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DALES GLEN SUBDIVISION A 1 r [ � YLN � 5T RYNMM. n 4 M ' U"\� ter,- �� '�>�•�; �;. .¢`�. W _ I _ • w • / �Z AICHENELL INC . WEST LINN . OREGON i NS o*6: '2 j NJ j � E h r i ! ► �. R E V I S 1 0 N S <>/� Zaw'6eo NO D ESCR IPTIGN ISSUED L7 ! DATE I'1 X I ti� , r x/.S I i tfOTE '�!'s7Tlrr /�£✓/s/O/1� �.'�f�P?�d/VS A:iE� ,3>' .S7ElE �. ELOPE?. M' k INSPECTORS COPY or Nt 00 I If I ' W S,?s�!j7'• S. I've F. r..__, � ! ..._._.. .. .. _......,. _... l 4. ._.._ . ".._ Zul ��'S f / I �i�/� /r ✓� F (rJ CL 4 W MJ 111 U W 'A W kl W it Ora v ra Q c o 0 o v o 0 0 Z W r r 3S I .�s4Alt? , U, w 20 All o m © m m m m m m a • � 1 I"_- mi. 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A£ 6Z 92 LZ 92 SZ *2 EZ ZZ IZ OZ 61 BI LI 91 SI bI r-I Z I I 01 6 9 L 9 SblI----• '.'•£ I2 1I I` y- 1�11luulnuluuln,llnnl►ullnulul�lulwlluullwluuh1�111u�11u11►suIni11m11nuI11u111t1I1u11u�111u11tnlluitlluiln►1It ItNlluc�attltMl,II11I1ti1I111�IIIlIIIIlIII11i1111� 111uulunlllu11u1luul WW�''.UWWI�I"-"-. lWlu11f11u1111�11u11 l JUNE 24 1992 94 !h D 44 .s Y✓951 V � , i�� '�� yiJ►T � � �\,�__��tJ�� V � r .� og .._ ..,,w.. _. �, • f = !'f�h�� • _,_.._ EVD 7WVC 7Ye'0N'Ir d 0 �• - _ 1 W tNC • a O- •, _._ _._'.�„�..�"`. .. ,, � • �� "'� A I C H E N E L L INC . WEST LINN OREGON _1 Jw 't1'/.zf,Zy �-sem "r..YIOAO1.9 4•�ra.P6. . AW OW Me `'►'wT4,: erg /Iro&e ,;,va cc�ws/7�':�GfJ11N' �rawil's ?< h mac' _ _ �• . �fsi s T I I � H � ^ R E V I S 1 0 N S �i I l wr G ESCRIPTION ISSUED DATE oor F e, �• � j � I h, y:� ,�. �,� ri. T I I r 'r *401! - -___ # r _f 1. 1► I Z.7% . Z! ' /�►� •M+�,! . c1I .a'1"J+M ' /rG+fv IR""�' 'Ii r�+/4 f'c�� er _ 3 v , :6iG' Jam" . .;,. I U 1 ,�!'t" r' •r►��j. 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I ___. �_....._..._.._._�_.�._.__..,,..__...._..._ __....._..__....._......,.�...._..,._.. . ._.. � log,• ,( I ' I xrn 1�1!! .a�-ds .�► }1warz S7� I , 100 d It 145f Id dd.Id It G 49 4Q- I f/RI �>w ' I*' A»►M Off, dam, ICS �4 .w / ` it.OW .Al1YD'V>' i ! ��•�jg!i 1 tinr& GRAPHIC SCALE .� 'xrJ?!�" �4'�!�'�lrr,•" 'J'�".�•�y"4 r3'f�,y4,-, iNIN'' QAr-o' A' ' DRAWN BY SCALE �1 o OV 011 �/ • i t,.c"' ` 'r a c:y1✓A q' ;J!"�!C r'rr A11 ,C).: CHECKED BY DATE "/". ✓ / Lr. r� A1 J r IM��dRs � Aiw fj A& ,ari"A*,&L? 4%>- DRAWING NO AC 1Ao1_%P7044JC;b !Y Ace-o eAv DALES GLE1,,1 �. casrac precrsv-xi carR�»r_s ago= _ \' • ._, ..t •� .i• T__�' .�_ r r'--._. ••�� 111111m,te. ug•. _ ,+++a+�!...,r,yy-___�..__,.��.�y,..._,..'.._�____'_ �.-+ww�••w..T -- - t �t� 11 1 I I 11 � ' I11i111 ' 1111 ' � ' I ' � ' I ' ' I ' I ' i ' I ' I ' I ' I ' 1 ' Ill ' IIIII ( ! I ' ,I ' IlIII11111I1I 1 6 7 8 8 10 11 12 NOTE: 1F THIS MICROFILMED -- - DRAWING 1S LESS CLEAR THAN THIS NOTICE;-`IT IS DUE TO QUALITY OF THE ORIGINAL ^"DRAWING. QE 62 92 12 92 92 1rZ EZ 22 IZ OZ 61 11 LI 91 91 b I E I ?•I 11 01 6 9 L 9 S IF E 2 1 '-'" ,►3111111 III 111111111111111111111111111111141111111111111111111u111'Sol 111111111611111111'Allfi111t1111u1uu111111111111Ili lullulllIIII11dI111i1u111114111111u1ltululllunluulnull� f1111111nnInIIIIIIIIIIIlI1LLIH8fllllll111�11t11111111llllllllllllllltElI1111 JUNE ,424 1992 !`4o en m --j n Q fl RL cv `° c co 3 En �j 0 - - �-- 0 - I 0100NNELL, RAMIs, ELLIOTT & CREW Al iORNCYS AT LAW F4 OFFICE MARK P O DONNELL TEI4 GRANT, SUITE 202 TIMOTHY V RAMIS 13ALLOW & WRIGHT BUILDING C. VEIY OREGON 97013 h 1 NNETH M ELLIOTT 10031 2661149 STLF'HEN F CREW 1727 N.W HOYT STREET HELEN L FULTON PORTLAND,OREGON 972C9 (303) 222-4402 ADRIANNE J BROCKMAN PLEASE REPLY TO PORYLAND OFFICE OF COUNSEL ,July 2 , 1985 Mr. Bob J n City A nistrator City o Tigard P. O./ Box 23397 Tiga,`rd, Oregon 97223 Re: City of Tigard - Falcon Construction Co. (O'Neel Acres Subdivision) Dear Bob: Enclosed please f-Lnd a copy of the .response to my claim against the surety, PIFC, dated May 24 , 1985 . As the letter states, PIFC � s judgment proof, and an action against PIFC to collect on Falcon Construction' s performance bond would probably be fruitless. You will recall that the City received a check from the Bankruptcy Trustee in early May in the anount of $1 , 218 . 38 , representing the City' s share of Falcon' s bankruptcy estate. Based on this recent information of PIFC' s financial status, I would recommend th,3 City take no further collection action in this case. Sincerely yours, Kenneth M. Elliott KME:dd Enclosure cc : Randy Clarno w/enc SCIJWA13E, WILLIAMSON,WYAT'T, MOORS & ROBERTS ATTOR.UEYS AT LAW SUITES 1800-1000,PACWEST CENTER 1211 S.W.PIPTH AVENUE PORTLAND,OREGON 97204-3795 TELEPHONE(503) 222-9981 CABLE ADD'TESS"ROBCAC DOUGLAS M.THOMPSON,PC TELEX 151563 (1031700-2.73 June 5 , 1985 TELECOPIP.R (503)7902900 Kenneth M. Elliott Attorney at Laky 1727 NW Hoyt Street Portland, Oregon 97209 he: City of Tigard - Property Investment Financial Corp. Dear Ken: Responsive to your letter of May 24 , 1985 to our T-try Hauck , who is on sabbatical , please be advised that rroperty Investment Financial Corp. no longer has any interest in the subject property, nor does it have any net worth with which to respond to any judgment that you might obtain against it. (One of the many victims of the housing industry slump. ) We tell you this in the hope that your client may save tax dollars by not filing a lawsuit that has no hope of collection. Please let me know if;-you need anything more. Very ttuly yours# " j 1 j �/t-q� }}/ DOUGLAS M. THOMPSON, P .C. UMT:ph A ✓�� cFiyFb e Ions w.1S111N6T0N.DC 2a1rt17 • 7HB FL11l'N MIl.1_3l'IIF JU2 • U11101(11-W.% :'-1 N W. • 1711210650300 .%FArrLLL, NASHIN0r0N 9P171 0 PEOPLES NATIONAI. HANK 11UIL[)INO 4 Sl'IIE l"I 0 1d 13 FII'1'H AVENVE • 12(N0 n21 0168 i O'DONNELL, RAMIS, ELLIOTT & CREW MARK P O OONNELL ATTORNEYS AT LAWCANDY OFFICE 191 N GRANT. SUITE 202 TIMOTHY V RAMIS KENNETH MELLIOTT BALLOW & WRIGHT BUILDING CANBY.OREG07J1197013 . STEPHEN F CREW 1727 N.W HOYT STREET 1903I 266.1 D HELEN L FULTON PORTLAND.OREGON 97209 __. ISOJI 222.4402 ADRIANNE J. BROCKMAN PLEASE REPLY TO PORTLAND OFFICE 1 Or COUN&tL 7 May 24 , 1985 CERTIFIED MAIL - RETURN RECEIPT REQUESTED Mr. Terry C. Hauck fC�' Registered Agent Property Investment Financial Corp. 1211 SW Fifth Avenue Suites 1600-1800 Portland , OR 97204 Re: City of 'Tigard - Property Investmentment Financial Corp. (Letter_ of Commitment on Dale' s Glen Subdivision) Dear Mr. Hauck: Our firm represents the City of Tigard. Certain public improvements in the O'Neel Acres Subdi-vision, (fo.rmerly known as Dale ' s Glen) have never been completed to City standards, desfite several previous demands. The developer, Falcon Construction Co. , Inc. filed a Chapter 7 bankruptcy petition, the City filed a Proof of Claim and we received a check from the bankruptcy trustee on April 29, 1935, in the amount of $1 , 218 . 38 . The check represented 12 . 94613% of the City' s claim totalling $9 , 411 . 16. The $9 , 411 . 16 c.-) aim was comprised of the following items: (1) Sidewalk and drivewav apron - for Lots 1 , $3, 000. 00 4 and 6 . (2) One-inch, Class "C" A.C.Overlay on NorLh 6 , 381 . 1.6 Dakota Street and 94th Avenue (3) Clear out storm ditch inlets (2) 30. 00 The first two items were specifically referred to in Resolution No. Q-09, passed by the City of Tigard on February 8, 1.982 , and the -ew:r inlet problem was discovered during the maintenance period. The City mailed earlier demands to the developer and PIFC dated June 6, 1983, and August 22 , 1983 . Demand is hereby made fo:- payment May 24 , 1985 Mr. Terry C. Hauck Page Two of the sum of. $8, 192 . 78 , the net claim after deducting the bankruptcy distribution, plus interest at the legal rate of nine percent (9%) per annum from February 1 , 1984, until paid in full. Payment should be made in the form of a certif_ieu check to the City of Tigard and delivered to this address within 15 days. If PIFC requires additional documentation of this claim or submittal of a Proof of Claire ,on a particular form, please forward such requests to me and I will provide the necessary information. Sincerely yours, Kenneth M. Eiliott KME: js enc. cc: City of Tigard r'll1 UNITED STATES BANKRUPTCY COURT FOR THE DISTRICT OF OREGON /1 In re ) Case No . 383-02213 ( 7 ) FALCON CONSTRUCTION CO. , INC ) NOTICE OF: FILING OF FINAL ACCOUNT(S ) OF TRUSTEE; HEARING UPON APPLICATIONS ) FOR COMPENSATION; HEARING UPON ABANDON- Debtor ( s ) , ) MENT OF PRCPEhTY BY THE TRUSTEE The trustee having filed final report(s ) and account(s ) herein, notice is hereby given, that there will be a hearing held in Chum-rpco No" I 9th Floor, Orbanco Building, 1001 S. W. 5th Avenue, Portland, Oregon on 'Thursday, March 21, 1985 at 1:30 P.M.—for the purpose [as appropriate of examinin3 and passing on the report( s ) and account( s ) , acting on applica- tion ( s ) for compensation, and transacting such other business as may properly come before the court . Attendance by creditors is welcomed but not required . The following applicatiot, ( s ) for compensation have been filed: Commission Anpl.icants or Fees --- Expenses John B. Franzwa S 308. 70 S 3. 90 Trustee Attorney for Trustee $ S . � S Attorney for Debtor ( s ) " $ a Attorney for Petitioning Creditor ( E ) - $ S Creditors may be heard before the application ( s ) are determined . The trustee ' s account shows total receipts of $_._.4 , 290. 16 and disbursements of $ 7. 00 , and a balance on hand of S 4, 283. 16 In addition to expenses of administration as may be allowed by the court, liens and priority claims totaling $_ 154 . 92 must be paid in advance of any dividend to general unsecured creditors . Claims of general unsecured creditors totaling $ 30, 480. 46 have been filed . — The trustee stated an intent to abandon the following property : Note frrm Michael. L. Fettig and Claudia M. Fettig; Claim against Gus Bachmeiers I=andscaping and Estate of. M. J. B.Rag eling.Abmdoned as burdenscun and in estate's best interest. If no objections are presented at the hearing set above, the trustee will abandon such property . This notice has been mailed only to creditors who filed claims as of this date, debtor ( s ) , debtor ' s attorney, if an , and trustee . Clerk of e Ban"Iltiptcy Court n nr,.TT.D : f e_ hruary 14 , 1985 �v Deplity Clerk 740 . 50 ( 2/24 /83 ) L lam+ 711.4c O'DONNELL & RAMIH MARK P. O DONNELL ATTORNEYS AT LAWCANNY OPPICS TIMOTHY V RAMIS 181 N GRANT, SUITE 202 KENNETH M ELL OTT SALLOW & WRIGHT BUILDING CANS Y.OREGON 97013 STEPHEN F CREW 1727 N.W.Hnvr STREET (503) 266-1149 KIRKLAND T. ROBERTS PORTLAND,OREGON 97209 —_ (503) 222.4402 ADRIANNE J. BROCKMAN Of COUNSEL PLEASE REPLY TO PORTLAND OFFICE January 25, 1985 Mr. Boh Jean City Administrator City of Tigard P.O. Box 23397 Tigard, OR 97223 Re: City of Tigard - Falcon Construction Co. Dear Bob: I have enclosed a copy of the Bankruptcy Trustee ' s Withdrawal of Objection to our claim against Falcon Construction Co. Although we have additional security in the form of the performance bond, the claim against the debtor is considered by the Bankruptcy Court to be totally unsecured because we have none of the debtor' s property tied up as collateral . Mr. Franzwa, the Bankruptcy Trustee, has advised me that there will be very limited funds available for distribution to the unsecured creditors. He will be closing the case and making a final distribution within the next month, and Tigard will re- ceive its pro rata share. Unfortunately, the surety on this subdivision, Property Investment Financial Corp. is also in dire financial straits, if not already completely out of business, following the collapse of Columbia Pacific Banff: and Howard Gammon' s empire. I would recommend that our office conduct a brief investigation to determine whether there is a possibility of collecting against PIFC. If we conclude collection will be unlikely, I would rf -ammend the City incur no more legal fees and complete the $9 , 000-, in public improvements at its own expense, after crediting whatever amount is realized from the bankruptcy distribution. Sincerely. you -s, I t,� Kenneth M. Elliott KME: js enc. i \ � r•,1 �i1r iaA �J O r(1 �4 r r 4J �4rnM r. to in rri M •rItT r!1 r'•rl N �i A Ij Y O/ 44 O � O/�Arj >4 />I • u41otr � uuah u� °z j Cl :j 01 F m z 0 Oia 0 Z3 z c: i z Z Ch N h h O a Q m 0 UNITED STATES BANKRUPTCY COURT FOR THE DISTRICT OF OREGON CITY OF TIGARD In re FALCON CONSTRUCTION IZ70 Case No . 383-02213 ( 7 ) -- ) TRUSTEE' S AUDIT OF CLAIMS WITH OBJECTION TO UNSECURED STATUS )) FOR SECURED CLAIMS AND TO UNTIMELY CLAIMS , AND NOTICE AND ORDER THEREON Debtor ( s ) . ) I certify I examined the claims and claims register in this case and the addresses are the same on each , and I have no objections to any of such claims except as I have previously filed . The following secured creditor (s ) have not requested a hearing to determine the value of their collateral, and I object to allowance of such claims as unsecured claims : CLAIM NO. NAME OF CRF.DITOR (S ) A140UNT 1 Drinkwater Engineering , Inc. $ 49 . 00 9205 S .W. Burnham St. Tigard,Or. 97223 1.0 City of Tigard, - $9,411. 16 P .O. Box 23397, Tigard, Or. 97223 The following creditor ( s ) filed claims after the date fixed for filing claims and without stating they did not receive notice of this case in sufficient time to file a timely claim, so I object to payment of any dividend upon such claims until the timely filed claims have been paid in full and will pay all such claims on a pro rata basis : CLAIM NO. NA14E OF CREDITORS ) AMOUNT NONE. 1 �14,41 . . JOHN BI. FRIINZWA IT IS ORDERED AND NOTICE IS GIVEN that the above secured claim ( ., ) will be disallowed as unsecured claimp , and the untimely filed claim ( s will receive no dividends until the timely filed claims have been paid in full and share on a pro rata basis , both without further order of the Court, unless within 30 days of the mailing date of this notice , any creditor listed above files a written request for a hearinq, and sets forth the specific grounds for such request, with the Clerk of t e ourt, TUU Orbanco Bldg . , 1001 S .W. Fifth Avenue , Portland , Oregon 97204 , and mails a copy thereof to the trustee at Wf, ;- t �gr --9�2 21 — — DATED: Nov. 28 , 1984 C1. F THE RAN ,f U T Y COURT ' B Y Fv - 7 - -K- 1 V On Nov. 29, 1984co des of the above audit were mailed to Tach of tale A-hove named crec 1 :or ( s and the trustee . Clg of the Bankru Court By u Pu y C erk 754 ( 7/29/83 ) p0-eeyys�c�� ♦ - 3a - gel n(. .�A K . 3.05 )C 51 X = 46 Toy/ X70' x 34 ' v,(o „ (�ac - PC- -5A C C41W IZA O!US AT lArl- e56-f—MIOAJ5 3 EA) 1 Fey> FT /5Z Ag7VO41AJr. , Co USA' 57RE¢r- NIT44 MARINoGEt f57o 7, 5 UNITED STATES BANKRUPTCY COURT FOR THE DISTRICT OF OREGON In re ) FALCON CONSTRUCTION CO. INC. ) Case No. 383-02213 WITHDRAWAL OF OydECTION TO Cunimi ito . i ) Debtor ( s ) . ) City of Tigard The trustee having been supplied the information required to valif3,, to the claim entitled above , the objection thereto is withdrawn. On January 23 1985 a copy of this withdrawal was mailed to the creditor who filed the claim numbered above ._ \ Trusteei JAN 25 1984 763 . 5 ( 8/3/82) aMIX -P2r��TEC`r e-tiEe.KutT L "5 GLIA SArJ. SEuMr- AI/C G-5i____-__ ''r� As-soler 5T'. SEc,JE/C V-�LEAu lAic.ir7 'rh 57ArGri LIAJE AT"" EAS-" E+IJD u6 AJ, D�K, aF,/ $e JrN S i P>6 Cie S-O X&FT. C wRIS pK UJ AT.