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GENESIS NO. 1 SUBDIVISION i l / NORTHWEST NATUM4L GAS COMPANY TAX CODE. 10\ 24 d MAIN SKETCH 22 e 0 , a 6: O \ � ` , , W w 3 '' ' j to 0 52 / p �v g 21 TE Y OOTL INKS T / N • .� "ROM CLCOS AKEN 121 11� _% 30 i I \ 25 31 I l / O 29 , + X26 ` ♦ o ow �' A ♦ s0 \ •�(iC� d 20 `1 26 '� 2 - --- UNDERGROUND - PHONE PRESSURE RATING, & X-RAY �<\ '� , , �• 2 WATER T f tz C; 14 / / 10 % dol 27J SEWER �� 1 LEST PRESSURE I _PSIG Cc)/ i ^ ` *2q 1 u ' POWER /.- - , 4 C TEST DURATION O` ) 6 , ` 49 V' PHONE -+� r 1 !NEEDS TO BE X-RAYED % / \ 19 -� ; — , -DESIGN PRESSURE ._. 343 Pslc / / \ o C ' P /, �N Y fn M.A.O.F. -_—.PSIG ` ♦OQ I z < Z NORMAL UrPER. PRE". L _Q o G � uj � - - \� M• Aw/♦�� S ' � V I 3 ' , 0 W Z x 9 DATE /w.G •T /'Afjsf�.., `� �tia \0 �♦` BOO 21 it 48 = W > i ENGR. ND 3 G� 0 0 D D 0 o (w) 481 ' 5.14 1 +72 vp 1J •r,�N� moi. _ _38 40 RECON _ 17 \ 2 • — ' ' INSTALL MAIN FEET OF •- 1� FEET OF _ .. ` \ ^S , I1 �-- 47 r M. A@ANDON MAIN. J FEET OF FFET OF � 3 \ � 8 , r TYPE C DATINGS PIPE ~ JOINTS ' � � FITTINGS M13425 31 � 3+1o _i �- INyTALL SERVICE . FEET OF INSTALL '(�. ANODES: (w) I41 � _ 1 ' GG\c� OL rn 1 37 -- -- - 3'2° I 4 J � 6• RECON / l � e2 -,0 -4 INSTALLED MAIN FEET OF FEET OF 1 32 — _ v 1 1 46 ABANDONED MAIN FEET OF FEET OF " 2•iW� / _` I 2, l a TYPE COATINGS. PIPE - JOINTS _- _- FITTINGS _ W 80N0 \ / �� 7 I , 42 / ,, �� ! - ¢ INSTALLED SERVICE _ FEET OF INSTALLED . ANODES 3 / \ , ♦ I / / \#� • n DATE COMPLETED �SIGNED - --__- _ �. - NJ , � � 1" PL (WRITE ADDITIONAL INFORMATfON ON SKETCH) CREW I EAt�ER 01 3493 _ b ! AS 43 MEASURED DATE-_ SCALE . _._.._- -I 6 STAKED DATE f-.t j 1 2 4 S I I ! SED. NO. _ i34 43 44 RECON — - — — "" — -- L I .— .- _. — — — ^. — DRAWN'.", I � , DATE _ •„ f PLATTED ' .. D DATE SIGNED 3i "\ Ir �j ` w 3t 00 6- 1 1 1 1 - 63 I / / 1 _. CH�r;KEE' DAZE Zo •-- —r • 9 EXODUS �� - -_ -_w PLAT- �� N 013533 I -� ltd - *APP u OV E D ~ DATE � WALLMAP qr • � `I � f � `�"� -� . ...` l' it 1 S' �r.•�•+�1 MAIN WORK ORDER NO.( ,jI � .. SERVICE WORK ORDER NO. _ far 1 357 S a�� e �__,1 ��• ` ` /' `. /°<:' yIs r ~ YADD(.ESS '�c e 1 Q• 3 N BE TTN E E N,= 6 �, 1 Y �1_ �J �r rz 21�) COUNTY _ - CITY . i / _- S.W. A RHaVE�1 2 cam' FAV — ' PLAT NO. SECTION TC/MMNSHIP RANGE " -. 'r .. - ._ - ILII.! 'IRA • 1 ,. .+r ��,�, �.�_ ,. _. ._. ,... _ F:.. ... .yam.�l .:*vo.. .'11M�^:r.pwH`�.'r_'arrv"...w.:.`_'e"'kyMAl►,_.._... Jp,.y+,.:n'�'4. .�!:n;�.r.. , «_.. - •..-. - .._._._.... .. �. ' .J. .,,,.,I,r. , •*' r .''' -r ` "r. ._:,•sr—qr^' �.i.:.�w..--•.-'ww4w+�f •'JAY.f-- ''�•=-.-� .�iCM",,�'"'.,: • _ — �` po'�+ I' NOTE : I TH LS MICROFILMED �"=--� -i L 3 _ 4 = 5 -6 -- - 7 8 9 0 0 I I I Gam► DRAWING IS LESS CLEAR THAN THIS NOTIC& "ZT IS DUE-- TO .1* -QUALITY OF THE ORIGINAL DRAWING. 0E 62 92 LZ 92 SZ fZ ca ZZ I Z 0 61 61 L 1 91 S I b I E I Z I 11 01 6 9 L 9 9 b E Z 1 �� Ad �_t� f 1_ I I- �--�' OuillIII 11111111111111111iilr}y�1��11111��j�I�t11�IttlltN tlr��ualuw�i�ali�t �111til�imiltfillIIIIIIII+II1111IN�tlt�t1��'/tIlIIllrltfft�lfliltltt�llNtttfli�Illfltifl��l�ti4� �iIIIIIIIIII III 1111HI1111�1 l�lt��!ltljim Am. JULY 2 1992 I I I III...r.�o,•�aratrrrna•, I - 1 i" .mac, ► ,� �• I sc \ 1. LQ d , 4. • �'1 .,,I"'" .':G, 74�s..�. ',� lM..�r,;y,� A:i.ii�r.•i..��'^!�'+ AN ' f /� 7-'1 p� C. fes, 1 �J4M' I TU-M."c4. % 4�'r' '•..ICw+ . 1....�,,` c-4w--T*, *A - w�..i�j'1a.. Im LIS Mir- odt . 0 . 14 �'lei -�, •� 'A } � -' '` -c,3� �.•''� �' /�'� '� � ,� .1...,.1..1... �.w�rlw '� �_ �>,�. ��:�`•'•-+� �,,. �. +"'�,��,,,,�- I,t U. "Ap` I�" C 1`- ..�I.i 4.t+t1.t^lti.. 1��W..►X 1% cM. I r- ,P��'�.C �i k ms........ ....I�""'•��' �� • �'1 -_ —C: R,— '. �:�i�.. "',:apt.IR fn.... .�3Cs ,. ++►xr �I��i1.t .. IriOrtutr„,t.a...tsls wr . 01 >—'--• /" V. .Q4 11r,A .7N.T 1 ��?' ' .ie' `«s • Z.�`�'S" ir.'�..i� a :.T ' .+ �''i.-` r ..._�_—......_r.-.--_. � , � iZ �• ' _'t C.ri...6:.1".} "+.i•L�:r",��!' 1 f'-+. + ?�r1� \ �.»'�.�i'A�"..i� f•.,..•f•.c.' �.:•....�.'�'. ` i Am pI I/I `J1 oku,- c v1w.&r., w'�rr�lr� PORTLAND GENERAL ELECTRIC COMPANY WESTERN DIVISION PH. 643-5454 14655 S.W OLD SCHOLL.S FERRY RD BEAVERTON 97005 DR DATE 1ITLE JOB - FUNCTION 81 TRACT BYNO - (5EI'dH s j r_JNK DATE CIRCUIT (...►� i. 1 B Y i �► T - _�_ " �.�dl ..u. . _� � Az _.AW& ,--.. s ., ..� _ _-____ _ .._�_�.�.: C L L'" R � V PATE APPROVAL SHEET OF. BY.win �.'• I .... ... .._. - • '" �� '1W"7-"' i t, -,� •I Jr .. •..e T"„ .e'I' F"' lilvI �� " IS M ICROF I I.ME.) 4 _ rJ 6 7 8 g r r 12 NOTE : I F Tr•� r ..�..,�._._., _ Iy.11r,�MMIY�II�� y DRAWING IS LESS CLEAR THAN THIS NOT ICE;; IT IS DUE TO ,,,,•�"`' HF (QUALITY OF THE ORIGINAL URAWINU. I .�- eE sz L z 9? sz az E� _ zz �� a si � r tr� sr �r �o f z i o til s e q s r► a r . flt�ro�iorolt��Itrt�I��tllrr��r►r . ,. .....r.�q r. '.n:.lh,i_AI,'F.►{IYanww+Wr4A � ...___.._.. TTTT V 5 '1 n Rig maa m (O,T T I G A R D C I T Y C 0 U N C I L REGULAR MEETING MINUTES AUGUST 23, 1982 — 7:30 P.M. 1 . ROLL CALL: 1'resent: Mayor Wilbur Bishop; Councilors Tom Brian, John Cook, Kenneth Scheckla (arriving at 7:35 P.M.) ; Director of Public Works, Frank Currie; Finance Director/City Recorder, Doris Hartig; City Administrator, Bob Jean; Planning Director, William Monahan; Legal Counsel, Tim Ramis; Office Manager, Loreen Wilson. 2. CALL TO STAFF, COUNCIL, AND AUDIENCE FOR NON—AGENDA ITEMS UNDER UNDER OPEN AGENDA. (a) City Administrator requested the following items be placed on the Open Agenda. .1 Resolution For Count: Road Ar_quisitioa ..2 Refund Request .3 Spe-,ial Meeting Request for August 30, 1982 CUUNCILOK SCHECKLA ARRIVED: 7:35 P.M. (b) Mr. Aldie Howard requested an opportunity to speak with Council under open agenda. Mayor Bishop stated this would .4 on the open agenda section. 3. APPROVE MINUTES — July 26, 1982 and August 2, 1982 (a) Motion by Councilor Brian, seconded by Councilor Cook to approve. Approved by unanimous vote of Council present. 4. APPROVE EXPENDITURES AND INVESTMENTS: $638,853.1U (a) Motion by Councilor Brian, seconded by Councilor Cook to approve. Approved by unanimous vote of Council present. RI-A -AVE AND FILE FALL STREET IMPROVEMENTS REPORT (.►) Motion by Councilor Brian, secondeu by Councilor Cook to receive and file. Approved by unanimous vote of Council present. h. RESOLUTION NO. 82-94 RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE FINAL PUBLIC IMPROVEMEwrs CONSTRUCTED WITHIN GENESIS I SUBDIVISION. (i) Motion by Councilor Brian, seconded by Councilor Cook to approve. Approved by unanimous vote of Council present. r w CITY OF TIGARD, OREGON RESOLUTION NO. 82-94/ RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE FINAL PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN GENESIS I SUBDIVISION. WHEREAS, the City of Tigard Subdivision Ordinance requires installation of streets, sidewalks, streetlights, storm sewers, curbs, sanitary sewers, under- ground utilities and other public facilities for the development of subdivisions; and WHERLi%:',, the City further required the payment of fees and execution of a Compliance Agreement, which stipulated that: "Upon receipt of certification by the Department. of .Public Works that all requirements have been met and a One-Year Maintenance Bond, the City Council agrees to accept the public improvements subject to the requirement for correction of deficiencies and rriaint:enance for a period of one year"... and WHEREAS, the City Council received conditional certification from the Department of Public Works and the maintenance guarantee; and WHEREAS, the City Council accepted said improvements, subject to correction of specified deficiencies during the maintenance period, via Council Resolution No. 79-94; and WHEREAS, the Department of Public Works has now certified that ,ocified deficiencies have been corrected, and all public improvements therei_rregard said subdivision are complete; and WHEREAS, the required one-year maintenance period has passed; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregor;, hereby accepts all public improvements constructed within GENESIS I SUBDIVISION, recorded in Book 42 on Page 31 in Washington County, Oregon, Plat Records; AND FURTHER, hereby authorizes release of the maintenance guarantee bond. PASSED: This -4,5 _ day of Mayor - City if. Tigard ATTEST: City Recorder - City/,16f- iqard CITYOF TIGARD WASHINGTON COUNTY,OREGON Octobc-r 9, 1981 Gordon Kutsch 1113 South Hill — Suite K Albany, OR 97321 Re: Genesis I Dear Sirs: In reviewing our files, we find that the maintenance period on the above referenced project should have ended on October 8, 1981, but we find that all the work has not been completed as yet. Please complete these items as soon as possible so we can close out this project and .,ot have to file on your riain'.enance bond. If you have any questions please contact this office. Yours truly, R. L. Thompson Engineering Tech. II RLT:pjr - -- 12420:'.W. MAIN P.O. BOX 23397 TI GARD, OREGON 97223 PH: 639-4171 — �� tm a ncaao 0 fly V 0 ENGINEERING �- INC ,1UN i 2 1�R1 CIVIL,IL.STRUCTURAL,SURVEYING,CONSTR;JCTION MANAGEMENT June 10, 1981 City of Tigard Post Office Box 23557 12420 Southwest Main Tigard, Oregon 97223 RE: Genesis I Attention: Mr. Frank Curry and Mr. Bob Thompson Gentlemen : I contacted Gus Beuker to jbtain an explanation of a Type 1 Slu,ry and he mailed a copy of the International Slurry Seal Association Guide Spec. A-105 dated June 1975 (copy attached) . We presume that this is what the city wants. Porter Yett Company will perform all work requested by the city in its letter to Devro dated May 18, ;981 . Porter Yett hopes to be able to complete this work before the e-id of June, weather permitting. The city will he given 48 hours minimum notice before the commencement of wur'N. Sincerely, e /oie, Roland P. La P.E. CC: Porter Yett Cnmpany CC: Kutsch EnterprisEs, Inc. PO BOX 1 21 1.339OU EASTGATE CIRCLE.CORVALLIS,OR 97330 15031 757.8991 ��0� "'ol °"ALINT°'ERr�IATIONAL F J. �LURR1� EEAL AS$ Na GUIDE SPECIFICAIIONS A-105Ilk DATE: JUNE 1975 DRAWER "Fit Replaces Associntions Specifications ` �T. LOUIS, (BRIDGETON) MO 53044 A-101, A 102, A-103 and A-lU4 1. SCOPE 314-739-1237 4, MATERIALS ,.ne work covered by this specification consists of fu-nishing all A. Asphalt Emulsion. The em-,Isifled asphalt shall conform to the req-re- plant, labor, equipment, and -natcriols in performing all operations meet of Specification, neceaory in connection with the upplication of on emulsified asphalt for type emulsion. slurry seal surface upon the designated surface, in complete and strict occerdance with the specificotion. !. Aggregate, The mineral aggregate shall consist of natural or 2. APPLICAKE SPECIFICATIOt:S manufactured sand, slog, crusher fines, and others, or a com- binotion thereof. Smooth-textured sand of less than 1.25 percent The following specifications on6 methods form a part of this spec- water absorption shall not exceed 50 percent of the total com Ccot,on (alternates ore listed for most specifications and methods; bined aggregate. The aggregate sholl be clean and free from one should be selected which i; most applicable) vegetable matter and other deleterious substonccs. When tested by AASHTO T176 or ASTM D2419, the aggregate blend shol' AASHTO - American Association of State Highway Testing_ Officials have a sand equivalent of not less than _______- (minimum 4� recommended). When tested according to -_-___ ...(AASHTO ASTA1—American Societv For Testing and Materials T104 or ASTM C88) the aggregate shall show a loss of not ISSA—International Slurry Seal Association more than _ __-___ (e g 10%, 15%), When tested according to --_ _.._ (AWHTO T-96 or ASTM C 1 31) the aggregate shall AGGREGATE AND MINERAL TILLER show o loss of not more than ______._ (e.g, 30'46, 35 t,6 I. Mineral fillers such as portlond cement, limestone dust, fly ash, Alternate 1 Alternate 2 and others shall be considered as port of the blended aggregate AASHTO T2 ASTM D75 Sr n; ng Stone, St g, Gravel, and shall be used in minimum required amounts They shall Sand and Stone BI ck for userv'''t the gradation requirements of ASTM D242. Mineral fillers as H;hway Moteriuls ii only be used if needed to improve the workability of the AASHTO T27 ASTM C386 Sieve Analysis of Fine or Coarse miR )r gradation of the aggregate. Aggregate The combined mineral aggregate shall conform to the following AASPTO T11 ASTM C)17 Amount o-1 Material Finer tion grudot,on when tested by the previously mentioned test (select one; No 200 Sieve in Aggregate AASHTO T176 ASTM D2419 Plastic Fines in Groded Aggrrt- Type I Type II Type III gote and ',oils by use of the Sand Equ w olent Test Sieve Size Percent Percent Percent AASHTO T84 ASTM C128 Specific Grovity and Absorp• Passing Passing Posting tion of Fine Aggregate 100 100 100 AASH TOTI9 ASTM C29 Unit Weigtt of Aggregate No 4 100 90.100 70.90 AASHT019(i ASTM C131 Abrasion o' Coarse Aggregate No 8 90.100 65.90 45.70 by use of 'he Los Angeles No. 16 65-90 45.70 28.50 Machine No 30 4060 30.50 19.34 AASIATO T127 ASTM C183 Sampling Hydraulic Cemer,t No 50 25-42 18.30 12.25 AASHTO T31 ASTM D546 Sieve Anolys s of Mireral F Ile, No 100 15.30 1x•18 No 200 105-1 20 5-1 '� -, 15 ASTM D242 Mineral Filler for Bit,,minous Paving MIXWret Theoretical Asphalt EMULSIFIED ASPHALT Content AASHTO T40 ASTM 0140 Somplir St-.:minous Materials ggOC g Aggregate ate 10•16 7.5.13.5 6.5.12 AASHTO T59 ASTM, D244 Testing Emulsified Asphalt AASHTO M140 ASTM D977 Specifications for Anionic Emul• Type 1. this aggregate blera is used to seal cracks, fill voids, and s idd Asphalt correct moderate surface canditions. An approximate application AASHTO M208 ASTM D2397 S ecif,cations for Cationic rate of 6 to 10 pounds per square yard based on dry aggregate p weight Is used when standard aggregates are utilized. The ripeness Emulsified Asphalt of this design provides It Ovlth maximum crack penetrating proper- Emulsion ties. A typical example of this type of slurry surface woule be on afrllelds or other areas where only protection from the elements MarlUf gClUrt1 SpeCifKottOnS for "QILCk-het" Is desired. If type 1 grad,tion Is used for streets, It Is recommended Emulsified Asphalts for Slurry that maximum poundage t,e used. Seals AASHTO T164 ASTM D2172 Situme s Content of Paving Type II. This aggrea.le bleed is used when it is loured to fill Mixture by Centrifuge tartare voids correct severe surlece cend,hons and provide Taal. AASHTO T30 Mechanical Analysis of Extroc- inq and a m,nim•.m wearing surface An arproximale application ted Aggregate raft, of 10 to 15 pounds per square yard based on dry aggregate ISSA T100 Measurement of Went of Slurry r.o'91,f is used when standard Aggregates art, utilised A fvpical Seal Mixtures by Wet Track @temple of this type of slurry surface would 66 on pavamenfs with Abrasion medium fexfured surfaces which would require this site of aggre- gofe 1, fill in the crack and provide a minimum wearing surface. ]. DESCRIPTION Ari example would be placing a general slurry on fletible bale. sfs6d,red base, or soil cement as a soslor prior to final The slurry seal surface :s toll corsist of o mixtureparir 9 of emulsified os- phalt, minetnl aggregate, and water; properly preportroned, mixed, Type III. The aggregate blend is used to give crown correction and sprecd evenly on the surface as specified herein and Lis d r- and is moderate wearing surface. It is applied of a rate of IS erted by the Engineer (or Contracting Officers The cured slurry poundt per square yard, or more, baud on dry aggregate weight sholl hove a homogenous appearance, fill all cracks, adhere firmly for no,mal aggregate A typical examp a of this type of slurry s.j the surfoce and have skid resistant torture. surfers is I's first and;or second course of a ewe-course slurry wool FAiiiiiiiiiii�xwoff i treatment or (lexib!. base, sfabdizod base, toil cement. Another w'-ere considerable era are present it the pavement surface, The example of this type of slurry s.ria,-b would be on pavements Engineer (or Contracting Officer) Shah give final approval of the which have highly textured surfaces and require this "s of •g- surface. gregAfe }o fill ;n the voids and provide a moderate wearing sur/ace. C. If the slurry ;s being placed over • brick or concrete surface, an Water. All water used with the curry mixture shall be potable highly absorbent asphalt surface, or over a surface where the and free from harmful Soluble salts aggregate has become exposed and is polished and slick, a I part .laboratory T:siinr,. Sources of all materials shall be selected prior to ;emulsin ) part water, tack coat of the same asphalt emulsion the time the materials am ;squired for use In the work. All samples shall Pe and grade es specified for the slurry is recommended. This be taken accurdinp to procedures previously mentioned. All materials shall can be applied with an Asphalt di%}ribufor or suitable water }ruck. be Protested in a qualifistt laboratory as to their suitability for use In The normal Appllcatian rate it 0.05 to 0.10 gallons of the diluted slurry. The theoretical arphelf content shall be determined. The laborato emulsion per square yard of surface. The Engineer (or Contracting shall also determine if a mineral filler is required, and if se, hew mu h Officer) should give final approval. should be used. Teel samples shall be made and tested ecr a Wet Trask Abrasion Ma,hine. 7. COMPOSITION AND RATE OF APPLICATION OF THE SLURRY MIX The amount of asphalt emulsion to be blended with the aggregate shall A complete laboratory analysis and 1e11 "port uccempa Tied by abraded be that as determined by Ihs laboratory report after final adjustment and aunebraded Job slurry lest samples shall be submitted by the contractor in the field. A minimum amounf of wafer shall be added at necessary before the job stork. (The ISSA can furnish a fill of qualified testing to obtain a fluid and homogeneous mixture. The rate of application laboratories.) shall be (a minimum of _ pounds of dry aggregate per square E. Stockpiling of Aggregate. Precaut;ons shall be taken to insure yard; At least (bs,isy but not greater than _ fhAt ttockp;lrt do not become contaminated with al" ;led rack, The Engineer (or ConlrActing Officer) shall give final approval to th)e clay, silt, or excessive dmounfs of moisture. The stockpile thall be design and rate of application used. krpf ;n areas fhat drain readily. Segregation of the aggregate .;If I. WEATHER LIMITATIONS not be permiffed. F. Storage. The Contractor shell provide suitable storage facilities The slurry oral surface shell not be applied it either the pevenenl for the asphAlf emulsion. The container shall be equipped to re- or air temperature is 55" F cr below and falling, but may be applied vent wafer from enfering the emulsion. Suitable prof shall be pro, when both the air and pavement temperature it 45° For above and vided ;f necessary }o prevent (reeling, P icing. The mixture should not 6e applied if high relaf;ve hr above pea, G. Sampling. Samples r,f meferlals end of the finished slurry surface longs the curing beyond a reasonable time, shall be furnished by the Contractor as directed by the Engineer 9, TRAFFIC CONTROL (or ContrActiing Officer) during progress of the work. Test re. SOmille methods such as barr;cAdes, flagmen, pilot cars, efc., shall be POO' mAy be requr%fed from the Contractor at additional mAfer;als used fo protect the uncured slurry surface from all types of fraffic. ArriveAny damage to the uncured slurry will be the respons;6ility of the Con• 5. EQUIPMENT tractor. The Engineer (or Contracting Officer) shall give final ap. All equ;pmenf, fools, And machines used in the performance o/ this arrival As to the m@fhod used. If ramage occurs what@ suitable means -ark Shall be mA,nlained in %ef'slAcfory working order At all times have been made to protect the uncured slurry, violators will be prose- Descriptive information on the flurry mixing end applying equipment cited and the Contractor will be reimbursed for fhe amount of the 4o be used shall be Submiff@d for approval not less fhan damages before }he work steels. ------- days 10. APPLICATION OF THE SLURRY SURFACES A. Slurry Mixing Equpment. The flurry mixing machine shall be A A. General. The surface may be prewetted by fo ahead of the con};nuov% flow mixing unit and be cApable of delivering accurately slurry box if required by local conditions. Watt used tin prewe"ng the a Predrfermrned proportion of Aggregate, water and asphalt emul- surfuce shall be applied at such a rate that the enure surface is damp con to the m'xing chamber and to discharge the thoroughly mixed t"r''h no apparent flowing water in front of the slurry box. The slurry product on A continuous basis. TheeggredAt: shall be prewetted mixture shall be of the desired consistency rface immediAlely prior to mixing with the emulsion. The mixing unit of and no additional elements shall be add dh Total ptime of osited rmixingthe u%hall Ike mixing chambrr shall be capable of thoroughly blending all net exceed four Minutes A sufficient amount of slurry shall be tamed in ingredients logefher. No violent miring shall be perm;Hed. all Dart► of the spreader at oil times so that complete coverage ,s The mix;ng machine shall be equipped w;fk an Approved fines feed obtained No lumping, balling or unmixed aggregate er thAf provides An accurate metering device ar method fo inl,o. No srgregohon of the emulsion and aggregate fnefh}romall elhercoor e dace A predetermined Proporlion of mineral filler ;nfo the mixer aggregate will be permuted. If the coarse aggregate tenles to the at the tame time AMC! IocAficn that the aggregate is fed The fines bottom of the mix, the slurry will be removed from the pavement. No feeder %hAll be used whenever added mineral filler ;s a par} of excessive breaking of the emulsion will be allowed in the spreader box Ike Aggregate blend No streaks such as touted by oversized aggregate will be left in the The rn—r-g mach-ase shall he equ-pped with o water pressure system fin shed pavement, and fog type spray bar adequate for complete fogging the surface R. Joints. No prered,ng spreading equipment excessive build-up nor uighHy appearance (hall be Permuted on long;fudnal nr transverse joints. C. Hand Werk. Approved squeegees shall 69 used to spread slurry ;n non-accesseble areas to the slurry eniver. Care shell be erer- A. Slurry Spreading Equipment. Attached to the mixer machine cited ;n leaving no unsightly appporrnce from hand work. D. Curing. Treated areas wall be allowed to cure unfil such Hme a% shall l-r A mec6Anical type squergrp distributor equipped w;th the Engineer (or Confracting Officer) permits their op@n;ng to fierible mAfrrial ;n conlAct with the surface to prevtnf lost of traffic, flurry from thea distributor II shell be me lots of slurry on veryinq grades and crown by adjustments to •%sure in}aihed to At to prevent Polling it normally not required on slurry surfaces. However, in areas of uniform tpreAd There ShAll be a ifeer;ng device and A fle■iblr slow turning traffic, e g, airfields, rhe paved suface should be rolled by sfr;ke•off. The spreader box shall have an adjustable width. The box a 5 ton roller. The paved oreo should he subjected to a minimum of five shall be kept clean, and build uo of asphalt and aggrsgaf@ on fhe coverages. If a pneumatic roller is used it should be operated at a tire box Shall not be permiffed The use of burlap drags or o'her drags Pressure of 50 pounds per square inch shAll be Approved by the Engineer. 