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SHADOW HILLS II SUBDIVISION
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OLD SCHOLLS FERC RD., SEAVER1`t�IV 97407 �.dlR �..,Arri ,A"r�tJ wO�t� �u,�.�.._,.� �- ,� DR. C , WLHAu L._._ DAT F. TITLE E1VT RC LA JCJ9 GAT JOB TYPE KT. OR 5 I fXJ Y.'� �"�`fid L ,M 1�S' Rwoi/'1�Ld F% x'TUf BY ST�►1 J IC� t r I �' 1 "" GHK. DA t 'WA D CS W H/ L L.,S11 _ �1 :�► 1 fir4S! ? 4 r1 �1 Ir+i/ �Y f..3�'. CIRCurt 2.. SECTION GALE SHADOW HILLS NC1 . i ? � DUU MTN RM U►Y1D M F ,. 1 OF � � �. A�LAIIt� �T,. �,, •.fit _. � ��_ _ . REV. DA-TF Tito 1 Q W-T .,�UWVIS10r4 APPROVAL TRACING NO. 0 r r Mr '' .� ,.�awa.ca , 'r:ll•, .. _'r�'a:++�v!. ,_ a..a..,,»�i K.r4. ,4" .trMl ".o1'�'.,,�,rl.c ,;w air ..• �" +., y;w• _ _ _ - �_ ,y�.,.;,.e,a - --.r.-.14 .t, ..,- ... 1 -. � '.1. M.('�' _ ..►•-. r I"� �^•" .1 -••Ir 11111 - r �, .• �' . I � � ISI ISI 1 �� 1 � 1 I � I � 1 ISI 1 � 1 r� Y ISI 1 � 1 I � 1 1 1 1 I 1 1 I 1 I 1 I I III t I 1 I Y 1 I� 11 I i I I I r t I t 111 �Ay � � � � h: w: .��`�, '`•���_ .... �", NOTE : I F TH IS M ICROF I LME© ""'r""- ( 2 3 6 7 g 9 O 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; - IT IS DUE TO TNF QUALITY OF THE ORIGINAL DRAWING. aE 6c' BZ LZ 92 SZ, bZ EZ ZZ 12 00 61 91 L. I 91 Sl b I C 1 ZI 11 01 6 8 L 9 Si Is-a E Z I *#UL M 66111111I111111111111Ill Ill 1111111111lIIIIIII1111tflIIIIIIrI11r1lttfil1111ItIttI111�111111i11�i1t1�1���11I1111I1111�I111I1111�1111�1�U1�i� 11111111�11U�1111�I1�11111 LTTTT 17 i F-8111}8M•1521•!i•Bi MATERIAL ORDER NUM81 -- NORTHWEST NATURAL GAS COMPANY Oats class ADet No wo.a Sub _� �i62' I RECEVE NORTHWEST NATURAL GAS COMPANY MATERIAL ORDER 7 9-� _ - ENGINEERING DEPARTMENT - - -- - - 488 cm _ - _ - NO �5-/7 - TITLE �� a 496 w W AUG 1985 r✓ � ��.��, � � r��c.0� _ — —-- �- -L�1 F �1�- 49r R-'b9 1 G SERVICE � -' ADDRESS DRAWING I ��` a S �I a NUMBER �, ., dis CITY OF. TIGARD 5s a ��a a __.------- --- ---- ---------- -- ---_—_ _.. --- ___—__ . ---- .� til . � � g Quantity Size Stock No Description , 1� 1 �_ 1 TT/A/Gl� j'Yf�'S / p o _� �'-✓ �1y/_—_, - —_-._ I — — — — — — — I — — — —I —o`- — — 4 1 3 1 23 232 1 22I U 24I SHADOW0 U" - 115'� 1 SHADOW HILLS I A 01 II1II — UNDERGROUND PI HONE �1 PRESS U¢RE IRATING 6.XAA,V I5 1 M TRITlQN � 9� `p HILs ENGRDATEI v �' \ FITTING 1 ^ WATER 639-1554 TEST PRESSURE 100 PAID AID f I 81 2v I SEWER F,39-41. 71 TEST DURATION 1 HR.h N POWER 643-5455 X?] 3 �+ WE LOS A i`e, sale a111 - PHONE 639-1002 DESIGN PRESSURE. 60 P131G 1 1/4•(P) Z(W) OTHER 57 M A O P PS+G - - -- -` ��1F� ♦E�� S.W. McFARLAN .30 PAID - --- ( ' NORMAL OPER PRESS INSTRUCTIONS .+ REPORT i T 16 ^ INSTAL,MAIN INSTALL MAIN • 1 ►� I m I I Lt1 - -- --- — --- - ABANDON MAIN ABANDON MAIN a I 1 ' 7 q �/ 2 11 �1 21 120 19 I / 3 -7 _ - - - - - - L - - �- - - -1 - - - 4 7 7 S I I 10 TYPE COATINGS t� TVIPE COATINGS PIPE �.�i{�fi IN. ��" ---_ O U r I I ^ N / 9 a' �* RID JOINTS. JOINTS PITTINGS 1 I FITTINGS INSTALLED ANODES INSTALL ANODES: _ INSTALLED SERVICE INBTALLf ERV DATE COMPLETED'. U 1 N Z CREW LEADER / I'(W) (W a SCALE 1 .1 ��OFT rAr.CODE W- '3 - 7%� / I AVAIL.NO MAIN -- -- - ----- -- --- I a � S.W. W I LDWOOD ST. 1•<W> '� � a' 12 o�oeR •�--� 1 I + I 1 E: MEASURED DATE `�a��a�a�����ars��� ' S� 'ru �• PAWN __ -- ------ -- —_ ___. ___---_----• -___.____--__�__-_-__-.-..--_--._-_._-_-_-.-___ ._._-r�,.. DATE -7'5._85 DATE ._. &OERv9 � fPPR0 'o QRKC: E N APPROVED GATE DFR APPROVED DAT! -�.- ADDRESS S. W. MCFARLAND c.'T G. W. CLOUD CT, d. S. W. WILDWOOD �3` . IL COUNTY CITY T I CiARD O C I PLATTED PLATT D SHADOW T�� tt11 TT — • _ _ I 12 a.- TOWNSHIP WALLMAP DATE SIGN S11lS1J 'T :71 . . _ � '_ - i \ I / / r - - 10 I -1 1 - - _ - - - _ 6 / +1 O ^`� q PLAT NO _DATE SIGN NW 10 _ -___ LL.., NO _ 1 `1r � W 45 17 T - ' �:31W -4 121 Filled By Signed2 OF 15 W c'1 -3 � ...., �,�:..;.ft>t+w�,+..• -Y<�r :r.� II�N'!w'�..�._ —...--...�;�,.,.�«I.�.,w..., _ ,.... ..., .�f��ae,. .,w — - . . - d'I �}I a� _ ,a`w ,..+rn r1- . , I 40 I �„ i' I'Itt�"liltll" illllt'I�t�tltl`I�j1�111I�ll�lll�i�lllll�l_IIIIII'1�1'1 (III (I i�111�1I1IIj1IlIII11�i11�llllill�r'JrII�IIIIlllllllll�lllllitlill�lltllllllltltltlllllTlllfltltllllltllllltl►�t+)tltll � �r . _1; .. . � � 2 3 4 5 6 7 ® 9 110 III 12 NOTE: IF TRIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICG;'"IT IS DUE TO I QUALITY OF THE ORIGINAL _ - ----- --- —' swaaw ` { WING. QE 62 92 LZ sit S2 U2 C2 22 IZ 02 61 91 LI --'' --91 SI srI EI 21 11 01 6 9 L 9 IS � E 2 1 F . -�' �y Ef11111111111111111111111Nt11111tlttllltll�lllllu11�111t�uu�NNINNItNllutt�NIIN1111N11NN�11u111siliutlu!1�111111t11�gstifrill}IIIIII Inll{dt�tnthnllntllliulntdlltrluuhtll�n�llll�l�utlltN,11u111u11nu�uub�u�wiuuluu.�►Itl��,�rlullu►juuhul r , ,, ' , _ JULY 6 190m 2 - TR -...,..,.--.. ,:} „ „.,.:_....;r.•.,-ra� I.w•rr...-.+ylTyl.w!•,+wR�'}t!IF,I. ii --+ ns• �r, .......,..w q�.....e,.._- ...-_.... >�--. ....--- -• - .•-••- +wle..-.. ... .yw�q--• r►. wr+...w...:_..:: wrat ..:...a9lr.'.�_.. _ -.. , ♦ - .__. +�a! "TJ_1�g .. - _ _ - .... •,. ,. I r �r *rl�j ..- '4� Thr,. •v -i.p, M1 .�• •- �I u. L ,'ice.` L-/ U Lj o"S M) ' • ` s - r - j 25 M ® +� CITY OF T�IFArD Dei ember 29, 1987 OREGON Double "D" Develo anent 5950 S.W. Jean Road Lake Oswego, OR 97035 Attn: Mr'. Dennis L. Derby RE: Shadow Hills IT Subdivision Dear Mr. Derby: In the matter of tho Eleven thousand dollar ($ 11,000.00) "Agreement with Depositor and Tt,istee on Savings Accounts or De--,its", between Double "D" Development: Inc. , and U.S. National Bank and the City of Tigard, Oregon; this is to serve as letter of authorization to allow said Bank to releasa to Double "D" Development all of the balance of the deposit entrustoO +o said Bank. City of Tigard, Oregon By: 11, Dir ctor of Community Development 13125 SW Haig Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 — CITY OF TIGARD, OREGON RESOLUTION NO. 87- ;7 " A RESOLUTION ACCE:PTI:NG PUBLIC IMPROVEMENTS KNOWN AS SHADOW HTL.LS I SUBDIVISION PUBLIC IMPROVEMENTS. WHEREAS, the City executed a Subdivision Compliance Agreement dated July 17, 1995, with Blazer Homes, lnc. , to facilitate installation of public improvements (street, storm, and sanitary sewers) to specified standards and specifications; and WHFREAS, 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 tliat all requirements of the City have been met, the Council agrees to accept said improvements, for operation and maintenance responsibility, and -elease the Petitioner' s guarantee bund"; and WHEREAS, Department of Community Development stair verifies that all requirements of the Ci'..y have been met; and NOW, THEREFORE, BE I"i RESOLVED by the Tigard City Council that: The Tigard City Cou, cil hereby accepts the public improvements known as Shadow Hills IT SL'adivisir,5 Public Improvements; AN. FURTHER, theCity Council hereby authorizes release of the Petitioners guarantee bond. -� PASSED: This „[ day of �{ pCe�n 7.•_�r 1987. Mayor, City of Tigard ATTEST: ty Recorder, City of Tigard sb/2187D RESOLUTION NO. 87- /.S(c e COUNCIL MEETING SYNOPSIS - DECEP,BER 21, 1987 o STUDY SESSION - 6:35 PM Eadon received okay to respond to Oregonian Editorial re: Library Following items were discussed: Summer• Creek Crossing; mailbox prohibited parking ordinance; Westwood trees; o CONSENT AGENDA: These items are considered to be routine and may be enacted in one motion without separate di5CUSsion. Anyone may request that an item be removed by motion for discussion and separate action. Motion to: 8. 1 Approve Council Minutes: 10/19, 11/16 & 23, 12/7/1987 8.2 Receive and File November Departmental Monthly Reports: a. Community & Administrative Services b. Community Development c. Library d. Police 8.3 Re.,eive and File Reports a. Finance Division Report- b. 1986-87 Audit Report & Management Letter Response 8.4 Approve Park Reservatior. Fee Revision - Resolution No. 87-155 8.5 Approve Final Acceptance - Shadow Hills II Subd. - Res. No. 87-156 8.6 Authorize Records Clerk (OAI) Position And Transfer Appropriations - Resolution No. 87-157 8.7 Approve Request For Jurisdiction Transfer Of County Roads Within The NE Metzger Annexation Aroa - Resolution No. 87-158 8.8 Recess Council Meeting; Convene Local Contract Review Board Meeting; Award Bid For Bridge Widening; Adjourn LCRB Meeting; Reconvene Council Meeting; 8.9 Approve City-gide Fees & Charges Amendment - Resolution No. 87-159 8. 10 Approve OPE:U Letter Of Agreement- - Resolution No. 87-160 8. 11 Approve Personnel Rules Update - Resolution No. 87-161 8. 12 Receive and File Sheriff Patrol Contract Report 8. 13 Approve Area of Interest: Resolution - Resolution No. 87- _ o Motion to approve with 8 . 13 pulled to future meeting - Ea/Sch UA 0 BUSINESS & STUDY MEETING: 1 . 1 Call To Order and Roll Call •- No Ed or Jo 1 .3 Call To Staff and Council For Non-Agenda Items - None o VISITOR'S AGENDA -- None o LIQUOR LICENSE REVIEW STREAMLINING - ORDINANCE NO. 87-72 - E.,/Sch UA - RESOLUTION NO. 87-162 - Sch/Ea UA o ALARM ORDINANCE STREAMLINING -- ORDINANCE NO. 87-73 - Sch/Ea UA CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA 01 : DATE SUBMI71ED: December, 9, 1987 ISSUE/AGENDA TITLE: Resolution of PREVIOUS ACTION: Resolution 186--06 Final Acceptance for Shadow Hills LI (1/6/86) Conditional Acceptance Subdivision PREPARED BY: John Haqman DEPT HEAD OK CITY ADMIN OK REQUESTED BY: Community Development POLICY ISSUE INFORMATION SUMMARY 1 . The subdivision known as Shadow Hills II is located north of `,W Bull Mountain Road and, generally, west of Pacific Highway. 2. Construction progressed satisfactorily and, as a result, periodic releases of performance assurance monies were permitted. On January 6, 1986, Council conditionally accepted the subdivision' s public improvements subject to placement of the overlay, completion of all sidewalks, and continuation of maintenance until final City acceptance. 3 . Staff now confirms that the aforesaid requirements have been satisfactorily finished and the public improvements are ready for final acceptance action and the performance assurance may be released, in accordance with the City--Developer Agreement. ALTERNATIVES CONSIDERED 1 . Pass the attached resolution, 2, Give staff further direction. 3 . Take no action at this time. FISCAL IMPACT City assumption of responsibility for maintenance and operation of the public improvements (street, storm sewer, and sanitary sewer systems) installed within said subdivision. SUGGEPTED ACTION STAFF RECOMMENDS: Pass the resolution titled, "A RESOLUTION ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS SHADOW HILL; II SUBDIVISION PUBI-IC IMPROVEMENTS. " sb/2)87D CITY OF 71.GARD, OREGON RESOLUTION NO. 81- A RESOLUTION ACCLPIING PUBLIC IMPROVEMENTS KNOWN AS SHADOW ill L_lS I1 SUBDIVISION PUBLIC IMPROVEMENTS. WHEREAS, the City executed a Subdivision Compliar--a Agreement d6ted July 17, 1985, with Blazer Homes, Inc. , to facilitate installation 3f public improvements (street, storm, and sanitary 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 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; and NOW, THEREFORE, BE I1' RESOLVED by the 'Tigard City Council that: The Tigard City Council hereby accepts the public improvements known as Shadow Hills II Subdivision Public: Improvements; AND, FURTHER, the City Council hereby afthorixes release of the Petitioners guarantee bond. PASSED: This day of 1987. Mayor, City of Tigard A rTEST: City Recorder, City of Tiyard sb12187n RESOLUTION NO. 87- Page N f i 1. 7�L(Cc�'I' Ir 'DCS W S m'T► le— To ' M%1-c. M. C-�" *MIA lmle cv icer s a. MXU O►y SCorr1'►•�C�hoh ��� S1tl�.K�Z�R 1h1��•�`�{��lN�y f�KCJ1� IS Z�� �� W3` e"CW►'�tN/K� T� �YC��1�i� ♦1�I� Z Aeals", 4 i1c Walk 100 sec.�uw► 4Levltst was b�e�sr.•%4 . L � Z N CC� O W it 1 w►�� un+► 4 V% T01 x CC. . DOUBLE D DEVE L0PMEN 'T, INC. 5950 JEAN ROAD • LAKE OSWEGO, OREGON 97035 L December 1 , 1987 ry6,� - Mr. William Monohan City of Tigard Director of Community Development P.O. Box 23397 Tigard, OR 97223 Re: Shadow Hills II Subdivision This letter is to request the release of the remaining funds for the cash performance bond in the amount of $4 ,088 .00 , as the requirements of the above named Subdivision have been met. If you have any further questions, please contact me. Since y, r� De 'ni s L. Derby President DLD:mph C11YC* i11FARD June 5, 1987 OREGON 25 Veors of Service 1961-1986 Double "D" Development 5950 S.W. Jean Road Lake Oswego, OR 97035 Attn: Mr. Dennis L. Derby RE: Shadow Hills II Subdivision (Letter of Funds Partial Release) Dear Mr. Derby: In the matter of the Eleven thousand dollar ($ 11,000.00) "Agreement with Depositor and Trustee on Savings Accounts or Deposits", between Double D Developme,►t Inc., and the City of Tigard, Oregon and U.S. National Bank; this is to serve as official notice to allow said Bank to release to Double D Development, Inc. a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is Six thousand n;ne hruxdred twelve dollars ($6,912.00) . The amount to remain entrusted to said Bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are completed, shall be Four thousand eighty eight dollars ($4,088.00) . This notice shall not be construed to nullify or alter the terms of the aforsaid "Agreement with Depositor and Trustee on Savings Accounts or Deposits" in any way; it is merely an authorization to release a portion of the entrusted monies. City of Tigard, Oregon or rf Ctmnrdty Deuelcprent 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 MINUILm xmqa I SUMMARY RE: Shadow Hills II Subdivision; Performance Bond Reduction Request L_FT-TER OF CREDIT (BOND) REQUIRED HOLDBACK REL-FASABLF ITEM AMOUNT MAINTENANCE* TNCOMP[ F l l ITEM COMP[ F1 t I 1 Fm Site Prep/Grading $ N.A. $ $ $ Conc. Curb $ N.A. $ $ $ Street $ N.A. $ $ San. Sower $ N.A. $ $ S Storm Sewer $ N.A. $ $ $ Water Line $ N.A. $ $ $ Gas Line $ N.A. S $ S U.G Tel/Elect. $ N.A. S $ Walks/Aprons $ 4,088.00 $ ---------- $ 4,088.00 $ -------- I A.C. Overlay $ 6,912.00 S ---------- $ --------- $ 6,912.00 L-ighting $ N.A. $ $ $ 1 Misc. $ N.A. $ $ $ TOTAIS $ 11,000.00 S ---------- S 4,088.00 S 6,912.00 I *Required witholding for one ,year guarantee period asurance. (JSH:br/1943P) (I) DOUBLE D DEVELOPMENT inc. 5950 SW JEAN ROAD LAKE OSWEGO, OR 97035 June 2 , 1987 (503) 635-5023 Mr. John S. Hagman Engineering Technician City of Tigard P.O. Box 23397 Tigard, OR 97223 Re: Shadow Hills II Dear John: As you know, the sidewalks are installed by the builders as the houses are completed. I believe these walKs will be done when the houses are completed and driveways are poured. I would like the portion of the bond that secures the paving released and the portion that secures the sidewalks may remain. Thank you for your assistance. Cordi?9y, Dennis L. Derby DLD:mph D CITY pF TIGARD h, CITYOF TI�AIRD June 1, 1987 OREGON 25 Veors of Service 1961-1986 Double "D" DeveloFmment, Inc. - Blazer Homes, Inc. 5950 S.W. Jean Rd. Lake Oswego, OR 97034 Attn: Mr. Dennis Derby Re: Shadow Hills II Dear Mr. Derby: This is sent to inform you that final acceptance of your subdivision will be possible upon installation of the remaining three (building .lot) sidewalks; said work will complete your public improvement obligation and will permit our proceeding in accordance with item rnunber nine of the Subdivision Compliance Agreement (copy enclosed) . Sincerely, John S. Hage Engineering Technician cc: file 13125 SW Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 i Mu. w (a) None of the lots of Petitioner' s -t,,bdivision as described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk parallelinq I the street for each developed lot. proposed to a occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than 3 years from the date of this sukxfivlsion Improvement Contract, (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) is required, shall be planted in place prior to final inspection, and issuance of occupancy permit for each such lot in the subdivision Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may bet deferred until the next following growing season. In any event., all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the data of this subdi- ision improvement contract. (c) After tentative City acceptance of the public improvements, the Petitioner agrees to place aasphaltic concrete Class "B" overlay on all roads within the development; placement scheduling to be approve by the City . . (d) Compliance with all terms and provisions specified theretofur said subdivision development by the Councii and the Planning Commission Uf the City of Tigard, Oregon, in regard to u:.riances allowed from the subdivision ordinance, conditions specified by the zone use classification arid, also, on the approved plat(s) and plan(s) (e) Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent or- arising during the tluarantre period as hereinabove set forth (9) At such time as a;l public improvements have been completed in accordance with the City' s req irements, Petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City heave been met, the Council agrees to accept said improvements for operation and maintenance responsibility, the reinretlard, and releaso the pet itio-ler' s guarantee bond (10) the parties hereto hereby adopt the form ot' performance bond, copy whereof is hereto attached and by reference mado a pa-t hereof, and Petitioner agrees to cause to have said bond executed and fi �,.I with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City . (11 ) the 9pet, rfit requirements of Paragraph 9 hereof shall for all purposes br inclu�ir.d t+s a part of the obligation secured by the aforesaid performance bond Arid the City shall be entitled to recourvn. thereto it, the event of default on the part of the Petitioner with respect ;o any requirement thereof i 1 u l �u3taomals +Qouat_ Orogva � � N To Date Time_' r y WHILE YOU WERE OUT 7�- f— m o t �- c-� Phone 6.35-`5`V2-3 TELEPHONED CALL RETURNED YOUR CALL WILL CALL AGAIN N R WANTS TO SEE YOU I RUSH Q� V A � I Dd-57 By t^ 3 n r MAYE4 MONDAY TUESDAY EC MAY hh ? -- days follow 1987 1�day—240 days tdlow t 17 1987 124th day — 24t _ — - 1_ —22 old Ll / it Ile , O-1 w - � ♦ AOT Zia Er Aowkes Z.v.c. two. x 27373 3 7- 0 ir- 0r. 011t 3 Ww r' RE: Gentlemen: In the matte of the ( x_ 1. 35,00;1 dolls per•rormance guarantee betw n v`� 1p� an '� r MrNr��i�.�rby� and the J City of Tigard, Oregon, this is co se ve as a letter of authuritation to allow � `��H\ to release toH �1_ ��in r o nvt�i .�C � — all oPjLthedepos E entrusted to T a t her aut ed t o sed 27-*-��--I--Y' A'f d 1 rsc., City of 'Tigard, eguh A' S ,� s AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS ACCOUNTS OR DEPOSITS 1pis agreement is for the purpose of fultilling the requirements of :;haduw Ilillti Compliance Agreement dated _-_ between the City of Tigard and Blazcr Homes Inc. and is entered into by the Depositor Double D Devel-opment Inc and U.S. NatLunal Bank Trustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by Tigard Branch U.S. Natia,nal Bonk as trustee in the amount of S11.000.0Oln 4sv1rvM Ae.-cotmt- Nor--- - - or E-k—I L Ile, ---ss- Time Deposit No. 14-21044904 -Aw ti- in accordance with and for the purpose of Bonding improvements described in the above stated S1=:ad.w U I I:: N.. 2 Compliance Agreement. It is understood and agreed that the 'Tigard Branch U.S. National Bank will hold such funds or securiti,?s in the amount of S 11,000.00 until an authorization or direction for payment is received from the City of Tigard and that the City of 11gard has the right to withdraw Prinicipal Funds with City of Tigard signature only, In the event of Non-Performatic.a. A1.1 fund deposits shall be ren-wable at maturity and at rates and terms in effect at the time of renewal, and all interest shall he paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That the account le to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at 'I'igrir(I , Oregon. This 29th day of December , 1986 Signature of Depositor BMtjble D Development Inc ll . � President Address 5950 SW Jean Rd / Jake Oswego OR 97034 Signstu)re of City of Tigard Address ACCEPTANCE The undersigned hereby accepts the funds or securities deposited in the amount of $ 11,000.00 this 29th day of Decembe- , 19 Bh , and hereby acknowledges receipt of the Passbook Savings Account No. or the Certificate for Deposit No. 14-21044904 ; or certifies that there 'u no Passbook issued for this account. It is further agreed that said accou-wt will be held for the uses and purposes above stated until avthorizatic,n for disposition is granted by the City of Tigard. Authorized Signature / n Manager (1444P) s .:1 UNITlO STATES NATIONAL S/'NK OF f7q li0ON Rf4ANCN NAME Tigard Hil rrl(, 036 Ac:cntlNT No DOUBLE335263 RECEIVED OF Double D Development Inc c 11,000.00 For depos l ler the terms of the Time Deposit Account Agreement for the account number indicated above: F1AIl. 5.375 ro ISSUE DATE 12/29/86 MATURITY DATE 3/39.187_ DEPOSITOR OPTIONS MATURITY OPTION: INTEREST PAYMENT INT PYMT FREQ. INTFRFS AS IyArL XXAUTOMATIC RENEWAL MONTHLY X sIM B A SINGLF MAT''-RI1Y QUARTERLY c0 N SEMIANNUALLY E 9 MATURED FUNDS PYM, t.1 cHEr.K ANNUALI Y CASHIER'S CNFCK kArA00 TO PRINCIPAL X AT MAI11RITY M11 46-TCD DEPOSIT TO: EP)STT TO CHECKING SAVINGS MONFY MKT CHOCKING WINGS MONEY MKT QUARTE OR 8R - ACCT 040. ACCT NU. __.. ...__.,.. �_$11,000.of) An items are received tot purpnseS of collection and all credits for Items are provisional and accepted subject to the provisions of the Uniform Commercial Code. ;sre� +roe N f COMPASS CORPORATION ENGINEERING — SURVEYING — PLANNING 6564 S.E. LAKE ROAD (503) 653-9093 s MILWAUKIE, OREGON 97222 January 29 , 1986 Mr . John Hagman Tigard City hall F.O. Box 23397 Tigard , Oregon 97223 Dear Mr . Hagman : Please find enclosed one mylar print of the Shadow Hills subdivision "as-built-s" drawing sheet 4/6. h mylar print of this sheet was submitted to you on November 15, 1985. The depths of the sewer laterals had been inadvertently left off the plan. This sheet, is to replace she:�t. 4/6 of November 15, 1985. If you have any questions or require additional information, please contact our ^ffice. Si nc�el.y yours , I,v(, A. Rriggs, .i.. LAB:kja Enclosure CIT1f OF TIGAIM WASHINGTON COUNTY,OREGON January 7, 1986 glazer Homes Inc. Attn: Mr. Dennis Derby PO Box 23332 Tigard, Oregon 97223 Re: Shadow Hills II Subdivision Dear Mr. Derby: The Tigard City Council , at their meeting of January 6, 1986, approved Resolution Nc . 