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13035 SW PACIFIC HIGHWAY 5 'SIS► 1 APPLICATION AND FERMIT TO PEAMIT NUMBER (,-,,,., ONSTRITAPPROACH ROAD i HIGHWAY DIVISION 942y HIGHWAY NAM: MILEPOINT ENGINEERS STATION Pacif is Hwy. West 9 .72) 113+22 f GHWAY NUMBER COUNTY SIDE OF HIGHWAY APPROACH TO SERVE ❑ NORTH ❑ EAS,T Washington 34 ❑ SOUTH XI WEST CcrTrercial BETWEEN OR NEAR LANDMARKS I HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS _ Johnson AND Park _ 4V-294- Sheet 4 APPLICANT NAME AND ADDRESS BOND REQUIRED AMOUNT OF BOND REFERE14CE ❑ YES L:;NO OAR 734 50-02516) $ INSURANCE REQUIRED REFERENCE ADMINISTRRTIVE FEE Truck Terminals , Inc. 0 YES ❑ NO OAR 734-50-025(3) ❑ TEMPORARY DEPOSIT 2710 SW Vista Drive AMOUNT CHECK NUMBER Portland, Oregon 97225 $ 510 . 00 -A. _5 DISTRICT h1ll? NANCE 1P OR DATE COMPLETE A��C�O ECEI0 AT�.'1V: Gene &�rrett REGIO IN� � �T�����,� ILITYP�,f+ UPERVI�Q r ! — �? LRAT� 4 rl Eu u %J 1 0 , APPLICANT APPLICATION DATE kX, APPRO CHR COMPI-ETION DAT ---- �Z/f- 3-`p`' - - � REFERENCE:OAR 734-50-050(4) Uph o applicant declares that he/she is the owner or lessee of the real property adjaning the above described highway and has the la ul authority to apply for this permit.When this ap- l�catitd on Is approved by the Department of Transportation, the applicant is subject the terms and provisions contained herein and attached hereto; and the terms of Oregon Ad- ministrative Rule,Chapter 734,Division 50.which is by this reference made a part of this permit.Copies of the Rule may be obtained from the District Maintenance Supervisor's office. Issuing of permits under these regulations Is not a finding of compliance with the statewide manning goals or the acknowledged comprehensive plan for the area.Permits are issued sub- to the approval of city.county or other govw nmental agencies having either joint supervision over the section of highway or authurity to regulate land use by means of zoning and/or uilding regulations. It shall be the applicant's responsibility to obtain any such approval including, where applicable,local government determination of compliance' with the statewide planning goals.(OAR 734-50-055) SPECIAL PROVISIONS 1—if the proposed application requires traffic control devices and/or special road construction, the applicant shall provide a copy of this application to the affected local government. The original application must be signed by the local government official. I - LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE DATE X y . 2—The applicant or his contractor shall notify the District Maintenance Supervisor's office at least 4B hours in advance of commencing work and after completing the work covered by this permit.(OAR 734-50-040)Telephone Number: 3 . Applicant to ^onstract 8 ' sidewalk and Type "C" Ct,1rb Where needed to provide minimum of 6" curt exposure. 4 . Applicant to correct site storm drainage to existing catch basin at Station 113+42 . 1'YPE 4 APPROACH ROAD --- CURBED HIGHWAY NOTE: All materia; and workmanship shy l br,in accordance with the cur- rent State of Oregon Standard Specification for Highway Construction, I Drwy. R/W Line- l W =_ 28 W, = 35 X = 4 K 8 / A ANGLE OF SKEW APPRGACH TYPE CURB TYPE 90 A D — W B s• — — _ _-_ - N2tJ -� - NOTES: W - WIDTH OF DRIVEWAY Q W I K =- DISTANCE FROM FACE OF CURB TO BACK OF P 1 PRESENT OR FUTUPE WALK OR 10 FEET, - —_ WHICHEVER IS LESS t.Conc Curb �`" W, SEE TABLE A ON REVERSE X SEE TABLE A ON REVERSE PLAN! 734-3307E(3-83) SEE BACK OF APPLICAT10 4 r . . _ .��. - arab- 3•k , - � .. ., .- _.. � �1. M � ,,�� µw11 .i�'- .,'�1`.� �' *' i� ,:a..�...r _ _µ i � i IIS iii I � � � I ` I NOTE : IF THIS MICROFILMED .L 1 1 Aid DRAWING IS LESS CLEAR THAN — THIS NOTICE , IT IS DUE TO THE pUALITY OF THE ORIGINAL Z 8Z LZ T 4Z � Z EZ Z IZ Z fii �3i Li 1 I S I i EI I t i ( t Fr ti L DRAWING. E III! 1111 IIII IIII (III IIII IIII IIII III! 