11. MEASUREMENT AND PAYMENT Alternate specifications Are hifed; select one applicable to your C. Cleaning Equipment. Power brooms,•power blowers, air tom- operation. preStort, -Ater flush;nq equipment, and hand brooms ohell be tuif. ably for cleAn;ng the surface and cracks of the old surface, ALTERNATE NO. I The slurry teal surface %hell be measured and paid for by the weigh} D. Auxiliary Equipment. HAnd squeegeet. shovels, andofhrr equip. of aggregate and volume of asphalt emulsion used on the work earn.mint shall be Provided As necetse ry to perform werL plotted and accepted as dot; nalpd b the Engineer 9 Y e far Contracting 6. PREPARATION OF SURFACE Officer). Immediately prior to applying the slurry, the surface shall be cleaned ALTERNATE NO. 2 of all loose mefer;Al, S;If SPots, vegetAl on, and other objectionable The slurry spit' surface shall be measured and Paid for by the square material Any standard cleaning method used to clean pavement% will yard% of work completed and accepted as dotignated by the Eng;neor be acceptable, except water flushing will not be permitted in •roe% (or Contrasting 011icsr). ISSA specifications are written as a guide am: should be used of such. The specifications should be tailored to fit the Customer and Jeb requirements. The specification is written for the contractor to do the complete job. If the customer should de anY of the work mse Nerved here;", the specification should be changed occerdingly. ';ay is, 1981 n1:VC0 t~t!GINF:FRII-G INC. ro Rnx 1211 33900 Z.as ,. ate Circle Corvallis, Orepon 97330 Attn: Roland Lavoie RFs Genpsis T !;ear Mr. Lavoie: ;w1=te3r our moctinc, teay 15, 1981, 1 talked to —r. Guns t+euker and to ii r. Prank Currie aut they agreed that the asphalt alone*, the curb line needed to be remmed. They anrtted that the asphalt can 'le repliced with the scsr.ry aeal at the time t1he street is heir? curried, bistead of usins hot rirMli alt, as earlier requested. Alen, the :siren liere the roller hiss still need to be repaired along-, with the wrens in front of the driveway aprons before the hurry neral coat can lie talmlied. Toth of them :still feel that all of the streets should have n Noe 1 surr-7 seal coat,or sir.dlar cont, applie,t to protect them from further damage of ravelin!7 or water �,ettinsti into the rracks. Yours truly, L. Thompson Piihl!c Works Inspector cc: Steve Yeett �:LT:pjr i '"ay t�, 1981 DISCO ETIVIEIRIP!G INC, P.O. Box 1211 33900 1?sstgate Circle Corvallis, OR 97330 ,1ttn: `?olan:l Lavoie :e: Oene "is I Dear ►tr. Lavoie: Fran]: Currie, Claire Mead and myself n,et with 'Ir. (:uss fleulter from the Asphalt Institute, on !4ay 4, 1981, and we walled through Genesis l with the objective in mind of obtaining a disinterested third party opinion re— slArding problems the City would experience, as R result of a^cept-snr roadways R therein, as they now exist. It became apparent that several problems would arise, unless the following. is attended to: �j 1. !Hong., the ci_ort line all foreign material must he removed sn'l re— sealed with a hot -nix apnhaltic concrete. 2. All cracked and unrrllei pavement must he rnmoved anal nll holes raist be repair,-H. 3. Then a r3gitive s Wrry !veal., Typo I, 7assin^ a 3/1 ecrean he placed over all streets. Therefore, please he advised that the afortnentioned renai_rs .:ust be acetomnlished rrior to our brint, willing to recommend to our Cnuncil that the laity aasume responsibility for said project roadway. Feather, to pore clearly Islineate noted problems, we will mark all areas wt,ere defective anphalt mAterinl need tn he repaired. Yrnirs truly, R. L. Thompson fhtblic Works Insnector "LT:pir cc: putsch r.nterprises, Inc 0 V 0 ENGINEERING INC CII VIL.!3TRUc rURAL-,SURVEYING,CONSTRUCTION MANAGEMENT April 28, 1981 RtCE/Vie OR 31) l X 81 City of ligard Ory or j/G Public Works Director ,q1 P. 0. Box 23397 Tigard, Oregon 97223 Re: Genesis No. 1 Enclosures : A) Devco Letter to Porter Yett Co. dated 11/2.6/79 B) Original asphalttruck tickets pulled by Devco from drivers at site on 10/16/79 C) Proposed Gutter Seal Procedure Dear Frank: Enclosur(�.,, (A) and (B) document the over thickness of the leveling course on Genesis No. 1 . Enclosure (C) is our proposed gutter joint sealing procedure. We ask that you r•�view this and return itapproved or approved as noted. The driveway serving the residence at 11385 Nova Court will have the missing asphalt at the driveway depression replaced by the same crew that checks and reseals the curb gutter joint. Veryap( rul . yc�rs, �c ; Roland � P. Lavoie, P.E. cc: Kutsch Enterprises (w/enclosures) F 0 BOX 1211.33900 EASTGATE CIRCLE.CORVAL,LIS,OR 97330 (5031757-8991 .... .,.t'. 'gym':'..:nri .-`_.1•', p.,:u._. ,,..,,....+'u:.,..'1-.liiY4WtitiV.b.;iw1_'4iYWp',Y.ibY4YkI.w4-aWwJ.MY-►YMY•"u__...�f +lY MYi1i ,•..•••:•-.... kW� ... ... ... �• .. w..w�Mwri.N4w1Yk W Il. • r. GUTTER SEAL PROCEDURE SCOPE: Check all Street curb gutter joint within Genesis No. 1 (2970 l .f.+) and seal where necessary with hot emulsified asphalt, type RS-1 or CRS-1. STEPS: 1 . Do not perform work when the weather forecast threatens rain or temperatures less than 500F. 2. Vigorously scrape and gouge thr joint between the curb and asphaltic concrete with a pointed steel tool , i .e. tire iron, large screw driver etc. Wire brushing is not sufficient. Friable (loosely bonded) asphaltic concrete if found is to he dug out. 3. All gutter joint is to be blown clean with compressed air. 4. lot asphalt emulsion, type RS-1 or CRS-1 , is to be poured into all ,joints which are not watertight and/or which abrade when vigourously scraped. Application of the hot asphalt emulsion is to be carefully directed and should nut mar the face of the curb. 5. All work to be inspected by DEVCO Engineering. V Phi ne 757-8991 I-IF C � 3333K,') Eastgate Circle v- Flo. F30x 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRU,.;TURAI_, LAND SURVEYING November 26 , 1919 Porter W. Yett Company 6500 NE Ainsworth Street Portland, Oregon 97218 Attention: Mr. Steve Yett PP: Genesis No. 1 Street Overlay Porter W. Yett Invoice No. 01600 Dear �Ir. Yett: Regarding your invoice no. 01600 dated October 31 , 1979 to Kutsch Enterprises , Inc. for one inch overlay of streets in Genesis No, 1 , ligard, Oregon; we will authorize the following payment which does not agree with your invoice: 290 tons Class "C" Asphaltic concrete @ $26.00 $7540.00 Clean Streets 775.46 total Payment $8315.46 We have the following explanatory corrinents : 1 ) Intal tonnage layed was 322 tons (tickets pulled at site 10/16!79) 42 tons (tickets not pulled at site - truck loads 4, 16 A 24, 10/16,179) 10 tons (est. of asphalt required on T?T L6n9 10/17/79 to complete Gene,-is No. 1 ) The enrlineer's estimate for this overlav is 223 tons. Tnnnaorr actually placed is 68 per cent cheater! 2) During paving the engineer pointed out to the Porter Yett foreman that curb exposures were too short and that the asphalt. wa, generally b-ing lairs too heavy . 3) Porter Yett's decision, as Ptplained in the note with the invoice, to "feather the asphalt: so as to look better and give a smoother riding surface for vehicles" was not discussed in advance with nor authorized by our engineer who was available at the site. Nor can the quantity of the overrun he explained by "feathering". Porter W. Yett°'Co. Attention: Mr. Steve Yett Re: Genesis No. 1 Street Overlay November 26, 1979 Page Two 4) Though help was available at the site in the person of the engineer, Porter Yett, on its own decided to layer greater tonnage. 5) In this instance, we will authorize for payment up to 30 per cent over the engineers tonnage estimate, but absolutely no greater without substantial justification. We believe the 30 per cent is generous given the facts available to us. 6) It was our understanding that the tack coat was included in the unit price per ton of asphalt layed. We confirmed this with Mr. Dean Cavilee of Montag & Associates on September 26, 1979. The $466.50 shown on invoice 1600 for tack coat is therefore deleted. We recognize the service you provided when you paved Genesis No. 3 as well as Genesis No. 1 ove-lav on short notir:e. And we appreciate the opportunities for communication breakdowns when worts: is necessarily expedited, however, we do not believe there was any misunderstanding about the fact that a one inch overlay was being contracted. We do not intend to he difficult or harsh. If you can help us to better understand why the magnitude of the overrun was so great, we would be pleased to review this further. Meanwhile we haws forwarded to the owner our authorization for payment in the amount of $8315.46. Verytrly your , t, Roland P. 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K I 7 ti c • T. v zi 0 f 1 Q .�L M O CIO 1 �' N \ LU a z a oZAb ' � I N ` Lu Y I ti ac t o G c O OG aO �• x N' V 10: ' eke o U c 1 C ' l � Z � N � E � � Q � � � f cY � V o 1- < 3' 1► a �. n 0 7- �"1 r M1I CL U O f4 rt Ckl AJ zI N r 1 ae a- L11 ' U _a OCK CL y j / e I • Q. Q 0 a ►-- W O o Z i� y n b in W zde GLV c CD o d a o U) z N o N 1 ' N ` fj �' [Y �:� � I 1 I �\ • w • `� u O r U o a , V) �- j Q ? , .r Q Z In V c a LCL ►- W I C LLO Z � R V C V I [ C v1 N �j •.. '• — a 0 w CL u C OC W _ v 0 b p w■ � i' gloom T t' U W LIJ '3•i fix , ' � ;1 !7, wj v7. �+ Ui C) �t 14AR 2 7 l ei ENGINEERING [) !NC CIVIL.STRUCTURAL.SURVFYING,CONSTRUCTION MANAGEMENT March 23, 1981 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attention: Mr. Bob Thompson Re: Genesis No. 1 Dear Mr. Thompson: Confirming our meeting of March 20, 1981 at Genesis attended by Mr. Gordon Kutsch, Mr. Neal Peterson, myself and you, it is the judgement of DEVCO Engineering that all asphaltic concrete streets within Genesis No. 1 are structurally sound and perfectly capable of serving out their design life. The surface near which concerned the City .)f Tigard appears to us to he very minor and not a problem. At this same meeting Mr . Kutsch agreed to asphaltic concrete patch that six inch + wide ribbon of missing surface course at the lip of the driveway curb depression serving the residence at 11385 Nova Court. This patch would be performed at the same time as Genesis No. 2 received its one inch asphaltic concrete overlay. Thank you for meeting with us . Very truly yours, Ro 1 a rid P. La'vo i e�, cc: G. Kutsch PO BOX 121 1.33900 EASTGA.TE CIRCLE,CORVALLIS,OR 97330 1503)757 8991 i Aueust 25, 1950 Kutsch Enterprises, Inc. 33900 hastfate Circle P.O. Box 121 ! Corvallis, Oregon 97330 Re: Gc ncsj.s PI Dear Sire: An inspection was conducted of the proposed public improvements in said qubdivision for the purpose of determining readiness for City Council final aceeptaiice action; its maintenance period ends October 8, 191110. The followin listing, as a result of said inspection, summarizes items which rernain to be completed and/or corrected, in accord with the project agreement prior to such action: 1. Thea pre—existing driveway curb rut. and :iriveway apron: at L.ot #1' oi. S.W. 115th Avenue, neF(!a to he rc,nover. 2. The sidewalk along; S.W. 115th Avenue "D cis to be cleareu sncl repaired from S.'d. Genesis Loop to S.w. ce,,eyis Loop. 3. Ths streetneeds to he repaire_' ii. front of thedriveway aprons at 13490 S.W. Genenis Loop and at 11440 S.W. Venus Ccurt. 4. Genesis Loop needn to be sealed; aspiialt is ntsrcir;�, to ravel. 5, The wheel chair ramp needs to be replaced at the intersection ui: S.W. Nova Court and S.W. Genesis Loop. ;West side) t . The parki:ig area at the end of S.;J. Nova Court needs to have the wing replaced. Also the curb needs to be repaired. Che bilce path needs to be repaire,I, at b8th ends, in (,eneais 111. + A)i landscapin,_ neecl,a to be rotipleted. <utsch Enterprasd•, ,',u,.ust 25, Ig80 1'a,,e 2 9. The street and the stori sewer rloedq to be flushed and cleaned. After your actior to resolve the aforementioned and after our confirmation , inspection , t_Iic:r.eof., we will be able to submit certification of pro,jecr readineea for tinai acceptance to the Council. Such ce if:cation will initiate formal Council action to am!j.t the work surd will, subsequently, pomit release of the bond for Genesis 1. TI you have questions, please call me at 639-4171. Yours truly, R.L. Thompson Public i,orks Inspector r.c/file r CITY OF TIGARD, OREGON RESOLUTION NO. 79-C?Y RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS C'_YSTI:UCTED WITH GENESIS I SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street ' ighcs, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivision; and WHEREAS, the City has required the payment of fees and the execution of a Compliance Agreement which stipulates that: Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject' to the requirements for correction of deficiencies and maintenance for a period of one year. . . ; and WHEREAS, said Certification has now been received, subject to correction of hereinbelow listed deficiencies; and WHEREAS, the subdivider has indicated a desire to retain the subdiiii.sion performance bond in full force and effect throughout the aforsaid maintenan :e period, in lieu of submitting a separate maintenance bond, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City 3i Tigard, Oregon hereby accepts the public improvements constructed within Genesis T Subdivision, said subdivision being recorded in Sock 42 on Page 31 in Washington County, Oregon, Plat Records, subject. to: 1. Sidewalk completed along SW Genesis Loop. 2. Sidewalk rcpairs along SW 115th Avenue east side of the street. 3. Sidewalk repaired at Lot `16. 4. Curbs and aprons repaired in parking islands in SW Nova Court and I SW Venus Court. 5. Curb repaired ar_ the north end of cul-de-sac oil SW Venus Cour;. 6. Existing driveway cut be removed on SW 115th at Logi 1. 7. Installation of the one (l.) inch Class "C" AC overlay on all streets in Genesis I. PA63ED: This T L, da f C0 ,,b—oC ,,b— , 1979, by Ene Council of The City of Tiglyd. > Mayor Citi or Tibard ATTEST �irct TM ity REcirder - City of Tigard WILSON INSURANCE, INC. FIRE AUTO HOMEOWNERS CASUALTY BONDS 221 W. THIRD P.O.BOX 865 _ PHONE[5031926.4291 ALBANY,OREGON 97321 September 26, 3.979 To Whom It, May Concern Re: Maintenance Bond City of Tigard This 1Etter is to advise you the Maintenance Bond is included with the Ferfermance Bonds you now have. The Maintenance bond coverage e:ctends one year after the project is completed and accepted by the City of Tigard. Listed below are the bonds that are in effect. Bond# Project Effect.nate U-057956 Genesis fL 2/28/78— U-059524 28 7bU-059524 Genesis #.' 8/31/78 U-0£3541+$ Genesis ##3 6/2(,/rC) WP trust this is satisfactory evidence the Maintenance bond is in effect until one year after the project is approved by your city. UNITED FA7IFIC INSURANCE COMI'ANX Attorney—in—fact a• Vay 24, 1979 DEVCO FNGINEERING, INC. 33900 Eastgate Circle P.O. Box 1211 �- Corvallis, Oregon 973.30 Attn: Roland Lavoie Re: Genesis G2 SubdivisLon Tear. 1-.r. Lavoie: Lo response rc your request an in.npection wa3 conducted of the proposed public ir,Tprovements in said subdivision for the purpose of deter,'Iinin,. rcadinsas thereof for City Council tentative acceptance The follo:yi.ng listir.,^,, as a reiult of sa'.d inspection, which rermin to be conpletdd and/or corrected prior to such action: 3 1. Street needs- be cl:!aned tl,rou-1io.it the project. ��. 2. Mailbox cluster needs to be installed. i 3. Street needs to be pat-c'.T,!d mound - 1s and arolin.i the curbs. G. Curbs neeri to be repaired in the parkin; area in 5.14. Quelle Court; also on the east side of the cul-dQ-sac. 5. geed to install a drain fcr the spring on S.V. t;ovare Court. 6. Noed to install a drain for the island on S.W. Novare Collrt. ^^ 7. "Ll eed to install the curb around the- parlcinF, area in Vic cut-dc-sac oa S.W. Fovare Court. :ua3 i to repair thu curb on the east site of 7.1.1. 11o7;Tr('. ColIrt T!r?Clr MI-I cul—de—sac. . --gid to i:opair :.ii_ curb at tae end of Genesis Loop. 10. Need to flush the storm sewer syst-ii after cleanlnr; streets. 11. Streetlight at the end of r^a^,P 2 needs to be replaced. )A-) 1 Pa e 2 Di VCO Ft'Gr;FRING, I c. May 22, 1979 Roland Lavo:e f/ 3 Further, though it is recognized that addition:, and deletion will occur her^- ; with (throughout the one-year maintenance guarantee period), the follo4ia l 'stin mzrizes items noted to date which retain to be complete3 and/or correctedapzt�,t g sun_ to City final acceptance. 12 Completion of installation of driveway aprons and sidewalks. 13. Completion of landscapin,,, 14. Placement of the A.C. overlay on Fill roads. Therefore, in reference to conditions) wimber seven (7) and et.-ht (3) of t'r,e Project Compliance Agreement, we ftad we will be able to certify project readiness for tentative acceptance to the Council :hen iter^ number one (l) throu-'h eleven (11) above are complete. Since the appropriate maintenance bond options and, also, since V.nal ,rorT. cOMPletion deadlines were previously addressed in the Project Compliance Agreement., I wor+.'t elaborate thereon. If you have questions, pler:se call mc at 639-:171. Yours truly, P F.L. Tho.,y,;:rn Irspector .^.I,T/P lr rtir Phone 757-8991 l�oy . P.O. Eastgate Circle C� P.O. Box 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING March 8, 1979 E CG) LIE City of Tigard D P. O. box 23557 MAR 0 9 1979 Tigard, Oregon 97223 Attention: Mr. John Hagman CITY OF TIGARD Re.. As-Hui.l t Drawi:,gs for Genesis - Phase I II Dear John: We are enclosing a set of as-built drawings for the sanitary sewers for Genesis Phase I and Phase II. Should your require further information please do not hesitate to contact this office. sincerey, /mac 6C )XC I )XC Roland P. Lavoie, P.R. r Enclosures January 3t , 1979 Kutsch Enterprises, Inc. X Cevco Engineerin& Inc. 33900 Eastgate Cit ile F.?. Bnx 1211 Currallin, Crc on 97330 Attnt rlr. Roland P. Lavoie RQ: Cenesis "I" Subdivision Dear N-t. Lavoie: In response to you: tiez.ial request, on inspection was Conducted of the proposed public inprovemants in said :ubciivision for the purpose of determinin r.:ndiness the sof for City Council tntotivt.! aC�Aptn;li:e action. The following; listin-, e; a reoult of said in pectifln, qu-n:tri:Ps jlt eQ13 Vnich r^_:vain to be co';pjeteri and/or co:rect?rl prier to st#cl, actio...: l_YL"t 1• Inst.1�latinrl Of i::iilbo-C ^Ttl3L`ers, upon F.; 7'O'1a�. Or 1 Y'..1 layo'it t%--!rt.For. 6)1 . 5uhmittel of ren 'as built' sInitary sewer trY3•a-!7, l3: Conpletion of i:ll:lr-1 n ?r;:i �` .-1rew1. 4. Sl#bmittal of a one (1) year m-Antenauce bon-i, in t.,e s1.n of $24,138.00, per item comber seren (7) of the projoct compl.i.nnce Agrecmnrat. Curb Y ella fj «J t..f eu+�t Ia�e. f, SrC' .�� .