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11565 SW DURHAM ROAD-4 Keynotes - 1. EXISTING PARK SIGNAGE 2. SIDEWALK TO MATCH EXISTING EXPOSED AGGRLGA lE: - \,11 t�.II....,` PACIFI ► WITH ADJACENT EXISTING SIDEWALK IC. HWY — 9 *S`A/ 3. MOVE EXISTING TRASH ENCLOSURE 14MILDREN DESIGN GROUP, PC. A 4. RELOCATED TRASH ENCLOSURE 5. EXISTING TRASH ENCLOSURE TO BE ENLARGED nRCHTI'��i'11R� S,PAC'P. t'1.ANNiN(; -- 11830 SW Kerr Parkway, Suite 325 -- 6. REMOVE EXISTING PAVING AND/OR WALK FOR LANDSCAPE - - - br - — - - _ N 2a24'44rE_ 502.54' - - - -- - -- _ - - - - __ __— -- e8 Oregon 97035 AREA SEE CIVIL AND LANDSCAPE PLANS rake Oswego, ()te$ _ -+ 1. CHAIN LINK. FENCE WITH VINYL. SLATS AND GATES AS SHOWN. (503) 244G5�2 ' PROVIDE PIP: FOR LOCKING IN OPEN AND CLOSED POSITION. DIMENSIONC' SHOWN ARE FOR CLEAR OPENING. PROVIDE NO of s I PARKING SIGN ON EACH GATE '- • 8. BIKE PARKING FOR 5 BIKES SEE 6/A5.1 9. ACCESSIBLE SIDEWALK RAMP - SEE DETAIL 3/A5.1 10. RESTRIPE PARKING AS REQUIRED 11. RELOCATED ACCESSIBLE PARKING SPACE ❑ [� 5�` d` ,o• 12. 9' CONCRETE RETAINING WALL -- MATCH EXISTING TOP OF ---- t�1 �. WALL;--APPROXIMAIL 2�-Q"�XPQSl1RE, FIELD VFRIF Y EXIST ".1 __—_ E:XIBTING- BUILDING B –__ i ° - 4 13. 6 -0 WIDE STRIPED ACCESS AISLE I .1 - - - o. -- 14. EXISTING FIRE HYDRANT BUILDIN!a A n q �'- 0 { &31116- all - \ , :�L ❑ IL -- ----- - / 3iJ5 IW -�- r 3 82'57 I / 9 9"CON WALL. r' I • W t E ft. I ( 9 ! N Ee �� L: ! �, ; ► i 6 �, ! C11,111, 9 6, >r msµ• EXISTIN • I OF - -� _ r -� R9� � -- BU G C , (10) tPACqS • 1-39 , d'-0•fl'-0• 10 ! ! _ 1 _ 1 - -0 I \ / *' .�`" •\ � � 12 II _- N. A _ -�i___.60) AT ;\ ? 9 2• 13 ZAssociates 19 19 Durhan 9' :. 4 17*13'34• --- � � � "._ (v'JO.► R - 432.45' 9 - �� --�-� I o• 4 , L - 130.02' r - �- 0 CS - NM12'01"w _ r �/ - C .. y 29.53' ---- PROPOSED' -- ; _ 23803 150th St SE ' BUILDING F --- ._IY�. - --_-- Monroe, Washington - 3 4 --- - -- -- a, Enlarged Partial Site Plan ��--_-�- b a - EXISTINu BUILDING D 14 M N 4 Building F ! a• - -- - I 4 - S — — ------------ --- ILqgend - �Yi�i��owb�°O®k 3 6 _._ 1 1 . . . Commercial 7 8 _ 2 S w 59.08• t _ ��------ je.1 ;N •___--_- 1 a .........:.........:.......:...:.:.:.....:. NEW PAVING Center 3 - it i .. � � 1 ----- �.�•_�_�L�._ oma, - .� ,,,� c � � •..•.•.•.•.•.•...•.... ...•.•.•. .•...•. SW Durham Rid. on, Tigard, OR - — -- — — — Suet Titles � ----- •�: _ :�• W. - , Plan EXISTING CURB OR SIDEWALK TO Site I •�, , �,. �� :.�.•• �. BE REMOVED - - SEE A1.2 FOR PLAN 1 ". I CITY OF TIGARD EXIS G BUILDING E . ' Approv .............................................. .� Conditi ally Approved.................... { i• For onl the work 8S dt3.�+triF�3d itt� �q��d� S�Rlc N o: Fol �_"d37 sr 4� -� ..... I I AREA OF WORD Attach.. _.._ Joh A °� =, /�s'• > s-u, a _, -. 6 >J r Revisions \ �,•,�1 *Ira II $ 4� � ... 'ArLORs rEMr RD / � 1. Gv L�IRurCh I.TJ 1 V� Cooper 1 V[IA RD r p,, \ / Mtn to Geiwal Revision \ �T 5• I W ', _ � OM( IIT t k c - 79.35'1 �?n T :TEFF[ 2 30 July 19% R _ 130.00• 18'-0• �� ' ; �' - Addendum ''2 L - s °8'57'5 3 t•�'►,° Site Plan C . 165,41' �� - - 1 -� �ll �w ., T: 3. i April 1997 I e ii WR, I Genera Revision Mtn igar r ; n�° I NcD D tT ' Lake aAA 4. 7 May 1997 _ _ t�rTA Revision for Permit - .A- - - � r S 21.1 :0flil I 104.00' King C i t � in REEM �-0• Dur 071 �� - TiMLArIN „ MILDREN DESIGN GROUP, P.C., 1946, ALL — RD ft 7 RICHT' RESiRVED-Q�_—,— _ - _ TuaLat 1 ivergrU R. THESE DRAWNGS ARE THE PROPERTY Or MILD NOT TO HE EN USEDON OR REPRooUCED IN ANY RT RD S��' MANNER, EXCEPT WITH THE PRIOR WRITTEN S 2t'3y•3� Z•w � 59.47' _. _l [Dr RD tw►"� -AVERT ST PERMISSION OF MILDREN DESIGN GROUP, P.C. o Date _ --- 14Ai- SUWET d Sher w ST j a `?i Drawn by: Checked hy: � I �F1-I L- a \ �} Durham Koad nvD 1 WEM —��.— flU P 96-0379 � West WEM SIT 96-0040 . � O Number 9404 Page 1 of I6 VicinityMap Sti<cet of: N `. A a _....._._,,.rrwrrr..e....,.�.::..>.... �.,.�....._....,. :,_,,.,....,..,r,t�^.wMal.,,ten,�a.:.mnr•r,;,.n.:..�..1+.RllNMlne,s.:.m+,n�.n-••..,. h I( tIIIC 111)(ice :111itt'ars clt•;IrI'r• tII:In the JUN 0 2 2000 document, the document is of III II'giII:II Iluatil.N. 111Wnd11111L-d T 1'I'llolljllljljl�i i III I Ii) ! ! . 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AREA TO BE LANDSCAPED - SEE L1 _ . - - -- - - ---- ---- --------- -- --- ,r AR('1 fI'1'Et'IURE • 5�'ACE YLA;�7VLWG b . 4 WHITE PAINTED STRIPING, TYPICAL 7. EXISTING CURB 11830 5W Kerr Parkr+vay, Suite 325 -�� B. EXISTING SIDEWALK Oswego, Oregon 97035 9. EXISTING PAVING (503) 244 ,0552 t 10. EXISTING LANDSCAPE 11. PROPERTY LINE 12. FACE OF WALL 13. EXTRUDED CURB 14. RELOCATE EXISTING FLAGPOLE AND FLOODLIGHT PER OWNER'S DIRECTION Legend . .. . . . . . . . . . . . . . . . . . . . . . . NEW PAVING 9 , ,► ,► CO d � 1 N EXISTING CURB OR SIDEWALK TON. I f3�5 Iz ►�,.�' BE REMOVED • ' ,a � aOF I A5.1 t 2 Owner: 1Durham 9j k k A5.7 -- - 1.3fs03 150th St. SE t Monroe, Witshington Pro-,'act: Building F 4 Willowbrook Commerciall i I Center 3 SW ]Durham Rd. "Tigard, OR 3 11 - - k r __----.