Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SDR15-79
POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. [Page Too Large for OCR Processing] • •era'Gv:• t',,,i/..., ne ",fGa,' l:" •. ,.i.,. ...+..r a ...". '..'.'"'.':'.' u71:.'; .... ,.d"-•.,..a.,:,. r. dw�y '.u�•HYr� ','4•.,. a .,h':"YrYrl.eri�- x+m Y"U�ad/rF. q' rLt v.��.�}�uM4�vtii:.?i��>YA��Rt'�:MI_ �a`t"kYY°aA�MY1rYYk ,.Ji.....�M,.•aw.... •4_.0 .••, •� ... .._.,,,r•...•«,.. ,.._, r .n c�,c,,...._,.�.�• •...,•...-,sl..�u (Ref CU 3} 7$) ,, r, , ° ' +'Ira''' $ 4•11��LC° 4fj '. \'S:44('-' ,. ',,,,.'1:i.t.ig,4,).1: 41.,',.'5,.. ,,ipet,',,,''':,,:', .',,..,.,,, -,,,',..,'„•,;,,,,,',.:',,,..,,,,;,,,:,_.=:,',,,‘,';':,:;,,, ,',I.,:,y'..,',„'i:.,1.-',„,,,,:'',,,',:°.-.;',',i , : g e , ,, ;,, ,,,,.,, ,,,,„,,,,, „,,.,.,. ,,,‘,,..,.1„,,,„,,,,,,,,,..,,,,,.;,,,q,".‘,:, ,,;.T„,',..,.',,,,,,,' ,,,:, ,i,,.,;.'..,...„„,,-,',,,•,1,,'',.;' ,,„ „ II ' , , I . ,:' vn, M' ....• .,d . ,.v... .;AII n....r..,, lx{Y i'.. ...... _ .. •..r. 1'1 '/.«,.U... /. ._,..wJ.J�..., «•r.,++ .„,..,...,+-.,..«�. ..,.....,_.w.,.•»"��•.ar�'.1....••....,... �..,....r:..7 nm w.i,...................d r.W...l.i..,.,....r-i.+.,rwf ' • I , , Ir ' Y � � . I q y: , 1 , r r • ' .' . ''"7"""7'.."-.', ','' '',....L7.---......---. ..t::-.2.... "-:... X._,........Z.:1.4...'"L‘,,-.---.:.. .',/,-.1,....,L4..--.„4.,'---„ '.': ' '4,-.'''' ..?"---- 2'°,4"149.11;"*".--- ""', . '.011,4**#.1.°A-'4'.4-1.°— ' ' '.' . . . , , ,. . . ''.;,-'4 ,10"-es•°:,r7 "---. ‘,..17;—.°: -. .-d4- r,"_';'r ': 4ef.10"r". d--e-'9 , -,-.1 -Ae-.___, e:33,0 , .. a` ».. h.‘,.... . . //7e, ... '.''' ' . . . „ ,„,, „.,,,s, , . . . .z '.. r 1 oe ..... ......700 fi , -', 9 . *-4'..'o'''0,1'1-2'''70 . 1 .. ';7a ' ' ' ' ' ',.,04 '''..reoi'v'ZI--"'---.0 "",--- '', es°,3-.-‘e-"`'`.r--,--' . . . . ` rd I s � R�'�"".. rol�""'r+"r . Gr�lT.,.r . . - � - ' . . . . ,' , ,,:.-"eb‘ . O.' ' :'. .. e, , , , , . . .. .. , „ . . . . . , . . , . : : .„-..- . csi.,.. ......i ,,,, ,. , , , . . . „ . . .... . . . . . „ ,, , : , . .., . . . . . . , . . . . , . . . , . ,,, . . .. , ,. .. . .. . . , . • „. . . . . . . , . . . . • , . , . , , . . . . . . . . , , ,. , . . .; . . , .._ . .. .. . ,. . , . . . . . . , . . . , r . , . . , , . , . , , 1 ,„ • , . . • • . . 1 . . . . . . : , , , . :, • • . . • . .• , .., , . . , , , ,. . . . . . . . ,.• „ . . . , . , . . . . . . . . . , ., . .„. , ., „ .. . . • . . . ... . .. . . , . . . . , .... . .. . . . . . .. . . , . . • . . . . . . . . . , . . , . ,• . . , , „. , . . . , .. . . .. . . , . . . . . . , . , . , . .,. . . . , .. . ,. , . . . ,. .. , ., • . . ., . . . . , . . , , ..., . . . . : . . , . , . . . .. . , . . , . , . . . . . . . . . . . „ . . , . .• . • ._ , . , , „ , , , , . 1 , , . , . . . .. „ . , . . ., ., , , . ... . ... • . . .. . , . . . ., . ,. . .. . , . . . . . . . . , . , . . , .. .. . , . . . , . : , . .. . . . . , . . . . . ,, , . . ,, ,.. . . , . . ,„ . . .. . . . . . . . . . . . . . . , ,. . . , .. , . . , . . . . , . . . . . , . . . . , , , . , : . . . ... . , . . , . , . ,,, .0 , . . .. ., .. . . . . . . . . . . . . . . ., . , . . . . . . . . . . . . . . . . . . , . . .. 1 , ., . . . , , . , . , . „ . . . ... . . . . . „ . . . , . . . . . , . . ,, . . , . . . , . . . . , „ .. . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . , 1 . ,, . . . . . . . . . . . . . . . . 1 . . „ . . ... . . . .. .. . . . . . . . . . 1 . .. . . . . . , , . . , . . . . , , . . „ . . . , , . . .. . , . , , , . , , . . „ , 1 , . .. . , ,. ,..... .. . . . , . . . , . . . . ,. . . . , . „... . . ,, - . . , . , . . . . „ , . . . . . .,: . , . ... . , . , . , „ . . . , . . . . . . . , . . . . . . . . . , , . : , , , , . , . . . . .„. , . ... .. . ... .. „ . . , . , .. : . . , . . . . . . . . . . . . , , . . : . . : . . . , . . . . , , , 1 , , . . . , , .. .. . . . . . , . . ,... . . . , . , ., . . . . , . . . . . . , . . , . , ., :.. ,, , . . . .. .., : : . , " . . , . ,. . , • . . . . , . . . , . 1 . , . .„ , . ,, . „ . . . . .. . . . . .. , . . . , . , . . , . . .„ . . „ . . , , . . . .. . . . . . . . . . , : . , . . . . „ . . , , , . . . . . . ,. . . . , , . , . ... . , : . . . , , . .. . . . . , , . . , . , : . . .. . . , . . „ , , , . • , , , . ,, ,,, ,,,.,.., . .. , . . . . . . , . . . , . . . . , . . . . , , . . . , i . . . . . ., . , • . . . . . . . v,• „ . . .. .. , . . . . , , . , „ . , . . . . . . , . „. . . . , . . . . . : , .. . . .. . . . . . . . . , . . . , . : . . . 1 : , , , .. . . , , . , . . . , . . . . , , ,. . . . . , , . . . , . . • . . .„ .. . . . . , .. . . . . , . . : . . . , . , .. ., , . .., . _ 1 . . . : . , . . , . ,.. . . • ,, ,. , . , , . . . , , . . . . , . . . ,, .. .. . . . , , . . . . , . , . ,t , , . , .. , . , • , , . . . . . . . ., . . . . , , . . . .. . , . . . . . : .. . . . . . ., ,. . . . . . . , ,, , . . . . , . , . , . . :. , . . .. .„ . . . . : • , _ . ., ,„ . . .. . , , .. , . . . „ . . , . .. „ , : . : . , . , . .. , . .. . ,. ., . . . ....,. . . . . . . . , ,. . . . . . . . . .1, . I, , . . ,. . , .,. , ,. .. . . 1.. . . . . . . . ., , , .. . , . . . , . . . „ . . , . . \\, . . . . . , . . . .,_ „ . .,„ . .. ... . .. . ., . . .. . „ ,. .„ . , . .. . . . . . 1 , .. . „. . .. . , „ , . . . . . . , . . , , . . , . . , . , . . . , , , . . . . . , . . , , , , , . ,. . , , . .. . . 1 . . . . , . . . . , . , . ,.,,,, , . , . ... , , , ,, , . . , ., . , .. . . „ . . . . . ., 1 : , . , . . . .. „, , , . . . . . . . , , . .. . .. .„ .. ., , ... .. . .... .., . . . . . . , „ • . : . , . . „ , . ... : . . , . ,., \ 7 , '.' •.,, , , ', , , ,. .. , , , : ,,, . , .1. . , 1 . .,. . ,.. , . . . . , . , , , , . , .1 . . , . . . . . , , .. . . „ . . . .. , .. . ., . ..., ., . ., . , , , .. ,. ... , . . . . . ,.. : . . . .. , . . , . . . „ . . . . . .„ •• . „ . „.... ..... „. . , .....„. ,, . ....„ . . . . . , . . . , ., . : . , . 1 . . . " „ . . , , . . . . ., . . . . „. . , . ,, , . ,, i . ., ,.• , . . ,, , . . i . 1. , . i.. . •• . . . . . . , . . , ,.. .,„, . . ,.. ., q . ... • 0- . •1 .r,. 