�Ptn r d .4GM`"'.' (o•'v�- v Et:rther, though it is reco,,nized that addition:# arl deictiors will occur ►#erewith (throu��hout the cne-yeAr aainten:arr�r.. guarantee p.�rio•.3) the follo14ing listing su:=..arizes items notal tO CUILe 1,11'c h to be CO-vleted and/or corrected mor to City final FCCr!ptaret;: S. Instx11ati.on of alt ai,]avatke .and all rcl�iluntifai t,:Iv,_ way aprun.a. + 6. Tnital?atio!t of ':' (]) i.rtch, Claa.; n,,ir� �..':;. , , . •. 1 cu all roadways. 7. Submittal. of a landocape plan(s) to the City's 1'lanaill� . for fapprmial (islands & greenway). PePariripn.r Roland P. Lavoie Jrruary 31, 1979 04' 8. Coapletion of a satisfactory T.V. inspection of the sanitary sewer system. Therefore, in reference to condition(s) number ne-,,en (7) and ei:];it (J) of the project Cocpliance 4reement, we find we will be able to certify project re. diaess for tentative acceataace, to the Council, uhan itcr..a n!raber one (1) ti•,:ougb four (4), alive, arcs co-tplete. Sinco the appropriate rAntenance bond ontio-as and, also, since final auric complat oa dondlines were previously addressed in the p-pjoct Com linn< !e A^reerient, X van't elaborate thereon. If ;••ou 1-1n7e JuIntions, please call me at 053'4171. Very truly, John S. �Iz►,—in Supt. En-r. Divi5lan i f i I i I w � N��qq ✓ c$Tx&-*—T- S16ssS 76 RP- NSA�tt lc til vIkTf 1" ►~2 L \1110'X C A 11 I j e/r 1 1 �,'� �� k n P J- r-0 V P t Phone 757-8991 FV 33900 Eastgate Circle C Q F.O. box 1211 Corvallis, Oregon 97330 DEVCo ENGINEERING, INC. CIVIL; MUNICIPAL, ; TRUCTURAL, LAND SURVEYING December 22, 1978 COPY RE O N V E D U.S. Postal Servicj DEC 2 7 1978 Tigard Post Offic.^ 12990 S.W. Main Street CITY OF ,TIGARD Tigard, Oregon 97220 Attention: Mr. John Wyatt Carrier Supervisor Re: Genesis Subdivision Dear Mr. Wyatt: It is time to locate and construct mailbox clusters in Genesis No. 1 and we would .like to ini,ite your ideas about where they should be located. Nouse constr.y.ction within Genesis No. 1 (lets 1-18) began Nc:--mber 1978. Utilit;? and street improvements in Genesis No. 2 (Lots 19-52) are 90 per cent complete and Genesis No. (lots 53-96) will be substantially completed in 1979. Copies of the preliminary plat show-'ng all 96 lots are attached. Place note yoursuggested lr,7ations for ma.{lbox clusters serving all 96 lots on one of these copses and return it to us. If you prefer that we choose the locations of the millbox cluster::, please tell us thLt we are free to do so. Thank uou. Sincerey, ICARoland P. Lavoie, P.E. Attached: Devco ltr dated 12/27/77 to U.S. Postal Service cc: Mr. Leonard Cook City of Tigard Public Wor;:s Dept. ENDmmmmmw ORTLA21D GE;TER'1L ELECTRIC CM[PANY Western Division 1'_355 Sw Old Scholls Ferry Road .:e .v er ten , 01' 97005 Attn: '!,r. hen Snyder RE1:Ks 1=S1;,*I Subdivision Un.zr Ken: T itis is to aeknowledoe that the City has found the straetliont installation in said subdivision to be satisfactory and, further , to authorize P. G. E. Cor-panc to energize the six ((e ) u"it:3 therein via ScheJule :To. 91 , Option " B " . Yours truly , John S. tia r.'ac Supt . Ener. Division c--* City 11Acctounta t Ce � rsc �n k tAcle `1 jIUfiJpjr cf�q��z� ' 1 A b'a w 7 �- l Fti� I November 1.7, 1978 POTITLAND GENERAL ELECTRIC CO iPANY 've3stern Division 1.4655 s.w. Old Scholls Ferry }load ;3eeeverton, Oregon 97005 Attn: Mr. Ken Snyder RE: GENESIS ,> I Subdivision year Kent This is to acknowledge `,hat the City her+ found the streetlight installation in s.aici subdivision to be satisractory and, further, to euthorive P.G.F. ('ompany to energize the six (F) units therein via .'chedule No. 91, Option "B". Yours truly, John .3 Hagman "Upt. Eng- . I.ivisior,, c c: CitX Accountant cc: Kutsch "nterprises Inc. CCI Rouse! F lec tric Cc. CITY OF TIGARD, OREGON CONSTRUCT ION/tNS PECT ION (P.,W,) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly marked APPROVED PI„kaNS, plan revisions, change orders, specifications, etc. ; I . SANITARY SEWER: (A) Commenced instal' -*inn , ., , , . r . . . , , , T , , . „ ^ . (B) Completed in.+tallation. . . . . . . , . , < , . , , � . . , . . , . 0 / 1.) As-built fieri notes .filed. , . . , , , . . , . 0 a) 0,,-y -rant to engineer, ?) As-built field notes received. , . , . . , , / a) Filed in project folder. . „ Inspected and TeQtrd, . - , , , . ., • . , � (C) 1) Test nomonographs (D) Tentatively accepted by City, . , , , ,, , h „ 13 II. STORM SEWER: (A) Commenced inst%+1lation. . . , , . a . . . . , , . . . . . . , , . /? (B) Completed installation, . . . . . , . , . . . , . . . . , . LX,'w 1) As-built field notes filed. . . . . . . . . , 0 (C) InspectAd. . , , 1 . . ,, . . ” - V / / TS( (D) Tentatively accepted by III, CURB: (A) Commenced 1 ) Bench M,rks mot. , . . . . . . . . . . . . . . . . . • , . p 7) Br-nch Mark locations filer:. . , , , . . . . . . C3 (B) Comw tAd (C) Inspected. , . . , . . . . . . . . . . . ® 4 ' / 7� (D) Tentative ly 1vcrfed by Ci ' y: . . ,, . . . . . . . 13 IV. STREET: (A) Commenced Gradittc�. . . . . , . , . . . . , . . > , . . , � . . . 91 1) Sub-grade insrected. , , . , . , . , , . . . (3 yl /7 g' a) Test data filed, _ . . . . . . . . . . 0 b) Tentatively accepted by City. W / (B) Commenced rocking. . , , , , , , . . . . . . . . 1) Sub-base inQpec,ed. . . . . . . . . . . . . . . . . . . a) Teat data filed. . . . . . . . . . . . . . �~ b) Tentrtively accepted by City, p (C) Commenced Paving . . . , ,. , , . , , , „ M JIj /7e 1) Paving inspected. . . . . . . . . . . .. . . . � , . , , � 0 /9b a) Teat data filed_ _ _ _ . . . . . . 0 b) Tentatively Accepted by City. p (D) Street tentatively Preept:ed by City, . . . _ . . . , . . . V. PARKING LOTS (A) Commenced grading. . . . . ., , , , , . . . . . . . . . . . � , . � . l .1 1) Sub--gradp inarected. , , . , . . . , . , . . . . . Ll a) Test rlete+ filed. , C3 b) Tentatively ac'cepter'' by City. [3 / (B) Commenced Rocking. . . , .. . . , . . � , . . . r . . . , . . , . . , . o 1) Sub-base inspected. _ , , , . , , . . . 00 . . . . C a) Test date filed. . . . . . . . . . . . . . E3 b) Tentatively arcepted by City. E3 / ' i (C) Commenced Paving. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ❑ / /- 1) Paving inspected. . . . . . . . p • . . . r • o a) Test data filed. . , , .. . . . :, ., . , . , . ❑ b) Tentatively apcepted by City., . . , p (D) Parking lot tentatively accepted by City—. ❑ _%_!_ VI . SIGN: (A) Street name sign-z installed, , . . , .. , . , . ., . . . . . . . , p / (B) Traffic signs installed. . . , r3 VII . SIDEWALK: (A) Commenced installation. . . . . . . . . . . . . . , . , . . p (B) Completed installation. n (C) In, pected. . . r . . . . . . . . . . . . . . . . . . . . . . ., , . , . . , , . p (D) Tentatively accrntod by Ciry. . . . . . I . . . . . . , . . . . p / \7III . STREETLIGHTING, (A) Commenced installation. . . . . . . . . . . . . - - . . . . . . . (B) Completed installation. . . . . . . . . . - - o . , , . . . . . ® !�(f !S /7Y (C) Inspected , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O / / — (D) Tentatively accepted by City. . . . 1) Author; ,Tation letter to Energise filed IX . LANDSCAP..: (A) Commenced installation. . . . . . . . . . . . . . . . . . . . . . . . (B) Completed install.►tion. . . . . . . . . . . . . . . . . , ❑ ' / {C) Inspected. , , . , . . . . . . (D) Tentatively accepted by City. , . . . . . . . . . . . . . . . . p ' X. GENERA.1 AREA DRAINAGE (A) Bui ldi.nq rain dr.aii,s inspected. . . . . .. . . � . . . . . . . ',B) Cul vests i>>spected. . . . . . . . . . . . . . . . . . . . . . . 0 (C) Drainage tfitchea inspected. .. . . . . 11 (D) Tentatively accepted by City. . . . . . . . , ❑ r NOTE : Pi IOP. TO COMPLETION OF cACH CONSTRUCTION PHASE, REVIEW FILE I TO INSURE COMPLETION OF CHF^.K LIST AND FI.LTYG OF: I ) Apprn'. ,gid Plan Rovis ions 2) Apr -.oved Spf:,. ification Variances 3) Change Orders/Extra Work Orders 4) AL.I Correspondence/Memos 51 1'.ail.y IT pection Sheetq I I I qy FILE COPY FILE COPY I � NUI ST �\•y1 W p1- �Ga` Q F N S N INSTAL.Xtp N F S,K �L.� Sof?:"�TL.tG�a•+TS Sd}A�,l. gE T''aovtD dV T%i 1>tvraLctieu. I►f� �accoe.A w I tN Tµg CITY ATP DEVELOPMENT +� SITE w HALL �T PR1+vtblirD IWSTAL.L�c1 ay THrT r7� ' 10000 / 10101 I�OliO,'/ 10000 10000 1i ' ' / I / ��/ / �' ! Q MA\1..V�+x «w{.�� •Lopeg , LOC�r LOQ rLAk3 Zo lS9 jVW4%TT9Ib FpR' OtTY i;'%�� /� l r - - /��+ARo+rAL. PRdoR TD 1►35TALL.ATIOW OF 6%billoAtL-14 r• - / c►•/AIIC to PAM'" sNALJ dYi IfJsrAlrLdCt> � At.1. /w'r�rltst¢�rloAJ N••-•�'w sl•.e1o' Z °°° M pRdEN (� ro.' �'' ' '!' / , %/ irr'�r �' ;l 4� G A A R D E N VICINITY M A P .e, .,elf - •e .zs 6 100�C1' ' �' �J � �• 1oc+oo n•oo- �, SCALE: I"=1100' APPROX93 W . PI o2� : Aft R't �� Ra55• A 1 y E R�1 Y Dp yT a IbaD To OyE C 5=T00 OT WA hW1� O e PQAa TNC d;t°�� 1.A1��aJ,Ia1C, A�M'l'. F•aR I4�p�ovAL.� rr.► eNote •- HI �: ,,,- .,. •'C „ , ,, - �,•-� /" �/ - � I�Ow ACt.�tts T,�Rduc,H ttzl•..�ts tti ?D 9� A•�Coftfl,ISN� !off M.ATL* 4.6 Tb B C us r b . X0100 ' ' r. i I �• /' '/ ,yy// I IAI.LQ� t.oua r�4�411.!'f'iru��c,E"I..�tabscJ�i�ir PLaa� >:oR �AGi' ISu�ta4 CUTTING BULL MOUNTAIN RD TO Se SU�t-liT1"N-�D TG 1r1�lipiri .'+ rtQ'b'1tR.�/VIA PLAtJA)IIU:� �eP�r:) • 24e � i Bp , �- � ale -•-- -_--- -a ' „-.-'� - '-,-i -.-'' I � ,',' '//,-+' � 00 ALL WORK T 0 MEET CITY \ / �` '/ 27 / 1�o4Z6 a vY '� :I - . - I,. I' OF TRD AND UNIFIEL") 230 e. SEWERAGE AGENCY ® F' r2126 ,0.174.' ,�: :+'• ',,_• ...! +=,`rte r% 1, ', ?•.•r' - ... __ 1 � 2'2!? M ' , , 10100 i' ,i� '. _. I�Or'00`• / , 1 � '\ r i ..�. - ' W �t 'x ., \ . „ WASH I N GTQN �.� �..' � IN, TY STANDARDS 1I .\ I, .0i J - .; _ r B. M . INDEX - .Y r ' GIT1' • - ��^ 's•► � :.._ -'t. � � •�, � -,�. 1 _ ` i � APPROX. LOCATIONDESCRIPTION a. caro u�rr cIW>~ - J DESCR I PTI ONtwctia�„ T•B.M., 211.23 EAST SIDE OF S.W. 115TH RR SPIKE BASE OF 30" FIR T`► % 11 �' O +a { '1 :____._ slo # 420' NORTH OF GENESIS 1 '� .• o a eki000 tl 11 T.B.M. M1 261.61 0+33 (GENESIS) 20 PENNY SPIKE 8 BASE OF 20" FIR ti . J ,11ti1 ,• � T.B.M. N2 265.03 2+22 (GENESIS) RT 30' 20 PENNY SPIKE a BASE OF 24" FIR wsro T.B.M. #3 260.83 1+00 (NOVA) LT 2' 2(' ENNY SPIKE a BASE OF 12" FIR : F / '• I �. T.b.M. #4 (WIThIN IMPROVED STREET - WILL BE LOST) . 81 �� 0 ' 1 �, { 255.67 0+60 (VENUS) 20 PENNY' SPIKE ? BASE OF 18" F I R �� T.B.M. 05 242.84 1+97 (VENDS) 20 FENNY SPIKE a BASS: OF 14" FIR 240 / "Al \ 1 •• T �'^- ) ' , 1 ✓ 1 '� '`. . J r r i �,' d '' .�' ' INDEX - \\ L. i � -ti-• 1 'N I `ter- 1, L •• .. \ ,2, _ ' i I 0006 ,.. ` SHEET 260 itI ! 'I' -' \ ;ONTENTS )FILE GOP STREET'1 G[:NESI S STA 0+00 TO 5+50.25 _L12-1 0 1 t , t _ - - \ N 2. STREETS t; DRA I NAGE, VENDS b NOVA I r � - ;✓ ', ,, ,.� r ',, � 'v:, •. ;� ALL SPACES MUST 8E ENDORSED 4 - t \ 'll ► i , ,r �J�!� ) + r 3. STREETS ISLAND DETAILS GENESIS - \ I PRIOR TO AI'�'ROV 4 T SE PLANS ' Y _ 7 4. STREETS ISLAND DETAILS VENUS fr NOVA _... - '. /�-' r I A OUHLIC WORKS DEPT. Uy --- �• .�.Y77rT'E _ - / ' 1 i ,I / '! ✓ t� P1.1,r..0 iG :.'r. C.• 1T� L-1l-'1 solge MC�fi (( . . \ ' 1 r\«••{' w \ � \ I / , / i 1 I / , ,I / �• � Y �: � ' � p -_-� w -�----- 'r!, SANITARY SEMERS• LATERAL A ` Duiixirin D' r. I r. _ 1TL•_� ._�. `'4`w•- 4 \ �\ ' I '•KT_. ' `�� \ 1 �.. .1 ( _�7•• 1 1 �,. i,l .•f. ,./,,• r�,4�. '1 �,, �� COUNTY y:�,L• r n �'— 6. SANITARY SEWERS, LATERAL B `� .� , t I# � ��, �• NOTICE TO CtrY AOtillt•i °a, 10.1 EXCAVATORS TIGARD Yd-,T7'i DI'r. 1 r .-. + D .T'_ _tLi."'�•'�? f is your responsibility, as Pert of this permit, to notify all uttHt, ` Operators of the extent of this work PRIOR TO STARTING THE JO& • UNNERAL l LL'F,•+,., r.;. ._ _ D;, -�� •.'>>.'�'� (24 hours it posii) U 9 A d�Q 13Y._. ' _ QATC *U-7 i ji?.-J177 UTILTIF,S TELE. NO. Ci �40 N %V. N.aTURAL, GAS BY_______ DATE WATER Tigard WAter District 639.1554 "Ok 4v — -- [�" ~�� •Metxge.r W•ter District 245-3331 P. 0. It By ___ gATB_._.� 4'' 7 GAS Northwest Natur+1 Gas Co. 226.4211 X•213 IA►rs r R. F. 17. BY.-__--_._�.-.____....__ dATE__��'�r� TELEP14ONF fy,�..rai Telephone Co 643.1681 X•44 'ly --- VECTRIC -Portland Genera Electric f� :NEG I8 NO 1 s�IR� ' .-- e 1 (:7F 11 , 4eued Iw Co �3 34 ih-O� «.'.,f .,Sr►, e .ft Cite y Vis« c t� II'li "lilt[ifllltill ill lflirf�lli� 1�111 Il�lllll[I[ (i�ljl (ilr If ��ijl�ilrll�IIIIII fll�,llilrit) IIIIIIIIIIIIIIIf�IIIIfIflflflflflflfl;lllllf[flf tlfltlilflflffl�ilflfrflf(flfl► NOTE: I F THIS MICROFILMED 2 `� 4 _ s 7 Q 8 - 10 11 142 I _ DRAWING IS LESS CLEAR THAN THIS NOTIC6-r-IT IS DUE TO rP QUALITY OF THE ORIGINAL brUW ING. - - - -- --- - - OE 62 82 a 9z S2 tit E2 22 1 02 61 81 11 91 Si l f I 1 ESI z l 11 01 6 9 L 9 5I1,,, .,1Iv..'..t. ,.EI,'..'...'zI'•..' 1'N1e1 J till 1,I111111111lI11111111tlllllltllifflfli�lflfll,nlnfflllltl►loll►IVIII,I111thil 111111111f 11111 111 rfllfltr111111rur�r(nbtr�irulrn(i(n(�uGu,lfllflff111ullllrirb�ll�Itl111WU�1711/1111tYiFWF(� t4 E: JULY 2 1992 i. I 1 14 ,. •� i-it N�iv� CvkA I Dow 'Na rl,y 4 s f ,Z J T Al G "�. 154, 3Y ` 01 W/ 4" c,.✓. ' 06 V . N" Y d' t:'k'r't3 - .l ' . ..- 4444 . . ...-•.-• -. � �' bt r!IND C 41'49f b of VV AT Er LA%J^L) � � •'r'•� TSG L l• 4�'� G ✓. �` w•"M !�rt 'EE � r ,... ... 2 �Ldrj uM'. rtfw+FluW9AmanmKt�k.:,IWL^Ws.i�Ydd °s:c dairc. e�. a,.ti n:,. ,,.• 1'u.rnr:n.'"1a3.+nn ra.::.l +dWcgdd;fid , 1 j 1 fro,,,r,.,,uw...vw.wee.u,.wrlrt+w.�..n,,..ow•.nw.s...,.,..,�,.....,.,....,.,, ."., ,-. .r -4444 ,..., -, .51 .-..,. .t.., .:., 1 �Is,� ...__ . --'n..._ •...iir.••. .r� .wn.w�wtr•_ gN1d!�i � : :' f , �J �• , `.'�..,"�-!. P NEW fid. •,. �_ ..._-_ _ �+ W7Wi'==l+ .. ..,; .,, ... .Y�r ,�,wb'om:'irM. a7N1R0.r..ar^"•,y5r. ' r � - .. ••- � 4444•'• _.yW. . , � z � ,+w %:�-. ^�'� - ., r: _�.- �,. ,..,.•,� ..,.. ';,,.-. T`;yl"r°Ir T /'ems"` r �,"�'' x----•.vV'x` .'v _, .-_,...�•. _ ._, _ `t alf = rc m•.^,u.�:_� T'":y;,�.M�'Ai y4•y,"". � ,�,�,tr*�•+rW�- ,a - �- . , t III1f'itlliitA � III � IP I � Iif 1iIt1lrr IiI1 � tI1 I I � I �.- �.� I l i '� � � � f 1111-111111 II I I 1 � �1 1 � 1 I I I 111 III III III 11 11 III I 111 I 111 I � 1111 1� 11 11 _ 11 I I1 I f I 1 I i I I I I i • I 2 3 4 5 6 7 8 9 10 II I� . NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN �► THIS NOT Imo;'IT IS. DId - 70 � ,( _QWtlTY OF THE ORIGINAL WING _ _ — _ - _ ----- -- - - - - - - -- ----- - _ -----—— O E 6z ez 1 Z 9t SZ vz EZ.-�, ZZ -.__.i Z o 6 r " _ 81 11 91 sl ti I E 1 21, 11 of 6 9 L 9 S ti E Z I awa.f I I �r rttIlallutlullll{{1111#I �, �IIIt1W �l�l��tNH _ ►11 !11111111 111111N1 Ii111tN1 11111 )1111N1�{1�11t1 tllili�ll�INir1# Iru►�t11�i�t+ tItftt�tll��H�fl{IIiM� i'III1 � tlllrr�ltf#�lili�tt iItt F - ...,rw Alm. JUL 19 92 * 4,4,4,4,... ..r• ,v s � mr _ f �' ,7r•��r-_ •.rrrw-- �_,,.�.w.�•�i...r.... ++yrs --- ....yr..x.r-:.—.a.. __44,44 ,,,,,,,,;•"`,.w ..:..xw'9�}. s '`�.t�A 4444 ! c vnt,.�1!' . .r i�,. ,.•, , F H +R Y., ..� ...-:,r .`t ,'..,�: tM.::! y 1 t, g+••r•-'. � •p'J'dRB. ... �. . 4444. ,.: .. ,..,t. l ..,... .`h.-.• � a .r..au!w,me•u,Tk+r�! ,r.ar�-��.;,�w�,nv�� t,. d. „ „4444.., .:„ `, r M1` h ' i :..,.:. � •...:f Ary I { City of Tigaw INSPECTION REOUEST for I INSPECTION TIIV!E : — PERMIT NO. : _ DATE: _ ` DATE ISSUED:--L—/ OWNERS NAME : ADDRESS :fgIJLCONTRACTOR :– _-_—^ ITEST. Air ❑, Weter ❑ , Visual p, Laboratory ❑ RESULT: Appro�,ed jK , Cisapproved ❑ Pending p SKETCH: - O, C,AJ I ,41 1 1 P` e&' Vo, I JQ� i INSPECTOR DATE NOTE : Attach supplemental test data heret:01 I 1 FILE Copy November 14 , 3978 DEVCO ENGINEERING, INC. P.O. Box 1121 33900 Eastgate Circle Cor9allis, Oregon 07930 Attn : Roland Lavoie RA:: GENESIS PHASE I Dear Roland : In response to your request to delete the concrete valley gutter across the entrance to Genpsls .Sbbdivision (Letter dated 3ovember 9, 1973, ) r1ormission is hereby F*rante.d . I assume the asphaltic concrete tre{nsition will. occur in conjunction with placement of the base lift of A.C. in Phase II . Please notify this office plior to pavement placement for the re- quired indperction thereof. It is inched A nle psure workinu with your firm on this project , yoiir efficiency and cooperation is greatly appreciated . If you requiro purther information or a.ssitarce, please do not he sista.te to call. Sincerely, I Leonard V. Cook, Jr. LVC/p!'M Public works Inspector i t Phone 757-8991 V 33900 Eastgate Circle C U P.O. Box 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING November 9, 1978 i0 �Leonard Cook j� DD City Inspector NOV t , . 1978 City of Tigard P. O. Box 23397 CITY OF TIGARD Tigard, Oreqon 97223 Re: Genesis Subdivision Tigard, Oregon Dear Leonard: Thank you for your call on November 9, 1978. If the City of Tigard no longer requires that a valley gutter be constructed across the entrance to Genesis Subdivision, it is our preference to delete this valley gutter and simply pave the entrance with asphaltic concrete. Permission is hereby reques—d to delete the valley gutter and complete the entrance by paving with asphaltic conurctein accordance with City of Tigard street section standards. Again, thank you for the City's follow-up on this matter. Very truly yours, Roland P. Lavoie, P.E. fffffl irfT ilk t 0tr, N Q) 4 U Z EE or- LU x ? m0 'T0N L 0 { T i q a rd tNSPc ; TION TIME: ./ ! !!_._ . PEF,MIT N0. DATE: ��17Y DATE' I SSIJED OWN _RS NAME , ADDRESS: ra 'RA(;TnR : S 1 . Air [1, Water❑ , Visual V , l q►^ ! 1-2 Approver! J( nisopproved T Pending ,KETCH. INSPECTOR DATE NOTE. Attach suppiemontol 1*s1 dolo bsrr.}p] Avoid Verbal Messages LL LL��--yy CITY OF TIGARD 11 Li j ect: Cµ G �t • SU& 16 � ( � �` t NSDI IsAt � nu,01 cl e..-� 47e G.g s�L �.�, e.K C*v- i w r 4�ir 'mss 1 r i—jLE ror City of Tigard INS. PECTION REQUEST f(.) r INSPECTION TIME: y'"'- PERMIT NO. : DATE: DATE ISSUED OWNERS NAME : ADDRE33: 41-7" ru6s�S Air C:1, Water ❑ Visual Q , t aw^, y 0 t X41( U: Apolove Qiaapproved T , Pending [ -;KETCH. sF-CTOR DATE [OTE: Attack supplemental t*It date rte/ets] ffilmmr 1006 ' 2 I- LO 15 ' 0 � rw n �• / / I 12 ; All, / I \d / 13 14 \ I l � Q s / 10 \ A,) • . 9 r. x 13385 15 /��,GS >, • 81 1 16 \ �� ,*� N 13425 6,,I► l lw1 Bond .� r 1, ti� _ \ it 3 � M13495 I \ twt \ t \ J- _. 6- 1111 - ' 65 Ln w 13535 p�1 37 ' n t 15 ' i°'07 NORTHWEST NATURAL GAS COMPANY TAX CODE MAIN SKETCH l J W J W A oY � '4Ylw W a a - u u a ,- ` aP- wool a 9 ��?� LL ill UNDERGROUND PHONE PRESSURE RATING& X-RAY UUWATER rT_ 1 J SEWEII E j #-� T E ST P R E SSUR E PSIG C' POWER TEST DURATION CITY OF TIGARD PHONE �-�� r \�> WILDS 708E%RAYED % DESIGN PRESSURE � . PSIG �a t m M.d,O.P. :P`�'-----PSIG a - t y :_ NORMAL OPER PRESS. 1;` . PS113 o X w = iYc = DATE O FMGR. ,A INSTAI; MAIN FEET OF � ", 'LI'�'� FEETOF_ky_,` 0 O ABANDON MAIN FFLT OF �- fF.IOf_ TYPE COATINGS PIP4 . .FITtIN05_� � —JOINTS Z INSTALL BERVICf iEfTOf INSTALL �.�ZANODES-�. 8 1 INSTALLEDMAIN _ FlET OFFFttOF_i" ABANDONEDMAIN FEET OF FEET OF a ' W TYPE COATINGS a INSTALLED SERVICE__. FEET or INSTALLED_ ANODES DATE COMPLETEDSIGNED Iw RITE ApDIt InMa1 w�O11MAT10N ON SKETCH) .'--�_--��wL— f �U MEASURED--._. DATE..---_---_-..._ SCAIE.._...---a ' STAKED DATE SEO NO \ DRAWN- ---1- -+..--�. OAT► _.. ..._. PLATTED I CMFCkED_ DAII DA TV STONED APPROVED •, PLAT I 1 MAIN WORK ORDER NO _.� t I SERVICE wORk ORDER NO U Ul ADOR F S6 4 �0 a COUN7r _ ---- CITY AN(iE I'l A7 NU —`s yf I ION TOWNBNIP H i .� rit„ of Tigard 7..C71 N SP Rt`0 U E ST 41F, T2`-r7' SoxW-, INSPECTION TIME . PERM!" DATE ,WNERS NAME : AID D RE q.q CONTRACTOR :—.AV0h?,* 00—vr"e-1 rc- r--19 T F ST' 'r iD, water L., , Visual ED , Laboratory RESULT. Approved T! Disapproved 0 rand, INSPECTOR D A Tt.r 0t A t I a c h SuPP10mentol test date hereto' m - ` O coo --- - - - -- - - t a r O OIQe to on - w iM I Wcr i n I ^ M Li � � Q UMo0 - W m ci !r C)V-6 LU x IL 40 -' 41 ?f r ++ IH e1� it 3L foo W ►� �, N z w ~ � c� wIr -+ a � UNITED ?