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11611 SW PACIFIC HIGHWAY-1 f i SOUTH ELEV. (� )Y4 I I j�w� 11 L! , t + ..I' T. 1 , t WEST ELEV. 00 c1S cs of avx ►x Al&R1tI AU SPAM VM M =Wit= pjk3QR A40 PLA1 IMG D _ `� � O � �I IIS lI� j ' • ,� r'T,— �� 4 ��' ( i � ' �y � � _. U� ,�� � ,Y .. PUBLIC WORKS DEPT. BUILDING DEPT. - - / TUALATIN RiIRAL A t 7�n�? I I, l s►�1' FIRE DEPT . _ � � ! '��' � !� , �` �T �:`�'' ✓ APPRpVI'D FOR COl'8'�'RUCTIQN 1 T.� T. T,/P. CITY OF TiGARD S� PRDi" — — l T I— — �1 PERMS Mid. I TITLE '� 7 NORTH QLEV. _- �,.� - -- .� !I ' �� '�� 1111 � � � ' � � } � ) ' ► : � I i ';� , . � f, ' t ► , , i� SITE PLAN I;I �.�illr , SII � I I t ' )I �I ►11 � �1'I � ' I f {I I ►��� � I tf , Ii '� I 1 �. `'~�'�""'"•'"'�'"''+el� I I I I{� I I r i l l I I I ' I +----.-�--ri-1---- III I ( I I I 1 I I 1 _..p X(o Q v,xl�► �J'r�n/p" EAST ELEV. 2 fa SCAIE If Av `1� //, dP� ,� `yW C. 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S 6Y, • C. DEL i A Uw, CONT 'P /V CFFICE -....._....�" V, BALL, -od 44 pr II111IIIIIIIIII IIIIIIIIIIIIIII IIIIIII IIIIIII IIIIIII II 'illl IIIIIII IIIIIII IIIIIII V V III IIIIIII IIIIIII IIIIIII II I --�---I-- - — 11-- -- -_._._ -� -------I---- L� ` _---1--�� I Ij'--I-11lfj NOTE: IF THIS MICROFILMED 2 3 9 11 � l IIIIIII IIlad DRAWING I5 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL E Z 8Z L7, _ --T— T DRAWING. Z t L t t tlllllllll�l 8 �'ll �.� kill IIIIIIIII IIIIIIli �i��l���, l��l! I I I iii i i , I II lilllll lull �� � ► IIII Illl�llilllll,l .l IJILIII�IIIIIIIIiII lilll I li IIIIIIII1I I �I� (IIIIII II►IIIII IIIIII , JUNE4 1999 �. I (o-v WOOF -INK F�t•l"� X50 >:�Tv►z� Fx7ku UbNT NOTES' Q r v MIIJ. AVAIA_A,-]�LE PARKMX.7- 7 sPAcas i *40 RGM0vF_ ExJcTstj& AciP14ALT Ar Aces PLAia�&& Auc4S A1jv RmAcE w ITM -ToP SolL AS RF Qv►I?ED FOC l.A1V0St11J4AJ& .41 C � S 6r 4.."B l II Tu �L • M m x �+ t1 �� 1 ( Y, 4 W14 w r M. -7'te '►" :a CP .. ,F' i�ofZ1M }'+'TDlj� M+rJ 6x7Kv[�i,rj V A" S A f Y re uA�H L b Nf w CJ3 `r CAIQ e a --- _- f I _ r4n, 1 � c.v►�3 Hg�A o - il►Pic AL ze �•�c T,1" ftiA►JT1 rJCr "ry wA'i Q _r14.1 ' T1" SCkv v 1. SCS- S6- Jb r.)Ffl cry _ •rT , N Ew AsPHA LJ 1 \_ SXs1�J $y - ' Mt� ?L' - 0.6 FvTUAE &AS PUMP E.xIS7'l��'r � ¢ _ 2 oR A4 . coVv/VE k \G ' N '3►�i T� I;L _ Tr w1 C-uA Re i'tiiLTs /4SF'H.A I.T' �\ r -10o o C "FOUM �A Tv AL �xJ gT�JVb PC^- f';'I E. \-"- - ---- m e e o _._ _.. ..--.... 34s_ a LANDSCAPING HL ,. , AM. LPT' rL,:x c-oo-)vExA 3-' 0 v.`. iS •• -TOTAL C;-,3 A KLA 4t-11',050 Sri, FT M.P. h UGI-fv P►►.1E 4-o O.G . 15-10 _�v A S, ALRE RTA T67AL ELID& A � PT, I Ick :.�, �s=;�" iv7AL 1�►JVp 1P►l�C� 4SOO -Wo PT' PTT PROSTP A TF_ .7 umpE IZ 4- - tx 4 i, T Tv 2 ul-OSA SOAJ 0-aER 3- / � r P PJE 6--6 vs 4�� L w. C. DEBAUW CON T'R I>ATE ��-c�K41IVgTE" PtA�11'i�Jfr -To Avo;h CoWlictiv,J u ys ` WITH ATYTAc k,&)1- TREES r-*j &4W IJ& PRoPUKTr ,p, " AVIS OFFICE �3 K, r3 AL.L. __ �+sw�-Ri?a ►a,.�■�a�e1R ►1•rrr+^.,: M.,,,, -.. �� s' !� ! !� ! !I � � � ! SII !� � ! 1 ! !� � ! � ! ! 1 ! !