-r- K POis it �ryeuJER i'e�tc C� - nE- 5RC 114T+o CA 19 L& roA5 STiCE6T r3Ase =,4cm/. F1Asb WITALL, AA11 1LiFT P.0 . I," LIFT nft�&V1;D CAJ Al. r)AK - ft AJO (a 4rN SJKFAC8 tgAfeWIJGt A!11A 5tt;�4s 1 �ARR�CAOES s IPAwALvs C)f.-,( A- i! 29c + !! at_ y57H� .+ F�R�C AJ ow o-J ter.$• 04-c- a t-1 Cl q-19-1 MSNEN-GNAlft IZAMPS 9y 1.0 aP/ �AyT l.c;t' A'�" ERST^ &41i� VAK• K A I t.$sX '' Lt1STERS STRGET�.�CNTING Z L.AnIc-IS(s,APl IIJG GEIJERAI- U¢AINIACS ; G6N6d,At. 'SAFETY (151IJML CL6AIJuP M AINT. 130ND lE i K� PATi! UNITED STATES BANKRUPTCY COURT FOR THE DISTRICT OF OREGON In re: ) Case No. 383-02213 (7) FALCON CONSTRUCTION CO., INC. ) APPLICATION AND OLDER AMENDING SCHEDULES AND MASTER ADDRESS LIS'r Debtor. ) 1. The above named debtor moves the court for an order amending the schedules and master address mailing list filed herein by interli.neation to include the following additional creditors: Possible claims by the City of Tigard for subdivision work or possible claims by PIFC Bonding Company for Falcon Construction Company with respect to the same project City of Tigard (contingent) ) PO BOX 23397 ) Tigard, OR 97223 ) Attn: Robert L. Thompson ) $88,450.76 Property Investment.. Financial Corp. (contingent) ) 1800 SW First ) Portland, Oregon 97201 ) Attn: Stephen H. Hinckley ) 2. The first date set for the §341 meeting of creditors in this case is August 1, 1983 at 2:00 p.m. John B. Franzwa of 6438 SW Hamilton Way, Portland, Oregon 97221 has been appointed trustee. Dated: July 21, 1983. B11ClCCIIN0 & UFFELMAN, P.C. Anthony Buccino -- 610 SW Alder. , Suite 400 Portland, Oregon 97205 (503) 221-1172 Attorney for Debtor Based apon the above ;,,,plication, IT IS HEREBY ORDERED that: 1. The schedules and master address mailing list in this case be amended by interlineation by adding thereto the above named creditors. 2. Each additional creditor is notified that in order to share in any distribution from this estate, the creditor must file a PROOF OF CLAIM with the Clerk of the Bankruptcy Court on an official form on or before --M- 1 1984 except pt as otherwise provided by law. YOU may still he a63.e to share in a distribution of assets if you file a claim after the date just set, but before signing of the distribution order. IF 'PHIS IS YOUR FIRST NOTICE OF THIS CASE, you should clearly note this fact on your claim for. CLERK OF THE BANKRUPTCY COURT 1001 SW 5th - 900 Orbanco Building Portland, Oregon 97204 On JUL 25 1983 , I mailed copies of the above application and order to the debtor(s) , debtor's attorney, if any, trustee and the above named additional creditors. CLERK OF THE BANKRUTPCY COURT BY /S/ RAMONA D. COLYER, Dept y Clerk Deputy C er OFF5'er CROWN C.h'ST W CST 171 17 SW DA K 0 7A S.-W. .9-f- TH C T. L,gLES G LEN SrALF; / -/c7 v!• TE ; 7j2 218 PROF�.r 9,175 /�t1E_N -LZ. I AI C R, 9 S s- S.`t!CO/NME'h'C IAL 7-16AAW If OSP 97,,23 (re)2) r• R E L E A S E The C' ty of Tigard, Washington County, Oregon, hereby releases Columbia Pacific Bank & Trust Co. from any and all loan commitments, of which the City of Tigard may be beneficiary, for a development loan for Dale 's Glen, a 16 lot subdivision on S.W. Dakota Street in Tigard, Oregon. This release includes commitments made to F. Dale Lumpkin, Eugene A. Harfst, Dennis R. O'Neel, or any partnership or venture involving them. A number of letters have been written by the Bank to Lumpkin, Harfst., O'Neel and the City of Tigard, on various dates , committing various amounts of. funds. This release encompasses any and all such commj.t:ment letters. DATED this _ '� day of ,��ti,, ,, , 1981. THE CITY OF TIGARD By _ l� Title l_ f'tel .�,� a CITY®F TIViQRD WASHINGTON COUNTY,OREGON December 15, 1980 I To Wbom it May Concerns The Attached format for Dale's Glen Subdivision, to wit- Commitment of funds (for construction) dated October 13, 1979 is not acceptable. John S. Hagman Supt, Engr. Division City of Tigard 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639.4171 -_j 9 ,v Apri.l ?, 199C 'Ir. tennis O'Neel 10175 SW Barbur Ilvd Fortlan.i, OR 9719 Re: Dale's Aenn Subdivision De.Ar '+r. O'Neel: returned herewith is your (letter of credit) submittal. It does not address sidewalks, street:lirhts or aanitary newer, all of which is required to be i.natnlled therein. Please male the necessary additions and re-submit the (proposed) document. We will then forward it to the City's nttorney for determination of sltfficiency and, if 'ok', to the Council for. acceptRncf!. Yours truly, Tohn S. Hagman Supt. Engr. 0ividon JS1::p j p dncl. MEMOt ,� S/M S W1Y• a:��L�lam/ P_JNE: 4'S PAGE: C A SAGE BY: p r CM(OF P,ial�p i G i C�e�� I' i f( WOW"( rrr.iir MfR zE C. i +rm s w#A* r e rash t411Ap,a�r'fleM�rtb ^,6,W4111 -_--- —_- 6 CITY OF TIGARD-12420 S.W.MAIN-TIGARD,OREGON 97223 RECEIPT DATE: � v.C� -�`� AMOUNT: S 131 . 6p ' ai LLARS +!�_ I AM NAME -- -_—� -!- -.- CASH: R ADDRESS: M.O.: # OF FOR: ACCT. 0 PERMITS SURCHARGE AMOUN / SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 _-- BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 111YYY PARK DEV. CHARGE #1 30-367 PARK DEV. CHA<GE #2 30-368 Z NING ADJUSTMENTC 05-362 lsz0 TOTALS RECEIVED BY --_-.- ----- ---�_ _._--. -- PERMIT NUMt11Io AISIQ D: - Number Amount Number _Amount _Number -Amount �---- ----- S - �— S -- 3 r 1. U4 i --------- S- --- �--- RECEIPT N 5058 ..oft _ ., CITY OF TIGARD DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET PROJECT NAME LES L lU - - -PROJECT N0. (1) PROJECT FEE (City ord, G8-49, Soo. 10, Par.°A")' .� (j)Total estimated Improvement coat . . .. . �).. . G) Less can, sewer estconst cost. .... . . Adjusted improvement cost ........ . ... ... y��___._�. uhtotol) p 47 (suto a (2) SEWER FEE ( U.S.A. res. 70-12,Se c.9, Pa r.��0"): a)Seger pion chP,7'� tee 8i ins pection fee , 1) 10.00 X (no of lots) 1; -- Co r 3 —. 2) IOn.00 min. C] t b) Permit tee 13 connection charge paid . . . .. ..... ... . .-ti- c) Seviar distri.t contract sus-charge paid (district nnm!— (3) STREET LIGHTING EEE : a) P.G.E. lighting scheduia no n) t+tthly rate option. . ..... no - I type of!Ight� lumens - q`1 9 �fp (mlhly rate) (no•of tights) fYPeoll �,rt oi�isn _ I -7 54 - - (rnthiy role) (no of pelta ) lyr. = 12 mth's (subtotal) 2yr._24mth's 4l(eubto1ul Inc.of mthf) (4) SIGN FEE ({t�mkinstetlation} (per sign) (no of sign) STOP ---- X - - --- RtSTRICT. OCCUPANCY X ---- STREET SIGN X cot,la.STOP/S f t);'•tE 1 ---X •--1— - h NO PARKING — X mtsel. typ!) - -- r X 741 _ RECEIPT NO. nAT E PAID check ';RIAND TOTAL cash d money order v �;Insert:tower,street,ur �J�` �� Av�),Ld VeY'L)al P• essaries ,-C_ C-;>"� y�pl� ' 6666 A J CITY car z'i(>1�r>.L) V subjec : . �a� Ce V-Vj SW6lw, __..._ u��tE�: _. _. . _ Z 1°I - 80 ' C�P�., p,c„a►�� . - WE pRgphRE� -- 'rNG`{ e.xEr-�rit''D , 2.> �e�wb �oa►ns - w G PRGE+�t� - � e�b►5[ �x�.e v { 1 C DP•e aG oor (C,�•c1 pRe�Uti►�. Q hY „gptilb 1JD T SIFT S /k CYO R`1 gNGul� RE ExEfi urn pKWrQC '.S A01b FuQttYER I TN�c� �rwaMT �S �� ►.C.Y � R►� ..`Rl�uDcl►6t.E �rn�-Q of CQ��•c . bo►�T_ ' k -'tl�1E "L�4', C� ,�� C,�`� �,'jO@1J R,�V\ eeL�IN�I►�`S � �oNN�L1Jr �E+�eeb� - u.4pyteny;ekvtWduJuaw.n:.mder rsefs'ai.`:t++. ,vr�np� Columbia Pacific Bark & Trust Co. One S W Columbia/Portland.Oregon 97258/(503)226-0226 February 15, 1980 City of Tigard P. 0. Box 23397 Tigard, Oregon 91223 Gentlemen: We have committed to finance the land and development cost for a subdivision known as Dale' s Glenn, located in Tigard, Oregon. The developers have signed notes with us totalling $76,886.00 which should cov?r the development cosLts. if there are any questions regarding this matter, please call me. Sincerely, Rick C. Garlock Assistant Vice-President RCG:csb Columbia Pacific RECEIVEDJAN 14 1979 Bank & Trust Co. One S W Columbia/Portland,Oregon 97258/(503)226-0226 COTY OF TIGARU January 11 , 1980 City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Gentlemen: We have committed to finance the land and development cost for a subdivision known as Dales Glenn, located in Tigard, Oregon. The developers have signed notes with us totalling $76,886.00 which should cover development costs. If there are any questions regarding this matter, please call me. S�r� Rick C. Garlock Assistant Vice President RCG:vlc CASH BOND ESCROW AGREEMENT THIS AGREEtiENT, made this day of , 19 79 , between the CITY OF TIGARD, hereinafter termed the "CITY", and HARFST-O'NEEL• gRQPEZITES hereinafter termed the "PRINCIPAL", and termed the Bank (Association). W I T N E S S E T H: WHEREAS, the Principal has heretofore executed a Subdivision Compliance Agree- ment, with respect to the development, construction and improvement of a residential subdivision within the City known as DALES GLEN , a copy of said agreement together with a particular legal description of said lands being attachod hereto and by reference made a part hereof: and WHEREAS, the Principal has proposed to the City that there be entrusted to the Bank the sum of $ 76,886.00 as a cash performance bond to assure the City that all requirements of said Subdivision Compliance Agreement shall be properly and timely performed and to assure that the costs thereof shall be timely paid and all requirements thereof met; and WHEREAS, the Bank has agreed to take title to and hold in a trust capacity the sum of $ I(e ,00 and hereby acknowledges custody thereof to be held pursuant to the terms and provisions of said Subdivision Compliance Agreement as hereto attached, and it is desired hereby to set forth and define the conditions applicable to said bond. NOW, THEREFORE, if the Principal shall faithfully observe and timely comply with all requirements of said Subdivision Compliance Agreement and all ordinances and regulations applicd'ule to said subdivision, and if the Principal shall well and truly perform all matters and things undertaken thereby and hereby to be performed and shall promptly make payment to all persons supplying labor or material for any prosecution of the work, and if the Principal shall nct permit any lien or claim to be filed or prosecuted against the City on account of any labor or material furnished, and if the Principal shall promptly pay all contributions or amounts due the State Industrial Accident Fund and the State Unemployment Compensation Fund, and shall promptly as due make payment to the person, co- partnership, association or corporation entitled thereto of the monies mentioned in Chapters 279.320 and 279.510 O.R.S. and shall promptly comply with all withholding and payment requirements of Chapters 316.162 to 316.212 O.R.S. with respect to the collection of taxes at source, then upon full completion of all work and the furnishing of evidence satisfactory to the City that all requi.rcments hereof have bccn fulfilled, and if the Principal shall execute and deliver to the City the Maintenance Bond described in said Subdivision Compliance Agreement, then the Bank shall thereupon release to the Principal the said ca3h bond deposit : PROVIDED, however, that the obligations hetiof shall not apply to any money loaned or advanced to the Principal or to any subconL*actoi, or other person in the performance of any such work whether specifically provided for by contract or other- wise. IF, however, the Principal shall fail to literally comply with all requirements of said Subdivision Compliance Agreement and all the requirements hereof, or shall in any particular perform the work in a defective manner, upon 10 days notice by the City to the Principal and such default or failure continuing thereafter, the City is hereby authorized Lo have said orork performed or the requirements of the Subdivision Compliance agreement brought into conformity with the terms thereof and with the City's ordinances and regulations, and the City shall be, and it is hereby, authorized to charge the same against the entrusted cash deposit and the Bank agrees to pay therefrom all amol.:nts certified by the City to be chargeable thereto. Nothing herein contained shall be construed to constitute i acceptance by the city of any responsibility for maintenance of the improvements nor shall the City of any responsibility for maintenance of the improvements nor shall the City by reason thereof become obligated to any person or property owner for any loss or damage arising by reason of the manner in which said improvements were constructed. Further, the City be, and it is hereby authorized in addition to the foregoing, in the event of such default on the part of the Principal to charge against said funds all costs incurred by the City including Attorney's fees in exacting compliance therewith or herewith, and the Bank agrees to disburse said funds for said purposes upon certification thereof by the City. Upon fulfillment of the foregoing in accordance with the terms and provisions hereof, the City agrees to furnish a certificate of release of said deposit or such portions the-.eof as shall remain after fulfillment of the requirements hereuf. IN 14ITNESS CIHEREOF, the City under authority of resolution of its City Council has caused this agreement to be executed by its Mayor and City Recorder, and the Principal and the Bank have affixed their corporate signatures on the day and year first hereinabove written. ` ( v\)" GITY:- CITY OF TIGARD, OREGON l By. Mayor 1 By: Recorder PRI;VCIPAL: HAF.rST-U'NEEI PKOPERTIO By: 1 By: By BANK (ASSOCIATION): By: By: V: 1-' OF ()T3 I,(ION ss. CORPORATE ACENOWLEDOMENT day of 19_, before me appeared ---------—_ both to me personally known , who being fill IV i-n , did say that he, the said is the i (h,n t tid fie, the -aid is the Secretary —the within C, that the seal affixed to said instrument is the cor- I ;i id C ,i-poration, and that the said instrument was signed and :11 , d in h( 1,;i1f ()f said Corporvatloi. by authority of its Board of Direct,-Vs , and :-,:lid ill"trument to be the free act and deed of said Corporation . IN TESTIMONY WHEREOF, I have hereunto set 111'V hand and affixed my official seal the day and year last above written. Notary Public for Oregon My Commission Fxpires ()I. OR1,00N, ss. CORPORATE ACKNOWLEDGMENT (hi ()f 19 before me appeared d both to me personally known, who being duly av i hitt, he , the said is the. ! ,'f nt , mid he, the said Is the Sccreta, y —the within :,,nd that th,:- seal affixed to said instrument is the (_)rl)():'ate -1 ;jid Ut j)()ration , and that the said instrumpnt was signed and sealed ir. :iid Cot-poration by authority of its ard of Directors , and acknowledged said instrument to be the free act and dc• d if 1—r,, i i (in . IN TESTIMONN WHEREOF hav,.:� hereunto set, t,i - hand and affixed my WHEREOF', seal the dar and year last above written. ri_off_a—ry-Pub 11 c__fo_r (5_i_e_go n__ My Commission Expires STATE OF OREGON ) ss. County of —) On this day of , 1.9 , personally appeared the above namedand acknowledged the foregoing inotrument to be their voluntary act and deed. Before met Notary Public for Oregon My Commission Expiresa�__,��__, STATE OF OREGON ) ss. County of ) On this day of , 19_ , peracnally appeared the above named . and acknowledged the feregcing instrument to he treir voluntary act and de^.d. Befote met Nctazy Public for Oz��,on M �--��--�---- My C,=:-ission �>iC/4�NAC_ SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the