4 • -r 3 19? � s rilkington •Road • Lake Oswego, Oregon 9703x4 • August , 1979 tPlanning Department h. City of Tigard Tigard, Oregon 9722 F r N • \ Re : Your Reference MLP 13-79 t entlemen: . r The undersigned as applicant with respect to the above pro- posal hereby requests reconsideration by the Tigard Planning Di- rector, and, if necessary, by appeal to the City Planning Commission, and in turn appeal to the City Council, of the imposition of terms and conditions numbered 2 and 4, with respect to the application for minor partitioning of Tax Lot 200 , Tax Map 231 "' AC, and in support of this request the following is stated: No. 2 : Applicant is ready and willing to dedicate addl- e, ° tional frontage as part of Burnham Street subject to the terms and conditions set forth in the attached copy of n �, proposed form of dedication deed. The present construction of improvements within the expanded southerly half of Burnham Street along the undersigned's frontage is not realistic for the reason Y • that the entire Burnham street expanse should be improved as one construction project to avoid excessive segmental costs , inconsequential benefits , if any, resulting from d segmental improvement, and segmentized improvements may be incompatible with the finalized improvement program, resulting in duplicated contributions for public use, one now and another when a local L.I.D. assessment is spread for the total project. No. 4 : There is no evident relationship between, nor quid pro quo for, the City ' s request for dedication of a I portion of the lands for ''Creenway" , with respect to which the City would have no standing or right to make the rep 4! , quest but for the application to partition the tract, which in nowise imposes any greater burden on the publ't which can in any way justify the City's demand for Green- tit , ng� per- ; 4 `way" area. Applicant Mould be entitled to a b�:11di. mit In ari. event for the uses proposed,osed which are compatible y �p p � �h at i b�.�•. in all respects with present zoning of the tract � I ' c...o..w.,.x, .u.U.... , r r'• t . \ ....,,,,,t.r\y.vwicw.nrMUUeM+4uu�handRYC1 ,y,, ' ,1 7 Planning Department ' City of Tigard page 2 ` Accordingly , the undersigned requests approval of the artitioning application in accordance with the foregoing. 11" p A Very truly yours , }, //2 ., . t,, \ , . j l A i$ o N' 1 Il 1 1 SI I a ro k. 'r� \, ,. n u v • ,V k 1 It u." .,:::-..,,... , .. ., 1 1.... , , . „,fir , ��44 I . , M p ',. .i,V :\' ,....'"<://1 ,,„ , VVV . , . H c\ r , ,\\ .4 �• • ' ! yhr ' ., . • h,r rn` 1( 1.G Y� 11 V r,t . • • .. , •. .,. , ; . .71-1-3,7, 4.8 d 1975 . ;; _,•"�" •" Mr 'Page Stevens 1795 0 S.W. Pi ., ry to s b Pad ; .. Lake Qswe o,. C.,zegon 97034 : ; 13-7 d Dat Mr. Sto n �.., 'µ 'Following our disc USsion over the conditions of approval for your ;itnor' Land" Part ttcra (NIX 13-79) I hay. researched in ce.te 1 the items you 'auestianed. ��i r I have rewr.itten the conditions of alpprays-. for this 'project. as follows: Aop:oval of D LP 13-79 (Page. Stevens) ,is s�abajecU to .he fo11oc,�irhg conditions: 1. A direct connection to sani e.;'y sewer be avail.Dbl w to the Site., LP olaina.';.ion: You aS sail. to post a cerforrpa:ice hood is this ragarci. 'It • ,�' is au. policy not to accept bonds for s. 44'S connections,. At the time �`, yot. req e.st a bui.l.ding pe,rmit, sewer permit fees will have to be paid, • 2 p .At t h..G ,a pu icant dedicate ;, 10 ft .right-of-way t-of-way fox th•s i.mpro . t of BUrnhiam, to collector street stanch and complete. half-etch .,' improv x en'i:s on auxnhaA, prior t o the issuance of oc upanc.:. ., ne zri.t. L.1co la i:- a'6%on.1 The City Council has di -e :Le. staff to insuz3 that r /la lf- triget imp zotratiezte are instar11,eda Agin, a , e rfonmatice home , Will not be accepted. Nr Z elraxt 't �dd A Court .ichicn, is de loping k • a tr.ect of land in the ;r ediata ?urri.ham area end you might wish to Ooordixa to or.ls tri. .or plane with hit . Doing this might save you con- • a / si y ab10 money. r P ., D 3 w � t the applicant ded ,cE;he a ,po..rtion of the fl oodpieinigr enway to ' A the City. ;� ale :e.t.ion _ I Suggest that you dedicate. a T.>orj,ori of your property as otxti.thed. on the enclosed nap in red. A r?errnanent, sewer easerx?zt ns right 'through yoilt p-teap.•rt as outlined. f3ui.l..di;xg ats r t y ► tea lti.a ��,� xtWdas 3pc�: .�.. Pe iJ'rohib a, d a1,1-.Lho h a .1J-413d-rig a• e 3 z 11:• e The entire fl.c o tp1thi/g etiway s been designated for a City r s.. r the e t f o o f` the Pl ,nixing Co 8 si.on Stan d the City Council, tt -c+ plus Para, in the ru"iVa•.ro��irt�rital ltd, Open Space Plan. .�..�;' th �• f `� � �t ,� cif, to pl�te c L � � l, • { • 1 , • I I I 1 �'i I � I,..4..M..1„. ._...W,.. ..,• g.t; o.<.„w,,..,.....,,, I, i1:, ,., ' .,w, ,,,....,� r. .»„y.•4..,rw`• ., II��J��jrlYjkl�',� 'fi ,• - A ./J 1 fiii ,51. , • , }. .1 i V 1 I r' i 1 7 f lI -I ..+... .,«.- r J.. .«. ,.,,__., -- ., ..,,,r.....ri .ill r,_ ., . .s.--- A.«., .....u11_...rr. ,.,.:4'....1:..;,.:_.,...:_ .rr. • , - ,t, 1''.. c. Page 7tev (i s ' {',? e. , : 17050 S.W. Pit .ng on Road ti Lake Oswego, Oregon 57034 . • July 1 A 1979 ina'.P 13,7 :g3 c d . he ficOd.P1ainr,p indicate that no special-uses will. be permitt,:d . ; r the futurs. I told you that I would coa41.1 . . yon o .or to fina, a icn.; If you ag.rea with this "dedicated area" please have a 2� a.l. , ♦ description prepared, return it to r arLd w5 will finalize this mattor. i Al' tiro ward ^' I• •' ' ' " Planning g Di iecto p ` ,t. .'' 11r• " '-::: f' .: },'w '' . . J• i ' J y, L )... r - i4' Notre; The' following acknowledgement imtst be received by the 'City cof Tigard ' within fourteen (14)' days ,of your receipt of this letter. Failure to r return this acknow'l.edgerrient. may result in. action by the City of Tigard. . I hereby ''acknowledge this letter documenting the action of:the ,Tigard Planning ' Director., I have received and re ad this le tier„ and I agree to.the"decision • here documented and to abide by any term: and/or conditions, attached.... ' 5ignatu 'e (Applicant) . • ...�. .� r -'. Dad • • ! ," , ~ - ♦ i, r '` ION k r y P. v• .t1 t IA ......r,-......w...rw..nn,.-...........i.•..w,-_..........I—..-..,.,-.irn...LIB..Ati•..,.Yhrifl`yw.-..:Jw. ...«n.... .e.-J:s..w ..n...,.....r,,. v,.............,L:....w..iw...,. . ...,.l..r.,lt_..,+....-.....................nJ..._......1...,....tl....Fw..,......wa.wl._..,.n.....4.4i1.,\,__.....+ ..._. tt, ,. w A" Y e .. A�i.r.la.....+,i✓.iu.�u.�+.4u.ir-,.•� u.na.r++.u.4�.ax.Ar..�uM-.�+i,..uMr�•r.:-.Y•Ar'w NA MMw wr..�+..r.n.✓+r+.n.+.. w✓.w,.s.... �..e�.w.u.w.a�w u,f w+w✓.M+�.-.wM-1Y.n.W.•....s._.w.,u.,•rW,r..u.lwM✓a✓r.1+.W , k fJ . Y✓N.0. q'�5, is A KNOW ALL MEN BY IESE PRESENTS, That :',' ' , hereinafter ",' ' termed Grantors, in consideration of the benefits to accrue to t..