86-06 which accepted the public improvements constructed within the above noted subdivision. Council also approved Resolution No. 86-07 which authorized tie partial release of your Letter of Commitment for $5,520.00. Copies of thy! resolutions -ire enclosed for your records along with the letter signed by the Mayor and myself authorizing the release of funds. If you have any questions regarding this matter, please contact the Tig,ird Engineering Division at 639-4171 . Sincerely, j 1 (J Loreen R. Wilson Rrr_order lrw/3585A CC: Engineering Division i ,— -- - 12755 S W ASH PO BOX 23397 TIGARD, OREGON 97221 PH:6394171 - t MY OF TIGARD, OREGON RLSOL_ll l ION N0. 86 '1- RESOLUTION OF 1HE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENT CONSTRUCTED WITH SHADOW HIE..L_S II SUBDIVISION, SUBJECT TO SPEi;IFIED CONDITIONS. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install, streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the dr olopment of subdivisions; and WHEREAS, the City has required the payment. of fe(a, and the execut.i.on of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works tha. all requirements have been met and a One Year Maintenance Bond, thr, City Council agrees to accept the public improvements, subject t.) tha reouirement for correction of deficiencies and maintenance or a period of one YL-.,- . : and WHEREAS, said Certification has now been received, subject to correction of hereinbelow listed deficiencies; and WHEREAS the developer has expressed a desire to kp;ep the $60, 199 balance of the existing Letter of Credit (bond) in effect throughout. the required one year maintenance period in lies- a submitting a separate assurance bond; NOW, THEREFORE, BF IT RESOLVED by the Tigard City Council. that: The Council accepts the public improvements constructed within Shadow Hills IL Subdivision, said subdivisinn being recorded in Book 59 on Page 28 6 29 in Washington County, Oregon, Plat Records, subject to: 1 . Installation of the final lift of asphaltic concrete street surfacing. 7 Installation of all sidewalks, driveway aprons and wheelchair ramps . 3 . Continuation of the (balance of) Letter of Credit funds; to assure completion of the above items and maintenance. AND FURTHER, subject to the conditions of obligation of the one year maintenance guarantee requirement. PASSED: This ( J day of e e 1996. o — City of Tigard AT1 / Depil'-y City Recorder — City of Tigard (JH:bs/2M P) •4wtFA9erA.MAo�6cNw.vmkda.�w.r'atiwvaw. �w.w�ry...h�+ww.+-...... -.......,...,r,,,r . January b C' OFTWAPD WASHINGTON COl1NTY.OREGON Blazer Homes, Inc. P.O. Box 23332 Tigard, OR 9723 Attn: Mr. Dennis Derby RE: Shadow Hills 11 Subdivision (Letter of Commitment Partial Release) Dear Mr. Derby: I In the matter of the One hundred eighty one thousand, four hundred t`,. 'ty five dollars (1181 ,435.00) Letter of Commitment, between Columbia Federo Savings Bank, and the City of Tigard, Oregon nrid Blazer, Inc. ; this is to serve as official notice to allow said Columbia Federal Savings Bank to release to Blazer Homes, Inc. a portion of the deposit entrusted to said Columbia Federal Savings Bank. _ The amount hereby authorized to be released is five thousand five hundred I twenty dollars ($5,520.00). The amount to remain entrusted to Columbia Federal Savings Bank as a cash perfurrance bond to assure the City Lhat all remaining requirements of said Subdivision are completed, shall be sixty thousand seven hundred ninety nine dollarit ($60,799.00). This notice shall not be construed to nullify or alter the terms of the aforr.said Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City Of Tigard, Oregon By: — y By� c X C, C.�- �-►-✓ City Recorder (JH:bs/2264P) iN, 12755 S.W. ASH P 0 BOX 23397 TIGARD uREGON 97223 PH 639-4171 Mt Ab CITY OF TIGARD, ORE.113ON RESOt.U1"10N No. A6 -. /1`.7_ 121 :1O1 III I( Pa Ii) tit;IIJukl/1 I0 11 010 (A .OMMI IP11 NI I Ialmw. I or ",I 161)(M 11111 1 1 ;1)11I)IVI".ION. WHEREAS, the City of Tigard, Oregon, has exocuted a Compli.anra Agreement for developn;<_�nt of a subdivision known as `:hadow Hills 1.1 8ubd i v i s iorl grid ha . accapl,nd a Performance Bond in the form of a Letter of Commitment., (copy attached Fl(!reto as Exhibit. "A"), to assure completion of installation of certain public improvements therein; and, WHEREAS, said documents provide for the City Council. to authorize partial or Full release of c(:)mmitmont monies upon sat i.sFac Lory compl.et.ion of installation of said i.mprovvments; and W111 PI W", 11-w (,ou'Ir:il dremms lEr.il. ,r par•l.i.a] rule.+,u of ,.,lid nn,ni-i k warr.,intrad ot. t.-w, t.irne in accurd with thea at.Lached 1%ummary" denoted Fxhi.bi t. "EI" . NOW, 111E:REFORE, NE LT RESOLVED by Lha Tigard City Council that: 111c, C;it.y C.',ouncil al.lt.horize!s the Mayor bind C;it.y Recorder 4a oxecutts a 1cLLur providing for par-Lial relPii4ra of C;ommiLmorit, Mt..-niius, previously seal: wiide For Shadow Hills 11 Subdivision, in the sum of $5,520,00. PASSED: This day of`-- .�r-mac... 1986. ayryr - City of Tigard AV1E5T: Deputy rity Recorder City of Tigard DAA;:bs 13 RLSOI.0 1 ION NO. 86-•.c_7_ Page 1 K LETTER OF COMMITMENT (Performance Bond) We have received from C'nlIimhia Farlpral Savinr,c Rank _(lending institution) a loan commitment in the amount of $ 630 , 000 . 00 , to finance the improvements of a subdivision located in the City of Tigard, said subdivision being commonly known asShadow Hills II This loan commitment is specifically for con- struction purposes for: (or) $ r of the aforsaid total commitment has been allocated for construction purposes for: (strike preceeding inapplicable part) public streets, including driveways, aprons, sidewalks , lighting and curbs ) sanitary and Storm sewers 3) domestic water 4) under- ground telephone and power 4) gas 5) X)MX XKX. All such improvements are to be completed in conformity with City approved construction plans and the sub- division compliance agreement thereinregard . 181 4'�I PP be made in accord with the We have agreed that disbursements of the $ ' following schedule upon completion of each, or all , item(s) ; but not including the hold-back described below. ITEM AMOUNT Site Preparation/Grading 20 , 275 .00 Concrete Curb 9 ,68Q .0Q Street (base rock, leveling rock, base A.C. ) 24 , 3 0 .00 Sanitary Sewer b appurtances 41 , 596 .00 Storm Sewer h appurtances 25 .065.00 Water Line b appurtances 1.91919 . 00 Gas Line 6 appurtances No Charqe Underground Telephone 6 Electrical 3 ,000 .00 Concrete Sidewalk b Driveway Aprons 2.2 ,000 . 00 Asphalt (street overlay) 8 ,640.00 Street Lighting 6 :900 .00 Miscellaneous (pathways, landscaping, None mailbox clusters, etc.) We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvement's in accordance with the requirements of the City of Tigard and we are hereby authorizing you to hold the above-stated funds to pay them to us only when the following has been adhered to: That the City of Tigard has provided certification acknowledging ^ampletiou of any or all work pursuant. to the above itemized schedule of improvements. Pursuant to the abo ? schedule, 201 of the commitment funds (i.e. , $ j87 . 00 will be held back through the normal one year guarantee period or until final _ City Acceptance of the project takes place or until the City is provided with a separate maintenance bond, effective for said one year period from the date of Council tentative acceptance of the work, to assure continued freedom from lefects, and maintenance, during the guarantee period. =MAE /Wage 2A+ ' Letter of Commitment Concurrent with the final release of these funds, establishment proceedings will be instituted. It is understood and approved by all parties of concern to this letter of commitment ' that the City of Tigard shall have first claim and priority to the sum of $181 , 435,00 leas disbursements approved by the City of Tigard, in the event of any defects)/or failure(s) to correct such in the construction of the required improvements. i It is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $ 181 , 435 .00 r less disbursements approved by the City of Tigard shall be held available to satisfy any aformentioned.claim by the City notwithstanding default on loan ,by borrowing party or termination of loan by lending institution. ` DATE: .iince 1 yours, �' �9` I D nis L. Derby Approved and Accepted: ii COLUM7ut (Lending11Y (Attach notary information and signature(s) authority) i fTi/U. ILANKO VICE PRESIDENT AGK MOWL[DGM[NT—tpI1�O�ATIOH[TA TUTOIIT—C(M�lllf.i�l •11�NiINO co STATE OF WASHINGTON County of Chelan ss. On thio 19 __day of July 19. 85_, before me personally appeared P. .1. 13 ,!n_k9 __ -rP . _President an,' --------- YSafe?W4 fy of the Columbia Federal Savings Bank the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary acts and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument, and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand ar� affixed my official seal the day and year first above writ(gc�. Notary Public in and forte a State of Washington, residing at_—__M_eriatc1PP 1i said County. My Commission expires , „ I x11111 � I� SUMMARY RF; Shadow Hills II Subdi.vi.sion; Performance llond Reduction Request 0 . t RFI1'1'FD N01_.DHAGK REL.FASANL_E IFI 1 FR OF (;RL..OI,r (BOND) � ITEM AMOUNT MAINIE:NANt.O L.NCOMP1_ETF: 11EM COMPI.ET'k ITEM Site Prnp/Grading $20,275 $ 4,055 $ $ crinc . Curb $ 9,600 $ 1 ,916 $ $ Street $74,360 '" 4,812 $ $ San. Sewer $41 ,596 $ 8,319 $ $ ')tmrm !',(,wpr $21),065 $ 5,1)L3 �, $ $ Water Line $19,919 $ 3,984 $ $ Gas I.irl $N C $ $ $ U.G,T'el/El.e(.t . ; 3 ,0170 $ 600 $ $ Walks/Aprons $22,000 $ 4,400 $17,wo $ A.C.. Over Imy $ 8,f,4(1 $ 1 , 718 $ 6,912 $ LighL.ing $ 6,900 $ 1,380 $ $5,520 Misc $N A $ $ $ 101AL`� $1814311 $36,287 $24,51.2 $5,520 xRequir-od whiLholding For one year guarantee period asurance. JH-hs7 1i1A p 7MOP C'n1N �w1.\�"�f`•O g�`'�C9'+ip��► 7�'i��W• is t�rw� r.,�� va�O�v�i O� f��..H� ��1�t'"� t' � \\ 1 l •Se6t � 1..1�1'"`C �-a �-r►� �x-� Scc�. ��sw,7»� ».•,c,`c�ti.,v� {��Coad \ 66 CO-) �o asc-0\-aA 7N\ p�nL �' ��►vw7�► 7�v�c�nn,o��Zr1 ar AV,Mo-a\.\ �O \CC 21 %I`i�, Gz\a7I�tI �. wwwa..;,1 } -,a } Mom ,�.►��.,�Q <� ' � 7- '?L,v �a�v�-c.v,•a�,��cv�n � tiw�s�� Ino^e »v�sst ♦• ( 3o vQ'1`LI �/ S^�Itcr+ �v v.a l..�t„-s�Sv�� C•1 elf %Ao Pd a'�%4 V-' Ir-%m tA, \110 r»z1d S«, 1 r CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF : AGENDA ITEM H: DAT SUBMITTED: 1Z—31— £35 PREVIOUS ACTION: Accepted Compliance Agreement & Letter of Credit (Bond) 6 ISSUE/AGENDA TITLE: Resolution— permitted periodic releases of fuids as work progresses. Shadow Hills II—Improvements PREPARED PY: J. S. Haqman acceptance with conditions —` REQUESTED BY. Community Develop. Dept. DEPARTMENT HEAD OK: CITY ADMINISTRATOR: POLICY ISSUE INFORMATION L'UMMARY 1 The subdivision known as Shadow Hills II is located north of SW Bull Mt. Road and, generally, west of SW Pacific Highway. 1. . ConRtruction has progressed satisfactorily and, as a result, periodic releases of performance bond monies have been permitted; staff hereby certifies that the subdivision is now ready for conditional acceptance. 3 . The developer has now requested tentative acc(iptance, by the City, of the public improvements. He has stated that it ;s his desire to maintain the exi3ting "performance bond" on record, in lieu rpt submitting a separate maintenance bond, to assure completion of installation of the sidewalks and the street overlay and to assure maintananc.e of t:.. project throughout the required one year guarantee period. ALTERNATIVES CONSIDERED SUGGESTED ACTION Pass the resolution titled "RESOLUTION OF THE TIGARD CITY COUNC"L ACCEPTING THE PUBt_ 'r IMPROVEMENTS CONSTRUCTED W.,' HIN SHADOW HILLS 11 SUBDIVISION, SUBJECT TO GPFCTI:IED CONDITTONS." (JH:bs/?:.65P) CITY OF TIGARD, OREGON RESOL.UIION NO. 85- RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENT CONSTRUCTED WITH SHADOW HILLS II SUBDIVISION, SUBJECT TO SPECIFIED CONGITIONk,+. WHEREAS, the City of Tigard Subdivision Ordinance requires subdivider! to install streets, sidewalks, street ] i.ghtz, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions; and WHEREAS, the City has required the Povment of fees and the execution of a Compliance Agreement which stipulates tFclt: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the putil 'c improvements, subject to the requirement for correction of deficiencies and maintenance for a period of one year. . . ; and WHEREAS, -iaid Certification has now been received, subject to correction of hereinbeljw listed deficiencies; and WHEREAS, the developer has expressed a desire to keep the $60,799 balance of the existing Letter of Credit (band) in effect throughout the required one year maintenance period in lieu of submitting a separate ass.irance bond; NOW, THEREFORE, BE I1 RESOLVED by the Tigard City Council that: The Council accept; the public improvements constructed within Shadow Hills II Subdivision, said subdivision being recorded in Book 59 on Page 28 6 29 in Washington County, Oregon, Plat Records, subject to: 1 . Installation of the final lift of asphaltic concrete str,iet surfacing, 2. Installation of all sidewalks, driveway aprons and wheelchitir ramps. 3 . Continuation of the (bala-ice of) Letter of Credit funds; to assure completion of the ab)vo items and maintenance. AND FURTHER, suhj-:'t to the conditions of obligation of the one year maintenance guarantee requirement. PASSED: This day of 19P5. Mayor — City of Tigard ATTEST: Deputy City Recorder -- City of Tigard (JH:bs/2265P) CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: AGENDA ITE=M #: DATE SUBMITTED: 12-3o --85 PREVIOUS ACTION: Accepted Protect ISSUE:/AGE=NDA TITLE: Shadow Hills TI Compliance Agreement 6 Performance Bond (Letter of Commitment)Par•tial Bond PREPARED BY: Engineer,inq Section Release Resolution REQUESTED BY: John Hagman DEPARTMENT MEAD OK: CITY ADMINISTRATOR: Pot-ICY ISSUE INFORMATION SUMMARY 1 . The project is located north of SW Hull. Mt. . Road and gr.ner-ally, wrist of SW Pacific Highway. 2. Construction has progressed satisfactorily and, subsequently, the developer Blazer Homes Inc . has requested release of installation guarantee monies for that portion of the work which is complete. 3 . Staff hay reviewed the request, and hereby recommends that the Council authorize release of the amount(s) detailed in the attached summary . ALTERNATIVES CONSIDERED SUGGESTED ACTION Authorize the Mayor and City Recorder to execute a :ettor in behalf of the City, providing for a partial release of installation guarantee monies for Shadow Hills 'I, in the amount of five thousand five hundred twenty dollars ($5,520.00) . JH:bs6 CITY OF TIGARD, OREGON RESOLUTION N0. 85- RESOLUTION TO AUTHORIZE RELEASE OF COMMI:Tr1EN1 FUNDS FOR SHADOW HILLS II: SUBDIVISION. WHEREAS, the City of Tigard, Oregon, has executed a Compliance Agreement for development of a subdivision known as Shadow Hills II: Subdivision and has accepted a Performance Bond in the form of a letter of Commitment, (copy attached hereto as Exhibit "A"), to assure completion of installation of certain public improvements therein; and, WHEREAS, said documents provide for the City Council to authorize partial or full release of commitment monies upon satisfactory completion of i.nstall.ati.o�, .,f said :mprovemerts; and WHE%Lr% the Council deems that a partial release of said monies is warranted at this time in accord with the attached "Summary" denoted Exhibit "B" . NOW, THEREFORE, BE IT RESOLVED by the Tigard '.ity Council that: The City Council authorizes the Mayor and City Recorder to execute a letter providing for partial release of Commitment Monies, previously set aside for Shadow Hills II Subdivision, in the sum of $5,520.00. PASSFD: This day of , 1906. Mayor -• City of Tigard ATTEST: Deputy City Recorder -- City of Tigard DAS:bs1,3 I RESOLUTION N0. 95-- Page 1 L LETTER OF COMMTTMENT (Performance Bond) We have received from o i ilia Ferlrrnl Sav� nncna _(lending institution) a loan commitment in the amount of $ 630, 000. 00—' to finance Lhe improvements of a subdivision located in the: City of Tigard, said subdivision being commonly known asShadow Hills II This loan commitment is specifically for con- struction purposes for: (o-, $ of the aforsaid total commitment has been allocated for construction purposes for : (strike preceeding inapplicable part) public streets, including driveways, aprons, sidewalks , lih`tting and curbs ) sanitary and storm sewers 3) domestic water 4) under- grou.id telephone and power 4) gas S)X)W XYdWK4D . All such improvements are to be completed in conformity with City approved construction plans and the sub- division compliance agreement thereinregard . We have agreed that disbursements of the $ 181 , 43�fpP be made in accord with the following schedule upon completion of each , or all , item(s) ; but not including thv hold-l-ack described below. ITEM AMOUNT Site Preparation/Grading 20, 275. 00 Concrete Curb 91680 . 00 Street (base rock, leveling rock, base A.C. ) 24 , 360 . 00 Sanitary Sewer & appurtances 41,59 6 .00 Storm Sewer b appurtances 25 ,065 .90 Water Line 6 appurtances 19 , 919 . 00 Gas Line 6 appurtances No Charae Underground Telephone 3 Electrical 3 ,000 .00 Concrete Sidewalk 6 Driveway Aprons 22 , 000 .00 Asphalt (street overlay) 8,640._Q 0 Street Lighting 6 , 900 . 00 Miscellaneous (pathways, landscaping, mailbox clusters, etc. ) None We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with the requirements of the City of Tigard dnd we are hereby authorizing you to hold the above-stated funds to pay them to us only when the following, has been adhered to: That the City of Tigard has provided certification acknowledging completion of any or all work pursuant to the above itemized schedule of improvements. Pursuant to the above schedule, 202 of the commitment funds (i .e . , $ 6 . 213 QJ will be held back through the notaal one year guarantee period or until f"nal City Acceptance of the project takes place or until the City is provided with a sel)atatc maintenance bond, effective P) said one year period from the date of Council tentative acceptance of the work, to assure continued freedom from defects, .:nd maintenance, during the guarantee period. AN .4et ter of Commitment Concurrent with the final release of these funds, establishment proceedings will be instituted. It is understood and approved by all parties of concern to this letter of commitment that the City of Tigard shall have first claim and priority to the sum of $18 1 , 4 35. 00 less disbursements approved by the City of Tigard, in the event of any defect(s)/or failure(s) to correct such in the construction of the required improvements. It is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $ 181 , 435 . 00 less disbursements approved by the City of Tigard shall be held available to satisfy any aformentioned'claim by the Cit&.pAtwithstanding default on loan ,by borrowing party or termination of loan by' lending institution. DATE: �-�9- 0� Sce ly yours , Di nus L. Derby Approved and Accepted : COLUMBIA RANK. (Lenc'ing I .ut n) BY: (Attactl notary information and ((T le - — signature(s) authority) P. . ILANKO VICE PRESIDENT ACM --AT WLt OO MINT-K 011'011ATION-TA!y 10111-COY Yl11CIAl•IIINTINO CO STATE OF WASHINGTON County or Chelan } ss. Or. this_ 19 day of Jul / . 19.85, before me personally appenred P. J. Bil_anko VIOL—President and_ ------- -- _lSafel'te��of the Columbia Federal Savings Bank the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary acts and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were nuthorired to execute said instrument, and that the seal affixed is the corporate veal of said corporation IN WITNESS WHEREOF, I have hereunto set my hand a af!ixed my official seal the day and year first above writtgn r" Notary Public In nd fo-6de State of Washington, residing RL_____.__ Wenatehsp to said County. M) comnvsmon a rpires „ t I FXHIBIll "B" SUMMARY-- . _ RF: Shadow Hills 11. Subdivision; Perfor-marico Bond Redu(Airin Request #3 . 1 UIER OF (-,RF.I)lr (BOND) REQUIRED 1101 DBACK KAYASABLE L TEM AMOUNT MAINI'ENAN(,E* lN(..'0MPLEl_V LTEM IIII(IMPLET+ ITEM Site Prep/Grading $20,275 $ 4,055 $ $ Conc . Curb $ 9,600 $ J_936 $ $ Street $24, 360 $ $ $ Sari. Sewer $41 ,596 % 8,319 $ $ Storm ",Qwer $21i,065 $ 15,013 $ $ Water Line $1.9,91.9 $ 3,984 $ $ Gas Line $N C $ $ $ U.G.Tel./Elvct . $ 3,000 $ 600 $ $ Walks/Aprons $22,000 $ 4,400 $17,600 $ A.C. Overlay $ 8,640 $ 1 , 728 $ 6,912 $ Light.ing $ 6,900 $ 1, 380 $ $5,520 Misc. . $N A $ - $ 101 ALS $181,415 $36,287 $24,51.2 $5,520 NRequired whiLholding For one year- guarantov period asur,imr.o. JH:bs7 sj Blazktir Homes, Inc P.O. Bo., 23332 Tigard, OR 97223 Attn: Mr. Dennis Derby RE: Shadow H i I Is 11 Subdivision (Letter of Commitment Partial Release) Dear Mr, Dp.-b% : In the matter of the One hundred eighty one thousand, four hundred thirty five dollars ($191,435.00) Letter of U,iimitment, between Columbia [7edpral Savincis Bank, and the City of Tigard, Oregon and Blazer, 1*-,(. . ; this is to serve as. official notice to allow said Columbia Federal Savings Bank to releasp- to Blazer Homes, Inc a portion of the deposit entrusted to said Columbia Fedoral. Savings Bank . The amount hereby authorized tj be released is five thousand five hundred twenty dollars ($5,520.00) . The amount to remain entrusted to Columbia Federal Savings Bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are completed, shall be sixty thousand sevc!n hundred ninety nine doll.ars ($60,199.00) . This notice shall not be construed to nullify or alter the terms of the aforesaid LoLter of Commitment in any way; It is merely an authorisation to release a portion of the entrusted monies . City of Tigard, Oregon By: Mayor By : — City Rocordor (JWbs/7264P) BLAZL� HOMES, INC . BUILDER 8 DEVELOPER 5950 SW JEAN ROAD • LAKE OSWEGO, OREGON 97034 November_ 18 , 1985 Mr. John Hagman City f Tigard City Hall Tigard, Oregon 97223 Dear Mr. Hagman: This letter. is ;o notify you that I wish to have the "Letter f CrediL ' for Shadow Hills II remain in effect during the one-year maintenance period. In addition , please .release the $5, 520 being held for completion of the street lights. Thank you. Cordia , Dennis L. Derbv President did/sc Nw JIICOIWPASS CORPORATION. r c ENGINEERING - SURVEYING - PLANNING s I6564 S.E. LAKE ROAD (503) 653-9093 MILWAUKIE, OREGON 97222 November 15, 1985 Mr . John Hagman Tigard city Hall P.O. Box 23397 Tigard , Oregon 97223 Re : Shadow Hills "As-bui lts" Dear Mr . Hagman : Please find enclosed one set of mylar prints of the Shadow Hills subdivision "as-builts" drawings. Also enclosed is the certification of compliance. According to our records these items should complete all the requirements for acceptance of the project . If you have any questions or require addiA onal information, please contact our office. Sincerely yours, e ,,,X� a, Lee A. Brig► P .E. LAB:kja Enclosure cc : Dennis Derby 'P2oCjFCT' c.N.Eutt AS W ATr.