKhrd D O'Connor being by rite duly swim.Md depose and say that he,s Ass.slani Secreten 011ho FEDERAL WOUPIANCE COMPANY red knows the corporate semi thereof,that the semi affixed 10 the foegxng Power of Attorney is such Corporate Salt and was ttweo Nhard by authority of the By laws Of said COwpany And Mal he aigrlad sad Powr of Attorney As Assistant Bscrelry of said Company by like•uthMrty and that he is acquainted with Oe(rge MCCieflan and knows horn to be IM Assistant Vice P,•sdon of"W Company,and that the Wtaium of sad George kacCNMan subscribed w said Power of Attorney N in IM gory, ,•hsndwrgkp of said George McCteean and was lhorato WMcttbed by stmxNny of seal By Laws and in deponent a presence �. Nark Semi G� L E Oti y A)Inowlodgad and Sworn to"fore me J fib GARY .0 on the date abova aur it Q • PUGLIC e w• � Notary Publk JE.a r CERTIFICATION MICE LEJ;IAtM stATE OF NEW JERSEY11l NOTARY PIJOLIC (1L fl(W 051YSomerset 1 County of ss My Comm s'aon Expires luno 76, 1988 t.the unrtesagred.AaalslarN 8ecratry of the FEDERAL INSURANCE COMPANY.do hereby truly 11.41 the PoAowll Is A bw escrpl from Ih0 ByLaws Of ffe said COM"lly 1A adopted by ml Soa,n of Dlrecwrs W MrCh 11. 1963 end ropy 14IM"ly amaiNw`d Marrh 11 19e7 and inn this By Law a in No force and affeet "ARTICLE XVIII Ibchort tt AM bands undertakings conlwls and ami,IMt,unents otter then Y above for and I.,behalf sal the(;ompany whK:.it Y aultwirtsed by low a its rhaitei'u execute rAy And 111100 be e■eCUleid in IM nano and On behra of the Corrorry seheir by vu Chat"an or the V"Cnearnan or IM Preudrtt Of a Vgo-PreeldrN,pally with the Seaelry r an Assistant Sec,elery.:vee ff w reapeclM darytations.a■cea that any one Or more officers or sttorneys-in Pact deapnsted M any nNnhnlOn at the Board of Deeclot As the Executive Commreee or in Any Powet of woo ey oswuited As proaded to in se-tion 7 below,may eserine Any such bundur,ttenaking of othot obil"iOr1 u ProvlAed in such rMniWoh w power of attorney CieCYer.:l All Orywete d atkvrey tali red on behalf a die(:nett fern trey ane ihM a asecutaA n ire name rd m bsleff d rho Corpany,axrw by tits C hornet a Vie VkesCl Wrmri a Iho P neM.y r e Vice-Pfft Jo"or rt Asa will Yme Presld",pinny wish the BeCrNary or an Assistant Secretary,under thou reapective daepnrorr The signature of such officers may be enyreveo prated P 101h 19,Abhed i lunho,r entfy that saki FEDERAL s1eURAls"COMPANY to duly hosed to I,antaaf.Y Melly and surely tnlsn^eaa n ea.n.A the States of the kinked States of America,Dlelnct or CokNMW,Puerto Rico And ar:n of tie r'-1-"d Canada with the arosptton of Pfk,clr Edward island.and is leo any k*eed to becalm•sole surely on balls,undrlakings.atc rermnted a required by low 1 the Waters 2ryd Assrefor"Secretary of FEDERAL NSURAP$CE COMPANY.do tereby Oenffy that iho foregoing Powr of Attoney is M full force and effect Gr....ir.;r my nervi andTho ser nr tied r„artpanyat Wrren,N.J..MRF 11th October „_85 t%olfkoMe ser f,Vy` 'i',��t ci�• ~fwJER ye ae�r»o ion..1 h"QllJ lkd te71 GENf.RM� Ae USA ...err ■r— _ A� ✓.---- su SANITARY & STORM SEWER PERFORMANCE BOND v� rtCitdtbTc�f Bund No, KNOW ALL MEN BY THESE PRESENTS, that we Tualati.ii Development Company, Inc. as Principal , and Federal Insurance ('omn ay � s corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon, a munic .pality of the State of Oregon, hereinafter called the Obligee, in the sum of $ rrgr' "r' lawful money of the United States of America, for, the payment of which we, as Principal, and as Surety, jointly and severally bird ourselves, our successors and assigns firmly by these present. i1iE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are construct. i.nq public sanitary and storm sewer ext_ens.i.on i.mprovemerits-Phas,, .;I Fountains located in the City of Tigard, Oregon, and have entered into a ';,ini.tary & Storm Sower Compliance Agreement with respect to timely develrpment and improvement thereof, a copy of said Agreement is attached hereto, and by reference made a part hereon : and NOW, THERE,-IRE, if the Principal herein shall faithfully and truly observq and comply with all terms of the Agreement and shall well and truly perform all matters and things undertaken to be performed under said Agreement and under all ordinances, regulations and conditions of the Obligee ipplicaole to said development and improvement, and shall promptly make payments to rill parsons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned 'gainst the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or, to recover under the terms of this bond, in addition t.. al; ^*tiQr rights and remedies hereunder, the City, in the t vent it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. "N WITNESS WHEREOF, the parties hereto have caused this bond to be executed this day of 19 Tualatin Development c (o. , Prnci l � By` _,i� F/' (sea]) (seal) VI-I'm -10nEs10SN, By: (seal) (seal) (A true copy of the Power of Attorney must be attached to the original of Surety this bond. ) Attorney-in-Fact y, IL � (0927P) O 1� �o �b D STORM AND SANITARY SEWER EASEMENTS 110V ,s 1985 CITY OF TIGARD An easement for storm sewer and sanitary sewer purposes over and across a parcel of land being a portion of Lots 12, and 13 W'illc,, Brook Farm lyirg in the Southeast quarter of Section 10, Township 2 South, Range '1 West, Willamette Meridian, Washington County, Oregon described as follows. Reginning at, an iron pipe monument at the southwest cornor of said Lot 12, which is also the iniCial point of "Fo-ntains at Summerfield Condominiums Phase 1"; thence North 0° 06' 14" West along the west line of said Lot 12, 2.50.22 feet to the true point of beginning; thence North 00 06' 14" West along the west line of said Lot 12, 709.65 feet to the southerly line