� � i I I� ! i�! !�i i� ! !�! ! 1 ! I!�i iii Iii ill iii ! I ! II ! II III 4I1 ! � I ill III ! ! ! i I I !i�l ISI I��• IIS i� I Li� I � 1 � 2, I I I ( 5� I . L7 I -1•� •+ � � - - �b� I 11� NOTE: IF THIS MICROFILMED � 41�1_ J- —�--- ---_l-- -- DRAWIN3 IS LESS CLEALEA THAN R THAN -- THIS NOTICE, IT IS DUE TO DRAWING. THE QUALITY OF THE ORIGINAL1!11ii� L I �dZ IZ! I6�IZ I 11 Z� I�11Z1I1111iZ l8� I�� l� ��,llI �i 1L1 1iiifiiiiliZ�iili�iiI I �II III£IIII I i I i t I 8 tT' G 9 I �iI � E Z �ii ,, ,,• �11�1�►f►. a��l ►„i1►1 ►�►��I���i i�i�li��� �i�.l���� ����I�►�� i�iili��� �iiil�►�� ►��� ����i����l���� ���I����!►���I1�►� ��►�I��►11�1�►�iiiil , j JUNE � 1990 Page 6 VON.; B . Toilet rooms to be mechanically ventilated to provide ( 6 ) air changes per hour with fan operati.nq off of light switch . 3 . PLUMBING A . All plumbing shall be done unOcr permit obtained separately from this permit . B . All storm and sanitary sewer: connections and work shall conform to all applicable code3 with appropriate inspections . C . All potable water shall be adequately protected from sources of contam-Anation . Division 16 . ELECTRICAL 1 . GENEkAT, A . Electrical by separate permit . 1 i Printed MAR 16 1479 RR CKENZIE ENGINEERING 1NCORPQRATED %.0:�� Lk W V41 til l NATE : IF THIS MICROFILMED 2 4 5 6 7 .) ld 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO DTHE RAWING. ALITY OF THE ORIGINAL £ Z 8 Z L Z Z Z Z Z Z I Z Z 61 i �I) MAY 17 ) 1990 ilii fill IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII illi IIII Illi IIII IIII IIII IIII IIII Ilii illi Illl��..al�lll IIII lili IIII Illi IIII Iil� Ilii I��I i�11 tfl� IIII Illiillii IIIIIIII (IIIIIIII Illi IIII IIII IIII IIII !III IIII ilii IIII IIII IIII IIU IIII IIII 1111 IIII IIII .- ,•,.•;^' . fir - .,. ,... : - ; - rr.+...�,,.ru,+rr. tip. - - .�....� .,.,.�... . .w -il. ..._... ....:.-...._.....:.....�:., _ ....... 17'. _7. ks L SPECIFICATIONS r Division 1. . GENEP_I1L REQUIREME14TS 1 . GENERAL A . The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site . Notify Engineer of any discrepancies prior to start of work . B . Sprinklers 1 ) Building to be fully sprinklered . 2 ) Sprinklers to be in accordance with National Board of Fire Under- writers Pamphlet No . 13 . 3 ) Sprinklers by others . 4 ) 100 sprin'c.lering to be maintained . Print,9d MAR 1 6 197 Division 2 . SITE WORK , 1 . GENERAL MACKENZIE ENGINEERING P G A . Assumed soil bearing pressure : 2000 psf . 2 . STRIPPING; .A . All areas to be covered 1-y paving , concrete walks , pads and floor slabs to be stripped . B . All soft , wet , or soil of unusual condition shall be excavated to firm , natural , undisturbed soil . C . Specified filling material to be placed over area to required heights . 3 . EXCAVATION A . Excavate for footings , piers and slabs to sizes and levels shown c'r required . B . .All footings to bear on firm , natural , undisturbed soil free of organic material , or on engineered fill . 