+G PocJesit CA RLh Tv. GAS r STrCE4T , r3 As SAyb IMSTALL. A ey l,&r l.1FT A.aC _. Date_.__ L! �� Time % Safer-Au- t-.Acwtizs WNIL YOU VYfti OUT - �e rc phone TFLEPHONED X PLEASE CALL _ Oti&&L"AiR RAMPS RETURNED YOUR CALL WILL CALL AGAIN N AIS$�x Ct.+1 TERS WAN Lf in SLF YOU RUSH ST►VrLTuaK'T�1Jc 'J n JMe a e`� _�.Tt -- Cf-(54NnluP Dd - 5 ; fly; ��►S�l�tbtil7-" Z�9�116� CERTIFICATION OF COMPLIANCE This is to certify (in accordance with M.C. 17.09.160 and M.C. 17.09.120) to the City of Tigard, Oregon, that the following item(s) have been installed in compliance with the City's subdivision improvement standards and specifications; and that :he following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (Project Engineer's Initials) I. Sanitary Sewer System L4f'U 2. Storm Sewerage System 1- kA 3. General Utility Systems: Domestic Water L Electrical Power L-A Gas L Ayi Telephone _/-A Cable T.V. Le" Streetlighting _ -/�A 4. Street System: Subgrado 46 Baseyy�� / Q_-{_�:, Surfacing. . .Base Lift: 11ti' , Final Lift: Sidewalks j;", HE' f IJ,,TAUFi7 (Nrfw Aprons 6 Ramps Curb 1 S. Monumentation System 6. Pathwa r System V, A . Certified this ' day of -AM E 19A Z_. (Project Engino3f PI6tgt Ty�EVISION INSPECTION LOG Tape Start mss` 7 Rel •r I CAL-TOM, Inc. 16799 SW 72nd Avenue - -' "` Tape Stop TaP3 0 p` Portland, Oregon 97223 (503) 620-6959 `''` Cleaning Report / 0parator��I��f•� lij'j�'Date ,�� Time Location kiWri' L:pzj�, '. Line Size Pipe Type Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation U11 Direction ra,16 WIER READING IKPILTRATION A E TOTAL FI.Ow Direction(_"' C G B F D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. 40 21 2 22 23 I 1 1 24 1 5125 125 1 7 1 1126 1 9 j 11281127 1 1 1 101 1 1 1 1 1 11 1 1 31 1 1 12 1 1 1 1132 1 1 141 I 11331 1 1 151 1 I 134 1 1 16 I 1 1 35 1 1�36 1811 J7 1 I 19 1 1 1 1138 1 20 G i1 Summary of Line Condittons: Codes - Pipe Co5ndit i�n ,`'�"y"1� BP - Broken Pipe IM-Infiltration Mnrk Crede �� C - Crack 0 - Obstruction Alignfnent -,-e't! CP - Collapsed Pipe OJ- Open Joint Jot.,ts ?�?•.�►: DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service Conn. I - Infiltration TJ- Typical Joint Lireal Feet /1411_ Pipe Site �r Poloroids Reset �f I ' ,LLEVISION INSPECTION LOG Tape Start ` � Rer -t CAL-TOM, Inc. Tape Stop �?�!/ Tape 1 16799 SW 72nd Avenue rortland, Oregon 97223 (503) 520--6959 Cleaning Report CliznOperat7C Datp✓,�� Time LocationoiJ Line Size Pipe Type /� Joint Type__ Depth W Manhole Condition' s Date .:leaned Result of Cleaning Flow Depth Ground WaLer Elevation u11 Direction WIER READING INFILTRATION �^ / B F `—Flow Direction" C G D H Ref Feet Remarks Inf . Phooto Ref Feet Remarks Photo NO. Inf. No. 1 '1 22 23 4 24 5 25 6 26 7 27 8 28 9 29 10 30 11 31 12 32 13 �? 14 34 15 35 16 36 17 17 18 38 19 39 2'0 40 Summary of Line Conduns: (- >dc's Pipe Condition r ', `i t BP - Brokun Pine IM-Infiltration Nark Grade_ '�J C - Crac-It 0 - Obstruction Alignment - Collapsed Pipe OJ- Open Joint Joi.'tsCi UP - Uip in Line OS- Off Set �f CC - Grade Change R - Roots H - S'ucar SC - Service Conn. I - Infiltration TJ- Typical Joint line.41 Feet � Pipe Size Poloroids Reset 1 STREET CONSTRUCTION NOTES , �SRCCt0(41iA15 SNA_I. W_ L'? Tl•1E pj:_NjE.l-cPm I►.) /k_c'c.RD wr'trt+ CITE' /1PF'I�n�E� PG.0 Ce Lt,-(tC AS• bc�z�-pc-25 erPcV'Ic.E CONSTRUCTION SHALL CONFORM WITH THE CITY OF TIGF.IZD PUBLIC WORKS DEPARTMENT, O.S.H.D. , AND A.p.W.A. OREGON . 1 , J 1 , CHAPTER SPECII'TCA'PTONS AND STANDARD DETAILS. '00E i1�SsTh���'� 67 ntE DEVt.LtP�.R ) CONTRACTOR TO OBTAIN ALL REQUIRED PE:, ,4ITS AND LICENSES BEFORE STARTING CONSTRUCTION. � PfZ�c1Z TD 1►.�•�T/a�l+=�-ir►J � CONTRACTOR TO LOCATE ALL UTILITIES BEFORE STARTING CONSTRUCTION AND SHALL RELOCATE ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION, i EA ISTING U`T'ILITY LOCATIONS SHOWN ARL 1PPROXIMATE ONLY AND MUST BE VERIFIED BY CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST`. ; T t G4 ARDS ENGINEER RESERVES TNF. RIGHT' TO ADJUST GRADES OR ALIGNMENT TO ACCOMODATE UTILITIES OR EXISTING DRAINAGE WAYS AS ! REQUIRED ' - SvcN Sl}hA_ BL- RevtE�:. VSb 13t TI+t ctrl AK% AF'1'RCvt� p�itFt T[` l�1�1vS'r�s�.�T. Nl,< AR�,►.1JC 5T -► CONTRACTOR SHALL REMOVE AND DISPOSE: OF TREES , STUMPS , !FENCE , BRUSH, ROOTS AND OTHER MATERIAL IN THE ROAD- f \ WAY AND WHERE INDICATED ON THE PLAN. MATERIAL SHALL BE DISPOSED OF IN SUCH A WAY AS TO MEET LOCAL REG- 1� ULATIONS. EXCESS EXCAVATED MATERIAL TO BE DISPOSED OF AS DIRECTED BY OWNER., VEGETATION AND TOP SOIL i 4 3SHALL BE STRIPPED FROM FILL AREAS PR IO TQFII,LLNC'_ - Y t-t� e csw;c►.rc:►e1 t_�r'Y c w n� �'�"`"- � h 1.� = I �/-�/;� ' - - - '- ' 2 I I SIDEWALKS SHOWN ON STREETSECTION ARE• THEY Wftb BE CONSTRUCTED AS PART OF THE _ �I u LOT IMPRUVEMEIJTS.)N-iJT','-IIA A�1-BC. I►)STA�LCe i>J �4`b .i;�ct� T1•t'E TEt__m-, t-F TNA, CiN_bt=vtlt, �'ri-�P�,hti�'E h� -=Mk� j`I �y� gUl� MOU►JTI�IIJ• R'D CONTRACTOR TO DE'T'ERMINE TYPE OF' EQUIPMENT AND METHOD TO USE TO ACHIEVE REQUIRED COMPACTION. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRAN'T'Y PERIOD SHALL BE PROMPTLY REPAIRED BY THE CON9'RACTGR `J I C��.� — AT NO EXPENSE TO THE OWNER. oG\�xATION S.W McFARLAND ST MATERIALS IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED J TiE DEPTH REQUIRED TO PROVIDE A FIRM FOUND- ViLI NITY AND SMALL BE REPLACED WITH CRUS O -�`' \ \�� �`/�1 - - -- --- -- - - -- --- --- - -- --- --- 1 11 f iN hcccl b�,�:�T�1 hR,.A �.v�5�a►� SCLc1c.1.1 ZC �M�b zc;4) M A P `� THE ENTIRE SUBGRADE SHALL BE THOROUGHLY, OMPACTED A"..�-i - Il - = c[MBI►` tN 1 ,6T �IAISTs3RE COtF Y NT--PIT W#I:CR A - F L, OF 4 STE'rLc� sTt:, ' ` -JuI• � - - - t" 10GO' ��� CONTRACTOR SHALL NOTIFY THE ENG!rgr k(K ��INGIS COMPLETED AND 24 HOURS PRIOR TO PLACEMENT OF ROCK h� BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR INSPECTION OF THE WORK. A►:,D cit^( cF-t�hR� ' t ASPHALTIC CONCRETE; PAVEMENT TO BE DESIGNED FROM A JOB MIX FORMULA APPROVED BY THE O.S.H.D., FOR MATERIALS I � 2 I USED. CONTRACTOR TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEME11T PLANT. ! I THE ENGINEER HAS NOT BEEN RET.P.TNED OR COMPENSATED TO PROVIDE DESIGN AND CONS'T'RUCTION REVIEW SERVICES RE- / I LATING TO THE COIti17"RA ;T'UR'S SAFETY .PREICAUTIONS OR TO MEANS , METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES • � "� ,_ r^ �_ , , Y �� 7 I 'moi' �_�' I I __ _ � SANITARY SEWER NOTES _ _ _ _ _._ _._ -_. REQUIRED FUR THE CONTRACTOR TO PtrRFORM HIS WOP.K. _ (�w_M J��AcNEb) is REC,�I_ P- ru Bc PRcN�� -\p Tj_jV clt^( PFz1G� rc- ALL WORK AND MATERIALS TO CONFORM TO 1980 EDITION OREGON / \\ �i i✓1JGI NCCIZ� t ERT\�IcATIr N ' r - c•�T'� j��P-rAf,3CE CSF �1 ��°�m� � CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND TP'-' I UNIFIED SEWERAGE AGENCY (USA) STANDARDS AND SPECIFICATIONS. 3 I \ CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR \ / ' i : _ .. WATER LINE CONSTRUCTION NOTES: TO STARTING CONSTRUCTION. --------� / 4 5 I / ' �t��C_�YY CNF 11(�A Vb 1 ALL WORK AND MATERIAL, SHALL COMPLY WITH THE TIGARD WATER DISTRICT STAND- CONTRACTOR SHALL NO'T'IFY COMPASS CORPORATION AND HOUFij 8 1 ARDS, THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES CHAPTER 333 , BEFORE STARTING CONSTRUCTION OR 24 HOURS BEFORE RESUMING \ \ / THE A.W.W.A. AND THEA.P.W.A. STANDARDS. 'WORK AFTER SHUTDOWNS , EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS , SUNDAYS OR HOLIDAYS. CONTRACTOR SHALL - S.W. WiLDW00D uT I ALL WORK WILL BE INSPECTEr AND APPROVED BY TIGARD WATER DISTRICT. NOTIFY COMPASS CORPORATION OF ANY SHUTDOWNS SO AS TO ELIM- - INATE UNNECESSARY INSPECTION TIME. THF, SIDE SEWERS SHALL N�-TE v �GIJE `aT2ELC 1aPd �1� ZN� � � - �� � �.•� �) // CON'T'RACTOR SHALL NOTIFY UTILITIES BEFORE STARTING CONSTRUCTION AND SHALL EXTENJD THROUGH THE UTILITY EASEMENT AND ONEFULL OF PIPE BE- �iceU 5r4h>rL d� 1►�`-� i �' �� I - -" - -" -- - i - O� --� COORDINATE WATER LINE CONSTRUCTION WITH OTHER FACILITIES AND UTILITIES. YON',? THE F.ASf.MEiv^T RIGHT-OF-WAY. MANHOLE EXTENSION RINGS SHALL ` �'S'� BE LIMITED TO A MAXIMUM OF TWELVE INCHES TOTAL HEIGHT. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUC"-ION AND ALL CONCRETE SEWER PIPE SH _LL BE ASTM C-14 CLASS ' NON-REIN- 9 SHALL CONSTRUCT THE WATER LINE TO AVOID CONFLICT WITH THE EXISTING UTILITIES. FORCED CONCRETE PIPE WITH RUBBER GASKETS. \ / 10 PIPELINE SHALL BE CLASS 52 TYTON JOINT CEMENT MORTAR LINED DUCTILE IKON ALL CONCRETE; MANHOLE., SHOWN ON THE PLANS ARE 48" MINIMUM DIA- P- �\� \ \ PIPE WHICH SHALL CONFORM TO ASTM C110 , C111 , C150, AND C151. METER AND CONFORM TO USA STANDARDS. `s \ L L U'P SHO NV- P]L�A"NEGATE VALVES SHALL BE AWWA C500 WITH .NON-RISING STEMS. VALVES SHALL OPEN AND f � - -� LEFT AND HAVE 2-INCH OPERATING NUT. TL ALL TRENCH EXCAVATION SfI:L,L, CONFORM TO APWA DIVISION' TIT r�F c r.,, -_ -- I ' i / \ r i►:. SIFrlYD. FT. L kXCFJc � - I J. LF : HiDR ,. ASjE n.,.i IAJ x t, ' Fic; ui%II E;x II,L MOM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON SITE. FLG x FLG SPOOL, IF NECESSARY, ANI' PACIFIC STATES FIRE HYDRANT, 5 4" MVO, ! / 3-PORT ( 2 - 2�" HST HOSE CONNECTIONS, 1 - 4�" PUMPER) , 6" FLG CONNECTIONS , PIPE BEDDING SHALL BE AS PER APWA DIVISION THREE , SECTION 1�" P. ,o7T OPR NUT, OPEN LEFT, COLOR: YELLOW, TRAFFIC MODEL. 301. 2.02 AND SHALL BE 3/4"-0 CRUSHED ROCK. TRENCH BACIr,FILL SHALL BE CLASS A PER APWA DIVISION T'HREF,� SEC- ^ NTICM EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRI-FORMED CONCRETE BLOCK WITH TION 301. 2, 04 ON ALL SEWER LINES OUTSIDE PUBLIC RIGHTS-OF-WAY i 3 � / 1h CUBIC YARDS OF CRUSHED 1�" DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OR OUTSIDE OF PAVED AREAS. TRENCH BACKFILL SHALL BE CLASS B F jf�►;,ITRR� I OF DRAIN ROCK TO SEPARATE ROCK FROM EARTH COVER. PER APWA DIVISION THREE , SECTION 301. 2.04B IN ALL PUBLIC RIGHTS- OF-WAY OR PAVED AREAS IN THE PROJECT. POURED CONCRETE THRUSTBLOCKS AT LEAST 8 SQUARE F%'ET OF BEARING SURFACE AT TRENCH BACKFILL COMPACTION SHALL BE AS PER APWA DIVISION THREE ,EACH TEE , BEND, AND FIRE HYDRANT LOCATIONS. SECTION 301. 3.07. CONTRACTOR. TO DETERMINE TYPE OF EQUIPMENT 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS Ir S'.'REETS AND DRIVEWAYS. AND t :��,�u TO USE TO ACHIEVE THE REQUIRED COMPACTION. OTHERWISE, 36" OF EARTH COVER. CONTRACTOR SHALL PREPARE A PRINT FOR THE ENGINEER SHOWING AS- - --- "-`��- CONSTRUCTED DATA. ALL SANITARY SEWER LINES 10 ' LATERALLY OR 3' VE:}'TLr,'ALLY OF WATER MAINS SHALL - " SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE 4iARRANTy BE ENCASED .IN CONCRETE 6" THICK 10 ' FROM CROSSING. WHERE CROSSINGS ARM I ---- � a PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION 5 NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 WITH AT LEAST 18 SEP- MOUNTAIN R O A P---- FDR•Acce, �`� K - P L A i�) ARATION I3EL(71r WATER MAIN. AND SHALL BE PROMPTLY REPAIRED BY THF. CONTRACTOR AT NO EXPENSE BULL __ _ _------- TO THE OWNER.S.W. - 1" = 1001MAINS SHALL BE TESTED AT 150 PSI FOR 1 HOUR. STATIC PRESSURE = 95 PSI. JELL sCWEPk Ll�<5 St�L Bc v�b�o D•>sp�C't�b .) A V1bIi` Rcrc7R� fie 3c% Y \14. (1'\K .) Z,-I- TG m�- 'TKA ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DIS- ALL SEWER LINES ARE TO BE k_R TESTED PER DIVISION THREE, SECTION INFECTION AND BACTERIOLOGICAL TESTING. OREGON STATE HEALTH DIVISION 303.3. 16 OF THE STANDARD SPECIFICATIONS. ALL MANHOLES THAT BACTERIOLOGICAL TEST SAMPLE WILL 13E TAKEN BY TIGARD WATER DISTRICT. PIPELINE REQUIRE HYDROSTATIC TESTING SHALL BE TESTED IN ACCORDANCE WITH SHALL BE TESTED AT 150 PSI AND HELD AT THAT PRESSURE FOR 2 HOURS. IT SHALL DIVISION THREE, SECTION 303. 3. 15 OF THE STANDARD SPECIFICATIONS. BE THOROUGHLY DISINFECTED AND FLUSHED IN ACCORDANCE WITH A.W.W.A. STANDARDS , �� p crpYc� zt� fa�RtcS� �teQoR^C 5 '.�-B� Fki���b �t ZtIC C�s�( FeR R�IF]�s '��C A�PRc.:A C 601. ALL BUILDING SERVICE STUBOUTS TO BE A MINIMUM OF 1 LENGTH OF STORM SEWER CONSTRUCTION NOTES : P PIPE INTO PROPER'T'Y AND TO BE MARKED WITH A 2" X 4" FOR FUTURE ALL CURDS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. JX ;� LOCATION. ALL WORK AND MATERIALS TO CONFORM TO 1950 EDITION OREGON CHATTER TRENCH BACKFILL, SHALL BE CLASS A PEP. APWA DIVISION THREE, SECTION �S � AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND CITY OF TIGARD 301. 2.04 ON ALL SEWER LINES OUTSIDE THE PUBLIC RIGHTS-OF-WAY OR 01TVD WILL INSTALL ALL COPPER SERVICE:' PRIOR TO BLACKTOPPING OF STREETS. �'� WW � PAVEMENT RESURFACING WHERE REQUIRED SHALL CONFORM TO DIVISION STANDARDS AND SPECIFICATIONS. ALL REFERENCES TO STANDARD OUTSIDE OF PAVED AREAS. TRENCH BACKFILL SHALL BE CLASS B PER METERS WILL BE INSTALLED BY THE DISTRICT UPON INDIVIDUAL REQUEST FOR SAME. U�� THREE, SECTION 309 OF THE STANDARD SPECIFICATIONS. SPECIFICATIONS SHALL, MEET CITY OF TIGARD SPECIFICATIONS. APWA DIVISION THREE, SECTION 301.2.04B IN ALL PUBLIC RIGHTS-OF- 2J) WAY OR PAVED AREAS IN THE PROJECT. ALL PIPE AND FITTINGS WILL BE CEMENT-LINED. JENGINEE:R RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO CONTRACTOR TO OBTAIN ALIS REQUIRED PERMITS AND LICENSES PRIOR TO Q STARTING CONSTRUCTION. c �IZACCOMMODATE OTHER UTILITIES AS REQUIRED' kcN stAkkL ZZ RCv�CLuE� - TRENCH BACKFILL COMPACTION SHALL BE AS PER APWA DIVISION THREE, 1� g-{ 7l� C'�c''( i►y�'A, 1!��kc`=� � PRtcR •�t� ►�i�K,;��ti~�``', SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND � 0 CONTRACTOR TO LOCATE ALL UTILITIES BEFORE STARTING CONSTRUCTION ALL STORM SEWER PIPE SHALL BE C-?.4 CLASS II NON-REINFORCED METHOD TO USE TO ACHIEVE. THE REQUIRED COMPACTION. Ji AND ;HALL RELOCATE ANY IN CONFLICT WITH TH PROPOSED CONCRF."F PIPE WITHOUT RUBBER GASKETS. ALL CONCRETE MANHOLES RUrTiON. EXISTING UTILITY LOCATIONS OWN APPROXIMATE SHOW', ON THE PLANS ARE 48" MINIMUN DIAMETER AND CONFORM TO CITY PAVEMENT RESURFACING WHERE REQUIRED SHALL CONFORM TO DIVISION � ON UNDERGROUND OF TIGARD STANDARD DRAWING NO. 73-A-301. MANHOLE rRAME AND THREE, SECTION 309 OF THE STAND RD SPECIFICATIONS. UT LIT E E T. `� J COVERS SHALL BE AS PEP. CITY OF TIGARD STANDARD DRAWING NO. 73-A- 1 306 . ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE OTHER UTILITIES AS REQUIRED' SUCAA s1�ALL, ?, RcV I G W t:D Q N v ill J -- CATCH BASINS ARE TO BE CONSTRUCTED PER CITY OF TIGARD STANDARD 1�� T�lE r_)'�� i ktJb AJC ��i�ic�- tc P�a�L?rNl-1J'� }-' �, �' a a DRAWING NO. 70-A-402 . CONTRACTOR TO LOCATE ALL UTILITIES BEFORE STARTING CONSTRUCTION __ a. � p ul $ - '• ) AND SHALL RELOCATE ANY IN CONFLICT WITH THE PROPOSED O �' `� _ ALL TRENCH EY AVATION SHALL CONFORM TO APWA DIVISION TRHEE, CONSTRUCTION. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ` C) SECTION 301. 1.01 AND SHALL BE UNCLASSIFIED. ALL EXCESS MATERIAL ONLY AND MUST BE VERIFIED BY CONTRACTOR. ADDITIONAL, UNDERGROUNG FOR APPROVALS ONLY I�! �' FROM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON SITE. UTIL?TIES MAY EXIST. (j,J >` y N A B WA S ' ALL PVC PIPE, SHALL BF, ASTM 4034 --,"' NOT 4FCONSTRUiCTION �PIPE BEDDI G SH LL E AS PF.R AP DIVISION THREE, . E.CTIONCa `;I 301 . 2. 02 AND SHALL BE 3/4"-0 CRUSHED ROCK . / / iu �`'� u `�' rx R ' ! S Q / M � (� o � O. Q i (n r :C U � U: ` 3 JUN 031985 UJ DRAWN 8 J W I DESIGNED L A 8. CHECK ,D M r . Dennis Derby r b v V �) ►-- - COMPASS CORPORATION y - - - - -- SCALE AS NOTFo IDATE MAY 1985 ENGINEERING SURVEYING PLANAINC, P .O . Box 23332 HILLS 11 -" 65645E LAKE ROAD ( »,1.'. it Tigard , Oregon 97223 Phone : 638--6622 6 rsoft� - . tEiLE 8 5 - 2139 - 132 8 9 9 D�1( Hp v c � i g � p ti MILWAUKIE OREGON 97227 15031853 9093 r►111110".M SHADGW HILLS NO. 1M OF 1-5 CIRCI• L1 k I .: .w,•...... -- ..'..— ._ _.v...u,,..,.,, � � .. ....- I .. ' I �1 ' ,u _ .4 _. _.,• _. _ -_---- - ,..�.R..o..... .-.:^I_��IiIB Y.�; ......._.r.::iMil:ai„4„1,.UwAI� .�,,, ,.. may_ + .. ....f. �P 11�'�ili i�ilil� �tt�1l� 1IIjtII lh�I�i"i�IIIIIII'[rll�f "���f � ' (I�����r�I� 11�OII� iIIIII�It�1Ir�lII�I�I�III�I�III�I�I�i��Itli�iltltlt�tli�ilt�ill�Ili�fltltliitltlGlt�tl��tl��t�► ! � � .• r 1 4 NOTE: IF THIS MICROFILMED �I 2 4 5 6 7 a 8 10 11 t f• _ DRAWING IS LESS CLEAR THAN THIS NOTICIi H-17 15 DUE TO QUALITY OF THE ORIGINAL • " RAW ING. - OE 87 92 LZ 9? SZ tit EZ ZZ IZ OZ It AI LI 91 SI wt EI Z II 01 6 9 L 9 S r E Z I@ma" . � � '"'� .•,....R�� - --w-_ �_.�.._. t nllNr�utlEnlf�Ittt�lfa�fN�Nff�IH111tM�MN�lU�M1�la�+�I�hIu�Ilnllln�mtl)W�II�UII�IIII�11ll�llu�ltult111�MM . JULY 1992 . .too ,"I 52j>" . "Oka 141F - .-•--�---..» 10 .cry ,� tevs rF 46 �,' G I V.17 f + ---+•! ty. (Igt1,►{i I f',r Mix' ` ''' '�, • i�--a..:�' . a5',°% R� off' Il.=��`..J Y..:+� '�, ` e1N� y , Mtik• ` 'f.°/e .a. ,� o' �°v _ �' Al' f -• I T Y. G. �p L v�� - .� 5 I MAXR �J,i M/�X \� Yi' -- ------.— `_' \ , 1',ri' r •i\. Nam Mr, OF G0943 15 34,01E ELEr,' �y .. f A5 GROWt�t. N0'1 Et p-OP OF CUP-$ 15 13AME E.LcVATI" r. \yam y GnNC. $!;>BWALK t� a. CIZO WN TYP 1 ("Al_., 5EuT1oN� - �o TYPICAL. � ► JN - 0 r", iN T'Y P I , A �) � W.- I F-METING 4 " U5G T'0 2EMi+ly IN tXPO5E '� 2EM[�VE 5&GtVI+l: I T8M yTR. ;i�A. 12+ 32 _ SF&uA�N1� I + 5C) 2 RFL_-FL_-T. } i' . 422 87 ^ v i °iTA h + 3E3 - � PAIN''' 5POT 01`1 ` ,....--- EX15TiV� CUT"TER ;JKb �0 fir. .INE „31t ., ` ) --ST0. t4AW1140L E FIL WIE - tt6Ycam, �7Q fil EX; ,TlN�� (y'J`T R ;.Jtb COVER A5 PER WAISNINGTON . I `J EX I",T. 5T Ma 0-100 _ 1f 2$ MPTGH ExIST. r'� �9 I t + R 1 N I,' STR. STA, I '171, �� - 'Y > o o v 0�:7to i '.3_ GROtrr' GOU1�lTY b?A►JD�ftDS - �+---EX.S'TINv ^I 1081T. 129 IUa3 . 192 r,.13. ., +- I l GOI�STiL, LT. _ ; $ - 9rci. STA. 11+ 25' EASE. ZOO! 120-11-' 7 + ' HAT EK . ,TlNG 2ov,;7 FAVINv Ivy G. U + FA�'!N M_ .HI �t� 2ao uX, C-M, �ST'A. 2- +0. ,19 T 5r. 7-1 N 1 i * 26 r�1ATG1� EXtST\\ � �i.�. 4 + ;7 5 I , , " \ l i� eElL SPIGOT 08_ i .8(0l. � �Ilk:g 23.7! � ,- + , ,..... _ 20024 .'t11 � SIR. STA. t 1 5 , ` . � COMCRETE PIPE I +03✓. i►33 - f „L pL':. M' 2.GOF ,�RA;hf �, r, l�j' OTIL.. �� o • t2MAK, 2c�03:s. .a'-o i 10 L.F ! A5y 2,V ' L1TIL _ N. 2 00` 32" E. - � 1 f IT 40' PAVING _ /I ' t 0) j'r !. hl >- „�• Roo,. UVAIN, iC LV- I� CY Q �,a a�w 11_x. _ _. _/ . , Q -)F_� T cc:awN I`sXIS � J GO - � � I .-`+ 41— � ► . �.I L + (,7 --' P < JT I EA 1, I 1 1�, ` ;. 8G5;r 0w. L , 10 r Z MI►,i. c., `� 14 I } __-`Z, 6UYTER GURE!, 6:0.81z, ;i" PV .) N 3 s--- S�j kjW �.�T. '...1 N " C. ri _ •-► - _ :. - .� , 17 '1 PA I 4 r0UILLD CONCRIETE 8 V. BASS S 5 C M 1 ► , • _ ` N. 01 I o'g2 u P11r_ wvF Z S. 1. K DAYS s. - . •• 2,Q 3 j �_� S 4 Fuc, poor- VkAIN , 13 2500 P. B 2>! ' • + I' G. 0, 0 .5(0 _ 3 - - -- --- -- ' =2 - , r (: CoNPACTED ()TIG 3q� �tA t � pq = p 2. , ( 10 - > ASG F wY.� 12 �- I .9� 1 h I 199 30.85 - _ _ -____+ __ - — - 1 I �r G + I� 1 L- -- 2 STI2. 6"r.A 0 + 23, 12' RT. 7 m r ' 2w I r , t�i3zt ��: I 00 \ �5PUTAL W 0+45 �;!�. co. 1 + 'j1 -� SPECIAL STORM MAPW"OLF_ . t i) 4 + P. R 1 ` -1- -- I I 10�° �_ EA5c "` 1 L5 i. 23 E. ` KI T.S I :: ✓Y. \ , � '- � - t „� co 15' •413 '07 � � ? ,• g3 \' I + i; P.T. 'tit 9,7 Ii LT. ! ,.84 T 0 vY rr AT STR. STA + ' - 41,+. i7 _� �3g41 1x-774 1571 _ STORM G.G. 3 _3i 4" P ,'„ RC;jr �tIt—ci 0.�,�14s IP \\ 03,/ 3 1'782 . :AG V� *Is�,3 Pr 11041. 85 ( 'aRA1N ,� _.r- - G. �> _ ` ,q 1 414 . o�} - p, + 57 1 19819 07. / AT STa. STA '12 i07`� L . co53 I ` i 413. u► �, P A c. irk. �rA. 2+29•r9 �_4\4� �', +�',5 - I' O F F WZ — a ' ` I J \ �. --. __ 7 a. '� ._ Gj!0 �i V k V E r H T- ' .7. t, / J ! -1 +rtU` FI..r \, � ' p? / �q ��� N0 E_ LTA ErA11 1 : ' � i.NC�TN G)ic" 5.33°4q22` W 45 , �� -.1 ; ��7 �, �, 15� 1{c, FADE (J F= ^`� 31" '45 ??' 1� 14. 152_ ` (v-2.7'Y 1 ---,).00 l.. L _ T_-�� ,'--; :t- -- -- '� : 36. : I. �+? 2w. 4io , f` _,. . __ -- ��- -� ---- •-- .. .. 8� 1. 17. 4() �'•It• � I L. 50' ''r-5 ' 33" EASE \ t + ) STR Cl4 C-OV fT F ,, 2�+° �+8' '3 c) ,:��+ nn I('.+4. �b 104. 9 1 + � z • 1tAMF COVER r I / _ �jt W'NE I.�uHA'K G,A►.1F �, i3' I? 24" 21fo 00 I;o3 :% : 169. 5 I 1011° c,'(I 'j�'' 1114.00 �.�E3.f+!_ 18C. 8?, E � � �}4 "T`� .'•y P.K FAV fI�N '0 : iC�I', 0 �C,` Ic-1 5', '3�� 41 f� 4fDK. .-'' h! 3'J1 Ir U. 12 I 75° 012 �,?" 2 30.On 30'• 27 2�1c 19 � �� r IC�7(o " + 45 � � � � I'3 I 104" K'j (j5" l0r .0 1�`�_ 17 I 158 �� G- '\ 1 � 2 SQUA E GOKGRRE'r'iC SOCK WASH I N rrTON GOUNTY 1 td. Al,' �{[}' 21 " �, --- _ _._ JI I,N►TNi 5_0 GUa6 ¢ r,U rrER u' 91►CKFILL �� COMDACTED (DETAIL C - i ) '1 E1Jcc11.)C�-RsANrhL PRcv�e� o�1C AS B�►L� M��1�R o! GRAVEL. - 4r MIN. \;c, -eP CF �_ �?-S Tc c►rY PR�r,R 'tt ALL S1OGS Tp LLT VH 0 +OO T �� 1Z. ►IC,��S Pr-R C►t^i Rcc_cQrAtJcE OC= 1!-LPRc�1�!-LC1J'tS. 4"T • L 11JC #3 ft *f 4 ti :� ♦. ' �/ �_r-(. C-ONCRETE TP� PLUG 3" TYPE " ASFH. CONC_ �, `� 9 _ 12,146 ' 2 " !,/q „ _ 0 ROCK GRAVEL �/ "��� �" 2 0 R.00.K - 4F" UNDFIZ CURB Qo� ecpD1AlG COwut�E E►dCASip ��� � Is. �A G5 FO►R APPROVALS ONLY w.,� etU° f'i2/v/�l�= l����Ftt�ry' F A. 13F% "NOT FOR CONSTRUCTION " STORM Sew R c�EAN _ouT DETAIL _ PAv M _ ���T tory _ SHADOW HILLS II _11N.T,S. N•T 5. JUN 02 19P9 DRAWNAI M.M. DE810NEDL A 8 CHECKED ! COMPASS C O R P O R AT S O N Mr . Dennis Derby AS SHOWN MAT' 1985 Road & Storm Sewer Improvements 2 - -- •-- - ---- - - SCALE __JDATE ENGINEERING - SURVEYING PLANNING P.O . BOX 23332 - - - - L 111111M.-D_ No — - - V,6n ', E .AKEr0:D u:� .2a46�•. Plan REv1S0►. E.oR��u1497222 103,�,1g(,g Ti ard, Oregon 97223 Phone : 638-6622 FILE 85 - 2139 - 13 28 tv111 wAom, *100"nw►awl a 86~""C& v?w dabT-0 .. _..ti_ ' I 1�1 1 ly17, 1 1 1 1 1 1 1 `1.1 �•1 4 1 11 1 11 fill 1 1-I I l i l 1 1 1r 1 1 1 1 1 (' 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1111 1 1 1 1 1 1 1 1 1 1�1 111 III • - �� �I11I ( , 1111 1 (' � lf�( I � III � I � I � IIIIII ( � I ( III � I � IIIIIIII I111 � 111IIIIIII 1 _ ' NOTE: IF THIS MICROFILMED = - I - \ 2 _ `� 4 5 8 7 8 ® I 0 1 I DRAWING IS LESS CLEAR THAN THIS NOTICW-IT IS DUE _M __ . - - `---- ► s �• f,N1AtITY OF THE ORIGINAL l ... ...