--v -- Sheet Title: 'Enlarged t - � Com., 4 ]Partial0 OJ \ . . . . . . . . . . . J Site Plan . . . . . . . . . . 0. Revisions: 14'--6 601-0" ---�' MILDREN DESIGN GROUP, P.C., 1995, ALL J� \ RIGHTS RESERVED ]HESE DRAWINGS ARE: THE PROPERTY OF 3/4 1 \ MILDREN DESIGN GROUP, P.C., AND ARF C ` \ ` MANNER ,T TO BEXCEPTD WITH THEOPR OR WRITUCED IN T,EN E �/i J ) ` PFRMISSION OF MILDREN DESIGN GROUP. PC. \ \ Date 25 June 1996 -� Enlarged Partial Site Plan Drawn by: Checked by: 1" 10' 0" TA WEM ti Job Number. 94084 a Sheet of: 1 1 ti65 S.W. Durham Koad Iil 11196-0379 SIT 96-0040 Page 2 of 16 Permit Submittal -- June 199E AL2 It' Ilik notice appears cle:u'cl' tl►an IIIc JUN 0 a 2000 document, the docn►nent is of Mal- 11:ll �lnalil�. Il lll'f(�iilllll'(I lil � , � I I ► '�' ► I' ' IIIjII! !llI ,I ',lI l'{ ! ; Illl;i !I!l i ! i!' ! INCH MADE IN CHINA I' 1 -1 I� I I lI I lr lTI ffIllli llt- f(iI,f„riill,rll l , i II0IIIIIIIm.Ill 11 Ill!11!111I,1 111111„II1111Illlilh1i,l 1111Irl �,.....+www. Keynotes 3 7 4 1. ANODIZED ALUMINUM STOREFRONT SISTEM WITH INSULATED C GLAZING, MATCH EXISTING. TEMPERED GLASS WHERE REQUIRED MILU.EN DESIGN GROUP, K. i 2. WOOD STUD WALL. WITH CEQAR SIDING AK(_jffT �-n1KB � - VACE KA 85'—O� 3. TUBE STEEL COLUMN -- SEE STRUCTURAL 11830 SW Kerr Parkway, Suite = 1� /14. ROOF ACCESS DR AL I_L. WALL ABOVE 15'-0" 15�— U" 150-091 i 5� -- 0 15 0 10,_ 0 OOIN MECHANICWE Lake�`� 4c�� _ - - - --------------- - ti. ROOF ACCESS LADDER (503) 2 10'-0" 6. CFILING ACCESS PANEL 7. 4" WASTE LINE AT 2% MIN SLOPE I TYPICAL 8. 1;�" DOMESTIC WATER I 1 2 9. 2 x 4 DOWNSPOUT I 10. LINE OF MECHANICAL ROOF ABOVE 4. 1 I 11. TLNAN T SEPARATION WALL j T I �l (_) General Dotes A5.2 I !� I A. DOOR THRESHOLDS TO COMPLY WITH UBC SECTION 1109.9.5. B. DOOR HARDWARE TO COMPLY WITH UHC SECTION 1109.9.8. — C. DOOR OPENING FORCE TO COMPLY WITH UBC SECTION 1109.9.9. ` C X00, M E w � � TtANO GRE »� 1 PQR , P , 3oww I I I 4 I 13 , 0 0 b I I I — j _ — — I LO I TYPIC�iI ,Du1rlllla�ii 9 9 I I IAssociates A5.2 TYP. 23803 150th St SE 10 I / MEC!i. Monroe, Washington f `=' r I A5.2 4 ROOM o Project: Building F 0 Wifliowbro*k O I I10'-0" Clelmmercial Center SW Durham Rd I T igar(i OR Sheet Title 10'-0" TYPICAL 10'-0~ ---t Floor Plan Floor Plan Revisions: 1. 28 March 1997 General Revision 2. 30 July 1996 Addendum 02 3. 21 April 1997 General Revision I f r MILDREN DESIGN (AMP, .C., 199x, All RIGHTS RESERVED- THESE DRAWINGS ARE THE PROPSRIY OF MILDREN DESICN GROUP, P.C., AND A09 NOT TO BE USED OR REPRODUCED IN ANY �I MANNER, EXCEPT VRTH THE PRIOR M UTTCN PERMISSION OF AAI-DREN DF.SIrN GROUP. P C. Date: Drawn by: Chft* d bf.. I BK 'SAN WEM � 11113) J.w. Uurnalli Kuatl BUp 96-0379 Job Number. 94W4 R till 96-0040 Sheet of: j ry 1 hil(.0 Z 111 16 r r' I• U J- 11.�z. 1 - tr A O ' If Illir n(►lice appe:11-S cleaver Ih;1n IIIe JUN 0 2 2000 docunlenl, IIIc document is ofm:1rt!in;Il 11n;Ilil�. Illll'fllllllll�'ll `` f 1 1 ! I'I 'llllliill I ' ! i I I I I jll ! l, Ili Ili ' � illl Ili � t � � , ilrlli Itl � li it i I, It i i ► I � i fill i 1I ,. i � l � l ' I � I I � I !jil .l, � , i ilk jl! ijlj : ;lj, ji;, Ij ! jil:jljljijl ! ijilijijil; il liljlilji�iji! l,! l Ijtjl� ljlj! � i i,lll�t WIl! INCH ' MAC! IN CHINA _ L_.. l�1 _ �Tf 1a 1: - 1 !. I. li --� �� _ !T— �f- Ilil ll I I VIII 111 I lilll ill Illi !!1nr.riil i lira iiir llililiilil (i'liil li'iiiiill {ilii I nl t li 1 li 1 Itll{I jinn Ili 11 7: I;" :1111rr1 U It11nll 1 1 ttllllullnu 111ul 1u n 1 In ,•r jl i III . 1rjIr,lJ,l,j, �ii�irirlllll�llrllllrrjrt ISI 11.1.1.. 2 3 4 y T6 Y7 1 2 3 (4 5 6 7 MILDIZEN DESIGN GkOLIP, P.C. 0, AW I 1ITE-(-A'UI(I' - `APA('[ PLANNINt, 85,-0, 85'-0' 11&9U SW Kerr Parkway, Suite 325 -ke Oswego, Oregon 97035 151 01' 15'--0' 15'-0" 15' 0" 5#-011 15'-011 15p-0" 15#-Ols 15'--0 15#-011 10'.- 0" Ld (503)`244--a552 I i I � � i I I i I I - - _ - - _ - I I i I i r o0 OA - ! I I - - -- - -__- 0A -e I1rT ! I ! I I I I I - - - ---- C) __ _ _ t 1 I I I I ( I � C __ _ _. A�Q Ln Ln CBI-- C) - 1 Z4\ --- ----- --- 305 Lr) 4 WAL I Ln --� j i r6 A4.1 10 �.2 7 OSLOPE k I i -7 . ---. 7$� OF C - 0 ------ 8 13 DF 0 Owner. - -------- ---- Ln Lr) In In Durhan 99 2� i 3I r\ .- 4 Assocliates CD C) 23803 150th St SE Monroe, Washftigton T- PM)WL Building F Willowbrook 11 4 C4 Ln Commercial Center SW lhirf%m Rd. Tigard, OR TYPICAL �- Sheet Title 5#-Opp 4 1Y0 lot-01. 12 Roof and Ref lected Ceiling Plans Zia. Roof Plan KeynoteReflected Ceilng _Plan 1/8"-1' 0" CONCRETE TILE ROOF TO MATCH EXISTING 1/8*n- I 1- 011 2 BUILT—UP ROOFING SYSTEM OVER TAPERED INSULATION — SEE DETAIL 31A4,1 ............................................... ................................ 3 ACCESS DOOR IN MECHANICAL WELL. WALL, COORDINATE LOCATION WITH ACCESS WAY R"lom 4. ACCESS LADDER— SEE DETAIL I/A5.2 AND 21A5.2 5. CONTINUOUS GUTTER TO MATCH EXIST-ING 1 28 March 1997 Notes 6. 