4 . FILLING A14D BACKFILLING A . On- site material , free of deleterious organic -aterial , may be used as structural fill within the limits of the buildings , underneath ,any concrete slab on grade floors . 0n-site material should be placed in 9 inch thick lifts ( loose ) and compacted to a density of at least 95 percent of Standard Proctor maximum dry density . The moisture conteT' t of the on-site material , i . e . , gray-brown claye11.7 silt , at the time of placement should be not more than 2 percent wet or dry of the c;ptimum moisture content . lot . :-z�...`+A�.,•�:,.C._::..-r—,�-.... •._._�.� -ii2:...:._. .._,, ,.. .. «—w.w..w..rn,.,,,,.a.., ,..Yw.•....M�r.,.. +�+-..,.._- •�„�.... .: ..eC".,� ...d-.-i-•.11�► 111 � 11i ilell � l i � llili s11Ii1i � � 1I1 � 1 1111111 1111111 1 � 1I111 111 ! 111 111 ! 111 1111111 1111111 1111111 Irl 1111111 111 ' 1 1 111 � 1 � 1 111I1 � 1 i � i � 1l1li11 � 1 1 1 � � I111 11111 1 � � 1I111 1111111VV NOTE : IF THIS MICROFILMED 1 2 5 6 7 1 11 12 DRAWING IS LESS CLEAR THAN ---�'- __�_l ___ - -- -- ---- -- ---__ ---- -_----. ---- . __ --_---- _ 'THIS NOTICE , IT IS DUE TO THE "UALITY OF THE ORIGINAL Z' 1 Ll DRAWING. 11111��1II IIlillllllllllllli IIIIIIIIIIII Illlilli IIIIIIII 111, 11111 Jill 11 �lIli! I,*II • MAY 1 71 'r 1990 L �,Ii ANk � t r w Page 2 1 If a shortage of fill material exists , or if the on-site material becomes too wet to compact properly , imported granular fill material may be used for structural fill , consisting of sand , sand and gravel , or crushed rock . The maximum size of the granular material should be about 2 inches , with not more than 5 percent passing the No . 200 sieve (wet ) . The granular material should be placed in 12 inch lifts ( loose ) and compacted using vibratory rollers or plate comT-)actors to a density not less than 95 percent of Standard Proctor maximum dry density . 5 . GRADING A . Grade areas designated to elevations indicated . B . If grades are not adequate to provide adequate site drainage , notify Engineer prior to start of work . 6 . PAVING A . Comply with "Asphalt Paving Association of Oregon " recommended design and construction procedures , latest edition . B . Provide paving for all areas specified . C . Weed control treatment is required on all. subgrade surfaces receiving asphalt surfacing . Use Monobar Chlorate by U . S . Borax or Nox-Weed No . 10 in accordance with manufacturer ' s instructions . 7 . WHEELSTOPS , CURBING AND PAVEMENT MARKIDIG A . Wheelstops - 4 " precast concrete by Central Premix . See T)lans for locations . B . Curbing - 6 " concrete or A . C . extruded cur ,)inq . See plans for locations . C . Pavement Marking - Apply 4 " wide parking and directional lines where shown . Use Rodda Paint Co . No . 67 , White . Division 3 . CONCRETE 1 . GENERAL A . All concrete work to comply with ACI 318 -71 " Building Code Requirements for Reinforced Concrete " , ACI 306 " Recommended Pr. actico For Cold Weather Concreting " , and ACI 605 " Recommended Practice for Hot Weather Concreting " . B . Notify Engineer 24 hours prior to beginning any pour requiring inspection . 