�DRAWING. -' '- D11E aZ i1Z Lz ge SZ rz EZ ZZ IZ OZ 61 81 L1 9�1 91 fpI EI Ill 11 of 6 9 L 9 4 rr E Z Iswuw dNU11111111I11111111III"I1111111111111I4I111t111ItINI1111111ph�allu�InI1�K1111N�INIhMi��fltllllllllNII1111INIfIlltllplilWll� nlulNll Iuullllllulll111(IIIIIII�HIWI601i111 III JULY 6 1992 1 ., . i LVISION INSPECTION LOG Tape Start 2�'� Rer t _ CAL-TOM, Inc. 16799 SW 72nd Avenue Tape Stop C?/ Tape I Portland, Oregon 97223 (503) 620-6959 Cleaning Report CIien0 o. erato at '' ��►�'��- � p � D .� S�2': '¢� Time Location Line Size Pipe Type, Joint Type — Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ' If Directfon L--- WIEk READING INFILTRATION i A E TOTAL • B F C_�7�iow Direction[-' C G D H Ref Feet Remarks Inf, Photo Ref Feet Remarks Photo No No. No. Inf. No. 21 2 22 23 1271 L5 s 17 2627 2B _ 29 ii 30 31 -- 32 I 33 14 - 3 IT�--- 36 — _ 37 38 2 A L --T740 J Summary of Line Cnnditions: Codes - Pipe Condition 4 Uwe BP - Broken Pipe IM-Infiltration Mark Grade ,0 C - Crack 0 - Obstruction AliJoigtse t - CP - Collapsed Pipe OJ- Open Joint UP - Dip in Line OS- Off Set GC - Grade Chang* R - Roots H - Shear Sr- Service Conn. I - Infiltration TJ- Typical Joint Ltneal Feet ^ Pipe Site' tQ Poloroids Reset ;REVISION INSPECTION LOG CAL-TOM. Inc. *;'�j,� f Tape. Start _n:5)4:5) Report I rp 16799 SW 72nd Avenue - Tape Stop �7,� TatV # Portland. Oregon 97223 (503) 620-6959 Cleaning Report C I i e n Operato ► Date/ Tine Location � � Line Size Pipe Type Joint Type Depth Manhole Condition's ��!� Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation 11 Direction WIER READING i:NF1LTRATION A E TOTAL L 6 F Flow Direction C G D H Ref Feet Remarks Inf, Photo Ref r � Photo No. No. Not Remarks. Inf. No. 21 4 23 1 24 1 11 25 71126 a 1 1127 1 9 1 1 11281 1 I 1 1 29 1 1 1° 1 1 1130 31 1 lZ 13 1132 1 1 I 1 A 113 3 1 I ITI134 1 15 35 16 1 36 17 37 1 1 18 1 138 19 3q 1 40 Summary of Line Conditigns: Codv% - Pipe Condition 8P - Hroken Pipe IM-Infiltration Mark (:rade ►n+�- C - Crack 0 - Obstruction Alignment .rz CP - Collapsed Pipe OJ- Open Joint Joi ,ts DP - Dip in Line Os- Off Set GC - Grade Change R - Roots H - Shear Si"- Service Conn" I - Infiltration TJ- Typical Joint Ltneal Feet_~U_ Pipe Size Poloroids Reset H: ,i.EVISION INSPECTION LOG Tape Start _ Rep-rt ! � CAL-TOM, Inc. �. .„ 16799 SW 72nd Avenue Tape Stop '- Tape ! / Portland, Oregon 97223 (503) 620-6959 Cleaning Report ! ClientC%Xi O�eratoz;M ^a-�r,,y5 Date/ r Time Location Line Size ,A� Pipe Type Joint Type Depth Manhole Condition's Date Cleaned , Result of Cleaning i Flow Depth Ground Waler Elevation ull Direction WIER. RFADING INFILTRATION 9 A E TOTAL t B F Flow Direction C G U H Ref Feet Remarks 1n�. Photo Ref Feet Remarks Photo No. No. No. Inf. No. �F 21 2 / 22 J 23 4 24 5 25 6 26 7 27 8 28 9 29 10 30 11 31 12 31 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 40 Summary of Line Conditi S: codv4 Pipe Condition ,-> BP - Hroken Pipe IM-Infiltration Mirk Grade 0Z _ c - Crack 0 - Ohntructlon AlignmerA ^ AM CP - Collapsed Pipe OJ- Open Joint J01.1te UP Dip in Line OS- Off Set rC - Grade Change R - RootR H - Shear Sf'- Service Conn. J 1 - Infiltration TJ- Typical Joint Lineal Feeta/ Pipe Size Poloroids Reset 7 .LEVISION INSPECTION LOG Tape Start rte_ Re-' rt 0 �> GAL-TOM, Inc. Tape Stop_ Tape / j 16799 SW 72nd Avenue Portland, Oregon 97223 (503) 620-6959 Cleaning Report C I i e n Operato Date, ��Time Location Z-1 /l.�s ' Line Size 7? Pipe Type Joint Type_ Depth Manhole Condition's Da- ed Result of Cleaning C Flow jepth Ground Water Elevation ull Dlrection r-=�i WIER READING INFILTRATION C A F. TOTAL. (' B F low Direction C G D H Ref Photo Ref Photo No, Feet Remarks Inf . No. No. Feet Remarks Inf . No. I 1 >l� 21 - - 2 22 2 2 3 y7 24 25 t+ 26 3 7 27 8 28 i 9 29 1 10 30 $ 11 31 12 32 I M 13 33 14 34 15 3) 1 16 1 16 I 17 137 is 138 19 119 i 10 40 Summary of Line conditions: Pipe Condition /y l�,! BP - Bruktn Pipe IM-Inf iltration `^,irk (:rade ���� j C - Crack 0 - Obe;truct i(in AliRtvnctf' -�- - ('P - Collapsed Pipe OJ- Open loint Joi.1ts ' DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC'- Service Conn. I - Infiltration TJ- Typical -Joint Lineal Feet krle � Pipe Size ? Poloroids Reset w , INSPECTION LOG Tape Start ;. Re rt / i'� +Znd Avenue Tape Stop `.! Tape 0 f •erg lAnd� 6959 Oregon 97223 Cleaning Report Ciientd11a lfJ�j Operato>`� Date Time Location Line Size Pipe TypeJoint Type Depth Manhole Condition's Dace Cleaned Result of Cleaning Flow Depth Ground dater Elevation ull Direct.ionr---�-!j WIER READING INFILTRATION C- low A E TOTAL B F Direction=�35 C G D H Ref Feat Remarks Inf . Photo Ref Feet Remarks Photo No. No. No. Inf. No. 1 21i 2 22 3 23 4 24 5 25 6 26 7 27 8 28 9 ' 29 10 30 11 31 12 32 13 33 14 34 15 35 16 16 17 17 18 38 19 39 20 40 Summary of Line t:onditons: Codas - Pipe Condition �JFY� „P - Broken Pipe IM-Infiltration Hark Grade C - Crack 0 - Obstruction Altgnment---,,"�p J. CP - Collapsed Pipe OJ- Open Joint Joi.,ta DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear FC- Service Conn. 1 - Infiltration TJ- Typical Joint Lineal Feet4 Pipe Size ��� Poloroida Reset - ;VISION INSPECTION LOG Tape Start Z R rt i ,I,-TOM, Inc. ���� / 6799 SW 72nd Avenue Tape Stop 7�"/ Tape / Portland, Oregon 97223 (503) 620-6959 Cleaning Report 111 Clients- 5w!- l`" Operator"' ate_,.,,' Time Location =>1/•.���j � Line Size Pipe Type Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation Cull Direction -- VIER READING INFILTRATION A E TOTAL B F low Direction C G D H Ref Feet Remarks Inf . Photo Ref Feet Remarks Photo No. No. No. Inf. No. 21 21, 22 J - 1 23 4 ,lj li�- 24 25 6 2E 7 21 8 28 9 29 10 30 11 31 IZ 32 13 33 14 34 15 35 16 16 17 J7 Yd 38 " 19 19 20 14 0 Summ-try of Line Condit )ns: Cmic,4 Pipe Condition c;01 - RP - Nrokun Pipe IM-lnttlttati,,n Mark Grade C - Crack n - 1it,..1 rut t ion Alig- nentP - Collipned Pipe til- Open Joint Joi.,:sjj� jP - Utp in Line os- Off Set t.0 - Grade Change R Root 14 H - Shear 14' Srrvice Conn 1 - Infiltration I.1- Typical toint Lineal Feet Pipe Site Poloroids Reset v O ' r ,EvISION INSPECTION LOG Tape Start r^/; Re •t 0 CAL-TOM, Inc. Ap 16799 SW 72nd Avenue Tape Stop Tape 0 Portland, Oregon 97223 (503) 620-6959 Cleaning Report 0 Clien[�XI. /W, je,4 Operator`*e, �f�7f/ Date � '�;�;�.3 Time Location r rr Line Size Pipe Type ,,' Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning > � i Flow Depth Ground Water Elevation ;Iwl"D ircc[ion L� WIER READING INFILTRATION 19 F. T'1TAL oDirection C G D H Ref Feet RemarksInf . Photo Ref Photo No. ,p . No. No. Feet Remarks Inf . No. 2 J rH .� 22 23 4 24 5 25 6 26 7 27 8 28 9 29 10 30 11 31 —, 12 32 13 33 14 34 16 16 17 17 is 18 19 19 20 40 4ummary of Line Condit i ns: t Edi v - Pipe Condit to RP - Hroken Pipe IM-Int iltrat iois Mirk (;rade f _~ C - Cr.ic k 0 - Obstruct ion Alignmin _ /fir/ CP _ Cc,ll.ip ed Pipe 0.1- Uprn JointJoI..t3 cy � -- -, UP - Dip in Line (1S- Off Set J CC - �:radv ::hanke R - RnutA H - 5hrar P(' Service Cottn. 1 - lot iltration TJ- Typical Joint Lineal Feet �� Pipe Size Poloroid9 Reset !� '� 7/, Fic E October 15, 1985 C17Y0F Ti1FAPM WASHINGTON COUNTY,OREGON Blazer Homes, Inc. P.U. Box 23332 Tigard, OR 97223 Attention: Mr. Dennis Derby Reference: Shadow Hills II Subdivision (Letter of Commitment Partial Release) Dear Mr. Derby: In the matter of the One hundred eighty-one thousand, four hundred thirty-five dollars ($181,435.00) Letter of Commitment between Columbia Federal Savings Bank and the City of Tigard, Oregon, and Blazer Homes, Inc. , this is to serve as official notice to allow said Columbia Federal Savings Hank to release to Blazer Homes, Inc. , a portion of the deposit entrusted to said Columbia Federal Savings Bank. The amount hereby authorized to be released is Twenty-two thousand four hundred fifty-two dollars (22,452.00). The amount to remain entrusted to Columbia Federal Savings Bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are completed, shall be Sixty-six thousand three hundred nineteen dollars ($66,319.00). This notice shall not be construed to nullify or alter the terms of t.he. aforesaid Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City of Tlr.trd, Oregon ,Mayn r �). By• � - y Recorder L (JSH:br/1945P) 12755 S.W ASH PO BOX 2339% TIGAHD. OREGON 97223 r11 639.4171 / CITY OF TI:GARD. OREGOO' COUNCIL. AGENDA ITEM SUMMARY AGENDA OF: AGENDA 111-M q' DATE SUBMIT"T"ED: October 16 _1985 PREVIOUS ACTION: Accepted Proiect -� Compliance Agreement & Performance Elond . ISSUE/0(',FNDA TITLE: Shadow Hills II On Shadow Hills II (Letter of Commitment) Partial Bond PREPARED BY: Lnngi.neerinq Divi.siol., Release, request no. 2. REQUESTED BY: John Hagman_...... ��___ �. DF PARTMENT HEAD OK: CITY ADMI NI STRAI OR: __.....___.__..._....�___...___. POLICY ISSUE INFORMATION SUMMARY 1) The project is located west of Pacifi(_ Highway and north of S.W. Bull Mt. Road . 2) Construction has progressed -catisfactori.l.y and, subsequently, the developer glazer Homes, Inc. ha, requested release of installation guarantee monies for that. portion of the work whirh is complete. 3) Staff has reviewed the request. and hereby rf,cummends that. the Council authorize release of the amount(s) detailed in the attached summary . N— ALTERNATIVES CONSIDERED SUGGESTED ACTION nuthori/e tho Mayor and City Recorder to execute a letter in behalf of the City, providing for a partial. release of installation guarantee monies for Shadow hills II, in the amount of Twent.y -t:wo thousand four hundred fifty-two dollars ($22,452..00) . (1944P) -•, n. r. s-. ,,....a... ••Cr••eAa•..a:u•.i14LMv'.>NNe4 -d:+R+Mi►.wW+Ydviti'sY4MMu�Yi1L"drY. SUMMARY RE; Shadow Hills Subdivision; Performance Bond Reduction Request N 2 L.ET7'Ek OF C:RFDI1 (BOND) REQUIRED HOLDBACK REL.EASABI.-F ITEM AMOUNT MAINTENANCE"* INCOMPLETE ITEM COMPL.E"TE= ITEM Site Prep/Grading $ 20,271) $ 4,055 $ - $ _.-.._.. Conc. Curb $ 9,68() $ 1,936 $ $ Street $ 24,360 $ 4,812 $ $ - San. Sewer $ 41,596 $ 8, 119 $ - $ - Storm Sewer $ 25,06r3 $ 5,013 $ - $21i,'".2 Water 1._ine $ 19,919 $ 3,984 $ $ Gas Line $N.C. $ $ $ U.G. Tel/Elect. $ 3,0()0 $ 600 $ - $ 2,400 Walks/Aprons $ 22,000 $ 4,400 $11,600 $ A.C. Overlay $ 8,640 $ 1, 128 $ 6,912 $ - Lighting $ 6,900 $ 1,380 $ 5,520 $ Misc • $ N•f1 TOTALS $181 ,435 $ 36,281 $30,032 $22,452 ►Required witholding for one year guarantee period asurance. (JSW br/1944P) �'-UMMARY RE: Shadow Hills I Subdivision; PerFormanco Bond Reduction 1 FT"TTR OF CREVID (BOND) REQUIRED HOLDBACK 2ELEASA81 E ITEM AMOUNT MAINTENANCE* 1?,.,'OMPLPE ITEM COMPLETE ITEM Site Prep/Grading $ 20,275 $ 4,055 $ $ Conc. Curb $ 9,680 $ 1,936 $ — $ Street 24,360 $ 4,872 $ $ San. Sewer 41,596 $ 8, 11.9 $ $ Storm Sewer- 15,0615 $ 5,013 $ $20,052 Water Line 1.9,919 $ 3,984 $ $ Gas Line $N.C. $ — $ $ U.G. Tel/Elect, $ 3,001) 600 $ $ 2,400 Walks/Aprons $ 22,()0() 4,400 $11,600 $ - - A.C. Overlay $ 8,640 $ 1,128 $ 6,912 $ — Lighting $ 6,900 $ 1,380 1),570 Mi'ic N.A. 10[Al $181,435 $ 36,28/ $130,037 $22,452 *Roquir"d witholdiriq for one year guarantee period asurance. (JSH:br/1944P) CITYOF TIOARD WASHINGTON COUNTY,OREGON October 15, 1985 Portland General Electric Company Western Division Attention: Teresa Cornett 14655 S.W. Old Scholls Ferry Rd. Beaverton, OR 97005 Reference: Streetlighting at Shadow Hills II Dear Ms. Cornett: This Is to acknowledge that the City has found the streetlight installation In said subdivisions to be satisfactory and, further, to acknowledge authorization for P.G.E. to energize the five (5) lights therein, under Schedule 91, Option B. Sincerely, Robert L. Thompson, Public Works Inspector (RLT:br/1980P) cc: File City Accountant R. J. Rouse Electric, Inc. "`�`� 12765 S.W. ASH P.O.BOX 23397 TIGARD,OREGON 97223 PH:839-4171 - — J CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGINDA OFOctober 14, 1985 AGENDA ITEM #: DATE SUBMITTED: September 30, 1985 PREVIOUS ACTION: Accepted Project Compliance Agreement & Performance Bond ISSUE/AGENDA TITLE: Shadow Hills II On Shadow Hills II (Letter of Commitment) Partial Bond PREPARED BY: Enqineerinq Division Release REQUESTED BY: John Haqman DEPARTMENT HEAD OK: GTTY ADMINISTRATOR: POLICY ISSUE INFORMATION SUMMARY 1) The project is located west o` Pacific Highway and north of S.W. Bull Mt. Road. 2) Construction has progressed satisfactorily and, subsequently, the developer Blazer Homes, Inc. has requested release of installation guarantee monies for that portion of the work which is complete, -.3 Staff has reviewed the request and hereby recommends that thl Council authorize release of the amount(s) detaileH in the attached summary . ALTERNATIVES CONSIDERED SUGGESTED ACTION Authorize the Mayor and City Recorder to execute a letter in behalf of the City, providing for a partial release of installation guarantee monies for• Shadow Hills 1:I, in the amount of Ninety-two thousand six hundred sixty--four dollars ($92 .664 .00) . (1944P) Wit SUMMARY RE: Shadow Hills I Subdivision; Performance Bond Reduction Request k 1 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE ITEM AMOUNT MAINTENANCE* INCOMPLETE ITEM COMPLETE ITEM Site Prep/Grading $ 20,275 $ 4,055 $ -- $16,220 Conc. Curb ! 9,680 $ 1,936 $ — $ 7, 744 Street $ 24,360 $ ,,872 $ — $19,488 San. Sewer $ 41,596 $ 8,319 $ — $33. 277 d�''"� Z Storm Sewer $ 25,065 $ 5,013 $20,052 $,y4f.-J/ C 5 Water Line $ 19,919 $ 3,984 $ --- $15,935 Gas Line $N.C. $ -- ,��--''� $ --- U.G. Tal/Elect. $ 3,000 $ 600 ( $ 2,400 $ 7 Walks/Aprons $ 22,000 $ 4,40U \ $17,600 $ A.C. Overlay $ 8,640 $ 11728 $ 6,912 $ -- Lighting $ 6,900 $ 1,380 $ 5,520 $ -- Misc. $ N.A. $ — $ — $ — TOTALS $181,435 $ 36,287 $52,484 $92,664 *Required witholding for one year guarantee period asurance. (JSH:br/1944P) SUMMARY RE: _Shadow Hills I Subdivision; Performance Bond Reduction Request. y 1 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE 11EM AMOUNT MAINTENANCE* INCOMPLETE ITEM COMPLETE ITEM Site Prep/Grading $ 20,275 $ 4,055 $ -- $16,220 Conc . Curb $ 9,680 $ 1,936 $ - $ 7,744 Street $ 24.360 $ 4,872 $ - $1.9,488 Sar. Sewer $ 41,596 $ 8,319 $ -- $33 .277 r;t:orm Sewer $ 25,065 $ 5,013 $2.0,052 $ Water Line $ 19,919 $ 3,984 $ -- $15,935 Gas Line $N.C. $ - $ - $ — - U.G. Tel/Elect. $ 3,000 $ 600 $ 2,400 $ Walks/Aprr,ns $ 22,000 $ 4,400 $17,660 $ —A.C. Overlay $ 8,640 $ 1,728 $ 6,912 $ L-ighting $ 6,900 $ 1.,380 $ 5,520 $ - - Misc. $ N,A, $ _ $ TOTALS $181,435 $ 16,287 $52,484 $92,694 *Required witholding for one year guarantee period asurance. (JSH:br/1944P) DATE 1 O/B/8 5 I URGENT I I SOON AS POSSIBLE R. J. ROUSE ELECTRIC INC. FILE NO. 2044 L NO REPLY POSSIBLE 16320 SW Parker Rd. ED LAKE OSWEGO, OREGON 97034 13ob Thompson ATTENTION p ro (503) 635 2824 sua✓Ecr Shadow Hills lI 3t. Lipahting City ID-f.-.Tigard 12429.1-5-14. Main __._.. ._ .... _... _ .. _. Tigard , OR...__972�3 MESSAGE St. lighting for the subject job has been completed. Upon ,your acceptance , please send a copy of' your acceptance to our office and notify PGE to energize. REPl.I �W SIONED4 DATE OF REPLY SIGNED •.uTti'Mr JF1M6YM,lYOWMIM'�YMIM BIW �`1.1F'ML.Y4WISAIµr+`YaW/MrlYM'. �MM.Y�..rJM+"'• �' TNS Fitt _ October 1, 1985 Cfrf(*T1SARD WASHINGTON COUNTY,OREGON El.azer Homes, Inc. P.O. . ox 23332 Tigard, OR 97223 Attention: Mr. Dennir Derby Reference: Shadow Hills II Subdivision (Letter of Commitment Partial Release) Dear Mr. Derby: In the matrer of the One hundred eighty—one thousand, four hundred thirty—five dollars ($181,435.00) Letter of Commitment between Columbia Federal Savings Bank and the City of Tigard, Oregon, and Blazer Homes, Inc., this is to serve as official notice to allow said Columbia Federal Savings Bank to release to Blazer Homes, Inc., a portion of the deposit entrusted to said Columbia Federal Savings Bank. The amount hereby authorized to be re. eased is Ninety—two thousand six hundred sixty—four dollars (92,664.00). The amount to remain entrusted to Columbia Federal Savings Bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are completed, shall be Eighty-eight thousand seven hundred seventy—one dollars ($88,771.00). This notice shall not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City of Tigard, Oregon B y: Qt By: �• ///G� �'t beP'A-rJ City Recorder - (JSH:br/1945P) -- 12755 S.W. ASH P.O BOX 23397 TIGARD, OREGON 97223 PH:639-4171 GRIMMETT ENTERPRISES, INC. 1021 ELM STREET - FOREST GROVE, OR 97116 - (503) 648-7064 September 30, 1985 Dennie Derby, 5950 S.W. Jean Road, Lake Oswego, OR 97034. RE: SHADOW HILLS PROGRESS BILLING # 3 STREET: 3. Cur1w & Gutter CREDIT 36 if O S 4.40 $( 1`-13.40) 7. 2" Asphalt 3,600 if 0 1 3.55 12,780.00 f 12,621.60 PRIVATE DRIVEWAY: Excavation 5 375.00 Base Rock 6" 2"-0 260 sy O 6 2.15 559.00 Asphalt 2" Claes 8 260 sy O = 3.55 923.00 1 1,857.00 POWER TRENCHING: Trenching 1,580 if • $ 1.10 = 1,738.00 Vaultif 3 ea • S 325.00 975.00 i 2,713.00 LOAD fe HAUL OLD BUILDING: Lead: MF450S w Clam hre d 6 75.00 375.00 Hauling & Dumo Fees 480.00 f 955.00 TOTAL PROGRESS BILLING # 3 = 18,046.60 PLUS PREVICUS BILLINGS t 132,389.00 LES.9 PREVIOUS PAYMENTS 90,088.20 TOTAL DUE & PAYABL>II: : 60,347.40 .�ANSMITT�►� M[ .Q KEN LAFFERTY GRIMMETT ENTERPRISES 648 7064 To RANDY �O/o7 85 -------- ---------- Date �— f:J For your Information I i See me ❑ Your comments, please Q File ❑ Review and call me 1.1 Review and forward to-- -- ❑ Revlow and return to me COMMENTS/REPLY THIS IS FOR CQUNCIL APPROVAL AS PER DENNIS DERBY. ANY gUESTIONS, , PLEASE CALL ME. - � -- FORM - AC-PS r CITYOF TIVARD WASHINGTON COUNTY,OREGON September 12, 1985 Blazer Homes, Inc. PO Box 23332 Tigard, OR 97223 Re: Shadow Hills 11 Subdivision Gentlemen: The Tigard City Council, at their meeting of 9/19/85, accepted the Subdivision Bond, in the form of a Letter of Committmenc, for the above noted subdivision. A copy of the document is enclosed for your filen. If you have any questions regarding this matter, please contact the Engineering Division at 639-4171. Sincerely, Q-V�- Loreen Wilson City Recorder lw/3192A Enc. C: Randy Clarnc, Engineering Div. - 12755 S W ASH PO BOX 23397 TIGARD, OREGON 97223 PH 639.4171 --� H COMPASS CORPORATION ENGINEERING — SURVEYING — PLANNING � f 6564 S.E. LAKE ROAD (503) 653.9093 S MILWAUKIE, OREGON 97222 September 10, 1985 Jim & Jerry Grimmett Grimmett Enterprises, Inc . 1021 Elm Street Forest Grove, Oregon 97116 Re : Shadow Hills II Paving Punch List Gentlemen : Friday September 6th David Boatman of Compass Corporation, Bob Thompson of the City of Tigard and myself reviewed the first lift of Class "B" asphalt concrete placed on the streets of Shadow Hills II Subdivision. The following items need immediate attention : 1) Sawcut, remove and replace all asphalt around valve boxes and at joints as marked in the field. Replacement asphalt shall be Class "B" hot mix. 2) Sand and seal all joints to existing ,asphalt. 3 ) Sand and seal ,open graded areas as marked in the field . 4) Replace all broken valve boxes and repair all chipped curbs . 5) Broom off all curbs . 6) Remove all asphalt in manholes and catch basins . if you have Any questions or require additional information, please contact our office . Sincerely yours, d% Lee A. Briggs .E. LAB:k ',z cc: Mr . Dennis Derby Mr . Bob Thompson , City of Tigard Public Works i i { i September �:ember 10 1.995 P 1 First American Titl.e Co. Attn: Mr Everett Penland 310 SW 4th Ave. Portland, OR 97204 RE: Shadow Hills No. 2 Subdivision Dear Mr. Penland: This is to verify, per your request that.: 1 . Each lot has access onto or will, be situated on a concrete or asphalt: surface rocAd which has right -of--+jay and improvements, and necessary and adequate. drainage structures, together with means for operation and maintenance, whir.-h meets tho standards of the City of Tigard, Oregon, 2... Saia subdivision, where nece..-z. i, will. have drainage structures and fill de!,i.gneci to prevont flooding as approvod by the City of Tigard, Oregon. 3 , A mur,i.ci.pality owned di.s, osal. system is available to each lot at the ,..it line of each lot at the time of sale or lease of each lot which meets the. requirements the Frivironment.al Qlial.i.t:y Commission, with capacity to serve all 7 in he subdivision. 4 . The improvement required, to be constructed, by the City of Tigard, Oregon are under construction. 'i. A Subdivision Conpliance Agreement and Performance bond has be:.erl eXecut(+d by the subdivider, and has been accepted and acknowledged by the city of Tigard City Council. there i nregard completion of the improvements; said documents are on file in the City of Tigard Recorder' s Office, 1. hope this ietter clarifies the matter for you, regarding documentation/ verification requirrd to be -submitted to the State Real. Estate Division by each subdivider. Yours truly, John Hagman Engineering Technician (JH:pm/1831P) � A GRIMMETT ENTERPRISES, INC. 1021 ELM STREET • FOREST GROVE, OR 97116 • 15031 648-7064 August 31, 1g85 Dennis De!-by 5950 S.M. Jean Road Iake Oswego, OR 97034 RE: SHADOW HILLS PROGRESS BIUrNG #2 STREET: s 2. Excavation & Fill Remaining 20% S 2,800.00 3. Curh & Gutter 2,200 • S 4.40 9,680.00 4• 2" 3/4-0 3,600 sy a .80 2,680.00 5. 1" 2"-0 3,600 sy a . 36 1,296.00 6. 719 2n-0 4, 100 sy O 2.50 Remaining 34% 3,485.0m 6 :-O, 141.;0 STCRH Moo 1. 12" CCP 18 ft d t 5. 10 8 271.,:0 7. Std C8 6 a 1)7`.00 ' 00 WATER LINTt 1. 6" DIP 82(1 +4 s S.00 10,660.00 2. 81, DIP �7S 15.00 4 2 . .G0 3. 311 11}9o Oend d 100.00 4• 8" 2 �O ile r.d 0 100.00 00.00 5. 6 A Bend 2 s1 75.00 150.00 6. 6" 2oi� Bond a '/5.00 75.00 7. 6" 45 Bend 5 g 75.00 ?25.00 �. FH Asay 2 d 1.236.UO 2,47c.00 ?. B.O. 1 A 457.,:0 4 10. 6" CV 3 d 60.00 2h0.(j0 11. ex8x6 Tee 1 a '70., 0 170.00 12. 81, RFV 1 a X65.00 365.00 13. 8 x 6 Reducer 1 0 ')0.U0 90.00 S 19.769.00 war ti vw., .....,,...MY.. .,....._ .YrP—..W Mrs.. wr.wrfr.�MRY►)MrY �H�LY' GRDOWTT ENTERPRISES INC, Shadow Hills Progress Billing #2 August 31, 1985 page 2 POWER TRENCHINGt Trenching w rock backfill 190 O = 4.00 = 7C0.00 4" DB Grade PVC 310 a 1.50 465.00 2" DB Grade PVC 740 a .60 444.00 S 1,669.0o LESSt DEDUCTION FOR HCN D COSTS TOTAL THIS BILLING f 42,oo .d0 PLUS t Previous Billing f 90,088.20 LESS t Previous Payments 6(90,088.20) TOTAL AHCUNT DUE ;oo.80 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: Auqust 19, 1985 AGENDA ITEM #: DATE SUBMITTED: Auqust 12, 1995 PREVIOUS ACTION: Council accepted the ISWE/AGENDA TITLE: Shadow Hill II proiect Compl. Aqrmt on Julv 15, 1985 Subdivision Performance Bond PREPARED BY: Development Service Dept Authorize Mavor 6 Recorder to Accept REQUESTED BY: John Haqman DEPARTMENT HEAD OK: CITY ADMINISTRATOR: POLICY ISSUE INFORMATION SUMMARY 1 . The (proposed) "Shadow Hills II" subdivision is located west of Pacific Highway and north of Bull Mtn. Road. The preliminary plat has been approved by the City . 