�4j., J'A Grantors from the grant herein set forth, do hereby grant ;!:!„,. E , y give, grant and : dedicate to the CITY OF TIGARD, a municipality of the State of Ore-- '+• gon, the following: Tract I: A right of way and easement for public street, "{F" road and utility purposes on, over, along, across, under and within that portion of Lot 2, BURNHAM TRACT, Wash- 5' ington County, Orsgon, lying northeasterly of a line drawn parallel to and ten (10) feet, when measured at rright angles, from the southwest boundary line of S.W. [11';. urnham Street; b IA! _' Tract II: A right of way and easement for public street, vv.�♦ road and utility purposes on, over, along, across, under and within that portion of Lot 3, BURNHAM TRACT, Washing' Y. ' ton County, Oregon, lying northeasterly of a line drawn parallel to and ten (10) feet, when measured at right angles, from the southwest boundary line of S.W. Burnham t Street. r•y t 1 This grant is made and accepted on the fol:loWing express con- ry �; i,3 ' ' ),I ditions to which grantors bind themselves, their heirs, successors, ; ! , "y' assigns , personal representatives , as covenants running With the land fti,. , subject to the conditions stated, as follows : ` Iip_ , . (a) In the event at any time the remainder portions of , i ' of Lots 2 and 3, BURNHAM TRACT, are assessed for street i j w • ,I improvements as a part of a local improvement district or fIf otherwise in connection with street in:provements on SAW. • I + Burnham Street, Grantors, their heirs, successors or assigns, shall be hereby precluded from remonstrating • against such improvement district or the equitable spread- ing of the assessment of the cost thereof by the City as �0 . part of such project. i1 (b) Grantors, their heirs, successors or assigns, shall be entitled to credit in reduction of any assessment for street improvements on S.W. Burnham Street in a sum equal • to the then current value as determined by the City of the r'` rights hereby conveyed ih spreading; such assessment affalnst ! ' the remainder lands of Grantors t (c) The then value of the rights hereby conveyed shall be included as part or the cost of the project for which • assessments are made at the time the remainder lands then ' • held by the Granters; their heirs, successors or assigns, a ° are assessed against all properties within the project for benefits from such street improvements. . \ '' 1 v T • Thomas Consulting Engineers, In;c. � Structural Engineers and,Planners 'Y�, t�1 Aril'10211 S.W. Barbur Blvd. �! al 37 Suite 210 A 0.1 Portland, Or, 97219 „r4, 'Li'(503)245-4055 ,�j , , • . "4.., ., .. . . • . May 2 , 1979 CI , Tigard City Hall 12420 S.W. Main Street \ ' Tigard, Oregon Attention; Aldie Howard M 1 Re: Site Design Review SDR 15-79 Dear Mr. Howard, . 1 In reviewing the Staff Recommendations, page two SDR 15-79 , I find three items which deserve further attention; 40. d Item .l; Concerning the flood plain elevation, In preliminary investigation of the design, Mr. Henrici '' ` and I contacted the Tigard ?fanning Department. At that time, we were told that the 100 year flood plain was at elevation 144'. This was later documented in the "Conditional Use CU 31-78” Docket item. 5. - At a later date, Hilary MacKenzie presented us with ' a flood plain map which contained information that Was not documented as to origin and author. since this • . • is in conflict with what we were told verbally by one of the planning assistants in our previous contact, I'd t appreciate if you would review this matter. 4, • Item 2'a Concerning- the width of Burnham, Road. It'is my under s standing that the 30' ordinance is app licab.le When there a is two way traffic. In this case, We have,an entrance driveway and an exit driveway with one way traffic. i . i , I, �' e � •4 —M ,tea,, h•It,. 1 "N, • I Should we be forced to put in a 30' driveway, I believe that autos would be trying to enter and exit from the same drive That would cause traffic congestion both e ' on the side and on Burnham Street. I wouirt therefore An,' .; appreciate an exception to the 30' rule. ° Item 3: Concerning Burnham Street Improvement. We are in agreement that Burnham Street should eventually be improved, but not at this time. The reasoning for this qa. , i is; ' a, Spot improvement isn't in the best interest of the city: If improvement is to be made, the entire block (street) .should be improved. r • b. The existing utilities are such that the entire street �, 11/ should be improved. In the future, when the city wants to improve the surrounding areas, the clients , will be cooperative and have already signed an agree,. • merit to this effect. c+ Traffic patterns could be created which would endanger .', entering and exiting the site. The widened portion of� ,,. „ the street would allow autos to pass on the right which would endanger entering and exiting, ; 1 . ` As stated, we are not against Burnham Street improvement ' but would Like o see the whole street improved at the r e ■ same time, Your attention to these items would be apprec,latLJ. Sirderely, . 1, 1e7 ZC,:-.4--j'hYttAll ee eF�o T�loma.s - � .� ' M ,L.r Pe E, ,' adl file CZ rr A-Design Sc. Build Co. • 4 re 4 • tantt• yty IYP !s5;;. .,,ri..TIGARD CITY OF T1GARD • - -"".", ,., P.O, Box 23397 12420.'. Main Tigard,Oregon 97223CEN' a May 1, 1979 04 OF '1 Q/i n / Page Stevens 17050 S.W. Pilkington Tigard, Ore. 97223 Re: SDR 15.7 ) Stevens Marine Dear Mr. Stevens: • Please be advised that the Planning Director on April 9, 1979 approved your request for site plan and architectural review of a marine sales and service center of the above referenced project. This approval is subject to the following conditions: 1. That the applicant's site plan delineate the 100-year flood plain elevation and the applicant submit documentary proof of that elevation. 2. That no building permits be issued until the revised plans have been approved by the Planning Department. s • 4 3. That the applicant submit a landscape and irrigation plea showing in- creased landscaping around the perimeter of the site. 4. That the accessed be widened to 30' . 5. That the employee parking area be paved. bt, w 6. That the aisle width be increased to 24' for the southern parking area. 7. That all signage be approved by the Planning Department. A. That a lighting plan be submitted and approved by site Design Review. 