2 . FOOTINGS AND FOUNDATIONS A . f ' c = 2500 psi at 28 days/maximum slump : 4 " . 3 . FLOOR SLABS A . f = 3000 psi at 28 days/maximum slump : 3 " . l iliI 111 111iii LI iii i � Ii IAlii i ��i iii I I I I I I J_1l � JillIili I iii IiiiI � � � � i ! NOTE : I F THIS MICROFILMED 61 2 6l__ - ---..___ DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO _-_ _ ► rrrrr THE QUALITY OF THE ORIGINAL g Z 8 Z L Z Z 4 Z Z Z Z I Z Z 6 I L l i T i E i I 1 1 1 6li 8Ill� lill L 8 4 f E Z i t Not DRAWING. II{IUllllllllllllllllllllll (III IIIIIIII {III {III IIIIIIII III) I��IIIIII II{I-IIII IIII IIII illl Illi IIII {III.►�.q�llll IIII Illlllllill�IIIIIIItiII�IIIIIItf�� llllllll IIII III{1111! IIII IIII Ililll ILII IIII IIII IIIIIIII IIIIIIIIIIIIIIIIlIIIIIIIIIII ,III IIII � , . , .. , .• • .t IIII Nl Page 3 4 . PILASTERS , WALLS A . f ' � = 3000 psi at 28 dclys/maximum slump : 4 " . 5 . TILT-UP PANELS A . f ' c = 3000 psi at. 28 days/maximum slump : 311 . 6 . REINFORCING A . Floor slabs : ASTM A-185 welded wire mesh , placed in center of slab . B . All other concrete reinforcing , except as noted onlans ASTM - grade 40 deformed bars , p A 615 C . Reinforcing bars to have a millir11,11m of 3 " of concrete coverage from earth . 1 -1/2 " on columns and beams and 2 " on walls . D . Minimum bar laps at splices , per '-%C: T Code Sec . 805A and 8058 . E . Pilaster reinforcing : See plans . F . Tilt-Up tva"l Panels : See plans . Division 5. METALS 1 . GENERAL A . All structural steel shall be detailed , fabricated and erected in accordance with RISC manual , latest edition . B . All steel plates , flat bars , straps and structural sections shall be ASTM A- 36 unless noted . C . All bolts ASTM A - 307 unless noted . D . All welding per AWS Standards . E . All steel to have shop coat or to be galvanized if noted . F . All steel embedded in gravel , rock and/or earth to be coated with asphalt . NOTE : All welds E70XX . 1/ 4 " fillet weld typical uljless noted . 2 . FLASHING A . All flashings , counter flashing , cap sheets , reglets , gutters , jownspouts and scuppers to be 26 gauge galvanized and primed for painting . Division 6 . CARPENTRY 1 . GENERAL A . All riails to be "common ' or galvanized box nails . No Brite box nails allowed . IWWI I I I i i I I NOTE : IF THIS MICROFILMED � � I i n I I DRAWING IS LESS CLEAR THAN 7 `, 1 1 12 IS NOTICE , IT I5 DUE TO I -- -- - - ----- - THE QUALITY OF THE ORIGINAL �`-` - --- DRAWING. 9 Z Z L Z 8Z 4Z Z Z Z IZ Z gI fs t L t i I � : I I i i- __- �- - -- 6ll--- _ --. _ 9 IIII Ufl Ilii ILII IIII IIII II i Lr �I � II IIII I I II I IIII IIII Ifll Ifll IIII I,.I IIII IIII Illi IIII IIII,lIII IIII fill (!II (lil�� . � 11111 � I,�� � I � !) I IIlII 1111 �111111( Ilf��l�ll Ifs IIII (111 ill IIII IIII�IiII 1111 fiIIII 1111 111( 1111 IIII 1111 Illi Illi IIII I+II IIII IIII 111111111111111111! 19 MAY 7. 