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Vow v�T N/f�� ..��'�ll�'= � Ir" 1 a ; 2M f f Ad r 01 AS 11111111 III III IIII11 � IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII II � I11 � � I � X11 IIIIIII VIII I IIIIIII � II�� II IIIIIIIIIIIII I I L II I VIII I t�;lllt+�I.IIII � III III 1111111 IIIIIII Illllllj f _. _ .._ NOTE : IF THIS MICROFILMED I 1 I 2 I `) I 4 I ;) I 1 ,4 I 1.2 ;I I G 1 —J DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � .� v. - - - -- - - - - I- - --- --- -DRAW 1 NG. £ 1 Z t?Z L Z Z S Z Z �Z Z 1 i Z Z 1 6 I l G I i i i i b'1i I 11 I771-1111,11a I IIII I I I I I �. 'j'I II'll I�IIII III�IiII it 11 II��III�III, it 111111 I.II� IIIIII IIII III II IIID 111111 ! III IIII.111, � I I (IIII IIII�IIII IIII I 1 1 III. I IIIIIII►I�IIIT-1 I 1111111,11111 Illilllll IIIIIIII111 I 11VII II 11111111 Illillll�llllll JUNE 1 1990 .... ,... _...,,""�"�"�„ '�"""��iG'f7�e,_...„.. .�_:.., .weer.:” ,_: _. .,.,,.•_ rr. ..,.. _: - _.... .w :r`. .. _ _ Wa-0,,:::i►:9J ...�' �I��711.!�� ay,,. • ,. _ .. __. _�r•Y--•- • -..-.__.r. ...._- « -_ .,"'-�•__ i -' - -- .. ...—..._: �_. __�� - _ _. _ .. .. -- _ _.. .._ _. ---.r...._. _ M:IIWAsit 11t1' y �: All r c t n i ur c r ng t(, tis? def or meeered bars per ASTM A&15-02(81 ) 9 _ grade• 41d. Sot sa+ee roinfcwcing 3" from earth and 1 1/2" frusta t removed and replaced at the contractors e-cpense. If the I fOrekc-d 1--wfoce:. . I'revide 2" X 2' corner bars of same size and contractor two •lrects, individual %itua+-ions will be spacing as typical steel at fill foundation small + evaluatedfe►r passible Acceptance if 1~emeer tela. eoai Facetious Intersections. Lap 36 014. or 2' -** * min. except. as noted on ` as Jeteerminod or appro%ad by the engineer of record are masse. P$iF y' growing&. The contractor will be billed by the engineer at a rate of t a C`KD rwSM.M/hr• fot any tiaro Waeent evaluating and/car rodesigniteg ' ht All structural .and mise_. steel to be AS" A36-81a. Pipe columns for such oc.cureeences,. LAMAS f'' AM-621 grade 9, type E or S, Fy-38 KSI. Tubes to be MATH ^308- %V FLOM Ota grade a f = 4L K8I. 6: These plans and spec i 4+cat i cans ane! the i nicer i n and • Y Detail ,i 1 , f aUr i t at e, and erect per N �9 9 design LIVIE 1_imv ip►6 PIW AISC 91eetification 19*M edition. All welding in steel to weork they pw?-tain to ars intended eololy for the project DEAD LOM L 15 r-w conforw to AM 01. 1-81 using E70XX electrodes. All welding of specified herein. Dick MI. Ebaling, Zenc. disclaims *31 reebar or inserts to conform to MO 91.4-71. All bolts to be liability if those plans and specifications or tka design, Hymn ltl.�f) wpm - EXP. M AaTM ^387-62a, except as noted on plods. All welds to be full advice, and instructians thereto are used an any project or length of joint unless noted otherwise. at any location other than the project IMt.Lt1MASi.li SOIL LOAM length and locattans gPecifie�d NFARIMB • harerlt n, : 13" PSr 7S ill us-sari nated bates to be RITC Combination W-103, iiik Ik"11C ZOM : Ii Industrial appearAnce, extorior glue, and camber to 29W ft. Pad us. lx C43ntr4*ctor i>+ responsible for, tonformance to all Federal , State, 8: Floor Joist to be DF/Larch, grade No. 2, or better, '348 And t.•escaY safety regulations during construction. •i Studs to be DF/Larch, e,Irende No. 2, or better, 34Sr 31: Concrete to be 3OW PSI 9 28 days atnimuee, eercept as noted. PKxIng, placing, and curing of concrete to be in accordance 10: Roof Plywood to be 3/8" , CDX , 32/16 with exts+ior glue. Block with ACT t18--83 and 319. 1-83. lnwrts to etqual 009-•MBS42. � and nail per plans. Ilex i meso sl ump i Ftoot i ngs and f oundat i ons 4' - . F 1 ow sI abs Minimum convent content 59W lbs/cu. yd. ? 