of S.W. Naeve Street: thence South 63° 05' 48" East along said soutrer v line 16.84 feet to a point which Is 15.O feet East (when measured at right angles) of the west line of said Lot 12; thence South 0° 06' 14" East parallel to and 15.00 feet +rom the west line of said Lot 12,533.04 feet; thence North 87° 36' 12" East 196.76 feet; thence North 0° 05' 54" West 285.17 feet; thence North 15° 17' 58" West 79.16 feet; thence North 26° 54' 12" East 65.90 feet to the southerly line of S.W. Naeve Street; thence South 63° 05' 49" East 15.00 feet; thence South 26° 54' 12" w ;t 60.11 feet, thence South 15° 17' 58" East 75.37 feet; thence South 0° 05' 54" Fast 132.43 feet; thence North 890 54' 06" East 136.08 feet; thence South 0° 05' 54" East 15.00 feet; thence South 89° 54' 06" West 125.00 feet; thence South 0° 05' 54" East 147.26 feet; thence South 11° 31' 36" West 183.68 feet; thence East 340.48 feet; thence South 57° 51' S5" East 110.30 feet; thence North 11° 56' 10" East 109.60 feet; thence Northeasterly on the arc of a 88.VJ foot radius curve to she left having a central angle of 24° 33' 2.8", the chord of whi,:h bears North 89° 26' 47" Fast 37.4., feet, an arc length of 37.72 feet to a point on the westerly boundary of the plat of "Surmnerfield No. 14" which is North 12° 50' 00" West 37.00 feat from the northwest corner of Lot 704 Summerfield No. 1.4; thence South 1.2° 50' 09" East 24.00 feet; thenco Southwesterly on the arc of a 112.00 foot radiu. curve to the right having a central angle .8° 10' 37"9 the chord of which hears yruth 86° 15' 19" West 35.3P feet, an arc length ' 35.53 feet; thence South li° 56' 10 West 106.44 fent to the northerly ine of the parcel of land conveyed to Farwest Associates Summerfield d,scribed as Parcel III in Recoriars fee No. 85031'702, Washington County Deed Records; thence North 57° 51' 55" West 115.45 feet to an angle point in said northerly line; thence, continuing along said northerly line, West 345.50 feet; thence South 80.79 feet to the right-of-way line of SW 114th; thence Westerly on the arc of a 36.00 foot radius curve to the left, having a r.rntral angle of 44° 54' 03", the chord of which bears South 71° 32' 06" West 27.50 feet, an arc length of 28.21 feet; thence North 120.04 feet; thence South 89° 54' 06" West 173.22 feet to the point of beginning. EXCEPT therefrom: Beginning at an iron pipe monument at the southwest corner of said Lot 12, which is also the initial point of "Fountains 3t Summerfield Condominiums Phase 1"; thence North 0° 06' 14" West along the west line of said Lot 12, 265.21 feet; thence North 89° 54' 06" East 15.00 feet to the true point of beginning; thence North 00 06' 14" West 138.95 feet; thence North 87° 36' 12" East 196.76 feet; thence South 0° 05' 54" West 12.37 feet; thence South 15° 07' 21" West 139.35 feet; thence South 89° 54' 06" West 160.00 f?et to the point of beginning. d 77703/45 !0000 qy o ! no 7 ALa IN Ia.n S � yt �yA 8 � W � s 90 •�G rte,P I W t A 8a W 8 ' N all 04,0811! 136.06 ' $ _ so-54,00 w 4 In $ 106.00 1 I s A g I N eo 4 erP I w e9•.7•of•E _ °F ,30.76 - hoN eT'N'le•0 J too.7a to$ • k g~ � g e 09'e4'0e•w m a 818. !80.00 8 9 POPa 00.00.00•¢ Jf cam" e 66.66.88•» -- - - -- -- _- s.o.a - e �8 a W a.eyeo 8• ' �S N�ivs�o��_ �� S8 '�� ab ` 41 , S N �C LINE DEAHIMQ OIQ'fANCE N f :•.2'E 65.9. \ Q N P6':.'1P'E 06.00 o J\ ! ■ e R... 15.00 � '1P'w .11 . 2 81'e. 810a o0.07'S.•E 15.00 0 5 12'50.00•E R. 00 7 3 00.05.81.•11 1 2.1 / •' hW s N oo'a3.13•E s7 .e 8 9 8 q Q e 1Q m 817 E eo 00 fig1 1s x � r SN CORNER LOT 1� WILLOW BROOK FARM 11 •" CURVE n101U: O11L 7A C/10nD 6R9 CN0R0 ARC 1 110 00 2.']!'26• N 09'76'.7'1 !7 .3 37.72 2 1'2 00 1610.77• 0 66'!5'19'11 fe.>• 36.81] 1 3 7: 00 ..'5.'02' 6 71.32.0:•. Q7.e0 P6 PI Is 00 80,59'.7' N 70']e'S1'w PC .e 112.6! r 0 1157 78 20'39'00• N 11•.9•!0•. 131.01 3P 381 00 2)000'05' N 00.00.00.11 50.00 170.93 p 7 707.78 29'].•01' 0 U'.7'00' 167.0: 160 e¢ Iso 0000 :6'].'610• 6 17'.3' E P9'M 20.57 � 9 510.00 17'7n'3e• a s'a•.o•w :37.10 16077.0614 : I 0 I 111 /4O F y� C, I 1 'r i)r T 1 ('ARU E=_ASEMf:N7S, , �C. �C;,k�.�t'\E:1J� ,& 'C�UtJ� 1-�-A1J C ��► I�CC:.�� J� 'z AM c��"�C't—t1.�Ca c�►.�C�i�t��, l�'C�utt" 1 `A4 � 1 lIz- N l� C L'1�7�T 1 �/►r7(J``/Ylf G! /'f/(� /�� ,w� ��C'�!.� r7/Clv1,tG� IJ4U'ee / �-y- /�?F` - .waw.) G�/�l✓''C.- �f►�,�l�,W is c��-�'-z/' . k CITY OF TIGA RD No 7 8 I. 5 12755 S.W. ASH P.O.BOX 23397 ' TIGARD,OR 97223 it Name ------ ---- --- ' Address -•--_.._. .-. . ._.-------- Lot _ Block/Map Subdivision/Address ( 1 Permit Wsu Bldg. Plumb Cash Check Sewer Other Other Rec By 1 Acct. No Description A fu t 10432 Building Permit Fees 10-431.600 Plumbing Permit Fees _ 10.431.601 Mechanical Permit Fees _ r 10.230501 State Bldg. Tax 10433 Plans Check Fee_ 30.443 Sewer Connection 30-444 Sewer Inspection r 51.448 Street Syst. Dev. Charge 52.449610 Parks I Syst. Dev. Charge 52.449.820 Parks II Syst. Dev. Charge 31.450 _ Storm Drainage Syst Dev Charge 10-a30- Business Tax `--"*'____. 10.434 Alarm Permit 10.227 `-- 10.455 FinesefficlMisdlPark,ny ti 10230• CPTA TrafficlMisdlVic Asst. 10.456 Indigent Defense 30-122.401Sewer Service/USA - i 30-122.402 Sewer ServicelClty 300i. 3012 — Sewer evlcelCity eint — —`-- 0-125 — nmatched r' 31.124 Storm Drainage f 40.475 antro t Prin. Pym—t - 40-471 ymt4 -4 11antro t Int. Pymt. —I- .`1- �y�.., >1 --�` �'��IIJ ,f1M• �N11C II)�I, 1[� ._ i TOTAL ► 161 /, CUSTOMER 1 ILMIRJLMNLMLA� 44 PLEASE TAKU THIS TO THL CASHIER FOR A RECLIF11 • NAME: b . DATF: QrAft&Ik e 4 DESCRIPTION AMOUNT 10-220 Refundable Performance Bond _p2aL.q?. J.t. --- 10-435 Sign Permits HOP TU 10-436 Public Sewer Plan Check/inspection e:--- . 