9. No changes will be made to approved plans or specifications unless formal application is made to the appropriate department and changes are ap- proved by that department, Application for changes will be made in writing • and shall include applicable drawings, engineering specifications and other details requested by the department. No cons tructi dn n shall take place in the se instances until after the changes have been appro ved. Any deviation n ' from this condition will result in the immediate posting of a stop wor order on the project or any portion of the project. • • .,•......,,•.,..„, v..••w....,..,. ,.,..•....,, ,,....u, •,iv„or,x.•,,,,•.,w...,o n,..r,,.,.. .e_ n.. .., ...,... ,.,ry..r .•.�wowwnwneu.mf,,. .. .i'r r , 'rs Page 2 May 1, 1979 nC; SDR 15-79 If we can be of any further assistance, please do not hesitate tailcontact this office at 639-4171. Sincerely, • Hilar 'Mackenzi Assistant.Planner HN/pj r Encl. Note: The following acknowledgment must be received by the City of Tigard within fourteen (14) days of your receipt of this letter. Failure to return this acknowledgment may result in action by the City of Tigard. I hereby acknowledge this letter documenting the action of the Tigard Planning agree Department. 11�lave received and read this letter, and I g ree to the decision •� here documented and to abide by any terms and/or conditions attached. • Sigi ati're Date : . . I � gym. I. J 1 n ` 4 6 I. 'k I %r. ..,.. ....1.,,. .,..,r, un„ .v Y` ..c n ., .. .. • ..Yf r y WY..e.e."'..Y w, 111 r.,wi .V»uc xf,-,ur,,.uCn t iL 1' .... ....... .....i„«.1, i.. • x:.....n.,n_.w.rr.urv..••..mu.,...u."++,n,rn iunx uxe.uu+,., i —'J' .-""' ,. 'x,» nay.nw \ 11Y STAFF REPORT Tigard Site Design Review April 9, 1979 Tigard City Hall 12420 S.W. Main Stret, P. Docket: Site Design Review SDR 15-79 Applicant: Page Stevens Location: S.W. Burnham Street (Washington County Tax Map 2S1 2AC, Tax Lot 200). Request: For Site Plan and Architectural Review of a Marine Sales and Service * Center. Previous Action: On February 26, 1979 the City Council approved a Comprehensive Plan Amendment allowing boat sales on the subject property, and allowing boat sales to be a conditional use in a C-3M zone. Site Plan and Architectural Review: The applicant is proposing to place a 6,000 sq. ft. metal building on a ." . 3,25 acre parcel. A substantial portion of the property is in the flood plain. The flood plain portion of the property will not be used as part of the development. On the applicant's site plan the regulatory lk flood elevation has not been depicted. Our topographic maps show the flood plain elevation between 148 and 150' aboVe sea level. The Tigard Municipal Code (Section 18.57.070) states . 2. The lowest floor elevation of a structure designed for human I. 4 occupancy shall be at least one and one-half feet above the flood surface elevation. 3. The lower portions of any structure shall be flood-proofed or otherwise protected from significant damage by inundation to a • minimum flood surface elevation of the regulatory flood. • The site plan for the project shows the building possibly within the flood, plain. There are same minor problems with the Site layout and access/egress. 1 The required minimum access width for commercial developments is 30' . The applicant proposes two accesses of 20' in width each. The site plan shows a gravel parking area for omployee parking on the northern portion of the lot. Parking areas are to be developed according ' to the same standards as city streets. The minimum aisle width for parking areas i8 24'. The southern parking area lacks adequate aisle H • width. The subject site abutts S.W. Burnham Street. The applicant has , dedicated ten feet of tight-of-way for the improvement of Burnham Street to collector street standards and is required to complete a half street • improvement on Burlf:Lam prior to the issuance of building permits, 1 , I , . FP': ' • STAFF REPORT 1 Tigard,Site Design peview April 9, :i979 Tigard City Hall. .. 12420 S.W. Main St. Page 2 DR S 15-79 I The applicant has submitted no landscape or irrigation plan to. Site Design Review. A condition, of the conditional use permit approval $, was "that the applicant receive approval for the landscape improve.- " ments (especially in regard to back yard screening) from Site Design permits." Review prior to the issuance of building p Screening from adjacent properties and the public right-of- way is to be of a sight obscurring fence and landscaping. No plans have been submitted for the western portion of the property behind the structure and no use has been specified for that area. Parking Requirements: 1 space for each 1,000 sq. ft, of floor ailea or not less than •, 10 spaces for each establishment. The applicant has allowed for adequate parking. Staff Recommendations: �.. Staff recommends that the following conditions be met for final Design Review approval and issuance of a building permit: 1. That the applicant's site plan delineate the 100-year flood plain elevation and the applicant submit documentary proof of that elevation. 2. That no building permits be issued until the revised plans have been approved by the Planning Department 3. That the applicant submit a landscape and irrigation plan showing increased landscaping around the perimeter of t^he e. site. 4. That the accesses be widened to 30' . ti 5. That the employee parking area be paved. 6. That the aisle width be increased to 24' for this so.ttherrt (parking area. • . That approved by Planning Department,.�. . That s�.gnage be a roved b the. P:�.anni 8. That a lighting plan be submitted and approved by Site Desig n. Revi ew , Written by Hilary', k nz e Approved by A. Owarcl iii r t llanni s i .st t I Yl a,. k �, D., ec or •�;. t. - ,,rat ek ."