day of , 1C+ 79 betwecn the CITY OF TIGARD, a municipality of Oregon, hereinafter termed the "City", HARPST-11'NERL. PROPERTIES — hereinafter termed "Petitioner". W I T Li E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a Fubdivision plat. known as DALE'S GLEN _ lc,cai-gid :. in Section 35, Township 1 South, Range 1 West _ _ Willamette Meridian, Washington County, Oregon; and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to Install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for t`ie development and requires the payment of fees; and WHEREAS, the City has approved and adopted the standard specifications for Public Works coustruction 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 placed in petitioner! , 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 improvements 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: G) Petitioner shall proceed with the development, with the intent and purpose to complete alt public Improvements except sidewalks and street trees of Eaid subdivision not later than two (2) years from the date of this agreement, and Petitioner is hereby bojnd to comply with all. subdivision standards as set forth in said Subdivision Ordinance and the standard specification adopted by the City of Tigard, or as may be otherwise approved by the Public Works Deprrtment and to use onli, such material and to follow such designs as may be required tc conform thereto. (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, with liabitit� in the amount of $ 76,886.00 a copy whereof is hereto attached and by this r"ferenc; .rale a part hereof. (3) In the event that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the t-imp limits, upon tra (10 days' notice by the City to Petitioner and Petitioner's sureties, and 'Zuch defFult and failure to proceed continuing thereafter, the City may at its' option proceed to ha,re the work completed and charge the costs thereof against petitioner and Pelltloner' s+ sureties and in the event same be not paid, to bring an action n the said bond to recover the amount thereof. In the evert such action be brought, Petitioner and Petitioner's sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum -is the court shall adjudge reasonable as attorney's fees and costa 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 mariner, 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 with the execution hereof, has deposited with the City an amount e.stirr,ated to equal rental and maintenance fees with respect to the street lightir* facili.+A es within XQiLWV X the subdivision, according to Portland General Electric- Schedule #)I, Option B, together with a further sum equal to the estimated Cost of providing elettric.al energy to energize the street lighting facilities for a period of two (2) yearfrom the date of initial energizing of said lights. Said amount being $ 180.48 (5) the City agrees to make acid provide periodic and final inspec:ti,lri, which ir, th, CiLy's interest are desirable to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspection fees. * (6) The City agrees to install street identification anC craffic signs witni.n the said subdivision, in consideration of payment in the amount of $___74.65 (7) At such time as all public improvements except sidewalks and street trees within the subdivision l;gve been completed in accordance with the City's requirements, Petitioner shall net.ify 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 Petitioner will submit to the City a good and sufficient maintenance bond, if not already provided with the performance bond, f m approved by the City in the sum of $ 15,377.20 to provide for correction of ai.y defective work or maintenance becoming apparent or arising within one (1) year after final acceptance of the public Improvements by the City. (8) Upon receipt of certification by the Department of Public Works ghat all requirements have been met and a On.e Year Maintenance Bond, the City Council agrees to accept the public improvements, subject tc the requirements for correction of deficiencies and maintenance for a period of cne year as her,,inabove set forth. (9) That in addition to or supplementary of the requirerirnts of the City's Subdivision Ordinance and the provisions hereof, Petitioner L-Ii:ds itself c.o conform to the following requirements, scheduling and limitations: (a) None of the Lots of petitioner's subdivision as deFcribed may he 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 be occupied, is installed as a part of the devet;;t,ment; provided that all sidewalks as required by the plans and subdivision code shall. be installed thtotight said subdivision not. later than 3 years from the date of this Subdivision traproverlent. Contract, * Project Fee $_898.47 Sewer Fee $ 160.00 -2- (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspecticn 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 seasor.. In any event, all landscaping trees in all areas shall be plar_ted and In place within the entire subdivision within three (3) years frog the date of this subdivision improvement contract. (c) Within one (1) year of acceptance of the public Improvements the petitioner agrtp to -'ace a one (1) inch asphaltic concrete Class "C" overlay on all roads within the deve. .pment. (d) Compliance with all terms and provisions specified theretcfor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, inxegard to variances allowed from the subdivision ordinance, conditions specified by tfie, Zone use classif'cation and, also, on the approved plat(s) and plan(s). GO) The parties hereto f.ereby adopt the form of perfori,,ance bond, copy whereof i� hereto attached and by reference made a part hereof, and petitioner agrees to cause to have sal.d bo-,d executed and filed with the City concurrently with the execution of this agreement. at: or prior to the time this ag,-eemen.t is executed on behalf of the City. (11) The spec!flc requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation. secured by the afciesaid performance bond and the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner with re--pact to ar.y requirement. thereof. IN WITNESS WHERFOF, Petitioner acting by and through Its duly authorized under- signed officers pursuant to resolution of its Poard of Directors has caused this agreemert to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the day of las caused this agreement to be executed by its' M or and Recorder.. HARFST-O'NEEL PROPERTIES .3y: IA4 _ � � t THE CITY OF TIGARD, OR Et ION By: Mayor By: Recorder -3- STATE OF OREGON ) ) as. County of Mu 1 tromah ) _ I On this 1� th day of February , 19 An , personally appeared the above named DEN.M R _ W MEQ and acknowledged the foregoing instrument to be their voluntary act and deed. Befo C3—ri-C , Notary Pu is for Oregon My Coirmission Expiresa February' 19, . 1�@] rl STATE OF O`.EGON ) ss. County of W=Mlj_t),k) _ ) On th i e day ''- •�, ___,, 19_ ,_, p e ra c n$11y appealed the above named & _IyA.Lss r- and acknowledged the feregcIng instrument to be theit voluntary act and deed. B e f o t e me-, �� _ ';-• ..fit A NctarY Public for.%don - i My Cownission Fxpiress i W rl N N C,) Irl NN 0pnH N W O w a Ca �7 A • t- Q) 0 O F Uo G4 C, W E� (t N N w rn 0' r44 a W? 1 x n ^ W U)w 0 F' o w Q' J O w ►4 3 <o CY oG ~` ° v W ;rJ Lq m ,LJ C) a , F °1 < z "r OFFICE 245-3331 Water U precious M E T Z G E R WAT E R DISTRICT Water do not imyte it at your service 6301 S.W. TAYLORS FERRY ROAD PORTLAND, OREGON 97223 Novewber 5,1979 Mr. Dale Lumpkin 10175 S`rJ Barbur Blvd - S. 211B Portland,OR 97219 Re: Line extension on SW 94th Avenue Dear Mr. Lumpkin; The Metzger Water ;istrict is still interested in doing the installation of the above mentioned water line project. Nowev,4r, as T had indicated earlier, we shall have to increase our earlier cost estimate by approximately 12% due to increased costo and the delays of the projsct from good to inclement weather. Therefore, the project, scall increase from $5,127.93 to 25,VO.28. As -we have stated before, the street must be cored and graveled and all grade stakes and property corners es- tablished prior to nur becoming involved with the project. S'.ncerely, else 0. Lowman District Manager JOL/lh Columbia Pacific Bank & Trust Co. One S.W.Columbia/Portland,Oregon 97258/(503)226-0226 November 5, 1979 Eugene A. Harfst 18740 Wood Duck Circle Lake Oswego, Oregon 97034 Dear Mr. Harfst: Columbia Pacific Bank has committed to a development loan in the amount of $168.000 for the purpose of land acquisition and construction of a sub-division known as Dale's Glen in the city of Tigard. Funds available for development costs will be $58,600. Sincerely, oe Rick C. Garlock Assistant Vice President RCG:vlc F. Dale Lumpkin 10175 S. W. Barbur Blvd. , Suite 211-B Portland, Oregon 97219 November 2, 1979 To Whom it May Concern: The undersigned herein transfers his rights to the subdivision, application number 53-79, known as Dales Glen, located in Tigard, Oregon, to Eugene A. Harfst for the sum uti $4, 637.O0, which has been paid to me on this date. The subdivision will. be developed under the name of Harfst-O'Neel Properties. Yours ,t'ru f( —F. Dale Lumpkln FDL:kms ANN PROPOSAL and CONT ACT t�a(e -November 2, 19 79. --- "1"0 1075 SW Barbur Blvd• ,_jk2117B, Portland, Or/ [dear Sir: _..__We _ Propose to furnish all materials and perform all labor necessary to complete the following: Construction of Sanitary & Storm Sewers on SW 94th,-95th ani SW Dakota St. for the Subdivison known_ as Dales'_ Glen__-_ per plans and specifications submitted by Bench Mark Associates* "using Stt CSP 284 Ft on SW 94th". All of the above work to be completed in a substantial and workmanlike manner according to standard prac- tices for the sum of Eighteen 1h0u& nd Three HVndreC ___.__a Dollars (5 18 It300, ) Payments to be made —_ 30 Days followire onipletion_____� _ as the work progresses to the value of per cent ( _ %) of all work completed. The entire amount of contract to be paid within __days after cc,mpl,:tion. Any alteration or deviation from the above specifications involving extra cost cr material or labor will only be executed upon written orders for sante, and will become an extra charge over the jum mentioned in this contract. All agreements must be made in writing. Respec gll)ks mitt Address 5-A4027 Phone ��— __ License No. ___3 3 — ACCEPTANCE You are hereby authorized to furnish all materials and labor required to complete the work mentioned in the above proposal, for which _ agree to pay the amount mentioned in said proposal, and according to the terms thereof, ACCEPTED — Date NO rICE TO OWNER Contractors are reuuired by law to be licensed and regulated by the Contractors'State License Board. Any ques- tions concerning a contractor may be referred to the registrar of the board whose address is: Contractors' State License Board, 1020 N Street, Sacramento, California 95814 "Under the Lien Law, any contractor, subcon- modification thereof, in the office of the county recorder of tractor, laborer, materialman or other person who helps to the county where the property is situated and requiring that Improve your property and Is not paid for his labor, services a contractor's payment bond be recorded in such office. Said or material, has a right to enforce his claim against your bond shall be in an amount not less than fifty percent (50%) property. of the contract price and shall, in addition to any conditions for the performance of the contract, be conditioned for the "Under the law, you may protect yourself against such payment in full of the claims of all persons furnishing labor, claims by filing, before commencing such work or Improve- services, equipment or materials for the work described in men(, an original contrail for the work of Improvement or a said contract. In Pada--AICD-UTILITY Line Form No 55.037--CALIF --Rev 7/1/73 Fpiral Bound--Duplicate--Fnrm No 50.250--CALIF ^ It ti MM h MXFLU ERE i T ii :3oa►�I 11 - I - "79 ZI►c.-�-t13 _ `�o�c� Mr, �u►�hP�.�h �� %%k%zXL L00% le�rwi v � fit' 1"1.20,010�G •�►c�, �e4erN„h�s�r��rr� , — Page No. of Pages ACTIVE CONST'RUCTIOn BLACKTOP PAVING & GRAVELING I I5BI Wilay Vim Ter. CLACKAMAS,OREGON 97015 Phone 650.2711 PROPOSAL SUBMITTED TO /r.. PHONE DATE STREET t JOB NAME rr i CITY, STATE AND ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE _ We hereby submit specifications and estimates for �. 49 r� -i .•f ht�.�' ,/%t! '-r.�.+�–'1..rt '!"A, �/.d �'J Av i f 1.F-�/ -f" � - t i i i lot f rapogg hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: r� fir —__—_ --dollars($ —F'aymanl to bti made as.lollow w � �% ---�� "�— 1 All r lit is Ruaranteed to he as specified All work to he crimpleted In a workmanlike manner according to standard practices.Any alteration or devratlon from above specifics Authorized tions Involving extra cos<s will be execute„only apoo written orders,and wl become an Signature r� extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary Insurance. Note.:This proposal may be Our workers are fully covered by Workmen s Compensation Insurance withdrawn by us if not accepted within—,.. 18) L�andronrltfionstLfP OfrI1�1I1BlI —the above prices, sl>ncilicatons _ are satisfactory and are hereby accep',ed. Yo•are authorized Signature as specified.Payment will be,made asoutlined above. ance: Signature. s- rnnY 110 COPYR,ONf Ike - arw lNnlANn Pun,Nra9 araVlf.f.ref, �nwaarmn MAaa OIIaa COMPUTATION SHEET Br DA)r*. PR JECT TSIEETOF CHKD BY DATE FEATWRE DETAILS V)Auze_i'bL �n _ � �c x" � O . �_ C�J' (/� VTC+ v� �`'-_ ►�. ?^Z � `1 r'' U ✓ b d b ,y (Al G W W W Lo U3 �olN p o Lc U'I yj 0 lrl N p 6 f\3 -� lA O .p t� d., r ti rp ^ '^ �" IC, is g w o N Com, O ( C r W �J G .Q l►J W It► Y' �l �I I I A w $ (crl K fi .r f J l Ao - �.—��Crt�SllNs '1✓ of 01,33r..kiMWr 11V - ., -0 79i, 1 �/T ll 3diTi Z.-x 7.T" " - ---W - ,` A I C H E N E L L ! 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GtL's:.IVe..AOS' GRAPHIC SCALE DRAWN BY SCALE CHECKED BY DATE J OB ' DRAWING NO L1F11._ES GI_E.N It OF` Ccs'SC�1C3 fXP_LISlf,7r1 rrap-qCs; i...�tM,,rwralwn.,.rr•+www.�.r.MU/YE N,rr..... .. - - :., �..,� •.Ilp .. �r.p,w.�'}ej .M.4vynv:_wwY},gUw44.0 as.. t _ }�'!'M...,.r.�j; Y JF•M1.... Von � -1'Ilt�' IIIllflll�lllll�I11�IIIII�III�ItIII !' (IfIIIIIIrI+ll��r-11'��II�I Illl�lll�llr�ll��lllill III�IIIIIII�fIII111�IIII111�II11111�IIIIII11111III11�II1iI111111illlfllll!111111�III�III�I11�11 f �r,rw.,r 1 �� , " . I f _ NOTE: IF THIS MICROFILMED ►"'- I 2 3 �} 5 6 7 B 9 IIS ! 1 12 DRAWING I5 LESS CLEAR THAN THIS NOTicrar n 1S DUE TO THF. QUALITY OF THE ORIGINAL 1 DRAWING. QE 6Z 92 a 9Z SZ IP2 EZ ZIZ (Z OZ 61 61 11 91 51 bI c1 i- 11 01 6 9 L 7 11 1r" C Z �►111,II11111111111111�1�111111111111111111�111111IIIIIII111111111HIIIII�IIuI�Ili�rulII1HIH11I1111luulnulnnlll�llnnllnllllulnnluuillllllulliJ11llulltNllnulNu11ci1]nu11u11nnl 1111111ulllull1n111n.. _ � �� l�wLlullu�ulnll . JUNE 24 1992 - .. �-p�+..'-.--•..r��,...r.,gp.�.�.�.�. •ap/,.�,.�.._. ..._ � ,... ..�.-.._. --�►'--w �... �„„ ..,.._-_...,.,.r,�w,,.,. _ �w,4�f�IS#•. `I.� Jj�. �V � �EW!� M•.•d'jJ � �d�f,. 7R ."_l�;M�,T�rep',�y'j^,'�".+d°n ,�;^ II DS�r 0� Mi"'•flW '�V '."• Mv.s'.,j�Xan v a � u 5 I QQ� a N 4 . 0J d1 c�1 l `n �L� k` 1 c 9 N LqQa Q n, Irl nj r. � o VI ( .