90 . lilt s.ea Page 4 2 . LUMBER GRADES A . Studs : D . F . Std or Better . B . Plates , blocking , bridging - D . F . # 2 . C . Joists and Headers , Ledgers : See plans . D . All wood in permanent contact with masonry or concrete to be pressure treated with a ;.rater-borne preservative in L-.ccordance with " Standard Specifications for Pressure Treatment of Tir.lber Products : , ASTM designation D1760 . E . " X " brace all joists at maxiinu,i 8 ' - 0 " o/c . F . Solid block all joists over all supports . G . Fire block all stud galls at 8 ' - 0 " o/c each way . H . Glu- laminated beams and girders : 1 ) f = 2400 psi , fcl = 450 psi , f = 165 psi . 2 ) Camber : ',. �, ': �1r;. � � ' �o)hbx7 3 ) Exter -or glue . 4 ) Industrial appearance grade . 3 . PLYWOOD SHEATHING A . Roof Sheathing : See plans . B . Floor Sheathing : 5/8 " C -D INT APA . 32/ 16 . C . Roof Nailing : See plans . D . Mezzanine Nailing : 07fF Division 7 . MOISTURE PROTECTION 1 . ROOFING A . Ownes/Corning Specificat- ion 42. 0WMD (Class B ) . Division 8 . DOORS , WINDOWS AND GLASS 1 . GLASS �, . All glass to conform to 1970 Uniform Buildinq Code Chanter 54 , Tables 54A through 54E . i � i1.� � ! i � ili � i iii iii iii iii � � i iii iii iii iii iii iii i � i � i � i iii � � i il � iii i � i � i � i � � i iii i � � iii il � ifs Ali iii iii i � i • i !i iii iii iii i � ► t � i � i i iii iii i � i � i � ili � i iii i � i � i � i r��.. _�,�, �. .—______.-....__. W- Y.:.:.._�.-.__......,._......w�. NOTE . IF THIS MICROFILMED 1 DRAWING iS LESS CLEAR THAN THIS NO . ICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL RAWIG17 ! 1990 £ Z 8Z LIZ Z 4 Z Z Z Z I Z Z 6� T L i i � i £ � j I I T 6 t3 L 8 Q � £ Z I �� M • LL �. IIII IIIIIillll{IlIIIIIIII{Iilll, IIII {!II Iilllll, Illllllllillll-IIIIII IIIliillllllllllllll II�IIIiII IIII���.��lllillll IIIIIIII Illlllillllfla1i11111�11111IIII Till Till IIII IIII IIII IIII Illi IIII IIII IIII Illlll�llllllll) IIIIIIiill{Iilllliiilillilii IIII IIII d iV Y1 MAYI .t,dM� • f • z i Page 5 Division 9 . FINISHES 1 . SUSPENDED CEILING A . Acoustical lay-- in panels , 24 " x 48 " x 5/8 " with flame spread rating of 25 . Furnish in matte white finish . B . Suspended grid : (cold-rolled steel ) 1 ) Mair. tees 1 -1/2 " deep with 15/15 " exposed flange with rolled cap and integral. reversible splice at ends . 2 ) Cross tees with double web design , 1 -1. 12 " deep and with rectangular bulb with web extended to form positive interlock . 3 ) Wall mouldings , 1 -1/2 " dep ,angle with 1 " exposed face , fasten with screws at 32 " o/c . 4 ) 1 -hour fire rated suspension system . 5 ) Exposed finish of low sheen white satin baked enamel . Wire : 12 gauge galvanized at 4 ' -0 " o/c each way . 6 ) Cross runner span 48 " o/c maximum and with intermediate wire support . Wire : 12 gauge gal- vanized at 4 ' - 0 " o/c each way . 7 ) Provide one additional wire : uppor. t at each light fixture . 