10-436 (Public,-Storm Plan gheck/Inspection Fe $ C)o 10-436 Streot Dedication/Public Improvement Fee 10-436 Street Opening Permit 10-440 Subdivision Applications: S MLP 10-441 Zoning Applications: ZC CPA ZOA PD Misc SLE CU SLP v 21-442 Street Light Fee • 10--451 Document Sales: Engrg. Planning Bldg. 10-451 Street and Traffic_Si_qns 10-451 Land Use Actions/Fees: SDR TOTAL S 7i (1045P) CITY OF TIGARD, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPROVEMENT FF1 COMPUTATION SHEET Project Title: Imprv. Type: S%OV. Computed By: _ADate: 9. V9 SS 1 , PROJECT PERMIT FEE (T.M.C. 18. 164 . 1.50) : ` A. Improvement cost estimate, less sanitary sewer. . . .$__� QQ�ffi ___ (Adjusted Cost) B. 0.04 x (Adjusted Cost) 2. SANITARY SEWER MAIN, PLAN CHECK AND INSPECTION FEE (Ord. No. 05-02) : A. Contract surcharge applicable . . . . . yews, ,. (agreement name) B. Sewer Improvement cost estimate $ (ewer est . ) C. 0.04 x $ IL-o. _ $ (sewer estimate) (f e) [or] $100.00 nin. , whichever is greater . . . . . . . .$ 3 . STREETLIGHT FEE (T.M,C. 18 . 164 . 1.30 (x) & 3 .08 .010) : A. P.G.E. Schedule ho. , Option No. ; Type of Lamp Lumens/Wati:s Type of Pole Height B. $ = $ /mo. (monthly rate) (no. of lights) $ x $ /mo. (monthly rate) (no. of poles) 4, + x 24 months (subtotal lights) (Subtotal po o3) 4. TRAFFIC—PEVESTRIAN SIGN FEE (T.M.C. 19 . 164 .030(u) : A. Stop: @ $ _ $ (number ) — ---(each) ( subtotal) B. St Name: @ Y = $ C. Combo: @ $ $ 0 L N(1. Parking: @ s = $ F @ $ _ $ F . @ ---- Sign(s) Total . . . . . . .$ __ Soo e '> (;RANI) T01 r,I (TFF'S D'Jf ) . . . . . . . . . . . . . . $ 101L R m int. No Date Paid: (:heck X Cash 0920P .ar��• I w` ,{ .•• Y. 1. W 0 co 4 Z VLLI im """` cr— } 4 55'RT fE=2/9.0 \ � � � `'r,,,• >�..� �•.,'�"`�, O ` -.............. .. ....3 0 •, 3t0.3.98 � — 2 r 20. ZG. •F. I 4 �+ M. .. 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MN .JJ-4 i: Sf&!5•4p3 ; w ............... k.. 1,• ""w �. w , ...................... .. ,._." �. i .-..-w S , .. �=•„• ......,:..�.,.,..,.,.. ......, .— .....::C t..... ....., .._.._ _..M...»,.,, _......... .......:.1 ............... �a ,..w.w.w.,«,..��w..,.—,......- . ...._ . ..... .........ww,,,,.w,_. .�,..,..,......_ .. _._...1 ww.,.w..»«.,.....,,.__..,_....«....._._.w.., .......�..._.._........_..."...w..._.,.ww...,,.�.wM. FOUNTAINS SEWED' 4 OFsl W z W n n Noma ,� 11111 111111111{l 1 (yllll�rll�1�11111:(�Illlltrll(�I� 'r(+III��I�III��III�I) I{1�11�1��1�►11lIII�IIr�►t�lrll�l;11llll�l�(�Ill�lll�l�l�l�lll��ill�flll�l��l�l�l�(�I��i(�� ., _ NOTE: IF THIS M IGROF I LMED ( ---�- 2 „�.�..-��.�.-4 — — 8 r 8 9 I - I 12 DRAWING IS LESS CLEAR THAN +. THIS NOTICGz"IT IS ')UE TO QUALITY OF THE ORIGINAL ",woo? . •*5. -"'' DRAWING. " OE 6 9? LT. 9? SZ tit rZ ZZ IZ QZ 81 81 Li q SI t,I fr-11 21 11 01 b 0 L 0 S i E t 191819" 1111Ill till IIll III I IIIll 1UIIIIIIIIII1(1I14111ulllllfill 1111111111TH►�1�IINf1U1111RrR111n11�1,N1n�l�inll�nl�!!!I I1111(IIIIiII11�11IIi11{11 �11, JUNE 2 � A• of r*. CITY C* T117API) WASHINGTON COUNTY,ORE.GO!" September 30, 1985 Don Randolph Safeco Title Insurance Co. 2522 S.W. 1st Portland, OR 97201 Reference: Fountains (Phase II) at Summerfield Subdivision Dear Mr. Randolph: This i4 to verify. as per your request, that a muu1c.,.pal sanitary sewerage system subject to regulation by the City of Tigard ar. Unified Sewerage Agency of Washington County and the Public Utility Commi ,loner of Oregon, will be available on a first come-first serve basis for connection thereto, meeting the requirements of the City of V gard, Unified Sewerage Agency and the Department. of Envir-;,mental Qualit; , with capacity to serve all lots In said developmert phasF. Sincerely, Join S. Hagman, Enginecring Technician. (JSH:br/1938P) 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH'839-4171 s Ttizl-ativ% D�velop e�� Co, j�y,� 7_O 1�7f3S 15300 S.W T ov,, 9-77_Z4 Pt doe LearokA 4 Dear ,oe. 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 $ $�� ; being the said agreement (therein stated) deposit/fee(s). Yours truly, f John S. Hagman CA�n�`��e�y�d �`gv • `Jecenn JSH:pjr J J �1:r-44 CITY of TIGARD SANITARY SEWER AIR TEST D T�_..�� - Z RO:;ECT NAMETEST DATE : �l/ i-7/ F5 CONDUCTED BY STATION (d) (Q BASS FRO" TO OIA. LENrjTH K=0.011d21, C :0.00038132 LD f TOTALS MIN. SEC _OSS YES N0 it i----- F i3z/-n 14 r L,3� G- %,�3 Y d. 3'c-7 w�� -( ---- ,3'_ 3 v- I I � 1 f N � F I i 1 f i i 1 I � I � a PROJEc-7 NAMIr ?EST 04TE �F //7/ S ?EST CONDUCUD 81' FROM to Q/A (A LEPl6TWO) +<:oolId . c30,00030SId, Time PA i�as e 3 mN J I rnN N• y2 G3 c. Oy.7FA I MN .) • I mr4 J- 8 �/, / �3•l �/�y � y3/�� v " vK I� m#J- i N J- 3 ' IS'Y /08, 4/G 0,47624,zY 45 7vo v, l5/3yIF I I -3 � $�a vb �c (ou W, 7G o , 1-51752 s/ f I L r� ► CIRCULATION COPY APMVEO FOR CONSTRUCTION -r-r_ MUEE)BY VAIE_ KVY Of VKWK* OPERAtK#r-CFVT By DATE CRY ING1.1,11 Fl- BY______DATE_ PGE CO: V Y_ DA t E44& CO.: Olf DATEF STOKER CACI E CO.. D�Y 'v Z'ATE J I N W MAT GAS CO.: W-All-V21I)ATE z Lao- gR-i UNIT SFW AGENCY: BY. DME �vv it --- L I�, �_- I �-- 7 �� 1 ; � `� l �. � r Uf 4 Unified Sewerage Agency of Washington County 150 N. First !Avenue Millsboro, Oregon 97123 503 846-0821 August 16, 1985 City of Tigard PO Box 23397 Tigard OR 97223 Gentlemen: SUBJECT: TIT. WIJINTAINS AT SUMMERFIELD The construction plane on the above-referenced project have been approved by the Unified Sewerage Agency. It you havo any questions , please do not hesitate to cull . Sincerely , / C� Z_. Terry Chamberlin Design Engineer TC: jb Enc. 72-41111 TUALATIN DEVELOPMENT COMPANY -13=Aug-85 - PHASE TNO COMMON AREAS TDC-ACCT. NO. ITEM UNITS _JANTITY UNIT COST SUBTOTAL TG" ACCT. N0. COST STREET WORk 57 1 CLEARING AND CQBBING AC 0.74 $9,003.19 12,160.00 i2,161.e6 s7 -- 68 2 WAVATION CY 451,a $4.18 $1,698.$1 --._.__ _68 — 68 3 314-INCH MINUS ROCK CY 29,80 $12,80 $348.88 68 6B 4 2-INCH MINUS ROCK CY 128.80 $9,40 11,128.80 $3,366.88 68 — — tf--t-1 1/2-INCHES AC CL.? SY X48.88 $3,50 $1,898.88 3;,698.08 70 6B 6 1 1/2-INCHFS A; CI.L 70 SY `,,40,N? 13.