� . ,. ,,. I ... �,�`�HQ� ,� f�rc�-,,,�p�^n�w R�+s�7r�. 3 �a�� ►77�-�� '��v1 L ;V1 1 J slivl3o 3dnlw! vivo A6 WON., 1J3fbed wo Ae MHS NOIlv1f1dW0 ) 7.1864 (7.78) COMPUTATION SHEET Bureau of Reclamation By DAIi, ll PROJECT Iry 1/ SHEET 1 L/ !7 L!✓''S LL-z7J�C.' L O F CHKD BY DATE FE,,k ups DETAILS cz crl r R r r� Ion, � U a7 (31N d W r,) Cry (� -Z g U � "1 N, 18 w w 01 fv 8 r -I � r � � 13 N o 6 8 �' 8 � � I O •� N �a � J � / r � N v v co O co -� to 4 Lo j Q 81 J Lo J v C IL CL CL. 4;11V130 � 7llflli7! 310 AB OHN:7 � 1o7f0id i0 OTT AB unnewet.iea)o neemH . osR 1�iHS mounflow) IeL a 69H1 L 7.1664 (7.73) COMPUTATION SHEET Bureau of Reclamation F 0A'iiy PROJECT/ /ix / /5� ) SHEET pF O BV DATE FEATUREC•Ci J AILS (v C) r -v x (A J 0 8 V1 N N o ? , Wap ' N W d o h•Q �� o i� P.. ID $1 J Ap In t\j V � 8 , b (" 1 L u, 4Q) 4i w JOI;A - _ siva !O AS1o3fowd Va w 'aims NOI1nf1dNl0) " UUIIRIIIRf;)aH in naanl" (BL-L) 69PI-L s aw Q,O,ESSION kL LAND SER VICE JOHNNIE M. SUMMERS P.L.S., INC. 323 S.E. 3rd Hillsboro,Or-gon 97123 (503)648.2019 October 30, 1979 Mr. Dale Lumpkin 0 C ;j 7919 10211 S.W. Barbur Blvd., Suite 211B C /TY () Portland, Oregon 972 1 j --1C ARD ENGI,•EER'S (.:U4;T ESTIMATE FOR DALE I S GLEN ST_ REwT - Item 1 Excavation 1200 CY at 3.00/CY Fill600 cY at 3.25/09 S 3,600. 1 1/2 Rock in place 350 CY at 1 1,950. 5.,0/CY 5.425. 5/4-0 Rock in place 140 CY at 18.Uo/CY Class "B" AsI•halt100 CY at 28.00/Con 2,520. Class "C" Asphalt 100 CY at 28.00/ton 2,667. rr 2,667. l6, Curb 1503 LF at 4.25/LF 5,538. Sidewalks & Appruachee 5,89,5.- Total . ��. E30,260. li : ANITARY :.i':Wk;it - Item 1 8" CSI' 1 at 40u.Oo Live M.H. Ta Y 400• 11 �� p 1 a t 200.00 200. 8" x 4" TaeR to 7 at 15.00 105. Live Main 9 at 125.00 4"-45° bends 16 at 15.00 1'125' 4" CSP 485 LF at 10.00/LF240. Total 4 8 0. 9,626. STORM SEWER - Item 3 12" CMP 501✓ LF at yaOO 10" CSP 165 LF at. 15.75 6 4 ,572. GB-1 Inlet 2 at 700.00 29269. Ditch Inlets I at 5uuaoo 1,400. 'Dotal 00. 8,741. Water- Line - Item 4 V" x 16" Tee 315 LF at 6.50 1 at. 100.00 2'047.50 (j" (Lite Valve 2 at LOO.(lO 100.00 U" x 4" Reducer 'POU.UU I ti t ')000(1 9,Ua00 8" x 1" Service Saddle 1 at 'U.OU 20.OU Engineers Ciat Estimate for Dale's Glen Cor;t 'd. Page 2 8" x 3/4" Service Saddle 1 at 25.00 25. 6" x l" service Saddle 6 at 20.00 120. 6" x 3/4" Service Saddle 1 at 25.00 25- 111 x 3/4" Tee 7 at 5.00 35- 3/41, Angle Meter Stop 16 at 10.00 160. Meter Boxes 16 at 20.00 320. 1" Copper Tube 105 LF at 2.00/FT 210„ 3/4" Copper Tube 90 LF at 2.00/FT 180. 2 Live Taps to exist'g. at 200.00 ea. 400. Move existing F.H. 1 at 250.00 250. Rock Backfill for water line 315' X 3.00 945. Total 5,087.50 P.G.E. UND4;RGROUND - Item 5 1,500.00 _;TWEET LIGHTING - Item 6 1,050.00 GRAND TOTAL 856,264.50 Telephone - to be provided by General Telephone Uavid A. Vanasche - Registered Professional Engineer No. 8860 a Too #Ae. Lu wap (� KA.V—% t \yvt— LAR'e�C u. t 1M04�`y ��1N �tiRI��N�vnr7D�i "l� Gr�w�, ti C Gw�a.�wa.4 WA6►'�W�. l h eek Q40,SSSIONAL LAND SERV,, '7 JOHNNIE M. SUMMERS P.L.S., INC. 323 S.F. 3rd Hillsboro.Oregon 97123 (503)648.2019 October 26, 9979 Mr. Ken Selby City of Tigard Tigard, Cr, gon fle: 5ale's Glen ueur k1r. Je t by, Aft(--r talking wti - mule Lum;,kin and various cotitr,:ction that he has contacted in regards to the proposed Dale 's Glen Subdivision l have revised my cost estimate for this project. Streets VJ Sanitury Sewer 99600.00 Storm 3cwer 8,750.00 ,-uter 5, 100.00 • 1- •C • 99500.00 Street Li�,F,tiny 1,050.00 Total. 56, 260.00 Yours truly, William 'quer � rr, 16 CITY c�/= TIC qRp e SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the 26th. day of October , 19 79 between the CITY OF TIGARD, a municipality of Oregon, hereinafter termed the "City", and T 11MPKTN n+N Fi PR(1nFT?TrT:c ""` hereinafter termed "Petitioner". W I T N E S S E T H : WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a suhdi.vision plat known as DALE IS C "FN located _ in Section 35� TownshipJ_,SQuth. _W�Gt Willamette Meridian, Washington County, Oregon; and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider Lo install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for the development and requires the payment of fees; and WHEREAS, the City has approved and adopted the standard specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be constructed or placed in petitioner ': 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 improvements 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 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 Subdivision Ordinance and the standard specification adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to uae only such material and to follow such designs as may be required to conform thereto. (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, with liability in the amount of $i5� 7h"fl y whereof is hereto attached and by this reference made a part hereof, (3) In the event ihe't Petitioner shat1 fall', ,neglect or refuse to proceed with the work in an orderly and progri�ssive 'mOMner to assure completion within the time limits, upon ten (10 days' notice by the.Cit`y 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 completed and charge the costs thereof against Petitioner and Petitioner's sureties and in the event same be not paid, to bring an action on the said bond to recovet 'l°1 ( ,1 adl ` ' tom ,fit ` �44r e `. cl ` ` M��, LT W AOR C, [ k.A s4 Iii R1\,!^'� • 01 0043 rh Columbia Pacific Bank & Trust Co. One S.W.Columbia/Portland,Oregon 97258/(503):26-0226 October 3, 1979 F. Dale Lumpkin 101.75 S.W. Barbur Blvd. #211-B Portland, Oregon 972.19 Re: Dale's Glen 16 Lot Subdivision on S.W. Dakota Street, Tigard, Oregon Gentlemen: The Columbia Pacific Rank & Trust Company is interested in providing a development loan for the above-mentioned project. This commitment is subject to the following terms and conditions: Borrower(s) : F. Dale Lumpkin Amount: $168,000.00 Disbursement: $120,500 for land purchase; $47,500 for development costs. Development costs in addition to the aforementioned amount will be borne by the borrower and may be required to be in reserve. Rate : Prime plus two (2) percent floating over the prime rate of the Rank of America, interest payable monthly, with a minimum rate of twelve ( 12) percent. Loan Maturity. April 2, 1980 Loan Fee: $16,000 - -- $1,000 per lot Loan Purpose: Purchase of land and road construction and site work on property. Security: A first Deed of Trust on the following: A Subdivision consisting of Lot 1 through 6inclusive, Block 1, and Lot 1 and 2, Block 2. Washington County, Oregon. Disbursement: All disbursements shall be subject to review and approval by an authorized representative of P. I .F.C. and Columbia Pacific Bank & Trust Company. Repayment: The prc42ct consists of 16 lots which shall be released upon payment of $15,333.33 per, lot which includes the $1,000 per lot fee until the balance of the loan and fee is paid. ! ! ! This commitment is also subject to the following conditions: I. Properly executed Note, Deed of Trust, and other documents as may be required by Bank. 2. Satisfactory payment and performance bonds will be required. 3. A satisfactory mortgagee's title policy, issued by a company approved by the Bank showing only exceptions approved by Bank shall be provided. 4. Delivery to Bank of evidence of contractor's liability insurance and hazard insurance (including course of construction endorsement) in amounts and with companies satisfactory to Bank. 5. Delivery to Bank of: A. Evidence of satisfactory zoning. B. Copies of all permits, licenses and certificates necessary to construct and occupy improvements. C. Evidence that necessary utilities and municipal services have been approved for the project. D. All reports and documents regarding formation of PUD, if applicable. 6. Delivery to Bank of such documentation as the Bank shall require evidencing that Borrower is properly organized as a joint venture and evidencing the authority of those signing on Borrower's behalf. All loan costs, including but not limited to title insurance, recording fees, lot release fees, are to be borne by the Borrower. Neither this loan commitment nor the proceeds of the loan shall �^ assignable witnout the prior written consent of the flank and without said consent there shall be no right of Borrower to designate a payee of said loan proceeds. This loan commitment shall expire if funding has not commenced by November 1 , 1979. Issuance of this commitment is conditional upon acceptance by Borrower on or before October 25, 1979. Sincerely, Rick C. Garlock Commerical Loan Officer RCG:vlc 3834 SE. POWELL BLVD. PORTLAND , OREGON 97202 !n PHONE 239-5266 Sept.26,1979 P ' Rich Cettle SEP 2 1979 Engineering Dept. City of Tigard CITY OF, TIGARD re: Dale's Glen. Following is an estimate of construction costs for the proposed Dale's Glen Subdivision located at S.W. 95th & Dakota. STREETS Item 1 Excavation 1200 cy at 3.00/cy $3600 Fill 600 cy at 3.25/cy 1950 1 -Y' rock in place 350 cy at 18.50/cy 6475 3/4 - 0 rock in place 140 y at 21.00/cy 2940 Class "B" Asphalt 100 cy at 28.00/ton 2667 Class "C" Asphalt 100 cy at 28.00/ton 2667 16" Curb 1303 if at 4.25/lf 5538 Sidewalks & Driveway Approaches Lump Sum 5815 Total 76 I Sanitary Sewer Item 2 Total $16983 Storm Sewer Item 3 Total $14171 Water Line Item 4 Total $11525 _ 3834 SE. POWELL BLVD. - PORTLAND , OREGON 97202 PHONE 239-5266 00 PGE Underground $1500 Street Lighting (2) $1050 Telephone Provided by General Telephone Grand Total $76886 William W. Sauer tNUENRAPIRM CITY OF TIGARD P.O. Box 23397 12420 S.W.Main Tigard,Oregon 97223 September li, 1979 Mr. Dale Lumpkin LUMPKIN - O'NEEL PWPERTUS 10175 S.W. Barbur Boulevard Suite 211-B Portland, Oregon 97223 RE: SUBDIVISION S 3-79, DALE'S GLEN Dear Sir: Please be advised that the Tigard Planning Director on Aug,ist 14, 1979 approved your request for a subdivision for the above referenced project. This approval is subject to the following cond.i_ti.ons : 1. That the applicant dedicate five - feet of right-of-4 _y along S.W. North Dakota with half street ig?rovLr-_nts to collector street standard; (22 feet of raving with curbs, s?��walks and street lights) prior tv final plat approval. 2. That the applicant provide half - street improw2rents along S.W. 95th to local street standards prior to final plat approval. 3. That the applicant improve S.W. 94th from S.W. North Dakota south to the end of his property to full local. at-eet standards and provide a legal cul-de-sac on the end of such improvement at the property line, prior to final plat approval. 4. No changes will be made tv 4pproved plana or speciftcation3 unlnss formal ,application is made to the appropriate d^p.�rtment and changer,, are approved by that c1-!pj1-r t?nt. Applicrciti,in for c:li utge:s wJ ll be made in writing and shall include applicable drawings, engineering specifications and other details requested by the department. No construction shall take place in these instances until after the changes have been approved. Any deviation from this condition will result in the immediate posting Of a stop work order on the project or any portion of the Froject. t Mr. Dale Lumpkin LUMPKIN-0'NEEL PP.OPEPTIES S 3-79, DALE`S GLEN Page 2 If we can be of any further assistance, please do not hesitate to contact this office at 639-4171. Sincerely, Ken Selby Associate City Planner KSvmc Note: The following acknowledgement must be signed and returned to the Ci :y of Tigard, planning Department, within fourteen (14) days of your receipt of this letter.. Failure. to return this acknowledgement will. result in no further a7tion on this project with regards to issuance of building permits or engineering approval. Signature Date ;`lam Unified Sewerage Agency vi' Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 September 10 , 1979 City of Tigard P .O. Box 23997 Tigard, Oregon 97223 Gentlemen: SUBJECT : DALE ' S GLEN Enclosed for your file are two sets of the construction plans on the above-referenced project which have been approved by this Agency and the Department of Environ- mental Quality. Very truly yours , Engineering Division jb Enclosures 1Sti SF P 1 ,, 1919 CITY OF TIGAR� U.S.A. - D.E.Q. COPY ALL SPACES MUST BE E.,LDORSED PRIOR TO APPROVAL OF THESE PLANS PUBLIC WORKS DEPT. ----- `� V PLANNING DPT. BY__ --_---. _ DAT C_ L' - ��`� BUILDING 07-71T. DA.TI! COUNTY HEALTH DFPT. kY.__r___ DATE. CITY ADD1INISTRAT01 By --__-_---------_-- D• TIGARD WATER DIST. DATC GENERAL TELEPHONE [3Y r_- _ DA "- U S A EY_�,.__ ______ DATL' N. W. NATURAL GAS DY _ DATS P. G, E. mV DATE_ T. R. F. D. Br DAT[ --� _ IGUOUS TO ALL SIDE AND U.S.A. — D.E.Q. COPY 1 LI TY EASEMENT CONTIGUOUS )UIRED FT LD MEASUREMENTS -ROM SOUTH TO NORTH. _T NAME SIGN IS TO BE INSTALLED A.1�'* AS No ol pp �JNIF�E' Lill ;LVJP '�A�' { _ c� PLAN OF A SUBDIVISION I L.IMINARY PLAT OF DALE ' S GLEN 6 Avoid Verbal Messages 1 CITY OF TIGARD 1 To: � From: 3UbjF-'r.c:� �s � Date : ,, �l �� .,,,.- n...... i ..,:_,,.,............,.,.„,,.,.a.w.,wsiw,w.•+wsWwwvl,W>�.w wa.ue,....q.wwww....'.Ywwwwvr,4rMW --"•"�puwWiSaSYrr,.gyaarfWlY.OWiGwuM August 28, 1979 City of Tigard , 1.2420 S. W. Main Street Tigard, Oregon 97223 Re : Construction drawing approval Gentlemen : Upon approval of construction drawings, I agree to the following: 1 ) If existing septic systems are disturbed during construction, I will provide sanitary service connections for these buildings . 2 ) My Engineer will provide the City with Mylars of "As-Built" drawings of all public improvements. 3 ) I will be responsible for any utilities which need tD be relocated. 4 ) I will provide street lights in accordance with City approved P.G.E. Company plans. If the items listed above are not acceptable, please contact me at your earlonvenienc/ee. i Yours truly, 1 cc : file L� r unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 e48-8621 July 19, 1979 Oregon S ate Department of Envir nmental Quality P .O . Bo 1760 Portl.a d, Oregon 97207 Getitl men : SUBJ CT: DALL'3 GLU► CITY OF TIGARU Enc osed pleasvind two copiej of the plans for the san tary se,,;;-fs to be i:�stal in the above-referenced pr ject . lease review an return all copies to the Untfied tiewerage Agency Washita on County, 150 North F-Vr3t venue , Hillsboro Oregon. would appreciate YO - approval on thes�plans as soo as possible . i Very truly y urs , -E-tT neering Divis io jb Enclos es cc : Eng neere of Tigard' O PIA Dur BASIN / REG IVED JUl_ 2j 1919 `�� ,� CIT`)4 TIGARD Benchmark & Associates 3834 S .E . Powell Blvd . Portland , Oregon 97202 June 15 , 1979 City of Tigard 12420 S.W. Main Tigard , Oregon 9722.3 Re : Dale 's Glen Construction Cost Estimate Dear Mr. Howard As requested , here is my estimate of construction costs for the utility improvements for the proposed Dale ' s Glen Subdivision , located in the southeast corner of S .W. 95 and Dakota . STREETS Item 1 Excavation 1200 CY @ $3 . 00/CY $ 3 , 600 . 00 Fill 600 CY @ $3 . 25/CY $ 1 , 950 . 00 1 112;,.,6'11 Crushed Rock 350 CY @ $ 15 .00/CY $ 5 , 250 .00 3/ -0" Crushed R�Ck�i 140 CY @ $ 18 .00/CY $ 2 , 5'0 . 00 Class "B" Asp)ra1t 105\CY @ $2.8 . 00/CY $ 2 , 940 .00 Class "C" �l`sphal; 105 TY @ $28 .00/CY $ 2 , 940 . 00 16" Cu `\ 1375/LF @ $4 . 