2. The attached Subdivision Performance Bond, in the form of a Letter• of Commitment, has been submitted by the developer as is required by the City to assure completion of the installation of all public facilities within the proposed subdivision. The Compliance Agreement for the project has already been accepted by the Council . 3 . Construction plans have been issued and all required public improvement fee's have been paid. 4. The developer originally intended to construct all public improvements prior to recording of the final plat but, now, wishes to submit a performance guarantee bond to assure that all work will be donr should he desire to have the plat recorded prior to final completion of the improvement work . ALTERNATIVES CONSIDERED SUGGESTED ACTION Authorize the Mayor and City Recorder to accept the Subdivision Performance Bond, in the form of a l•otter of Commitment, for Shadow Hills II in behalf of thw City . (JH:bs/1721P) LANAALMRJLMNLM " SEWER AIR TES 'i" (( DC}hvB�sLhnE ((pp-rl04E Foik PUG f TiME ! AT. STATION DIAM10I.EN TV K-0.011d2L C•0.0003882dL TEST AZ }3j a. 7ZSt(2 35 Z5 44 17 � " 3 g 9 Al I I LSj 1, 130 =44 Zy 410 } Slit �t KZ54 Y03- 7- 13 03-213 I 150 6. 64 = Sd0 II r c.Tsc 9 ' 1-Z I 6t 1Z / 1114 gix2 PROJECT_ S/,!,//.� ,,//s IV AL K DATE BY Time Required by Spec. k R 1 " SEWER AIR TEST ( ((OC U B L E —ri jA C Folz PJC LAT. STATION DIA�T��L AWS K-0.011A C•0.0003882dn ' TEST A •� �lei Te ' �1fCz f' /As 13Z � S�o4f V fez 7C let TZ) 125 0 12 , IZfs£ y Iz �G �{ ' ' 17 I 1.3 t ti? 4 /3 03 t or lS r 4, f It ell Ile 0, 522 { PROJECT_.._.. /rc% ✓ DATE 1U'1,AL. K BY 71JTAL C Time Required by Spec. i a i, S E W E R A I R T E S T tDJ%L-G -FiAAL FIC 12-ANPVC- LAT. JC TI LAT. STATION DIE#LEN8fh) K-O.O11d2L C•0.000318 ZE TEST c +ce, / 4t 3t 430 303 I►335 C t•do �4 " /f , /V' 30� 1,353 zzz a +ca I 2C ? 14� 0643 1146 4 '' 35 ' 6 0,054 152 X 3(�45tc 1C 7 7 it' 7 PROJECT DATE MAL K BY Time Required by Spec. ti l�A bdc� AW GRIMMETT ENTERPRISES INC. ,f 1021 ELM STREET • FOREST GROVE, OR 97116 (503) 648 7064 July 31, 1985 SHADOW HILL`: Progress Billing #1 3TREEI' I . Clearing & Grubbing $ 3,000.00 2. Excavation & Fill 14,000 J 80% 11 ,200,00 6. 7" of 2"-0 4,1.00 :,v x UU% 6 765.00 TOTAL $ ,20,965.00 STORM SEWER 1. 12" GCP Select BKF 302 ft $15.10 $ 4,560.00 2. 12" CCP Native BKF 530 ft 4 10.70 5,671 .00 3• 6,, PUC 301 ft T 8.25 2,48-j.25 4, 4" FIX 420 1-t 7.60 3,192.00 5. Std Man Hies 6 only 850,00 5,100.00 P, Clean Outs 3 only V bOO.00 1,2.30.00 TOTAL $ 22,206.45 SANITARY SEWER 1 . 8" CSP w Select BKF 0-8 286 ft y $13.00 $ 3,7!8,00 8" CSP w Select BKF 8-12 150 ft 4 16.CO 2,400.00 2. 8" CSP w Native 0-8 569 ft m $ 9.00 5,121 .00 8" CSP w Native 8-12 775 it 9,75 7,556.25 12-16 260 ft V 1'_'.00 3,120.00 16-2.0 156 ft 4� 18.00 2,808.00 3• 4" Laterals w Native BKF 273 ft 4 8.00 2,164,0r) 4. 4" Laterals w Select BKF 35 ft 4 14.00 490.00 5. Std Man Holes 12 only ,4 1,490.00 17,760.00 TOTAL $ 4 5,157.2 5 SOFT SPOT REPAIR (Authorized by Dave Boatman) Stabilization Rock (2"-0) 165 tcy LD $ 5. 50 $ g07, 50 Fabric AMOCO x,,000 1 roll P 357.00 357.00 Excavation & Rock Placement 165 try 3,00 495.00 T(1fAL $ 1 ,759-50 w GRIMMEI"I' ENTERPRISES INC. Shadow Hills Progress Billing #1 July 31, 1985 page 2 of 2 TOTAL PROGRESS BILLING NO. 1 $ 90,088.20 * Street Construction, item #6 was changed from 5" to 7", we have adjusted the price per square yard accordingly. ** The depths of Sanitary Sewer were based on plans for billing purposes. Actual depths were deeper in several areas, // /[" � /[ �<i�!"//'I�'cG�'ll�� �(✓1.S/C cam. "!�- j 1 � J (e el elzc— LETTER OF COMMITMENT (Performance Bond) We have received from 01 ]mhia l±PrlPral 4aitin c na k (lending institution) a loan commitment in the amount of $ 630 , 000. 00 , to finance the improvements of a subdivision l,)cated in the City of Tigard, said subdivision being commonly known asShadov, ?ii113 ?I This loan commitment is specifically for con- struction purposes for: (or) $ _ of the aforsaid total commit-,i,- has been allocated for construction purposes for: (strike preceeding inapplicable part) ),j public streets, including driveways, aprons, sidewalks, lipl.ting and curbs 2) sanitary and storm sewers 3) domestic water 4) under- ,Y- ound telephone and power 4) gas 5) X)4Xt3{dVkY_,)6XMg. All such improvements are to be completed in conformity with City approved construction plans and the sub- division compliance agreement thereinregard . We have agreed that disbursements of the $1 843� Qn be made in accord with the following schedule upon completion of each, or all , item(s) ; but not including, the hold-back described below. ITEM AMOUNT Site Preprraticn/Gradi.ng 20, 275.00 Concrete Curb 9 , 680 .00 Street (base rock, leveling rock, base A.C. ) 24 , 360 . 00 Sanitary Sewer & appurtances 41 ,596 .00 Storm Sewer & appurtances 25, 065.00 Water Line & appurtances 19 , 919 . 00 Gas Line & ap,)urtances NO Cha.rae Underground Telephone & Electrical 3 ,000. 00 Concrete Sidewalk & Driveway Aprons 22, 900.00 Asphalt (street overlay) 8 ,640. 00 Street Lighting 61900.00 Mircellaneous (pathways, landscaping,, mailbox clusters, etc. ) None We have en+.ed into a "Subdivision Compliance Agreement" whereby we have agreed to 'iI�talI all improvements in accordance with the requirements of the Citi f Tigard a,id we ,are hereby authorizing you to hold the above-stated funds to pay them to us only when the following has been adhered to: That the City of Tigard has provided certification acknowledging completion of einy or all work pursuant to the aboie itemized schedule of improvements Pursuant to the above schedule, 20% of the commitment funds (i.e. , 836 . 287 . 0 Ql will be held back through the normal one year guarantee period or until finl _ City Acceptance of the project Lake, place or until the City is provided with a separate, maintenance bond, effective for said one year, period from the date of Council tentative acceptance of the work, to assure continued freedom from defects, ani maintenance, during the guarantee period. NNUILMIR Page 2 Letter of Commitment Concurrent with the final release of these funds, establishment proceedings will be instituted. It is understood and approved by all parties of concern to this letter of commitment that ti,,! City of Tigard shall have first claim and priority to the sum of $181, 435.00 less dislursements approved by the City of. Tigard, in the event of any defects)/or failure(s) to correct such in the construction of the required improvements. It is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $ 181,435 . 00 less disbursements approved by the City of Tigard shall be held available to satisfy any aformentioned.claim by the City,.rn.otwithstanding default on lnan ,by borrowing party or termination of loan by lending institution. DATE:.__- 0.� Sincer;.:ly yours , K. G i D nis L. Derby Approved and Accepted: COLUMBIA (Lending I l'tuti n) BY: \; (Attach notary information and ((1le i ~� signature(s) authority) 'P.J. ILANKO VICE PRESIDENT /CKIM-L...Ml/ -COMM[IICI�L/IIINiINO CO. STATE OF WASHING'T'ON County of Chelan as. On this—_19 _._day of______ July 1985before me personally appeared P:J. Bi l n_k0 __yJ_4Z9L_—President and__ __ _ ---- _!S # f of the Columbia Federal Savings Bank the corporation that ex.�c•uted. the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntar}• acts and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument, and that the seal affixed Is the carporate seal of said corporation IN WITNESS WHEREOF, I hnve hereunto set my hand anal affixed my official seal the day and year first above writ(gn. / Notary Public inn d fo , e Stete of Wsshtn4ton, residing at Wenatchee —in said County. My Cornmtssfon expires A.v 1" "" - CITYOF MAW WASHINGTON COUNTY,OREGON July 19, 1985 Blazer Homes, Inc. Attn: Dennis Derby PU Box 23332 Tigard, OR 97223 Re: Shadow Hills II Dear Mr. Derby: Enclosed is a copy of the Subdivision Compliance Agreement for the above mention subdivision which was recen,ly approved by the Tigard City Council. If you have any questions regarding this project, please contact the Tigard Engineering Division. Sincerely, Loreen Wilson Deputy City Recorder lw/30;2 3A Enr. \� 12755 S W ASH P 0 BOX ?3397 TIC:ARD, ORI~OON 97223 PH 639-4171 SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the L-27 _1_ day of . _ 19 between the CITY OF TIGARD, a municipality of Oregon; ereinafter termed the "CITY", and ;Uazer Homv1 i ic. ri l Coo- , �i hereinafter termed "Petitioner". W 1 T N E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as Shadow !lil.ls II , i Section IU, township :�r'uL 1, "'A I .. 'I Willamette Me.idian, Washington County, Oregon; and WHEREAS, the City has approved and adopted the standard specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be -zonstructed or placed in Petitioner's development are incomplete, but Petitioner has nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improveme:ts will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with the development , with the intent and purpose to complete all public improvements except. side-al.ks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petttioner is hereby bound to comply with all subdivigi�n standards as set forth in said Subdivision Ord?.,ance and the standard specification adopted by the City of tigard, or as may be otherwise approved by the Publi^ Works Department and to use only such material and to follow such designs as may be required to conform thereto. Petitioner shall provide certification of installation conformance, via a registered civil engineer, to the City prior to City inspection of petitioners improvement work for City tentative and final acceptance consideration . (2) To assure compliance with the City' s requirements and the previsions hereof, Pekibiellet kendeiga surety bond in form approved by the City, with liability in the amount of $ 1' 1 , - i ,. ,u may tlIuir�1 bs, -)ubmltted Iio ! 11- ('.11.y' lit.l r 1 V t Cul rlltry of • 11 f Ina] plat , (3) In the event. that. Petitioner shall fail , neglect or refuse to proceed with the work in an orderly and progressive manner to assu-e completion within the ttme 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 1 i charge the costs hereof against Petitioner arid Petitioner' s sureties and in the event same be nut. paid, to bring an action on the said bond to recover the amount thereof. In 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 attorney' s fees and costs 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 Petitioner' s sureties specific perform-ince of the contract and c,)mpliance 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 Cit-' s attorney ' s fees and costs, both in the Trial Court and Appellate Court, if any (4) Petitioner, concurrent the with execution hereof, has deposited with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Portland General Electric Schedule 091, Option "B" , together with a further um equal to the estimated cost of providing electrical energy to energize the treet lighting facilities for a period of two (2) years from the date of nitial energizing of said lights. Said nount being $ 635.1)4 (5) The City agrees to make and provide periodic and final inspections which in the City' s interest are desirable to assure compliance herewith, in consideration whereof the Petitioner has paid pry cribed inspections fees .* (6) The City agrees to install :treet identification and traffic signs ' within the said subdivision, in consideration of payment in the amount of $ 112.00 (7) fit 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 the readiness for acceptance consideration inspection and upon notification by the Department of Public Works that the requirements of the City have been met., the Petitioner will submit to the City a good and sufficient maintenance bond if not already provided with the performance bond, form approved by the City, in the sum of i $ s6,--) 17.00 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after tentative acceptance of the public improvements by the City Upon receipt of certification by the Department of Public Works, that all requirements have been met, and a One Year Maintenance Bond, the City Council agrees to ten*atively accept the public improvement subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (9) Chat in addition to or supplementary of the requirements of the City' s Subdivision Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations *Project fee $ _ILL — Sewer Fee $ llo54.40 � r (a) None of the lots of Petitioner' s subdivision as described m,Ay bo (iccupied for residential purposes until an occupancy permit is issued under S authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to e occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision riot later than 3 years f ;i the date of this Subdivision Improvement Contract. (b) All landscaping trees on that, portion of each lot between the public sidewalks and the curb (parking area) is required, shall be planted in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and applicant for occupancy permit occurs witiin any calendar month from October to April of any year, such plantim s may be ,referred until the next following growing season. Tn any event, all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the date of this subdivision improvement contract. (c) After tentative City acceptance of the public improvements, the Petitioner agrees to place a 0X'f4 X'94X asphaltic con-rete-Class "B" overlay on all roads within the development; placement scheduling to be approve by the City . (d) Compliance with all terms and provision, specified theretofor said subdivision development by the Council and the Planiing Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision . ordinance. conditions specified by the zone use classification , 1d, also, on the approved plat(s) and plan(s) . _ (e) Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent or arising during the guarantee period as hereinabove set forth. (9) At such time as all public improvements have been completed in accordance with the City ' s requirements, Petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the Council agrees o accept said improvements for operation and maintenance responsibility, thereinregard, and release the Petitioner' s guarantee bond. (10) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner agrees to cause to have said bond executed and filed with the City concurrently with the exec-ition of this aoreement at or prior to the time this agreement is executed on behalf of the City . (11) The specific requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation secured by the aforesaid performance bond and the City shall be entitled to recourse thereto in the ovent of default on the part of the Petitioner with respect to any requirement thereof - 3 t IN W11NFSS WHEREOF , Petitioner acting by arid through its duly authorized undersign(•d officers pursuant to resolution of its Board of Directors has . caused this (Agreement to be executed, arid the City acting pursuant to ���9fhk-inn of its Council adopted at a meeting thereof duly and regularly held an the I �` day of -, 19 _, has caused this agreement to be executed by i May rand Recorder. BLAZER 101/lS INC. By: 41 By: THE CITY OF TIGARD, OREGON By: . �. c_ 4 •,• Bt Recorder 5'fA—r OF OR1x,011 ) c'c)liP0RATY C„rnty Of Clackamas ) On this 27th : June 19 85 hr-faro ine ;ippea.•+,-i Dennis L. Derby find l,(+1 h to vle duly «cern , did .',iv ; . i, i I), f I+( it 'i d Dennis L. Derby tlo, Blazer Homes Inc. I, ni,rnr> n c iind Dennis L. Derby N,'}CIIV' Iid, '' 1 1(1 It( r','( I ll i X11 Iid '� �� `f JW NML N (COMPASS CORPORATION ENGINEERING — SURVEYING — PLANNING M � 6564 S.E. LAKE ROAD (503) 653-9093 S MILWAUKIE, OREGON 97222 ,1uly 19, 198") Mr . Randy Clarno Tigard Public works Department P.O. Box 23397 Tigard , Oregon 97223 Re : Shadow Hills II Subdivision Dear Mr . Clarno: Mr. Bob Thompson of your office contacted me and asked that I send to you the stor. n calculations for Shadow 'lilts II Subdivision. Enclosed is a copy of the storm calculations for your information . It should be noted that the subdivision is located at the beginning of the drainage basin. Detention for the site was divided betwe.en the Orchards detention pond and the Shadow 11ills I detention pond. 38% of the detention or 508 Cfs. is to be stored in the Uchards detention po:id. 62% of the detention or 830 Cfs. is to be stored in the Shadow Hills I detention pond. I hope this information will be helpful to you. If you have any questions or require additional information, please contact our office . Sincerely yours, Lee A. Brigy ' .E. LAB:k ja Enc] nsure PR0.EDURL FOR DETER,"INING RUNOFF RATES AND REQUIRED DETENTION VOLUME I. UNDEVELoOFED RUNOFF RATE 1: Total Area of Site, Atot '7,89 Acres 2. General Slepe of Site . . . . . . . . . . . . . . . . . . /[% 3. Funoff Factor, C, for Undeveloped Site (Use Sheet 2) . . . . . . . . . . . 3S 4. Longest Travel Route of Runoff a. Length . . . . . . . . . t• b. Drop . . . . . . . . . . . . . . . . . . . . . . . . EG C. Condition (overland flow, channel, pipe. etc.) . -L,E?(.ANO 5. TLne of Concentration, T , (5 Minute Minim=) (Use Sheet 3) . . . . . . . . . . . . . . . . . . . . s S 6. Rainfall Intensity, 1, for 10-Year Storm (Use Sheet 1) . . . . . . . . . . . . . . . . . . . . . , 2. 5 7. Peak Undeveloped Runoff Rate, Q-CIA (Line 1 X Line 3 X Line 6) . . . . . . . . . . . . . . 5 �-{S II. DEVELOPED RUNOFF HATE 8. Impermeable Area, AI. 9. Permeable Areas A . . . . . . . . . . . . . . . . . 7.4 P 10. Runoff Factors, C, for Permeable Areas (Use Sheet 2) . . . . . . . . . . . . . . . . . . . . . .z Z L1. Composite Runoff Factor, C Line 8 X 0.9 Line 9 X Line 10 Line 1 { Line 1 12. Time of Concentration, T.9 For Developed Site (Use Sheet 3) -r5 13. Rainfall Intensity, I; for led-Year Storm With T - Line 12 (Use Sheet 5) . . . . . . . . . . . . . 4 r 14. Peak Developed Runcff Rate (Line 1 X Line 11 X Line 13) . . . . . . . . . . . . . . III. REQUIRED DETENTION VOLUKF (Use Sheet 6) . . r 3 3e, ? !'+ 3 /(� L.UO .6+t= �•7bAc _7 3,'7 38 .. -=, p ' �-N1 To � 1 ,�-� e9 'rte 3 8;c �� ,.` ! ,►1 ''�'v(.c.c. � 15-C)8 � 3 Arima 7MPRI)n �.l�C(.et4 ?�O �r - 12,146 (✓1JL�.i- �� _ '�-r`- ��El ,,, /fc � l �pt otatpo�� COMPASS CORPORATION ,. ENGINEERING-8URYEYING•PLANNING '�cF rb �g 6564 S E. LAKE ROAD A. BRI a MLLWAUKIE,OREGON 97222 ' - - 10000000 TELEPHONE 6539093 - OREGON STATE HIGHWAY DIVISION HYDRAULICS MANUAL Suhrrcr 'ave 8.39 RUNOFF FACTORS FOR STORM SEWERS Rewnion. -approved hurt TABLE 8.5 RUNOFF FACTORS FOR STORM SEWERS Flat Rolling Hill 2% • 10"'- Over 1001 Pavement & Roofs 0.90 0.90 0.90 Earth Shoulders 0.50 0.50 Drives & Walks 0.75 0.80 O.S5 Gravel Pavement 0.50 0.55 0.60 City Business Areas 0.80 0.85 0.85 Apartment Dwelling Areas 0.50 0.60 0.70 Suburban, Normal Residential 0.45 0.50 0.55 Dense Residential Sections 0.60 0.65 0.10 Lawns, Sandy Soil 0.10 0.15 0.20 La,Ans, Heard Soil 0.17 -122- 0.3` Grass Shoulders 0.25 0.25 0.2; Side Slopes, Earth 0.60 0.60 06 0 Side Slopes, Turf 0.30 0.30 0.30 Median Areas, Turf 0.25 0.30 0.30 Cultivated Land, Clad and Loam 0.50 0.55 0.60 Cultivated Land, Sand & Gravel 0.25 0.30 0 -'; Industrial Areas, Light 0.50 0 So Industrial Areas, Heavy 0.60 0.00 Parks & Cernetanes 0.10 0.1 Playgrounds 0.20 0.30 Woodland and Forests 0.10 0.15 0.20 Meadows & Pisture Land 0.25 0.30 0 0. Unimproved Areas 0.10 0 20 30 - Z- 0 0 1_S H (FT.) 500 400 Tc (MIN.) 300 EXAMPLE — 200 = Height r IOOFf. = ISO 200 Length c 3,000 Ff. J = 150 Time of concenlrotion :14 Min. — 100 =7 _ _- so o X100 L (FT.) 60 0 ` ""r4 � - — 60 Q so -�„M��(E z - 40 2 — 40 \ � ` J _ 5,000 0 _ 30 W CO — 30 �¢ --..L 3.000 25 Note: z = PO — 20 Use nomogroph Tc for roturol — 2,000 `� W = `� _ basins with well definddj;honnels, C) = 1500 Z-� t5 GLI for overland flow on bore - 0 - _ 10 ear th,ond for mowed gross rood- � = 1000 U _ 10 cn - tide channels. For overland flow, grossed sur- W _ , 60o -) O — e Wo _ faces, multiply Tc by 2. '� - — 6 — 5 For overland flow, concrete or ? 500 — y _ — 4 asphalt surfaces, multiply Tc z _ 4 by 0.4. x — 300 _ — 3 For concrete Channels, multiply - — 3 Q Tr, by 0.2. — 200 150 — 2 100 - • — I — 1 Bostd on study by P.Z. Kirpich, Civil Enginetrinp, Vol,10, No.6, June 1940, p. 362 Fig. 1-e - Time of concentration of small drainage bagine. E �l I '. WI:.UW,1UU 577 .__ -,. M: AkL..AN'D, 5' �1 l ? t, > h. QF t h �_ -�-__-__....___ -.___....._____---.^--- ------.•-----_-.,..._.._ ____--_ ..+-..-....... . 'tom �}r7� , r4� t - j 7 �cri 1"VF r J kFJ I C ci IPA D. J` lu Gill > T .0 3 Q. ^ 0 — U W O ��cu Q ul + }' 7 3 g ) _c) — YOwl �� u) (fir Coll: + F 7 O W O R 1 -r =; L ' -0. �. Nil► ..t W - Q N ' - � r - -- lus,u - __ — 30, 1+10 w I -- __ 4 a Si : +2C �.� 4+ 17 3 _G.B.�� !2 _..__,_ 4400 0c Owl G - a V4 Ll- �no Rj I_ U: 4(0 39 o 3)r 0 + OC o ` 1 WSJ I1 " r ,^— J Lu N LU c cfl ,r s 4 I 'i ` y (.c 71..'1 :• E X �T'I Ai v 1 � Gr`, `'� /•, gC, C-h. j_+_ I a 3'l 0 3,707 3�r f I � pv , * C.Q. + 3� �, � I eIM 3m0.00 { I•B. .N 357. i7 I ) — -- - -- - -._....- _-- - � _ I.E IZE-MOVE: I.F, �..•4 X50 { _ _. _ 3 0 0 ? -�o 0+00 FIN ,=,�' �.�, �- i. .�• 7-• ^ r r Z I r r "OT E x , t'T 1 �i Imo,^:t►y _ _._ .. _._.._ _ i _-- ' .•', / �-___,_, I ". �. •-' %,� �,.L�. ,� �1 _ ., __----- /"� F 1.4 f Lam^i f a,E N 409 r» 1z')Z�l 4` �` 11-1 -'c .. l' •'r / ' • '� { 'J�,. ,• t.., '.t. I ��`i i•IrE G •►' UQ �/ITrA/ /r y�r _I.,1 t•t� '► f + 4,E 1100 Lel, 11V 4 --- ' - r:, r .. U , . sur• rz ,. :h� — _ _..____....� 311a • c*. ''?• ST, ►.�.{ C +!�W C��„1' ;•`��'1. -.., iiA:�:�:-'���.a'- +_� ___ I 1•OG rJ+ocO i 1 + On 0+00 1+00 AfLX PR ,t,kN so c-tT w 112,146 r' OKGON FOR APPROVALS ONLY `��q fag% '`' "NOT FOR CONSTRUCTION" SHADOW HILLS II JUN 0 3 1985 ----"-- DRAWNM.M M DESIONEDL A B CHECKED COMPASS CORPORATION V- -- Mr. Dennis Derby t" = 10' HOR Road & Storm Sewer Improvements -- -- - --- SCALE 1" - 1 p' v I, DATE MAY 1986 . • , ENGINEERING SURVEYING PLANNING P P .O . BOX 23332 Profiles 6 OTE No REVISION FILE e5 - 2139 - 1328 65645ELAKE EOREGROAD 150312221652 Tigard Oregon 97223 Phone . 