`,,0 $1,691.0e $1,890,00 71 CONCRETE WO'►, $1, 316.81 19,316.11 1 6-INCH CONCRETE PAVEMEF,T SF 2865.06 $31.15 $6,514.75 72 2 6-INCH fKP. ABOREBATE 1OMC,SF 7358.18 -V.15 13,552.51 $17,157.25 7^ 72 3 STANDARD CURB LF 4514.00 15,68 $2,633.28 77 - - [ri _- ---- SUB$OTA$ --i14�b9f:�5 $1~,691.45 SANITARY WORK 18-INCH MAIN LF 182.41 $14.81 $2,553.61 61 -- _ 2-4P,-INN ftwaE EA 2.81 -11,Mt.,t8 $$,818,8$ i4,553.�8 6: 61 ------------------------ 61 SUF-Olk $4,551.60 $4,`53,60 —— --6t STOkM DRAIN WiTkt( --- 61 1 48-INCH MANHOLE EA 3.N t1,e18.11 $3,181.81 68 2 CATCH BASINS EA 2.11 $580.80 $1,880.80 61 3tONINECTIt-F1IAT LM-0, EA f.It tW.If t'PB,of 61 4 li-INCH PTFE W/ CL.B LF 245.11 11;,20 V:,44@,(!r 6? 60 'o 12-INCH PIPE Wi CL,D LF 115,11 11 ,00 i1,b1r.0a er _ 61 6 }5-1*CM PIKt to ti.G tE 62 t1,768.BH :18,618.ee ee _ _ _ 61 SUBTOTAL (11,610.18 t18,611.81 be ------- •--------•----------- -- - ---� ..z:.------- --------- 68 ESTIMATED CONSTRU 1IO1. Cu5T $44,161.05 144,160,05 CONTINGENCY 0.15 $2,288.00 ........ BUD6ET COST $46,366.15 _ ��Nl x141�1 ��?wQ,✓ �7 ��'.3, (pv _ 9 - 17 JL5' �. I d 1UALATIN DEVELOPMENT COMPANr 13-AUQ-85 (. PHASE TWO LAND DEVELOPMENT J ITEM UNITS QUANTITY UNIT COST SUBTOTAL TDC ACCT, NO, STREET WORK 1 CLEARINS AND GRUBBING A[ 1.76 $9,888.01 $5,84/.18 16,848,80 57 1 �11LaVAT1flN- - lr 1631.11 $4.21 16,"1.11 69 3 EMBANKMENT CY 1531.18 $3.10 $4,591.16 66 4 ROCK FILL CY 1538.11 $7.71 $11,781,18 6B 141:11 $T7a38 *l,oYL.nr 63 6 i-INCH MINUS ROCI' CY 568.11 19.40 15,:64.18 $30,257.88 66 7 1 1/2-INCHES AC Cl.b Sr '518.8e 13.5P 16,785.18 $8,785,88 71 „ 8i-V2-i#CKS* -t'L.L' .18 $3.50 !8,185.11 3B;7b5'10 71 t --------------------•---- SUBTOTAL $54,667.18 $54�667.le -tONCRHE 00", -.- - - ----- _--_ -____ 16-INCH CONCRETE PAVEMENT SF /,i1 $ 2 6-INCH EXP. AGGREGATE CONC.SF 1.11 1�,1 s0.ee $0.80 72 �„� 3 iANBARit£liRl LF -1'J61:#-- i5.fl8 �+1,153,i?1 X9,953�1 67 ir ------------------------ � ' RUITOTAL $9,153.88 $9,153,88 1 4-INCH SEMER LATERALS LF 88.18 $11.68 61 2 B-INCH MAIN LF 427.60 114.80 1;1,986.40 61 ,„I b :2NER iAFgi4 Eici',tTtN6 fA - N.iB 1511.!1 f8.98 ___._ .�1 ( 76� 4 46-INCH MANHOLE EA 1.11 $1,811.18 $1,181.10/ 17,914.40 61 ------------------------- �e -f1ttHT"TAL 47,9!4.4P t7,414.0--- STORM�.. ,. ,,•. , . t.� » STORM OFATN WORK 1 CATCH 8A51NE EA 6.0? 1501.18 1'"On,Rp 61 f9lfl l LINES EA 1.11 !311.81 $38/.Ifl - -- -- - 68 3 12-?NCH PIPE N/ CL.B Lf 45,91 $12.10 $541.80 be 4 12-INCH PIPE Ni CL.O LF 395.80 $14,18 $5,531.18 61 „- `- 1'5-P& PIPE-ff D tf 1.Pt 122,18 11.PA 68 l ;31; 6 4B-INCH MANHOLE [A e.88 11,818,81 $1.81 19,311.10 to n - ----------------------- - -------------------- •--------------------------------------------------------------------------•------ �„ ESTIMATED CONSTRUCTION COST $81,115.11 $81,115.21 3r CQNTfifBENC� - (w.�5 14'm?f ---- --- •----------•------------------ BUDGET COST 1E5,055,46 i 45�� t�N�s 3 loon'' '-30�0 vs I5 )5'00 It 1940, QC EST , C�R►.►�e `�'"�� 2� �40 , TUALATIN DEVELOPMENT COMPANY -13=Aug-BS PHASE TWO COMMON AREAS TDC ACCT, N0. ITEM UNITS QUANTITY UNIT COST SUBTOTAL TDC ACCT. 10, STREET NOR1• COST 57 1 CLEARING AND 6RU961NO AC 8.'24 tt 2 0tAVAT1ON 19,0911.00 52,168.88 $2,10,10 57 - __. tY 45#.88 $4,20 $1690x8 6O , 68 1 3/4-INCH MINUS ROCK CY 29.08 ($4.88 (348.08 6B 4 2-INCH MINUS ROCK CY 120,08 68 -#B --5-1"i/2-INCHE4 $9.48 t1,12B.00 $3,366.00 68 Ac Sy `AQ." $3:58 i1,890.8E (1,1'90,68 ]e 6E 6 1 1/2-INCHE; AC CL.0 Sy °.40.81 t;,58 78 (1,190.80 $1,858,de 71 .11 SUBTOTAL - -------- ---- -------- CONCRETE WORK 19,306.81 19,386.00 1 6-INCH CONCRETE PAVEMENT 5F 2665.00 $7.15 $6,584.75 2 6-INCH Etf'i A3GREt+ATE CONC.`S 72 '.358,88 11,1`., 1:8,552.50 (17,057.2` 72 72 STANDARI CJkh 454.20 t5-8? 12,6'1.20 s�,h;1 �p 72 0 ------------------------ ___ SUB1UTAt 119,698;45 ti9,690,45 SANITARY NORK 1 B-INCH MAIN LF 182.40 $14.01 $2,553.60 48.fi�ttM MANHOLE FA bl t1 2.88 f1,88d.88 12,0B8.8t (4,553.61 6+ 61 SUE70'A•_ 44,557..6pi0 ,°x;,60 61 5TORM DRAIN WORK 61 1 48-INCH MANHOLE EA 3.00 $1,008.80 $3,010.88 2 CATCH BASINS EA 2.10 $580,80 $1,000.88 60 ,-CONNECT TO EXIST tfNEtJ - -fp 1 68 4 12-INCH PTFE N/ C L B LF . .BN 1381,#E 1311,0t 60 14510? 112,00 c2,440.88 6P 68 5. 1'-INCH PIPE W% CL.D LF ll`.NB ft�.08 11,611.80 61 6 15-Wi PIPE kf Ct.D tF -- n' bB - 80.88 $22.40 11,160.#8 118,618.0e 68 y SUBTOTAL $10,618.80 !18,618.80 68 ESTIMATED CONSTRU'TIOI, COST .. — .. CONT 144,160,.05 t44,168,e5 845 ----------- ---- BUDGET COST $46,168.05 oo I N l J ✓I , (�! 1UALATIN 0EVELUFME111 COMPANY 13-AUQ-BS ( r PHASE TWO LAND DEVELOPMENT ITEM UNITS QUANTITY UNIT COST SUBTOTAL TDC ACC1, ND. t -T $.,,,fit STREET WORK ��`` 6 1 CLEARING AND GRUBBIN6 A[ 8.76 $9,000.01 $6,840.10 f6,80.00 57 f11tAVA-Tfi1h Lt�-- 1631.11 f4.?8 Y6;931a8 _ 68 ( 3 EMBANKMENT CY 1531.18 $3.18 $4,591.11 66 4 ROCK FILL CY 1531.11 $7.71 $11,781.18 68 6 2-INCH MINUS ROCI, CY 560.80 $9,40 $5,264.18 f30,2S1.00 68 7 1 1/2-INCHES AC CL.b S1 25;0,00 f3.5Q fE•,185.18 f8,7E`,BQ 7E --$Y 4511.1E $3.51 !8,785.98 $8;785.88 71 c _ __ _ '-'-t'BtsL'RfiEifCR�' SUBTOTAL $54,667.88 $54,667.18 - -� „ 1 6-INCH CONCRETE PAVEMENT SF 8,00 s;,l; t8.8C 12 „ 6-INCH EXP. A66REGATE CONC.SF 8.00 13.15 $0.00 $0.80 72 3 5iAN9AR8IFi4 LE 1961x91 $5.88 $9153.8E l4;953.8E �$- t )u � SUBTOTAL $91153.81 $9,153.88 1 4-INCH SEWER LATERALS LF 80.80 $11.60 $928,11 2 B-INCH MAIN 6i n+ LF 427,b8 $14.80 f5,986.4Q I,+� G 8[f1Efr-T#"J iB-f-Jt-t9i'tNB---fft___ 17.$1 $51E.M1 f9.fQ 61 rF' 4 48-INCH MANHOLE EA 1,10 $1,101.10 $1,161.18 $7,914.40 61 rl� ------------------------ ---9UBTCTAL .... , r..� r�. ` rt S,ORM DRAIN WORK, 1 CATCH BA51NS EA 6.01 4581,110 17,1Q0,0P bE - -COMMIE{ -M111ti t1NE9 fA 1:9E $39/.11 3 12-INCH PIPE k! CL,B LF 45.18 $12.11 $548.10 bd 4 12-INCH PIPE NI CL.D LF 395.11 $14.80 $5,531.10 61 >. 