00/LF $ 5 , 500 . 00 / / d $24 , 700 . 00 q,&NTTARY SEWER ,/ I*ern 2 6 SP �`--` 284 LF 4 ' - 8 ' deep at 2 .00/FT $ 5 , 680 . 00 C . \ 1 each at $600 . 00 \\ $ 600 . 0U Live H. Tap 1 ea at 250 . 00 $ 250 . 00 6" X 4" W 7 ach at $20 .00 $ 140 . 00 8" X 4 " Taps t Live Main each at 200. 0 $ 1 , 800 . 00 Page 2 4" - 450 Bends 16 each at $20 .00 $ 320 . 00 4" CSP 485 LF at $ 18 .00/FT $ 81730 .00 $ 17 , 520 . 00 STORM SEWER Item 3 12" CMP 280 LF at $ 19 . 00 $ 5 , 320 .00 10" CSP 165 LF at $ 13 . 75 $ 2 ,475 .00 GB-1 Inlet 2 each at $500 .00 $ 1 ,000 . 00 Dch Inlets 1 each at $500 .00 $ 500 .00 Crosspan 1 each approx . 3 CY $ 750 . 00 $10 , 045 . 00 i WATER LINE Item 4 6" IP 315 LF at $ 15 . 00/FT $ 4 , 725 . 00 6" X 6" 'IPye' 1 eac at $200 .00 $ 200 .00 6" Vie/ Val,je 2 e h at $300 .00 $ 600 . 00 6" X 4" Reducer 1 ach at $19.Q .00 $ 100 . 00 8 1 " Service Sadcl 1 each at 50 . 0 $ 50 .00 8" X 3. " Service S ddle 1 each at $50 .00 $ 50 .00 �~`•., 6" X 1 " Ser ' ce Saddle 6 each t 4')50 .00 $ 300 . 00 \e, 611 3/4" Sery e Saddle 1 ,�,�,chM ti-$SU $ 50 . 00 1 1 " X 3/4 Tee 7 each' at $5 .00 $ 35 . 00 3/4" Angle Mer Stop 6 each at $ 10 . 00 $ 160 . 00 Meter Boxes 16 ach at $25 .00 $ 400 . 00 1 " Copper Tube 05 L at $4 .00/FT $ 420 . 00 3/4" Copper Tube 90 F at $4 .00/FT $ 360 .00 2 Live Taps to existing at $ 00 .00/each $ 2 ,000 .00 Move existinj F.H . 1 each a ,$500 . 00 $ 500 . 00 Rock Backfill for water line 3 1 5 ' $ 1 , 575 .00 $ 11 , 525 .00 Page 3 �tPM 1 $24 , 700 .00 Item 2 $ 17 , 520 .00 Item 3 $ 10 , 045 . 00 Item 4 $ 11 , 525 .00 GRAND TOTAL $63 , 790 .00 Should you have any questions or require additional information , please feel free to contact me at your convenience . Very truly yours , BENCHMARK & ASSOCIATES William Sauer WS : 'it i ti ti �'w ` O y 14) Q z o • �p 0 33 cli Q z a l� a h h a 02 Q _' - a V x W Q w O o O w J U Z O J Ai Z �" H w li co O H N Jcr f- O z U z U w N 0 FD U- 0 J CLIIJ o o Q CL �o r- - x CO - N N II F w L04 A J I I V [ a� d �• I (D J Q �. x a LL U- M o o� w o c, W N 4` O z 4 4 !4 p CD < W a �•:: vSi ►�- CO R cn « taj z 9. w ? r- - ---- a U a Uma. 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MATERIAL TO BE PRE- h10LDED NON- c� EXTRUDED MATERIAL WITH A MINIMUM ~ o THICKNESS OF 1/2" . < o 0 Q TRANSVERSE CONTRACTION JOINT Q 0 L SPACING TO BE NOT MORE THAN 10 FT < 2 CEPTH OF THE JOINT SHALL BE AT Li �- LEAST ONE FOURTH OF THE CROSS - (n SECTIONAL AREA ^0 � CONCRETE BREAKING STRENGTH u n I TO BE 3000 P.S I. AFTER 28 DAYS . ri N w > a ' w 3/4r EDGE FJA Q•, p' .d e1 44 4 e 04 QO 4 G p . 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J • a F-N i� WZ4a00 ---,oc"10£ — — — — — 3„00,90 .00 N - zcs v) ac W OOSZ ,0096 ,96 OS ,G6 IG ,£6 IG S6 19 M.-)t-P0000 S / ` W t O O 'O W W O M1 U1 I W w n W c0 O I p 0 h a w M 8 M 00,90 .00 S rn g 0 �+ a a _ c ca a ,n a "^ ` e • ` , • ui 0 01 CID t w 0► z w M O H O n 0 I min • - - ”' rw on Z H96p \CO J ZSot" .00 N r ?! is 1,u .001;4 M S ry ` M „o�d. J.00 s 3 nN3Ay Hl b 6 d L J m 1 N 3AV Hl 06 W 3 „0b ,90 .00 N z (n U i� ^ i `J +n ! WOQ M„00 ,61 .00 S CID tD `� 0 OD 11Jv F .00 :)01 - - ��' O 0� N m t rn N O n �_ Q X o I o p in W In W I m n m 0 W = 00,61 .00 -- O • bores.. 90 z o m n j 4D j z in z m j 1 W -M „00 0 61 .00 S 0 001 s ,n +, pn e o J In I in OOreZ i 3t6l00 N_4 M,W ti : . J b S �.r.�1 b V Co 99 I I - r 3nN Al^ V H1 56 _ AS � J I ri f 1,C,1 - M ..00 61.00 S W Vi _ •� �' 140 497) F-; 'Q W N Q 2 W 6 Y h' W 4 � actw In 1 rr to u > d v (, j V) Q1 ['u1 I1,111d 6cllc .;ll Llcch is C;ulIII 1I1Y v,i•:Ir In,nwr 11,1, t46bS;w 0,o S,,nt t,1 r M i„OAO BEAVER1o'j nm ,ON Binos 643 54116111 Genttemerl: Ile: 173i �lPn SLUdioiSion_ Ata tched is our prnposal fnr piovi(If nr unticlArl."un(1 nIcctric service to Iltc nkove mentioned subdivis'0n. Out preliminary Investil;ations sul;r.csL t.ltnG this proposal is cnmpntiblc with existing and/or proposal prn,jccL +1111 utility construction, hnwevcr , if t.l,cre arc ally c•)nflirts wills your c,Astil1r.. r,r prol nsnll in^tnl l,�l inn , please contact IIIc at your convenience In order Ll1at t. Lite plans rimy be modified, Very Truly yours, R.i�. kcisbrrk �— Job No. 55r-,P(, Estimator t n i rs to: L. , Tii;n111, ttr 5 1 Tigard Water Ui5trict - 639-1554 AAh1 S,I;. io Hart , int S , ''77?J 1 City of Tigard - 639-!'' 71 1:1 L : Lnginecr 12420 S.W. Ila in til„ IlvIId, Ci 1)i 11.3 1 City of Tualatin - 638-6891 (.i ty i fir ill 1AF180 S,IJ. KUtlt Ave. ,1 lualnli 1, n1 , n7062. Atrn: Mike McKillip 1 r:it }' n( ;Itnrt.,0d - 62',-7177 )0 N,1 I',,rk Av-. Sltcrwuod, ('r. 2 City of Newlterg - 538-4112 City Eng 1.nccr 41rs 1,. 1.711-rt St . Nct,'hrIq , Or. 97132 ALLn ! E;r•n:;t A. HPinter 2 YamlliII County - 472-9371 ilna,l ;Irld . , County (:OutLhouse tlrtlinttvi I Ic, Of . 97128 3 Marion County - 588-5036 tl,trion County Prpt. or Public is S.11 i, (h'. 97301 ALttl : Clnndc r.tl ( in 2 Clackamas CouOLy - 655-8521 (-,incknma.; CoLy, i-,,nc;inect O I,L. r) Al,t tnnthy, I(d. 0L' 011 Ci t}•, or, 97()45 AI Ln : 1'nl I w Isoitvii le - 638-851.5 (;i Ly of Wi isonvi tie fit. I ilex 4, V1 trnnvi l le, nJ', 97n7n 2 5Lnte Iligln•:ay -1653-3099 1( ir,11L or tray 1'.(t. [lox 02157 Hill, , Or. 77201 Alin : i'c,l 111105 2 N.W. Natural Gas - 226-4211 171 N,W. f Ia011ct , i'orklnnd, Or. 971.07 Wn: It.W. Hills 2 City of Dundee P.O. Box 101 Dundee, Oc. 97111 ' 1 ��s Gentlemen: , 601 /�4 (,?tors l✓e �'rr y� — We have received from you a loan commitment in the amount of $71,071.00, to finance the improvements of a subdivisi.cn located in the City of Tigard, commonly known as Dale' s Glenn Dubulvision. �1 Loan commitment is to be construction loan. $71,071.00 of the t total commitment has been allocai:t.d for the improvements . A development of: 1. ) streets, including drainage and cur s, 2. ) _ ugte provisions so as to protect the etubdivision .fro dameges eatd damage from storm, drainage and flood waters. All such improve- � 1 ,--mut-stare to be completed in conformity with the current standards of the City of Tigard, Department of Public Works. 7*' -7 ! c We have agreed that disbursement^ of the $71,071 .00 will be made on the following scbPdul_e: ITEM AMOUNT Excavation for Street 29880.00 Fill 1,560.00 1�,Ock in . lace 7,532.00 unitary Sewer 13,591 .00 Storm Sewer 11193-3-7,00 Water Linc 9, 220.00 Underground Telephone & Liectrical. lt200.00 16" Curb 4,430.00 :�phalt - Street 4, 267.00 6treet Li,hting 840.00 14, 214.00 Total 71,071.00 We have entered into a "Subdivision Improvements Agreement" whereby we have contracte3 to install all improvements in accordance with the requirements of the City of Tigard Deparl:meit of Public Work3 and we are hereby authorizing you to hold the move-stated funds and to pay them to us only when the following has b�-en adhered to: City of Tigard Department of Put-tic Works has pro- vi clod certification acknowl edgi gig completion of the work pursuant to the r'�ove schedule of improve- -ients. Pursuant to the above schedule, 20% of the Commi tent funds,` will be held back until the RN ,UZWts has accepted the a n* field work \i ems. C centerline monuments, As-builts, _, etc. and I provided with a maintena arw�.•�wd bond for 'one ye r from establishment as cou -_ s., Concurrent with the final release of then- funds, establishni proceedings will be instituted. \\ 7' � It is understood and approved b 11 parties of concern to this letter: of commitment: that ty -o d shall have first-. claim and priori:v_ to the that f $ 6.00f ess _diZbursements approved by City of Tv.�t o an! de ect and fail- ure to correct such defect the construe te improvements. It i:- further understood and agreed that the aforesaid priority of claim is paramount to all parties including the lendi.r.g institution making the loan and that the lending institution has covenanted and agreed that the sum of $Z $8�,�9 it:-ss ' f f" / disbursements approved by City of Tigard shall be held available to satisfy any aforementioned claim by City notwithstanding deiaul.t on loan by borrowing party or termination of loan by lending institution. i_nc.erel y yours, Eugene A. Harfst Dennis R. O' Neel Approved and Accepted: Columbia Pacific Bank & Trust Come (Lending Institution ny: (Title) Rick C. Garlock, Assistant Vice President_ C�� f, v 6" X 3/4" Servicv Sadd'.e 1 each at SO �, So i1 " X 314" T� , '/ each a t Angle Meter r'.up 16 each at_LQ — _ g titer Boxes 16 each at g 4Oc Copper Tube 105 LF at A FT 4Z.o 3/4" Copper Tube pp . 90 LI• at '� /FT `-- 2 Live Taps to existing 3t_1 000�ea r.h b00 Move existing F.11._ 1 each at X00 3 SOO Rock Backfill for water line 315' X 5 r $ 'tem 1 $ 2 � '.em 2 "m (. $ S \ 50 I'oeUn TAT11t i FHEET etre 1 Excavation 1200 CY at .3- /C Y $ 3(ob0 I Fill 600 CY at 3V /Cy 3 �r ' 1 112 Rock in place 350 CY of I�j�? /CY $ 3, 4 - 0 Rock in place 140 CY at 2) CY $ 4GL4SG. I Class "B" Asphal L 100 t 2$'- C I Class "C" Asphalt 11DO Cy at Z$r /ton — s 2l�b"1 16 Curb 1303t,F SANITARY SFWFR -T em 2 g CS!' a4GLF N- 8 ' deep at 21 -/FT SANITARY SFWF1, Item tt 1 each at $ ->00 Live M.H. Tar, 1 each at, Z30 ' x '► r1YP 7 each at B" X ,P" Taps t o Live Main 9 each at' (�� "-45o bends 16 each at [l ' CSP 495 �F .at _18� ," r $ STORM SEWER t tAm g 9$� 12" CMP 509 LF at ICI �� 94,52 •�'1" t'°� CSP 169 LF at� 3 GB-1 Inlet ' each at $ ( �oG p� Hitch 7n1Pt9 Par_11 at 5CO rosapan 1 each approx. 3 CY $ tJATF.A LItiE Item 4 —1-4 6" DIP '111, LF 6" X 6" Tee 1 each at ZOO 6" Gate Valve each at-,3oo_ - I I6" X 4" Reducer 1 each at (O'O WATER LINE Item 4 X 1 " Service Saddle 1 each at .5c) '? X .3/4" Service Saddle 1 each at_SO �� ps 6" X 1" Service Saddle 6 each at - S 3c"�o CI'T'Y OF TIGARD, OPrGO* DEVELOPlAIENT PROJECT r GENERAL INFORMATION SHEET n►r� I. PRCUECT No. II. PROJECT NAME: __ --- ��.�. '� t- E _�_ .__._�_____._.• III. DRAWING :TITLE) _ _ y� _. dated : .-- IV. ated : _IV. PLAT (TITLE) : dated:__�_�__r.____.____._�• V. SITE LOCATION: VI. PRINCIPALS : T- fwV• IA%S DAllel - (1) DEVELOPER: __.. " l Y�r�.. '� !�:' - ------ -------- --_ I Address { Prone No. Address_ _. (2) DEVELOPERS SURETY AGENCY: Ar dress ._ _ _ Phone No. Bond No. _.._. _ _ � Exp. 3 ENGINEER j _ A3r3re5s__r_„.___.�_._._� _---- .-•__—' Phone (4) INSPECTOR: ._ Phone No.._____.__..__• (S) PRIME CONI'r•ACIOR: Addrese__.....M-_.____..._._ _ _ Phone No.__-.. _-- (6) CCNI F.ACPCRS SU;�'E7 Y AGE14L-Y !_ Add: ;s _, Phone No. Bond No. .� ------------ _...• Exp. Date = a n 0 xs 12 l,o�^c.cfc 4w a� ... � � 32 car,OFIWAND --___.-__- ---_1)A'b:Y'MAIM ►O�D11 nm MUS.!loom."m rN Atte 1111 I I - _ 1 PRECAST RING,TOP G BASE w-'\ J 4'-0"max.depth GRAY IRON CASTINGS SHALL ' , 0 1 FILL WITH RICH GROUT _, 1 I'-6"min. "! 8 1 1 CONFORM TO A,S-7.M. A -48 I o mp Native Material; `1 ` rise: 3"/fool approved equal I11 I I y -4S _ T � �' --'� � Compacted,6"lifts � \ �' � � KOR-n-SEAL or ` -I1 PLAN PLAIN of TOPa inlmumd Tamped tr o ,3•' t„ pyo• o: PLA N Foundation Mat'I. Finish Grade �'� � h;�wr�is.•MK, �•vii,h • 0 °,.•",; - � Undisturbed or Compacted Mo.eriol T `1 3/4' Pick Hole max. Frame Set in Mortar SHALLOW MANHOLE PLAN SCALE: 1/2 1'-0" C 12" ly. `_ A, is min. A - -- Section A••A �--� I — I� - 9 � --k&4" Pick Hole STANDARD FRAME CLEANOUT i , r 2'-e' -. ---,� I � SUBURBAN FRAME _ _ —_ -------_--- - - FRAME AND COVER --- (PRECAST MANHOLE RINGS fM ECCENTRIC CONE `�'• _ I C Variable -� ,p• PAY - I 0 - -_. A - Depth WIDTH 1 ° • 4-0" _ Concrete Dam - - - --- FRAME AND COVER SCHEDULE H L T. t --C- -_�_ TYPE DIMENSIONS IN INCHES WEIGHT IN Lb. A C D FRAME COYER �—� -_ -- o ' T 9 T^ ---48" LD, ALL BAC ., ...� JMPACi�D IN G"LIFTS � �' � .a I - 48" I.D. :. a S' L' Drop Size Some as Incoming Sewer I } STANDARD MIAMOLE 23 SI - 10 3 240 140 a _ __ _. - ---- See JOINT DETAIL �.�a,. �� q E" 3'-0" MANHOLE FRAME AND COVER SUBUFcBAN MANHOLE 23 31 6 3 160 140 I : A . c CLEANOUT 8 14 6 55 Iss 9"nwn. •-,Concrete 4. 4 rise 3 /foot ( Dom ,a' dr: o - q /• \ Cover grouted in place -PAY WIDTH (Anchor bolts where } � d•' 'G 1 A required) 7" I T--'•-T---. .-- '� . V . „ II a Q• 4 I ..L- . _.y.F of /, _ I Boom In. C o:d ,',,�'-. .I �` �' ..� o Use torpaper around� 45/8 Ban >? ° d'id Slot for screwdriver 4 d d Water Settled Gra ular 12 I' G . �„o-. 0 0.o �,' Pipe to break bond 3'-8" long Q (POURED AGAINST UNDISTURBED OR Bedding Materia yL/ 1 � •,, '•" • 4., �'_,`., •�';e',4;: -- COMPACTED MATERIAL Q: MATERIAL ASr • • I;r •^ _ ' y PIPE ZONE 1/2"- 13 N.C. CLASS A 4 = I �. SPECIFIED 9 QD. STANDARD MANHOLE DROP MANHOLE � Clan• 2200-11/2 Concrete SCALE I/2"• 1'-0 5 4 4" SCALE: 1/2"= 1'-0" ! to Sprrngline } :,e - .I LOCATING STUD PRECAST -MATERIAL SHALL CONFORM TO A.S.T,M. C-478 2 - --' I PAY WIDTH Mechanical Plug '� / 2� Q •� I - - � -- gasket - LOCKING ASSEMBLY e f / PLAN AND SECTION I 1/4"o.D. erose ' ro Washer, 3132"thick Water Settled Granular) G °o° rR p, U ° a ,° ° "mirl - °. .o- f�— - `L� ' •..� -- -- - °';o'�e' ..:.,. MANHOLE STEP g : '°o.°,�° Bedding Material - _ o•.° 1 •CLEANOUT CLASS "B' a..° •• �;r� ' o PIPE ZONE \ --�---- SCA LE:I„:1,_0„ O.D. + a° c I/2„ � Wye or Double Wye ---- �m ,� as Required , �.. SCALE-. .i--- 16"Square Concrete ,�.• � '. Encasement 4„ — L__ y1 6 ., , .,e:moo;• �_ ,. .. F4,X PE 6 X4 REDUCER 4" CLAYTON 6X4 REDUCER F' X .PE _ — \ 6 ' PIPE FL- FL 90 u• OIAB r=;.- FL �� 6�' F DE \ -- PAY WIDTH �— nTLF \ 1/^c"-13 NC x 1 1/4” 3X4 TEE6 " q TF E 6" 1/8 Bend — �, rte,--r ' Conr.rete olockinq, �- - ` I - rL PL � L 8" up-stream js 5" - - - _.. Select Native Material; I I— 16'' downstreamof riser (L , 6lifts I2 ye Branch Compacted, o Min Uens'ty r. AP SCREW 4 C I SLEEVE I 4 C V. r� FL - PAY WIDTH �,� CLASS °'C` r �__-- li , J' ' M J D 4 �L a �terini 4 BLIND FLANGE BLIND FLANGE PIPE ZONE3 Req d., Pont. Head, TAPPED 2 ! P T TAPPED 2 ' I PT 12 " - OD P Bronze or Cad. Plots 2'! COUPLING STANDING CONNECTION :r „" z,, t Water o� ' a er Settled Granular 2„ n �` SCALE: 1/2'= 1'-0 B da p Motorial TEE TEE c 4 JOINTED WITH 917 5 M H RICH GROUT OR PREFORMED MASTIC a. .►.r R ` \ ORt+roh TAMPERPROOFING I � ' 2 , ,� ,� 2�� CLAYTON ,' ' � v2' 2 GUAGES 9O G - OI A J GUACES� , 1 I --- - - _ - - for ., Ir m NOTE in t - s��' • MANHOLE COVERS ---- �- __ / , , ALL 2„ FITTING'S I.P.T MechaNOT TO SCALE Plug w/gasket ' I N /- 2 !/ ” -GUAGES TO BE ORIENTED TO BE READ FROM OPENING. 1 6 ! � A -INSIDE DIMENSIONS OF' VAULT - 8'6 " X E'0" X 6'�" 4" I/8 Bend - r'RESSURE RECUCING ASSE M BL fWye Branch CONCRETE ANCHOR MANHOLE JOINT DETAIL N TS SCALE! I"=1'-0" SCALE: 1/2 = 0- 1" i SERVICE CONNECTION 1 ---- --- BEDDING REQUIREMENTS SCALE. 1''= 1 -0" NOT TO SCALE SANITARY SEWED DALES �L.EN ' I F .1 3 D E T AIL S t; -�'--r-7r•. �•�'_+�,.�' - «.�.•w...,ci� mow. ...._......_..._..._....._ .:.,- a,-+...IU,r..., .... t � ,• � '► '� -' � - • a-�m • „ .. v .,_. •^ _.,r_., ..� •: '-" TI - -• =.•i-. 1�'�!S..��:'°]YYYL"'b'+ --rE,,.,.,..,., , .. _ .-.. f , #. 4 �,Ilr`111111f�I1111111�IItllil,llll j.IIII 1'IIIIIIII1111111lip IIII I1 •IIIIItiIfII111 IIIA 1111111I111I1.IIII11 111I111I111)11111111111I111I111I11111111111ItIIIIII IIIIIIIIIIIIIIIItIIII 101 WANMWr I _ -. A f I I � 2 3 4 5 6 7 _ 8 9 IIO II 12 1 NO'fF: IF THIS MICROFILMED • - --- DRAWING IS LESS CLEAR THAN THIS NOTICi; IT 15 DUE TO JHE QUALITY OF THE ORIGINAL -* DRAWING. _ OE 62 8Z LZ 9? 5Z bZ EZ ZZ 1Z OZ 61 RI L I 91 j S I b l ` EI I ZIII III 01 •`--__--__d,,�--..