^ . CIPIC I BURAN GQ�QPAN ,' i-IOME OFFICE, TACOMA, WASHINGTON POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY, a corporation duly organized under the laws of the "tote of Washington,does hereby make,constitute and appoint LEONARD L. WIT.SON of ALBANY, OREGON------_ -•--------•------- its true and lawful Attornev-in-fact,to make execute,seal and deliver for and on its behalf,and as its act and deed ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP--------------- and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof werq signed by an E xecutive Officer of the UNITE D PACIFIC INSURANCE COMPANY and sealed and sttestad by one other of such officers,and hareby ratifies and corifnms all that its said Attorneylsl-in•fact may do:n pursuance hereof. This Power of Attorney s granted under and by authority of Section 37A of the By Laws of UNITED PAC:rIC INSURANCE COMPANY which provisions are now in full force and effect, reading as follows: SECTION 37A -AT i ORNEYS IN FACT SECTION 1, The Board of Directors, the President,or env Vice P•esident or Assistant Vice President shalt have power and authority to: lal appoint Attorneys-in-fact and to authorize them to execute on hehalf of the Company,bonds and undertakings,recognizances,cOntrActs of indemnity and ether writings obligatory in the nature thereof,and Ib)to rernnve any suet Attorney-,n fact at any time and revoke the power And authority given to hill). SECTION 2. Attorneys in fact shalt have power and aulhonty, subl'ct to the terms and lim talions of the aoaer of attumey issued to them,to execute anti deliver on behalf of the Company,bonds and undertakings,recrgn zances,contracts of indemnity and other writings obligatory in the nature theraof. The corporate seal is not necessary for the validity of any bonds a+d undertakings,recogn zances,contracts of indemnity and other writings obligatory in the natu a thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors r UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 26th day of October, 190 1,of which a quorum was present,and said Resolution has not been amended or repealed "Resolved,that the signatures o1 such directors and officers and the seal of the Company may M affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of att.irney or certificate bearing such facsimile signatures or feeAlmlta pal shall be valid and binding upon the Company and any such power to executed and eertlfied by facsimile signatures and facsimile seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." IN WITNESS WHEREOF,the UNI1"ED PACIFIC INSURANCE COMPANY has caused these presents to be signed by its V:ce-Presrdent,and its corporate seal to be hereto affixed,this 5th day of__,Uay 19 1� UNITED PACIFIC INSURANCE COMPANY STATE OF Washington VoceJsresident COUNTY OF Pierce " Cn this 5 th day of__ P1AY 19_L;y,personally appeared WM• J• COTTER _ to me knnwn to be the Voce President of thr UNITED PACIFIC INSURANCE COMPANY, end acknowledged that he executed and attested the binstrument strument and affixed the seat of said corporation thereto,end that Section 37A,Sect on 1 and 2 of the By Laws of said Company and ,rje Pesolution,set tooth therein,are still in lull force My Commission Expires ,A January 15 02 TY 19 �' ;;,; . Washington \rsiK �t Notary Public in and for State of .ii11,w •"• Residing At Tacorm l Ger31d C. Lyon Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNITE PACIFIC INSURANCE COMPANY,which n still in full force And effect IN WITNESS WHEREOF,1 have hereunto set my hand and Affixed the seal of said Cocope y it ' day of 13OU•1411 ED.2 72 ^aaws:� �,p�— .ssisun • n h.••' RECEIVE0 �r'tati MAY 51978 CITY OF TIGpo WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE ARE a(63 HILLSBORO, OREGON 97123 BOARD OF COMMISSIONERS MILLER M DURIS.Chairman Olay' 3, 1978 [DEPT, OF PUBLIC WORKS BILL BLOOM JOHN F.CROCKETI,Director VIRGINIA DAGG ROOM 201 RICHARD C HEISLER (503)648-888G RAY MILLER Richard W. Fail 1549 N.W. Terrace Green Place Corvallis, Oregon 97330 Dear Mr. Fail: In regard to the subdivision of "Genesis" in the City of Tigard, Washington County, Oregon, I have the following comments to be noted for correction: 1. Virtually all property irons along the interior streets have been destroyed by construction. These must be in prior to ou: continuation of the field check unless the plat is to be "postmonumented". If. so, contact me for specific needs. 2. The basis of bearing is not sufficient. See attached "survey filing Policies", Item no. 5. 3. See attached "plat approval format". 4. The street plug at the easterly terminus of Genesis Loop should be noted as "Tract A", 1' x 79.11' street plug. This cannot be dedicated, but must be "conveyed" to the City of Tigard under the dedication or by separate deed. 5. ORS 92.060 states that the "intersection of all streets" must be monument-ed. The centerlines of the streets must be shown along with necessary curve information. Reference Tigard Subdivision Ordinance, Chapter 17.21.020(5) . 6. ORS 92.080 provides that the "lettering. . . . . .shall be of such a size or type as will be clearly legible". Much of the lettering does not meet this requirement. 7. It is difficult to differentiate between curve data designators and other numbers. I would suggest you enclose the designators in brackets. B. It appears that you are attempting to plat five feet of property that was dedicated to the public by a "street dedication" recorded in Book loll, page 698, Washington County Deed Records. 9. Remove approval of mayor. 10. Approval date is 1978, not 1977. 11. T).e pedestrian walkway should be denoted as "'Tract B, pedestrian walkway and Utility Easement" and "dedicated" to the City of Tigard under the dedication. ..':........».:et�r.u..r.u.•wu.:W..�.,.......,._ .,....,.. ... ...,..........�.....:...............u.,.,:....,.�wm. .w..+r�vu..YY.w4i......Af h 12. The streets are "S.W.". 13. There is no date of survey. Should you have any questions, please call me at (503) 640-3405. Very truly yours, P. Charles Pearson County Surveyor RC'P:ja cc: City of Tigard i I nage 2 Richard W. Fail - May 3, 1978 Avoid Verbal Messages CITY OF TIGARD GLE JC:<�IS SQ80tutS1Cki PUL from : - -_ " LAWS ----- �,cL: LAtJ0!>CAIP PLAU _ pate: C4 fl, to v Phone .'::7-8991 co JEVCO ENSINEERINO, INC. C vll, Municipal. 8trueh rel, Lund Sun-y ng P. O. Box 1211 ROLAND LAVOIE 33900 Eastgate Circle Design Engineer Corvallis, Oregon 97330 Portland6encral f lectricCompany r' �� LC, j Y wrSTERN UMSION 14655 SW OLO SCN01L5 FERIIY ROAD 0 BEAVEVON ORGGO'.91005 " 643 1 CITY 1iY OF TIGgRD Gentlemen: Re: GENESIS SUBDIVISION Attached is our proposal for providing underground electric service to the above mentioned subdivision. Our preliminary investigations suggest that this proposal is compatible with existing and/or proposed project and utility construction, however, if there are any conflicts wl • your esistinl; ,r proposed installation, please contact me at your convenience in order that the plans may be modified. Very Trull yours, J.L. THOMPSON Job No. 68838 Estimator Copies to: 1 Tigard Water District - 639-1554 8841 S.W. Cononercial St. , Tigard, Or. 97223 Attn: Robert Santee 1f, it, of Tigard - 639-4171 City Engineer 12420 S.W. Main St. , Tigard, Or. �- 97223 1 City of Tualatin - 638-6891 City Engineer 18880 S.W. 80th Ave. , Tualatin, Or. 97062 Attn: John Block I City of Sherwood - 625-7377 90 S.W. Park Ave. ;herwood, Or. 1 City of Newherg - 538-4712 City Engineer 414 E. rirst St. Newberg, Or. 97132 Attn! LeonarL: Smith 2 Yamhill County - 472-9371 Road Dept. , County Courtoouse McMinnville, Or. 97128 3 Marion County - 588-5036 Marioh County Dept. of Public Works, Salem, Or. 97301 Attn: Claude Fallin 2 Clackamas County - 655-8521 Clackamas Coty. Engineer Dept. 902 Abernathy Rd. Oregon City, Or. 97045 Attn: Pat 1 Wilsonville - 638-8565 City of Wilsunville Rt. 1 box 4, Wilsonville, Or. 97070 Attn: EAr.I Wood 2 State Ilighway - 653-3099 Rjght of Way P.O. Box 02157 Ptld. , Or. 97202 Attn: Ted Inlos 2 N.W. Natural Cas - 226-421 123 N.W. r1anders Portland, Or. 97209 Attn: D.W. Mills 2 City of Dundee P.O Box 201 Dundee, Or. 97115 i SUBDIVISION COMPLIANCE AGREEMFNT THIS AGREEMENT dated the �?_ day o£ r. �t _, 19 '7Q between Che CITY OF TICARD, a rnunicipalil-y of Oregon, hereinafter to ed the "City", and Kutsch Enterprisgs, Inc, an Oreann Cnr- ,nrajnn hereinafter termed "Petitioner". W I T N F. S S E T 11 ; WHEREAS, Petitioner has applied to the City fol approval for filing in Washington C,unty, a subdivision plat known as _ GENES S (T.ntg_-L'1—IA located Section 3, �wnshin 2 Sou+,hRaugE I war _ WLlliamette 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 the development and requires the payment of fees; and WHEREAS, the City has appr9ved and adopted the standard specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary scwe_rs prepared by professional englne,rs for subdivision development; and WHEREAS, the public improvements required to be constructed or placed in petitioner's development are incomplete, but petitioner has nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing pcemises and the covenants and agreements to be kept and performed by the Petitioner aid its sureties, IT IS HEREBY AGREED AS FOLLOWSt (1) Petitioner shall proceed with the development, with the intent and purpose to complete all public improvementg except sidewalks and street trees of said subdivision not later than two (2) year:3 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 snecifications adopt ,d by the City of Tigard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow uch designs as may be required to conform thereto. (2) To assure compliance with the City's requiicmenls and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, wit', liability in the amount of $ 120.6y0.Q0 a copy 0iereof is hereto attached and by this reference made 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 time limito, upon ten (10) days notice by the City to Petitiuner and Petitioner's sureties, end such defaalt and failure to proceed continuing thereafter, the City may at its caption proceed to have the workcrmpleted and charge khe costs thereof against Petitioner and Petitioner 's sureties and in the event same be not paid, to bring an action on the -cid bond to ricover the amount thereof. In the Fveat such action be brought, Petitioner aad P�tit:ioner's sureties promise and agree' to p&y, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs tncurr?d .,v th? C`.ty, both in the Trial Court and Appellate Court, if any, or the City Pay, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner's ,`=uraties sp,�cific performance of the contract and compliance with the subdivision .standard.3 and ordinances of the City of Tigard, and in such event, in like manner, the f City scall be entitled to recover such sum as the court shall adjudge reasonable as and jfor 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 in amount 1.stimated to equal rental and maintenance fees with respect to the street lighting facilities within SECTION 1 of the subdivision, according to Portland General. Electric Schedul, 4x`91, Option B, together with a further sun Equal to the estimated cost of providing electrical energy to energize the street llght 7!ing $ 459.36 f.ng facilities for a period of two (2) years from the date of initial energizin,of said lights. Said at,tount (5) Ths City ag-cees to make and provide periodic and final_ inspections and in the City's .jadgment are necessary to assure compliance herewith, in consideration whereof tea Petit.icner has paid prescribed inspection fees. (6) Thr City agrees to install street identification and traffic signs within thy= said suhdi «islon, in consideration of payment in the amount of $_ 214•'5 (7) At such time as all public. improvements except sidewalks and street trees within the: subdivision have been completed in accordance with the City's requirements. Petitioner c;ball notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have `)een met, the_ Pt-titioner will submit to the City a good and sufficient maintenance bond, Lf not already provided wi,:h the performance bond, form approved by the City in the s+lm of. $ 24i38z00 to provide for correction of any defective wor'., or main- t.nance I-aconins ap,iar-�tnt or arising within one (l ) year after final acceptance of the pv:hl is improv,�mrnts t)y the City. (8) Upon receipt- of certification by the Department of Public Works that all requiremLnts have been metand a One Year Maintettance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and r-iintenance for a period of one ysar as hereinabove set forth. (9) That in addit-ion to or .1;upplementary of the requirements of the City's 5,:hdivi.sic,n Ordinance and the provisions hQreof., Petitioner binds itself to conform ►.o t.h�a following requirements, scheduling and limitations; a. None of the lots of petitioner's subdivision as above described may be occupied for reai.d..nttal putposas until an occupancy permit is issued under authority of the City and no c-cupancy permit shall be issued prior to the acceptance of the subdivision and to th:. time that the sidewalk paralleling the street for each developed lot pro- posed to �,,, occupied, is installed as a part of the development; provided that all �,id•,.walks a3 r:qulred by the plans and subdivision code shall be installed throughout said subdivision net 14,cr than 3 years from the date of this Subdivision Improvement Contract. * project fee 5530.23 sewer fee :i 180.pS -2- ro All landscaping trees on that portion of each lot between the public sidewalks jad the curb (parking area) as requit-d, shall be planted and in place prior to final tnspectien and issuance of occupancy permit for each such lot in th•. subdivision. .Provided that fi.ral inspection and applicant for occupancy permit occurs within any �e calendar month for-n October to April of any year, such plantings may be deferred until J the next following growing season. In any event, all landscaping trees in all areas shall by planted and in place within the entire subdivision within three (3) years 1� from the date of this subdivision improvement contract. C. Within one (1) year of acceptance of the public improvements the petitioner agrees to place a one (1) inch asphaltic concrete Class "C" overlay on all roads within the &ivelopment. d. Compi:iancE with all terms and provisions specified t:heretofor said subdivision 9E!ve:.-.,pmtnt by the Council and the Planning Commission of the City of Tigard, Oregon, . .rwgard to variances allowed from the subdivision ordinance, conditions specified by the tore use classification and, also, on the approved plat (s) and plan (s). (10) Thu, parties hereto hereby adopt the form of performance bond, copy whereof is tareto attached and by reference made a part hereof, and petitioner agrees to cause to h,avz said bond ex,ccuted and filed with the City concurrently with the execution of this agreement at or prior to the time this agreein:int Is execut :d on behalf of the City. (11/ The apo�cific requirements of Paragraph 9 hereof shall, for 'all purposes be included as a pest of the obligation secured by the aforesaid pwrformance bond and r,.,,t- City shall ba entitled to recourse thereto in the event of d fault on the part of ,the Pu titlon=:c with respect to any requirement thereof. IN WITNESS WHEREOF, Petitioner acting by and through its duly authorized under3lgrc,d officers pursuant to resolution of its Board of Directors las caused this agreem,nt to be executed, and the City acting pursuant to resolution of its Council adopt-,d at a meeting thereof duly and regularly held on the .,27 day t �drecQ�� , 19 7.,p has caused this agreement to b& executed by its '�::.yor andel R-doo'rd-c, RUTSCH, 'RPR ISES INC. By: C' By- r THE CITY OF TIGARD, OREGON By. iyU �l �y Record,--.t- STATE OF OREGON ) ) SSS Ccunt.y of 0 _ ) On this , ./day of � �'��/`(� ].y; be/fo .e/me ap/1Deared and both to me personally known, who being duly swcr., did say that be, the said /7 't'`rJi^t�14s-=✓' is the PrF:ident, and he, the said k-- is the Secretary of ��felt —Z '0-" J'_l'1 J' the wi.lhin narred U -poration, and that the seal affixed to said instrument is the cor•por.nte seat of said Corporation, and that the said instrument was signed and sealed In behalf of said Cc poration by authrrity of its Board /of Directors, and !'� 'i�> / � �' e— _ and _ ackncwlcdged said ins�,!.ment to be th free apt and deed of said Corporation j ;tr1_ �� '' � W 41 ' IN TESTIMONY WHEREOF (l have r , hereunto se _ my hand and affixed my official -Fe, the day ' and year last above written. �. ` Notary Public for Oregon My Commission expires STA OF OREGON ss. County of ) On this day of 1.9 , befors me appeared aad berth to me personally k wn, who being duly sworn, did say that he, the said is t r e � President, and he, the said is th secreta-y of the witrIn ra• ed Cotp,�,-ation, and that the sea]. affixed to said instrument is the c --1t = sea! of said C�_p^ration, aid that the said instrumer.t_ was sigr.F.d and scaled in ��at.E e: -a 'l C�rperation. by authority of its Board of Directors, and and _ _ acknowiFdged said in5trumen to bp the f-ee :1 a-rd ,J:ed of slid Cc.-potation. IN TESTIMONY WHERF�IF r,aTis ba—id r.-•d a f f i ued �y f i No:.a�y Puh! tc f� • Oreg ❑ Corporate Acknowledgement My Ccmmi s?Inn w r h f r L TATE OF CON ) County of ) ss, On this ay of 19 , before me appeared and both to me personally known ho, being duly sw,.)ra, did say that he, the said -- is t Mayor, and she, the said is the Recorder of the CITY OF TIC; a municipal corporation and the said w and --- to be the free act and deed of said municipa corporation.aknowledged the said instrument IN WITNESS WHEREOF, .1 have hereunto set my han nd affixed my official seal, this the day and year in this my certificate first writs Notary Public For gon ht Commission Ex�irfs: NATE OF OREGON Ss County of �C;S r On this , day ofb i'u Yc 19 ' ri `�I I( l - --.�___�__.. , ► , before me appeared aid hoth to me personally known who, being duly sworn, slid say that he, the said1� is the Mayor, and she, the said is the Recorder of the CITY OF' TIGARD, I municipal corporation-�o�e��~ / �� ' �r and the said and �%��, �,y r � aknowledged tle said instrument to be the free act and deed of said municipal corporation, IN WITNESS WHEREOF, I have hereunto set my hand and aff.ixe,4 -ny official seal, this the day and ye;ir in this my certific;C2 n c for 0 ei gon Mk Commis.sior. Ex ire5; c�;, CITY OF TIGARD, OREGON * DEVELOr t',F_NT PROJECT GENERAL TNF ORI,IATION SHEET I . PROJECT No. : —__ _ _____• TI. PROJECT NAME: ------------_'------ III. DRAWING (TITLE) - - --� _. dated : _LL_ IV. PLAT (TITLE)V. SITE LOCATION: __ -- -• VI. PRINCIPALS: 1 1 (1) DEVELOPERS - ��N+`- c 1n `v� cr� IS��.�.T �'�---------__..._��_�__• Address �► �,� Phone No._l�(e-J`CJ`C (2) DEVELOPERS SURETY AGENCY:.r ______,_._ _______ ____ __• Address -_..__.._..._____.__....._..-.._- Phone No._..— .__ Bond No. _..__. .� Exp. D�+te- /_-/__ .._• ( 3) ENGINEERs _. c-.._.�C.1;1.G.`'y1� ... Address_ CCL '�i'_��e ._-.- � Phone No. ., (4) INSPECTOR:_ _ _.__.____ _ ..,.......-...___._.._..__.._.. ...�_-___ _.__ __.•• Phone (5) PRIME: CONT r�CTOR: I Adc3ress__.._..r__._.-____-- _ __ .______ shone No.____-- _ __—• (6) Cca'IRACTjRS SUrE1'Y Add:a ss ._ ..- .-_. ._.. . -- .---__ phone No... ____ ._ ..._• Bend No. Exp. Dat:e_._/-/ (7) suB-rON'rRACTORs : _ _--_._._ ____ __.__ __.__ ___ _. • _r._..__._..-.-_-.r-.- _war..r._.__-._-____...r_•_�r_•_...►_a.wrrw._.www.+.r1. t _...r_......._....r...-«._.r_r........_. ..rr-.r-•r-..._...w..._r_rr.r�__..r..wr.�• C:xl'Y Ur TIGARD, ()RSGUN SUEIUIVISION DEVF.LOPMRNT PR(XIE.CT (p.W,) Procedure Check List I. FILE INITIATED....... .. .................................. (1) Supplementary sheets attached..... ❑ IT. SUBMISSION OF PRELIMINARY PLATS O (1) Pending Planning Conuninsion action........... (2) Approved tentatively by Commission...... ....... �JJ III. SUBMISSION OF PRELIMINARY CONSTRUCTION PLANSR (1) Plan Check r_ommrncedi.. 11 Il' (a) Revi.FH ons required....., .••••• ,• • •••••• ❑ (b) Stamped, approved for construction..... 42) Utility Co. plans recA ved.... . ... ......••••••• (�) Improvement cost_ estimate received.... .... ..... `Q IV. EXECUTION np ppoJECT mcUMrNTSt (1) Contract documents drawn; (a) Compliance Agreement signed..,......... (b) Performance Bond signed. ............... ' y (2) Permits & Licent-s acquired..... ,..•••••••••• U (3) Easements obtaimal & recorded........... (4) Deposits nlade...... • .6....... •.•�• V. SUBMISSION OF yINAL PIAT: (1) Revicw for conformance commenced; .............. ❑ — --�•— (a) Revisions required..... .. ........•• I... ❑ (b) Approved r4 signed by Comm. Chairman.... ❑ rRc:r+ .No. (r.) Reauhwitted to Coruui:;rjion,. .. .....••••• 1 Approved....— I......,....... (2) Appruved and recorded by County Surveyor....... ❑ H. �'_ _ (3) Address's annigned. ............ ................ ❑ VI. COMMENCEMENT OF CONSTRUCTION..........•••••••• ...I..•••• U Nota Inspc.;.tion :sheets and constructior./ Inspection chreck list (ai.tached) for progress. VII. FINAL INSPECTION OF CONSTRUCTION 0 (1) Pending correction of ueficiencies.........• Q (2) Not acceptable, construction daficiont......... p (3) All construction items acceptable.......••••••• ❑ VIII. EXECu-JUN OF F1.0AL PROJECT UOCUMBNTS: (1) Pointenance Bond signed....... • . ..••• .•.••• _./.- (2) As built drawing received. ... IJ (3) Final report to Council is ued. . .,.•. •..... U 1X. CITY COUNCIL ACCEPTANCE OF PROJECT IMPROVEMENTS.......... ❑ MAINTENANCE BOND EXPIRES e _.. l_../L___ + a ORIGNAL SUM V i S TON PF,RFORMANCE POND Bk)nd No, U 05 79 56 KNOW ALL MEN B1 TttFSE PRESENTS, that wp ' Kutsch Entg=r1§�.�_.�� 21.,.,�84X1.�Q�BS2�a:G�A�_ __� as Princ pal, and _.)J�I�TER.�Q a corporation duly—authorize to cond,l„t a general surety 'Fu91ness in the State of Oregon, as Sure;`y, ar,e Joinrly and ae-.�•rally held bound unto the City of Tigard. Oregon a mrrm;c ipality of..' the State of Oregon, hereinafter called the Obl tgep, in the sum of $. 