15-iNCM PIPE 1<1 --ti- @.t8 $.2,et $C,Pti" tid „i 6 46 INCH MANHOLE EA 0,18 f1,088.80 $8.00 0,310.10------------------------ tQ ]6 „r._ BU816ipL - $9,311,1E t4,31i.t6 ------------------------ ------ ---------------- ESTIMATED CONSTRUCTION COSI $81,115.18 $81,IM5.21 141}5E.1t. - FUDGE1 POST --- fF�,c 5.4r t WON r • I tiF _ "i D y D a rn 2 In N W q / _ D D O ' -1 _ m A C m N = IN Z �� •'r 09 �v m DE��G�iEa 9NIIEIETMo Hayden Corporation Cooper Consultants, Inc. DJK Tualatin Development CompanyENGINEE R1NGOARCHITECT UREOCONSTRUCTIONMANAGEMENT D-IAVM 1 P PORTLAND RENO PHOENIX WCM ':NECKED WA „R LINE PLAN THE NTAINS >P.-ROVED 77701 &. DETAILS AT SUM�RFIELO DATE // Z9-8 SCALE iRENO. / " -30' 1 CITY OF TIGA.RD PLANNING COMMISSION FINAL ORDER NO. 84-_06 PC A FINAL ORDER IN THE MATTER OF THE APPLICATION FOR A PLANNED DEVELOPMENT REQUESTED BY TUALATIN DEVELOPMENT COMPANY, APPROVING THE REQUEST, ENTERING FINDINGS AND CONCLUSIONS. File No. PD 3-84. The Tigard Planning Commission heard the above application on August 7, 1984 and September 4, 1984. Vlad Voytilla represented the applicant and Neighborhood Planning Organization No. 6 also appeared in support of the application. One letter was received in opposition. The Commission finds the following FACTS in this matter: 1. The applicant, Tualatin Development Company, requested approval of a Planned Development consisting of 112 attached residential units. The property is zoned R-20 (PD) (Residential, 20 units/acre, planned development) and is located betwen S.W. Summerfield Drive and Naeve Road at the west end of the Summerfield Development (Wash. Co. Tax Map 2S1 10D, Tax Lots 1100 and 2000). I � 2. The applicant's justification for the project is in Planning file PD 3-84 and the minutes of the August 7, 1984 hearing. 3. Relevant approval cr!.Leria in this case are Statewide Planning Goals 1 and 2, Comprehensive Plan Policy 2.1.1, and Chapter 18.80 of. the Community Development Code. Based upon the record in this case, the Commission makes the following FINDINGS: I- Statewide Planning Goal N1 is met because the City has adopted a Citizens Involvement program including review of all development applications by the Neighborhood Planning Organization (NPO). In addition, all public notice requirements wrre met. 2. Statewide Planning goal 02 is met because the City applied all applicable Statewide Planning Goals, City Comprehensive Plan Policies and Development Code requirements to the application. 3. City of Tigard Comprehensive Plan Policy 2.1.1 fa satisfied because the Neighborhood Planning Organization and surrounding properties were given notice of the hearing and an opportunity to coament on the applicant 's proposal. 4. Chapter 18.80 of the Code is satisfied because the development is consistent with all applicable criteria contained therein. The Commission adopts the following CONCLUSIONS OF LAW: I . Based on Findings 1 and 2 above, the Commission has determined that the applicant's propobal meets applicable Statewide Planning Goats, FINAL ORDER NO. 84-_12jkg_ PC - TUALATIN DEVELOPMENT CO. - PAGE 1 2. Based upon Finding 3 above, the Commission has determined that the proposal is consistent with the relevant portions of Chapter 18.80 of the Code. Based upon the above findings and conclusions, PD 3-84 is AF^ROVED subject to the following conditions: 1 . Seven(7) sets of plan-prefile public improvement =onstructi.on plans and one (1) itemized construction cost estimate, stamped by a registered civil engineer, detailing all proposed pWic improvements shall be submitted to the City's Engineering Division for revie;1. 2. Construction of proposed public improvements shall not commence until after said Division has issued approved public improvement plans (the Div`Aion will require posting of a 100% performance bond), the payment of a permit fee and a sign installation/streetlight deposit and also, the execution of a construction compliance agreement shall occur prior to the issuance of approved public improvement plans. 3. lert-A cal Datum shall be City of Tigard (N.G.S. 1929). All existing and e:tabliFned ',emporary bench marks in the vicinity of the project shall be shown on the construction drawing. 4. Compliance of 18.160.160 (all) with the following exceptions: 19.160.160 A.2. Capped 5/8" X 30" T.R. 'a on surface of final lift wail be acceptable. 5. The on-site sanitary and storm system shall be maintaired by the homeowners associate except for the main sewer, line serving the project. All 8" publicly maintained line shall have corresponding easements that are acceptable to the Engineering Division. 6. All sewer laterals serving more than one unit vt.11 require a .joint maintenance agreement to be approved by the Engineering Division and recorded with the plat. 1. The storm and sanitary manholes at the north end of 114th Avenue shall be encompassed by public easements. 8. The un-site drainage ditch(s) shall be constructed to provide for ease of maintenance (wide 6 shallow, grass lined) and public safety. 9. The detailed plan shall be submitted for the Planning Director's approval prior tn issuance of building permits. Said plan shall include the rollowing modifications: a . Revised landscaping plan which is consistent with the visual clearance Chapter 18.102 of the Code. b. Buildings shall be relocated to meet the setback provisions of the R-20 zone. FINAL ORDER NO. 84-,06 PC - TUALATIN DEVELOPMENT CO. - PAGE 2 10. The existing stub street off of 109th Avenue &hall be vacated and maintained by the Homeowners Association. 