••��---- 9 L 9 7 0 ' E I2 I"•"" rtl,IIIIIIIIIIIlift lift III IIIIItllllllllfll4l.nlllnllllHllluLlltllllfll11111tItINullfullullunNlulllulnu�l►�IltIIIIIu111u1♦INIInu11 LAI WWI 11111 hrNrtfllrrinhulftlr�uli`nulnFl�H@f nlnulluiluullnlluul Irll!l1111111 JUNE 24 1992 4( �rrr„r, , 4 a _ I K,:)7'C TO W A P P I AJ Co pf,,,�,,��,'��l L EGC N D �(I.% T 91�v 1 A LL , � �2 15 K V/ AL h R 1 A,!"� �....A' � ..� '� ; , ;. • �7' New 3r; oQ© K��w 1 M Y gam ' I� >•V�/. UAk:4"rA ,S'r'. - foC�' 1 /ice 5 ' r :.tom vVAt_V, a ` 1N�T'ALL _ FAEHtNb F-ACFE 07 F CUR -� � 44 ' PA � � I �,•=2 7 5�k\.'asl CP� A S IhV U i C..� T`E LS . _ �_ 1N�.TAL.� 10 CU. Ux S-rk€ET �„IGMT Wr `� 5 Av E: , 4s' ;4/vv HALFr . -rPEE.T l:)EV+�.L0P - fI _� MF_NT j , 9 r bEWAL-b1c. AGA ra.��'' P at:� . �It�.T . C/o/ FI cor. , 1 C.•� r� DA k , 0 _.y�.. I( � ..n„.��.�.?' Vii►©•-� vac-., ► Ca «cr_ ,c2,�"I. El t �! TAI, �.. �4-1.'� �. �� •J• ! � *�7' � - r't� �C�t,.►�7".� �, t'"" X .��'• F'�:�� J G L<��..� 1/AtJ t...T�. � �; e ,,c' 'r M ,� ) ,LV, � + iVlw L'• �.. REQ ir' _��: `14' F>Av�t3 '�"I� T , 114 STA,l...1..•. TAN D P i PE , � ►�. r=0 T U k e �_ �--- -- �•- ----�, �._ .�. ._. �..:._ _.--- �.,� 4j ALL LOTS ave � ._ k1 �� 1 I�f=>T1A►L»L •J E L _V i'�., E W I L 4 �x ' t I`1 F�:C�P a '�"r �`. ! !�& �1 Pel t� ( .! A f� .., E pAgrj -r. �� ,' JJ ,_ � �. ►� I C:.�i "r � , .�. LOT I;,,r T11.. i T � � ��' t.0 �! �„'4/ 1 a. �� 1 # ,,y ��' 3. ► ��V,�.. I !� I N TC'a I�' MALI=- A 1N L C:o�r mof,J a ''- -- . "x`" / ,�.' , 4 N UT" !�L_ i C__.� T!� C. 1 r•j !r'. �. Fc • TO ��' r�+J I .. L O w e i. , N x'11,.,.1- �: 7" �r,t C t� I I~�L ��hf t� j ,1 4S ; W1'rkrAl PkoJEr- r' Ak A . �.�, c "TC3 t ,pVt i _i � \:.:a X- IAJC-) s orJ -s , W, �6 'r+� AN t z �?' iN� �rAL.�. �EkViCE wI �= 51 LE A�; q �►" i�lLZtC: �"EU IN TOP HALL AF * `) ��. ________5 � 1 N �U 'F'�,i_tl... Z". e Z e T'a :�� `f�J-"�►ts `_,>F"4k ryi E c� TCS N ��" p ., ,-� �� N +'I- (.,U• �T AP �.. T C.. -v�tv�\c"►�.� NLlTi�'A�„ .. _ A 5 �"_ ��+t' l� MIM , i til A�... Ca k.- ti L� "1"'� �. C t� t • IG N. TA L i.. \,�1/11 E ..>► Z t� �: o _ t�'�1 w F t.,,l�►\r L� 7 IOU 1a BLOC U K I I f J 17o� H A�-P AND L.O W ) or- L.o T� TO a LE A L.L 1ELF.C'�'k I C. , .�� 6� E HALF 15 N EUTf�A� /,J E U T'► L. i ;� k U hl d 1 ( ;. '"C"t'L.Y �� TELCO BLOCK!�'ti• r, F A 14 C G�Na r4 /��! bt V .44 C.' aE� /. -rAPS' �3. /v. L ✓. 4 , 50k ry�,�i -VA- 9,i Ex :`T 17,'7`�+, iE o)i4 EST. E!E W S s, oca o Kw o y _S. VV. 9 4 T i AVE VV DAY,077A ST. TyPICA, 5o ' F.IGH - o� w��V Tvp►Ic:, ►ate Rl� Hr - 0 - VVA,'y y "arc. J# JN ST. VA)LT i o EAI% rAE#,M �� 11yQlVT 4-12 1�j VZ 57- 4' ---- 1 1 IC I I 35d Yi x 1 J a• tlJ J _ i I v 2 PRIMARY QNE _ LINE ' � � 10, �• , ILL Fi eco r. Q uj S.W. DA K OTA G'6Aoft i AO LN , v; Q. 0 PORTL.— AI ID �ENERAL ELECTRIC COR�IPAN Y "'► WESTERN DIVISION PH. 643-5454 14E+55 S.W OLD SCHOLLS FERRY RD BEAVERTON 97'005 DR DATE TITLE j-� J08 FUNCTION 4 ::� 8Y _ I V1��,,.�- �..'' (:i 1,,,� i' t� v'"' --� g ! TRACiNIG NO _.t... NO �c I HK_-'__'___-_______-DATE - - _`. - - �.... b y //-.Z?-7 t � u 5 D I v { ,�.� 1 0 r.\� C i RC U I T >� �, SECTION , ._ i C ji REV DATE _ ___ _.. _- __ _ _._______ APPROVAL -----�_____._ _.._ _ s� JVFF77,, BY \. , . .. �« . .,.. ..:..a .. ` '... .. a 141we'f.'.'rir¢yliiiYi'Mr — .j.t ' ..,.�ti •"-. .. NOW � � .. •s . � t- .� rw-+rrAt; - > " ' ,,, *,�,`""" T .. .-,� _„ mer AL .� D"1� - ,. � __ ._�'". _ .w+a�. a:�'g�(^�#'9M,Ik, �w,a• -' ;.. ., ..,.. - _ ._. 2 3 4 5 6 7 B 9 10 11 12 �,. . NOTE : I F TH IS M ICROF I LMF_p ' DRAWING IS LESS CLEAR 'HAN "-'-- <Y` THIS NOT ICFrr-IT IS DUE TO �,,•�"'" THF= QUALITY OF THE ORIGINAL . .� f.)RAWLNG. 92 L 9Z S? �Z f.Z Z? MZ OZ 61 81 11 91 SI bI f I ZI I 1 01 6 9 L 9 ��V1.4" 11 II S b E � 1 �,�, ��!IIIIII{II11�1111{I111�111I�illllllli�lll�llll�llillllll{IIIIIIIIIIi►lI�IIIl�:�t��t111{Illl�llll�llllfll�llllll�il�llll�l�1111`IIIIf111iI1f1i�If111Ulifl1i11111.IIii11111111fii11111 I Iit I it I � II�III101111�11 I. I--- t f !� � I! �� Iillllllf��1� 1 II�iI11I1111IIIW1�1I1�1111IIlIlVlllillll�.11.11llll�Illll�UlII1111 _.,..a K �'.. ( ��_� ., 1 �,C�� _�`. r � �� 11� 1^"'� ',,� �,,,'�' i � t, r 1 • C 1 17. 06 .080--17 . 06. 110 17.06 .080 Procedures fo._r review and approval of final Review -and 'approval. of a �final plat shall be in accord- ance with the provisions of Sections 17 .06 .085 through 17. 06 . 115. (Ord. 79-96 Exhib_i.c A(part) , 1979) . 1.7. 06 . 085 Time limit. The final subdivision plat or final partition map shall be delivered to the planning director for approval. within one year. (following the approval of the pre- liminary plat and shall incorporate any modification or con- dition required by approval of the tentative plan. The planning director may, upon written request by the applicant, and payment of the required fee, grant an extension of the approval period , not to exceed six months. (Ord. 79-96 Exhibit A(part) , 1979) . 17 .06 .090 Phased develo_2meut�fcr subdivision. when an applicant desires to record and develop subdivision plats covering portions of an approved t)reliminary plan in stages , the planning director may authorize a time schedule for platting the various stages in periods of gime in excess of one year, but in no case shall the total. time period for platting of all stages be greater than three years without refiling of the pre- liminary plat . (Ord. 79-96 Exhibit A(part) , 1979) . 17. 06 . 095 Reapproval after expiration. After the expira- tion of the approval period and exterision, if any, a preliminary plat shall be ;:?filed and considered as a new application . (Oral. 79•-96 Exhibit A (part) , 1979) . 17. 06 . 110 Finallat submitted. The original drawing, five prints if the fin-'-al plat, and the required information shall be submitted in the form required by these regulations and state laws, including ORS 92 .050 through ORS 92 .120 for plats of record. (Ord. 79-96 Exhibit A(part) , 1979) . 17 . 06 . 105 r<eview and approval . The city building official , planning director, an . engineer sha11. det-2rmirie whether the final plat is in full conformance with the acproved preliminary plat and this title. if it is determ?.ned that there is a non- conformity, the planning director shall advise the applicant and allow an opportunity to make corrections. The applicant must again submit five copies of the corrected map or plat. When the plat or map is found to be in conformance , it shall be signed and dated by the planning commission chairman. (Ord . 79-96 Exhibit A(part) , 1979) . 17 . 06 . 1.10 County surveyor a2proval . After signature by the planning commission chairman, the planning director wiii send a copy of the plat and supplemental information to the county surveyor. The county surveyor shall examine the final plat to determine whether there has been compliance with all 233 (Ticard 1/15/80) i`{G� -- � 7 l 3 ` 1 _� � � N� o� �� a� SUBDIVISION PERFORMANCE BOND Bond No, KNOW ALL MEN BY THESE PRESENTS, that we IIPROPERTIES as r .nc pa _, and--� a corporation duly-au or ze o con uc a general-'surety tininess 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 R 7G (0 00 lawful ^coney of the United States of America, for the payment-or 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 OBLIGATION IS SUCH, that the Principals are platting BALE'S GLEN subdivision located in the CTTy o�7garrd, Oregon,—a- _enfe-r,-ig into a subdivision compliance agreement with the Obligee here)n, and upon acceptance of said plat and complirace agreement, the Principals shall make all improvements required by the City of Tigard, Ordinances an: Subdivision Compliance agreement documents as described in said compliance agreement all of which are by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall fuithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work pro- vided by said agreement, and shall not permit any lien or claim to 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 here- under the City, in the event it shall prevail, shall be entitled to recover such sums 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 _-- '1979 HARPST-O'NEEL PROPERTIES_ By.. (seal) By. _—_ sealZ By --Lseall By: (Leal By:_—�_____— (A tnie copy of the Power of Attorney must be attached to the original of this bond, ) Form No, 1971 1 !WASH SQ(jARE.'::. METZGE R ITE LOCATION - ---- SW ATA as 2 TIGARD �_ W � E � 3 _ �\ W E v) S N I BONITA -EXISTING PAVEMENT SCALE I" = 50' — VICINITY MAP N.T S I f 1 --- -------- S.W. DAKOTA T /� s _— yk -7777 t V (l'A ?. ,..'.:::1. .:r''}::.'::.. .:£:•i:::{V..T.v.. ..yk•i i:4:{•:.:v: .::$�.J::v:�:.-\�:{.;::,....%:...j;::, ;:. N -k� .yn,:: ..}�. Y.•. ,h, RM N d9 ° 34 �C N P9 34 00 - — - - -- _- I b75' 7 5 ---- - 5663 56.63 '663 566 4 - - - 19C ai CD TO REPIJ'10E - I 57 5C'TZ ;50 f�' S(3 63 56.65 56.63 5690 f - ----- o I 1 a) 0-- 2G0 _ U W BL( CK 1 c, " o 0 U tv FILE CCPY O 13.2 6 113 5 0 v: L- w -- 10326 12354 – j �. ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS 0 vrl 0 — O 0 "? / (9 0� pp� a) 2 1 i PUBLIC WORKS DEPT. DATE --- O to 0 to } 7 / ` 10055 Z PLANNING DEPT. BY�.._. r'n 103.26 9446 ti (r) BUILDING DEPT. DY._.— ______ C.%T.v 00 % CD S V - =) COUNTY HEALTH DEP-'. &y__ ^_ —_.__ D'aTE_ —� v 2) i �� i v Ido- � u� / CITY AOMINISTRATO'� BY__ _— DTE -- 1 � -- _ 1 `" IN �+' TICdARD WAVER DIST. EY—� DATC_— �. 104 19 — p GENERAL TELEPHONE BY____ * CAT^_ / 47 103.26 123.97 U S A BY_ OAT �t�' 11326 11 3 97 in L ��Q ^� i to (� O N. W. NATURAL GAS BY___— DATE •2 — n P. G. E By_ DATe____ 210 _�� u S 89c, 3 6 6 W T. R. F. D. my.— ``� DATE X143 �0 r "CNSTRUr,T 12" STORM AT 115.00 10,23 % Mc EXISTING ELLE COPY HOUSE NOTES ■ A 5' WIDE UTILITY EASEMENT CONTIGUOUS TO ALL SIDE AND 1 - REAR LOT LINES ANDA 10' WIDE UTILITY EASEMENT CONTIGUOUS I TO ALL FRONT LOT LINES IS REQUIRED. avy>t WIN MM Leo - - EXISTING LONE IS R MINIMUM LOT SIZE IS 5,000 SQ. FT. CONTOURS DEVELOPED FROM FIELD MEASUREMENTS BY BENCHMARK a ASSOCIATES. SITE ACREAGE IS 2.19 ac. ocirr W4 TOTAL NUMBER OF LOTS IS 16. P NATURAL DRAINAGE OF SITE IS FROM SOUTH TO NORTH.---AV A COMBINATION STOP AND STREET NAME SIGN IS TO BE INSTALLED rG i BY THE CITY OF TIGARD . (SHOWN AS F� -`'S E NOTICE TO EXCAVATORS C It is your resp(-:lsibility, as part of this t?crmit, to inatify all utility operators of the extent Of t111; work F)RIJR TO STARTING THE , JOB. (24 hours if possible.) UTILITIES TELE, NO. \� WATER — t. 6'a- *b4 '� dr ��,�• J �. NIntz,ger VIver hist. 2:S .,..::1 GAS - Northwest N,-jtural Gas Co. 2-r-4211 "it- TELEPHONE TELEPHONE —General Telcphone Cn. 639•1002 "W ` )vE,l LUCATEQ IN T HF J L H I C K L I N D L C NO 5 4 IN THE S E 1/4 OF SECTION 35 , T I S , R I WELECTRIC — Porllalid General Elec. Co. '13- 54 M , WASHINGTON COUNTY, I IGARD, OREGON. , Issued by:---V- y: - , _ - City of TiyarJ TENTATIVE PIAN OF A SUBDIVISION ---- - --- --. - --- - DESIG6 BJ W BENCHMARK ASSOCIATES ,, z DENNIS ONEEL oAIL MARCH 79 � w , 18220 SW '108 TH AVE, SHERWOOD.OR. PH. 10175 SW BARBUR BLVD. PRELIMINARY PLAT OF DALES GLEN DATE NU BY REVISION rIIF 0009 J --�— v PORTLAND, OREGON 97219 6 DALES GLEN — 7 OF t 0 M.+. ._ _.., - � .' � � •�..••�w ��-.I - ._.«Y�._... -•_., .. _.___.. _.-. _..,..- ., - ..--_- -.-.-�_...._..�_..._..M+iM.V.F1rr.,en..__.-n—.Y.,,.r.._ _ ..... _. {r il�.yh{' ` 1 1(I ��I'i 1 1 1 1 ► `11 fI 1 ' I tf t I1 �r� �I 1It 1I1 I) IIt 1) 1I1 tII tII r�I I(1 1I1 1I1 tI1 1 1 t I I I I t IfI I 1 1I� 1 I I I 1 I I I I ► 1 I 11I a -.._ _ �., _ �_.. .- - _ �. w,.�..y � ....._: w�« �. ..' lh �j I I111IIII�'I � � I'�� 111�+ I11111I � I � f � I � I I � I ( I I I ) IIII111111 III IIII � IItI111i11 � ,� - �:.- � t • J NOTE: IF THIS MICk6. ;;Mf; �"'��+� --�-�-�►,----? 3 4 5 7 e 9 IIO I I 12 DRAWING IS LESS CLEAR THAN I THIS NOTICS-r-TT 15 DUE TO { QWITY OF THE ORIGINAL "rDRAwING. OE 6Z 9Z LZ 9Z S 0a EZ ZZ IZ OZ at et LI 91 SI *1 Ef 21 II 01 6 0 L 9 S fr E Z 1�"'�" �+IIIIIIIIIIIIIIIIIIIIIIIN1111111IIIt11111�IJIlIIi!I�tIt�INIIIiAINNINMI►t�INI�MNN1111111�11�►IM�11�II�t�Nitlftll�llli,3illi�lt'flt�l`{N�IU14att4tttt�tnrlfrtf�lfl1�n11�INIIrH�II�IM�Ij�1q�n1111uI�111111111�I111I1WIfi�W1�UU�l�ILU�IIIIIIIllfl�llllll 1 JUNE 24 92.1 F ,.;,,,•„ i:faaa^�t¢��A�^+w , �,c:;r..�)>„y' ,r�,r� r<h�H , ,_��4�M1caw"^ , ,;,:... ,,:; RAIN DRAINS"SHALtMIMT WEEP HOLES IN ON6 PROYIuto R = 1 1/2 W -E R= 1/4" - 1/4" PER I�--�. /�/ TYPICAL 4" WEEP HOLE EI'4D EXT. ASPHALT_ 2+76.46 S.W. DAKOTA v i MINIMUM 2 PER LOT 0. 00 S.W. DAKOTA = PLUG EXISTING STORM 2.44 EL. 18 4.5 4 0+00 S.W. 94 TH END CONSTRUCTION ° r' ; °. `: p \ �// FINISHEC ��f, �� 6" EXPO(;' IRE _____ I -CL. C ��^F A -0+00 S.W. 95 TH ST �L. 184.50 �� ` 1, " ' HTC CCN(' FINAL LIFT WITHIN S .W. DAKOTA 16" a` I YR OF CnLINCIL AC(IFTANCE. E L. 18 6.06 U- U` 1 __ " i � -`---- 2"-C.L.'B'A^FHATlC CGNC� INITIAL _ > >u1c, - -"'` _-g - S.S. �, S.S. o� 4 CONC. - - - o. _ � .. • NC. ..• � ; . . AL LIFT _ _._______ _ �1` ' ' ~ - 2"- 3/4 MINUS CRUSHED ROCK SCALE I = 30 m ci�� wc� -) cv r i - - --- a • , �• I wc\j o W I I •��\ 6"- 1 1/2" MINUS CRUSHED ROCK - r� ST - -- ST - --- - - ----- TAPER TO BLEND TO EXT. ROACWAY 4 5 ; ,'; � • INSTALL TRAFFIC WARNING DEVICES. g�� FORMED SUBGRADE B VC (2 \ \ 3 0+25 6 I INSTALL DITCH INLET AND PROTECT \-CURB �� WITH RIPRAP. �Af11• Pr o+51.45 PC 2.24.07 j I TYPICAL CURB a SIDEWALK DETAIL TOSS N EL. 183.04 EL. 183.98 PT 3+28.07 _ PI VC N'tUtiT' EL. 18 5.0 2 N.T. S. �*50 IAO&Te ox LOW iftlorI \,-PC 0*56.50 j -}.- �' - EL. 188.37 PT 0-57 u �C 0.5 7 j E V.C EL. 18 4.4 0 0+75 EL. 184.40 4 5 6 7 5 6 17' H It 1• 0 0) I I I � 25' I h TO BE TRIMMED AND RECONSTRUCTED -- -- - ---- - ACCORDING TO CITY OF TIGARD 1/2 25' 25' -- ---- - - 34' I 17 STREET CROSSECTION. vii I! 50' 5' 1 5'� 4 1 6" CROWN y4 > 5 Q 3 BLOCK I e CURB BLOCK 2 W i w I PC I*85.89 --- ------^- L7 - - - ----- ------- - E L. 19 8.2 8 CUR B PT 1.94.95 TYPICAL 50' STREET SECTION a EL. 199.27 a PT 2112.36 EL 201.16 7 8 2.00 16 ' 17.37_ i N.T.S. x 2 g 1 PC + 17 EL.201.71 w -- 9 14 2 04.82 R I 2*45.91 13 20 482 II t L. 204.82 -- - - 30 30' 10j END CONSTRUCTION 10 1 2.91.17 EL. 206 -.7? �` -- --- -- . --- - -- _- \� 5 5 125' 1 - " F Y 7" CROWN II/a"F , M-I 15 - "- INSTALL DITCH INLET AND \ ' 209,38 PROTECT WITH RIPRAP. I TYPICAL 60 ' STREET SECTION TAPER TO BLEND TO E X T I STIN G ASPHALT CURVE DATA � p N.T. S. N0. TYPE RADIUS DE LTA CHORD ARC AKafA LENGTH I CURB 35.0' 89° 27 '00'1 49.26 54.64 2 FE 27.0' 89 0 27' 00" 38.00 42.15 3 R. 27.0' 9002.3' 57" 38.32 42.60 • 4 CURB 35.0' 90`23' 57" 49.67 55.22 NOTE S : 5 350 89° 36 02 49.32 ' 54.73 - CITY STANDARD RESIDENTIAL DRIVEWAY APPRONS REQUIRED. I CURB , 6 FL 27.0 89 0 36 '02' 38.05 42.22 ALL CONSTRUCTION TO BE TO CITY OF TIGARD, UNITED SEWAGE AGENCY OF 7 25.0' 53°09'23" 2L.37 23.19 WASHINGTON COUNTY AND WASHINGTU�; COUNTY STANDARDS. R. 8 CURB 33.0' 53009'23" 29.53 30.62 ftt��4l�S 1'O %a; 1�1SYJ4�,.1.,�'� IjY DtVc *i:* 1y 9 fl' 50.0' 420 13' 13" L�O 36.01 3E.84 Irc+��RO w vro u "'� k"weveb 1. 1.AYOUT 10 R. 50.0' 77° 23' 32" 62.52 6754 TIM 1DlvE"ftow 1% Re1"1.-161jLe few "jl%t f,J'm-tTms I I R 50.0' 60027'04" 50.34 52.75 WOICN Kk'Y alto %w 1e RmLoc�JtiR ►". 