11: Fleece plywood to be 3/4' 10 CO, 40/24 with exterior glue. Block and not 1 per plans. 011e to joist with construction adhesive. 3/ All concrete black to be light Wight units conforming to "TM C911V--7/ Gr ads, N, type 1. Strength and absorp"• on shall 12: Plywood for ex ter i or wal lkways to be 3/40 ' , CC, wi th exterior g) ue Met the requirements of UMC S:D Table 24-4-•8. Moisture content and Qreessure tresteeid. sh'a11 meet the requirements, of UMC STD Table 24-4-A for intermediate humidity conditions. All 0cortear to be Ui1C Tempe S 13: Prefabricated roof tresses shall be designed h-V the Conforming to ASTM CR7A-6A. Ali grout to be 20M PSI canc.rete manufacturer- to 1"2 Mr. standards and shall be inspected 04th 3/11 aggregate. Nigh lift grouting per USC Chapter 24 as required by said standards. Truss designs shall bear may be used, with appropriate c.luancuts. Except where t the stamp of an engineer registered in the state taf Oregon. noted, 2 - 83 in grouted 1 i ntel s and in grouted calls at Submit deesi gn drawings to Dick M. Ebeling, Inc. and to the jamb% and wall eri'ds. 2 - 114 In grouted ricnd beam* at si 1 I s and 1 appropriate building deeper tment for review. tap of weld IS. 14: F1 oar truss joist to be aye a&nufactured by Trus-Joist Inc. , 4: . DIAL tN01ECTION: per ICBG research approval . Joust to be complete with octal inspection shall be provided for those portions of b eartng shoes, blocking, brieigIng, beveled and pre--notcned 0410 elesonr•Y whe=re notated on the plans. The inspection shall pla,tes as res ireed.E ivaleent be rs deflinod key UBC 3/tbis)b, (b) and (e) . � � products of other eewia�ufactureer�s Aha l! de b Special a 1 1 nspemc t i on may bre subs!t ted for appr oval . Supplier t o furnish Y iu i Independent,nden t, squeal t f i ed building inspector c omp l aFt ee de t a i l s for all b searing conditions and other Soho shall demonstrate his Competence to the brei I di ng details trhi ch vary from Trus-'oi st details. IC80 research 64fletllel . The inspector shall be present at all times during approval is required. Manufacturer to furnish Construction 64 the masonry which requires special calculations to angineer and Building Department. ArospeCtlon to insure that the material* are as required and that the construction is in accordance with the plans and with i'9: Attachment of Metal Roofing and Siding shall be a: go" practice. Inspection ree>per"ts dhall be furnished to the per Maenufactorearrs recommendations. but i cit r&M ellrf f i e i•1 arad to the w4l a"w of rel~d !n 4CCordanece with 306tet!•TVAID eh411 Me OWWO 40 re4*1re O by Rett � let: Prefabricated Structural Framing Comee�ctors shall be 9Wtian � � � to) `* itllfble siA0108 of Neck be shalt acre auanufactorod by Simpson Company or equal with IC90 appr9vals, tl4t04 for s!-- aw, sm"~0 eft*bmt per un on. lkt.24 - { toptep owmiA' 60 "aft Mo rlerkgr to piscing 17: REJECTItMi OF 11ATERLAL8 AM/OR KNOWMIP: My 00* b laoitic in, jWopchs orb t"'eeorw eea-tt&""a rs or Periodic odic Any roster i n l found neat to eelwt the spree i f i eat t eons shall � ie>tiCt 'em• be removed from the site immediately. I ,, ,{ •. ,+: •, ,� sireinstalled ��MMr Mterial ady Installed 1 ed mor materials s f+epr-oper 1 y instal 1 eve shall be f i I } i N �. Nrc'N t0)rPFK...E 1'JADIN e3• POP- TRVek", NwY pprp' 10/o/ is;Ut'T)WC' Ota►,.' r:rlffi}�ekCrs .—. ee;ro :� w ���r r•r•:�,�;,ac, mac.. BHT C.«{ G ' tis�r�a. r- , rMr'= :etc•{:, N or J j NOTE; IF THIS MICROFILMED CAWING IS LESS CLEAR THAN ----- -- THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL v - II �-r11111111111111111HI -- DRAW ING, E Z Z LZ Z SZ Z Z Z I� Z lit i Gt �ai� .►��I����I����I���� ����I���� ���� �►�� �►��I���� ��►�I����I���������I►���I���� ��.�I����I����i���� ����1���� , ►��i►���JUNE 1 4 , 721990 • Y .,-