638 -6622 t}77 *Tn MILWAl1KIE OREGON 91222 150316539093 A,i3Om0rr•t. 1 A HIt,=nnnt Company P., L•f'•l MLLS NO . , 4) 5 OF 1 . 00 . __ -_.. i I ` . .i � r r r �i c il► rlr rlr �I rig t I r r r r! r r r r r �01 M I I i t I � I J l NOTE; IF THIS MICROFILMED T e 0 II 12 1 DRAWING IS LESS CLEAR THAN ► THIS NOTI,"I'T IS OW TO , � QUAL TY OF THE ORIGINAL ► RAWING. Ot 0t •� l> OL se or c8 --'22 18 oZ of=—of c1 91 S1 1 I EIof I of L 9 S 0• 6 8 r.wu. . --' ,,,�'"''- - -- -.� ���uubu�lwiliu�lh�nl►y�nh;r�r�turr�ttalnl�+law�wd ' rl -L- JULY IINIIIIIIf111I{IHIII r -JULY 692' 4 Q V r -1p N) W 9 id4 LAT "A" W 11 + 02. LAT. "A" 1010,445-0iO35rV. STA. 11*09.05, tour. o 1 C .899 zoo zB1, ZOO C)A+.31 1 -5T A-4 10' �iASE- cl < C-4 Qcat; �j 8.--84 FAV In A 1)r-1. 2 < ?AV. 12- < 9. Li- (3 -7.5/ Z, GLJ 115 U EAST. 77 47A 17 ASP 00, A C.P74 + T6 TA 72, _j u LAT. A -3 p S ko -JI LA - 64 17 LAT. "Aq AT, 01 All p-, A 5TP STA , 5 12 .11, 10 t2T 4-0 t 19" 691 fmoz..94 z Mi 12 1; ..AT. "A 1 19919 . 26 2- 4 0'7) 1 19 9 Q 8 3 11 0 00 AT. 6TR. 5T9+90. li , ice L.T. 10. 59 6),- "1 14 + .1 LAT 4- (14 u 2. + 6 /6,4 ' 19 8 8 15.B I I 10Z�pj 4'7*7 OUT Qv- le F__ 'T 168 1 39 t3 TE'r: --Z' (.LJTTF_R �-U2,?L 39' -FF To L:k J7 F ASP L A 68 I-A-r ,TQ. -:JT A 215. 8'7 10 R.T. C. ;7. 7 LAT. C OT. 8 5ANITAI2Y 5;WEZ CPT. 10 W WA7P-P- t.z LAT 'Ar 'A fmk + + I E E T ——— 4- E:A,.-; 11564 Z,.7 ;0151!; 47'TV4- k, Hnn - 12,146 L A"_ A" OAFGON r, ��� — `�7a1 089 FOR APPROVALS ONLY A. "NOT FOR CONSTRUCTION " SHADOW HILLS II .• , JUN 0 3 1985 DOIAW14M H m CHECKED I . I DESIGNEDL COMPASS CORPORATION Mr. Dennis Derby SCALE As_ 5HO.WN_ ]DATE MAY 1195 A&Nt ENGINEERING SURVEYING PLANNING P.O . Box 23332 Sanitary Sewer Improvements 4 DATE NO 3 1 0 N85 - 2139 - I iza 6564 S I LAKE HOAL) 15031222.4652 Plan FILE MILWAL)KIF OREGON 97222 (503)653 9093 Tigard , Oregon 97223 Phono: 638-6622 *111~6 P—,.awepl,ml componv VIM SHADOW HILLS NO . 11 6 OF 15 " ) I1I ji�"Il�r�t��r �j ( 1 �rli ) l � lr�f I � (rlr >Ilrirli tlliirll IIIiIrI IIIIIrI �Ilirll- 11rI.F.IiIIIIiIrI �rl_i►I_lr�r.i, ���..lr s_7 -ism NMI, 7 1111LI Jill if, KI'(01 I I I Itlifill Jill I 0 Y1 , I 4 NOTE: IF THIS MICROFILMEV 2 3 4 5 7 9 10 11 DRAWING IS LESS CLEAR THAN THIS NOTI9m--TT IS OW TO 6=1TY OF THE ORIGINAL • DRAWING. - 62 of L#,-" Of- a tit ta at la 0z 61 of LI 91 61 fo I cl 91 11 01 S 1111, c I $mom -A---AL A JULY 6 992 - INTENSrTY DURATION Ct i i 4 t i t W 4L N 3 -- U U Z 7~ H Z Z W z 50 . 10 25 100 YEA 7 fAE`�fr;Cy l OI 0 20 40 i0 60 100 1.0 177 DURATION (MINUTES) EAST WASHINGTON COUNTY INTENSITY OURAT ON CURVES 40 ! S I 30 - � tS o Y s \1t! C.: a 2 0 N 2 I.S r 1.0jE 4R FgEG�ENC1 0 S t �"---�................... 0.0 I t0 40 60 •0 100 120 040 ISO 140 IV--5 8 DURATION (MINUTE!) N � Doti: See Appendix fit East MultnomaA County. RAINFALL IN'1f 67-TY CHART FOR EAST WASHINCT(N MCMV. r F-01, LS yEAe STtiRM l - (Irl) TAME OF 91400-F IN SECOND r= pER ACRE CUPATICN(,Mini Iari-ENSITY (Fir) 0.20 0.30 0.40 0.50 6.60 0-5 3.40 0.68 1.02 1.36 1.70 2.04 6 3.08 0.62 0.92 1.23 1.54 1.85 8 2.77 0.55 0.83 1.11 1.39 1.66 10 2.55 0.51 0.77 1.02 1.28 1.53 12 2.34 0.47 0.70 0.94 1.17 1 .40 14 2.20 0.44 0.66 0.88 1.10 1.32 16 2.05 0.41 0.62 0.82 1.03 1.23 18 1.90 0. 38 0.57 0.76 0.95 1.14 20 1.78 0. 36 0.53 0.71 0.89 1.07 22 1.68 0.34 0.50 0.67 0.84 1.01 24 1.60 0.32 0.48 0.64 0.80 0.96 26 1.52 0. 30 0.46 0.61 0.76 0.91 28 1.45 0.29 0.43 0.58 0.73 0.67 30 1.40 0.28 0.42 0.56 0.70 0.84 3� 1.25 0.25 0.37 0.50 0.63 0.75 40 1.15 0.23 0.35 0.4G 0.58 0.69 45 1.08 0.22 0.32 0.4.3 0.54 0.65 50 1.00 0.20 0.30 0.40 0.50 0.60 - 60 0.90 0.18 0.27 0.36 0.45 0.54 70 0.82 0.16 0.25 0. 33 0.41 0.49 80 0.77 0. 15 0.23 0.31 0.39 0.46 90 0.71 0.14 0.21 0.28 0.36 0.43 100 0.5, 0.13 0.20 0.27 C.34 0.40 120 0.60 0.12 0.18 0.24 0.30 0.36 NOTE: alues in able are cbtained by qultiplying )ntensity Mmes runoff coefficiert. PI(;ZJFt£ I ' page 8 omitted _ AO" Vow"E CALCULAT-ow SHEET A 3 C D E Deration Time _Intensity for Inflow Rates Storad Rates Detention Volumes Start at Tc 36-year stone (line 1 : line 1: -�T (Col C - line 7) (Col A : Col D 1 60) i (use sheet S) s Col S) Store Maximum Vol— (&in) (in/hr) (cfs) (cfs) (cu. ft.) I _ -3 21r- z4 J3 �,a X73 E z Zo )- 49 7 -7 q - I i GAARDE ST \ � SITE � � �•`,—'�5w w�L�wooc HT1 +/1J BULL %ApU�7►,11J IZD A VIC ! Nl ITy _ MAP h J L i i e 0 CDin NM 0+ 8Z LAT A _ 25' uTl L I TY Exit Ex15TING 0 EASE. � 4tY'27 AL T h 5ANITAR`( NH Ot00 qO E)( 5TING SAN '' WATER :LINE-� �10� UTILITY 31 Ex15TING 8" ! I i �' GA�EMENT SANITARY SEWER i - t- vv ,(— — W co- -in .-- - -- - �� — 55 — -_-- //tl; 0+00 LAT 5 • 15' UTI LI�Y I 5d 5ANIT RY 5EWeR LAT"As I N 1/ N'}1 Or 34 LATA EASE. EAI 5TING IB. `t (� STORM L, E �M10+45 9 1 3 ' �/EAI5TING 12 W � /- p � 3 EX15TING 4" D• I P. WATEQ 5 T O R M M-1 0-►•0 0 15';�t LING i 'N 4 bZ7 LATA MH or 00 ST. #/ 2 1 J iUT;LiTY 5T.0I \ J I EASE _j M LINE 0 I j : W. h'1c W N � \ � C E. 3+(05 5T. 5ANITARY ( �� 0\ 5E%,vE Q 15' UTI LI TY ' �, ( ' ` 15' UTILITY EA°5F. 3 LAT EA5E MENT 2 \ i j �. C 5 4-+05 5T. j* I / T _-- I s�0 QefZ T Y ( M 1 912't LAT /h MA 4+ 15 LAT 5 8W ATER T I . I � Cr— — — — M4 $+ 2b I 5Tc:2M LI NE +0 LAT ' A ! I s� J 4 \ .\ z0' UTIL ITY EASE / 440 3 A KEA i kr' + Nil0�t 0 0 LAT Q�- ' NH I +• 30 LAT A i C. 5. 3+712 5T W 1+05 LAT 'C" / / —/2-5? CITY OF TIGARD / Washington County, Oregon NOTICE OF FINAL ORDER - BY PLANNING COMMISSION I. Concerning Case Number(s): ZC 8-35, PD 2-33, S 4-85 2. Name of Owner: Kenton b Gala McCriegth 3. Name of Applicant: Blazer Homes Address 19697 River Run Drive City LO State OR Zip 97034 4. Location of Property: Address 10 acres west of Shadow Hills Tax Map and Lot No(s). 2S1 103D lot 900 5. Nature of Application: Request to modify condition number. 1 of final order 35-10 PC dated Mag9_ 19i5,.Lo allow access frnro lest 11 to Wi1_dwood Lo be on either strlp of for I?_ 6. Action: _X Approval as requested Approval with conditions Denial 7. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant 6 owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON .July 14,I1tt5 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 12755 SW Ash, P.O. Box 23397, Tigard, Oregon 97223. 9. A eal : Any party to the decision may appeal this decision in accordance with 18.32.290(A) and Section 18.32.370 which provides that a written appeal may be filed within 1.0 days after notice is given and sent. ":ie dendline for filing of an appeal is ,July 10, 1955 10. Questieus: If you have any questions, please call the City of Tigard Planning Department, 639-4171. (0257P) CITY OF TIGARD PLANNING COMMISSION FINAL ORDER NO. 85-10a PC A FINAL ORDER INCLUDING FINDINGS AND CONCLUSIONS, WHICH MODIFIES CONDITION #7 OF FINAL, ORDER 85-IOPC DATED MAY 9, 1985, THAT APPROVED AN APPLICATION FOR A ZONE CHANGE (ZC 8-85), SUBDIVISION (S 4-85), AND PLANNED DEVELOPMENT (PD 2-85) REQUESTED BY GAYLA AND KENTON MCCRIEGHT. THE MODIFICATION TO CONDITION N 7 ALLOWS ACCESS FROM LOT 13 TO BE ON EITHER SIDE OF LOT 12. The Tigard Planning Commission reviewed the above request at a public hearing June 4, 1985. The Commission based its decision on the facts, findings, and conclusion noted below: A. FACTS 1. General Information CASE: Zone Change (ZC 8-85), Subdivision (S 4-85) Planned Development (PD 2-85) REQUEST: For a Zone Change from R-2 to R- 2 (PD), Residential, l Units/acre, planned development) and preliminary plat and conceptual plan approval for a 19 lot subdivision. COMPREHENSIVE PLAN DESIGNATION: Low Density Residential ZONING DESIGNATION: R-2 (Residential, 2 units/acre) APPLICANT: Blazer Homes OWNER: Kenton 6 Gayla McCreight 19697 River Run Road Rt. 1 , Box 925B Lake Oswego, OR 97034 Beaverton, OR 97005 LOCATION: Between Shadow hills and Ames Or- hard subdivisions on the north side of Bull. Mountain (WCTM 2S1 IOBU, TL 900). 1. Background The property was annexed to the City on September 1.1, 1978. A partition was approved in 1980 (MLP 11-80) which resulted in the creation of a one acre lot on Bull Mountain Road and an undeveloped 10+ parcel. A z, .1e change and partition application (LC 1-82 and MP 2-82) was received relating to the larger parcel but was withdrawn before final action was taken by the City. The Planning Commission approved the application with conditions on May 7, 1985. 3. Vicinity Information Single family residential subdivisions containing lots ranging in size from 20,000 square feet to one acre lie to the east and west . The areae to the north and south consist of acreage homesites and undeveloped tracts. With the exception of several small parcels the land north of Bull Mountain Road is within the City and is zoned P-2 and R-1 (Residential, 1 unit/acre). FINAL ORDER NO. 85-10n PC - 7,C 8-85, S 4-85, PD 2-85 - PAGE 1 4. Site Information The property has 1.20 feet of frontage on Bull Mountain Road which is designated as a major collector and is presently under Washington County jurisdiction. Only two lots (13 & 14) are proposed to gain direct access to Bull Mountain Road. The remaining lots will have frontage on a loop street that will connect: McFarland Blvd, and Wildwood Street which presently end at the western boundary of Shadow Hills subdivision. The lots will vary between 14,600 and 29,500 square feet. The proposed Zone Change allows for lot sizes below the 20,000 square foot minimum, but the overall density of the development may not exceed what would be allowed under a normal subdivision procedure. After subtracting the area committed to streets, the net acreage divided by 20,000 square feet (minimum lot size for '`he R-2 zone) establishes a maximum of 19 dwelling units for the property The developer indicates that in addition to the extension of McFarland Blvd. and Wildwood Street, the utility lines in Shadow Hills subdivision will be employed to serve this development . 5. Aqency and NPO Comments The Engineering Division has the following comments : a. Access for Lot 13 is not identified, but it should be directed to Wildwood Street. b The right--of-way standard for Bull Mountain Road is 35 feet from centerline. Additional right- of-wa.y dedication along the property frontage will be required . C. Due to the location of the property and the nature of improvements that will be necessary on Bull Mountain Road, half--street improvements are not appropriate at. this time. A non--remonstrance agreement was a condition of approval for MLP 11-80. If this was not property rPc:.,rd2d, such an agreement should be required at this time. The Building Inspection r' ice has no objection to the modification of Condition V. NPO #3 has no objection to the request . 8 ftNDINGS AND CONCLUSIONS The relevant criteria in this case are Statewide Planning Goals 1, 2, and 10; Tigard Comprehensive Plan policies 2 . 1 . 1 , 6.3 .3, 7 .1 . 2, and 8. 1 . 3; and Chapters 18 46, 18 .80, 18. 160, and 18 .92 of the Community Development Code. The Planning Commission concludes that the proposal is consistent with the applicable Statewide Planning goals and Guidelines based upon tho following findings - FINAL ORDER NO 85- 10a PC - ZC 8-85, S n 85, PD 2. 85 - PAGE 2 a. Goal. #1 is met because the City has adopted a Citizens Involvement progrdii including review of all development applications by the Neighborhood Planning 3mianization (NPO) . In addition, all public noti,,:e requirements were inet. b. Goal N2 is met because the City applied all applicable Statewide Planning Goals, City Comprehensive Plan Policies and Development Code requirements to the application. C. Goal N10 is satisfied because the proposal will provide for housing as contemplated by the City Comprehensive Plan, The Planning Commission has determined that the proposal as submitted, or with minor ,iodification, is consistent with the relevant portions of the Comprehensive Plan based upon the findings noted below: a. Policy 2, 1 . 1 is satisfied because the Neighborhood Planning Organization and surrounding property owners were given notice of the hearing and an opportunity to comment on the applicant' s proposal. b. Policy 6.3 .3 is satisfied because the development proposed includes single family residences on large lots . This is consistent with the character of adjacent development and the requirements of the R-2 zone. C. Policy 7. 1 .2 is met because adequate water, sewer, and storm sewer facilities are available. d. Policy 8. 1 .3 will be satisfied by limiting direct access to Bull Mountain Road to one lot and by t:he conditions of approval that will require the subdivision streets to be build to City standards The Planning r<.,mmi—tion has determined that. the proposal is consistent with the relevant pf-rtions of the Community Development Code based upon the findings outlined hs,;ow: a. Chapter 18 .46 is satisfied because the proposal is consistent with the uses and residential density permitted in the R--2 zone b. (,,hapters 1.8 .80 and 18. 160 are met because the preliminary alat/detailed plan is in conformance with Code requirements. • C . Chapter 18 .92 is satisfied because the number of lots proposed is consistent with the number allowed after the density calculations are applied. C. DECISION Based r )or) the findings and conclusions above, the Planning Commission approves the request to modify Conditions M7 as Fallows : 7. Access for Lot 13 shad] be provided by a 15--foot ownership to Wildwood Street. FINAI iRDFR NO. 95 10a PC 7C 8. 85, S 4-85, PD 2-85 - PAGE 3 It is further ordered that the applicant be notified of the entry of this order. PASSED: 1"hi s day of __z� � 1985, by the Planning Commission of the City of Tigard. T! 000, c A. Donald Moen, President Tigard Planning Commission (EAN:pm/1540?) TINA[ ORDER NO. 85--10a PC ZC 8-85, S 4--85, PD 2-85 - PAGE 4 � s � Unified Sewerage Agency of Washington County 150 N. First Avenu• Hillsboro, Oregon 117123 503 648-8621 July 15, 1905 City of Tigard PO Box 23397 Tigard OR 97223 Gentlemen : SUBJECT: (-)IMOI HILLS II The construction plans on the above-referenced project, have been approved by the Unified Sewerage Agency. if you have any questions , please do not hesitate to cull . Sincerely , Terry Chamberlin Design Engineer TC : ,i b Enc . 72--4111. COPY 1571-iUCTION LATE_ SITE _____DATE �. E _ �A;E bW SU LL MOUIJTAIN R� Q� VICINITY M Ap..._.._. . .,_ c I" i 000' f)ATc __.DATE__ APPROVED ltirF'ntiv�:i� :.'• UNIT IE_USEV,„,p NOTES ATERIALS TO CONFORM TO 1989 EDITION OREGON CHAPTER WORKS ASSOCIATION (APNA) AND THE UNIFIED SEWERAGE rANDARDS AND SPECIFICATIONS. )BTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO RUCTION. .L NOTIFY COMPASS CORPORATI _)N AND THE CITY OF BEFORE STARTING CONSTRUCITON OR 21 HOURS BEFORE FTER SHUTDOWNS, EXCEPT FOR NORMAL. RESUMPTION OF SATURDAY, SUNDAYS OR HOLIDAYS. CONTRACTOR SHALL CORPORATION OF ANY SHUTDOWN SO AS TO ELIMINATE PECTTON TIME,. THE SIDE SEWERS SHALL EXTEND LITY EASEMENT AND ONE FULL OF PIPE BEYOND THE DF-WAY. MANHOLE EXTENSION RINGS SHALL OF I.,IMITF.D TWEI VF, INCHES TOTAL HEIGHT. C..1jY OF TIGARD.L.,OREGON COUNCII AGENDA ITEM SUMMARY AGE-NDA OF : 1985 AGENDA ITEM #: DATE SUBMIT TED: Julj_ 3, PRL"VIOUS ACTION: None ISSUE/AGENDA TITLE: Shadow Hills II Subdivision Compliance Aqreement PREPARED BY: Development Services Dopt Authorize Mayor• & Recorder to ux(--Cute in Citv' s behalf. REQUESTED BY: John Haqman DEPARTMENT HEAD OK: CITY ADMINISTRATOR: POLICY ISSUE INFORMATION SUMMARY i. The proposed "Shadow Hills [I" subdivision is located west. of Pacific Highway and north of Bull Mtn. Road , The preliminar-y plat. has been approved by the City. 2. The attached Subdivision Compliance Agreement has been Submitted by the developer, as is required by the City, to assure completion of installation of all public facilities within the proposed subdivision. I . Construction plans are ready to be issued and all required public improvement fee' s have been paid . 4 . The developer intends to construct all public improvements prior to recording of the final plat, ............. ALTMATIVES CONSIDERED SUGGESTED ACTION Authorize tht, Mayor atrid city Ror.order- to execute thv Subdivision Compliance Agreement for Shadow Hills 11 in bohalf of the City . 1577P dmj r SUEDIVIS?ON COMPLIANCE AGREEMENT • THIS AGREEMENT dated the day of 19 between the CITY OF TIGARD, a municipality of Oregon, hereinafter termed the "CITY", and Blazer !1umu- LIIC. jn Hrc",o i CurpoI'J:.1011 hereinafter termed. "Petitioner". W I T N E S S E T 11 WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as Shadow :li.11s 11 , Willamette Meridian, Washington County, Oregon; and WHEREAS, he City has approved and adopted the standar' specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be constructed or Flared in Petitioner' s development are incomplete, but Petitioner has nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdiv'.sion by legally enforceable assurances that the public improvements will be installed as required and completed within the time hereinafter set forth . tNOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner al,d its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with the development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subd!vision Ordinance and the standard specification adopted by the City of tigbrd, or as may he otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. Petitioner shall provide certification of installation conformance, %,is a registered civil engineer, to the City prior to City inspection of pet'.tloners improvement work for City tentative and final acceptance consideration . (2) To assure compliance with the ;;ity' s requirements end the provisions hereof, - ttkendeig heiewlbh be khe Giky a surety bond in form approved by the City, wi!h liability in the amount of $ I' I , n1 11 , I, ! I ,I In I . ,li I ,'If . (3) In the event that Petitioner shall fail , f,.rglect or refuse to proreed 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, en,+ such default and failure to proceed continuing, thereafter, the City ,.v,ay at !t s option proceed to have the work competed And 1 few charge � charge the costs hereof against Petitioner and Petitioner' s sureties and in the event same be not paid, to bring an action on the said bond to recover the amount thereof. In 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 attorney' s fees and costs 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 Petitioner' s sureties specific performance of 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. (4) Petitioner, concurrent the with execution hereof, has deposited w, th the City an amount estimated to equal rental and maintenance fees with respect to the 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 of initial energizing of said lights. Said amount being $ 635.V4 (5) The City agrees to make and provide periodic and final inspections which in the City' s interest are desirable to assure compliance herewith, in consideration whereof the Petitioner his paid prescribed inspections fees ." (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ _) I2.UU (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 the readiness for acceptance consideration inspectio,, and upon notification by the Department of Public Works that the requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance bond if not already i•rovided with the performance bond, form approved by the City, in the sum of $" I'o- '_,7_Uo to provide for correction -if any defective wnrk or maintenance becoming apparent or arising within one (1) year after tentative acceptance of the public improvements by the City . Upon receipt of certification by the Department of Public Works, that all requirements have been met, and a One Year Maintenance Bond, the City Council agrees to tentatively accept the public improvement subject to the requirements for correction of deficiencies and maintenance for, a period of one year it? hereinabove set forth. (8) That in addition to or supplementary of the requirements of the (:ity ' s Subdivision ordinance and the provisions hereof, Pct.itioner binds itself to conform to the following requirements, scheduling And limitations: "Project Fee : '),t)Ua.OU eSewer Fee 2 - a. 1 ... ., .. _ .. ._M.. ...�.........._ - -mow+waw....w,w.....ww..sa.e.l�.w....wew+ueA.Y�.. .... (a) None of the lots of Petitioner' s subdivision as described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to e occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivis;on code shall be installed throughout said subdivision not later than I years from the date of this Subdivision Improvement Contract. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) is required shall be planted in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next following growing seasun,. In any event, all landscaping and trees in all areas shall be planter: and in place within the entire subdivision within three (3) yt�ars from the date of this subdivision improvement contract (c) After tentative City acceptance of the public improvements, the Petitioner agrees to place a 1)6*' X'p4Xi asphaltic concrete Class "g" overlay on all roads within the devclopment . placement scheduling to be approve by the City . . (d) ,ompliance 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) (e) Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent. or arising during the guarantee period as hereinabove set forth. I! (9) At such timer as all public improvements have been completed in , accordance with the City ' s requirements, Petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the Council ` agrees to accept said improvements for operation and maintenance responsibility, thereinregard, and release the Petitioner' s guarantee bond. (10) The parties hereto hereby adopt. the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner- agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this i agreement is executed on behalf of the City , i (11 ) the specific requirements of Paragraph 9 hereof shall for all t purposes be included as a part, of the obligation secured by the aforesaid performance bond Arid the City stiall be entitled to recourse thereto in the ev^^t of default in the part of the Petitioner with respect to any requirement thereof. • 3 IN WIINi �c>; WHLRUA icerI f f Petitioner acting by and through its duly authorized ,ander y iynr•rI o ;o,rsuant to resolution of its Board of Directors has caused this dgreemrr,, to be executed, acid the City acting pursuant to Iresolution of its Courr.il adopted at a meeting thereof duly and regularly held an the day of 19 , agreement to be exer.'Jt." by its Mayor and Recorder. has caused this BLAZER 110 .S INC- By:_. By: THE. CITY OF TIGARD, OREGON By: Mayor By: _ ---.