11. Additional requirement for 30 feet Right-of-Way from center line will be required for Naeve Road, and shall have half-street improvements to r. minor collector. This requirement shall be fulfilled prior to establishing access to Naeve Road. 12. The project may be developed in phases for up to seven years from the date of detailed approval. A new application shall be required after seven years have passed, or if major modifications including a recreational facility are proposed. 13. This approval is valid if Detailed Approval for at least one phase is obtai-ed within one year of this conceptual approval. It is further ordered that applicant be notified of the entry of this order. PASSED: This 3 ✓W day of 1984, by the Planning Commission of the City of Tigard. A. Donald Moen, Presiders* Tigard Planning Commission (KSL:pm/0677P) FINAL ORDER NC. 84- Ob PC - ;I'U j.ATIN DEVELOPMENT CO. - PACE 3 CITY OF TIGARD, OR. DEVELOMENT SERVICES DEPT, 3 DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJECT NO. : II. PROJECT NAME: Stith. %TamN, III. DRAWING (TITLE):__ _ dated: IV. PLAT (TITLE) : —dated: V. SITE LOCATION: VI. PRINCIPALS: ` (1) DEVELOPER: i 1 3OQ S.W. ,y1 2r4 hv<. Address Phone No.Ii39. 3101 (2) DEVELOPERS SURETY AGENCY: Address Phone No.--- Bond No. Exp. Date (3) ENGINEER: AAx-00 t%- GOAS"AbA% tA% . We. Address "rw, _,]'�Z,3 Phone No.(939'4 914 (4) INSPECTOR: Address Phone No. s (5) PRIME CONTRACTOR:,_ Address M� 4 s• ► (6) CONTRACTORS SURETY F• Hayden Corpor.,tfon Tualatin Development Company Address Joe Leopold General Manager Bond No. Land Development 1530';S.W. 1161h Avenue (7) SUB--ONTR 1CTORS._ Tigard,Oregon 97224 : r•�';'� (503)..629.5' 01 ;7d3 -y/// , ( 0216S Mr w Hayden GorporodOn Tualatin Development Division 0 900 N io,-nahawk Island Dr!y0 suite 125 �.�97217 Portland.Oreg CORPORATION PERMANENT SANITARY SEWER EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT HAYDEN CORPORATION. a Delaware corporation hereinafter called the Grantors, in consideration for the sum of One and No/100 dollars ($ 1.00 ) from the City of Tigard, hereinafter called Grantee, grant and convey unto the City of Tigard a perpetual easement for constructing, reconstructing, operating, maintaining, Inspecting and repairing of an underground sewer line and appurtenances, together with the right to remove, as necessary, vegeta'.ion, foliage, trees and other obstructions on the following described parcel of land, situated in the City of Tigard, Washington County, State of Oregon: IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest except those expressly stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, thvt such use shall not interfere with the uses and purposes of the Intent of t!,e easement. IN CONS?DERATION of the premises, Grantee agrees that if said Grantee, its successors or assigns should cause said easement to be vacated, the rights of the Grantee in the above-described easement will be forfeited and shall Immediately revert to the Grantors, their successors and assigns in the case of such event. TO HAVE AND TO HOLD the above-described and granted premises unto said Grantee, its successors and assigns forever. IN WITNESS WHEREOF, the undersigned corporation has caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. HAYDEN CORPORATION Name of,,,W Cornorate Seal By: — president - Les Buell STATE OF OREGON ) By: J . Mu Itnomnh ) as. Asst. Secretary - Pat Domine County of WMaMkxgegm ) Personally appeared Les Buell and rat nomine who, each being first duly sworn, did say that the former is the president and that the latter Is the Assistant secretary of IIAYOEN CORPORATION ' a corporation, and that the seal affixed to the foregoing instrument is N.< '7orporate seal of said corporation and that said instrument was signed anu ._ -led in behalf of said corporation by authority of its board of directors; each of them acknowledged said Instrument to be its voluntary act and deed. Nocery�ltubllc for regon (NOTARIAL SEAL) My Commission Expires: 0/25/BD Approved as to form this day of 19 By., City Attorney - City of Tigard Approved as to legal description this day of 19 By: City Engineer - Cit; of Tigard Approved this day of , 19 CITY COUNCIL, CITY OF TIGARD, OREGON By: City Recorder - City of Tigard CORPORATION PERMA"F.NT STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT HAYOFN CORPORATION, a Oelawgr� cprgoration hereinafter cal ed the Grantors, in consideration for the sum of (Jne and No/100 dollars ($ 1.00 ) from the City of Tigard, hereinafter called Grantee, grant and convey unto the Citi- of Tigard a perpetual easement for constructing, reconstructing, operating, raintaining, inspecting and repairing of an underground storm drainage line and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions on the following described darcel of land, situated in the City of Tigard, Washington County, State of Oregon: . ,,, . A .. IT IS EXPRESSLY UNDERSTOOD that this easement does nor-convey any right, title or interest except those expressly stated in this easement, nor otherwise prevent Grantors from the full. use and dominion thereover; provided, however, that such use shall not interfere with the uses and purposes of the intent of the easement. IN CONSIDERATION of the premises, Grantee agrees that if said Grantee, itu successors or assigns should cause said easement to be vacated, the rights of. the Grantee in the above-described easement will be forfeited and shall Immediately revert to the Grantors, their successors and assigns in the case of such event. TO HAVE AND TO HOLD the above-described and granted premises unto said Grantee, its successors and assigns forever. IN WITNESS WHEREOF, the undersigned corporation has caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. HAYNEN CORPORATION Name oil �orpo�ton Corporate Seal By. �� President -Les Buell STATE OF OREGON ) By: i' r-7 t.1ultnomah ) ea. Hest. Secretary -Oat t_:omrne County of i1al"N:AX ) Personally appeared Les Buell and Pat Dourine who. each being first duly sworn, did say that the former is the president and that the latter is the Assistant secretary of l4AYDEN CORPORATIDN ' a corporation, and that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of they acknowledged said instrument to be its voluntary act and deed. Notary Public fo r Oregon (NOTARIAL SEAL) My Commission Expires: 8/25/80 Approved as to form this day of 19 By: City Attorney - City of Tigard Approved as to legal de-zription this day of , 19 By: City Engineer - City of Tigard Approved this day of , 19 C?TY COUNCIL, CITY OF TIGARD 9y: City Recorder •- City of Tigard CA Al STORM AND SAMITARV SEWER UccKENTS An easement for storm sewer and sanitary sewer purpoies over and across a parcel of land being a portion of Lots 12, and 13 Willow Brook Farm lying in the Southeast quarter of Section 10, Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon described as follows. 8egiining at an iron pipe monument at the southwest corner of said Lot 12, which is also the initial point of Fountain: at Summerfield Condominiums Phase 1"; thence North 01 06' 14" West along tie West line of said Lot 12, 7.50.22 feet to the true point of beginning; thence North 00 06' 14" West along the west line of said Lot 12, 709.65 feet to the southerly line of S.W. Naeve Street; thence South 63° 05' 48" East along said southerly line 16.84 feet to a point which is 15.00 feet East (when measured at right angles) of the west line of said Lot 12; thence South 0° 06' 14" East. parallel to and 15.00 feet from the west line of said Lot 12,533.04 feet; thence North 87° 36' 12" East 196.76 feet; thence North 0° 05' 54" West 285.17 feet; thence North 150 17' S8" West 79.16 feet; thence North 26° 54' 12" East 65.90 feet to the southerly line of S.W. Naeve Street; thence South 630 05' 48" East 15.00 feet; thence South 26° 54' 12" West 60.11 feet, thence South 15° 17' 58" East 75.37 feet; thence South 0° 05' 54" East 132.43 feet; thence North 89° 54' 06" East 136.08 feet; thence South 0° 05' 54" East 15.00 feet; thence South 89° 54' 06" West 125,00 feet; thence South 0' 05' 54" East 147.26 feet; thence South 110 31' 36" West 183.68 feet; thence East 340.48 feet; thence South 57° 51' 55" East 110.30 feet! thence North 110 56' 10" East 109.60 feet; thence Northeasterly on the arc of a 88.00 foot radius curve to the left having a central angle of 24° 33' 28", the chord of which bears North 89° 2.6' 47" E,st 37.43 feet, an arc length of 37.72 feet to a point on the westerly boundary of the plat of "Summerfield No. 14" which is North 12° 50' 00" West 37.00 feet from the northwest corner of Lot 704 Summerfield No. 14; thence South 12° 50' 00" East 24.00 feet; thence Southwesterly on the arc of a 112.00 foot radius curve to the right having c central angle 180 10' 37", the chord of which bears South 86° 15' 19" Vest 35.38 feet, an arc length of 35.57 feet; thence South 11° 56' 10 West 106.94 feet to the northerly line of the parcel of land conveyed to Farwest Associates Summerfield de,cribed as Parcel III in Recorders fee No. 85034702, Washington County Deed Records; thence North 510 51' 55" West 115.45 feet to an angle point in said northerly lite; thence, continuing along said northerly line. West 345.50 feet; thence South 80.79 feet to the right-of-way line of SW 114th; thence Westerly on the arc of a 36.00 foot radius curve to the left. having a central angle of 440 54' 03", tha chord of which bears South 71° 32' 06" Wes 27.50 feet, an arc length of 28.21 feet; thence North 120.04 feet; thence South 89° 54' 06" W West 173.22 feet to the point of beginning. EXCEPT th,refrom: Beginning at an iron pipe monument at the southwest corner of said Lot 12, which is also the initial point of "Fountains at Summerfield Condominiums Phase l"; thence North 0° 06' 14" West along the west line of said Lot 12, 265.21 feet; thence North 890 54' 06" East 15.00 feet to the true point of beginning; thence North 0° 06' 14" West 138.95 feet; thence North 870 36' 12" East 196.76 feet; thence South 0° 05' 54" West 12.37 feet; thence South 15° 07' 21" West 139.15 feet; thence South 891 54' 06" West 160.00 feet to the point of beginning. 77703/45 foo m a tree '?o a� I @CAL! tw/[[7 °�•SFr 1 � s \ I .wAr- q I r f M w I ao I 81 8 ff r g \gg � N M'1.'00•l aw 8� 7'07.00 I I p 11, 8; I N 07.63.67-c g- I 60.07 I N!7'1!'1!'[ _ 6W.76 I; I M 1736'16'C I j hp I1M.76 C p 6 16.6•'06.7' r W g POA ■we.ue-. _ - 136.49 _ wg 173.07 3 an.00 A, L7N[ 6lMI7N 0767ANC6 g f 630668! 68.04 3 N 07'11.'13'[ 66.00 8 ] •n oe u [ 16.00 1 31•e4'11•r fo.t 1 e 6 00.68.84•9 68.00 6 1 u so,no,! 1..00 r 7 6 00'09.8.•[ 11.17 g h8 1 N 00.0]•131[ 17,u 6 / 12.49.67'[ 90.M 8p � 8p SN CORNER L07 12 WILLOW BROOK FARM I am" NAolu1 0111• ON010 6811 CN0->7A8C I M.00 f1'11'M• M n"f6'Q ! .•] 37.73 I 1 111.00 68.10.37• 1 07.1811 r ti.r ]ee] I 1^ ] ]1.00 4••6••03• 1 71•a'oe r n.eo 21.11 U . 16.00 M'8/•.t N 76•]1.61.1 f0 u a2.e1 IG 0 077.76 M'36'00' N U'49'6, 681.11 q].]6 \ f 11.00 071.01.06• •M 07.00.00.7' /e.00 170 n 9 7 107.76 07'14'01' / 1.•07'00'1 687.09 161.Q 1/.049 07'14'07' / 11'49'07'7' 00.87 fR 17 61D.00 17•]6.16• 1 .6.17'.0•N 17 l0 187.1. 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I imp, JUNE 1992 i • \� Cy J 1N(. e 0�6 CURB � P/L P/L O ` 1 y �> ;�� iJ , a ee SIDEWALK GRADE TO MATCH " 'Is. 2 e- s MA yypp��j < �; ►;''� ;s; W M I Y. 1 '• v J. 1 UTILITY STRIP SIDEWALK SLOPE EDGE OF SIDEWALK GRADE TO MATCH Q SIDEWALK SLOPE. 2' 6" UTILITY STRIP O P. L >- 41 �jX 25' f --3%-011 5'-0" - -3-0"-}I r?�' � 6" CROWN ��... 29 4, � mur'lslu see i 0'-6+. ♦2�6' ---5'-0'� L 4" 5'-0" �L 8-0" , f 1/2"MAX / /./i-// !