1Vn_0;9Q_ 0 lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, ,Jur successors rend assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION TS SUCH, that the Principals are platting _GENES:S.,a�LQ:ts..,�],18�,________�.,._._ subdivision located .in the CITY of Tigard. Oregon, and entering into a subdivision, compliance agreemenr with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements requ red by the City of Tigard, Ordinances and Subdivision CompLzan�-e agreement- documents as described in said compliance agre amen` a'l 1 :)f wh1r are, by reference, made a part, hereof, NOW, THEREFORE, if the Principal herein, 7hall faithfully and truly observe and comply with the term:; of the agreement and sh,_11 well and truly r,erform all matters and things ur..dertakpn to be performed under said agreement and shall promptly make pay- ments to all persons :,upplyi►cg 'labor or material for any of the work provided by said agreement. and shall. not, permit any lien or claim to be filed or prosecutioned 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—ftled by the Obligee hereunder to enforce said contract or tory recover under the terms of this bond, 1n addition to all o.:her rights and remedies here- under the City, In the event l t .shad l prpva l 1. sha 1.1 he ent ttlpd to recover such sums as the Court ma*,r adjudge reasonable as and for attorney's fees., IN WITNESS WHEREOF. the parties hereto have rn'used this bond to b executed thin f' � .. .2.nd '�aY �� .FF.IiR11A.Ft.Y....._._..._...,._ 1978 By: ,yob r,-�• --t //� La� _Kutsch Enterprises, Inc ----------•-1�� ?�, . ��, 4es� yet.refry i Co q)or,s ti.nci <tcknowledge6int of XNIT.EA. PAQJF_.G ]R Sn corporate principal and a tree Sure;,,copy of Shp Power of Attorney � Ct-4�.�lb�(�. must be attached to the oelglnal) y_,�_ a� Tex Holding 1 s STATE OF OREGON ) County of illt2 ) On this day of FGr1.rrcHu 19 /-7 before me appeared 7 rAA —.J-L/- l r�, 1t5 and both to me personally known, whi being duly sworn, did say that he, the said /4d✓/bt-0✓'' _ is the President, and he, the said Gari'✓' is the Secretary of �_� r �S' S /Nom. , the within named Corporation, and that the seal affixed to said instrument is the corporate seal of said Corporation, and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors, and L7�L%l/,�'ff//��/�- and acknowledged said instrumv,{it tbe the !, free acs and deed of said Corporation. cc IN TESTIMONY WHEREOF, I ha a hereunto set my hand and affixed my official seal the day andel year last above wri.tten. " i I Notary Public. for Oregon My Commission expires ��y•->7� Y ��S"� STATE OF OREGON ) J. s s. Coun ty',,b "' / OnN hisN"')% day of , 19 t efore me ippe gyred -�_� ��LT► _ and both t6 .p;e personally known, who being duly sworn, did s;-.y that he, the said is the President and , he, the said is the Secretary _ of _ the within nac,ed Corporation, and that t`te seal affixed to said instrument is the corprrgtp seat of said Corporation, azd that the said instrument wag stgrrd ani sealed in beO-alf o i C„p•.-ation by authority of its Board of Directors, ani and acknow!_rdged said i-tstrumenr. to be the free art and &rd of said Cr,-p.-,ration. IN TESTIMONY WHEREOF, I have, hcreuntc Ret cny h- .d and affixFd by -ffici.a:l sial th.-- day a,..1c4 yea•- last abrvc written. Nota=yPUbii�ffc-r Oregon Cooperate Acknowledgement My Commission Expires ,NITER F'ACI:t'IC INSTCJRANCE COMPANY HOME OFFICE. TACOMA, WASHINGT--1 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the UNITEDPACIFIC INSURANCE COMPANY, a corporation duly organized under the lawsof the State of Washington,does hereby make,constitute and appoint JERRY D. BALDING of EUGENE, OREGON----------------------- its true and lawful Attorney-in-fact,to make execute,seal and deliver for and on its behalf,and as its act and dead ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP---------------- and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one other of such officers,and hereby ratifies and confirms all that its said Attorneys)-in-fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Section 31A of the By-Laws of UNITED PACIFIC INSURANCE COMPANY which provisions are now in full force and effect, reading as follows: SECTION 37A —ATTORNEYS IN-FACT SECTION 1. The Board of Directors, the President, or any Vice-President or Assistant Vice-President shall have power and authority to: (a) appoint Attorneys-in-fact and to authorize them to execute on behalf of the Company,bonds and undertakings,;_gnirances,contracts of indemnity and other writings obligatory in the nature thereof,and(h)V,remove any such Attorney-in-fact at any time and evoke the power and authority given to him. SECTION 2. Attorneys-in-fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them,to execute and deliver on behalf of the Company bonds and undertakings,recogmzances,contracts of indemnity and other writings obligatory in the nature thereof, The corporate seal is not necessary for the validity of any bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 26th day of Ortobei, 1971,at which a quorum was present,and said Resolution has not been amended or repealed "Resolved,that the signath,res of such directors and officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile-, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be. valid and binding upon the Company and any such bower so executed and certified by facsimile signatures and facsimile seal shall his valid and binding upon the Company in the future with respect to any bond or undertaking to wt ch it is attached" IN WITNESF WHEREOF,the UNITED PACIFIC INSURANCE Cr1dIPANY has caused these presents to be signed by its Vice President,and its corporate seal to be hereto affixed,this 26th day of- May —1916 CNITED PACIFIC INSURANCE COMPANY 'X _ =( SEA �o\ w�Ll' Executive Vice-PiesideniSTATE OF Washington ,,COUNTY OF Picrcc: On this_- 26th day of May 19�Et,personally dNpeared^_ MORRIS E. BROWN Executive to me known to be the Vice-President of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he executed and attested the foregoing instrument and affixed the seal of said cnroorauon thereto,and that Sertion 37A,Section 1 and 2 of the By Laws of said Company and the Resolution.set forth therein,are still in fun force rS� My Commission Expires —'4�"'' _/�6 / January 1S--.--- 19 78_ ;+o,�+;:-i Whia ton ufit t�e . Notary Public in and for State of --__ue .S___ r � S Residing et�TaColU I D. Keith Johnson Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY,do herehy certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNITED PACIFIC INSURANCE COMPANY,which is still in lull force and effect IN WITNESS WHEREOF,I have heieuntn set my hand and of lu ed the seal of said Company this 2nd day of Februar ►Z_ Irl 78 � iui,zr - -- , -- r t Sacret.li y fsr.AL : W9DU-1431 ED-6174 �ge,ess� a CITY OF TIGARD ( .r i Date o� ��7 Amount J y i dollars Names _ ------ •— M..Q. Address _ - _ - '72 2 -2 -3 — ------ Bidg� - ❑ St.Opng. ❑ Bus.Lic, n Plug. F-Iu Pubcins. Bike t-ic. [J Elcil. n copies L] Sew.Serv. Sewer n Filing l J Fine&F, Assmt n Other n Zoning ❑ For: Permit # C 7_S �—c1 !_ 5------- CIfY OF TIGARD Bi� NIII, IIINtINf.A\1\fl(NfNv 18561 11� 1, �9f . i 1 TUfl �flll (1 HUI HEHUMEMIR111- P. 0. BOX 12 7 • TUALATIN, OREGON 97062 • PHONE 638-6861 • RUSSELL WASHBURN, CHIEF January 10, 1978 Planning Department City of Tigard City Hall Tigard, Oregon 97223 Attention: John Laws Subject: Genesis Subdivision Dear John: As I previously indicated to you, the 2 cul -de-sacs, Venus and Nova, off of Genesis Street are satisfactory for fire department access as proposed. Howevar , there are still problems with the access to Genesis from S.W. 115th Street. As shown, there is a minimum width of 16' between the curb and the island in the center of the street.. Although the access and turning radius of the two cul-de-sacs are based on the requirements for a pumper due to their short length, the access to the entire subdivision must also be available for the ladder truck. The problem is due to the increased width necessary due to turning radius rather than passing width. The minimum width as shown of 16' i5 even less than the width shown for the cul-de-sacs. For the turning radius shown, an 18' minimum width from the curb to the island would be required for the pumper. With this width, the pumper would still need to swing far over the center line on S.W. 115th Street to make the turn without stopping and backing up. A 22' minimum width would be necessary for the ladder truck on to Genesis based on going 4' over the center line to make the turn. After consulting with Joe Greulich, Fire Marihal , we decided we could accept a minimum of 20' so that the pumper could make the turn without stopping. We feel that this minimum width of 20' is extremely important as anything less could seriously slow down response times of emergency apparatus into the subdivision. This need is also based on no parking for a distance of 20' from half-way around the curve. The -2- two islands farther down Genesis are acceptable at their 14' minimum width as showo. We must also have a vertical clearance of 12' from the ground to any overhanging tree branches. If you have any further questions, feel free to co,—",,c,, me. Yours truly, lin Fugl ee Fire Inspector KF:�',, `o cr w m 3 !. m O Ln z "1 --i1-- > c a •� v LL��_ u► C),y V U N _. W h Cn h O > > UJ ca z YY w �' 2 V U o o v v W I z Q = z v z tri cn J OLO cr trQ tn 3 Q Q \ N L cr Q N N lD � W rl- O U p a" -N if) i o 7 p ' • lU of � Wt d f� F- Y-10 W ♦ IL x o s i tjin � g G J ll o d U49 p Nin J d - - (n o 0 ui 2 ® maw �.. z t wa z U Y () a N z a n o QLAj q� o W w J zo �w n � w� Y~ fi al o Z 1 q 'v d o C ✓ w v =o . N r W 1Q w W --� z; �� W 10 1 �o V J w U Q iM Q I f. e 1 f f r' c� i 1 i z w 4 or w co -;21 it bn i I l7 � ft x U O1 Y U i U a w f aw w at �J 0 m _ r (n a ` w w J x Op � cr O O z O dr O lz (00 1 cr cr 4 cli 0 ir U) z < C) M z qT U- Z x (30O 0 LLJ (it) 02: < C) ILI N O LL C) lY 0 0 Q N IIII uIx in 0 a- Lv4 ot 0—Z F, Ne IA�l 0 0 Y. — 0 CL U- < 0 C\j r a w U0 ,, I,- ., X -j w CD 0 < (r N P -C\I w Z U- z w 0 Ir cn a- at x JJO 0 A ca m o z x 'a m z cr - N d 3 > LLJ a - ~ o cr n e � O � - �-- I �( 1 ^ aD w j I L) t I < W Q LO 1 1Lij ` LLJ cN W cn O fY Ln J CL' o E LLJ wcr � z G _ •n tD - - N w in w c N r- W fJ V1 SO N ~ J If - :) W Z �p p j Q 3 W Q ct: U w O o zzma Jul N LL X wcr w O N W O m cm K 'f rn O Q Z ►- Q ' J ►- 3 x ut j U m d j S cn J Y WN = 0 O = U) cnI _ _ U w O > W Q Q Q f- LL .J -] S W Z W O r �f z o � � T > z W Go � Cl r) U) a S a LLJ c� o Ir W o a a <7 cr N O d z o > z WO w (_..� _J L.L a ; z or ui c lei h Q? U a 1, 7 I O J W • / w r Q a c� Q n o , (r ,. S -� CL gra 3 QO O N O z tl: y : u m � 7C0 W W cr ir J i � �:.,. ;; Z; v) it u O H d �. W � W ? c9 _ W Z :y�! W 2 O O to U)a ``' 4 -' "r � d ° a a v' \ Z F OV' 1 'm1) W z V zWa QQ. U ..J M w OU) G xa J O W W -- cr Ia) WNC c) CD i W F- O stn s � �v „, Phone 757-8991 33900 Eastgate Circle C� P.0 Box 1211 Corvallis, Oregon 97330 DEyco ENGINEER! NG, INC. CIVIL, MUNICIPAL, STRUGTURAL, LAND SURVEYING DeceMber 27, 1977 City of Tigard P. 0. Box 23557 12420 S. W. Main Tigard, Oregon 97223 Re: Genesis Subdivision - First Phase Attn: Mr. John Hagmanj,� D P-ar Sir: Per your request of yesterday, please find enclosed a copy of Mr. Neal 'eterson's (Devco General Manager) letter to Mr. Gordon Kutsch (Developer) detailing anticipated costs associated with the First Phase of Genesis. As per our discussion, below are our anticipated costs for side- walks, street lighting, mailbox clusters and utilities for the First Phase of Genesis: Sidewalks $15,015.00 S6reet lighting 3,600.00 Mailbox clusters 1,375.00 Utilities (Power and telephone 3,150.00 trenching including street crossings) 4 Sin-erely, 1,2 Roland Lavoie Design Engineer Enc. Aff Phone 757-8991 Fv 33900 Eastgate Circle C O P.O. Box 1211 Corvallis, Oregon 979 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING December 27, 1977 U. S. Postal Service Tigard Post Office 12210 S. W, Main Tigard, Oregon 97220 Re: Genesis Subdiv sion Attn: Mr. John Wyatt. Carrier Superr.•,s(,r D^ar Sir: Enclosed pleaso find one print of ;.' e Preliminary Plat (96 lots) for Genesis subdivision and one print of the unaigned Final Plat for the First Phase (17 lots) As we discussed on December 27, 1977, these are to assist you in planning your cf.rrier circulation pattern and recommending locations for m3 lbox clusters. All mailbox clusters will be cons'.ructed to City of Tigard stand- .lyds(reFerence their Dwg. No. 75-A-244) . Th&nk you for your assistance. 3inc?rL-ly, Roland Lavoie Design Engineer f.rrc. � a y Phone 757-8991 562 NW Van Buren C� P. O. Box 1211 Corvallis, Oregon 97330 DEVCO ENGINEERING, INC. CIVIL, MUNICIPAL, STRUCTURAL, LAND SURVEYING August 22, 1977 F- � n 17rn r Kutseh Enterprises, Inc . 1173 S. F.'i'll L Alabany, Oregon 9731 Ca i Y OF TfGARp Re: Genesis Subdivision .dear Mr. Kutseh: We have completed our pr0lin,imr.ry enuinuering study, as to the cost that ,you can anticipate for installing rhe stroet, sewer, water, and storm draLnage system for the subject project. The cost of these ;Improvements, ^.natalled to meet the City of Tigard standards are as follows: .Street Clearing S Grubbing $ 5,500.00 Excavatf ori 8,700.00 Rook (2"-0), 6 inch death 6,000.00 (3/4"-0), 2 1/2 inch depth 2,500.00 Asphaltic concrete 3 inch depth 11,300.00 Red Cinder Wearing Surface 5,100.00 Curbs 9,900.00 Parking .Stalls 4,200.00 Storm Drainage Pipe 10 inch, p 275.00 Pipe 12 inch 0 4,200.00 Pipe 15 inch 0 300.00 Catch Basins 1,575.00 4anholes 2,900.00 Valley Gu'ter 650.00 _Water Lira P p% A inch 0 5,175.00 P�-Pe 4 inch 0 3,825.00 valves and Fittings 5,075.00 Fire Hydrant Assembliov, 1,700.00 Sanitary ,Sever Pipe 8 inc 0 7,625.00-) Service Connecticna and Clean Outo 5,725.00 Manholes and Misc. 5,326.00 SUBTOTAL CONSTRUCTION 97;66r .Tu t►B F,ngineerirw 1,9,600.00 - Cont i.ngew-ic a 4,895.0© TOTAL C08T 6181;9P.5.OA Re: Genesis Subdivision Page Two August 22, 1977 If there are any questions or clarification- is required, please feel free to contacr this office at your convenience. Si:r erely Neal L. PetFrson General Mcmagor l 140. l, l Myr v �E.� ►.4 sZ? 7r1� �. lAltT.'�,I�r, F�,i$, 11 +,. . Z __ / _ nsusYLYw�YM spy:uu.wwwN1.W4twNMw+AurW+Ylowwrw_y. L UNIF, ",D SEWERAGE A( i�1CY OF WASHING-TON COUNTY RECE►v�-p ADMINISTRATION BUILDING— 150 N. FIRST AVENJE IEC 2 0 1g77 HI'LSBORO, OREGON 97123 (503) 648.8621 Clry OF TIGAKD BOARD OF COMMISSIONERS Joel Wesselman Ganerai Manager RAY MILLER,Chairman Room 302 BILL BLOOM VIRGINIA DAGG MILLER M DURIS RICHARD C HEISLIER December 16 , 1977 City of Tigard PO box 23557 Tigard, Oregon 97223 Gentlemen: SUBJECT : GENESIS SUBDIVISION 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 Unifi�.d Sewerage Agency yr Enclosures L -7-7 a bid t�c C"Cie 72-4B I t P �11 j! cEn l V u (Vi E W F � v it _ — ------ - --�: WASHINGTON COUNTY Water QLIalitY D.MSio DRAWN BY S.GROV E CHECKED BY R. P. L SANITARY SEWER VENUS 81 NOVA DRAWING N0. 5 E ,V C., L Al0! /VE'E R, PROJECT N0. 76-7 9Y LE G E!jQ CENTERLINEvr 'Iti (,ROUND PL PROPERTY LINE 0 MANHOI.E NEW -- -- --- — CURB INSIDE FACE MANHOLE OLD _tee" 6 SANITARY SEWER NEW LJ CLEANOUT NEW SANITARY SEWER OLD u CLEANOUT OLD SEWER SERVICE LATERAL ® ® CATCH BASINS —� SEWER Y O VALVE BOX s" w WATER NFW —{=30— REDUCER WATER OLD CAP WATcp SERVICE — — GATE VALVE 12" sD— STORM DRAIN NEW -- TEE _— —12" SD-- STORM DRAIN OLD - CROSS — GAS -- GAS �— 900 BEND POWER— UNDERGROUND POWER FIRE HYDRANT 0 TRAN9FORMEP — THRUST BLOCK .g. PHONE OR POWER POLE: TREE OR BUSH ;ITY OF - INGTON r .....................1,........ ................................................................................................................................................................ .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... ................................... ........................... ...............................................•.......... ........... . . . . . . . . . . . . . . . . . • . . .. .. . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................ ............................... ............................................... *............. ........... .............. . . . . . . . . . I . . . . . . . • ............ .......... ................................................. .................... ................................. ...... ............ .............. ..................... ......................... . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. .. .. .. .. . .. . . . . .............. .......................... .... ............................................................................. .................... 7777 . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .................................................... ........................ .............. ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ................. ............ ........:........... ............................ . . . . . . . . ... . . . . . . . . . . . . . . . . . . :1. 7 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -A-P P-R'0 V E 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s �t. �10,pjo rpQ%. n lelf:. of MI .............. .......... ........... ....................... ...............sett............... .........**............. ............................ . . . . . . . ... . . st to of orv^ n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o s (NOONA LNVIAll LITY . . . . . . . . . . . . . . . . . . . . . . by . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. ................ ............. ........... ............71.7.1711: ............ ........... ................ . . . . . . . . . . . . . . . . . . . . . . . . . .. . . I . . . ... . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . Ate. . . . . . . : : :. . . . . . . . . . . . . . . . . . . . I . . . . . : : * AMMIWV�. . . . . . . . . . . . . . . . . . . . . . . . A PP R 0 1) A$ NOTED WLIIT . . . . . . . . . . . . . I'Lu 3'D i ............................ ................ ................................... ffy PqAA.A I.. IFIr D SEWERAGE .A.�,�ICY uN OF WASHINGTON' COUNTY ADMINISTRATION BUILDING-150 N. FIRST AVENUE RECEI�✓E HILLSBORO, OREGON 97123 D (503) 646-8611 eaoarNOV 2 8 1977 Gneralmn Room 302 BOARD OF COMMI:,� CITY OF IONERS V TIGARp RAY MILLER.Chairman HILL BLOOM VIRGINIA DAGG1977 MILLER M.OURIS ZTOVl4blr 2�r RICHARD C.HEISLER 1 I Oregon State Department of Environmental Quality 1.234 S . W• Morrison era�SO97205 Portland, g -- 1 Gentlemen ?'L�f•'P STA? Oti � CC:JESIS EL'AAZVI5'[O:J SUBJECT: S (C y OF TIGARD� copies Of the plans for the Enclosed pleasE find _tT_ p I ies to the sanitary secaers to be 3' to all in the cup�e referenrth projects• Please review 150 No Unified Sewerage Agency °f Washington County ,appreciate Hillsboro , Oregon• We would First Avenue , laps .as soon as possible. your approval on these p Very truly yours ,Randy Jarigese, De s if;n Fngineer RJ .vL Enclosures / I cc : Engineer. (Cit9 of. Tigatcd)L-� PLANT 1)UP,I W'( BASIN _ 1;AST i 72-16 ,e--� r •,-.....�-- RAWN 6Y D. 6RINTON I ��p PRU��SO - - � G E N E S I S �W� f. ST�� - ��G I N 8 F Uv�i STREETS B STORM DRAIN CHECKED 81' R-P ' i00 FYw ` G' OREGON - - - GENESIS (0+00 TO 5+50.35 DRAWING No.__ ti Y ots r �� 14 �"�h�� '��,p' �F�``a. �°��p� ��yc� �NG�/.'Y��F/iN� PROJECT NOr 76-T _ ____ \ �N ��ti G� • �� E 5• z'20 I/ QpR<a -- N0. DATE DESCRIPTION OF REVISION BY . 11�� /� - i tw' MiN• � , S��.w I�VANDF.RIhIG SIf�EWAL-K s �+" % �� r. DRAWN BY S GROVE � PROF�s __ rrJ )�lr :� ) � of `1r'l�.1111 - CHECKED BY R` P_` STREETS & STORM DRAIN IZ ,ON VENUS 8i NOVA DRAWING NO 2- PROJECT N0. 7_ 6-7 CONSTRUCT STD. WEEP HOLES �. PE�� 3+44.2.1 GENESIS STREET EXACT LOCATION TO BE STAKED NO, JA`TE DESCRIPTION OF REvISION BY I - 0+00 VENUS PLACE IN FIELD. I \ I ,) +OU NOVA PLACE R/w JJ . , ) ) >� \ i J / I r� ISLAND V ME RING 5 F�, WIDE / / ' CONTROL POINT SI WAI K. EX�.C� LOCATION � 1+88.22 U BE 57AKED IN EI p i I .- - -- ^) I . 1 t / / ISL D VI \ ) __ _ , ! uxv oL POINT __ . . . . . . . • . ! 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Y Y //z Z 6 n. U 1 \\Ml J LIJ 4,m CCJ u ] GW r: CJ U zd Ll W t„ :1 le CL p w V) 5U p u ; ` z °a o z I tJ LL w d 0 N O O f` 0. m W(1 (� I- o N O (I + + f + N •• O H L tD • h o 39 u) a fJ h1 1 In } } } } r X F O l". O Q H () o cn v o in !`^ r� m V V A A U r� �6u u a W -0 o t O Z u d yt: 00 LP w N O � F tnin µ� Z W 7 J Z z 3 Ej '- � > Q OQJ l; J Ld Q 1F� Fes- � ¢ Lli Tu Nlb` v Avoid Verbal Messages CITY OF TIGARD To — --- --1." ` 1. Q_.___ from Subject: Guy �L� Date xi .c c J t � it _" CITY OF TIGARD P.O. Box 23397 12420S.W. Main Tigard, Oregon 97223 August 29, 1977 Kutsch Enterprises, Inc. 111; S. Hill Suite E Albany, Oregon 97321 Re: Variance V 9-77 Attention: Gordon Kutsch Pjease be advised that the Tigard Planning Commission at their re;u.