2 x 4 DOWNSPOUT GenierW Revision Z'4 7. 2' x 4' SUSPENDED ACCOUSTICAL CEILING AT 9'-0" AFF-- SEE DETAIL 3/A5.2 Z 30 July 19% 1. TRUSS DRAWINGS WILL BE PROVIDED FOR PERMIT PRIOR TO CONSTRUCTION. FOR BRACING Addendum 02 8. ROOF DRAINS 3. 21 Aprfl 1997 2. CONCRETE ROOF TILES SHALL COMPLY WITh UBC STANDARD 15--5 9. ACCESS PANEL 70 MECHANICAL ROOM Gerwal Revon AND TABLES 15—D-1 AND 15—D-2. 10. GYPSUM BOARD CEILING AT 8'-0" AFF 4. 7 May 1997 11. CEDAR BOARD SOFFIT— SEE DETAIL. 5/A5.2 Revision for Permit 12. SOFFIT LIGHTING —f3­PRdVIDE )j"�--fYf5E 'X" GYPSUM BOARD DRAFT STOPS AT ATTIC 4 AREA PER UBC SECTIA 1505.2 AND 1505.3 MILDREN DESIGN GROUP, P.C.- 1996. ALL RIGHTS RESERVED 0 THESE DRAWINGS ARE THE PROPERTY Or MILT''FN DESIGN GROUP P.C., AND ARE NOT TU BE USED OR REPRoDur;ED IN AN`I MANNER, EXCEPT WITH THE PRIOR MIT-TEN PERMISSION OF WILDRIFN DEVON GROUP, P C Date Drawn br. Checked bar. BK WEM Job Number. 94084 11 w. (mmani mmao Sheet BIJP 96-0379 SIT 96-0040 page 4 of 16 A2.2 If this notice appears Clearer 1111:111 1111v i U N 0 document, the document is of marginal (I'lafill. - III HITF 11111 11 :11111 111! IOC14 11 MADE IN CH 104A 41 tl 13 7— TO--T if 1 ;# ...... ... ..... Keynotes ,• 1. ANODIZED ALUMINUM STOREFRONT SYSTEM WITH INSULATED s GLAZING, MATCH EXISTING. TEMPERED WHERE REQUIRED �' -- - — --- -- --- 2, 3' x 7' HM DOOR ML.DR N DESIGN GWUP, P.C. 3, ROUGH—TE X PLYWOOD SIGN FASCIA Al1C.'HlTW-IUit6 • SPACX PWOd8gt3 4. 8" CHANNEL CEDAR SIDING WITH 60 ROUGH SAWN 1 WO SN Ken• Ptvirwsy, $Ufte CEDAR CORNER BOARDS AND 12" ROUGH SAWN LAk � CEDAR BASE BOARD TYPICAL, MATCH EXISTING C�W 'Orarn 970% 744 5. CONCRETE TILE ROOF-, MATCH EXISTING i"509� 6. CONTINUOUS GUTTER .r. �y:�J`• 1.1 t. � �. 7. 2" X 4" DOWNSPOUT ,.. 8. LINE OF MECHANICAL WELL — SEE A1.2 9. SCUPPER SEE 4/A4. 1 T 0 6 South Elevation P- -'gjD . A F 41W �( �► RT ND, ORES ` - - - - - - SOF owner. �- Durhan 99 I L I I 'J' t 23803 150th St SE on West Elevation �''°c`� /H'• Building F ! 0 Willowbrook Commercial �., Center - - - - - - - - - - - - - - - - - - - - - - - - - -a SW Durham Rd. Tigard, OR rY r! SlIICet Title • _ I o �� r c) i (7) North Elevat in1. 28 Mam� 199T Re�vior� General Revision F A 2 �- 30 July 1996 � � ) =' i Addendum '2 3• uacv( rRn I —_ – -- MIMM SESION CRMP, .C., 1 . AU_ ---- RIGHTSRESERVED ..�.wwr+wr rr C - r..�ris _-- - -- THESE DRAVANGS A4E THE PROPERTY OF _ �" MILDNrir DE31CM GROUP, P,C,, ANQ AI�I'i NOT TO Bf IJS7rD OR REPRODUC[D IN ANY MANNER, EXCEPT WITH THE /RTM ----------- -- -------_ - PERMIS51(M�l C1F MILOIiEN bE410N �l�i lh,�'• c Date: Drawn by, ("hiked BK WEM ' N \`../ .lob NuniNmr.. 94064 1, 11565 S.W. Durham Road Matt of: BUP 96-03/9 SIT 96-0040 East Elevation v Page 5 of 16 A3. 1 / ,•,.erg .. .........:.._-.. _.:...._.,......,.._- _ .. ... ., .. _ .. .... ... _ _ ..�.. .... .. _ _._ a. -•-ae-.^--'^-+-.»nrt-..-at4 ^--•.....n..,...,...».+,...,...•►�.....o .,r.....�+Mr iw+w!d+w.na.,...-�1+nd.._.+nw.. :.A_nrun..,...h.w.... ♦ai.,•rw►.ra.....�..r,.�. ., • a Ir il1i,� noli.,1� appeal-s ('IP:11'l 1' 111:111 II1(' JUN 0 2 2000 doc11111ent, the document is of marginal Ilualils, 1111CTot11111ed #rr jj1 1 111+' III I l i l l l l I1�ff ('I 11! 11 1 ► 1lI�I t�1' I I 'll ' I ''! # # 1 ! i I l i i i l ''i I I I I I'i I I I'I I ! I I I i i I�I'I I!I I I i { li I' I it I i i 1 1 1 � 11 �,11I1 ; i # ' ll � illi, INCH MAOI! I IN CH - i,. 1 W � :.h, •� I It I I I 11111 Ifi1111 11111 111111 lilt„1 ills ii 1i{n 1i,�illi•ii '' 1111111 '"" ' I I I ' ,.•,F. ,• I I .II ! .. !!! !! ,� �.. � .. .. � �. I {"� 1, i n,ilii n„111.1111 111n' ' II 1' ilii I 111111 111111 II 1 I'I:�i "'= Illltt 1111 11 1111,. 111 111111 11 ItI n l 111 1111111It 11 111111 II I1+ ,M sv ( Illlllltli�ll,tll II 1111 II,I „I �II!!I! !�! ,I, �„ II, . ,I,,.,, .iii , •„ II►. ... . ...... . .... .............. . ...1. . .....till!..hll•II,..,,,IL•.,,.,111,• •,{I!1„lI,I t..• it�i,�11i � 1 � , •.I � , I � ' I 1111 1!!111 11 1111h1,llll ! r Keynotes 4 -� 1. CONCRETE TILE ROOF TO MATCH EXISTING 15. 2 x 6 24" O/C \E 7 C �C3� ( A� 2. %" PLYWOOD SHEATHING 16. CAST-IN--PLACE SIDEWALK - MATCH FINISH WITH EXISTING A4.1 I 3. WOOD TRUSSES AT 2'---0" 0.C. 17. SEALANT _ I 4. )�" RS PLYWOOD, TYPICAL 18. ALUMINUM STOREFRONT SYSTEM MI�aIZ�N DkSiGr� GROUP, P.C. 5. CONTINUOUS SCREEN, TYPICAL 19. 2 x 8 RS tt, VA(_k PLANNING i N 6. CEDAR SIDING 20. TONGUE AND GROOVE CEDAR SIDING TO MA 1 CH EXISTING ���} � ��e 7. 30# BUILDING FELT 21. FLASHING Lake SW Kerr Parkway, Suite 325 8. R19 BATT INSULATION 22.CONTIN000S CANT STRIP Lake Oswego, Oregon 9703; It I 9. BEAM SEE STRUCTURAL FOR SIZE 23. TAPERED INSULATION MINIMUM THICKNESS }�" - SEE ROOF PLAN (503) 244 0552 -- �__1 _ -- ---- -- 10. SUSPENDED ACCOUSTICAL CEILING SYSTEM 24. 