__._..---- (Attach Notary Acknowic-driement hereto) Recorder Return signed copy to: Blazer Moines Inc. ['.O. Box 23332 1'i;;ard, Ore-,on 97223 (owns) INK SUB I)IVTS[ON PERFORMANCE BOND • Bond No. KNOW ALL MEN BY THESE PRESENTS, that we Blazer ao:aes lnc. , an Orejon Corporation as Principal, and a 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 municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ 181 ,435.00 , 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 present. THE CONDITIONS OF THIS BOND AND 081_IGAIION IS SUCH, that the Principals are plats inc' a subdi.visiuu • now:) as Sh;ldow ''li l is I1. located in the City of Tigard, Oregon, and have entered into a Subdivision Compliance Agreement with respect to timely development 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 truly observe 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 arxl under all ordinances, regulations and conditions of the Obligee applicable to said development and improvemert, 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 tc be filed or prosecutioned against 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 prevail, shall be entitled to recover such SUM as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF, the parties hereto have caused this bond to be executed this day of Blar.er 110111es, lnc. Principal By : (seal) (seal) By: (seal) (seal) (A true copy of the Power of Attorney must be attached to the original of Surety this bond ) Al,torney-in-Fact (0927P) N ICOMPASS CORPORATION r c ENGINEERING — SURVEYING PLANNING 6564 S.E. LAKE ROAD (503) 653-9093 S MILWAUKIE, OREGON 97222 July 12, 1985 Mr . John flagman City of Tigard P.O. Fox 23397 Tigard , Oregon 97223 Re : Shadow Hills II Subdivision Dear Mr . flagman : This leter is to confirm our conversation on July 11, 1985. As we discussed the contractor and owner have opted to use 8" P.V.C. 3034 pipe and 4" P.V.C. 3034 laterals instead of 8" concrete pipe and 6" concrete laterals for the sanitary sewer construction on Shadow Hills II Subdivision. You indicated that the substitution of 3034 P.V.C. pipe for concrete sewer pipe was exceptable to the City. Grimmett Enterprise, Inc. of. Forest Grove will be the contractor for this project. If you have any questions or require additional information, please contact our office. Sincerely yours , Lee A. Dri P.E. LAD:kja cc : Dennis Derby Y. CiRCULA I'U . CCS APPROVED FOR CONSTRUCTION ! ! ISSUED BY(C�of T��)DATE �j 1 T E GA aROE \ � !'4 F AR U.►tC �T DEVLF SERV DEP?. BY DATE OPERAI IONS C=-'. ISY nATE i �� �_ SW 'A. _DV400" 5T CITY ENGINES" E' " QOL►. MCS►. P.G E.CO.. 8Y_ ATE? SEN•TEL CO.- BY DATE-�� 1 V �CI ITy 0 STORER CABLE CO.: BY _DATE r N.W. NAT GAS CO.: BY;F)�VVDATE?-11-�� ham' I l 1.1--f-17 DIS: BY _DATFn/o' UNIF SEW AGENCY" BY DATE SANITARY SZWER NOTES �* wnQw AND AATERTAT.0 Wl, (-nucnpM Tn i oaa rnTTTnN nRFr:nN r'HAPTER T FC R T n, . • i r iI I l ' g o -6 cr M M C-Jumbia Federal � Bcff* 18 So. Mission aECEiVED P.O. Box 1609 Wenatchee, WA 98401 U�J (509) 662-3641 CITY OF TIGARD July 1, 1985 City of Tigard P. O. Box 23397 Tigard, OR 97223 Re: Shadow Hills II Blazer Homes, Inc. Loan No. 13-35399 ,ientlemen Columbia Federal Savings has closed a loan to Blazer Homes, Inc. to finance the development of the Shadow Hills residential subdi- vision. After deducting closing costs and land acquisition costs, we are holding $352, 113.50 to cov91- the physical costs of the de- velopment I interest costs. These funds will be disbursed as the work is completed and in- spected by the project engineer and a representative of Columbia Federal. Should the contractor- fail to k:omp:ete the work in an acceptable manner, Columbia Feder,! will withhold the funds and pay the party or parties who eventually complete the work. We financed the development of the River Run II subdivision in Lake Oswego with Blazer Homes under this program. "That project was completed in a timely manner- and without complications. Should you have any questions concerning t ' matter, please call. Y ur vlry t uly, J. Bi lanko ice President Commercial Loans PJB/cmj CIIYOF' TIFARD No. 5811 - = 127613&.W ASH P.0.60X 23391 TIGARD,0R 97223 -N-am- 7- ( (:a rQ Zer i-1 Grytie i , :. vic , Address Lot BlockfMap S� Ivislo`n/Address Permit N's Bldp. Plumb Cash Check Sewer he Other R y -- -- hr' cry tion Acct. No, e I ' Amount 10.432 Building Perrnit Foes 10.431.600 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees 10-230-501 State Bldg. Tax 10.433 Plans Check Fee t 10-435 Other Licenses & Permits - 30.443 - Sewer Connection 30.444 Sewer Inspectlon 24.448Street est. Dev. Charge 25449-610 Parks I Syst. Dev, Charge 25.449.620 Parks II S+LaL Dev, Charge 31.450 Storm Drainage Sit. Dev. Charge 10.430 Business tax 10 434 Alarm Permit 10.227 -- Bail_ 10.455- .._,. Fines - TraffO-Misd/Park_inQ_ 10-230 -_ CPTA Traffic/MisdlVic. Asst. 6 10.45Inuigen_ t Defense_ 30.446.401 Sewer 5f r,ricelUSA 3U•44t;-402 Sewer SolviceiClty _31.447 Storm Drainage Bancroft Prin. Pymt. - 40-471 Bancroft Int. Pymt. 10.451_ Other Charges for Services la.tjp IU-y r��u� ?.s •_CJ-fir.., i.�yl�c �__,�e� re.�ITM - - - TOTAL114 — 00 �.' cN 4 DEPT. PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: AOM ZN�, DAYF �1�, �E _AzER_tT ACCT, M DESCRIPTION AMOUNT 10-220 Refundable Performance Bond Deposit Q 10-435 Sion Permits HOP TU : 10-436 Public Sewer Plan Check/Inspection Fee 10-436 Public Storm Plan Check/Inspection Fee f 10-436 Public Improvement Fee, f S�pC • `'� 10-436 Street Openinq Permit s 10-440 Subdivision Applications ; S MLP 10-441 Zoning Applicatiuns: ZC CPA ZOA PO Mist SCE CU SLP Y s 21-442 Street Light Fee : 635 , 04 10-451 Document Sales: Bldg. s Enara. Planning Z o0 10-451 Street and Trafftc Signs 10-451 Land Use Actions/Fees: SJR _ 44 TOTAL (1045P) '4 .o CITY OF TIGARD, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPROVEMENT FEE COMPUTATION SHEET T Project Titla: `:>11��:�1� �r11L ��-` Impry j pe: SV$b\V\"J'10N Computed By: _ r Daae: 1 . PROJECT PERMIT FEE (T.M.C. 19 . 164 . 150) : A. Improvement cost estimate, less sanitary sewer. . . .$ 14 C' 075, (Adjusted Cost) $�. 0 3. B. 0.04 x $ 14 c �' _ (A,,justed Cost) 2 SANITARY SEWER MAIN, PLAN CHECK AND INSPECTION FEE (Ord. No. 85-02) : A. Contract surcharge applicable . . . . . yes, no, (agreement name) •c B. Sewer Improvement cost estimate $ 4 1i •(oC'. (sewer est. ) C. 0.04 x $ 1 L A ,_ (sewer estimate) (fee) ,4 1 [or) $100.00 min. , whichever is greater . . , . . . . . .$ 1 � '1 3 STREETLIGHT FEE (T M.C. 18. 164. 130 (x) 0 3 08.010) : ® A. P.C.E. Schedule No. 91 Option No. Type of Lamp !�,`t'.` Lumens/Watts S6po ; Type of Pole 1 z.N., kA-'%,o Height 19 B . $ 3 .9 3 x �p = $ z 5.5_6 /mo. (monthly rate) (no. of lights) (monthly rate) (no. ofpoles) $ Z 3. `'E` + G , Ems' x 24 months (subtotal lights) (Subtotal poles) 4 TRAFFIC--PEDESTRIAN SIGN FEE (T.M.C. 16. 164.030(u) : A. Stop: @ $ _ - $ (number) (each) (subtotal) B. St. Name: bhe @ $ 1\ 1, �-�—� = s_�L1�_ C. combo: O Tn C_ @ $ 19 0. No. Parking: E @ $ __— (Misc. ) F. @ $ - $ _ ,•v iyn(s) Total . . . . . . . _ y�— • -14_ 'i GRAND TOTAL (FEE'S DUE) . .� �.204. Rncoipt Mt. ; Date Paid: Check Cash _ 0920P AANKALWALMIK J� .June 14 , 1935 CITYOF TIIFARD WASHINGTON COUNTY.OREGON Lec A. Bri-;s Compass Corp. 6564 5.E. Labe Rd. flilwaukie, Oregon 97222 Re: Shadow [fills II Dear Mr. 3riggs: Enclosed, please find the Compliance Agreement and Performance Bond (forms) for said project. After s gnature 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 R check, in favo of the City of Tigard, Oregon, in the sum of $ 3,204.44 ; being the said agreement (therein stated) deposit/fee(a). Yours truly, John S. Hagman JSH:pjr 12755 S.W. ASH PO BOX 23397 TIGARD, OREGON 97223 PH 639-4171 -- � z � N 4 COMPASS CORPORATION 4- ik ENGINEERING — SURVEYING — PLANNING WE M 6564 S.E. LAKE ROAD 15031 653-9093 S MILWAUKIE, OREGON 97222 ,lune 13, Mr . John flagman City of Tigard P.U. Box 23397 Tigard , Oregon 97223 Re : Shadow Hills II Subdivision Dear Mr . Hagman : Please find enclosed a plan showing the mailbox clusters and Street Light layout. This plan is provided for your review. The additional items you requested to be included in the Engineer's Opinion of Construction Cost are as follows : Unit uanity Unit Price Total 1) Sidewalks L.F. 2200 $ 10. 00 $22, 000. 2) Street lights Ea. 6 1, 150.00 6, 900. 3) PGE trenching L..F. 2000 1. 50 3, 000. 4 ; Gas installation and trenching No Charge 5) Mailbox cluster Installation No ChaU TOTAL $311900. The street light locations are PGE's preliminary layout. Their final plan is forth coming. You also requested the correct name of the developer for bonding and City applications. The name and address of the developer of Shadow Hills iI is as follows : Blazer Homes, Inc. P.O. Box 23332 Tigard , Oregon 97223 If you have any c,aestions or require additional information, please contact our office . Since ely yours, Lee A. BriyyP .E. LAB:kja Encl . cc : Dennis Derby UnJiad Sewerage Agency of Washington County 150 N. Fi ret Avenue Hillsboro, Oregon 07123 503 848-8821 June 6, 1985 City of Tigard F.O. Box 23397 Tigard OR 97223 Gent.].omen : SUBJECT: HADOW HILLS II The construction plana on the above-referenced project have been approved by the Unified Sewerage Agency. If you have any questions , please do not hesitate to call . Sincerely , 1►R!XIIAIZ_: Terry Chamberlin Design Engineer ,rt, I 411h AOL—, FLG x FLG SPOOL, IF NECESSARY, ANL ')ACIFIC STATES FIRE HYDRANT 3-PORT ( 2 - 2S" HST NOSE CONNF;CTIONS, 1 - 4h" "MPER) , 6" ''LG 1j" PENT OPR NUT , , N LF rT, COLOR: YELLOW. 1. F F IC MODEL. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRE7 1� CUBIC: YARDS OF CRUSHED 1�" DRAIN ROCK. TAR PAPER WILL BE L OF DRAIN ROCK TO SEPARATE ROCK FROM EARTH COVER. POURED CONCRETE THRUSTBLOCKS AT LEAST 8 SQUARE FEET OF BEARING EACH TEE , BEND, AND FIRE HYDRANT LOCATIONS. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS AND DRI',,' OTHERWISE, 36" OF EARTH COVEN. ALL SANITARY SEWER LINES 10 ' LATERALLY OR. 3 ' VERTICALLY OF WATER BF ENCASED IN CONCRETE 6" THICK 10-FROM CROSSING. WHERE CROSSIN(- ",MCESSARY, THEY MUST BE MADE A'I' APPRO::.LMATELY 900 WITH AT LEAST 1 ARATION BELOW WATER MAIN, MAINS SHALI. BE TESTED AT 150 PSI FOR 1 HOUR. STATIC PRESSURE - 9 ALL MAINS SHALL DE CLEANED AND FLUSHED WITH 1'MABLE WATER PRIOR Tt INFECTION AND BACTERIOLOGICAL TESTING. OREGON STATF. HEALTH DIVISI BACTERIOLOGICAL TEST SAMPLE WILL BE: TAKEN BY TIGARD WATER DISTRICT SHALL. BE TESTED AT 150 PSI AND HELD AT THAT PRESSURE FOR 2 HOURS. 3E THOROUGHLY DISINFECTED AND FLUSHED IN .ACCORDAN,2E W::Ii A.W.W.A. C 601. ALL CURBS MUST DE IN PLACE PRIOR TO INS^'ALLING WATER MAINS. TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREET METERS WILL BE INSTALLED BY THE DISTRICT UPON INDIVIDUAL REQUEST FOF ALL PTPE AM FITTINGS WILL BI: CEMEN'.'-LINED. 4HIlrnuucu APPRO'v'ED AS NOTED UNI(I( I�LWEfiA AGE 1" FOR APPROVALS ONLY "NOT FOR CONSTRUCTION " Mr . Dennis Derby P .O . Box 23332 Tigard, Oregon 9 .7223 Phone: 638 - 6622 N COMPASS CORPORATION r r ENGINEERING — SURVEYING — PLANNING 6564 S.E. LAKE ROAD (50.3) 653-9093 S MILWAUKIE, OREGON 97222 May 31, 1985 Mr . John Hagman City of Tigard P. O. Box 23397 Tigard , Oregon 97223 Re : Shadow Hills II Subdivision Dear Mr . Hagman : Please find enclosed seven (7) sets of the proposed Shaaow Hills II subdivision. These prints are provided for your review and approval. Also enclosed is a Construction Cost Opinion for the construction of Shadow Hills II . With the completion of your review and approval process, please send details of the following for the contractor : 1. Wheel Chair Ramp detail . 2. Manhole detail . 3. Trench section detail . 4. Catch Basin detail . We appreciate your efforts to complete this project. If you have any questions, or require additional information, please contact our office . Sincer?ly yours, Lee A. Briygr , .t;. LAB:kja " cc : Dennis Derby COMPASS CQ0PORATI0N encl. ENGINEERING-SURVErING•FLANN' R. GREGG WESTON, P.E. 85b4 S.E.LAKE ROAD (503)853.9093 MILWAIJKIF.OREGON W222 (503)222 41852 ENGINEER'S OPINION OF CONSTRUCTION COSTS FOR SHADOW HILLS II STREET Item Unit Quantic Unit Price_ Total 1. Clearing and Grubbing L.S. $ 2, 500.00 $ 2, 500. 2. Excavation and Fill L.S. 12, 000. 00 12, 000. 3. Curb & Gutter L. F. 2200 4. 40 9, 680. 4. 2" of 3/4"-0 Crushed rock S. Y. 4200 1. 00 4, 200. 5. 1" of 2"-0" crushed rock S. Y. 4200 . 50 2, 100. 6. 5" of 2"-0 Crushed rock S. Y. 4'700 2. 15 10, 105. 7. 3" of C1a,s d asphaltic concrete S. Y. 4200 5. 00 21, 000. SUbTOTAL---------------------------$ 61, 585. S `�• 5%Aep,V A -�Z IDm ��°" � In• � � yes Ca�,-c Te.�,, �G,=sl 3,0-� COMPASS CORPORATION ENGINE ERIN6•GURVEYING•PJANU M! 6564 S.E.LAKE ROAD MILWALIKIE,OREGON 97222 TELEPHONE 653-9093.4 �,� ENGINEER'S OPINION OF CONSTRUCTION COSTS Shadow Hills II Page 2 of 4 STORM SEWER Item Unit uantL�X Unit Price Total 1. 12-inch C.C. P. w/select backfill Depth 0 ' - 8' L. F. 320 $ 13. 80 $ 4, 416. 2. 12-inch C.C.P. w/native backfill depth 0-8' L.F. 530 10. 50 5, 565. 3 6" PVC depth 0 '-8' L. F. 417 10. 00 4, 170. 4. 4" PVC depth 0 '-8' L.F. 2501 7. 00 1, 750. 5. Standard manholes Each 4 850. 00 3, 400. 6. Special manholes Each 2 350. 00 700. 7. Standard catch basin Each 6 375. 00 2, 250. 8. Cleanout Each 3 350. 00 1, 050. 9. Landscape repair L. S. - 11500. 00 1, 500 SUBTOTAL---------------------------$ 24, 801. COMPASS CORPORATION ENGINEERING-SURVEYING•PLANNO 6564 S.E. LAKE RRAO MILWAIIKIE,OREGON 97222 TFLIPHONE 653.9093 ENGINEER 'S OPINION OF CONSTRUCTION COSTS Shadow Hills II Page 3 of 4 SANITARY SEWER Item Unit Quantity Unit Price Total 1. 8-inch C.S. P. w/select backfill Depth 0' - 8' L.F. 390 $ 13. 00 Depth 8' - 12 ' L.F. $ 5, 07 . 11 16. 00 1766. 2. 8-inch C.S. P. w/native backfill Depth 01- 8' L.F. Depth 8' - 12 ' L.F. 610 9. 00 5, 490. Depth 12 ' - 16 ' 600 9. 75 5► 850. L.F. 260 12. 00 3, 120. Depth 16' - 20 ' L.F. 156 15. 50 2, 418. 3. 6" Service laterals w/native backfill L.F. 254 14. 00 3, 556. 4 . 6" service laterals w/select backfill L.F. 55 16. 00 880. 5. Standard Manholes Each 10 1, 480. 00 14, 800. SUBTOTAL--•---- -_---_ $ 41, 360. Li �'!"ASJ5 CORPORATION EN:,:t;rERING•SURVEYING.PMNM 6564 S.E.LAKE ROAD MILWALIKIF,OREGON 91222 1ELEPHONF 653.9093 COMPASS CORPORATION ENGINEERING-SURVEYING-PUNNING ENGINEER'S OPINION OF 6564 S.E:LAKE ROAD CONSTRUCTION COSTS MILWAUKIE,OREGON 97222 Shadow Hills II TELEPHONE 653-9093 Page 4 of 4 WATER Item Unituantity Unit Price Total 1. 6-inch D. I.P. w/select backfill L. F. 820 $ 13. 00 $ 10, 660. 2. 8-inch D. I. P. w/select backfill L.F. 275 15. 00 4, 125. 3. 8" x 11 1/4* bend Each 1 100. 00 100. 4. 8" x 22 1/2* bend Each 1 100. 00 100. 5. 6" x 11 1/4* bend Each 2 75.00 150. 6. 6" x 22 1/2* bend Each 1 75. 00 75. 7. 6" x 45* bend Each 2 75. 00 150. 8. 3/4-inch copper service ( including fittings, excavation and backfill) L. F. 50 7. 50 375. 9. 1-inch copper service ( including fittings, excavation and backfill) L. F. 164 10. 00 1, 640. 10. Fire hydrant as,,,embly Each 2 1, 236. 00 2, 472. 11. Blow-off assembly Each 1 457. 00 457. 12. L" gate valve Each 3 260. 00 780. 13. 8" x 8" x 6" tee Each 1 170. 00 170, 14. 8" Butterfly valve Each 1 425. 00 425. 15. 8" to 6" Reducer Each 1 110. 00 110. SUBTOTAL------------ •------------$ 21, 789. TOTAL PRICE ALL ITEMS-------------------------------7-$" I f-�oaiS �IN Ca�.•�.M ���..�. I/n CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY PLANNING COMMISSION O 1. Concerning Case Number(s): ZC 8-85. PD 2-85. S G-RS 2. Name of Owner: Kenton 6 Gavla McCrieg]lt 3. Name of Applicant: Blazer Homes Address 19697 River Run Drive City Lake Oswetoate Zip_47034 4. Location of Property: Address 10 acres west of Shadow Hills Tax Map and Lot No(s). 2S1 10BD 900 5. Nature of Application: Zone chanpfe from R-2 to R-2 PD (Residential 2 units./acre Planned Development. and p: li.minary plat and conceputal plan approval for a ly lot subdivision. 6. Action: -- Approval as requested _XX Approval with condit+ons Denial 7. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant b )wners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON May 20, 1985 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 12755 SW Ash, P.O. Box 23397, Tigard. Oregon 91223. 9. A eaI Any party to the decision may appeal this decision in accordance with 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 appeal .is 5:00 PM May 20, 1985 10. Questions: If you have qny questions, please call the City of Tigard Planting Department, 639-4171. (0257P) City of Tigard Planning Commission Final Order No. 85-QPC A FINAL. ORDER INCLUDING FINDINGS AND CONCLUSIONS, WHICH APPROVES AN APPI-ICATION FOR A ZONE CHANGE (ZC 8-85), SUBDIVISION (S 4-85) AND PI-ANNED DEVELOPMENT (PD 2-85) REQUESTED BY KENTON AND GAYLA MCCRIEGHT. The Tigard Planning Commission reviewed the above application at a public hearing on May 7, 1985. The Commission based its decision on the facts, findings, and conclusion noted below: A. FACTS 1. General In,'^-7nation CASE: Zone Change (ZC 8-85), Siibdivision (S 4-85) Planned Development (PD 2-85) REQUEST: For a Zone Change from R-2. to R-2 (PD) (Residential, 2. Units/arse, planned development) and preliminary plat and conceptual plan approval for a 19 lot subdivision. COMPREHENSIVE PLAN DESIGNATION: I-ow Density Residential ZONING DESIGNATION: R- ? (Residential, 2 Anits/acre) APPI-ICANT: Blazer Homes OWNER: Kenton s Gayla McCrieght: 19697 River Run Road Rt 1 Box 9258 I-ake Oswego, OR 97034 Beaverton, OR 97005 LOCATION: Between Shadow Hills and Ames Orchard subdivisions on the north side of Bull Mountain (WCTM 2S1 10BD. TL 900) . 2 . Backqround y The property was annexed to the City on September 11, 1978. A partition was approved in 1980 (MLP 11--80) which resulted in the creation o` ;. ons• acre lot on Bull Mountain Road and an undeveloped lOf parcel. zone change and partition application (ZC 1-82 and MP 2--82) was -achaived relating to the larger parcel but was withdrawn before final action was taken by the City. 3 . Vicinity Information Single family residential subdivisions containing lots ranging in size from 20,000 square feet to one acre lie to the nest and west. The areas to the north and south consist of acreage homesites and undeveloped tracts , With the exception of several small parcels the land north of Bull Mountain Road is within the City and is zoned R-2 and R--1. (Residential, 1 unit/acre) . FINAL ORDER NO. 85-10 PC - ZC 8--85, S 4-85, PD 2--85 - PAGE 1 4. Site Information, 6 Property Description The property has 120 feet of frontage on Bull Mountain Road which is designated as a major collector and is presently under Washington County jurisdiction, Only two lots (13 6 1.4) are proposed to gain direct access to Bull Mountain Road. The remaining lots will have frontage on a loop street that will connect McFarland Blvd. and Wildwood Street which presently end at the western boundary of Shadow Hills subdivision The lots will. vary between 14,600 and 29,500 square feet. The proposed Zone Change. allows for lot sizes below the 20,000 s,juare foot minimum, but the overall density of the development may not exceed what would be allowed under a normal subdivision procedure. After subtracting the area committed to streets, the net acreage divided by 20,000 square feet (minimum lot size for the R-2 zone) establishes a maximum of 19 dwelling units for the property. The developer, indicates th .t in additir;i, Lo the extension of McFarland Blvd. and Wildwood Street, the utility lines in Shadow Hills subdivision will be employed to serve this development. 5. Agency and NPO Comments The Engineering Division has the following comments: a. Access for I-ot 13 is not identified, but it should be directed to Wildwood Street. b. The right-of-way standard for Bull Mountain Road is 35 feet from centerline. Additional right-of-way dedication - I Ing the property frontage will be required. C . Due to the location of the property and the nature of improvements that will be necessary on Bull. Mountain Road, half street improvements are not appropriate at this time. A non-remonstrance agreement was a condition of approval for MLP 1.1--80. If this was not properly recorded, such an agreement should be required at this time. The Building Inspection Office has no objection but indicates that service laterals and easements for the southern lots (13 and 14) should be provided. NPO 03 has no objection to the request. - The Tualatin Rural Fire Protection District indicates that all structures must be within 500 feet of a fire hydrant and the water main sizes and locations should be verified by the Tigard Water District. J 8. FINDINGS AND CONCLUSIONS The relevant criteria in this case are Statewide Planning Goals 1, 2, and 10; Tigard Comprehensive Plan policies 2. 1 . 1, 6.3 3, 7. 1 , 2, and 8. 1 .3; and Chapters 16 46, 18.80, 18 . 1.60, and 18 .92 of the Community Development Code . FINAL ORDER NO. 85-- 0._PC - ZC 8--85, S 4-85, PD 2--85 - PAGE 2 The Pla.nnLng Commission concludes that the proposal is consistent with the applicable Statewide Planning Goals and Guidelines based upon the following findings: a. Goal #1 is met because the City has adopted a Citizens Involvement program including review of all development applications by the Neighborhood Planning Organization (NPO) . In addition, all public notice requirements were met. b. Goal. N2 is met because the City applied all. applicable Statewide Planning Goals, City Comprehensive Plan Policies and Development Code requirements to the application. C. Goal #10 is satisfied because the proposal will provide for housing as contemplated by the City Comprehensive Plan. The Planning Crmmissi.on has determined that the proposal as submitted, or with minor, modifications, is consistent with ;:he relevant portions of the Comprehensive Plan based upon the findings noted below: a. Policy 2. 1 . 1 is satisfied because the Neiuhborhood Planning Organization and surrounding property owners were given notice of the hearing and ars opportunity to comment on the applicant' s proposal. b. Policy 6.3 .3 is satisfied because the development proposed includes single Family residences on large lots. This is consistent with the character of adjacent development and the requirements of the R-2 zone. C. P-)licy 7. 