- lar meeting of August 23, 1977 approved your request for a variance n street staggards in the R-10, Single Family Residential zo a a-r ''r:3t1 , north of Fairhaven. This approval is subject to the .fol- lowin't, conditions: t -1 . The cul-de-sacs will have a minimum surface pavement of le Feet in the turn-around area. 2. The applicant submit to the planning director. for his approval. a cross-sectional drawing of the proposed entryway to the subdivi- sion. : 3. That the sidewalks be five feet in width. �e�� L, 4. All tree islands and cul-de-sac it'l.ands will. be curbed with stan- dard curb and gutter section, with the exception that oll xbs mal ,�,�tML1 :ar9 1-L±bin ±hA _ire or �f the parki— 5. All isa ands are to be maintained in a natural state wi-th nn play - / C, grorind activities &Iluwed on the island and a low waintenance �- landscape plan be submitted for- design review. .T 6. All public improvements will be installed in accordance with recog- nized standards as established by the Tigard Public Works Depart- ment subject to variance approval If' we can be of further assistance, please du not he;litate to contact me ;,t this office. Sincerely, ahn Laws JLi j!i Associate Planner Eilalosure 't Kutsclh Enterprises , Inc. Variance V 9-77 August, 25, 1.977 Page 2 Note: The following acknowledgment must be received by the City of Tigard within fourteen ( ld) days of your receipt; of this let- ter. Failure to rpti:rn this acknowledgment may result: in ac- tion by the City of Tigard. i hereby acknowledge th:i.s letter documenting the action of the Ti - gard Planning Commi.ssi.on . I have received and read this let:ter, andI agree to the decision here documented aria? to abide by any terms and/or conditic;ns attached. Sig nature 1 a e Please be advised that conditions t:ittbject to c;La.f'f approval must: he sat.i.sfied prior to issuance of builrling permics. k STREET DESIGN CRITERIA FOR �.-�rr��' •t� �' � GENESIS SUBUIVISTON Policy statements that will be utilized are as follows: 1) Trec islands will. be strategically located within the street right-of-ways to protect and preserve as many of the major trees as possible. / V p V 2) _ d' V 1 j It tree i-Rands are atilized a minimum (;f• 14 feet curb-to-Curb will be maintained on each vide of the island to facilitate traffic movement. In the island areas no parking will be allowed in the curb-to--curb area. r r ' 3) All tree islands will be curbed with ei.Cher a standard curb and gutter section or a rolled curbed'. 4) The cul-de-sac will have a 28 feet curb-to--curb improved widt1W'k IS� to preserve as many trees as possiblo in lieu of the 34 feet required by '`` s the subdivision ordinance. Parking will be allowed on one side only. 5) Parking islands will be included in each cul-de-sac bulb where practical . 6) The parking bay in the cul.-de-sac bulbs will be located tv preserve as many of the major trees os possible. 7) A meandering sidewalk 14 feet in width will be located on each side of Genesis Street. A meandering sidewalk is proposed so that trees of significant size may be preserved. 8) One sidewalk 4 feet in width will be l.ocaLed on one side of the cul-de-sac streets. Sidwalks will also meander scros: the parking islands located in the cul--de-sac bulbs. 9) Sidewalks across the cul-de-sac bulbs will not be installed in cul-de-sacs less than 150 in depth unless the cul-de-sac is contiguous i -2- to the iineal green belt. 10) Either a curb and gutter or a rolled curb is proposed to be J installed ori the project streets. Either curb section will. be submitted' to the Tigard Public. Works Department for their approval prior to installation. 11.) All islands are to be maintained in a natural state with no playground activities allowed in the island areas. 12) The deed restrictions to be filed with the projr!ct will have a covenant requiring that the property owners hear a joint responsibility in maiitLalnlog the islands within the project site. 13) All public improvements will be installed in accordance with recognized standards as established by the Tigard Public WorY.3 Department. 14) All cul-de-sacs 350 feet in length or greater will receive arecial attention as to providing off.-street parking. The off-street parking will be strategically located to minimize the impact on the existing vegetation. 15) The street grade will be allowed to be increased to a maximum of 15 provided the 15% grade will not exceed 150 feet in length. This is an increase above the 12% maximum allowed by the subdivision ordinance, The inrteased grade requirement facilttates the teo'ucti.on of out ner.essary to keep the impact to the site to a minimum. A/17/77 3; J CITY OF TIGARD ; P. O. Box 23557 12420 S. W. Main � Tigard, Oregon 97223 August 25 , 1977 Kutsch Enterprises, Inc. 1.113 S . Hill Suite K Albany, Oregon 97321 At tent loll: Gordon Iti.utsch Re : Variance V 10-77 Please be advised that the Tigard Planning Commission at their regu- lar meeting of Au;;ust 23, 1977 approved your request for a variance_ in setback requirements in the R--10, Single Family Resident al zone: ,1V . 115th, north -oT Fairhaven . This approval is subject to the following condition: 1. Where deemed necessary, variances to the front yard setback, as specified in the applicant 's building site location criteria, will be granted upon approval by the planning director subject, to the following standards: a. If removal of natural vegetation would be detrimental to the site b. If there are excessive slopes on the site . If we can be of further assistance , please do not hesitate to contact me at this office . Sin..ereiy , r hn Laws .Associate Planner JL/JLl Enclosure Note : The following acknowledgment must be received by the City of Tigard withir fourteen ( 14) days of your receipt of this let- ter. Failure to return this acknowledgment may result. ire ac- tion by the City of Tigard. ' l NUT1 S T I GAPP J�.L:1P'\I\t; C O:�l1l1SS IOi� A;)gist 23, 1977 - 7: 30 p.in. Fowler Junior High School - Lecture Room 1086.5 S. C. Walnut Street - Tigard , Oregon I . Call to OY-Jer : The meeting was called to order at 7:40 p .m. by Chairman Popp 2. Roll Call : Present : Sakata, Wood , Tepedino, Popp , Corliss- Excused Absence : Moore, Goldbach , F3ii.an Staff' : Bolen , laws, Claussenius 3. Approval of Tdinutes : Minutes of August. 16, 1977 approved as submitted . 4 . Communications : None 5 . :Public Hearings : Variance V L�-77 (Kutsch Enterprises) A request by Kutsch Enterprises, Inc . for a variance in street standards (subdivision) in the R-10, Single Family Residential zone at S . lti. 115th, north of Fairhaven (Wash . Co . Tax hiap 2S1 3DB, Tax Lots 200 , 300, and 400) A . Staff Report : Read by Laws B. Applicant 's Presentation : o Neil Peterson , project engineer, presented the pro- posal and exhibited a map which showed many of the concerns specified by staff in their report . o Gordon Kutsch , applicant , referred 10 Condit ion 5 and said he agreed with staff recommendation that: no play grounds, etc. be in the island area. C. Public Testimony : None i 4 l.tTNLTES f 'rIGAi:D PLANNING CO.MM11SSION t August 23, 3977 Page 2 D. Staff Recommendation : Staff rec vends approval tq vary the street standards requirements of e co e with the following conditions : 1 . The cul-de-sacs will have a minimum surface pavement of 18 feet in the turn-around area . 2. The applicant submit to she Planning Director for his approval a cross-sect a.Ona.3. drawing of the pro- posed entryway to the subdivision . 3 . That the sidewalks be five feet in width . 4 . All tree islands and cul-de--sac islands will be curbed with standard curb and guttOr section , L-Lt1j 4U F-^1(_J-V1Z4 n _.�.-tzeu� 'A.,1i.fLt",,Jz A "-J* n t U wtl k"n 04 4-jp 0"-1 d 0. 5. All islands are to be maintained in a natural state with no playground activities allowed on the island and a low maintenance landscape _plan be submitted for design review. 6 . All public improvements will be installed in accord- ance with recognized standards as established by the Tigard Public Works Department subject to vari- ance approval . E. Commission Discussion and Action : o Wood commented on variances and wondered about main- tenance between sidewalk and street . He recommended approval . o Sakata questioned developers about cul-de-sacs--are they one-way and what about directional signs? o Peterson responded that they were not designed yet . o Corliss, regarding foot traffic , agreed with appli- cant that. there wouldn 't be much . o Tepedino made a policy comment : Too much time doing review and re-review, too much time consumed . He asked staff to think how to save time in the future . o Popp asked for clarification on width of Genesis Street--is it to be 28 feet or 34 feat throughout . ntI MUTES TIQ'ARD PLANINIvG COMMISSION Aug;.,t 23, 11077 Parc 3 o Peterson stated it would. Le 28 feet only at the tree islands . n o Popp said all stipulations have been met . o Wood wants five .foot sidewalks for safe play . Wcod moved and TE edino seconded for approval based on ;rtaff fin i_nz5 and wit-b staff recommendations. The motion was approved by unanimous voice vote . 5 . 2 Variance V 10-77 (Kutsch ) A request by Kutsch Enterprises, Tnc. for a variance in set- back requirements (zoning ordinance) in the R--10, Single FRmily Residential zone from minimum 20 foot front ya.r. d set- back at S.W . 115th , north of Fairhaven (Wash . Co. Tax Map 2S1 3DB, Tax Lots 200, 300, and 400) A . Staff Report : Read by Laws B. Applicant ' s Presentation : Nell Peterson , project engineer , stated that he agreed with staff that only a variance was necessary for those lots having slope constraints or significant stand of trees would be lost . C. Public Testimony : None L . Staff Recommendation : Staff recommends approval with the following condition : 1. Where deemed necessary , variances to the front yard setback will be granted upon approval by the Plan- ning Director . E Commission Disc:ussJcn and Action - o Popp wondered if the Planning Commission would be granting blanket approval to the Planning Director p�_,;a:�NM CO�l�r' SSION -t 23, 1977 �( t 4 to approve a variance wherever he thought: necessary . o Laws answered that that was correct: . o Bolen explained that most of the va.ria.nces would be in areas having steep slopes . c� Bolen stated that approxima.t:e]y 1.5 t.o 20 percent of houses might require a. variance. o Peterson stated that he didn ' t think it, would be that high . o Tepedino asked staff if the P] annjng commission hadthe authority to delograte authority to the Planning Dixcctor. o Wood said that maybe the Planning Commis:;ai.on would be more confor;able to put st.a.ndards in the statemen . of authority to the Planning Director . He questioned Petersen as to what critiE�ri.a. there would, be regarding locating houses vis-a-vis `:lopes• o Peterson responded that it would depend on each !,J -ue . o Wood suggested making the three conditions of the. staff plus #4 , changes in slope, part. of the condi- tions under which variances were to be granted . Wood further stated that he thought it would be okay from a legal point of view to delegate authority if desires were reasonably stated by the Planning Com- mission . o Sa.kata asked if Planning Commission could legally delegate their authority. o Popp said he didn ' t know. o Bolen responded regarding; delegaIion of authority : there should be a condition attached. He suggested] us-, ng staff report as conditions . He thinks this project should have been a planned development and that is why there are some legK1 problems now. Woos" moved and Tepedino seconded for approval to dele-- gatc authority to the Planning Director to grant vari - ancEs to setback requirements in a R-30 zone and adopt R/17/77 t d STAFF REPORT AGENDA 5 .1 TIGARD PLANNING COb1MISSI0\ August 23, 1977 - 7 : 30 P.M. Fowler Junior High School - Lecture Room 10865 S.W . Walnut Street - Tigard, Oregon Docket : Variance V 9-77 c Request : For a variance . to the street standards (subdi.vi.si.on) in a R-10 zone , Single Family Residential Location : S .W . 115th, north of Fairhaven StrAet (Wash . Co . Tax Map 2S1 3DB, Tax Lots 200, 300 , and 400) Applicant : Kutsch Enterprises I . Findings : 1. The site is designated "Suburban Density Residential - three dwelling units per acre on Neighborhood Plan IIJ and zoned "R-10, Single Family Residential" . 2. On May 3, 1977, the PlanningC.ommi.t�sion a :> > d the re-- Iimi-nar lat�'or a 9B lotsu J . e>>.S c K TAr_ e o owYng condition:: : `\ ( 1) S.W. 115th be improved to City standards to its inter- section with S.W. Fonner Street . ( 3) Landscape and development plans for the greenway area be submitted for staff. approval . (4) A drainage plan be submitted for staff approval . (5) Application for variance be made to the Planning Com- mission regarding street standards . (6) The revised plat incorporate two play arevs outside the greenway area. 3. On June 21, 1977, the applicant (Kutsch Enterprises.) re- quested a clarification of Condition 2 by the planning Com- mission . After formal discussion between Lhe Commission and the applicant , Condition 2 was deleted as a. require- ment of the preliminary plat approval. . 4 . Section 17 .46 .020 of the Tigard Municipal Code authorizes the Planning Commission to grant a variance to the subdi- vision code, provided the Commission finds from the facts STAFF' REPORT AGENDA 5 . 1 TIGARD PLANNING COMMISS10N August 23, 1917 S'age 2 presented at the hearing all. of the following : ( 1) That there are special circumstances or conditions af- fecting the property which are unusual and peculiar to the lands or development of the project: involved as compared to other lands similarly situated . (2) That the variance sought is necessary and the minimum required for the preservation and protection of a substantial property interest of the petitioner to the degree that: extraordinary hardrhi.p would result: from strict compliance with the regulations of thins chapter applicable to the particular subdivision, major or miner partitioning involved . (3) That the granting of the variance will. not be detri- mental to the public health , safety or welfare, but will be consistent therewith and shall not: he injuri- ous to the rights of other property owners in the near vicinity nor constitute a departure from or be in vi.o•- lation of the comprehensive plan of the City of Tigard. (4) That the applicant ' s proposal for variance in a sub- division or major or minor land partitioning conforms to and is consistent with all. other regulatory re- quirements of this title and Ti.t:le 18 of this cede, that adequate provision is made for traffic circula- tion , recreation , open spaces , and similar factors, and that variance sough(; has been considered byother public agencies concerned with fire protection , Sewer, water, and other utilities, as well as environmental. factors, and the written comment, of such regulatory L,)dies as applicable is submitted as part: of the rec- ord . 5 . The a lir.:ant is re ues ari.anc:e to the, street st:aid-- ar s of the _suffdivision code to inel ud e� ie _T011 Jowi lip 117reedesign criteria: ( 1) The street surface pavement be reduced frons the re- quired 34 foot surface area to 28 feet (14 feet and 14 feet curb to curb) to acc-)mmodate landscape is- lands within the street right.-of-way . (2) Reduce cul-de-sac road surfacing minimum from 34 feet to 28 feet curb to curb , with parking on only one side of the cul-de-sa.c . '.'A i'l' REPORT 1�i''_:f.DA 5 . 1 i'ic:,ARD PL?,NNING CO".MISSION 23 . 1077 11;- f_ J F, ( 3) Sidewalks to meander instead of being built adjacent the property line . Surface area of the sidewalk to be reduced from five foot width to four feel: in width. Sidewalks to be located con only one side of the cul-- de-sac. ( .1 ) The street grades be increased from a maximum of 12 percent allowed for local. streets to a maximum of 1.5 percent , provided the 15 percent. grade will not exceed. 150 feet in length . 6 . Staff has contacted the Tualatin Rural Fire Protection Dis- trict regarding the proposed reduced street standards , .and they ,lave recommended the following minimum standards : ( 1 ) To provide for the necessary maneuvering area. of emergency vehicles, the cul -de-sacs should have an IS foot minimum road surface. ( 2) The entrance way to the subdivision be widened to ac- conimodate the turning radius of emergency equipment . 7 . Staff %yould suggest that the applicant ' s list of "Street Design Criteria" , Items 3, 11, and 13 be mods : i.ed to in- clude the additional .following language: ( 3) All tree islands and cul-de-sac islands will be c,lrbed with standard curb and gutter. section ( 11 ) All islands are to he maintained in a natural state with no playground activities allowed in the island and a low maintenance landscape_plan be submitted for design review .. _. ( I.) All public improvements will be installed in accord- ance with recognized standards as established by the Tigaad Public 'Yorks Department subject to variance appinova.1 `staff upon site inspection of the parcel has noted that there is approximately a three to four foot grade differ. - c�nce between proposed entryway and 11.5th Street . Staff can appreciate the applicant 's desire to p�'eserve the r.at.ural vegetation on the premises wherever possible, but we are concerned as to how the applicant proposes to deal %pith the slope difference at this; point and still preserve they trees within the landscape i ,.1 and . STAFF REPORT AGENDA 5. 1 T1GARD PLANNING COMMISSJM August 23, 1977 Page 4 9. Staff cannot find just4.f.ication or that a hardship exists for the applicant ' s proposal. to reduce the sidewalk width from five feet to four fe9t . II . Staff Recommendation : Staff recommends approval to vary the street standards require- ments of the code with the following conditions : 1 . The ciil-de-sacs will have a minimum surface pavement: of ]F feet in the turn-around area. 2 _ The applicant; submit to the Planning Diiector for his ap- proval a cross-sectional drawing of the proposed entryway to the subdivision. 3 . That the sidewalks be five feet in width. 4 . All tree islands and cul -de-sac islands will be curbed with standard curb and gut*e.r sEction ,w it, ►1o�.a p un, 4�j ftA, w�.b.►.el v�C.�n ♦fA.. w�7.� o{' ifu.. �J �`t�. 5 . All islands are to be maintained in a natural state with no playground activities alA' owed on the island and a low maintenance landscah, Alan be submitted for desi.gC�reV].eW. 6. All public improvements will be installed in accordance with recognized starda.rds as established by the Tigard Public Works Department to variance approval . mow.. AGENDA 5 . 1 T.IGARD PLtiNNING COMMISSION August 23, 1c)77 Page 3 .(3) Sid= lks to meander instead o.' ''ein 6 T built adjacent ��.,�the _ operty line. Surface ar of the sidewalk to bt--reduced from five foot width to four feet in width. Sidewx -k,-,,to be located on only onP side: of the cul- de--sac. -._. (4) Thereet grades be irftrea,sed om a maximum of 12 ✓ perr_ li t allowed for local si_r"tleft a maximum of 15 . � percent , provided the 15 percent. will not exrPEd 5Q feet in length . .-- 6 . ength .6 . Staf has contacted the Tualatin Rural Fire Protection Dis- .ao�'",1• rict regarding the proposed reduced street standards, and they have recommended the following minimum standards : ( 1) To provide for the necessary maneuvering area of emergency vehicles, the cul-de-sass should have an 18 foot minimum road surface , (2) The entrance way to the subdivision be widened to ac - ___ cornmodate the turning radius of emergency equipment. . I Staff would strgges at the applicant ' s list of tr Desi g'1 Criteria" , Items 3, 11 , and 13 be modified to i n-- lude the additional following language : (3 All tree islands and cul-de-sac islands will be 1VZZ�, AWG eA urbed with standard curb and gutter section P1pA' r�,r ] ] ) Al islands are to be maintained in a natural state it • 1l with o playgr. cund activities allowed in the island G0C�` � 0o and a w maintenance l.an lscave_ _Ilan be submitted for_desl review . —' ( 1.3) All public i cvernents will rA be installed 'in accord- Orl ante with recog ' zed standards as established by the Tigard Public Wor Department subject to variance a royal . — -- S . `staff upon site inspection of t parcel. has noted that there is approximately a three to our foot grade differ- ence between proposed entryway and 5th Street . Staff can appreciate the applicant 's desire preserve the natural vegetation on the premises where r possible, but we are concerned as to how the applicant p oposes to dQal With the slope difference at this point and till preserve the trees within the landscape island. SPECIAL SPECIFICATIONS FOR GENESIS SUBDIVI; ION 100 Scope of Project The Contractor shall furnish all labor, materials and equipment Necessary to install storm drains and sewer lines. The Contractor shall furnish all labor and equipment necessary to install water lines. The attached plans show the location and nature of the work to be performed. The order of work will be at the Contractor's option. The Contractor shall. take all reasonable precautions to protect existing structures and utilities either above or below ground. Existing underground pipe lines and utilities, where known, are shown on the plats. The Contractor shall request the various utility comranies to stake the location of their installations in the area of work to be done. Damage to auy structure either shewr. on the plans or staked in t_he field shall. be repaired at the Contractor's expense. Should the Contractor be authorized to make repairs when not responsible for damage, the cost of such repairs shall be paid for as an extra. The Owner reserves the right to make minor changes, should unforeseen conditions require Euch changes. Where work is on the unit price basis, the actual quantities occasioned by such changes will govern the Contractor's compensation, except as hereinbefore specified in connection with "reasonable limits". Ail work performed on this project shall be done by qualified personnel with all. governing codes and regulations adhered to. Dimensions shown on the plans for existing work are nominal, not precise. The Contractor is responsible to ascertain and/or confirm all dimensions pertinent to his work. The Contractor shall take reasonable precautions to protect established property pins. The Contractor shall be given a warning notice in writing by the Engineer when care is not being exercised. After notice has been given deductions in the amount of $100 per iron pin destroyed can be made If reasonable precautions are not implemented. The Engineer will se: grade stakes for Oe construction of the improvements, wherever necessary. Location of storm drainE and sewer lines will be established by means of offset stakes set at a minimum interval of twenty-five (25) feet. In all cases, it shall be the Contractor's responsibility to lay out the work from the offset stakes given and to transfer elevations from the offset stakes. All work shall meet City of Tigard Standards and Unified Sewerage Agency (USA) . The Contractor shall give the Engineer a minimum of 24 hours notice for all staffing. The Contractor shall give the City of Tigard and USA a minimum of 48 hours notice before comiencement of work. Spec. Specs. 