1 x 2 CEDAR TRIM 1 J_ 11. '" GYPSUM BOARD 25.CONTINUOUS GUTTER TO MATCH EXISTING 12. CRUSHED ROCK BASE 26.COUNTER FLASHING, FASTEN AT 24" 0/C WITH "S"t SCREWS AT 13. CONCRETE .SLAB AND CONTINUOUS FOOTING- 8"-0" O/C 1 I SEE STRUCTURAL FOR SIZE AN REINFORCING 27.SOFF T LIGHTING TO MATH EXISTING DI L 1 C 1 14. FOOTING REINFORCING- SEE STRUCTURAL 28.ROOF DRAIN 3 / I FOR SIZE AND PLACEMENT 29.GALVANIZED SCUPPER I 4 I t I 7 00 2Or I 0 305" 000 ! �r I 0F I I I I - - I Owner: N � ri_ Builclin Section 19 20 27 ,5 ' AsJsociates 1' 0" N 23803 150th St. SE / Monroe, Washington Project: 0-15• 4*-3 112` '� 10 n jauild�ng F Willowbrook - 6. 3 29 i �oirntmercia� Center SW Durham Rd. � s `\ 28 Tigard, OR W. 1, Y Sheet Title: fictions 21 -0 Roof Drain Scu per and 1 4 z� 1 0"' -- A4.1 w� (Overflow goof Drain similar) Y Details 23 °' _ o Mechanical a_n i_c a_l WRevisions 3 R ofatM _ �A4.11 ) 7 1/2"= 1'-0" - - WS - - 0 �O N 16 1.3 7�) MILDREN DESIGN CROUP, P.C.. 1995, All. - --- - THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, PC., AND ART- NOT TO BE USED OR REPRODUCED IN AN*y MANNER, EXCEPT WITH THE PRIOR WWII TIN PERMISSION OF MILDREN DESIGN CROI IF, ' 21 Dates 25 June 1996 � 11565 S.W. Durham Road Drawn by: Cher1•ed by: BI.1P 96-0379 VAN WEM ti SIT 96-0040 Pagc 6 of 16 Job umber. 940114 Sheet of: a m 5 Section_at Gutter s Storefront Head _ "2 Wall Section_ _ - A4.1 3"' -A4.1 Permit Submittal June 199 Ws �e w, ws � • 9 a .a.rnen ov.�+y.r..nwl.Ma,.•....rlawa.,r...11tlR!°" _. -. If ilik police appears cleaner titan the JUN 0 Z 2003 doctunent, the document is of marginal Iltlalill�. I]dcrOillllIcd ' 1 �Ijll ! lljfjl ll 'lili ; lllll�111111111,1111�jljlill;jllllllliij I I I ll t , ij tj I i ! I ; I I ! !illi!! iii,' I ' I ' I �jlii i Dili Ill; ill' , ,. I . , t , t i l I l I; � i� ; jll, , l, ,t iii i i ,I i it III jl; :(I ijij i ijl i i Ili ; I j I j � tj I t II i ¢ INCH f MADE IN'CH INAt3 is it 11 - - - ' I illi I IIII 111 I Ilii II illi I iitlliliintiitl iltintlt inn ituiltntl alit! I ulitliiiil,•� ttiiitui I iI tlttll !inti! lien Illi II •I:' '1: I !Iul n Ilnlll I tuI t llnllllttt ttilitItt�tItiill lii'ajllllllllllllnlllll, ,�I!Illlt,l,,,,llljlltttiltlj„ ..,Ilj,t,. .I,. _ .,,.,,.,„II.,...,,..I. ..I......,.. .Il.... ,I,II.,,,... , .11111.. ...,.►.ii. lnllu, .,,,11,.,.,,,111„, ,.jl, ,,lt,tll,tl,lttil; ��;ll,t :.ttl,tljt,t..,,ltjl,�ttl,,, �t ,tion ilt j ti11111httltt , I 1 T2 3 4 5 6 7 1 2 3 5 6 7 MILDREN DESIGN 85►_0► A14( I IIT['C'I LIKI. ')PA 85'-0, 11830 SW Kerr Parkwt 5►-0►I 150-09' _. _09► ` ► -p ,_0►► 1p,-p►, 1akeOswego, Oregc,- 1 � p> 15 -0 10 -05 -0 15 _0 15 -0 15 15 IT _—_ - 1503 244-055, 10,_00 Ln o -- -- C)I - o o — in _ B ! — . - - - - -- -- - i �---� I -� - - - -- - - — { WAL E 305 t R. I I 4 � I 1 1C _ r- 4 iC -- - -- SLOP I �_ I I -- _ - -- - -- - OF I I ' TOwner - I O O f O - 2 I -- - — Ln LOILn - - - - - - - 1�) 1�an 99 2 Associates I _._ - - _- utas - - - - - - O 23W3 both St SE U-) �n Monroe;, Wash on — 10 Project- CE , \ o - - -- - - Building F 0 Wfflowbrook —10' o Commercial_ Center F 0 SW Durham Rd ® ® Tigard, OR Ln TYPICAL -------- 6 � . F 5 _0 Sheet Title t Roo-f and Ref l cted Ceiling Plans Roof Plan _ Keynotes Y�`� Reflecte�d___Ceiln Plan 1/e"=11-0" 1. CONCRETE TILE ROOF TO MATCH EXISTING 1/e" 1'-0" 2. BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION -- SEE DETAIL 3/A4.1 3. ACCESS DOOR IN MECHANICAL WELL WALL, COORDINATE LOCATION WITH ACCESS WAY 4. ACCESS LADDER-- SEE DETAIL. 1/A5.2 AND 2/A5.2 � ---� 5. CONTINUOUS GUTTER TO MATCH EXISTING 1. 28IVII=h 1997 Notes 6. 2 x 4 DOWNSPOUT General R"lon /� ---- - 7. 2' x 4' SUSPENDED ACCOUSTICAL CEILING AT 9'-0" AFF- SEE DETAIL 3/A5.2 2- 30 July 19% ,/- 1. TRUSS DRAWINGS WILL BE PROVIDED FOR PERMIT PRIOR TO CONSTRUCTION. FOR BRACING Addaadum +2 B. ROOF DRAINS 3. 21 .April 1997 2. CONCRETE ROOF TILES SHALL COMPLY WITH IIBC STANDARD 15-5 9. ACCESS PANEL TO MECHANICAL ROOM Gewal Revision AND TABLES 15-D-1 AND 15-0-2. 10. GYPSUM BOARD CEILING AT 8'-0" AFF 4. 7I�(a 1997 11. CEDAR BOARD SOFFIT-- SEE DETAIL 5/A5.2 Reviskm for Permit12. SOFFIT_ LIGHTING TO MATCH 13. PROVIDE TYPE "X" GYPSUM BOARD DRAFT STOPS AT ATTIC AREA PER UBC SECTUI 1505.2 AND 1505.3 MILDREN OF-SIGN GROUP. P.C.. I996. All RIGHTS RESERVED Q'1 THESE. DRAWINGS ARI' THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANr MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.0 Date � a Drown by. Checked by, BK WEM NP Li 11565 S.W. Durham Road 1311P 96-0379 Job Number: 94084 Sil-96-0040 S?aeet of: Page 7 of 16 A2.2 d If 111k police appears clearer 111:111 IIIc JUN O 2 2000 document, the document is of marl;inal qualily. IIIICI'ofillilled 11 IIS I ' lli I .*I1 i i � lil 1 I NCH ' MADE IN 04INA41 —'T-- _-- ;` i1 f I - !I {III II I III lillll Ii I I Lill ill I III1 iiilii {ilii ' 'ill!'liii'liilil i'l ........ i! i'I "liiifilli Iiiii �Illii {u II lin n 11011.1 1 -t:'I;" 'I• u l! II IIn It nl 11111 I 11i111 11 11 In n 11 III n 11 ill! IIIIIIilllnlllll,Il,IJ411,,,�..11!lIII„1,11,11. .11III.,,11.!ll..