✓46 «"Q"� - D • RECEIVED / MARLIN DE HAAS & ASSOCIATES INC. 9 -9? CONSULTING ENGINEER SUITE A-5 CITY OFT SHON-'TALI PROFESSIONAL CENTER LAKE OSWEGO,OREGON 97034 15800 BOONES FERRY ROAD (503)636-3688 - April 8, 1980 Raeldon Barker, City Manager City of Tigard P 0 BOX 23397 • Tigard, OR 97223 Dear Mr. Barker: My engineering firm has been involved with a client, A Design & Build Company, g P J , Phillip De Freest president since 4/23/79 with respect to a host of related research, flood plain, minor partitioning and land surveying work. A Design and Build Company was in the process of meeting all city requirements and ;. erecting a structure on Tax Lot 200, 2AC, T.2 S. R. 1 W. , W.M. on Burnham Road. A Design, in turn, was doing the work for the property owner, Page Stevens. As a part of the development negotiations, the City of Tigard agreed to pay for certain surveying and description costs related to dedication of property for greenway use. My firm was directed by A Design and Build Company to complete the subject surveying and description work as shown by the attached exhibits. k , As noted in the exhibits, our costs for this extra work is $321.18. Our statement is attached. . We have provided a copy of this letter and statement to Phil De Freest, President of A Design and Build Company and ask that he acknowledge and certify that payment in the $321.18 amount to our firm is authorized and approved by him Sincerely, �. N1 '7"& 440 Marl Marlin . De Haas, P 1 I' MJD/djc Phil , ree t cc 79.137O67 DA1 E Phi l l De. Freest / ;! Attachments j•i I / • w h K fib. �. • 1\„, L."i. MARLIN DE HAAS & ASSOCIATES INC, CONSULTING ENGINEERS SUITE A-5, SFICO'r:.TA Y PROFESSIONAL CENTER LAKE OSWEGO,OREGON 97034 15800 1,OONES FERRY ROAD (503) 6:36.3688 April 9, 1980 S T A T E M E N T City of Ti gard P 0. Box 23397 Tigard, OR 97223 Acct. No. 79.137.067 -• Burnham Street, Tigard Services July 10, 1979 - August 27, 1979 related to surveying and description cost associated with dedication of property for greenway use.(Portion of Tax Lot 200, 2AC, T. 2 S. , R. 1 W. , W.M. - see Council Minutes of August 13, 1979) $ 321.18 TOTAL BALANCE DUE $ 321.18' a I � ACKNOWLEDGED 7:4A4 - Phillip De Freest DATE f` � �. i cc: Billing File i . Accounting • - fit•.-r '. .J -. ....i ..... i ,i_.•-. _ __ i _._ _ u __ ._ _ ..a .. I. SITE K PLAN �: �e REVIEW SITE DEVELOPMENT PLAN Al\', DESIGN R Si Plan. Review No Architectural a S7) Fee Received APPLICATION Receipt I, t,2�, D to Received 3 zezL _�f Tigard. Planning Commission 12420 SW Main St, Tigard, Or, 972233y 639-4171 Project Title r t Date Filed e5 Project Address '- �! Tax Map No. J Tet Lot No d 6 ^ Owner/Developer -� Address /'2(',1'.0 ' ;,:rte°✓ 1 Telephone Owner' s .� ' -� -- Telephone Signatures— DESCRIPTION OF PROPERTY. •A Proposed Use #Buildil s # Li'nita So. Ft /0444.eS;;45',94'-', / Site Size , =rie'e ; Tot, Sq. Ft. of Buildings 640 ..; Sq. Ft. of Paving Sq. Ft. of Landscaping An tic ipated Development Date ' f'' /S"" Anticipated Development Phases Valuation � 2/X7O r� DO NOT WRITE BELOW THIS LINE ti Special Conditions Dedications Bonding ¢ � Other , t e-y I S' ti n Inspection r peo tZ o n y Date +....r—r...,...r•,-a,-,.+».....,,rrw,..,r.....-H,w,:. w.,�w......a».p-.,-..,.x.r.�..-.«,.•n..«.... ni w.-,+w.r-r.< •.•._..,.u.-. I ' i oA. Ills I I li I I 1 IAA '�,.�i—', � t w a .�. . t_s. _ 1_... �.xr i- ...� 1t1....u a..._Jl � x. ...4,a..,s..�M..�„_....w �l�._ ��.,irn1,•.. wl,aau M '.� .� V✓fir � ., • • I . t • PROJECT SPECIFICATIONS for the o STEVENS MARINA Tigard, Oregon • +,t 4 �y THOMAS CONSULTING ENGINEERS, INC a G .. 10211 S.W. Barl?ur R11/d. , Suite 210A • Portland, Oregon 97219 Phone: (503) 245--4055 • March 9, 1979 ,. Project Speci.fl.oation #7831 yy I I • yy y t I e , r f5@L)fl t fp • • • 1.11 GENERAL DATA • . 1.1 Soil Pressure assumed 1000 psf L.L. and D.L. 1.2 , Elevations shown on foundation plan are maximum elevation to bottom of ' footings. Footings to rest on firm natural undisturbed soil. 1.3 Verify all openings in floor and roof with owner. 1.4 Contractor to verify and check all dimensions. 1.5 Design loads: 25 psf L.L. , Wind per 1976 U.B.C . Table 23-F, Seismic per 1976 U.B.C . Zone 2. • 1.6 No excavation shall be made below any footing closer than a one to one slope to the bottom of same. ; 1.7 Backfill. all pipe trench excavations below footings with lean concrete to , bottom of footing. 1.8 Where reference is made to ASTM,, AISC, ACI or other standards and , specifications, the latest revision or adoption is intended unless speci- fically designated otherwise. 2.0 SITE WORK 2.1 Lines & Grades 2.1-1 The contractor shall be responsible for all elevations and dimen- sions and shall verify actual site conditions. 2.1-2 The contractor shall establish bench mark and maintain it until , • completion. 2.2 Site Preparation • 2.2-1 Strip top 6" of soil and all debris from the project site includ- . ing vegetation, rubbish and other perishable or objectionable matter. 2.2-2 In areas where fill is required, provide clean select sand. Place • a,. and compact sand layers in 8" lifts under paving and building slabs. Compact to 95% of standard ASHO. • 2.3 As pha ltic_pavLna • The contractor shall use the equivalent Base and Surface Course system listed. The systems shall be laid over compacted subgrade prepared in , • accordance with Paragraph 2.2-2. t • Hot mix Asphaltic Concrete Surface Base 3/4" crushed, rock 4" to 6" • . 2.4 Chain Link Fence Furnish and install eight (6) foot high galvanized 9 ga. steel wire mesh fencing as Indicated. Posts to be minimum 2" O.D. galvanized pipe, not over 10 0.C. and set into 24" deep concrete foundations. .0. = 3.0 CONCRETE 3.1 The ACI Standard. Specifications for structural concrete for buildings , ACI-301 shall be followed. Contractor shall obtain a copy of this standard for ready reference on the job. 3. 2 Stone concrete to be f'=3000 psi at 28 days plus 1200 psi for mix design test ctylinders • 3.3 Pi ce concrete as indicated and specified on drawings. , • 3.4 Steel trowel slabs true to line and grade with a maximum variation tolerance of 1/8" An 10 feet. 3.5 Placing, finishing and Curing methods shall folloW standard good practice procedures as recommended by the Portland Cement ASsoc. . 3.0 (Cont) . • 3.6 Contractor to furnish details for pick up system for tilt-up wall panels to " Engineer for approval. . 3.7 Contractor to provide additional reinforcing steel as required for lifting •.. stresses in tilt-up panels. 4.0 MASONRY (NOT USED) .. 5.0 METALS Oci 5.1 Reinforcing 6, 5.1-1 All reinforcing steel to be ASTM A-615 40,000 psi yield point. 5.1-2 Set main reinforcing steel 2" from forms for surfaces exposed to • weather, 3" for footings and other concrete poured against earth. �; 5.1-3 Reinforce all concrete walls with 0.25% reinforcing steel hors- • . zontal 0.15% reinforcing steel vertical unless otherwise noted • on drawings. . . 