2 . TOILET ROOM NOTES A . Floor shall be sheet vinyl or sealed concrete with f " rubber base moulding . B . Walls wit;.in 2 ' - 0 " of front and sides of water closet compartments shall be finished to a height of 4 ' - 0 " minimum with epoxy paint ( 2 coats ) . Balance of wall shall be finished with 2 coats high gloss enamel . C . Handicapped compartment clearances : 42 " wide and 43 " long in front of stool . Door clear width to compartme.11'.: : 30 " when located at end of compartment . 34 " when located at side . D . Under at least ( 1 ) lavatory in each toilet room , provide unobstructed space 27 " high , 26 " wide and 12 " deep , except for projection of lavatory bowl and waste pipe . E . Install at least ( 1 ) mirror ( 1 ) towel and ( 1 ) disposal fixture such that they are within. 40 " of floor . Division 15 . MECHANICAL 1 . GENERAL A . Mechanical by separate permit . 2 . VENTILATION A . Mechanical ventilation to provide minimum of 15 cfm of fresh air pr,r � occupant , NEW - . NOTE . IF THIS MICROFILMED 1 2 • �__ 7 l U 1 1 r DRAWING IS LESS CLEAR THAN 41 THIS NOTICE. IT IS DUE TO Illlllllllllllll Ililllll (llllii�!IIIIIIIII J,,,J ',,'J,J,J'r',,J,J,, Zll IiT�THE QUALITY OF THE ORIGINAL DRAWING. £ lllllllll _ 1- `- t17 1990 IIII IIII llllllll�� .��!lIIIIlI IIIIIIII Illlllllifffllll111lil� ll111111 Illllilll IIII illi Ilii Ilii Illlllllilllllll lllli�l�l IIIIIIl) Iillllllllllllllllllillllli! (III IIII ��� .� :��. MAY I rNo 1 . 1�. lSi(lA T►CSICi (�,����.. 'Y . Decem!-.er Tigard City HA11 124�.'�, S .W . Kai.n Street Tigai _ . Oregon 972213 Si.-eDesi5n Review 53--78 Union Gospel Mission Applicant : Union Gospel. Missions of Portland .'-c?u_st : For site design and architectural review of a prcposed thrift store . Si. Location : 11605 S .W. Pacific Highway Site Designation & Description : The site is presently used by an Avis Rental Agency . A. 1 ,060 square forj�: office exists near the southern portion of the lot with the remainder of Lhe property baing paved for customer parking and rental vehicle storage . The Site i s currently zoned C-3 "General Commercial" zone . I•....or osed L'_.i,! . The app'Licant is proposing to build a 16 , 540 square foot thri.f t store for re tailin::, second hand merchandise . Previous Act Lon : CU - 6-78 - On October 17 , 1978 the Tigard Planning Commissi.�n approved a requEf�t for a Conditional use to construct a thrift store at. 11605 S .W. Pacific Highway sub je(.:t to the foilow.ing conditions : 1 . That the site , building and landscaj e plans be submitted for sits: design review . The site drainage and construction L i.a..zs be submitted and approved by the Building and Engineering Dep ::t-ments prior to issuance of p,-�rm i t s . Requ fired ?arking : T,.)tal zetail areas 13, 060 square feet. Rp q i,ired 1 space/400 square feet 13 " 06C sq . f"r ./ ( 1 spar-e/400 square fee,-) = 3 i spaces R:.a a.ir Area 4 , 540 square feet l`� •��,,7:��:41� Req, ,ire a 1 space/503 sq . ft . �` . `'V.- 4 , 54j V.-4 , 54j s(1: f t ./ ( 1 space/500 square ]"Pet ) 10 s aces ..I.... ....-�.-..�._. _.. -, .. 