„l�l,,,...lllil,.I.,flli. ..I...,I.... .Il,I.. .............I VIII..... ...I , I :illl,,...11ll.....III1,.. ,.II, .lt.,ll IIIi:,.Illln .���InII1.,...11i1.,n1111i11�.. ,111n11Jlln.n„111,.j1111111II,If1JI. TOOLED --- - - --SEE SITE PLAN- _ EDGE 1 1�2' 1 1/1 1 112- STEEL TROWELED 2R_ CROSS SCOPE -'EDGE, TYPICAL _ -{•--�,"__��__`�..�.,,------�-�-----• - --,r-.-. � - 4" CONCRETE SLAB WITH COIJTROL JOINTS - AT 5'-0" O.C. MILUREN DESlc-JN GROUP, 1?C,. 'T I �.�-� 4" CRUSHED ROCK -BROOM FINISH ----- ------ nkCt[ITL'("IUKIi SI'A('L PI.ANNIM; 11830 SW Kerr Parkway, Suite 325 ' e I l i--'�{ - BASE SECTION ---CURB BEYOND --- DEEP TOOLED JLake Oswego,GINTS --- Oregon 97435r A f 6" 0.C. (543) 244-0.552 BROOM FINISH ----- 1 ;8" FALSE JOINT 2" SMOOTH TROWELED JOIN 1 5^._ 6 -Q' 6"a 0" ALIGN WITH CURB BEYOND CI YPICAL ' TOOLED EDGE ' \ — 4" CONCRETE SIDEWALK WITH MEDIUM ! M PAVING SECTIGN BROOM FINISH -- - COPE 1: 1?- MAX. -- - - ` 7" 3 121, �--- '- 0 ---_ — --------— _ — AS.1 , A5.1 - - 3" WIDE PAINT STRIPE_ --- /0 -- TYPICAL 1' - I N In — r-DETECTABLE WARNING PER ;10 ADA REQUIREMENTS it \ - _ 4" CRUSHED ROCK BASE UNDER I \` SIDEWALK TYPICAL L ----PAVING—,--,WAVINGRAMP FLUSH WITH I PAVING � ' •r------- _ ____ _-� _- _-_ I 6 7 CONCF(E E SLAB AT--.---- CUNTROI_ JOINTS SIMILAR CONDITION PLAN 1 { (TOOLED) AT 6 0.. 6 -0,. 6' U _ -- 8'-0" AT VAN 5'-0" O.C. ACCESSIBLE SPACE 4" 10" 305 �fw i. --— EXPANSION JOINT .- E • �� w NO1E: CONCRETE SHALL. BE 3000 AT 20'-0" O.C. ''•T PSI AT 28 DAYS. 6 SACK MIX, SLUMP: 1 1/2" TO 3" `----- 1 1/2" STEEL TROWELED t/(� EDGE, TYPICAL 9 1 Typical Sidewalk 3 Accessible Sidewalk Ram 4International Handica S bol � of � �---- no acule -- - -- -- 2 Enter Sidewalk p - _ _ _ __ _ " •1 15A 1 ,A5.1 3/4 -1 -0 5.1 1/40=10-0#0A5.� 1 -1 0 15A2 15A6 1582 -RIBBON STYLE PIPE RACK 3/e" SEE SITE PI AN FOR NUMBER DurhanOF SPACES 99 11r .090" ALUMINUM SIGN PLATE --FINISH CONCRETE TO MATCH BLUE REFLECTIVE SHEETING ADJACENT WALK Associates HIGH WHITE REFLECTIVE Ir ' LETTERS AND BORDER, BAKED ENAMEL PARKM NTH D.M. �-_..-- - -__-_- __ _-_--HANDICAP SYMBOL WHITE SAC NSABUD PU?WT ONLY WITH BLUE BACKGROUND WIATM SWJECT TO 2380 150th St SE aW TONW, LWR +nr - - ORS W620 AND FINE 8 OP 10 W LINDO R A5.1 -- e�1` Morux)e, Washi�z-on 11K i VAN ACCESSIBLE SI N WHERE ft, REQUIRED I S W I ouilding F A t 2 I ------------------.-------GALVANIZED STEEL POST / Willowbroo'k \4 Cornmerc�al ° -CONCRETE WALK - SEE SITE PLAN �!n te,r CONCRETE FOOTING SSV Durham Rn. Tigard, OR I II @xet Tnie N OP- ite Details 5 Handicap Parking Siginage _-__- - __ -----___-__ s` Bicycle Rack 1"=1'-0'• - • 1583 15E1 Revlsiaona 1. 28 March 1997 General Revision 2 30 July 1996 Addendum 02 3, 21 April 1997 General Revision 4. 7 May 1997 Revision for Permit. MRDRETI DESIGN GROUP, P,C., 19W, All PiGHTS RESERVED 0 THESE. DRAWINGS ARE THE PROPE'Rl y OF MILDREN DESIGN GROUP, P.C., AM) ARE NOT TO HE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MIIDREN OFW(91 GROUP, P.C. Date 8 Drawn try: Chmii:ed tir TA WEM "~ 11565 S. N. Durham 16!;id � ITIJP 96-0379 Job Number: 114084 SII'96-0040 SIMA of: Page R of 16 I A5. 1 1� If Illk police appe:11-s Clearer 1111:111 1111' JUN 0 2 2000 documew, 11ie doc11n1en1 is of 111,11.011:11 1111:I1ih- Illk,l- )filmed 11f I `I NCH i' !! ! ; illiiMADE IN CHINA' I ' I i ' ) I I Ilii ! I i II !illl�! I ;li ;iilii I 11111 ii l i,! II I"' I III {i1i ! I Ilii Iii I i I If Illi 1 ! I I I� i I i I I I li I I I _ _ 1 .z l _ ii �i- 'I - I II II I I 11111) ( I I III tIII 111111 I lilt,iiii!iill illilii ' '111!'{'11, 'i!i{ '1' ill "11111 it I' ' I' �i it 111111 tinu 1 1i 11 "1'I' I "'1 lit III 1 off 1 1111 1 111111111111 , 11111,11 i 111 1 111 1 n IIS$� �I11111I�II11I��II,II,IIIII({1 „..III{II.II,LI�,,. .,,J ,111,1.. Illlt, ..11.11.,,!!„ ,!!11!..,1!!1! , .I!!!!1'�1!{11111111111!1IIlI!hl!!U,!!.,!!I!.,,.,JII,., „{1,1.,11„{Il,{iii.� l111i11{1,1,..111{11,111,,. .1.,11111,,,,11,1 I p ---- F.B. X 2 RAIL FLOOR OR ROOF STRUCTURE - -- j�" PLYWOOD AT ROOF ACCES - -- -"- - ------ ----` -- STABUZER BAR BETWEEN ALL OPENING MEMBERS AT PERIMETER MILDREN DESIGN GROUP, P. .. - ----- ADDITIONAL HANGERS AT ALL _.- - - - MEMBERS WITHIN 8" OF -�--- - 6" X 22 GA METAL JO1S1 ,�h(-III'I"[:('I11K1•. SPACE 1'I.ANNIN(. )(s X2X9AT 48" 0/C MAX. PERIMETER A r 16" O/C 11830 SW Kerr Parkway, Suite 325 00 - ROOF HATCH - SEE -- ------ --- ----- ----- LATERAL BRACING AT 12'-0' O.C. GYP BD FASTEN TO I.ake Oswego, Oregon 97035 �/ ----- . - --- -- --- --- R )(e X 2 X 2 - - _ _ DETAIL ITH WITH }4"0 LAG 30L T T RAJL -_ r---- - - _�_-__-.-_ - -` ------- ----- EACH wAY � SCRSTU EACH r 8" 0/C SAT (50 ,1) 244-0552 COUNTERSLOPE HANGERS IF MORE PANEL EDGES AND 12" 0/C CO-- - - T ROOF / THAN 1:6 OUT OF PLUMB i AT INTERIOR SUPPORTS �� .