>`� R/W R u I/2 MAX STREFT r �_ a ?ti'� ��"'�ti' �► I CLASS C ASPHA T CONCRETE /W Z l O STREET f" s..: '� ) Y// ��. i "eArt - ( " y. Al a ' �. !�;a. •''� GRADE TO MATCH �.` t- 3/4"-O" 2 CLASS B/C ASPHALTIC CONCi'ETE W r CRUSHED ROCK LEVELINGto�• � � : mSIDEWALK S.OpE, % � 1M 23/4 - 0CRUSHED ROCK / GRAVEL3/4"- 0" CRUSHED ROCK LEVELING 0 _4COURSE AS SOIL CONDITIONS REQUIRE JOTE0 _qCOURSE AS SOIL CON :;TION RLOuIRE 8e 20' 0„ CRUSHED ROCK RAVEL GRADES SHALL NOT EXCEED 12% ON - LOCAL STREET; CURVES SHALL NOT HAVE LESS THAN SIDEWALK SLOPE- 0.0208 SIDEWALK SLOPE 0.0208 IUOFT. CENTERLINE RADII ON LOCAL STREET. RAMP SLOPE - 0.0917 RAMP SLOPE 0. 0 917 INTERSECTION ANGLES SHALL NOT EXCEED CONCRETE BREAKING STRENGTH TO CONCRETE BREAKING STRENGTH TO 600, UNLESS THERE IS SPECIAL INTERSECTION DESIGN BE 3000 PSI AFTER 28 Oats BE 3000 P.S.I. AFTER 28 DAYS ONE INCH OVERLAY REQUIRED WITHIN ONE YEAR 0 z BICYCLE & WHEELCHAIR RAMP BICYCLE &L WHEELCHAIR RAMP STREET SECTION-50” ILL '� W o vz z "_4 Z Y > 3: u ¢ w Fn a v w w cr. _ U U < O F— X ■ z :2 Lu w TRANSVERSE EXPANSION JOINTS Q m ...� z I TO BE PROVIDED AT EACH POINT OF _ � TANGENCY OF i HE CURB 8 AT OTHER (n LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT 2 MATERIAL TO BE PRE- MOLDED NON - EXTRUDED MATERIAL WITH A MI MUM O z THICKNESS OF 1/2Y s u TRANSVERSE CONTRACTION JOINT L: U L SPACING TO BE NOT MORE THAN 10 FT 2 DEPTH OF THE JOINT SHALL BE AT LEAST ONE FOURTH OF THE CROSS - SECTIONAL AREA z +� 0 cc: CONCRETE BREAKING STRENGTH I \� 1911 271 Z Q i W SPU../ECT M//V 0,- �' p 161/1 — 24 � Z O PA//1/T ",H/TE I TO BE 3000 P S 1. AFTER 28 DAYS . ALL AROu/vo ----- \' �"- - �11 2 I/Z'2n ��`�\�� \`\�\\\\ I w 0 I 1Z.1 i-2"X4- �--- 1411 " MA/NTENA/VGE w✓E, -I � ---� �_ --_-- 22 -I a �.O SER _ 1611 I 1 1 LOCA 7OE E //VS/ 1J CONNECT/0A.1 O�/ 24\ R/6"r OF �JIA Y /tn.4RKER TO LjtiLES5 U/,2EC7_E0 I FULL OEPTN �F G'(F'I; ,C.�THERI•t/l5E-.. 6 eeE • . /VO SPL/CES �S 3/4"► PI� JP /IVST,-ILL REN10VASLE iill \ EDGE i�S�i C l - ,45 SPEC/,Eo A 1 in . d M-a�E'P // L OG�I 7-5 7-WO MA//V TENA A/cE j -' / �„� �" IN . . - OR / - /O �/41/N. 1N YES AT pRGK'L�fZ -Y L/NE /N p d ' L <iTE E'AL 45 MAX• DOUBLE SERVICE C_C>v&'`�T/O/V(SEE maw) Q • , C . iD _ CL v O ' r a a , •A • 4 . 4 a ' a :4 i -v/PE BASE V �, J o 040 o Q V. �.4 4 4 -" EARTH p a 0 Q NOTE :_jS86SToS CEME/VT PIPE /S .5A4I t/N I �vR 2L.u5TR,4T/�/E Fc,'•' POSES nNL y; �r A O OTHER P/PE /v►gTER/q LS NA✓ BE `� \ i� I c.•SEo /!V AC�OROA,�/CL �V/TN THE gee 5<''EC/AL. SPED/F/GAT/ONS. eco ' I If a I 13ROP SERVICE CONNECTION SEC-`ION STANDARD CURB SEWER SERVICE CONNECTION DETAILSSTANDARD F-ORECA,ST CATCH 3ASIN -- _ 00 ti r � FOUNTAINS SEWER Af o 0 Z Lu 1. OF -- = o J ,».. ,e _ ` —. ... —- ._ "llsk;! �'•_ ..._�..+^e--•'.1+�..^, s r.r..,,ISM*, �-; tvj II'If1i111�110 1111,71 ll1,1v��II�r1j111II II(III1 1 11II I1111f1If�Il1IlI1�l1 II �I�jl�ri)rII�IIIIIIIII�III)IIIIIIII111�111III�IIIIIIIIIIIIIilIIrlIl1lIlIIII111I111I111�III ' I NOTE: IF 'THIS MICROFILMED - ■ t ! 2 3 10 11 12 4 „• 5 fl 7 8 DRAWING IS LESS CLEAR THAN _ � � THIS NOTIGE;'TT IS DLE TO QUALITY OF TrE ORIGINAL _,THE DRAW ING. of 62 92 Lz 9? sz V2 Ez zZ lop oz at 81 !.I 91 sl ltit EI zl 11 01 -6 9 L 9 , 1 E z 1>.�lwe � -_- - ��IIIIIIIIIIIIIIIu11IIIlII�Ih��r11IIIlIrlr�,lIII�11IIlIINhII��,gI1fHIIr'11Iet�>�IfIN11�HIIlllfl�llulIIIII1fI111InIn1IIlIn�11FiIW�nI1�1�1{MIIa�Itl�ffM�[Ili►�1►11i1�t1n �111 �1IIIlIUIlIu11nI111Iu11u1llllu1�11�11u1111�I1u��hIH JUNE 24 19 92 • J f STANDARD MH. FRAME A COVER -FINISH GRADE v0 P SET FRAMEr- STEPS r„ IN MORTAR- GROUT �\ �� I� MAX NOTCH LID FOR 11 / 12" MAX , p LIFTING NOOK . �� _ � 3 1 „ 4"CONCRETE EXTENSION • RING INSTALL AS REQUIRED X m 2TO BRING MH. COVER 6 • � , —� � "yFRAME TO DESIGN GRADE. - gr (rnor. 3 rings ) - I ♦ i \ STANDARD MANHOLE ECCENTRIC o - ! I 1 - FRAME 9 / MH OP � I i.OVER ice, - � � �• ,�\\ i� zt `\ 1 12 MIN. - I -- - -- -- —J SET FRAMs RAM - NEK JOINT ' IN MOTAR 1 -1_ t MATERIAL OR E A 1 FINISH GRADE - _ 48 = GROUT 1 - 4" CONCRETE EXTENSION RING GROUTMAXE O �� -- _ � - -- - -- � -- M •�.. FILLET SMOOTH 11 p _1 • - ^ o 10 • '`. . i \_-� _ &FORM GROOVED IN- _ 1 'I I VERT TO DIRECTION 10 0 1 N -N N �, 12"MAX \ �_ . _ I • MI I I OF FLOW a 1 f y r _ RAM-NEK JOINT III 1 1 III _ I o STEPS I ,� -I •.I " ” MATERIAL OR I I cn ` 10' 0 " 111 _ _ 4e - �` - -- --- -/�� N N �ST'D 40" c . .� a EQUAL p - -"1 �' aMH RISER COMPACTED GRANULAR ST'D 413' 1 •-/:- ; ° > C ; o BACKFILL I NOTE Ln MH RISERS '� ! > � � / � � Li UNDISTURBED I INLETS - OUTLETS AS REQUIRED, '� .•. 12"MAX, � �\ b 1 �/ 2 MAY a o p EARTH p WHEN SEWER ENTERS ABOVE INV.TO I V. ,u o b o o% BOTTOM OF MH FORM A ._ �` v o Uo FILLET OF GROUT UR CONC �: �� NOTE _ z •+ Irff. SLOPE . u. b 0 p F AS INDICATED. Oft SLOPE t,, a _ ; \\ MAKE SURFACE SMOOFH !! I �NSTAN LRASEREOUEREDION, RING '\•\ • p 'o ' 1 FORM GROOVED INVERT :d' : , j ''• • • s �_, i p� TO DIRECTION OF FLOW - l si• �• ` 1, MAN1'OLE COVER 9 FRAME TO ' �' DESIGN GRADE (MAX. 3 RING) %/8" +•� I+ I/2 " i �6'0 o ° o '0 0 1 e•1 Q• 0' n o' I�. . • „ J o �• • o ' , -- 12" LAYER COMPACTED 0 0 0o p a p o '+-12 LAYER COMPACTED 0 � • GRAVEL( 3/4"- 1/4" ) 2. INLETS/OUTLETS AS REQ COVER Si FRAME TO BE MACHINED ` 0 0 S • o opo 0 0 0 0 0 0 0, 0 GRAVEL (3/4"- 1/4") o 8'0" MIN. u TO A TRUE BEARING ALL AROUND. 6'-0' MIN. G Z �. MANHOLE FRAME & COVER STANDARD MANHOLE STANDARD S:-1 �,.� A —OW MANHOLE ti w 4 � o Lu 2 Z Y > 3 o W Lu ¢ = a a a a L Q C v F- X_ • W Z 2 C w 13 r Q 48 PRECAST MN SECTION � � ASTM �- � 9 =_ r " 0000 ` ^rLL o C • w 5' EASEMENT AREAS rRAVELEO RIGHTS OF WAY TRENCH WIDTH 4 C vw 0 MAX I MU'A PER MISSIBLE 3" Iry U AT NATIVE l (w Ir MATERIALS F2"- 0" CRUSHED RUCK CLEAN , 6 �� ABOVE TOP OF PIPE � � �1 z STANDARD CAST IRON I t0E'NSE , HARD AND COMPACTED FRAME 8. 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