12 R- 50.0' 170 50' 58 15.51 15.58 13 II• 50.0' 62025' 40" 51.82 54.48 14 50:0' 15 0 37' 10" 13.59 13.63 15 CURB 42.0' 27505 7'3 7 " 56.2 3 202.29 16 R- 25.0' 42048' 15" 18.24 18.68 1 7 CURB 33.0' 42048' 15" 2408 2465 1 DRAFT/ ---- DESIGN BENCHMARK & ASSOCIATE DENNIS ONEEL DATE JUNE 1979 CKD W 1 '18220 SW '108 TH AVE, SHERW000,OR. PH. 638 --7828 -j 10175 S.W eA R euP BLVD. DALE $ GLEN STREET PLAN r�nrf No Fav r�Fvisic�N FILE 0009PORTLAND , OREGON 97219 8 of 'IL R 41- r ' I Itsrla'w�..rw, _ 1�1 III�III;III piglif1 jfjl 'rI pIIIIII[IJ1� 1 1111 [lil�l 111 11 III 1 III III III III (11IIIIIIIIIIIIIIIIIFIIIFIIIII�IIIIIII(IFIIII�t111fI1lIIlIIIII111111tlilllFll 1 1 r8 NOTE: IF THIS MICROFILMED 3 451 6 7 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTIMr-'IT IS DUE TO P* .QUALITY OF THE ORIGINAL -._..__ m__.. _.._. ._._ _ _--•-- -_-_�_ -.---�_-.__�__-____ _ -._.________ DRAWING. It ez 9L iz of sz ` fpz ft _ iz IV 6Z of - of I 91 o1 1pI c a I I of e o c 9 s ?p F >tl 1«A �� s"� ��tIIIIIIIIII{IIIIIIIIIIIIIIIIINI�IUIiI 11111N1 IIN�tt111INIuH IiMItIINiNH11fIM-'---•'.-Mt�fRI1�1�HM�1t11I1M 111' ''----JJ��----11--------i,----••--1I•---•. '•. U1ft1 I f1f1�1t IlUllllllfllllllNIIIIIIIWW�IIIt1�tU1�llLU�IU�i � - JUNE 24 1992 .,ll� A T'.S v ��'^tee �• •.y.n, ;F+! ...,m......_..I.....-.�... 220 215 ti 50 U J W h 210 --- --_ - _-------- -- rn 4.4. EVCZ N 1+50 EL. 194.75 205 PI VC o I° DITCH INLET 1+00 � EL 206.00 PI 100 / S TA 3.10 PI 190.50 / RESHAPE EXT. DITCH TO MATCH INLET 8, 200 _ __ ___ __ PROTECT WITH RIPRAP _ °I° 62 BVC e 0-50 195 1: '-- EL. 188.28 -- - - �- Y 4-00 5-00 a CD O I 00 0 00 v�. O 190 - - ------ --_ - _ - —__— as 185EXT- - - --- - -- I 22` --- STA. 0+10 I NH 0+20 IE 180.50 I �Ii7 RIM 186.95 1 c P I E 181.00 180 -- ---- ?30 - 0+00 1+00 2+00 3.00 REPLACE EXT. ST. PIPE TIL TO EXT. W S.W. 95 TH AVE. 81 STORM PROFILES I ?i W I N 215 1 0 II U xIc J W it + W (0 N W O UI 2 10 �----- - I N J d W N GROUND 205 -- - WQ ao = Y PIVC 200 h o 0+50 -- - — --- ------ ---� �r P150 RIM 208.38 °�cD PI 183.50 IE 192.00 BVC 195 - 0-25 -- .25 EL 184 33 EVC 0+75 ON BVC EVC a P;VC EL. 182.85 „ o N 195 `_.. - 0-75 - ---- --- --- - ---- h = i 0-50 h Q EL 184.00 EL.186.22 01° a �' PP1 50' I 182.60 = `Lo Y = X 0 O (DN m — W �O 190 00'0 - Q(_ tD i i 1l U OO Xw � 0 tCi - -- - Z 190 O --- - 2+2448 0 N 1 GROUND Z v DITCH EL 186.06 GB i INLET . 0 W STA 4I35ET RIM 18348 ^I ELE. 184 .00 185 lb _ - T . -_ RESHAPE EXT DITCH 185 ,0° ° G =p71°'° TO TH T 81 SI - -2 —. lPROTECT WITH R P RAPIE 18100 -f 180 CONSTRUCT 40 0+00 0+70 11+00 24-00 — 3-00 _ -' ---- 4.00 5+00 G B 1 INLET 180 --- - - - _-- ___-- __- RIM 182 . 2 39 2-00 3-00 S.W. I I. S.W. DAKOTA 81 STORM PROFILES l RIM 184.84 � A � f�� /J H I �� - 5"� V IE 175.84 tofttvjmvkft-vs� C& vow lie {� 175 C �` vJ S.W. 94 TH CT. a SANITARY SEWER PROFILES H I" _ ` 0' V I = W DRAFT; - - -"- DESIGN H BENCHMARK & ASSOCIATES x DENNIS L , DATr_ cKo W 10175 S.W. BAR6UR BLVD. DA L ES GLEN SANITARY SEWER JUNE 1 979 81 STREET PROFILES 18220 SW 103 TH AVE, SHERWOOD,OR. PH. 638 -7623 cJ, PORTLAND , OREGON 97219 6 DATC NO BY REVISION F 0009 DALES GLEN 9 CIF 1.8 e+,w=. T.,.._ -., ...,. nNr.,.�.,:ew.wv ... .....',++w�MiiO:MY'.CJMA�W7{ae:_:'-ra`:"«.-...n _—'�+w. �rseyA�•IMr•'»,,.n,..,�..-.,...+S1r.v .._.o•,..��nnw�rrq,...�s+M►^•.n�...�...,�..,,�t .p'xyoe..ulry. •yam �+ , ,.... +irI^•�.--..a ..- .... ...�.K/M. r....wyw..,.w.,.,,,._,.....................r+:.... r.'IMn, .0 awn .. -:,em'Lw dM:r }iFM•..y..., � � � - � i� l�r�Irlilr�,rlrl�l�l��lrhlr��l1(,�I,�il( (I F'll�ll+l��lllr�t(1(�t(III�IIf1ll1(II II1�11��I(rlYllll(III�111(III�II�(�Ir�11Ir(�I�I�Ir(�I��1�(�li�ilr+fli�rlt(illl►li(r,r1rlr(irl - �° �� °'�,. `'- .r.a 4i' 5 8 _ 7 8 A 10 11 12 - NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR T►iAN THIS NOTICS "IT IS 011E TO QUALITY OF THE ORIGINAL � ,- . -,�► 'DRAWING. AE 62 92 12 12 Sit 02 <<' Z8. . 1z OZ dT - 81 t1 91 91 bt EI Z I1 011 0 t 9 S it E Z I'""•'" 124 )c .,,,,,,,„�� - __ _ �,Illuulunlunlunlne�Irr�rlrrnlnl�iulu�t�rtt+hmb��rbtr,rl�r�IN��wr�Ni+lrrr►I+Ir+�tU�Ir�t)tlrtlll�llllu(In11�Ntin►I�Ittth�unlinr�ltttlt�t�ttlttttklttlll+t�ttttltt iluluulrinlllulnnb►IJU�uuluu�ull�l►u�uuluu�IWIuII JUNE 24 1992 . • n rMia. p 7 R^ E EXT. CB EXT M1 13' L 0.80 DAKOTA STA. 0.21 DAKOTA STA. 'XT Mi 5'L ST (SLUG EXT STORM S �� DAKOTA EXT MF1 5' L 0.06 DAKOTA STA. EXT 8" CSP 2-75 DAKOTA STA. EXT 8" CSP SS SCALE 1" = 301 -- — _ -- - _ C B 0.70 WF , C.B 2.2446 (i" CSP - W REMOVE EXT. STORMI DAKOTA STA CONSTRUCT 420 LF !2 CS L �= 0.7 �. DAKOTA STA. .;,_ --- INSTALL DITCH INLET 81 PROTECT WITH RIPRAP. PIPE TIE TD - ` ro' 10 to _� is _ HE 0-92 /36 HIS 1.48, 36 HS 205,'36 HS 3.20/33 HS 3.68/36' '---TAPER TO BLEND TO EXT. ROADWAY. HS 037/30' to 94 94 ;FII &TAM r I v 4 5 6 7 I 5 6 U I A >� ICD I N x I -To� W NO cn �---- — HSI 2 5/35 ,-1S 1-35/27' I 15/26� � 4 io �, BLOCK N I U BLOCK 2 11 3 8 ` Q = 1-- = I � o � - HS 1;78/38' o HIS 1.90/28 -1_j 3 H -10 125' (n o 3 N K) 3 2 9 N v a 2 a ; /60' V o_ HIS 2.46/30' HS2.4o150' 2 I IU \ A NH 10' R. HS 42-84/45' - - - 2.78.70 94 EXT MA I ' R INSTALL DITCH INL Ta PROTECT WITH RIPRAR 2-96 95TH STA. I i TAPER TO BLEND TO EXT. ASPHALT. I j>eV e:LO!'e:1t KV LT r1t&AUE. r,01L CEI. S;: V:F oM 9f�toRM�w�•^;�� ► l.101m-o gWoOFF NOTE ALL SANITARY SEWER CONSTRUCTION MUST CONFORM TO UNITED SEWAGE AGENCY AND CITY OF TIGARD STANDARDS. s Kv.&'T PRoulte 'ShO. S"s WRV%(!.L &Wk3t &rtva1S TO MJ`( DVj LI VC&f. 444%% Ie7'1 "VST V*-0,- ►bq: OXEL h16-t.Vtt,.T SAM. f!�•C� bZORI�y 11� 'J VtKt.kL yo Ct'e"t _- — EDRAFT/ SIGN BENCHMARK ASSC�lCIA 't' ES DENNIS DNEEL 4 rl JUNE 1979 � I W SANITARY SEWER - IOITS B.W. BARBUR BLVD. DALE S G L E N 81 STORM PLAN S '18220 SW 108 TH AVE, SHERWOOD,OR. PH. 638 -7623 � PORTLAND , OREGON 97219 6 f.)ATF NO BY REVISION II F 0009 T1AI E '"; fel I-h! «... e .7"•"'.^nr''"" ..•�Y. ��Y'�.tl�wwF" �+4.4.�tNIM;'.. �4 — -. - ..._. _._......«c,_ -+.eMr+n.»rr.►_..... ._. —_."a`."."few_'."`-..w9liu- . """ __ .. Y t1 .. _.. . t t 1 ( f 4 ! I I 1 r 1 I I I I t 1 I t I I I I I I I 1 I I t I I I1 YI'll III •r ( �• I � + II �111 � 1 + � + I � � 11 � � + 11�► ri i1 � 11i � 111 lil � lln � lll � 111 � 111 � 111 � 1 ) ( III 1(1 �II11111I11t111 ► iI1I1 p' NOTE: IF THIS MICROFILMED I 2 3 4 b 6 7 8 9 to 11_ 12 �• ! DRAWING IS LESS CLEAR THAN THIS NOTICFt`IT IS DUE TO QUALITY OF THE ORIGINAL RAWING. OE ea 9Z It !t fZ irZ E2 _._ 2t It 0L 61 AI LI Sil SI 41p EI ZI 11 GI 6 9 L 9 4 1r C a 1swa." ,11I,nIInnlnnllulLulllud,Inlul�tnlunlm>ilnllb,uluuiuuhu,Inniatt�t;;�11,>�t�Jnnlltlt4tlnlnnlllnllatltlt�l�n►i�l�ltllr�lt,n►t►�rlmtb�t►�ttttlun��tuitttt��,'nlYallnllnn�tnlllutlmli�,uuuL+ujW+.#�u�,lwl►'►>�h11►JUNE 2 4 19924Li1 _441181110pmw.. •, v R, ice. _ _ _. _ INSTALL 6"x 6" TEE 6" GATE VALVE I sT S. W. DAKOTA AVE . ---_ ------ ss ss I w EXIST 6" C1 _ W ' - 1 I SCALE 1"= 30F EXISTING FIRE HYDRANT TO BE MOVED BEHIND �- CURB LINE 0 4 5 6 7 IJ 5 6 O) l M TOBE REPLACED BY I - -- TkI S 8" BY OTHERS (1)I „ UJ > ; i 4 Q I BLOCK I 3 BLOCK 2 I 3 8 cn I Lo i l i — - CL i I � • 3 UL J 2 9 M F`J rn H a T n. W I Q J J Fa- i Z 2 _ I Iv i 1112" PENT. NUT, OPEN LEFT. - - - - I WATEROUS TYPE OR APPROVED EOl4AL. - YELLOW CAST IRON COVER WITH 'W' " ' CAST INTO SURFACE. 18 INSTALL 6" GATE VALVE I�0"� FINISH GRADE 6" X 4" REDUCER TIE TO EXISTING 4" Cl 3/4"-O"C.R.BACKFLL THRUST BLOCK-5 CU.FT A V MIN WITH 3 SO.FT MIN. % CURB qT - BEARING AREA AGAINST HAND TAMP, BACKFILL UNDISTURBED EARTH. AROUND TOP KEEP CONCRETE CLEAR,/ Z OF DRAIN OPENING 8. � BOLTS ON HYDRANT `� cn STAND PIPE FLANGE.---{' 6"FLG. X M.J GATE VALVE, W BOX Ek EXTENSION i M.J X FLG TE E DRAIN MAIN CONCRETE THRUST BLOCK AGAINST UNDISTURBED EAFTH,3 S0 FEET BEARING AREA. � n CONCRETE BLOCK o _ 2- 3A"STEEL THRUST TIES IF UNABLE TO PLACE THRUST BLOCK AT HYDRANT FITTING, CL E.AN DRAIN ROCK IN 2 FT X 2 FT X 2 FT 6" M.J.INLET CONN DRAINAGE PIT TO EXTENT 6"ABOVE DRAW FIRE HYDRANT QLTAIL PORT COVERED WITH VISQUEEN OR TAR PAPER. N T S- Kw t DRAFT/ __ _ - - - -- -- DESIGN 5 _-- - - - _ BENCHMARK & ASSOCIATES DENNIS ONEEL DATE JUNE 19 7 9 cK'D = _ W 10175 S.W. BAR BUR BLVD D AL E t S GLEN WATER PLAN ---{ '18220 SW 108 TH AVE. SHERWOOD,0R. PH. 638 -7623 PORTLAND , OREGON J721 9 fj DATE NO I BY ( FiLVISION FILE 0009 DALES GLEN 11. OF tR } ti - prw;�.rw., nr ..,gM,+.ro-.-...�.�..nS,,........,a,,,,,._..,,..-...nn.w�... x........ ...... .... „p,,.•.. �...-r�,�. h lb ill II`�'lllllti FIIr111 lII �� IIIIIloll � ( ~ � I ( I J I ( I � I I I I ( I1 � rTr1 «. .._..... _»-.•, , 2 3 4 5 6 7 e 9 to 11 12 NOTE: THIS MICROFILMED DRAWINv IS LESS CLEAR THAN -� THIS NOTIar-TT IS DUE TO r JK QUALITY OF THE ORIGINAL l DRAWING. - - -- - -- ---- ---- " / off 6z 92 Lz 9z sz Vz cz , zz I z oz 6l 91 L 1 91 s111 b 1 e1I al I 1 01 6 Y t 9 s'- .�--1 c z I""lx"' 12 4 )[ dI1�III1u1111nF11n11uuI11N1n111!fty�,111111H111tNI11111na1a11111ap�a1��R11�IN11fFI�tIN11111111�II1t1111U11u11�1{H�Itlf}I�Itlllit!►�IINI}tlflitlllttti�lllt]IIII�tII1�IiIi�1�iM�11 �1111111111111111111111111>[W1N�IUU�1�11�111��p{ - - JUNE "4 1 99 _ _ � F I f — - PRECAST RINO,TOP A SASE % I 4'-0"MOX,depth _j —_ L GRAY IRON CASTINGS SHALL - \ .� FILL WITH RICH GROUT, r , I I A-48 \ \ _1 . I � I I I ` CONFORM TO A.S.T°M. X11 / I'-6"min. I i 0 \ rise;3"/foot -n-SEAL or approved equalSelect Native Material KORI I I 4 Compacted,6"Idts i 4 p, ,V,, 1;< ' I I I PLAN PLAN of TOP Minimumd " Tamped Foundation Mat',. ' �` �" �'�"*`s�' •"� Finish Grade Undisturbed or Compacted Material -13/4" Pick Hole 1 f I' max. SHALLOW MANHOLE PLAN ! -- C — SCALE: 1/2% 1`0" do I I� B i - y3��1" Pick Hole CLEANOUT F _ _�,� STANDARD FRAME 2 G _� I I I SUBURBAN FRAMEAll C 12z�"j f FRAME AND COVER (PRECAST MANHOLE RINGS &ECCENTRIC GONE PAY I 1 D Variable WIDTH i a'0 --"� -- -- — - Depth i FRAME AND COVER SCHEDULE } - TYPE 1DIMENSIONS L�N_INCHES 111111i IN Lb. ALL BACKFILL COMPACTED IN 6"LIFTS B -_ A + B C D FRAME COVER I.D. STANDARD MANHOLE 23 SI l 10 3 240 140 MANHOLE FRAME AND COVER SUBURBAN 3_O,1_, Jl �IRBAN MANHOLE 23 31 6 1- -3_ Ido I 140 See JOINT DETAIL Below "I CLEANOUT l 9 14 I d I 55 I:S 5 1 l 9"rrwn. rise:3"Root 12 a a d — J a• 0 4 a c �I `Slot for screwdriver POURED AGAINST UNDISTURBED OR - �a 1 1/2" COMPACTED MATERIAL 1/2"- 13 N.C. MATERIAL AS �I�� -1-- - SPECIFIED 9 , ,t, Q 13/16' STANDARD MANHOLE S 4 edP V SCALE: 1/2"s 1'-0" ' �4 , ''' LOCATING STUD ---� CrushE-' Ro•:K to Surface --WIDTH PRECAST MATERIAL SHALL CONFORM TO A.S.T,M. C-478Thill 2 1/2 d n Public R 0 W s LOCKING ASSEMBLY b PLAN AND SECTION IVa"o.o. Bross C£ . -" o o Washer, 3/32 thick Water Settled Granular O J. •' MANHOLE STEP QL ASS WBeddlnQ Material o6°,° ' • F 11/1611 ,•° a • , a • PIPE ZONE — SCALE:I%11_01 O.D. .o.;> 1/2" � . v 411 _ `:Ifs °t� -. .•.r�' ' _0.y.1,. t,.e - — ---- ;� F4,X PE 5 X4 REDUCER 4" CLAYTON 6X4 REDUCER FLr, X PE -- 6 PIPE FL- FL 90 G- OIAB 1=L- FL 6 PIPE I!2"-13 NC x I I/4" n 6X4 TEE6X4 TFE • 1_ - FL C 0 FL - FL SAP SCREW _ PAY WIG 1 H - '+ ,�1 u 41 C I SLEEVE 4 GL .V. r - FL ` `� J , , 3 Req'd., Pont.PentHead, M J `-411 BLIND FLANGE 4 BLIND F 211 LANGE I - Bronze or Cad. Plate . ,� „ TAPPED 2 I.P -I- TAPPED 2 1 PT. " COUPLING - I 211TEE 211 TEE ,. 1 s �, .' I I/ �•, t � --(0 ED 0. ) r, I ` / I JOINTED WITH RICH GROUT OR PREFORMED MASTIC TAMPERPROOFING 2'' G V 211 CLAYTON 2"G V 2 GUAGES r 2_ I V2 A for I + - 2 GUAGES 90G - OIAJ — _ i ,•, ir-6„ MANHOLE COVERS � I i min. • NOT TO SCALE NOTE_ ALL 211 FITTINGS I.PT. __' Mechanical Plug w/gasket i 6" / J ' �• /-2 V2" — ,? l -GUAGES TO BE ORIENTED TO BE READ FROM OPENING. -INSIDE DIMENSIONS OF VAULT - 81611 X 6101i X 610111 I � 1/8 Bend C . PRESSURE REN ASSE M F3LY � `Wye Branch CONCRETE ANCHOR MANHOLE JOINT DETAIL N T S �` SCALE! 1"=1'-0" SCALE: 1/2"= O'- I" eXZeo'a viiioeowr ' \ VftaT Lit__tt VCw►j �►�K� f L SERVICE CONNECTION BEDDING REQUIREMENTS B E N C H M ARK & ASSOCIATES SCALE 1% 1'-0" _ NOT TO SCALE SANITARY SEWER 6 18220 SW 108 TH AVE. SHERWOOO,OH PH. 63B -7623 DETAILS 6 I Dil GLEN 12 OF 18 ry ' * _- . M ......r...._..- _. � r..y ._�_.. 'a+- ;:. ..:.Sdr.till. —._. :...-...rr.. p•°AT+,f MnIM•rl�++ _ Ir—'— . _....,r.., .,:R`M,... .}mot..••. . , w _. . � - .�•-�'�° -Ari►-.. .« ,� T,+,.sa.+�r.�_""'•. ..- .�."" ,- _ — _._. _ -- '" r � � ( I � � 1i - 1' � ! !� ( I ! I � I ( 1 '�I !��' ( I � I � I I I I I I I I ( ! 1 ( I ( I ( I ! 1 � I I I 1 I I I l I I 1 I I I I(III(III�i I I( 1 1{111l I I I I I I 1 I t 1 t(111l I 1 I ..rls�e.,ll�°lam •, r I ., _...._. _ I _. t .. a $ 8 8 II 1 NOTE: i F THY; MICROFILMED 2 3 4 7 A 10 2 I - DRAWING IS LSS CLEAR THAN THIS NOT ICA'r-TT IS DUE TO _pf QUALIT` OF THE ORIGINAL �, .► ' DRAWING• QE 6Z 9Z a 9? S2 or E2 - 22 18 02 61 - AI LI 91 SI 41 EI ZI 11 UI 4 9 L 9 S �►--11111, 1E- Z I*M+IN �. ,� d!1{lllllllll{n11111n1n111111tlllrtilnr�111111nlllll+titlldua{Nalltalllaillnll�IMl�Ifllfl�1111iut�rrll11t1�fIIIIIIIi�tii� t1111ttttlLln�Fllt�f►tlluu�Nll�ull�lullllu�IMI��InIIn11111ullnllllulllllll�IWull�lullWl�u�11uI11uI11�{nN JUNE 24 1992 WASH. SQUMF__ '� METZGER ITI'c LOCATION J m a 1 SW DA KO \` U) fi 5;G 3 s U. TIGARD z Q i, m W ,;�-- E � III W- -E r S W BONITA EXISTING PAVEMENT SCALE 1" = 50' nJ� VICINITY MAP tr�Loj N.T.S. P I ST, ---{ �' S.W DAKOTA TAU- I N 89" 34 00 89 _ --- s � I d x 56.63 5663 - — 56.63 56S4 57.5 575' - 190 4 = o cii n0 `' ri ® O7 o CD m � � @6of n a -- - a) - m CD 190 / JVAl tR TO REPLACE -- _ __�� ' 57 50 5750 ET 2 - 56,63 56.63 5663 56.90 -o BLOCK I - ® v) 0---- 200 0 (D — N O 3 to "BLOCK 2 (a - - . , t U U1 to 03 Uito 'c) �-- _- cm 15.0 1=� o 113.26 - - 113.5 0 M / w 103.26 --TMT- to TZ3:5 T --- — Z N o a - 0 to.� CD m 21C�D CIRClJ!ATiON COPY; 0 U o tun) o �� o to "� 100.55 Z __ q LL LoTrS SµAL . 103.26 94.46 � �r� ALL SPACES MUST BE ENDORSED zoo D W�,I N 7'� %tR i►ArT" PRIOR TO APPROVAL OF THESE PLANS `ncy) LO P R R V Gp S PUBLIC WORKS DEPT. BY—. DATE__ — ti � 1/ (D R A/ 1./ 1 sf�� PLANNING DEPT. BY-__� +- DATE L� 10 10 10 - 1 104 19 ---BUILDING DEPT. BY_ _ DATE COUNTY HEALTH DEPT, IIY— __ — DATE. _ 103.26 ��- 123.97 �� CITY ADMINISTRATOR EKY_-_. _ DATG C 1 113.26 113 97 � 0'J U + � —_- lNaARD WATER DIST, i3Y:Te-WP LtW_ w DATE___q_-11-19 j[GENERAL TELEPHONE BY P� )7' DATE 1_1Z-1 Qr _ 210 U S 890 36�26' W USA BY N. W. NATURAL GA1 BY/•��-,l�tiw�+� DAT E-2 CONSTRUCT 12" STORM AT d 115.00 �— — --- 0: 10.2 3 % W �--P. O. C 3�_ EXISTIN G T. R. R Q E.. I DAT "/ 7 220 HOUSE NOTES ■ - A 5' WIDE UTILITY EASEMENT CONTIGUOUS TO ALL SIDE AND REAR LOT LINES ANDA 10' WIDE UTILITY EASEMENT CONTIGUOUS TO ALL FRONT LOT LINES IS REQUIRED. it is your responsibility, O iCE Tt Ofthis rermi', to tCAVATORS,)trfv art utility operators of the extent of this work PRIOR TO STAR;FING THE 220- -� — EXISTING ZONE IS R- 5 ,JOB. (24 hours if possible,) MINIMUM LOT SIZE IS 5,000 SQ. FT. UTILITIES TELE. NO. WATER —+� iiiet. 699■K-94 CONTOURS DEVELOPED FROM FIELD MEASUREMENTS Me'zgerWater Dist. 245.3331 BY BENCHMARK a ASSOCIATES. GAS — Northwest Natural Gas Co, 225.4211 !!vP" SITE ACREAGE IS 2.19 ac. TELEPHONE General Telerhone Co. f39.1002 - TOTAL NUMBER OF LOTS IS 16. ELECTRIC --Portland General Elec. Co. 6454 uwAm- NATURAL DRAINAGE OF SITE IS FROM SOUTH TO NOR' ql s *�}oA� Sl�)t:�'T' Issued by: A COMBINATION STOP AND STREET NAME SIGN IS TO Br-- INSTALLED City of Tigard �— BY THE CITY OF TIGARD . (SHOWN AS nR�r Iwlit 1t iiiorn� "' teat� wa � oo�atwi� , LOCATED IN THE J L -iICKLIN D L C N0. 5 4 IN THE S E. 1/4 OF SECTION 3 5 , T I S R I W , W.M , WASHINGTON COUNTY, TIGARD, OREGON. TENTATIVE PLAN OF A SUBDIVISION - - DEGNe � W / 13ENNIS ONEEL - -- - BENCHMARK & A .. BOCIATEB W I DATE MARCH 79 r� � I0175 S,W BARBUR BLVD. PRELIMINARY PLAT OF DALES GLEN DATE NO BY 1�FVISIOI� FILE 0 0 0 9 '18220 SW '108 TH AVE, SHERWOOO,OR. PH. 838 —7823 v PORTLAND, OREGON 97219 6 DALES GLEN 17 1 11 1 F1 ' � ' + r � ,�� t.. �'T`t ..