�-- - -- -- - - ------- 2 X BLOCKING ---__ - NINE -_ (2) 2 X 6 r F --- __--- SECURE ALL HANGERS TO 7=71 BUILDING STRUCTURE. TRAPEZE DUCT WORK AND OTHER LARGE - -- -------------- - - "" GYPSUM BOARD U 1 OBSTRUCTIONS A5.2 ----- CROSS RUNNERS FIT BETWEEN \ MAIN RUNNERS -� - 3 25 GA STUD AT ------ -- GYPSUM BOARD n. Q " In 0 6'--0" MAX 16" 0/C TYPICAL w z w -- tY Z —' -- )("o RUNG A T V-O" --------- -- MAIN RUNNERS A T 4' O/C L,_ O/C TYPICAL TOILET ROOM / SUPPORT WITH �?2 WIRE AT 4' 4 � 2'- 0 0/C OR WITH X110 WIRE AT 5' 1Uj cr _ ON CENTER EACH WAY 45CI Ladder to Interior Wall Plan - -- - F.B. X 2 RAIL - _ ----- ---------- - LATERAL BRACING AT 12' 0/C -.__._--_....... ._._ .__. ._______.-_-- R11 BATT INS('I_A710N 1 EACH WAY. MAIN RUNNER TO 1 1�2+s 1'-Ou - IL' X 3 X 1)6 WITH _ STRUCTURE REG!N BRACING " 8 SCREWS AT 12" O.C. WITHIN 6' OF PER'.M!TER AND 2" (1) 0 EXPANSION ANCHOR `NAGGER FROM CROSS MEMBER - l ------ �� �'✓1 [ACCEPTABLE LENGT4 MEMBERS =`_ --20 GAGE STEEL STUDS o- 10, 1'e"EMT - -- - -- 3h- STEEL TRACK WAl _ 305 p II E I R 10 -15 t)� r EMT �� , f' • -FASTEN TO T-BAR RUNNER 15'-20' 2"0 EMT _ TO SLAB WI POWDER -_ 10'-20' DBL-STUD(SEE LEFT) DRIVEN ANCHORS AT ,f t/ry 4'-0" O/C L41 = 2 Ladder to Interior Wall -- elevation 3� Sus ende C i i 4� aical oom Wall Section ' OF - _ ., _ pen d e I- Section-- -Mechn R 112N-l'- 0 N.T.S. ALL CONNECTION DEVICES T 9E OF AN APPROVED TYPE 3 =1 —0 5• 5C2 2A AND HAVE A 100 ! CAPABILITY. " 1C CEILING SHALL BE SUPPORTED AND 4'-0" x 4'-0 SUMP, SLOPE - LEAD PAN Qyyn� 1 x 4 CEDAR TRIM, TYPICAL 3 BRACED AS PROVIDED IN SECTION TO DRAIN FIELD VERIFY 2504 AND UBC 25-2 LEAD PAN LIF' -- - -- BUILT-UP ROOF ,.,1�,1urha'j11 9 _-- - I -2 x 6 CEDAR TRIM BUILT-UP ROOF Associates I I - -'--�- I 4'-O" x 4'-0" x 4" DEEP ---- SUMP, SLOPE TO DRAIN SLOPE SLOPE L-- LOCATE 2" ABOVE PRIMARY 238W 150th 33t SE - - ROOF DRAIN Monroe, Wagon ` ! ----PRIMARY DRAIN ! I _ Project:Ta I I I lIDufl1r..1 Ing F �_--SECONDARYROOF TRUSDRAIN S r i Commercial 1/2 ?f,3 1/2" I ---- ---- L -- - - - - - - - - - - - -� - ------ DOUBLE 2 x 4 BLOCKING SUPPORT DOUBLE 2 x 4 BLOCKING SUPPORT 1�2 �1 1/2" 4. 4 11`x„ I AROUND UF41N TYPICAL_ AROUND DRAIN TYPICAL Center _- --FACE OF WALL I I `-- ROOF SUMP RECEIVER ---- ROOF SUMP RECEIVER SW Durhwn R i TtRard, OR ----FACE OF WALL AT WINDOW 2'-6" 2'-6" --- --- -- - - --- --- IINDERNECK Cl_AMP -- — UNDERNECK CLAMP 1 x 2 CEDAR TRIM _ 5'_0.. Sheet Titles Details 5 Relected Soffit Plan - - ---- - - _.--_ --___ ____ s Roof -Drain Plan,- _ -- Primary Roof Drain ----- _ !s _ Secondary aof Drain J.G . 1"=1'-0" - 5. 112##=18-0* 3 -1 —0 5.2 3 ,1 —0 D1 12C1 12C2 12013 15 LB. BUILDING FELT ----- - ----8" CEDAR CHANNEL SIDING _ -- PLYWOOD, SEE STRUCTURAL FOR SHEAR WALL REQUIREMENTS x 4 BLOCKING --- STC CLIP At 24" O/C ALTERNATE -- __R-119 INSULATION -- -- - y A -- - AT BLOCKING AT -FOP PLATE -- ----- GYPSUM BOARD 4 i BOARD TO TRACK he�s /,� -- --- 2 x 6 STUDS AT 16" O.C. 1<, 28 ch 1997 General Revision x 6 CEDAR TRIM I 2. 30 .)illy 1996 _ --- - - — GYPSUM BOARD �'� \ Addendum 02 112 11 - `�' \� DOUBLE 2 x 6 TOP PLATE 3. 21 Arrtl Clenes-al Revision WOOD SHIM ��, - - --- -- --- A5.2 -- -----------SEALANT T _ 4. 7 May 1997 ��•� - 2 x 6 AT 24" 0/C Reston for Permit _-.---- -----------__--- AI UMINUM STOREFRONT aE - --WOOF SHIM 112" -- - - - ��_-4" COLUMN, SEE STRUCTURAL 1 2.� ''\ MILRIGPS R� OUP, P.C., 1996. ALL /-�V - ----1 x 2 CEDAR FRIM, TYPICAL �'� T� THESE DRAWINGS ARE THE PROPERTY of__——WOOD TRIM NOT TO BE USED OR REPP C.. AN IN ANY �-- -- -- RUF-TEX CEDAR SIDING _/� NOT TN DESIGN GROUP, P.C., AND ARE " PERMISSION�M11-D REN DESIGN I GROUiP, P.C. TO MATCH EXISTING ' ---- --SEALANT MANNER,_`��- - ----- � GYPSUM BOARD AT -_ - _ _-_ --- -- GYPSUM BOARD - -- A T EACH SIDE 2 x 4 DOWNSPOUT, SEE -- - ---ALUMINUM STOREFRONT We 11505 S.W. Ihlrhanl Ituau1 PLAN FOR LOCATIONS /-` Dmwn bY. Checked by: FiUF'96-0379 S1T96-0040 y`--- -- - - - - WOOD BLOCKING, TYPICAL TA WEM � r•� _______..__,___- - 2 x 6 PT PLATE Page 9 Of 16 Job Nwnben 94084 Sheet of: - 'g Storefront at Column _Q Storefront_-at Column _ _ Tenant Separation Wall Section (A- 1 t1—V-0� 5 1 1/2"=�j-0� 5 e21 -0 A5.2 D3 D4 If 11115 110 ice .1111►('.11'.ti ('1('111'1'1' 111.111 ille JUN 0 Z 2000 r document, the document k of 111.11.011:11 Iln.1lih. 'lll�'ft1�11i11C(I 1 1 1 I' I 'I 111f111ili l i I Ii I I IIIff I I llli! li II 'll III! I I I iil l �! Ili ! ! ii I I ili!ii!'I I I '!ii! iii 1 'itii I ,' ! I I ! ! ; I.il _I_NCN (MADE IN CHINA _.-. ]dL- � 1 �'� 19 1= 1 iT 11 �� W � - >i- N . III II IIIIII 1111 I IIIIII Ilil iii iiiiii Ilii li!iliiiilii!il I!iI H l' ''" � ..► ! { I IIIA ! ! I ,,, , „ , „ ,. , ,,,.,, .,, ............. ... .�!I „ , iiii„ Illli!!I!III�!!ILII!!lullu;l!!�!II!!t!�l,III!!!I!!�IlI!'!I!'�''” I'il�'• III' rnll{ I,n„litl'!I!�IlIIIII'I�III , �IIIIIIIII�II I III. I IIIlI �,I I III ,I! �!„ .. !I III!!. ! III Ili!!. ±Illli., I, I. ....... . , I,c11 , 1...