5.1- 4 Provide 2'-0" x 2'--0" corner bars for all horizontal steel at all 7 corners and intersections. • 5.1-5 Splices shall be lapped 36 diameter or 2'L0" minimum unless detailed otherwise. . 5.2 Steel ' • 5.2--1 All structural steel ASTM A36, fy 36,000 psi. Detail, fabricate and weld to AISC specifications, • 5.;2-2 All anchor bolts shall be ASTM A307 or ASTM A36 threaded rod as shown on drawings. Contractor to obtain a set of the latest - anchor bolt setting plans from the Metal Building Supplier and verify all anchor bolt locations prior to placing condrete. 5.3 Steel Building 5.3-1 General Des-i,gn 5.3 -1.1 Structure shall be designed in compliance with the requirements of the "Uniform Building Code, " 1. ; "American Institute of Steel Construction" specifi- cations. "American Iron and Steel Institute" specifications and "Metal Building Manufactures' Association Design Practices Manual. The latest edition of each of these publications shall apply. , 5.3-1.2 Standard design loads shall be as follows: Roof Live Load Wind Load • • 25 psf (UBC minimum) 20 psf Seismic S, ' . Per T.'BC requirements C 5.3.1.3 Standard load combinations are., read load plus live load Dead load plus wind load , 1 } 3-2 h Flaming 1 f.I .3-2.1 Rigid bra mes: Shall.,be either tapered or constant depth 4 4f �z� sections ons tabr icated by automatic welding.ing• R o of slope shall be inch in l2 inches (low p rofile). Rigid frames shall ' I be bolted together where required with A-325 or 6-490 bolt. Y jj , I i . • • . o • A, 5.0 (Cont) • 5.3-2.2 Post and. Beam End Frames: Shall be fabricated of either , 4 cold formed sections 8 inches deep or 3 plate built-up sections. 1, 5.4 Secondary Framing . 5.4-1 Purlins and Girts: Purlins, and girts shall be fabricated of cold . formed steel 8 inches deep with a stiffened flange. Purlins and . ' w girts shall be a "Z" shape. Spacing gage of these members shall . '' be as determined by design and shown on the plans. Purlins and • girts shall be attached to the primary framing members with " diameter A-307 bolts. , 5,25 Primar anc Secondary Framf Paint 5.5-1 All frames, purlins and girts shall receive one (1) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose '.• mill and scale rust or other materials deleterious of paint bonding. •. 5`6 Primary and Secondary Frarcing Material Specification 5.6��l Plates an�:1 bars used in fabricating automatically continuous • . welded beams and columns: Materials are to conform to the 3'7 • chemistry requirements of ASTM A-36. 5.6--2 Cold formed Steel: Steel used to form purlins and girts shall be hot rolled steel. Material all conform to the chemistry require- ' •-/\ ments of ASTM A607 Grade 50. \'7 5.7 Roof and Wall Covering 5.7-1 Roof and wall covering shall be panels formed from galvanized steel of minimum 26 U.S gauge with I,i>v,t less than 1.250 per sq. ft. of zinc coating. • 5.7--2 Material specification: Materials all conform to the chemistry , requirements of ASTM A446. 5.7-3 Roof and wall panels, shall be fastened to framing members with - *14 hexhead cadmium. t,�. 5.7-4 Factory coated baked enamel colored roof and wall, sheets shall be flY provided optionally with color to be as shown on drawings. ' Gutter, and Downs outs 5.8 Duic.r, Tri .L,�.„�. 1 , 5.8-1 Eave gutters shall be of 26 U.S. gage galvanized steel. All ' • o gutter splices shall be riveted and caulked to provide leak proof ”. joints. 5.8-2 Gable, corner, eave and window trim shall he of 26 U.S. gage. pt , • 5.9 Ridge Cap '' I - , 5.9-1 The standard ridge cap shall be formed to match the roof slope and shall be of the same material, color and configuration as. the roof panels. ;!., 5.10 Sealants . • 5 - Closure Strips: Strips shall be constructed of semi-rigid ,,, . � •ln i Cloaur ± . ' ' polyethylene the sta hylen� anba shall match shall foam and s � ndard pang 5.10-2 Tape sealant: Ribbon mastic l: x, l/8 ' be provided fo• side and end,laps of panels: , , 5.11 Installation lity g n . 5,11-1� Metal building supplier assumes full respoiasibi for en i�� eering and designing safe and weather proof roof . roof system; and will Provide detailed framing and construction drawings certi r fled by a Registered Engineer licensed to practlae in the local- ity 'for,whldh wl,dls work is intended. ' 1 . • . • . ' . '.. 0.. i 1 • , • . . , ' . . , . . 5.0 (Cant i,) . . , . • , 5.11-2 System to be erected in secure and workman like manner in, accor- . . dance with the drawings and erection instructions. ', •,„ 5.11-3 Flashings shall be installed to assure water flow into gutters. ,.' 6.0 WOOD AND PLASTICS . ...........**.■............... .. • . . . • ••* il 6.1 All sawn lunber to be #1 grade D.P. per II.B.S. Standard #25-4. . .,, • ,. 6.2 All plywood sheathing or sub-flooring shall be DPPA CD Grade. Exterior • DPPA-CC Grade for exposed locations, Each panel shall bear the DFPA , - . ic. Grade Trademark of the American Plywood Association, and shall conform . to t.Y.B.S. Standard #25-9. • 6.3 All boltheads and nuts bearing on wood to be provided with cut washer's. . ,, , ,i.,. ,, , „ 7.0 THERMAL AND MOISTURE PROTECTION . (7 7 lyietai iqilcllngRoof Insulation . ' .1. . . Fiberglass blanket insulation three feet wide and one and a half inches , thick, six pound den,sity faced with white .004 mil vinyl, having two (2) two inch tabs folded and stapled on six inch centers. Insulation to carry . „ a UL 25 label. 7.2 Metal Building Wall Insulation , .. .., Fiberglass blanket insulation three feet wide and one and a half inches " • •. .'4,!:4:1 thick, six pound density faced with white .004 mil vinyl having two (2) two inch tabs folded and stapled on six inch centers. Insulation to carry ' a UL 25 label. 7.3 Thermal Insulation Other Than Metal Building Fiberglass rolls and batts faced with flanged, black kraft paper vapor • . barrier with a perm rating if 1.0, complying with Federal Specification I-IH-1-521E Type II. ,.. i 7.4 Sealants Install around perimeter of all openings, between dissimilar materials and elsewhere as indicated. Completely fill all joints and leave a smooth ' . continuous bead. If necessary, tool joint immediately. Material to be equal to Sonneborn "Butakauk"na pure butyl. Caulking, gun grade in . - standard color to suit job requirentents. 8.0 Doop.8 .4Nr) wiNDaws e, . „ 8.1 Metal Wai.k.-Tn Doors 8.1-1 Standard walk-in door shall be 3t,-0" x 7 -0" x 1-3/4" thick single ., • swing flush type steel construction, . 