-.F..6��1�^,.�.w. y ....._. ... �-1_ .~ .� IM..T.�. ...�:r.�yy.�.,.;r•w�lf � ..� �r- � _ ..... I�11 r11I 1l1 1 1( II 1 1 1 1 � �•� ' I I I ' I � I �I I � �� l i ' 1. I I I ( 1 I i �� 1�, � I � ( I I I I I 1 'I I � I I I I I I ( � I I I ( I j I � 1 1 1 I 11 NOTE: IF THIS MICROFILMED � — 2 3 14 5 6 7 �S 9 10 1 I 12 DRAWING IS LESS CLEAR THAN THIS NOT10Ef IT IS DUE TO 1FIE QUAI.ITY OF THE ORIGINAL DRAWING, .. oe ez ez c!z vz sz ►z EZ 22 Iz 07, 61 er 11 91 91 t,1 E 21 rr 01 s • c 9 r. m e z Islets" i1111u1111n11uuIn1111n111;i1111111111111111Gnrinttl111111111b1HI111II1rr�HIbI�11NIF�t1n'!�{��Inlrullrhrlrl{fllurht11�111I�rn1�t111h�fllrrnhtttllttt!►ntllutllminNltulll>r1�1 �I1rI11rn11nnl1nrinnl►.w�Iulllluluul�t�tlllrrlll1u111w1m� JUNE 24 1992 _- 1 R= 1 1/2" R „4�� PICAL 4" WEEP HOLE I/4" PER I�•-f_,,. MINIMUM 2 PER LOT END EXT. ASPHALT 2+76.46 S.W. DAKOTA = � ••• o•. ••;�� ' ; e :. � FlNISHED END CONSTRUCTION d // i PLUG EXISTING STORM 2+44 EL. 184.54 0+00 S.W. 94 TH i �� 0+00 S.W. DAKOTA = ST EL. 184.50 4+16.26 EL.19 �� !/ �\ �� \ r 6 EXPOSURE I"-CL. 'C' ASPHATIC CONC. FINAL LIFT WITHIN 0-'-00 S.W. 95TH S . W. D A K 0 T,� 16��;i I YR OF COUNCIL ACCEPTANCE. EL. 186.06 --- _j4 „ - ��_ �8� __ - --- TIC NC• INITIAL LIFT - -- - - U � S.S. g _ . _� -- - � - - - -- -- - S.S. - - ---------- -- _- -- 4 CONC. NC:�'; , ,•,�-,-��; • ---•_._2'�- 3/4" MINUS CRUSHED ROCK a ' ' • ' ' ----6 i I/2" MINUS CRUSHED ROCK SCALE 1 = 30' a o - -� N "' I - ' --� ST _ _-_ ,,T TAPER YO BLEND TO EXT. ROADWAY r�6 I INSTALL TRAFFIC WARNING DEVICES. _ 9 �� FORMED SUBGRADE 1 4 ------ - B V C .. �. 2 3 0.25 '��INSTALL DITCH INLET AND PROTECT CU RB I WITH RIPRAP. TYPICAL CURB �I SIDEWALK DETAIL PT 0 +51. PC 2.24.07 � ~ ! 45 I PT 3+28.07 7j EL 18-3.34 EL. 183.98 PI VC o.SUIActI�E C. . EL. 185.02 N.T. S. PolyPC 0+56.50 PT O.5 7 U EL. 188.37 _ EVCEL. 184.40 - perEL. 184.40 4 5 6 7 5 6 i7 UOd 0) �. 25' TO BE TRIMMED AND RECONSTRUCTED � -- 25' 25' ACCORDING TO CITY OF TIGARD 1/2 STREET CROSSECTIO%. cn I ` I7 Imo--- 17 5' 50'- 5' 4 '%v4 r' 1 6" CROWN .�F i 5 - 1 W vi Q 3 BLOCK 1 e CURB BLOCK 2 //��/�� \\ / 2 0 1 I --------- -------- - P- w i PC I+85.89 to _ EL. 19 8.2 8 _-CURB a I I PT 1+94.95 TYPICAL 50' STREET SECTION _ EL. 19 9,27 a PT 2.12.3E '�� g4 � 3 - N.T.S. E L 2 7 2.04 01.16 8 IS PC 2. 3 17.37 • 95 1 of I2 s 17 EL.201.71 x � w CURB pq 9 2 04.82 I 2+45.91 13 20 482 2 i E L. 04.82 -------- 30' - 30' -- v~, I l0 8' --- 22' 22' - 8' END CONSTRUCTION 10 2.91.17 EL. 206.77 - p t, 7" CROWN r"'41PER 1' M� 15 5' 1 - \ 511 �-•INSTALL DITCH INLET AND 209.38 PROTECT WITH RIPRAP. TYPICAL 60 ' STREET SECTION -_ -- -- CURVE DATA TAPER TO BLEND TO EXTISTING ASPHALT - S.m/. oVlDAw N.T. S. NO. TYPE R.0USARC DELTA CHORD LENGTH I` CURB 35.0' 890 27 '00" 49.26 54.64 2 P_ 270' 89° 27' 00" 38.00 42.15 3- -� R_ -27.0' 90023' 57" 38.32 - 42.60 NOTE S : 4 CURB 35.0' 90"23' 57" 49.67 55.22 - CITY STANDARD RESIDENTIAL DRIVEWAY APPRONS REQUIRED. 5 CURB 350' 89° 36' 02" 49.32 54.73 - ALL CONSTRUCTION TO BE TO CITY OF TIGARD, UNITED SEWAGE AGENCY OF 6 R 27.0' 89° 36 '02" 38.05 42.22 WASHINGTON COUNTY AND WASHINGTON COUNTY STANDARDS. 7� 1£ 25.0' 53°09'23" 22.37 23.19 - sr.QGrT L/Gkr's Tb Aw lwSrwj-z" ay *ospa ipm 1w 19e'I aAo 8 CURB 33.0' 53°09'23" 29.53 30.62 - - - - Winv e17y' iD,oP&ve» &: C'o. 44 your. 9 1_ 50.0' 42° 13' 13" 36.01 36.84 - - --- - - 7W6' D&-.Vo� �z o? is ,eLp-S �'�� 8%t �� Y aJ71- to 500, 7 70 23' 32" 62.52 6754 /MIRY NOVO To Be- 0.9Z044rJrA 11 FL 5o.0' 60°27' 04" 50.34 5175 12 R. 50.0' 17° 90' '96" 15.51 15.58 13 R_ 50.0' 62025' 40" 51.82 54.48 14 FC 500' 15° 37' 10 _13.59 13.63 15 CURB 42.0' 275057'37 " 5G.2 3 202.29 �t 16 R_ 25.C' 42048' 15" 18.24 18.G8 17 CURB 33.0' 42°48' 15" 24.08 24.65 lAFT DESIGN D / _ -- �. --- -- --- - -- - - ------- �BENCHMARK & ASSOCIATES z DENNIS O N E E L z _... DATE JUNE 1979 [(--K'D w 0175 S.W. BAR BUR BLVD. DALE ' S G L E N STREET PLAN DArr N�) 6Y F�rvlslc,l FIL[ 0000 '182207 SW '108 TH AVE. SHERWOOD,OR. PH. 658 -7625 PORTLAND , OREGON 97219 6 DAL ES GI-E.I•I •r I ww- ,, •` 11111 I�'I(I(I I l l i l 1� (� �l I II' 1 l i'ti 11T t I l 11'1` t l l l l l 111 1 11 1(1 111 III 111 III 111 1(1 11 11 1 1 1 1 11 1 1 1 1 1 1 1 III 1 1 1 {11 S I I 111 111 1)1 111 11 1 1 1 1 }"��.` �' • "'-.�' � r I 1 ' L_."' � NOTE: I F TH IS M ICROF I LMt 0 I 2 `� 4 G r B DRAWING IS LESS CLEAR THAN THIS NOTICE-. -IT IS DUE TO I QUALITY OF THE ORIGINAL --- r_- DRAWING. OE 6Z 02 a 9z SZ tiZ EZ ZZ I= 0= •t 81 LI AI ;1 bl EI ZI II 01 • L 9 s 1► E Z 1 s IIII . dlII,,IIII11111111111111111111Ht11111111t�nlllllilnitllulluuh1111udImlNqu{tlItiN11�1M1�11�ht�llt1�11!tlltlt{Itlt�lfll�iN�'iif{t�llllllllt�iltt{fltl+tlllllilt�llltlllll�lllllliil�ifl�lp� IIII11111111111�I111�11lll�Nl�II11�I1llWlllllll�l11J1111111111�1111 .. JUNE ) 4 1992 .,, ,, -'.,..ria A•. .,!';,;.,, ..✓ �.. -. e.., _..,,�... ,�,,.r,. 220 — -- --- 215 _--- - -- - - ti r`- � o � N U J W 210U) --- --- 0) IF— EVC p °' 1+50 w" ' EL. 194.75 205 r----r PI VC DITCH INLET + 001 I EL 206.00 PI PI 190.50 �� S TA 3+10 RESHAPE EXT, DITCH TO MATCH INLET & 200 _ __ PROTECT WITH RIPRAP _ °1° bti BVC .I Q 0+50 G, 195 _x ~o --- EL. 188.28 1 — Y 4+00 5-00 00 rn o 5Q G 0 `2 + 00 F. 190 ---- --- - -- G� °Id I a /185 225 E X T. M-1 STA. -0.10 WI Ot20 IE 180.50 C.i1 67 RIM 186.95 IE 18100 80T SO - - -- 0{00 �C 1+00 2.00 3+00 `REPLACE EXT. ST. 220 PIPE TIE TO EXT. Ml U M S.W. 95 TH AVE. 8k STORM PROFILES 1 H 1" — 50' V 1" = 5 W p pp O 215 _ -- 0 I I UIQ w c ' W N IN Z 'fit W O 210 U N � II J � W N 205 �_GROUNDS -- I I w � Q a0 200 m "VC -- - 0 0+50, 50 P1I 183.50 EM 208.38 ce BVC pp - 0-,25 BVC EVC Q~ 195 EL. 184..33 ��75 195 --- ' 0+25 0+75 A — s PIVC EL. 182.85 II zl� EL.184.00 EL.186.22 010 � x 0+50 a O N PI 50J F- cD X00 o PI 182.60 4x U-) Y °D M f 190 0'o — -- a ao— M- J - -- 190 --- 0 - 1� o a d � o " v 0 2+2 o N qo GROUND w DITCH INLET EL. 186.06 GB I INLET ; STA. 4+35 1•. /0C5P I 185 X920° RIM 18348 ELE, 184.00 48289 185 RESHAPE EXT DITCH STA.0+15 I G :o71°% TO MATCH INLET 8a IE 181.00 ago LF 12 CSF PROTECT WITH RIPRAP G�5 COf�$TRUCT 180 0*00 0+70 1+0+00 2+OO 3+00 4+00 5 00 180 ------ ------�- __ G B I INLET 2-00 3+00 RIM 883. 82 RIM 184.84 S.W. DAKOTA 8f STORM PROFILES IE 175.84 H 1" = 50' v 5' 17 5 0.00 1+00 S.W. 94 TH CT, a SANITARY ;EWER PROFILES H 1" = 5C' V 1" a 5' DRAFT/ -— -- - - ---- DESIGN - - - - - --- -- BENCHMARK & ASSOCIATES '' DENNIS ONEELSANITARY SEWER DATE JUNE 1979 CK'D W IOI T 5 S.W. BARBUR BLVD. DA L E S G L E 9 STREET PROFILES 'IE3220 SW 106 TH HERWOODORRIA 636 -7623 PORTLAND , OREGON 97219 F/6 DATE NO 6Y REVISION FILE O O O 9 AVE.. , . DAI-ES GLEN 15 OF 1 • t —.ya F �+il T''ww tf � f1 1fif � rfFfl� i � r 1 � 11f111 �r11'� 1r 1 ' ri7�11lI ( I � I � III � I � I ( I � I � I � IIIIII � 1111IIfl � llllltl ( I ) r , I _ 10 II _ NOTE: IF THIS MICROFILMED - --�-�--�----��2 3 4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN + -----"" THIS NOT ICG-,-"IT 15 DUE TO JK QUALITY OF THE ORIGINAL .- -'"DRAM IND. BAE dt 9Z Ld 1Pe SZ tit EZ tz I oz $1 91 LI 91 SI *1 e1 21 11 01 d 9 L 9 5 b E z 1914120 ,,,,.�"''`� �,rllunl�u�Ifflflfffflfffftf�r�I�ufhf�r�,lmtu�llnabff�If�f�h�Nlfful,��bffh��fl�►1i1m11rrtdmllmlln�11nu11u1hu11n1111rrr!rr�r��llrrf4►rn!rnrllulllrulrrrdnullnllllrrhlrrfr,�ut�nln��lfuflffnlu111rinll>lrt�"w�ut�tu�wtluulirulnuUwbrr� ' ,. JUNE 24 19 92 1243( W . - E EXT. C 9. EXT. MH 13' L 0+80 DAKOTA STA 0+21 DAKOTA STA. EXT. NH 5'L ST PLUG EXT STORM S.W DAKOTA EXT. M1 5' L 0 -06 DAKOTA STA. EXT 8 CSP 2+75 DAKOTA STA. S S EXT. 8" CSP SCALE 1"� = 30' -- -- -- ------ — - — — -- - - — --_— ----------- t----- -- --- -— --- - _ C.B W C.B. 4.�16 - REMOVE EXT. STORMI DAKOTA A. CONSTRUCT 42.0 LF I "CS S T G= 0.71 % DAKOTA STA. — 12�C �A .;,'1- INSTALL DITCH INLET 81 PROTECT WITH RIPRAP. PIPE TIE 70 M-i — i io'HS 0.92 /36` io HS I�48 i 36' 10 HS 205,'36 � 10 ' % HS 3 X20/.8 HS 3-68/36 TAPER TO BLEND TO EXT. ROADWAY. SION HS 0-37/30' IN i I i 4 5 6 7 5 6 CL U) U CID F-' X W i � o Q o vi - C o HS 125/35' HS 1.35/27' 1--- HS k35/26' (2: 4 BLOCKI 0 cn V BLOCK 2 < 3 6 = I—� 0 co HS 1+78/38' 0 LL HS 1*90/28' HS F4-40/25' J (n I 0 3 I ro I 2 0 a 3 V � I N f1 + I /60' , o HS 2+46/30' HS2-46/50' 2 10 I - M-1 10' R. HS 2-84/45' - - - 2+78.70 94 EXT. M-I I ' R INSTALTT ' ITCH INLET a PROTECT WITH RI P. 2+96 95TH STA. U 1 TAPER LEND TO EXT. ASPHALT. I f. QEvatpeep ma s r earzoe tca�t? ,5p *4 500r STORMWJ4TF4 JeOP OPf' (,is. VOTED) . NOTE ALL SANITARY SEWER CONSTRUCTION MUST CONFORM TO UNITED SEWAGE AGENCY AND CITY OF TIGARD STANDARDS. A&,'5t4P&9S e6;SR600,(&d17Y ro ~1AW 10e, q�tl6ZOP�2 hrKt T P,�vi06" 44,01MQY SAW6VE s611112006 00AvNda)VOA s 7b AW Y /F' 6YJS'77AuG SEPT.' SY-S7E:Pv,(3) Aeb► A.0WAVhO. 06 &-EoA2,i &V($jv&w2 olasT MagiziE w6 Xs-S l4r'v 011Y Com' 540e7)Wy � DRAFT/ - - - -- - DESIGN DENNIS Cf H E E L 4 ----- - - BENCHMARK & ASSOCIATES DATE JUNE I979 cKD r�� J 1017 + S.W. BARBUR BLVD. DALE � S GLEN SANITARY PLAN SSEWER 81 STORM 6 '18�G' W '108 TH AVE. 8�-�EF�WO0[7,OR. PH. 6313 -7623 � PORTLAND , OREGON 97218 DATE NO BY REVISION FILE 0009 DAL.E:. GLEN all' «. w •�pc.ID. .w. . .....,.- .-.r.1i._..t..:lr _�._... -. „ ,,„'.' r4 a".r-'ww^-.. - ^r►.�s»7 wAr�..,.••q.v.M.- �.., ,.• .�,t,. „ _... IFI 111 111 Ill .tll Rtl �j'� 11�1j1 111 Ij ijl 1�) (1 ( (I 'tlllt�llr�llfillllll IIII111I11111IjI11111I1111111I1,II1111111111111I11111111�111111I1i111�11IIlIlII1IIl111111111III1 � "".."- ,' �� _ . _. .• -. '. ,� �.: -. : -. _ t NOTE: IF THIS MICROFILMED i— I 2_ 3 _ 4 5 6 7 9 9 10 I I 12 I DRAWING IS LESS CLEAR THAN + !. THIS NOTIC i-IT IS DUE TO ' JHf QUALITY OF THE ORIGINAL "DRAWING. QE 6? 9Z LZ 62 SZ tiZ EZ ZZ 18 02 61 91 L1 91 SI bl EI ZI II 01 6 0 L 9 S -`r v E Z I°i°"" �ellllIIIl111111111111u�1I111111111U1I1I1�11Ii1u11�I1I1l111I111uluuluulmt�111111111N1111IN�IIII+HII11IuIlI�fIIIIIIlu111u111Htl1}if1l�Ii11111n11Iit1f/1t�tl►IItlu�tlltltnl�nttbltt�ultl�iyi�ltlllu111u111u11111Iluultw1H61111llu11�lutllllt�u�llullutlU�IlttN ,. JUNE 24 1992 INSTALL ro"x 6" TEE 6" GATE VALVE S. W DAKOTA AVI- . ss - - -.- - I EXIST 6" CI _ W ' —ST - -� I i SCALE 1"= 30' EXISTING FIRE HYDRANT TO BE MOVED BEHIND CURB LINE 0 4 s s 7 U s L Q) TO BE REPLACED BY BY OTHERS t — — 13�0�� • In LLJ co - 3 4 QI I A BLOCK I 3 BLOCK 2 a ' 0 0 3 U) 2 9 I M N I M X a N I a W J J H Z 2 i I 10 1112- PENT. NUT, OPEN LEFT. I I WATEROUS TYPE OR jet APPROVED EQUAL - YELLOW ,CAST IRON COVER WITH 'W� 18" CAST INTO SURFACE. FINISH GRADE INSTALL 6" �iAfE VALVE 6" X 4" REDUCER TIE _ TO EXISTING 4" Cl \ a 3/4"-0"C.R.BACKFLL---� \ /�/r•� THRUST BLOC(-5 CU.FT, v MIDI WITH 3 SQ.FT. MIN / CURB BEARING AREA AGAINST HAND TAMP, BACKFILL UNDISTURBED EARTH. AROUND TOP Z KEEP CONCRETE CLEAR , OF DRAIN OPENING 81 �, (n BOLTS ON HYDRANT ` X STAND PIPE FLANGE.--_�� 6"FLG. X M.J GATE VALVE, W i �'�BOX 8 EXTENSION M.J. X FLG. TE E DRAIN ahMA4N , CONCRETE THRUST BLOCK AGAINST UNDISTURBED EARTH,3SO BEET BEARING AREA. CONCRETE BLOCK-- o o \� o ° \ 2- 3A4"STEEL THRUST TIES IF UNABLE TO PLACE THRUST BLOCK AT HYDRANT FITTING. CLEAN DRA;N ROCK IN 2 FT X.2 FTX 2 FT 6" M.J.INLET CONN FIRE HYDRANT DR A N lD T, IL DRAtLWE Pfi TO EXTENT 6"ABOVE DRAIN PORTCOVERED WITH VISQLEEN OR TAR PAPER. N T S r DRAFT/ DESIGN DENNIS O I�! E E L 5 -_ -- __ ---- ---- -_ -- __.__ BENCHMARK! & ASSOCIATES Z DATE JUNE 19 7 9 CK'D W 10175 S.W. BAR BUR BLVD. S GLENWATER PL AN DATE RV15!ON 0009 '.8220 SW 108 TH AVE. SHERWOOO,OR. RH. 838 -7623 u PORTLAND , OREGON 97219 DALE ' 6 DALES GLEN 1.7 OF 18 _. • , _,...�..-.... y"'• ,�-y.+Mw+w.r..'�^�f-... ...»ne�".�ninM.«r.,w..,e.xsr•!M�!.-, ...__�. �.. -4.,�, ,w .n,,,.. .,., ♦ � .w � _� _,,... .� ,� �~ ` .-. .' T` � �.q' - ,. ,� - - ��•"'•' .___ ..2,.."'TyJc=t_'L'�ii_� _ �� . '-......:S.wswr+.+w..._...,... ....,.... .. .. ..._.._........�...- - e,�..» .. .. •--...-..._.,. _... .. ._ _ .. I t ( I r I I I � ( I .�1 �• 1'� I I �' I I ,[ ( I � f `Flt Illrllfl) �) 111 1111111 !1C � I (11 fl) 111 ( ( 111 111 111 I I IIIIF 1111 1 � 3 4 5 8 7 8 9 �0' II 12 NOTE: 1F THIS MICROFII_MEU - -- _ - DRAWING 15 LESS CLEAR THAN THIS NOTIGEj--IT IS DUE TO QUALITY OF THE ORIGINAL DRAWING. _ - - --- - -- '"000"w �^ OE 6L 8Z LZ 92 SZ tic EZ Z11Z IZ 0? 61 of LI 91 SI bl EI 21 11 01 6 9 L 9 IS-- b E Z 1"�•�*' ` ,t!111u1111111111111111111111111111111111141loop, �Iulu1111111u11FtttltF►tltlaltttFlNuI11uII1111uII1Ilu11uIIN11111�11nI11nI111H11n11I1tirit I1N111111rlttlfllrllit1111i1�►IItIIiltlllullli1111ti111 t111111111111111111n11111111u1U�JnullulJuul11111�11;1111111111111u1n11 JUNE 24 1992 Y, I PRECAST RING,TOP A LASE i 41.O,Imax.dspfh /, _j GRAY IRON CASTINGS SHALL ° 1 I FILL WITH RICH GROUT1 / 1 1 ' 1'-6"min. CONFORM TO A.S.T.M. A-48 I li ° I I Select Native Material; rise' 3"/foot KOR-n-SEAL or approved equo I4 Compacted,6"lifts I I 1 - r � � � v � �,• �, \ �, I 1 i PLAN , V PLAN of TOP Minimums" Tamped >`i�° d.�,w �.`wrl'�+. 'o Foundation Mat'I. \-'� �+. �►✓ 3/4" Pick Hole Finish Grade Undisturbed of Compacted material max. S PLAN HALLOW MANHOLE C SCALE: 1/2"x 1'-0" A --- I � 12" Pick Hole T- STANDARD FRAME CLEANOUT SUBURBAN FRAME —�-- FRAME AND COVER I I C _ _ 0 I f(PRECAST MANHOLE RINGS & ECCENTRIC CONF' PAY i Variable ✓ WIDTH i -- Depth ° FRAME AND COVER_ SCHEDULEIr , TYPE TDIMENSIONS IN INCHES WEIGHT IN Lb. i A B CD FRAME COVER ALL BACKFILL COMPACTED IN 6"LIFTS � - --4�� I.D. ( I I B STANDARD MANHOLE 23 +-- 31 �, 10 j 3 240 140 � -� MANHOLE FRAME AND ..OVERSUBURBAN MANHOLE 23 31 6 } 160 I4o I See JOINT DETAIL Below CLEANOUT - e- 1 14 1 6 SS 1!s 5 v (9"rtwn. Q 4. 4 rise:3"Roof - - r L 1> V .' C • 12 Q d Vat for screwdriver " POURED AGAINST UNDISTURBED OR COMPACTED MATERIAL 1 1�/2 — MATERIAL ASY o 1/2"- 13 N.C. SPECIFIED � 9 )� 13/16' .� STANDARD MANHOLE 5 —� 4 R a� - L SCALE: 1/2", 1'-0" p. . a LOCATING STUD PRECAST MATERIAL SHALL CONFORM TO A.S.T.M. C-478 - 2 �` PAY WIDTH - 2 IDTH - -- •--- -� T Crushe�' Rock to Surface 2V2 � `+ I In Public R.o w.s ,ems-�p� LOCKING ASSEMBLY V 'b•:e'•e o e ee G _ b .y�.� ,o PLAN AND SECTION I v4"O.D. Bross q •• o. e.. .� o °• _,R� o • '^'•;','e",; Wosher, 3/32" tnick j Water Settled^Granular�` atip, , e MANHOLE STEP4.8a a I T/16" Bedding Material °•.o .;`. �; �'. .1-;'• i CLASS we• c- _ �'- PIPE ZONE SCA LE:I"x1'-0" �/ ✓� ° b �: 1/2' I !`,Oe).;`. • a /rO �•U ,i� / __ \ , yy (� pj a:,7.;u f� .' '..D.`.+e,• 0 \\ -� \ f F4,X PE 6 X4 REDUCER 4"CLAYTON 6X4 REDUCER, F4 X PE /6 P:PE FL- FL 90 G- OIAB FL- FL 6 PIDE1 i/2!-13 NC x I I/4' n I kj � O , 6X4 --}+ E-L TEE FL - FLEE �_ - --- � - fL w 1—� .� : i qAP SCREW I 1 4" C I SLEEVE 4"G•V. FL-FL' —PAY WIDTH- — ---- �', ' 3 Rog d., Pont. Head, ' = Bronze or Cad. Plate M.J. �4 BLIND FLANGE 4 BLIND (FLANGE 12" TA,-IPE D 2" I.P T, LAPPED 2 I PT 2" COUPLING 2''TEE_ 2" TEE ;�, ,.ti.,', � , __' - '' P; �; 1 v4:+�. . •`'_ , , , t � .-_"—' 44JOINTED WITH RICH GROUT OR PREFORMED MASTIC TAMPERPROOFING • I . , V- \ 11/14 2" G 'V 2 CLAYTON *\1 2"G.V n I v2 for 2 GUAGES 90 G - OI A J 2 GUAGES A MANHOLE COVERS i min. 1 l� NOT TO SCA'-E NOTE ALL 2� FITTINGS I.PT. Mechanical Plug w/gasket 61- 21/ " ! /a -GUAGES TO BE ORIENTED TO BE READ FROM OPENING. /� it iI -INSIDE DIMENSIONS OF VAULT - 8'6 X 6'0 X 6 0 / �4" 1/8 Bend T F-RESSURE REDUCIrJG ASSEMBLY ( . Wye Branch CONCRETE ANCHOR MANHOLE JOINT DETAIL -- N TS � D PAS ! 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