1 700 Trench Excavation and Backfill 700-A. Trench Excavation and Backfill All trench excavation is unclassified. Tile trench shall be excavated to the lines and grades as shown on the plans and as staked in the field regardless of the material encountered. Allowance shall be made for granular material to be placed below the outside of the gravity sewer and storm drain pipe. The actual dept;► is as shown on the standard trench detail. Provision shall be made for dewatering the trench wherever required without damage to the adjacent property. Water shall be kept out of the trench and pipe until the backfill pipe zone is completed. When trenches cross lawns, garden areas, and areas where top soil needs to bre maintained remove the top soil to a depth of twelve (12) inches for the full width of the trench to be excavated. Stockpile the top soil to one tilde of the right-of-way such that mixing with the remaining excavated material will not occur. Replace top soil after backftlling the trench. /'seas that require top soil replacement shall be indicated on the plans. All bituminous pavement, concrete pavement, curbs and walks shall be saw cut. The pavement or concrete shall be disposed of by the Contractor off the site, unless otherwise approved by the Engineer. 700-A-1. Foundation Stabilization When material at the bottom of the trench is found to be unsuitable by the Engineer, the trench shall be overexcavated to the .line and grade established by the Engineer and shall be backfilled with an approved granular backfill. 700-A-2. Rigid Conduits Bedding and backfill for rigid conduits shall be installyd and constructed in conformance with the standard detail for rigid conduits. All rigid conduit shall extend a minimum of V-0 beyond the curb line. Conduit will be supplied by the Owner. 700-A-3. Pipe Zone The pipe zone shall be considered as extending from four (4) Inches below the sewer and storm drain pipe to four (4) to six (6) inches above the sewer and storm drain pipe. The material shall. be 3/4"-0 crushed rock for storm drain and 3/4"-0 crushed r ►ck for :unitary sewer pipe. The actual depth is as shown on the standard trench detail.. ?00-A-4. Type of Backfill Trench excavation and backfill will be divided into the following classifications for the purpose of payment . Spec. Specs. 2 Class C Backfill. Class C backfill will generally be limi'_ed to locations where tr,..nches are located outside of street right-of-way areas where prevention of subsequent trench settlement is not considered critical. Backfill above the pipe zone shall be native materials, the material shall be left in a mound or wind row above the trench to allow .for future settling. Class D Backfill. Class D backfill will gerkC!rally be limited to within all street right-of-ways where subsequent trench settlement must be held to a minimum; or in areas of rock excavation where sufficient quantities of adequate trench-side materials are not available. The backfill above the pipe zone shall be 2"-0 crushed rock. This selected backfill shall be placed under streets and other traveled areas as shown on the plans. The backfill shall be water settled by jetting so that no further settlement will occur. 700-A-5. Utility Line Marks The Contractor shall install a 2 x 4 piece of wood vertically at the end of sewer lines, and storm drain lines from the end of the line to a point a minimum of 12 inches above the ground line. The top six (6) inches of the 2 x 4 shall. be painted with the respective colors to mark the utility lines. More than one color maybe used if multiple lines exist in the same trench. Creen - Sanitary Sewer Laterals Depth to nearest 0.1. !;'hite - Storm Drain Laterals foot to be marked on 2 x 4. Paint will be supplied by the Owner. 700-A-6. Payment Payment for trench excavation and backfill shall be merged with the installation cost of utility lines, unless otherwise indicated. Foundation stabi�ization shall be paid by n change order. ;:pec. Specs. 3 800 Storm Drain 800-A. Specification The storm drain pipe shall conform to ASTM C14 Class 2, tongue and groove .joints or bell and spigot. Class 3 pipe shall be used in all locations where the top of the pipe is less than two (2) feet below finish street grade, unless concrete easement is specified. Storm drain pipe shall be ASTM C76 Cuss 3 for all pipe 18 inches in diameter or larger. 800-B. Trench Excavation and Backfill All trench excavation and bacf.fill shall be in accordance wlrh Section 700. 800-13-1. Storm Drain Laterals The ends of all storm drain laterals shall be marked as specified in Section 700. The ends of the laterals shall not be covered until the Engineer has taken field elevation readings. 800-C. Line and Grade The pipe shall be .laid to a true line and grade as shown, or as established by the Engineer, so that each joint is firmly in place. The pipe shall be firmly bedded in the excavated trench and backfill material.. 800-D. Pa menty Payment for storm drain pipe installation shall be made for each linear foot installed. Payment will constitute full payment for furnishing and placing drain pipe, excavation and backfill material. Payment will. not he made until the City of Tigard Engineering Dept. has inspected the storm drain pipe and has found the pipe acceptable to their standards. Spec. Specs. 4 s... V� AM 1100 Gravity Sewer Line 1100-A. Specification The gravity sewer pipe shall be either Portland Cement sanitary sewer pipe meeting ASTM C14 extra strength requirements, asbestos cement sanitar} sewer pipe ASTM C428 Class 1 or 2, or cast iron pipe conforming to AWWA C106 or 0108, or Ductile Iron Pipe conforming to AWWA 0151. The pipe shall be jointed with rubber gaskets conforming to ASTM C443 for concrete sewer pipe, ASTM 1869 for asbestos cement pipe, and ANSI A21.11 for cast iron or ductile iron. The pipe shall be free from cracks, ships of other blemishes. All pipe shall be pretested at the factory at a pressure of 600 psi. 1100-8. Trench Excavation and p,ickfill All trench excavation and backfill shall be in accordance with Section 700. 100-C. Line and Grade The pipe shall be laid tj a true line and grade so that each joint is firmly in place allowing no foreign material to enter the pipe. The pipe shall. be firmly bedded in the pipe zone backfill material to insure no horizontal or vertical movemont after laying. After backfilling has been completed, all sanitary sews- pipe shall be thoroughly cleaned. Materials cleaned from the sewer lines shall not be flushed into pump stations or treatment facilities. All sanitary sewer pipe shall be air tested or hydrostatic tested for leakage in accordance with Section 1100-D. All sections of the sanitary sewer gravity line must pass the leakage test before acceptance. Deflection dura to backfill loads shall not exceed 4% in place. 1100-D. Testing Gravies Sewer Pipe 1100-P-1. Plugging_of Tee s,_ Stubs, and Service Connections Plmg all wyes, tees, stubs, and service connections with gasketed caps or plugs securely fastened or blocked to withstand the internal tear- pressure. Such plugs or caps shall be removable and their removR1 shall provide a socket suitable for making a flexible jcint laterel connection or extension. 1100-D-2. Testing Equipment and Procedure Furnish all necessary testing equipment and perform the tests in a manner satisfactory to the Engineer. Any arrangement of testing equipment which will provide observabl: and accurate measurements of either air or water leakage undFr the specified conditions will be permitted. Spec. Specs. 5 b 1100-D-3. Time of Testing Testing of sections of the constructed sanitary sewer for acceptance *� will not be performed until. all service connections, manholes and backfilling is completed between the stations to be tested. 1.100--D-4. Subse ueTit failure infiltration of ground water in an amount greater than herein specified, following a successful. hydrostatic or air test as specified, shall be considered as Evidence ,:hat the original test was in error or that subsequent failure of the pipe line occurred. The Contractor, in contracting to do this work, agrees that the leakage allowance, as indicated, herein, are fair and practical . 1100-D--5. }�drostatic Testi a Pipe and icirt leakage shall be less than 0.4 gallon per hour per inch diameter per 100 feet when field tested by exfiltration methods . The hydrostatic head for test purposes shall_ exceed the maximum estimated ground water level in the section being tested by at least 12 inches. 1100-D-6. Air Test The Contractor shall supply all equipment necessary to conduct the air test in accordance with drawing 1100-E-3. All test gauges shall he calibrated with a record of the calibration supplied to the Engineer +ipon request. 1100-E. Payment Payment for gravity sewer pipe shall be made per lineal foot as per bid item. The amount bid shall be considered to cover the cost of all Iabor. , materials, and equipment required to construct and test the gravity sewer pipe, including sewer service tee's or wye's as shown on the plans and as specified herein. The Engineer reserves the right to withhold payment on the pipe until the pipe has successfully passed the l.enkn ge test and until. the City of Tigard 6.i.gineering Department has inspected the sanitary sewer and has found the pipe'acceptable. to their standards. Spec. Specs. 6 1200 Cleanouts 1200-A. Specifications Sewer cleanouts are to be constructed in accordance with the 1-etail.s shown, and shall conform to material specification ASTM A-48, moray Cast Iron, Class AB. 1200-B. Backfill The backfill. around the cleanouts shall be equal to the highest class of backfill adjacent to the cleanouts. 1200-C. Payment Payment for cleanout surface box shall be per unit installed and shall include all material anul Gabor required for furnishing and placing. Spec. Specs. 7 1300 Sewer Service Connections 1300-A. Specification The sewer service connection shall. conform to the specifications of the gravity sewer pipe specified herein. The backfill shall be of the same specification as the sewer line. 1300-B. Line and Gtade The sewer service connection shall be installed on a minimum slope of � inch per foot of length unless otherwise indicated and shall be installed on a true line and gram. The ends of all sanitary service laterals shall be marked as specified in Section 700. Ehe ends of the laterals shall not be covered until the Engineer has taken field elevation readings. 1300-C. Payment Payment for gravity sewer service connection shall be made on a per lineal foot as per hid item. The amount bid shall be considered to cover all materials, labor and equpmeat needed to install the sewer service pipe excluding sewer service Y's. The amount shall include all plugs required to be installed. Spec. Specs. 8 1500 New Manhole Construction 1500-A. Specification The base rock shall be clean compacted 12 inch depth 3/4-0 crushed rock uniformly graded. The concrete for the manhole base shall not be less than 3000 psi at 28 days. The precast manhole sections shall be a minimum of 48" in diameter conforming to ASTM C-478. The cone section mu�,t be offset. Manholes less than 5 feet deep shall have a flat 10" top slab designed for H-20 loading. Only keylock joints are acceptable and must be sealed together with non- shrink mortar or an approved equal on sanitary sewer manholes. After all joints have been mortared the entire surface shall be cold fur coated with a thickness not less than 1/16 inch. Only keylock joints are acceptable on storm drain manholes and may be grouted together with non-shrink mortar. Manhole frames and covers shall be cast iron conforming to ASTM A-48. All covers shall be true and shall seat within the frame at all Points. All frames and covers shall be free from porosity, ;;llrinkage cavities or other defect<< that woulA impair serviceability. All manhole frames and covers not within street right-of-way shall have water tight frames and covers. All manholes located within sidewalk areas shall have tamper proof covers. 1500-B. Manhole Invert All edges shall be smooth to insure an unobstructed flow through the manhole. Where a full section of pipe i.n laid through a manhole or where a new manhole is constructed over an existing sewer line the top of the section of pipe shall be broken nuL and the exposed edges of the pipe shall be covered completely with mortar u, a smooth finish. 1500-B-1. Final Ad ustment Final adjustment of manhole frames within the street section will be made by the paving contractor. The manhole frame shall be set at the elevation as directed by the Engineer. 1500-13-•2. Manhole Testing When, in the judgement of the Engineer, leaks or defective workmanship Is suspected, up to 20 percent of the total project manholes shalt be hydrostatically tested. The test shall consist of pliigging all. inlets and outlets in the manhole to be tested and filling the manhole to the height determined by the Engineer. Leakage in each manhole shall not exceed 0.2 gallons per hour per foot of head above the invert. A manhole maybe filled 6 hours prior to the time of testing, to permit absorptioo into the walls to take place. If the manhole or manholes required to be tested by the Engineer do not pass the leakage test, repairs shall be made and retesting shall he performed until an acceptable test has been accomplished. For every mann- a that fails to meet the leakage test, the Contractor shall test two (2) more manholes at his expense. The choice of manholes shall be the Engineer's decision. Spec. SQPc�,, 9 150J-C. Payment Manholes shall be paid for on a per unit installed bas's which shall include all k,►rk necessary to construct manholes included in the contract documents. 'testing of manholes ahll be on a per to t basis. Payment shall be limited to rests that the Engineer authorizes. Additional. tests that the Contractor must perform due to test failures are at the Contractor's expense. Spec. Specs. 10 CASH BOND ESCROW AGREE,,:,NT THIS AGREEtiMM, made this day of betwen the CITY OF TIGARD, herei'na�ter termed the ►► ITY►►, and -]'�"SC-" ' "� �;`��-�e.�.._�� hereinafter termed the "PR.iP1�++; and termed + hereinafter e ssoc ation . "" W I T N E S S E T H ??REAS, the Principal has heretofore executed a Subdivision Compliance Agreement, with respect to the development, construction and improvement of a esidentia subdivision,ion within the City kno,,vn as _ I- IB ipt o, a copy of said agreement together w t a par�-icular le ald ' escrn of said lands being attached hereto and by reference made a part hereof: and i'MEREAS, the Principal has proposed to the City that there be entrusted to the Bank the stun of `;. / zOgpg0.'' as a cash performance bond to assure tie City- tTiat--a-71 City-mat--a-71 'req.7remen s o said Subdivision Compliance Arreemen, shall be properly and timely performed and to assure that the costs thereof shall be timely paid and all requirements thereof met; and ff EREAS, the Bank has agreed to take title to and held in a trust capacity the sum of jC ``5' and hereby acknowledges custody thereof to e held pursuant to Tbe terms and provisions of said Subdivici.on Compliance A-reement as hereto attached, and it is desired hereby to set forth and define the conditions applicable to said bond. NOWv THEREFORE, if the Principal shall faithfully observe and timely comply with all requirements of said Subdivision Compliance Agreement and all ordinances and rei7alations applicable to said sub- division, and if the Principal shall well and truly perform all matters and things undertaken thereby and hereby to be performad and shall promptly make payment to all persons supplyin,; labor or material for any prosecution of the work, and if the Principal shall not permit any lien or claim to be filed or prosecuted against the City on account of any labor or material furnished, and if t-,e Principal shall pro tl pay all contributions or amounts due the State Industrial Accideent 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. 910 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 ta,,es at source, then upon full completion of all worl: and the furnishing of evidence satisfactory to the City that all requirements hereof have been fulfilled, and if the Principal shall execute and deliver to the City the Maintenance Bond described in said Subdivision Compliance Apreement, then the Bank shall thereupon release to the Principal the said cash fond deposit: PROVIDED, however, that the obli,Tations hereof shall not appl, to any money loaned or advanced to the Principal or to any subcontractor Page 2 - Cash Bond scL°cT;r Ar-reement or other person in the performance of any s.ach -,fork tidiet,;,r spec.: fically provided for by =--tract or others,;ise, IF, however, the Principal shall fail to literally comply v;►i th 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 to have said work performed or the requirempnts of the Subdivision Compliance Agreement brought into conformitiy w:.th the term, tizereof and with the City's ordinances and regulations, and the City shat" be, And it is hereby, authorized to charge the same a ainst the encrusted cash deposit and the Bank agrees to pay therefrom all amounts certified by the City to be chargeable thereto. Nothing herein con- tained shall be construed to constitute acceptance by 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 wer.•o constructed. Further, tY,4 City be, and it is hereby, authorized in addition to the fore,-,o,.nFr, in the event of such default on the part of the Principal to char.-e against said funds all costs incurred by -the City including; Attorney's fees in exacting compliance therewith or herewith, and the Ban', agrees to disburse said funds for said purposes upon certification theroof by the City. Upon fulfillment of the foreGoinp in ae-our°dance with th( terms and provisions hereof, the City agrees to furnish a certificate ofrelease �)f_ sa]d deposit or such po tioris thereof as shall remain after fLllfill- raer.t of the requirements hereof. Iii ',FITNESS %HEnEOF, the City, tinder e-thority of resolution of its Ci ; Council. has cauved this cgreement to be executed by its Mayor and C::ty kecorder, and th? Prin.cipai and the Bank have affixed their corporate signatures on the day and year first hereinabove written. CITY: _ CIT'' _,:)F TIGARD, OREGON By: �iaynr by: Recorder �_ Par to - Cash Bone. Escro-.:v Af;reement PRINCIPAL: KL-t �ei, pri_;,ic (Attached Corporate By; Ac!:rowledament, here. ) By: By: By:—...— BANK y.--BANK -(ASSOCIATION) : By: .___ SUBDIVISTON PERFORMANCE BUNT) Bond No,, l KNOW ALL MEN BY THESE PRESENTF, that we w �. .1. as r nc pT and q corporation duly au or ze o con uta general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality o'" the State of Oregon, hereinafter called the Obligee, in the sum of S / - lawful money of the United Stptes of America, for the payment o"'_ which we. as Pripcipal, and da Surety, jointly anu severally bind ourselves, our successors and assigns firmly by these present, THE CONDITIONS OF THIS BOND AND OBLIGATIO�N IS SUCH, that the Principals are platting G,�N!E SI�,__(lc� b�I subdivision located in the C o gaard, eb g n,, and entering into a subdivision compliance agreement with the Obiigee herein, and upon acceptance of said plat aad compliance agreement, the Principals shall make all Improveme:sts required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof, NOW, THER?FORE, if the Principal herein shall faithfully and truly observe and comply elth the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under sold agreement and shall promptly make pay- ments to all persons auppl.ying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecution-d against the Obligee. then this obligation shall be void. otherwise to remain in full force and effect, In the event of quit 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 stall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREvr, the parties hereto hate caused this bond to be executed this day of , 19_. By: — s seal name n corporation) `�— By: �.aea1Z By' —..