43 spaces (total required parkins) `.he aE-plicant is proposing to build a 16 , 540 square foot thrift store . The oropo�ied building ' s exterior will be concrete tilt-up panels . The entry area F i... �....� iliil � ili Ali Ali � I � � li � l � � liili � l � iliili iliili i � iili iliili ill ill iliiliili ill ilt � li il � iliiliili i i ii ill ill fill ili � l � � I � lili ill ill ililili � ili ill ililil � �` d; ...,�, . __�.. ,,r _....��,w..�...._.______.�.._. .._ _._.. _ - .� •. ; NOTE : IF THIS MICROFILMED 1 ?,r 3 7 10 11 1 DRAWING I S LESS CLEAR THAN THIS NOTICE " IT IS DUE TO THE QUALITY OF THE ORIGINAL �T IL '1111111 '1111111 '1111111 '11111111,111 ,DRAWING. Z Z gZ L Z Z 4Zl6 �H Nil � � 'I IillIll 11111Il lill1llll Illl 1111 illi i IIII MAY 17 : ,.,. ) 1990 NEW r • mvg, �► .. ._ •- w:►..wY k.....males. p• M T TIGAFG DF-SIGN FJ::%17E61 Tecemb2r 1.5 , 1978 SCh c 3- 7e' Page 2 and the two lo<.dii rice docks will be locatt!d on the east-,rn face and wi.l] 're protected by metal canopies . In order to reduce the i moact of t':--e Large , grey , conc. r. e t_c: building on the surrounding .;e:s ident.i al arras the applicant shall use an earth tone coloration on the exterior of uhe building. The on-site tr-affic ci. rculat .on is adequate , but there is an area of cc-ice-in . The staff indicated to the applicant th,it any l -trgt truck: (speci fi.cal1v truck and trailer rigs 45 ' or larger) would have ars extrar-lely difficult tin,'_ maricuvF.ri rg into or out of the t:wo loac'ing bay's or docke .s without dartia4i:r19 the: bliil(jinq ardor truck . The applicant felt that large trucks viould not hcc- u t :i l izi ny the l oadincj dockets j:cid therefore , the potent i a.i. for d:�,,,agi.ng thf building or tt.•cck was very improbable . The applicant be required to install an additional fi:•-e hyd--ant witrhi.n 2SC feet of the furthest corner (nortrtwest) of the huildincA in Compliance with Title 1.4 c,f the Tigard Municipal Code. . The measurz,ar:n t shall he made along the most directly access .hl.e copirse from the hydrant at nornal ground or street level. . Staff Act ion The - taff approves the project subject i ,-, the requirements of CUt ' GI'►c� j!F� fol ?owir►-r condition: : 1 . The applic«nt shall u--.e. an earth toric co',.crai ion on the 1. 1- of. t'(iE, 16 , S40 square foot thrift store. , 2 . An arldi. tior,al fire ti grant must he placed with-in 250 feet of the, north- (to or. th-- , west cornu o the tttr.i. i f. story (to be measured along the moi-.t d.-Lrecutly accessibly, course frc,rii the hydrant at normal grOU.nd or street level . -XEM1FTH Z.. WEAVF.P. Planning Director 1 . . Jill 1I � I 111 � i � i � � illI ill ill ' i ' ill il � ill ill � 1 I ill iii I ell I I I I I �.. I I I I i i I I -_ _ _ _ _ _. _ __�_.._...._ .._...�4 , • �+ NOTE : IF THIS MICROFILMED )_ ,41 3 4 5 6 J 1 ii 1? DRAW I NG IS LESS CLEAR THAN - THIS NOTICE , IT IS DUE TO _ i THRAWING,E QUALITY OF THE ORIGItr;L D 1 £ Z b�Z L Z Z 4 Z Z Z Z I Z 9 T -^ - L - T T Imo_ 4 i - 6 �- g L -V 9 9 1► Z 1 ,. �� Af7 M A Y 1 7 1 9 9 0 -� I �l:Ull IIII iilllllll IIII IIII IIII IIII IIII IIII IIII IIII sill sill ILII IIII Ilrl IIlI IIII IIII IIII IIII ILII Illi��..;�llll IIII IIII IIII I�lI IIII III. 