8.1-2 All walk-in doors and frames shall be galvanized and bondet.,jed for maximum rust protection and point adherence. In addition 0,,ey, - shall receive one shop coat of high grade oven baked paint.' Doors W 8.. , _............_..... . Furnish and install all Solid core i hollow core doors as indicated and , scheduled. Protect all doors from damage. 8.3 rinish Hardware 8..,3 4 Furnish, check and service all items of builders finish hardware as , 'described herein and as SChedUled on drawings. . , \„ ,'' • 8.0 (Cont) 8.3-2 Hardware Schedule HW set 4+1 l pair or full mortized butt hinges 4i x 0.134 inches with non- w�. removable pins, conforming to ANSI A156.7 1 each cylindrical lockset,, standard duty, conforming to government • 160 series (2-3/4 inches backset) I each weatherstrip HW set #2 lz pair of full nortized butt hinges 41 x 4" with non-removable pins, conforming to Federal Specification FF-H-116C, T2107 1 each pull set, kawneer style F2 or equal 1 each closer, Norton 1605 or equal 1 each weatherstrip and aluminum threshold I-1W set 4 Pre--hung doors, non-removable hinge pins A 0 I each lockset, Schlade A51WO or equal 1 each weatherstrip .HW set #4 Pre-hung doors, non-removable hinge. pins 1 each lockset, Sch?.ode A51WD or equal • 1-1W set 45 Pre -hung doors, non-removable hinge pins 1 each lockset, Schlade A4OS or 'equ,al HW set 41,6 Pre-hung doors, non-removable hinge pins 1 each latchset. Schlade S d .�10�� or equal C, I-1W set 07 �., 1 pair..�;, �'r Pre-hun.g doers, non-removable hinge pins 1 each dea't bolt top & bottom of one leaf 1 each lockset, Schlade A40,S or eqt l 1 each 'weatherstrip fi .d I I \ : 8k0 (Cont) I Vset #8 1 each lock�et - lock to be 5 pin bolt type, w ith ' inside release mechanism • 8.4 Casement windows 8.4.11 Furnish and install " ,ok/Tite" rolling windows meeting or exceeding I I AAMA Specification HS7B2 as distributed by Mercer Industries Inc. Portland, Oregon, or equal. 1 8.4-2 Frames and sashes shall be 6063-TS extruded alumintrrkt sections 11 not less than 0.062 inches thickness. ';1 8.4-3 All joints are to be neatly, fitted and securely screwed together. , I - Frame are to be water-tight with non-hardened compound. Frame members shall be constructed to receive half screens over vants. i 8.4.4 All vents are to be weatherstripped with treated wool pile weatherstripping. • 8.4- 5 Each vent is to be with a self locking latch which meets AANIA Standards for "Resistance to Forcible Entry". Single glazed vents 1 '.1 ' . are to roll on nylon rollers. Nylon''antirattle guides are to be placed at the head of each vent to prevent metal-to-Metal contact. '' 8,4-6 All members to be natural aluminum, Clear Anodized or Bronze Anodized a s specified pecified by owner.s • .. 8.4-7 Sliding panels shall be sealed, in aluminum selections 'with vinyl i, .. 1 gasket. Fixed panels shall be glazed with snap in bead. Glass ' thickness shall be as scheduled. 8.4-8 Screens shall be 14 x 18 fiberglass mesh in rolled formed aluminum ,„I . frames. r 8.5 Store Front Windows 8.5.1 Furnish and install ''Nordic” store front sections series F as distributed by Fitzgibbon Glass Co. , Portland, Oregon or equal. . 8.5-4 Store Fron sections shall be 6063-T5 extruded aluminum,o • 8.5-3 All Joints are to be neatly fitted and securely fastened. I° . 8.5-4 All members to be natural aluminum Clear anodized or Bronze anodized as �p ecif Ied by owner, All exposed portions ations of ' shall extruded aluminum store front moldings be given an anodic oxide coating with :Alcoa. Specifications "Alurnillte 20441. Brake , molds and formed sections shall be given an anodic oxide coating ; . • in accordance with Alcoa Specification "Alurnilite 204-R1" to approximate t Closely apl the finish of extruded 'sections . 8.6 Overhead Doors 8.6-1 Furnish'and •install upward-acting sectional'' steel doors where • indicated. Doors to be Model #624 as i ianufautured by Clopay Door, or equal: 1 i I . A I I I I ■ ■ . . . . , ■. • . . ,. .‘ / . ,., 8.0 (Cont) • 8.6-2 Doors to be manufactured of all welded, pre-painted (24) gage rigid 2" thick box type construction hot-dipped for basic strength, deep ribbed, with rabbetted type rails. All stiles to be minimum , .. • 16 gauge hot-dipped galvanized nteel. Door to be prefinished white / acrylic enamel outside and neutral finish inside. Bottom rail ' , reinforced with full width extruded angle retaining U-shaped vinyl • a stragel. 8.6-3 Operating Hardware: Roller's shall have continuous steel rim, ten , ( ' it' ball bearings, in case-hardened inner and outer races. - '.; Roller hinges shall be 14 gauge galvanized steel. Bottom corner is to be fe..bricated from heavy gauge coated steel. Bracket shall be . . attached to bottom rail and end stile to form a lifting cradle and • „ also to hold cable assembly securely in position at each side of '. , • 4 % door. Top corner bracket shall be galvanized steel and shall be ' .,, i ..‘ . , ' '' adjustable. , '' 8.6-4 Spring counterbalance to be torsion type. Doors shall be , . ' . . balanced by helically wound, oil tempered torsion springs. Spring ', assembly shall be contained on continuous steel shaft, retained 1 , in ball bearing brackets. Lift cables shall be galvanized, aircraft quality, with a substantial safety factor. , i. 8.6-5 Miscellaneous hardware components , except castings, springs, •,1 spring shaft and cable drum, shall be zinc or cadmium plated. 8.6-6 Track shall be heavy gauge galvanized steel. Vertical track shall be taper mounted to provide a wedge type closing acting. Vertical track to be attached to steel jambs with continuous reverse 14 gauge . galvanized steel angle. Horizontal track to be reinforced with . . . , galvanized steel angle. • 8.6-7 Corner lift brackets shall be provided, engineered for size and • . weight of door. , . 8.6-8 Lock shall be an inside only end stile lock. 8.6-9 Engineered reinforcing shall be provided according to standard . . engineering piuctices. 8.6-10 Doors must be sold and installed by authorized door distributor With workmanship and material guaranteed for one year. .. . :. 9.0 FINISHES i , • , , , • . 9.1 gapsum Drywall , 9.1-1 Materials: i" thick gypsum board, butt edge in long length to ' minimize joints, Provide VVIR type board at toilet rooms i and test , . 16 ' tank room. 9.1-2 Fasteners: Per nailing schedule I 9.1-3 joint Treatment: Perf-A- ape joint system. 