• „ „ ,..,. , „ ,,. , „ i I I I r 7_77 El Iw i �. __ ____..t _._ _, ._..._ - - �\ REMOVE 2649 S.F. OF LANDSCAPE AREA 0 REMOVE 331 C'J REMOVE 183 S.F. OF LANDSCAPE AREA �__ �, � _ � 3 VE S,F. OF LANDSCAPE AREA Y '° ' -`'a'T""^ "�' -" ! t L`1 REMOVE 217 S.F. OF LANDSCAPE AREA ` �' REMOVE 558 S.F. OF CONCRETE o REMOVE- 413 S.F. OF LANDSCAPE AREA I In.31 4 REMOVE 356 S.F. OF CONCRETE �4 REMOVE 296 S.F. OF LANDSCAPE AREA •�`r- — , C� REMOVE 1655 S.F. OF ASPHALT w - ' 5 REMOVE 260 S.F. OF LANDSCAPE AREA / L�] REMOVE 102 L.F. OF EXISTING CURB � REMOVE 516 S.F. of LANDSCAPE A A ! MNWRIP REMOVE 71 L.F. OF EXISTING CURB �7 HE-MOVE 180 S.F. OF ASPHALT d '� PLANNERS " C1 REMOVE 20 L.F. OF EXISTING CURB fbm 19234 - 6 �� REMOVE 250 S.F. OF ASPHALT ` ENGINEERS - -- / AP AR NIT CT''. / REMOVE 41 S.F. OF LANDSCAF�� AREA 0 REMOVE 5290 S.F. OF ASPHALT ' LANDSCAPE C E S f k7w CURB I f,:: 10 REMOVE 750 S.F. OF CONCRETE /� I . L11 REMOVE 887 S.F. OF CONOR TE 233 SW FF;ON T PORTLAND, OR H I 12 REMOVE 768 S.F OF CONCRETE F131 97204 131 REMOVE 129 L.F. OF CONCRETE WALL. ` 'a' 503122510822 5 FAX: 503127318353 9 YLa Ru rr, °9 - -- 1 12 REMOVE 114 S.F. OF ASPHALT 10 6 �' 1 9 t 8 2 REMOVE 260 S.F. OF LANDSCAPE AREA lam! REMOVE 50 S.F OF LANDSCAPE AREA I � CU" /' /, �15,7tib REMOVE 12 LF, OF EXTRUDED CURB I oRCt,O 1 5 REMOVE 23 L.F. OF EXTRUDED Cl1RE3 21 . . s T REMOVE 1,800 S.F. OF ASPHALT / � � � 1 /j � '. / " //; / 8 I I, EXPIRES 12/31/96 11,18� REMOVE 81 L.F. OF EXTRUDED CURB � a , 1 �•, � ' 01 7 T• K' l ----- ----- _ REMOVE S.F. OF ASPHALT C v — � '' L' 1 REMOVE 47 L.F, OF EXTRUDED CURES •l. \r / ' r p1m 19"R'15 01 tow tli�3f1 , • ,, \ !. 1 .., Nl 1 ` f ,. SCALE.- 1 " ry " (� o —20 �-` I 4 NyLn C; 9 20 10 .5 0 20 ��' `r 3 -) a 0 \` w 7 rwI►w SCALE. 1 �'-, � A /� AREA 2 , •. z ---- —__ —— _— - — __ rl L ; . 2'0----- 17T J lot 200 2 Of AREj'k 5 Z 5 RA 1 " -_ 20'x~ M R741 19p.!!1 Uj ,,'' 11 �.8.� AREA 2 +n S w va IDC ►wM'. TI'4B Wt9!!If f'ICttlm.__ _ _._.__ _ W Y rs _�"- - 9MtWT ON�Y 0004._. Iz tilts ,;;V5. \ _..� � DETALt3 _ ::"_ _ z Q 11 WK t P "� l •� _J 0 AREA 5 • 00 L�-- r� I AREA 1 ] REMOVE 219 S.F. OF LANDSCAPE AREA - ► _ _ '� off, Mid P2 7a REMOVE 1C0 S.F. OF LANDSCAPE AREA ' l \ r „ _y `� �e7•�+' �' �3 REMOVE 89 S.F. OF LANDSCAPE AREA - J ' `IF IE 1M.!i0 �I t ; 4 REMOVE 1057 S.F. OF LANDSCAPE AREA WW 13 REMOVE 1136 S.F. OF LANDSCAPE AREA Ju REMOVE 935 S.F. OF CONCRETE REV. DATE BY 100 " 57 REMOVE 225 S.F. OF LANDSCAPE AREA q ` I L_ \ I ' REMOVE 98 S.F. OF CONCRETE �2 REMOVE 215 S.F. OF LANDSCAPE AREA y, ; 8 REMOVE 123 I.Y. OF EXISTING CURB \�`� 2 � � 1 0. �` — t ��• -- � -�- — g ! ' _ LJ REMOVE 186 S.F. OF LANDSCAPE AREAAso - + REMOVE 50 S.F. OF LANDSCAPE AREA 3 '�� / �✓ 7 REMOVE 19 S F. OF ASPHALT ', I tae / ..A 8 REMOVE 165 S.F. OF ASPH `� ; ; , I, • . �l".i --- 6 a REMOVE 277 S.F. OF CONCRETE: s � • !Z l"J REMOVE 108 L.F. OF EXISTING GUREI •�+',. low -;,�. _ ! ' 4! �� REMjVI- X12 L.F. (_1F EXISTING CURS - • I , t- 4 PROJECT NO, 94084 1 +T'�r� ;. MDG001 SHE.ET INDEX -_-� r.,_.- 6 25 915 TE DA I ��� DESIGNER A. LOCKARD C{)01 DEMOLITION PLAN � � � i f� � F-RGINEER f M. DOLAN i 4 C002 DIMENSK)N PLAN CHECKED I _ C003 GRADING PLAN _ C004 UT1LfTY PLAN /���EA _l -SCALE ' 1 "=20' SHEET TITLE � �'� �.� � v�---__--._ -- _ C005 CM!— DE•�'AILS -- 1�r.�s DEMOLITION PLAN ` SHEET NUMBER ------- I ISGi S.W. Durham Illlil,l \ O � �\ AREA 3 � : f� �` �► 96-0119 SIT 96-(1114(► AREA 4 TIM 181 2.f \ \ SCALE.• 1 =.�c:) ' +• ,E 17� ►''I.'�• III -- ' — , 'I r1 f 16, _ - cool to 5 ?o SCALE: 1 '-60' �✓�,� AREA '4 so .�0 rs a 60 MDG001-01 i If this notice appears clearer thall the JUN 0 2 2000 document, the document i'. of n1slrKin;Il AIn;IIi ! 111101'I)I1I111C(I l1�l��l� j �l � iiji;, lii � llllji ' �Il`���Ill�� li �jl;! ji+I { ijjlli:jijlj � ij ;j ; (li�(��jli l�llil1il11 I ijijir' Ilii {Illliji iiijl;i(il I ;.II !jlilii�ljill;' I jljllljli !li I(i1l�illlilil INC14 f I MAPF IN CNINA 1 f em t_ I 3 l 1 1� 11 is 1 11 —�T w ,� . ._ I ' I I f I. 1 1 I I.. .1.. I.. .I. i 1 11 I, I 111111 lillli II I I (IIS I fllil iiii iii: i iiii illi I ir'liiiil I 'lii I illllllll I IIIl,I.•.,.II,.,,...,,I,!„•,11111..,,1,1.•I•,,... ,. ..., 11 1'I':I. t Ii ill II 1 mill f 11l + I+I Ilillll dill' . I I I 1 4 lllll�nlllIIII111I1'„Ji 111111111;111 1111i11114111i1111,1111l111'.i111;11'till) n. iil”ii i Ii�i�111 i iiil i�i 1i;ii,iiiil ' ,iiiilliif i1 I Ili ' 1 �'-• r +fes r / A L �, o- ��39 \\ 111111 ttrit.3� _ ' , \\ 5 r -*A I Lax i 2414 WRIP R - 2.50 ,, ! • t- -- ----- s _ { L 3.93' R = 2.50 _ 2511 PLANNERS ..-'_"�""CAML 3.9 3ENGINEERS 5 R .00' &` es LANDSCAPE ARCHITECTS f ' L 17,152' �� I r R - 2.50 I 2.33 SW FRONT I � ` ' L = 6.95' PORTLAND, OR i ' . �T .► i-'►• '7 ';:-T yr"T �'."'tT s_r•-t-c-s-r'►-t T r I..�..._.,... _. 1�'1 , __ ..r.�y li y� _, ( i I{ 97204 I )K 75.00'-- .•, '� . FAX 031[. /3183` 3 � � r N • ''•` -171 r-03-48 r , •' AWN • r � c �-b 9 PACE 0 '� pPSFF$ 1 I I r J • ,�'..� __ _ _ R - 2.50' R ., �•i. Al NY..� L 4.40' ` .1;,� (Typ -' iOR/N R 3.00' C� E?5.00' �\ s . s ' S ; s -1- _.,.......r---•-..---�, �f ti' Z 1 l I TRASH ENCLOSURE R 4 3.0©' • _...