1 .2 is met because adequate water, sewer, and storm sewer facilities aro available. d, Policy 8 . 1 .3 wig'. be satisfied by limiting direct access to Hull Mountain Road to one lot and by the condition!, of approval that will irequire the subdivi!ion streets to be built. to City standards. The Planning Commission has determined that the proposal is consistent with the relevant portions of the Community Development Code based upon the findings outlined balow: a. Chapter 18 .46 is satisfied because the proposal is consistent with the uses and residential density permitted in the R-2 zone. b. Chapters 18 qO and 18. 160 are met because the preliminary plat/detailed plan is in conformance with Code requirement%. C. Chapter 18 .92 is satisfied because the number of lots proposed is consistent with the number allowed after the density calculations are applied. C. DECISION Hased upon the findings and conclusions above, the Planning Commission approves of ZC 8-85, S 4 -85, and PD 2-85 subject to the following coidt.ions : FINAL- ORDER NO 85- /Q_;C -- ZC 8-85, S 4--85, PO 2-95 - PAGE 3 ffRZARNw� 1 . UNLESS OTHERWISE NOTED, ALL.. CONDITION!; SHALL BL MET PRIOR T'0 RECORDING THE FINAL PLAT. 2. 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 improvements shall be submitted to the Engineering Section for approval . 3 . Sanitary sewer and storm sewer plan-profile details shall be. provided as part of the public improvement plans. 4 , Construction of proposed public improvements shall not commence until after the Engineering Section has issued approved 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 construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING AND AGREEMENTS. 5. Additional right-of-way shall be dedicated to the public along the SW Bull Mountain frontage to increase the right--of-way to 35 feet. from centerline. The description for said dedication shall. be tied to t!ie existing right--of-way centerline as established by Washington County. The dedication document shall be on City forms and approved by the Engineering Section if not accomplished on the final plat. 6. A non-remonstrance agreement on City forms shall. be provided regarding future improvemerits on Bull Mountain Road if such an agreement was not recorded as a condition of MLP 11-80. 7. Access for Lot 13 shall be provided by a 15 foot ownQrship to Wildwood Street. Said access shall be between Lots 11 and 12 . 8. An access permit from Wasnington County will be required for Lot IA. 9. Joint use and m;Aintenance agreements shall be executed and i recorded on City standard forms for all common driveways. Said agreements shall be referenced on and become part of all applicable parcel needs. Said agreement shall be approved by the Engineering Section. JOINT USE AND MAINTENANCE AGREEMENT FORMS ARE ENCLOSED. 10. Street Centerline Monumentation a. In accordance with ORS 92.060 subsection (2), the centerlines of all street and roadway right-of-ways shall be monumented before the City shall accept a street improvement. FINAL ORDER NO. OS-_W PC - ZC 8-85, S 4--85, PD 2-85 PAGE 4 � s � b. All centerline monuments shall be placed in a monument box conforming to City standards, and the top of all monument boxes shall be set at design finish grade of sail street or roadway. C. The following centerline monuments shall be set: 1. All centerline-centerline intersections. Intersections created with "collector" or other existing streets, shall, be set when the centerline alignment of said "collector" or other street has been established by or for the City; 2. Center of all cul--de.-sacs; 3 . Curve points. Point of intersgcti.on (F. 1) when their position Falls inside the limits of the pavement otherwise beginning and ending points (B.C. and E.C. ) . 4. All sanitary and storm locations shall be placed in positions that do not interfere with centerline monumentation. 1.1 . The "basis of bearings" for the Plat shall be County Survey 19,947, which is a part of the Tigard Field Survey Network . 17. After review and approval by the Planning Director and Public Works Director, the Final Plat shall be recorded with Washington County , 1.3 . The approval is valid if exercised within one year of the final decision date. 7t is further ordered that the applicant be notified of the entry of this order. PASSED: This 9_ day of 1985, by the Planning Commission of the City of Tigard_ A. Donald Moen, President Tigan,! Planning Commission (KSI_:bs/1308P)) E INAh ORDER NO 95- fQ PC ZC 8- 85, S 4--85, PD 2--85 - PAGE 5 NEW May 13, 1985 CITYOF TIIFARD WASHINGTON COUNTY,OREGON Compass Engineering Attn: Mr. Gregg Weston b564 SE Lake Road Milwaukie, OR 97222 RE: Shadow Hills II Dear Gregg: Attached please find one sets) of public improvement construction plans; said plan(s) having been provides.' to the City for preliminary review. i Our comments are noted thereon. Please make all necessary revision(s) and, then, submit 7 _ set(s) to this office to commence the "formal" circulation P.nd final review process. Also, attached hereto, please find a hando•it which further describes the aforesaid circulation and review process. Very truly, John Hagman - Engineering Tech III cc: file l N, 12755 S.W. 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OUT 'f I(m 40 If00 _�_.__ _.._.___.__J _.__ _ 4 0 0 10 + 00 11 +-00 12 +00 `13 +-00 N + 00 r5 *vo r� +oe 5 A N i TA kj LAT E RA l._. A „ {coNT, PHOF�c�I�� 12,146 t FOR APPROVALS ONLY R\ . "NOT FOR CCASTRUCTION " SHADOW HILLS II . JUN 0 3 1985 --_ _— — ORAWNM•M.M. DE8IQNEDL.A 9 CHECKED COMPASS CORPORATION Mr. Dennis Derby I" = 50' "aa. Sanitary Sewer Improvements 5 —` ---- - SCALE " _ )0' VER. DATE MAY , 1965 . ENGINEERING SURVEYING - PLANNING P.O. BOX 23332 a►re NO. RfVIlION 9564 S E LAKE ROAD (503)2224552_ FILE 85 - 2139 - 1328 MILWAIIKIE.OREGON 97222 (50316539093 Tigard , Oregon 97223 Phone: 638-6622 Profiles Willamette 041"1 a 91"Print Ceroaer o •• r TJ T T r hll lil I�1111'i�l 11111 11 rMlll�l '1111 CI i int Il) I1 111 I 1 I 1 11 I I 11 r ► I I I ( 1 1 1 1 1 1 1 I t 111 1 1 1 1 111161111111 1 1 1111111111101 r" I I I < < 1 � ) 111111� � � 11 � 1i1 ) Ii111i1 � 1i 11i11 � 1I NOTE: IF THIS M ICROF I LME D 1 3 5 a 7 a • 10 11 12 11 DRAWING IS LESS CLEAR THAN I THIS NO'r lV&r"IT IS DIX TO jK..QW1.ITY OF THE ORIGINAL I _ .. RAWING. QE 41a 9Z LZ 9t SZ Ira CZ 2i Ia OZ AI OI 1 111 •I 111111 11 01 • 9 L 9 1r) ► ' E Z 1$man 24 1 11MU111�I11411111�t111111U1i11�i1i1111�illli „ .,. • ., __ .: _ .. 111+IIn111n111uuh1ut>Iwl�ulwduu�WlluuLl��hul4M�n JULY 6 19 2 r . .iii..- iae!► area la � Nt' � Rebulat d total an-A t/s . �.�r fo s+e I cn I I ! I �� t ritttng Plug or Plvgvw Plugged �` ' to ~ � � also Cap CCU" an 1A9 _j 2/3a is 8 T6 IQh. I O R C. Tse P1ugw Cross Ilya Plug or Cap � � � � � I �• � � r � 6 r (Straddle Bloch per detail) I I ( 0 15i 4 U 13.9 I ( C110 Pay PW* s0 ( O U. Q W �i0_14 1 34 1 ?' C%j 0 )AIpn��/�' .•;•: � •"` d1aov. loet•ing aa�aee l�+os�ed an bastprwastitltee a. A2 / streas of 2,OW pounds per square foot. to 4 Band Plugged Cres � pressures and sail bracing stresses. v" Ilhs ` � J - �► �, a � �� 2• NOTEi, : �s�+co01P0):c 20AC9/lao�tl bewb* stye"�t(tw N J / A,�` 1. C;o ncret:e thrust blocking to be poured against undisturbed earth. THRUST BLOCK i �a' � W � � �p � I ' 2. Keep eancreta clear of jo&nt end aatt esories. „�,s,�, I r •� � f i. Xf not shown an plana required btorLng areas a+ fitting shell be as indicat_-, N.T S. L i'' � 1 � � belay, adjusted It oweasary, bu rAnfam too the test pre"ure(s) and allowable �y1 ,/ sadl Haring stress(es) stated in tlhe spdal specilrieat.lcsis. M J� 0 J C -5... 4. Bearing areas and epw- aal bloO�g iot Wb shown an plans bake prec- 4- -p-s atlpir { br*sing areas aed 114dcln9 dw%&LU sham m this standard detail. �� P�'���'OJ� O I EXIST, '" EXIST. 1,Z G L - ExIST 8" •�... ~ -- -- - ------- --- � r �n I P.' � N EXIST. Z" x !4" C R o s S i' cA� D I ,—EX1Sr tZ" K S" CROSS �w `�/ 4. SOLID SL FEVF U o - _._ BEGIN O_r L Iw,Y... � IG ti t __--_ - -- ----- - - _--__ _. --- ul aD Cn i. ' r T EXIST. i?' a V, F I —. 8 B. .v _.. -_ , - ._-__ sass_.__sass.__..._ . .-... 5 T _ . ,.,_..—•. _. ? I �`)U '�"` I / Z 1TSR 75' 11TIL11"Y )as EA'SEMfi1.tT + ---- z E' rte' IU �.� I J to IN tF ____•..__ .. sass �"�� ` . -... • �Q I I �-, // // .—._ — --I � Va [OR BEt\10 SS I --- - - -- L - - -- I— ( O& � rn en //) ` / / I �� �ZC � tL�,LTdi 1"'► 4 \ C.PT. G, �. 01 �VQ kv C.4 5 �!� 17 3 I � I N cO� W z UED ' 1 R Ta X10 �S Q t��1 w' �3 r1 U; — — — -�—-� - —— __ -- - - - -� �' 00� �Q 1z,/70 BEND I 1 I \ MCC ILI \ CD r f o of _ _ EXIST. PU" F 8' *v' TEE J �C- 1#0 t 1 � 't'` � ' � ( •ae \ � I �`ami ITCT • I STAT f0►J I a i T ` NJ Q r a•. O :o• b� R E S E R v U t R �; —�_ 1 �. R v�,Yt 1 F it C�Z i Q C.2PT. f a w e n� sem• .yrs v w sass ...:*a.. .... ...,.. TWD WILL INSTALL ALL COPPZR SERVICES PRIOR TO BLACKTOPPING OF 45" I STREETS. THESE SERVICES ARE INCLUDED IN THE COST OF EACH METER. A --�2 �/z`' 2E �C 3 ALL PIPS APD FITTINGS WILL BE CEMENT-LINED. R 3 ',�� '`p /q11 9E�JG K`ruRANT ASSY. 10, NYOR N- ASS � /-11 /4 ElE�dU FINE HYDRANT �n V . . INS A L t co KIT" •< `.` -• � r7 P "�►-4W Ot=F J "kms 45 9E+JD r., F.......... / 2'�Lcc `"�' ' ��`r'�= � —'1 CQIIIC CUA• FIN1'iN GRACE ' C ?T. 7 Q CSW C R E Y - pP-L v D FO iZ SAI. M Iv, .q M Iz rF_R tic I< ."• • === a eLH*10 SIV�wALK C. P', 8 t►�7 tau P.� ►c,I.) . "` MAX• s n COME. BLOC+x : 1 • ' 1 ` ,, �; cin STRENGTH Y COVE 4 ;� 1600 RSI ' I <:; I I IC Frr 9 34 so FT or DRAIN CONC. THRUST II/2"-0 DRAIN • i � �', w BLACK 1 ROCK :�°. •+ I I w (OO LESS THAM ,; ,� + • 011 i NOTE • • 4V ` x F C►. " 1 GATE VAL,rt MAIN LIK VARIES TEE L� S" OUTLET COitCRETE ON SOLID ROCK FLAMOEO MATERIAL LIST: DACE LSS 4F SEARING Quantity s r ANSA TYPICAL FI RE HYDRANT INSTAL LAT ION �� • - s l `�* . --•� �-Is' EASEMENT 8" TJUI pipe, Class 52 . . . . . . . . . 265 feet �' • ♦ • �+ 6" TJDI pipe, Class 52 . . . . . . . . . . . . .875 feet w T 12,146�9��; 8" MJ butterfly valve. . . . . . . . . . . . . . . 1 each . 'r♦ 6" MJ ate valve. . . . . . . . . . . . . . . . . . . . . . 3 each 'uY 9 8" MJ x 6" MJ tee. . . . . . . . . . . . . . . . . . . . . I each r� 8" MJ bends . . . . . . . . . . . . . . . . . . . . . . . . .As Rei 'd 6" PE bend•MJ . . . . . . . .reducer . . . . . . . . . . . . . . .AslReach d" 501 FOR APPROVALS ONLY Sl MJ solid alPr. . . ( long pattern ) . . . . . . . . . . . . . I each "NOT FOR CONSTRUCTION " SHADOW HILLS N Aloes-off . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 each Pi re hydrant assembly . . . . . . . . . . . . . . . . . 2 each --- JUN 03 1985 DRAWN BJ W IDESIGNEDL A B. CHECKED COMPASS CORPORATION Mr. Dennis Derby _ -` -- - -- — S C A L E A'' r•I o rC.D 1 DATE MAY , 1986 , ENGINEERING - SURVEYING PLANNING P.O . SOX 23332 NU a t e r Improvements Plan g 5E 1. kEROAG Tigard , Oregon 87223 Phone : 638 -- 6622 D"rE �� R E v I S I 0 N F Il E H 5 �.1 3 9 1 2 8 Mll_WAUKIE OREGON 972?? ('5031893•Q083 9 9 _-.---._..._.__.__ sass_.____._•__ ._ ___-'-_— __..__---__--_.__._ ■T. . ,, ei .o,,, coTo. � MMi SHADOW HILLS rI .-•..• • � _, � i_,w. ..1L.�-. i mow:. ,._�,,,.,,,,�,,,.., .....,,,,,... ,. ,.,..t + ,ry'gs-ey--+�"«�r »• -- -'. - +{t"i - _" _ .. - _ .'' r�a . , •- alw+ �1 �Iltlllll�,lel'II�III�II�I�Illilll�l`IIIIIt1fll�l,- 1 r111 ��I�III�IIII III111) IIIIIIIIIIIIr�( I�III�IIII11lIIIIIIIIIIIII11111 IIIIIIIIIIIIIII 1IIIrIIII�IIIIIII;;IItIIIIIIIII , ' r ♦. ' I 2 3 4 ( 1 I I NOTE: IF THIS MICROFILMED I ■ 5 8 7 S 8 I�0 I I !? t DRAWING IS LESS CLEAR THAN THIS NOTIC&r-IT IS UUE TC) THF. QUALITY OF THE ORIGINAL DRAWING. 0E 62 ez LZ 92 SZ ItiZ EZ ZZ 12 OZ 61 81 LI 91 or til CI al 11 01 d 9 L 9 SII-- b EII.. �� r..,..,.�;,1.. ".- _ - �►11111uIlnllulllllnl►IIIIIIIII11111ut�111�1ullnNllnllllubll'llllulll�llNnIIHIIIIIIInuI11tIIIInII1nlllllllulllnll',ulIf11I1Itl inIInII1111�1111IIIIlII11tI111l�IIhllutbutl11111iu�lalllulnllllllll1111I1111IIWI�1�Illlllll�llllUlll�llllI1111III11�WI1111 • JULY 6 1992 -. .e,, ._,..,■... _ -.._.-.-sass. __,-_ _- - -.. . : y 4 .__ __- .. _.• .I• seer .i N COMPASS CORPORATION - ENGINEERING - SURVEYING - PLANNING 6564 S.E. LAKE ROAD (503) 653-9093 S MILWAUKIE, OREGON 97222 May 5, 1985 Mr . John Hagman City of Tigard 12755 S.W. Ash Tigard , Oregon 97223 Re : Shadow Hills II Preliminary Engineering Dear Mr . Hagman , Enclosed please find five (5) copies o the preliminary street and uti. ity improvements plan for the proposed Shadow Hills II subdivision. This is for your review and comments prior to the completion and submittal of final engineering plans for the site. If you have any questions or require further information ulease contact -ur office . a Sincerely yours, R. - Gregg Weston , P.E. RGW:kja cc: Dennis Derby encl . CITY OF. TIC ARD - - I 0_6N I CURB dam• SID-WALK lz s GRADE TO MATCH SIDEWALK 2'16" UT LITY STRIP r Alp - d. s R' 0 0'-6:;- FI*L STREET GRADE TO MATCH L3/4=0m CRUSHED ROCX LEVELING SIDEWALK SLOPE. e.= L-0'-4" COURSE AS SOIL CONDITIONS REQUIRE SIDEWALK SLOPE 0.0208 ; RAMP SLOPE 0. 0 917 SCALE: NONE CITY OF TIGAR!? CONCRETE BREAKING STRENGTH To GATE= 5/:0174 STANDARDS APR!P Ry J.S,N, BE 3000 P.S.I. AFTER 28 DAYS :BICYCLE and W HCE` AHAINP REV. DRAWING NO. X74-A - 233 X EXP + PRE—M ULD ED EXPANSION JOI NT� JOINT FI LER 1 ( APRON SLOPE SID 'A S 5 F N ' 3 E� 5 A 44-- FACE FACE OF CURB A� I APRON SLOPE = 0.0729 �"{OP OF CURB EL. O I � i«ea° e�= L SECTION A-A 6 I"- 2' I DIMENSIONS (it.) I X 110 112 1 14 116 1 18 1 20 NOTE. CONCRETE SHALL HAVE A MIN. BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. SCAt-E. l'• s' CITY OF TIGARD DIM By R LT DATE 10-14 73 } STANDARDS AIRYD.BY EASEMENT AREAS ' TRAVELED RIGHTS OF WAY TRENCH WIDTH MAXIMUM PERMISSIBLEto AT NATIVE 6 ABOVE TOP OF PIPE MATERIALS ` �DENSE , "-0• CRUSHED ROCK, CLEAN, HARD AND COMPACTED. PIPE SIZE TRENCH WIDTH ' Y 6 ' 2' 0" 8 • 2' 0 " J 1 � j 10 " 2 2" 1 X 3/4 ..— 1/4 .. 12" 2' q" i It / SELECT GRANULAR MATERAL 7�✓ IN PIPE ZONE- 95% COMPACTION 14" 2' 8 I15 " 2' 10" 3 6 3' 0,, e. . !8" 3 4„ o I • . I PIPE ZONE 20" 3, 6" fr1 21" 3' S" _ I D/2 . 24" 3' 10" 4" MIN or D/4 1 At 27" 4' 2" 30" 4' s.. 33.• 4! !f 3E., 4, 0" SCALE: NONE _ CITY OF TIGARD jDRAWN BY : DATE . - STANDARDS 1 APRVD BY: tea. STANDARD MH. FRAME 8 COVER FINISH GRADE SET FRAME GROUT STEPS 12"MAX. IN MCRTAR-7 �� \ 1 \ •- - 4.1 CONCRETE EXTENSION RING INSTALL AS REQUIRED • i » TO BRING MH. COVER 8 \ C FRAM' TO DESIGN GRADE. N* ECCENTRIC I 1 MH TOP— -T ' I - 121MiN. ' RAM-NEK JOINT MATERIAL OR EQUAL 12"MAX \ STEPS DST 0 48" _� 3COMPACTED GRANULAR a MH. RISER i L NOTE BACKFILL 's• oo p o00 UNDISTURBED i INLETS-OUTLETS AS REQUIRE! 2 MAX >--C O EARTH 2 WHEN SEWER ENTERS ABOVE iO INV.TO 1 V '� O BOTTOM OF MH FORM A r �' o/ FILLET OF GROUT OR CONC. Oft. SLOPE t?� . o � AS INDICATED. ! p/�� MAKE SURFACE SMOOTH 8 '�\\ • FORM GROOVED INVERT •'�_: �Y �_., • o Cj TO DIRECTION OF FLOW e A d n • • j o o• •�•a' o'o o•° °, 'o' ' —12" LAYER COMPACTED GRAVEL (3/4»-1/4") 6*-O*' MIN. r SCALE NONE CITY OF TI GAR D t ORr. BY -law DAT[ t-�3-72 STANDARDS A►RVQ. ST I 1927N " N 24ih .{ i &� 21/f I �•--- 14 -- �+ 22 _ iol N CITY OF TIGARD 00 STANDARD PRECAST CATCH BASIN m ON BGR 4-3-70 �w�nMs Kuauan N 70—A-407 CITY OF TIGARD, OR. DEVFLOMENT SERVICES DEPT. DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJECT NO. : ` `` II. PROJECT NAME: JykxboW !'��t.OL% Iit. DRAWING (TITLE):_ I:V. PLAT (TITLE) : dated: V. SITE LOCATION: Vt. PRINCIPALS: (1) C.Dehri�� bt,r��> (1) DEVELOPER: ��,.ko,E.IC �T�I�[l_ 1s .i l! V%i11 �' Phone No.(e ss-MIS BLAZER HOMES, INC. BUILDER✓1 DEVELOPER RETY AGENCY: g4)50 SW!FAN ROAD-I AKE OSWEGO,ORFGON 970,14 g g____—_�__-- _ _ Phone No. , No. Exp. Date_L_ 3) ENGINEER: 011th� RPI_ toil, '1C9-- Address ;' , Phone No. _ C& D�, (� M► - L L�. �4(.5 Z Xrn '4) INSPECTOR: m� Om m ''0 Address Phunr N100 , zV m m 5) PRIME 4 r D l N of). cnm 4 ` O 6) CON I R At r 2 m Z EVERETT M. PEN LAND 'O MorkMin�/Lend Development m � � D Rm American 71k lrouranee COMMn'd Dlr"a It• / /._..._ K3 wTO 7 SUB— ]IO IL M�_FOURTH AV[N,1[ 'SOS) Its 144.31 AND,OREGON [7104 -_—__---- N W 0716S dmj CERTIFICATION OF COMPLIANCE i RE: This is to certify (!n accordance with M.C. 17.09.160 and M.C. 17.09.120) to the City of Tigard, OraSon, that the following item(s) have been installed in compliance with the City's subdivision improvement standards and specifications; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (Project Engineer's Initials) 1. Sanitary Sewer System 2. Storm Sewerage System 3. General Utility Systems: Domestic Water Electrical Power Gas Telephone Cable T.V. Streetlighting 4• Street System: Subgrade Bass Surfacing. . .Base Lift: Final Lift: Sidewalks Aprons & Ramps Curb S. Monumentatioe System 6. Pathway System Certified this day of 198 BY: (Project Engineer) C � FIRM: (00709) ELOMIJ&Mmgj&mlm Mom P Vv\s 40 4611 ram � Ng C,,o „�•,.� 'r^ . _ - 74301 t1595 i -. EAST SS7 47.9 E 6200 61OG 6000 5900 JO 4000 3900 .:5 O 44 0 0 - 25 n w 22 23 2� - 1_ 25 N 43 42 4403 r E' 6300 - s 3 _ 441 i t o(a. .S�..ej ' �1� �i o a 119, 93.92 117.22 -- - IIS rIS __ 7527 1 3902E 93 46 CO � v=se ro 0.--� TRACT..A. A � . S.W. m McFARLAND F� s. ��' ;:79 93.15 117.99 7 113 117 75.27 58 6400 �� R=207500 4401 4500 4600 4-00 zd'9 7400 a2 4^lar 47 ;� -T Pyyb 4E l 51...�rl>'- �•/ -4400 ^ i' u o T c ^ 59 60 21 20 19 yea 9 N 4► _ 17 : o 6 500 1188 4.95 115 1 96 20 .o0 dQ�l� 0 9 48.63 J4.37 92.51 120.2{ 115 - 161 97.16 \ O LoSIl^_7`_`rir 7300 e3• r 145 zo -N a 7200 r ' z I 71004A left ` 5801 5�O0 55L c _ 139.66 = ' ,. 2.3 58 6 - ~ 6600 ���; m 5600 '; ti 5400 ti 57 56 7 8Call 0 4402 / ~ 49 40 11 �: m . o J o J. 109.76 t 1 23Ja 120-35 I 4p �50 C W TRACT--B-- a 9e /42.19 b 6700 V..•. " p 535 c w / 932 22.3 ` j,t 5300 _ y woo �. 6900, 1o74e � 115' � '7 4 R e %900 7000 a; ��? 1U J5 ( R=2° ° �tiq '3s 5200 I N / 50 /L!/1�:r o hCI�D side a jo.+a 12 h/ N ' L 1 A ' S 52 B7v 34'.W 7 13 6 I .09 24 124.Si j1 .2 5792 N Q N•/�Jr2 49 II I i Ph- o� o � 5 . O CL 4204- LU 117 ,J PSG �' / E) !STING O ` i __i ' I ! 410 __.>e !2. - - - ._ _ '" �.. 1�---_ _ __._�J _ - 450 �_ _ •' ti11 ��+ ��---`ATA_ _ 25 J11 L I TY � __. . _.� ,_ i EA5E, , I EX15TING 8" I _ . _ M 1 j �' C,AAROE gT. ((- � E x 15T I N G ' -E X 5T I N 25:. NM 4 ..j AT-�- I c'. H! I L3 f.�„' I O SANITARY NF-1 too b 5ANITARY PROP05Ep EXIOTING PROP05ED `, N v► 1 5 -10 UTILITY 0 I / ---�1 WATER LINA '� EASEMENT ` SEWER l > ExiSTING- 8 I 5AN ITARY SEWER W __ _ � .-- _ �`.,. �., I , "' "". s '�' �. d r '3L-Lj M a F AQ t.N,1J✓ �T �/ I /Iv1,r'o+oo I_A( !3 = ' SAN1 RY 5Eti\fER LAT 440 Ot 34 LAT A EAS& I J 1 EX►5T 11JG Ig q� I / i w -D ocD T STORM L11�E 4 \ t: X15T! NG 1Z WATER LANE 1 \ o ;� ,�' MI O t.A 5 5T 0 1 {�'� C.U L ' Ni 5 A C PR O F I L E a I X CL �, III �� ��___1; c (-� IF C� I. P �. 3 { II _ 1 ¢ 50' H O R I Z. EXI5TING WATER r 4 ' 1 10' VE STORM M-f 0 00 ; =� LINE b%2-7 LAT A !_ I" '� P.T. -- _ 15`� � �► + ; 4 30 0 _ �{ � + �*ar� MOu►J�AI►� R� I ,1 J U t L T Y NH _ 5T">rF IA J { EASE �FRAIOTIWG 8�� ' SANITARY %WERy 5 aur __..-__.____ /I - � _j - I o R M LINE 40 I .� _: .., _ 1. Ni c FARLA1`4) LU _5T C 8. 3*b5 5T. *4 1 /' 0+ 1EX15TING 10" STORM L1 Ni: o 1 MA �=%5AN ITA 2Y 15' UTICITY ` ' --e1I }x-15" UT"1 LIT ( EASE. kjLAT. �' EA5E MEN1' 1 i5 _ Fk..,. r L TY I WH 9*24 LAT A , ~' eQ•' sr` w; 1 ^5� ( -� i > O `d j i, y�, 5TREET A PROFILE �Q + �! O / �ti�o 7.. I" - 10' VERT• M-I 4+ 15 LAT� B WATER, 1 - _" SS 4 ('C Iw c _ �k 8, 2 b '1� 5 T 0 R M LINE N E # 2 ` �,�� CO o� o , ,�� sy 3 4 20" UTILITY EASE . GA 1571 NG Qu / C) � i . 4 4 i ?� _ / 5A ! , H RY w LOT �r*� / 5EWER / o ¢� SELl\0Q M-1 � 00 AT - ��' I I ( 3y(� --_._�__. �`\� �` C,,N►�?►�'I Q7D I2+' 0 LATA I C. Pr. 3+712 ST # 2 / ` o / I E 15T iNG / NH 4+t5 �l R�� E,�T�CV { +85 I_gT ,C ` __ __- ----- `.1 GR0UN0 / ` I.E. O U TI 430.0 .49 pi'm -�- i �, � C.B�44-12! 5T # 2 '( 0*00 2+00 5 ITARY 5 E W E R L T c„ ,�,,I I I I+14 4 / LAT A 1 l.� Ex 1575 NG 1 Z �Ci LI NEM ti Q /, 0' ! /' ,� I E. OUT- 454. 0 5' U r L t T Y _ _ -- _.t . _i r` 4 10 _ ----- -- - / + 4 4 0 �%.____- 4 4� EA5E. ) 5ANITARr 5EWER AT A S `\ I ____. w/ i - - 0 1 1 , I { 00 43 41 440 sr 390 ___.___ _._ _ _._-________ _ _ . �__ _._ -. ., 430 4 nth FIN15H g <� + GRA DE L �* 1!0+00 5A ITARY SEWER LATERAL. "13 i _. , 1380 100' H0R1Z. 12 30 I ` \ 440 ` 38n I. E�tT • i \ 1 I NH 0+00 LAT b = Ot 34 LAT Q► ; I / �/��. E OUT - 42Z.$ I I. E. I N - 380. 5 s..� l I ' S O. r 1 GHQ IvH 1 C ' I. E . OUT - 3 3 1 I - - MGUNTA, IN Q•� _ _-.� ! ( �i 3y0 L EXISTING /r j 1a ) E 1�=_ ._. :tl 41O SNJ, FIN15H li �+p;� , •� _, GROUND �► .i � \ ��F 0� I. E OU - 415.6 � nn - GRr DE .. - ' 0 0• - @ WATERLF i 420 _ _ ___ 4 2 0 - 4C�n _ _ _�______- _ g rF-_ _ _ __ . �- _ _ --_-.___ r 8" WATER =xPF)TING j 40LF 12" GGP EKI5TING / F IF 5L= 0.004�� P'►'I 9 '+ Z4 1 - I _._ ._..- G R oU N D '\ - '3L s 0. 0825 F/� q t- ,1 G R A D E 8 �q v hb5 I. E. I N - 401. t FIN15H GRADE 0� ' / I c.8. 4+12 WATER �0 o I 1 E. dUT - 400. 9 -- 40 L F 12!'1 '. L P / I. E. OUT- 419.0 / �. %/ -- • Ff 5t- = 0 2 FrF I. N - 4¢0 5 41C 1 . ;. 41 'a - - I 390 __._ __._. _-- -=�-__ __ _ �k o _ -._ , i= UT Do 3__ _---.._- .__ _.__.._. . ..__ ,, a� 450 � 1, E I ��F ` O 3 I 0 EX ISTI tJG i� bq �� F " C P �0 C. 3* 12 t _�_ -�_ .. h . i GROUND j L 12 5 C // o' ' E NUT- 41'7.71 _ �/ `+ �� G6? _NN / 5L :: 0. 0 313 F/F. , - t3 C. B. -4*05 - i T 417, 5 „ 05P 5L- O.004F/ '�I BUD I. E. IN� 399 0 EXISTING, 45 v OU D j I. E OUT 12.5 / / --- ___ _ _._ 6. OUT- 3 8 8. 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BOX 23332 DATENO. - REVISION �J - V 1 -39 " 132.8 6564S.E LAKE ROAD 15031:'224652 -rI GARD OR EGON 97223 PHONE 638- b(o22 I M 'PROVEM ENTS PL-AN AND 'PROFILE , FILE MILWAUKIE,OREGON 97222 � 1503)6539093 WULIn.".Prima Iwo"��1 cann�nr N SHAI)OW 14ILL: NO . 11T ----Mon J I ,� y li 1� 111 1 I h { 1�1 ill 111 11 111 11 111 111 lyl f� III 111 111 111 111 111 III 111 111 111 111 111 111 �1 1�1 111 111 111 1�l 1►1 . i l l ►�`► �'� I I I T- I < < I 1 1 II ) I I I ( I I I I I l 1 1 1 I 3 4 0 NOTE: IF THIS MICROFILMED r DRAWING IS LESS CLEAR THAN THIS NOTI�IT IS DW TO 1 „ J ,. �#.QIJAL2TY OF THE ORIGINAL .••^' - '"" ' RAM1N°' OE ea sa La 92 ��' tit 62 ZE 13 Ot 61 l••.el LI 91 sl bt IEI 91 11 of ` s • 1 11 41 �' c Tom" +II�IIIIIIIIlIIIIINIIIINI11 111iI11 lIIIIIll1111�111dwil 11IkN��11 fill 11{IIIIIIIIIIIINIIIIII _ . JULY 6 _..aaF. .....,n..., r.u. _.......,..._.. ,,,,,....__.... - _ J S 1. n" A. 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