9.2 Prefinished Mainscot Panels Install where indicated - Material equal to MaSonite "Royaltile" panels; 1/8" thick, pre-finished tile-scored or plain sheets in color as Selected , by owner. Install complete with matching Metal trim pieces. Panels mastic applied over gypsum board wall: ' i'6471 ....• ' - ' , ...7..........,..........Th • z .., , , • . , - ' • r k .,, • ' 1 9,0 (Cont) 9 3 Pa n j a shall. „ ° 9.3--1' Number.of coats, specified is considered minimum. Contractor s '. apply mater.als in,sufficient quantity to properly cover the surfaces and obtain a fiat class finished surface. : '' ' . 9.a3 -2 Application-Proiect,all work of other trades. Work damages as al ,' result of this Contractor shall be repaired at this Contractor's ' expense to the satisfaction of the owner. Finish hardware shall be ., remov .�d or covered during all painting operations. Before beginning any work, inspect all 'surfaces.to be painted .to assure a first-class finish. Notify owner if any surfaces should be, corrected bef©re ^• beginning work. Absence of such notice'will be construe as : . ' acceptance of surfaces and later claims'of defects will not be accepted by owner. , ' Clean and prepare all surfaces as recommended by paint manu- ' • ,. , facturer. All floors shall be broom clean before application of finish ' materials. , 9.3-3 ''Painting Schedule a. Exterior Galvanized Metal 1st coat. - Metal Primer R 2nd coat -'. Trim Paint " a 3rd coat - Trim Pain (if required) .. , . b. Interior ferrous metal surfaces, wood doors, trim, base and �,�.. toile • Gypsum board: , 1st coat - Enamel Undercoater , . •2nd coat - Enamel Undercoater and "Egg--Shell" - Enamel in •a equal parts ,.. 3rd coat - Egg-Shell (if' required) r c. lnrlerior wood, doors, millwork., etc (Stained Finish) , 1st coat -- Penetrating Stain-wiped ' 2nd coat - Sanding. Sealer Flat • d. Gypsum board: Office Area Only 1st coat size and �z texture 2nd coat - Flat Latex Enamel - Base White , 1 ' , e. Exterior Concrete Masonry IThito I 1st coat Masonry Block Filler (50 S�.r.; Cal. Coverage) 2nd coat - Masonry B,lock Filler (50 S F./Cal 'Coverage) 3rd coat - Exterior Latex Enamel 4th coat Exterior Latex Enamel 1 . . All paint materia,is Ihall be,applik , in strict accordance with ,'' • f manufactures specifications. s. t ‘ i 1 i. i • . I „, , , • I . _ _ , .. _ , • . ' , . •,• .,. ' ' - • 9.0 (Cont) 9.3-4 Cleaning > Upon completon the Painting Contractor shall remove from the ,,,. . building all materials and debris created by him and leave his part of the work in a clean and finished condition acceptable to the . . .. . owner. Guarantee The 'Painting Contractor shall guarantee his work for a period of one ,4 : 4 year when using the materials as specified. If, for any reason, the Painting Contractor cannot guarantee his work using the materials #.. specified, or because of the conditions of previous coatings, he ' e . shall bring it to the owners attention before starting any painting. ',. • ' • , Th...:,,, guarantee shall include protection from all moisture ov water . . ,, leaks in exterior walls. , . .i .. 1 10 .0 0 SPECIALITIES • : 10.1 Toilet p , . 10.1-1 Toilets a. Towel Dispenser - Miami-Carey *WR-306C . ' . b. Toilet Paper Holder - Miami-Carey *8012 , ‘.' c. Mirror - Miami-Carey *1620 , ... . s . D. Heat Vent - NuTone Model *9605 . . . 10.1-2 Fastenings and mounting devices shall be of the most secure and • • durable nature possible consistent with commercial building quality in drywall partitions. 11.0 EQUIPME:n (NOT 'USE")) . . • . ., . 12.0 FURNISHINGS 12.1 Carpet (Office Areas) The owner will make the color selection from samples furnished by the Carpet .. . . , . Supplier, .. .. 13 .0 SPECIAL CONDITIONS (NOT USED) i . 14,0 CONVEYMIG SYSTEMS_ (NOT USED) . . i 4 - 1.5.0 GENERAL MECHANICAL AND PLUMBING (BY. OTHERS) _____ ......_........____ ......... 1 16.0 ELECTRICAL WORK (BY OTHERS) , . • ' ... 16.1 Distribution Panel • Distribution panel shall be mounted on 3/4” thick fir plywood painted black, ..g...,- inside the repair shop. ....,., 1 , . ...,r" • -'.4 _ , '°',i", • ", ., . v ., f' , ,r .,.W _,. .-: _ ._.,., 7.............. ...,'JZi:..n.,.if,_.._..."'4.,�._. _.. i....._...... ,.. ..,_- .._...,._...-.u.,.., ...._,....i_,..__...1 ,..... .„n„..„......„. n. .3 , (1,1::. z4n h Strait \''',,,_4 I ,• trail d The other way to bMik! ...; . . -. . NO , ....R,,,,,. . P a. at i • 4 . I. 'J, , • J. ' : ., I O\d�S .:. ;; Gold . ' ' Stran s natural earth tone k G •.. rr colors give you beauty N ,.; •'J. N`vt , that's tough and durable RpP .i,ry '''' a, ,. , The Factory-baked-on color c S- �; , , ' coating method used on ��, ;,, r °•• . Gee Stran panels and trim will Meer keep your building virtually try,. maintenance-free for r.,�h"" ''' #J"' ' ,{,, \0�' 0 ,•e fitkc�G0� �,e years to come,And the $0 :• f',;°�� b 4 ,,- {,5 '. ��1 ,� .cor �i t,J:tlection of warm earth S� '�,� ,,,,'r-t,,.,' ,..o`', '('9, r �. tortes lets you choose a y,..r v,P,),'lf<'ikt 4' �'Y' t: a \\`\ building color that will be "il,,v,,„,'.,' ''„� ,`'r ' ' fe r'..�k 7,b 4jtt.,%..,', ;�1.�., •4 just as contemporary to- . {` I r',' t, • ' . morrow as It Is today, ;.„4 ;,1 e • / W) ,, 0*\l , 0%S '\e \P\ Geer o \• o'� t y°± { ” � � fore p �` $, {���+ t. i”' ' , 10 1j` '�WTI l y� ''.- tF ,' •, ++ j;"I{, ,t, , 5 t ,.-.00,-,'4„,J y kd 4 l ,1r ' A,\.,g\ ""'�'i$}P n F-'`,x i�pi,l �'s•''''''''VJ Pa,`,. 5..,, h t'.'1C�i ,11 Il \ �{ V "yY f �M,1 ,fir �f�,�Y ,'�tV i➢y / �`/Ie\\�`IV 4 PS n , „ \4a\c\ v6,' a 'i '' ,r1 4 'f f:,1',. v p. d � '4j` .1tr��e ,,,,-„‘.1.4. `./O����� ? ;� is tf "�+'�iti,�,�,y� I. ' y�Y�a'1' { ■hl 't s ore O0' ,, �eAfib - `'�dh `j� 611,, .blr a lr r 1.n� yf 0, 1 \s\-(1E3 ,, x ��G , r,,, 1� , 1�°, V 1�r :7."':,‘ .J , `All (: {! d3 f,. ,P 5'V,3� 4 i '' f u iJ.-,1 .J hf.r. \J ii. Z, Nations/Steer ° n '')I t 06'cite . . r'* prmdUcta Conipan�t oar f` �; o a Subsidiary of tg i' ``"-•/ National Steel Corporation G E_ , P,0,gox 40 490 HoUstort,Texas 77040 Note;In keeping With Strdn's pokey of continuous product Improvement,dii .' A specificdttons are subject to ohdhge WilhoUt notice,All products ore bdcked by r . written Wdtrdhty,dvdlidbtd by writ!,4.,i Ndtiondt steel Oroducts Gotnpdhy. 5��se\t , 9 y `ill V Note:Consuit your Stroh Builder for color'ul�,cilobitily oh�specific pahois oho Flnisbr s, 0� 1 5 wO1^ Lithe In U.S.A. t•:apvriglst.1g74 Sirdh St'eet Corpardllarr. 1,orrrl No:74•GS d75 le , J , T [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]