---�seal� By .__._.._—_PF; ea= (Corporation acknowledgement of corporate principal and a true u y copy of tl•t, Power of Attorney must be attached to the original of this bond. ) A'ftomey- n- ac a �W �( �� Form No,. 1971. - 1 A t.:i'f Y 0 I'I(,AFtD COMPUTNrION SHEET -t�OJECT NAME �I�' E- `�' "�Le�l PROJECT N0. ._.---- - (I) PROJECT FEE (City ord. 68-48, Sec. 10, Par. "11' Lq p D„ o)Total estimated Improvement coot .. ... 6 I1�L r. b) Less son. sewer est. const cost. ........ .. 4 _._s ? ' Po Adjusted improveme"nt cost .......... ... ... I rwbtote111 )5 3G.2'_ c) .015X 'sublotol (2) SEWER FEE (U.S.A. res. 70-12,Sec.9, Par. Will: �)Sewer plan check fee 13 Inspection fee , Earl 10.00 X (no. of lots) 2) 4 100.00 min. O b) Permit fee A connection charge paid• • • • •• ••• • ••• • • M r,) Sewer district contract surcharge paid .......... ... ...C3 (3) STREET LIOHT!NO FEE : o) P.O.E. lighting schedtt!r. __. -- b) Mthly rate option. . ..... no.—.-- type o.. .wtype of light lumens 41 / RtD ��.x R��K�^�"TII (mthly rate) (n0-W. lights) typeofpole ef�"_ th y rate) (no of lights) 14 Iyr. = 12 mth's (subtotal) --- --- 2yr 24mMe45 3G (s 14- ubt;iul)X(no.of rnfhe) (4) SIGN FEE (Itotn t-instatlatIon) (pr ,gn) (no of sign) STOP r _ .. X . a ii --- RESTRICT. OCCUPANCY _x STREET SIGN _ . . _X COMB.STOP/ST.NAME _7. r. -._X 3 s 1 JL4 NO PARKING 4 X r- _x � 'm _tscl type) 14' - —_ RECEIPT NO DATE PAID ___._1--1_-._—• g4 check ' GRAND TOTAL $t ra4me.y wwAd's ,ash M money order 0 Insert: sewer,strest,-.r5."e )i^n 27..90 3.00 G,Vt so 14.20 7,45 lecs 'et�� S(e5cl.' IisjG,,,. 120 K --4 'X19 — .s. IJovy� eve, G�,45 rFNESTS UTILITY CONTRACTOPS: TELCON W/JOHN MILLER (TIGARD WATER DTPTRICT) (639-2591) ALOHA CONTR. INCORP. 17535 S.W. Tualatin Hz g Aloha, Ore 649-5658 RRIAN MORRISON INCORP. 557 Birchwood Terrace fl"..Gboro, Oreg 648-4985 DALE'S SAND & r;RA1,F_L INC013'. (Lor,.,) 18600 .3.W. Pcze. HWY Sherwood, ( re 639-7535 P GRI*ffTT EXCAVATING 1021 EZm Forest Grove, ire 357-3764 0 KEARNEY BROS. CONST. CO. 18055 S.W.Loner Boones Tigard, OY,, 639-0661 Lord Bras & Bunyard B Pettit have not &.)ne work for Tigan] Water District in last 8 years (+) - not recomended by John MiZZer. LORD BROS. CONSTRUCTION INC.. 437 N. Colwnbia Rlvd. Portland, Ore 285-4591 I') BUNYARD & PETTI7' �, 1" , N A 7530 N.E. Glisam Portland, Ore 254-9978I4 ,G 761-2692 630-4779 � . n . � '/qY�i l� t^X MSM � '�1n,ttvM N1�r�H r-e.,�ew�.d� 11 z G,J . 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IN (WEST) 247. 10 j I I.E. 114 (SC7UTH) 247. 1') I COVER 255.94 I `" ► z I I I N i ^U I I I 259.5 -- ---- - -259.5 259.0 - ----- - _ �__._ _ -- -- - — 259.0 258.5 - 258.5 W u Q � U u W � Lno N c� 0 o Lo 0 L + + ♦ �} ♦ 36" FIR ♦ -F L!+ + '� v 0 0 0 OQ 0 O 0a S 89023, E _ II GENESIS 20" FIR I a to co a) N Q _ N 00 Q N 00 00 - 00 C6 Ln U-) L0 � L0 u Lo L0 N N N N N N N N f I ' SAVE IF' POSSIBLE 48" FIR -� \„ FA'_E OF CURt3111111" 24' ASH (TYPICAL) , ' In �� 016" FIR • law*, MVbT ' RAxg'm TN co l . f. Etl►CI'>, �1 12 FIR C�►R•® p 1 ' x 0 CONSTRUCT smw GF tsl' 0 N r RETAINING V�ALL N Q 12�� FIR t �� o++ � 12 ASH C 1 �1 s _ N 75 4220 E O 0 GENESIS ALE : I� k 12" FIR ! 12" ASHGR4DE 3.9X DOWN• SC 1 - 5 N N ISL ND 1N O / 16" ASH N FACE OF CL4;I8 (TYPICAL) MORTARED STONE a 00 F\j ISLAND 0 r 262.5 262.5 STD CURB --� -- 262.0 - 262.0 " S '7,90 0 Lo O co Lo O In 3 ' 'n N r� I• �t- 7�,EE ,l Sl..A1J�'J 1 T �lCA1. Sgt IoU 2 `� W + + N + r+ r+ ♦ ,� `ROCEDURE �6.�? 1 • eA�Ks r� � -- �_� � a 40,4 41 C 'rl`t�� 1. ESTABLISH ISLAM CON';F70L POINT. . N w'r G 'v V eRESIGHT PT 2. SC�-E BEARING & D I SY ANCE OFF THIS DWG. TC ISLAND, i TREES AND COMPARE WITH ACTUAL. WORK THIS DWG WITH DWG 18" FI ti A. IF WITHIN 2 FT. A6TUAL, PROCEED TO LAYOUT ISLAND, N N O 0�) " FIR v► N (1 ) WITH TRANSIT AT ISLAND CONTROL POINT SCALE BEARING 6 N N M N Q — D I STANCE TO CHOSEN OFFSET. ( I.E. PLANE TA13LE LAYOUT) N nJ N N nj (V njt11 (2) CDTAIN T.O.C. USING SCALED DISTANCE PERPE I`C1LAR Tb (D lO CO (a7 CO 1Co CD S`fREET OR CUL-DE-SAC CONTROL LIPS AND KNOWN CROWN SL('PES. N N N N N N I B. IF NOT' WITHIN 2 FT. IMMEDIATELY CALL DEVCO ENGINEERING (757-8991 ) FOR IN&TRUCTIONS. I I 'SLAN 'D i 1RO DRAWN BY S.GROVE 7294 , SCALED DETAIL OF CHECKED BY R.P.L. r Fr,A �4 ISLANDS 1: , 1I ,III. DRAWING NO . ___ D E'YCO E N 011YEERI N G PROJECT NO. 76-7 I t:3r 1 ) NO. DAT OESCRI 710N OF REVISIONmmm"W ___._._ BY Awmm� .,.... .� • i r[Ir'�IIIIIFIII'I1I11i�lle�ltll'1�1�1�11� �l�II111�1[ (I�1��9 (I�i I �II1�111�11 III1�11 III[IIIII�I�r��IIIIIIIII111I111�IIllllllllllllll�lll�IIIIIIIIIII`tll10 NOTE: IF 'THIS MICROFILMED ltlllllllllllllllllll�lel�11 � ' I I I 12 �" '' [ ? 3'� —'— 5 DRAWING IS LESS CLEAR THAN " THIS NOTICT"--IT IS DUE TO QUALITY OF THE ORIGINAL .._ .,.�✓'6RAWING. OE 62 9Z &Z 9Z SZ 0? EZ ZZ Iz OZ 61 91 LI 91 SI b1 EI ZI 11 01 6 9 L 9 S b E �e!I�UUIIIIll if11111U11111Illitc,fill 111111111111111111111111414#41da Ill IIIIIj ltl[M1t�I111�Nll�lllt�lNIIIIIIIINI�IM�WNlW�l111�I111�II11�1111�IIII�IIII�IWIHW1111111I�1U�l�ll1)IIIl1�IIIIU�U�1111 `, - JULY 2 1994 )( r,�,,,,,,,,,,,,,,,.. �,,, �,,.••... �r —•—•�,,._._�.• -�;¢,iF -ra. y;. .'"�"�` �_ �..... rnr -tri !�""��! -,,-,......_.r.�..,•_. ._ _.. _... _...,,,,,,,�,.. _ .�,..�,,,,,�, �..,.- ._. ... ,. - _,,,�-_--_.... . . .,_., _............ ., . . .a;.'..,, awe :tiri.�.e•,�.-.�,,,,«+f.;,,. - — - '"•�.-. ..-.,. 'r2o 6x-, r- r� � VKI i s I�� 245.4 245.0 245.0 f � � i 244.0 _ 244.0 / l � '• . 243.8 STA N DA R P MOVNL SLE u Re CURB FACE SCI.ID LINES TO BE PAINTED ON SCALE 111" 1 (TYPICAL ) / i-� PAVEMENT (TYPIC �WHERE SHOWN) 0 i / •---- 16" FIR G. t �r PARKING STALLS J«'b 20" FIR 1619 FIR 0p �'ll 10" FIR 8+, FIR 12" FI ( ' '(P�/ib 4" P.V.C. DRAIN \ -- - - - / c + 2411 F I R j /� El J ^ cn ` \.1J 1 N N did MEANDERING SIDEWALK .•-' Go' FIR ��• ;.' � + T N Z IrY' EXACT LOCATION TO 8E n INAL WIDTH .,•�: ~,^ N14 '� u � _+ I 1 _ STAKED IN FIELD � M 33'W" � TVENUS EUI= DE S,,E-+NOVA--Et* •8'E- -- - - - - f-44-4 ( 3 z DOWN S 15xr `, 50' V.C. ,�l u a 10" TO 20" FIR CUL--DE- GRADE"' x -- — . N I W I 1 i ff) / l0 'Cr / 00 CR. Q cU / A M 16a �. \ 26" FIR ;I- N / CV Lb / u It > N SCALE : 11� = 51 / 8" MAPLE,do / ' T Cyb noWAL Sr")bAItp MgVJ CURB FACE / / ( ds><,/ � �Ad (TYPICAL) � SOLID LINES TO BE PAINTED ON PAVEMENT (TYPICAL WHERE SHOWN) NOMINAL ISLAND RADIUS PROCEDURE 1. ESTABL I SH ISLAND CONTROL POINT. ISLAND V 2. SCALE BEARING 6 DISTANCE OFF THIS DWG. TO ISLAND 7 ISLAND, TREES AND COMPARE WITH ACTUAL. A„ IF WITHIN 2 FT. OF ACTUAL. PROCEED TO LAYOUT ISLAND. r, (1 ) WITH TRANSIT AT ISLAND CONTROL_ POINT SCALE BEARING 6 DISTANCE TO CHOSEN OFFSET. ( I.E. PLANE TABLE LAYOUT) O (2) OBTAIN T.O.C. USING SCALIED DISTANCE a) ALL FLEVATIOIJS SHOWN ARE AT SURFACE OF FINISH PERPENDICULAR TO STREET OR CUL-DE-SAC + r CUL-DE-SALE STREET BEFORE ISLANDS ARE ADDED. CONTROL. LINE AND KNOWN CROWN SLOPES. ++x++ B. IF NOT WITHIN 2 FT. IMMEDIATELY CALL DEVCO DISTANCE PERPENDICULAR ENGINF:EP.IN& (757-899t) FOR INSTRUCTIONS. ISLAND CONTROL POINT nZn ' FROM (� CUL-DE-SAC TO aK TO ANY POINT FACE OF ISLAND CURB ON INTERIOR OR, AT PARKING, NOMINAL N N42033 W CUL-DE--SAC PING' ISLAND RADIUS. VERTICAL PROF I L-r VENUS CUL-DE-SAC WORK THIS DWG WITH DWG drL/014A1. _—�� DOWN 5 -7.9x sT� ARA CUL-DE--SAC GRADE0 MOUW'CAba -"x"( .0227)0227) + (x - Z)( .04) - CONTROL ELEV. 04001pl0m CURB 1 /— wW .. 24 ' FIR r ;. VARIABLE � O 4.0% STA IJOAILLl+ � 20" F I R VERTICAL CONTROL ELEV, _ ``--_>� '11 CURB CURB FACE tin „x" ( .C227) 2.27% � .-_ PH✓F�X- rn, DRAWN BY 5-= O� _ GENESIS 4i 72Da T�� R.P.L. ------------- ._._ti .,+ w cN�� ami- IoM, r r - _ - SCALED DETAIL. OF CHECKED BY -._ -----_. P TYPICAL SECTION THRU ISLAND W/ PARKING � '��'��• ' ...J,.�, w,�t.h ,.�i r,., , co 4,tc,,,1,"sa) ISLAND , y Or, GON / ^ 2� a ��„C« A,C.(��*�� I�L�•� Z�q aa. %� - -- -- -- — ISLANDS IV, Ejl� DRAWING N0. 4 Il.l NOT TO SCALE `,06'5' , ALL ri bb � W-c co.64a�,�'oa�t. \ �.. I r I04 C. UE YGn s:'.YG/NE g1NGPROJECT NO. 76-7 - NO. LATA DESCRIPTION OF REVISION BY 1 `�',� .....+....,,•: I I � r,-�f)It t11�11M�A-_yIl..t_ltl tltllll- Illlr�l Illltllltllllll 1111111 1111111 III..I111 III__I. 111 111.1.fI111111111 IIIIII.I_�.1.11'III �._.-... __..^.—..,. ___. ..,.. a , . �PIq I(111111 1111111'1(i111r lll 1 2 3 __._.. 5 � 7 8 8 10 I I 12 _ NOTE: IF THIS MICROFILMED DRAWING 1S LESS CLEAR THAN THIS NOT IC&v-IT 15 DUE TO SHE QUALITY OF THE ORIGINAL __ DRAWING. �E 62 tI2 LZ »2 S2 f7 EZ 22 12 02 61 LII t1 -91 Ill VI EI 21 ^11 01 _._6 _ - 9 t 9 - 5I-•--J-�- b t':.• Z 1�•"" / �- iH(1111111111111111111111U111111111111111�1IIIGNIIIIi11t1111U1111111�111111nIIt�illllllll111111111111IIIIItlli11111111111t1111111111 IIINf�in111111111r1,11u1111�11►1iu11bn{I11Hl1�YBiiQH111f1111,1111111111NIlIIILIluI1Hf�111uuliu11111II 111111u11u11u�lhllt - JULY 2 1992.. ti. cr 1 ± t - LIPui ! N Li J ca i fr I i J W LLj 3 I v 2Ir rr 2U •w Q C) U rili c z ul x V All i 1 U OI q C, f I z i IS s I N fr? 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ALLJ :r 0, i� , U fji cn L, v4 4 R 0. LL w fr wrl C/I ul 0 (n i co fl) ci a) LIJ cr V. C3 cn w !U C) L) I m -j kl� 3. U) C) a: cr w U. $-- AWN 0 ul V) cn LU o Z) wd s4 0 Z Nul <a / CROSSWALK ON GENESIS SCALE : C = -40' J � � 1 P rILE TAKEN ALONG THIS INE. I I J � •`�A I � 11 c C � 54a 3c) / L CL b, s o R Z X31•Ta S1E ' 31 a 5 i oI _ ---y k�y1 S 89'23' E 20 - - s.•l - -_I I BEGIN _ 0+ - -- -- GENESIS t T) 20' STA. 0+00 t` J l i 52�T E ASEP'ENT I PROFILE TAKEN ALONG THIS LINE. t -- - P/L I R/W R/W F ti N K 3 X In W (D _ 4k•E97,� ____.e_.._.___ �115_t t 'M'S NO �'a':) NID30 HInM ,aa'o4 �ZWV) V a. 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CATCH BASIN 2+81.16 P.I. 0+42'D 0+23.22 LT 21.35 (VENUS) 255.3+ < SEE DETAIL 'A' 1 n 0+17_©.V _.. 55,90 CC)NSTRUC'► STD CATCH BASIN 2 3+20.02 rp� I.E. IN 251.00 .•-�� 0+17 B.V.C. I 255.90– #' o CONSTRUCT+65. 2 STD CATCH BASF 3165,42 ---_-__—✓ P.(, Ot42 '1 < I.C. OUT 252.00 255.34 n LnN to 1 v r II Or67 E.V C. �56 7 p n c + (i 1+01.60 1 SL ANU V 1 1 CON7 POINT 257.55 > i m N V � 1y yN1 N N O A. t N O Yl (Az D r \�� -41 j, r�R � �l1 r 1 "• of Q / i O � ♦ ,JJ �Jae. c� •>- _ '0 Qtl -�._-_— �.� � �� • t ��,d /�•-. t71J LB 1, . ,k ,i/r`•�-jam pt � 17 , r ,0 J r« r1 � S W. 116TH STREE �. �� -- •Aoobo �I°0000 laoo InOlw.-' . I N M•6L'W 311160as ' - •IOOaO x `/' loom f q / � �"Oe .. -� �. Food 3, n '• � ✓ O o 940 10 �,1d IOIIGC 1, 0 p,IIa �o \ V1 Z _ fit' 1~o•q• �� .__ %/ �� ./ Moo f Am 45 t ��p r a `, e OIL +oma ti a ,• �\ �yxao �-.,.i �; .Ate l' ✓0'� I • 1MIIII0 1.00fA .e % 7 Iona IIAO' OsoWM s n i rf M� L'G AbAWO',I ro, Ion OW r MpRpgri l� 70, --•fer' r. --11800 qMD 79AD, we "Co p� (r , bo0 1 waso to- �'riowe 1x�(f16 \ �nl q -- - --- — - --,—.-_ - -- - - _. �t �-� {-� DRAWN BY S.GROV E TAP INTO EXISTIr`IC, 1:)MSTRUCT 30 f=T• OF `/ _ �� GtN6" Q'.� I 8" 5.5. AS DIRECTED '' 2X 4J w 7294 ,P � - CHECKED BY R. P. L r SANITARY SEWER BY FIELD ENGINEER � P ORECOt7 p� 1 3I ) i l 2 -y� ,IP1ti — VENUS & r40VA DRAWING NO. 5 ;��4. - : � 51. (• PELF A 11/15/77 CITY OF TIGARD a U.S.A. COMMENTS J,D.B. 9 E Y C J j'!Y G/ JvE E R/,,v Sy. N0. DATE DESCRIPTION OF REVISION BY PROJECT NO. 76-7 o� I � . � . t � � / F \ J J / / - - CENTERLINE ,� � GROUND PL PROPERTY LINE O MANHOLE NEW �) — 0 / / CURB INSIDE FACE le % MANHOLE OLD 1 ' Imo' J I i ---e" s -- SANITARY SEWER NEW cO CLEANOUT NF•W �� I \ / t � -- -- -s" s -- SANITARY SEWER OLD `c CLEANOUT OLD 3 m r / - 5' 1 /' SEWER SERVICE LATERAL ® 0 CATCH BASINS o i \4. _/ ) / SEWER IY' ' � O VALVE BOX ^t + DUCTILE �WNU� �� I � ' J -_11 s" w --- WATER NEW - REDUCER N + o . _ SIDE _ I \ i-" RpN SEMIER ° � / / \ 8 rV i / ,. \ . _ _ - - - - _ _ // ►` / In / ? --s" w — WATER OLD -� CAP .S. / _ / N / • �� ti �` ` - -' - •:- �. 5 N 42°33' Wto 454-' / E t%' ��' h ` I /� WATER SERVICE - 1>Q GAT'' .',�- In 5 (T----`.-- I H 4a D k -4 _ 8 S.S. B S.5. C 5 ,\22 ` - _ 1Y" 9Q— STORM DRAIN Nt_W -- I-- TEE ICAC -- f3°` - -I�` �5 - --- S 44 43 , 5 i, _ STORM DRAIN � �D �� 5IDE P/L) _----- ss° O f; ,' , N i + 1 _ - -— - - --- N a I 2 B co DUCTILE IRON SI �� ,\ 3v / 1a \-1 ^ ti /- -r--T- - -, A . 1 J — — —12" so-- --+f CROSS W m DE SEWEF � / 1C - - - - - - - I I u 5 �� / - 4 �3.�9 /11 ,_ - \ / / /' /i 4A� GAS `- 90° BEND o I < �/ La-� '� �I° '� 10' (TYPICAL a1 \3 \� 1\I' , , '/ / POWER— UNDERGROUND POWER )�— FIRE HYDRANT > f o / � I -f 0•/ -_� FRONT P,'L) I I \ 1 A / 0 . n o ( - �, Q TRANSFORMER �- THRUST BLOCK .mndaoe / • - -- 1 �n� � / pY '�✓\,� h I 3 \I I ` _ _ r -0• PHONE OR POWER PULE � TREE OR BUSH I � O u ,)� 1 J I n1 .� _ ' m r f w X41 l` J ID 1 N 1� L z �/� I y I �� Q_� . ,D �!� ALL SANITARY SEWER CONSTRUCTION TO MEET CITY OF TIGARD AND UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY REGULATIONS. NOTE: SIDE SEWERS SHALL EXTEND 10' ` r BEYOND FRONT PROPERTY LINES S L A L E • 111 ` 101 VE RT • I AND 5' EIEYOND SIDE AND REAR Q I PROpFnT`I LINES. 11 1 � ..i ,� � �,,• i1:Ia,W.,. . = 40 H0RI Z' b __- ---. 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TERTIGHT / i ao �oiln H �, N .« `" '": . ' ` # . . . . . . II { . . . . iIi € s.s. W/WA • • • •. . . . : . I . . . . . . . . . I . . . . . . . . . . . . . • . . . . I : : . . . . . . . . . . . . . . . . • • . . . . • . . I . . . . . . . . . . : : : : . . . . _ . . . . . . . . . k . . . . . . . . . . . . . . . . . . f . . . . . . . . . • • . . . . . • , • . . . . . . . . I . . . . . . . . . I : : : : : : : : . j : : . . : . : . . I . : : ' : . . . FRAME b DOVER - -� €' . { 1n f� N ` : : . . . . . . . . . . . . . . . . . : i : : : : : 4 ! : : . . . . . . . . . t . . . . . . . . ! u M 11! w i I { } r/ + + . . . . 11 . . . . i ' . . . . . . . . . . i . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . � . . . . . � . . . . . . . . . # . . . . . . # . . . . . . . . . . . . U •-1 N r. fir. . i 1 , n. : , INVERT I<LEV�KTIONS A�1E C/kLCULAt'E . 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QIMLITY OF THE ORIGINAL DRAWING. - -- ----- --_ - ---- - --- - b11E 6z ez cz 9z Sz 1rz !z . _tl, ' it bj 61 91 L I 91 til 41 E I z l I I 01 d • L 9 'S ,� P I E Iz- 1I SM•S" . ,•/'''� 1►11 U1I1111111IIIIIillIIIIII111111111111114111111111111111111111#1111141111411 heII1111111111�1 i11111�11lliIiiiliINI fdIM4INI�iMt��lllllllillliiiiliiiiliiiil)1111�WIIU�11u6iluohinliniY1 iiiii ' 1992 1 .« .. ;,, _.._.. .. .�_._ -— ._._.. -._. —..--,-.-...•-*i..•--•r.�e•r - - .., .�..�--fir. .-----..�,_.:..o...._...,• __....._. _. .- — - .•, ' •• .. _._... . ., �. 1 ,`��) PRo/�s _ _ DRAWN gY D BRINTON �Cj��,1NJPy _� __ GENESIS �4 — CHECKED BY R. P. L.— - R u - _� - SANITARY SEWER v �ry C. DRAWINI; N0. 6 CO / /'r • PE Aq II/1,, 1 CITY OF TIGARD a U.S.A COMMENTS J.D.B. PROJECT NO.76-7 \ N0. DATE DESCRIPTION OF R ON gy W / '` ° \. — / , �• 18 � � � / 6 // �1 , m � a I J m �'J � / � � op \ _J Qti-Q N, lb �� J 4 o �� / � �h2 px /� �\ \11 -- � LEGEND + $ / /� ` \ - %ENTERLINE � GROUND / • PL PROPERTY LINE s MANHOLE NEW I 1 J ✓x i SERVICE MAY r,ISEI O c c / `gyp taste z TO 7' DEt=P a P/11 — ---- ---- CURB INSIDE FACE ;� MANHOLE OLD u 9 LLl / I e" s --- SANITARY SEWER NEW O CLEANOUT NEW LiLl �� wO ; c� g �� j -- - --„e" s - SANITAhY SEWER OLD C CLEANOUT OLD Ix o z � ) F�1 +gl ✓ 0 / SEWER SERVICE LATERAL ® ® CATCH BASINS - .n a Q of l// \ —� X le '�'� -- -- 4S C y / ") / ----< SEWER �Y' O VALVE BOX -� �-) II ----`" w - WATER NEW -L�• - t��DUCER "-' ' SERVICE MAY RISE ..d � � � . - - �\ X REDUCE� � TO 7' / • 12 Z Z t-_S I � INSTALL. 13 CLE"Nnu-T _- /, �' DEEP P/L -�" w - WATER OLD --3 CAP - I €� ` _ r �/ BENINp ✓xs WATER SER:+ICE -�+ ,ATE VALVE c( -2" sD- STORM DRAIN NEW --k fEE - 1- f l �, (9 - - -iY" sD- STORM DRAIN OLD --• -- CROSS is-P, CA! --- GAS L- 90° BEND f ALL SANITARY SEWER CONSTRUCTION TO MEET CITY OF ' s . SERVICE MAY RISE mss, POWER--- UNDERGROUND POWER �-- FIRE HYDRANT To 7' DEEP P/L TIGARD AND UNIFIED SEWERAGE AGENCY OF WASHINGTON Q TRANSFORMER � THRUST BLOCK J COUNTY REGULATIONS. } $• PHONE OR POWER POLE >� TREE OR BUSH A3 - I NOTE: SIDE SEWER SHALL EXTEND • 10' BEYOND FRONT PROPERTY LINES. SCALE 111= i01 VERT 1 I - _ �,� A2 111=401 HO RZ. . r..... ................................. ................................. ................................. ................................. ............:..............:..... ..........................,.. ............................:.... ................................. ....... v .,y • ....... ... . 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Q,�.,r MNT , i I' r op T r' 5ECrION Z T25 Pl W INM . •.$. 5 , W. 7-f R R A C 4 . -MAP + ° `"{ ,. � ► � � r � NES / C .i. ;. a �, / /� T _ . .. "+r ,. . :t' t At V l G J N l T K MAP // 00 ' APP900or. i s rrr � r i /MsrAct ,2' • O. ` I 4. '�«. A!'w a w 1> ('IV R d r ' IS 4 wit MT 10 i � � , t fir, `/''I- \ • Al RAW/5 r { .. .,._... .. ....-_.. .,,._..,.. � •! , ^. ,1 �\ rte~ -.. ..M. . "'"""`"'r'—.:.»'.. ' "" .r " ..r.. ,---..-..-........-- .. .. ......._.__.. _ _^-;. .:..,.... .:.:—r.. ' - --•---•-.....-__.._ ... .._...__ . 1 X �■y/ JV .C. Q CONSTRUCTION NOTES : Ey7 JTiNG + 1 . Notify Tigard Water District prior to cormnericing construction . 2 . All work shall be in accoTdance with A . W . W . A . standards . x _ '4`s''0` L '„ 3 • All work will be inspected and approved by Tigard Water District r . •'' , ACra1J, AS Rt'p'D .S%t M �' D.,.,! Fire- hydrant assembly consists of 8 " MJ x 6'" Flg tee , 6 " Fl J gate valve � I e r 4.0. f441 r' ' *d 6" °lg x Flg spool , and -Pacific States fire hydrant , 5�x " MVO , 3 ort PN.i13!' / 2 NST hose connections , /.�vS Y'At [. n .,. Z�f�t 1 -" �� " pumper ) � 6 " F�Q connections , As �` ��"'� 1V Pent Cir Nut , open left , color: red , traffic model . 9 14e57'4.1r •e ' �r. �s ° 5 • Poured concrete thrustblocks at least 6 square feet of bearing W/ 4" 6.V _. `' surface at each tee , bend , and blow-off location . "6 . 36of 3/4 " minus gravel cover for all maims . 00 I 7 . All sanitary sewer lines 10 ' laterally or 3 ' vertically of water mains • ± � 1 • °•. .,� 5 shall be encased in concrete 6 " thick 10 ' from crossing . o Where cross- V) ings am necessary they must be made at approximately 90 with at least 18 " se aration below water line . M 8 . Mains shall be tested at 150 psi. for 1 hour . Static pressure = 70 psi . y3 "' d" i.r 00 ' ears" eros, -, 1A 9 . 0 . S . B . H . bacteriological tests required . „(I r4t 1. 4".0.1. 1 t_ _ ,. 10 . Tigard Water District will install all cQP :er services rioto black- �; y - 9 �• � ! ,�•* `� r topping of streets . Meters will be installed by the district upcon indivi.dual request for same . . 11 . In accordance with O . R. S . 2,64 . 320 , the developer must pay a rebate I h • •� " ' y • '' `` f `°• c ergs for connection to the 6- inch main installed on S . hr • 115th , Z} , ,./ {77 • Avenue in 1970 . Only 676 feet is rebatabl 2 Y e at $ . 00/ft for the entire ; A 4 N 10041 �4R qvx GENESIS project . This amounts to $ 1 , 352 . 84r N'IV.D C LAr!! 12 . Upon completion of installation , contractor will advise TWD of total hvsr,4cc, et"as, ' '�" construction ccs- ts to which will be added 10% for district inspections , As 4 ! water loss , overhead , •, ``',•. ` overhead , administration , sampling , etc . arid 8% for engi - neering , including permits , " as-built" drawings , inters -:action maps , etc , @KE6/N Pfo,) Er r /N L iN'E let" Ct, 14 e4",J?. ! (FA lT1 i T w, , ., '01. ' � �`` G► Rh_CEIVED E �� '� 1 A 1977 TIGARD WATER DISTRICT 8841 S W. COMMERCIAL STREET 0 TIGARD, OREGON 9 722 .r. ....._ .r.. r— TY OF TIGARD � 3 TEl i PHONE (503) 639 5 "'�'R I A , 54 MAS h LIST WATER PROJECT 8 " D . 1 . pipe (Cl . 52 ) * * e4 * * ^ e 540 feet 6 " x 8 " M.7 tee / . • , . ■ • • • • • • . • • 1 each / •e! r s 4 " D . I . pipe (Cl . 52 ) . . . . . . . . 320 fret 8 " MJ bends . . . . . . .. . . . . . As required i' L-� � 4 to , ' -� i jrYt t/ NC, 1 + r 8 " MJ gate valve . . . . 3 eacr, 4 " MJ bends . . . . . . . . . . . . . hhrequired � c l Tri As s �'T. ,e 1► }' i E: . / e.. I T, l / A ,r- 6 '' M&T gate valve . . . . . . . . . . . . 1 each 8 MJ x 2 " IPT plug . . . . . . . . • . 1 e;lch � 4 " NL3 gate valve . . 2 each 4 " MJ x 2 " IPT plug . . . . . • . .;.. . 2 each 8 " x 4 " MJ cross . • • • ,, • . . . . . . . IL each 6 " Solid Sleeve ( L . p . ) . . . 1 each Fire hydrants assembly . . . . . ,, . . 1 each Robert E. Santee, F'.E. Administrator C:E NE S I S NO 1. r----� _ _ - - _ _w------ =_ Scale � �CC� ' i 4 Na V !9 7 7 rMIR.w +r..r. ...... - r.tr r. �:J•lr.pw.,. �, . r} N i 1 1 1 1 1 1 1 1 1 1 f fill11 I 1 I I tJ I I � 1 til 1 T r I 11 r 1 I ' 1 t t I I 1 1 � 1 ISI 1 � 1 III 1 � 1 I � 1 TSI rel 111 11 til 1 �1 1� � 111 r: . _ _ � I If iii I 1 i i I • tent i II I ! i i I NOTE : If' THIS M ICROEI LWD - - - _ _ `� .+...�..�4 _ 5 _ • ,. 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