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X 33" ""y �` LK ;9 J N,t T 2�;i R W AT EiZ DIST SOLID G- Eo.o; I J 2 Y.10 JO 15T � l " �4 - Y x to tr>ract �."'...�—•- G/L.. P M 5 e X 40 CONG• SLAB - ...tom..-......-.--..�:.-.....---.• «.._._._.... �,_....r:. _ .._.. _ l�L SKAL46 t * V-O" APPROVED FOR CONSTRUCTION ` c CITY OF TIGARD ( COL..UM:31A CORP. , /. vZ? y SITE ADDRESS)��'��_ .`L- ... f :l 19 S. W. PF �: / - � TUALATIN, QREr:ON 971)62 gY �� TITLE ___DATE__rr� �l TClral SPRINKLERS DALE _ rats SHEET 0 4 } 2 - 713 F, w CONTRACT SCALE _ - F O R E M A N $ NOTESNow" HANGER LEt,EIv� +� DEVICES— STANDARD SYMb015 STANDARD SYMIlOL•S SPRINKLER HEAD SYMBOLS An"aC1VALS i IN Wtk'3N new CONTRACT Wrr' A"� 1'1 QT�D E REVISIONS - Ehu�MEEIt 1.' IK)Oi(d L�JGTFI AS OffiIi3F ACED SPRIMW iRf � � QTY. _ POST INDICATOR VALVE rte,, -- UPRTCtiT QN 1/�" OUTLET 1_ �.1rIAT� _.�s_ m, .. _- �1� +�-. _. -- - -°- .. .w } cl+ecic IE __ .. _ Ao'oiRero!_,,'Q1 ._:r,. lZr_ HE ALARM vAUVE �- A SHEET � li S - FIG 116 CEN,IN6 FIG.,ROD ak RING � �•_�__ q - K[Y V/1LY£ _ w/AlJ1RM VALVE II/S 1P .3' - -. R►T1�a.AJu,.LV[-a.•-�� RISER VE 41� b 140 163 CEILING FLO.,ROO L RING ittsm w ORY VALVE - r / -A► UPRIGHT ON 1UlM•l ��-- y , . .�.. D __ � 7 CA?I+Ch StRlVII, RC+D i RiNL ---- � . _.r»_ _. ._f_ _. ..,•�._ _ -- _ __ - _ - _ _ _ .._._r FIRE OST COMeCTION w/ELK FLOW 3lYI - PENDENT ON N ROP WATQ OWT C•�•N� j G S CONC. INSdT, ROD i RING ._..._......,.... ..��....__ .._-. _�_.....-- � SPR ON 1 DROP �G"�4� �.+ H 1�. �` V _. EXPNd61ON CAM, WOO i RI1dG �. i _ Oi- i Y (SATE VALVE Q .. RISN VALVE FLUSH �� t _.... _. _____ � �r',1.lt�-iia... 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I ORATED ,�O . - - _ mum -, , - -- 111t1111111I111 1111111111111 1 1111111111111 11 IIIIIIIIIIII111 IIIIIIIIIIIII 1 IIIIIIIIIIII111 Illlllllill�l i Illllli Iilll 1 i�llili Ililiini ililillllil 1 1 1111111 111 111 1111111 11111 1 - _.__._. 1 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ---�— - L - - -- --- ��-- - - .� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E 7, gIZ L Z Z 9 Z I Z T1311 9 1TrDRAWING, IIIII IIIIIIIII 111111111 IIIIIIIII (IIIIIIIII; 'I 'II I III I III I I �Ililll11111111i l 111► II I 1111111 IIIIIIIII II I I,L111111111111111 IIIIIIIII lllllliil lllIIIIU Ilillllilllllllilll 111111111 illllllll ii►111111 Ilulllll 11 Till 17 1990 MAY A , - W r M� 4*1 • b� � � � r E1.1 - 1 , ch o fcr I ,y, ltl � W � A 2apa�Tg ✓Uri - VI ILA T Or r1wF:1dcq `moi 4 ('j Q Z -4 Z Lu 01 i ( _ __� -_ N { - A).(p :.E�h�12 W e ►SRA 1..'"� � �4-I•GSI q/�. �,� Q„� o A 4 i1 !t vJASNr RS I LLI lohm Z _ i rI Q ' I N O "'� a o WZZ A �+ X111 .e ` L I %P >R I�4 71i oT K &O ..9aGolie,, w/t/Is" PkkA✓o,-"'S a 4 O 11•��, A!<ZS M iCf 1 d i w '04 ul _ _ ►u - IL Iri W. 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