__..._,.._ R ` 2.50' - ` \� (TMP ) EMPIRES 12/31/96 L �, 3.92 a.50' ' + 9 SPACES 9' x 8' \ - �. •'' "moo• �R - 3*80 f L >= 3.86' �� �1�%'' R 2`,50''' " .J �� :` ►�. -- --- L = 3.98' RJY 191,11.3% 'f .Y '-Y" Y `''• ' IL 189.95 0+20 144 _ , Y..-_.. REI IW 1A9J0 � 'r'Lr.� �, . !� 29 14' -- 89'37' o \ R 2.50 R 54.08' R 33.50' ' o► L 3.93' ' . , - 27.59' E = 52.40' >> 1 s 2.50' I o- o r ` L >a 3.93' � � - TRASH ENCLOSUR ----r• AREA 2 l AREA 5 W SCALE.' 1 "=211' R - 2.50 ;' SCALE' 1 "=20_ \ SCALL--�a --- -j -- g9 La3.98' 04 ! -- - 1U I 10 In 0 ?n rr1 20 to s 0(.--, 2 w w ` O AREA 2 z `>. I 1 ! R"w 189 30 R�I�f 1Rg.t, �w SA FACFK f+W 1 .. N» , L �.._«_. ._.�. - _.._ .. .__�. --.r TM%VOW INCLtl ED -- -_ ._...- �r V. Y-^ 1 Y DET,4L8 a Li 1 I ; `l rRlaw •,a3.C2 •J. •,i i .,. , l ' . ' � I - Vf All " AREA 1 Cowl }: oft 16 -35-33 ' �, .,. _'_ ,, , �• _ ..- __ L REV.- -1- DATE 8Y '' 108-24-4LIU r j R - 2.50 ',/ 1' �` I i I �••.' ti , Y _ .__.-._ ___ — 24.55' /L a 3.05' 5�/ ` 171 -28- 1 1 r �- - a / .10V ' �'� 0 1F ` ' . .,.#,` 1 1, AREA—5 ---- -I I 5 �\\ .. I R � 0� �• . �d1 a R �' 2.50' � �` ~� rJ , - i,w R - 2.50 _ art. , 7 ��"''` �? L 3.93. L. 7.85 � \ �,... R ,� 2.50 \ 1. - 3.93' Is /i ► 1 r - c>kl_�,�E c T No 9a0ga .00 001, Vo MDG001 � N 2aio�/' ,� 1,! • ' �� 1 � � � RIM 1�2.�7 I ' � xp h'. � ', ', G IE lyv 77 t„w �p� i _ .., _ ► D�!TE I 6/25/96 -- DESIGNER A. LOCKARD R 2.4I ENGINEER , M. DOI-AN - 0- 4 .510' 4 ' L = 3.90' 4` CHECKED - n o jI !� 4.08' `� , ` 4 SHFFT TITLE AREA 3 -- �> y TRASH ENCLOSURE I j DIMENSION PLAN l `,,HF F T NUMBER 11565 S.W. hurham Road Q 11H , J 1 BUP96-0:379 RIY +A03J' ►� _, ...► „�.�./ AREA � , tSIT96 AREA 3 m ,7lStIJ �_ w - INDEX Page I I of 16 SCALE: 1 "=20' I`. � SCALE: 1 "=20' _ t i �, ' ,AREA 4 C002 ` R ?d rn s 0 2c� MDGOOI -02 0 -" ?0 10 5 d ?O RN ti87•a7 If IP. 1�7.;rl3 i If this notice 11 pet 11-s cle'll-el. 111,111 the JUN 0 2 2000 document, the document is of 111,1r11inal quality. 1111cl(llllmcd I I III i i I ;II I Ili ilf iii iliii ! 11111 i I i i i'i I I i l l l l l 1 I 'I I I � � � ! ' flll ' I •! , II�ISI � I .� 1 .Il� i�l�l� i�i it I I I i 1 i I t 1 1 - INCH MNDR 1N CHINA _ _ 1.- i �- i' -- I -1� J-'- T2_ _1.. - I.. I.. 1 1 1 1111111 1 111111111 1111 1 111 iliriluir n11u1 11' 1 1 1 ih#����il���ll1�1111���1lliillll VIII }III II�I'Illlllii 111111{ii 1111 lii!111!"n{I�illi!!II!�I;li !liii 1{iil illi .ili nifil !n,i I I i' !!,i I I Ili�il 111,11 11111 I 1 1 II II►u'. 11 (I , II 1.}ll„,I I{ I,l rl) I{lillllli11111, ! I.. lit ilii I.1! . I}1}1.1111 il, !II', . 111 �I11 lll.l�'l,ufli , 111, LEGEND J I EXISTNO PFHOP0em ' 1 EEI WATER METER � ! ; ' 77.7 :'"• 71 K CONCRETE SiDEWAt C3 MAIL BOX J 1 PGE — OVERHEAD ELECTRIC POWER 6931111 SD �-� pROpO p $TORN M N " -w"R"I P ! 1 —U`.N— UNDERGROUNU TELEPHC E G PROPOSED- w a.attt . .�, T✓ GAS LINE wATEk PLANNFIRS W - WATER UNE •OOTG PROPOSED CLLAN-OUT-TO-GRADE ENGINEERS S - SEWER LINE PROFOSED STANDARD CURB LANDSCAPE ARCHITFCTS O I - PROPOSED EXTRUDED CURB CXOWERCIUSNTREE W FRONT ' t + SAN MH � 233 S ASP A. HIM 88.93 G DECIDUOUS TREE �~ -t x I RIM ,31.1 4 PORTLAND, OR �'► .'�► IF. 1 ._ .43 IE 1 d 1 74 L==T WATCH BASIN IpH, i �) SANITARti" SE _R MANH(N E 97204 `� a'' 503122510822 4. �� GAS VALVE ' pd wATER vALVF FAX: 503127318353 I FIRE HYDRANT nit i E X T RU CURB ...._..,w �`' - -` SIGN POST _ EXISTING BUILDINC, EXISTING CI.IRB 1 89 APLE. SIC / i I ---— - UREGUN CO E185.68 I P 97 LF-6"SD i �I 1 re.T♦ ., �-' L. S=2.00% MIN. 1 ' •• '�k':,I'f:I•�.:.�-I•F..j�' . '•. ':: •. .' •.• •. •' • - - . •-' _' ' • • ♦ • w• , • . . .• .• • . . ' . ' •- .'Z• ';.f- ,• . � . 0 IAT. I . . - - ------•------------.. ...._ . _ -_. .__._ . __ ._._.. .- _._.- ---._- FXPIFE5 12/31 /96 C. RI- PE ---B�iII T 4 4 f I 1 4 4 1 4 4 4 -0 4 .. . . .. . � • Is 10 , • , . ,• • ' • . .• . • • • • a • • •• ` - PINE I J PINE s Er'Plt'�E ; � : • • COTG X14 • ' ' - CONNECT TO EXISTING FH • , STORM LATERAL 1 IE-AS REO D I - v' rr' I REMOVE 63 SSRO aAE AREA In n1< i g 8' :-, �'� ; ; -, c ( ASPH 'F2 REMOVE 33 L.F. OF EXISTING CVR8 PROPOSED BUILDING - ' -: ; : 'C, � G 1e7.86 LL � +3'ti'AP a F=F-191.22 - G 187.86 '---..15.00' . . O CONNECT TO BUILDING . ; . ; �� 4 WATER SERVICE. SEE a MATCH iN W PLUMBING PLANS FOR CONTROL iNG 1 : 1 D.C.V.A. LOCATION. BOA' •,,,.. _ _.. _. - < Jf"� MATCH --1 WATERLINE TO BE 12" : • ' _ ' . EXISTING ori . - , R = 2.50 a 0'° ABOVE TOP OF SD LINE. SAN M4� CB • RIM 188.6) RIM lei; 12. _ , ..�. L 4.10' i� SAN LA : T ISO .?9 I 1E 18a.5C i `► PEI? AS--BURT _ _._.. .�..- •------- ... ._.. - - __, 2 R = 2.,50' Q - . - i Z ,: COORDINATE W/ TIGARD W--- - � •' , 90 LF-6"SO W 3 WATER DIS ICT: -- MAPLk CONNECT TO EXISTING : : , , • S= .00 MIN. " AREA DRAIN SANITARY SEWER STUB. � a RIM=189.50 ASSUMED IE = 181.2± r '---~_ ---- • � • J a 12"X1 1/2 WET TAP; — 1 - (POTHOLE AND VERIFY _ cr 1 COTG Nz 4 ap 7.00 ) _ __. .__ . ... w 25 LF-1 1/2" WATERLINE' � /.� ^ � , ' ' "S OU • •' . . •' . INSTALL 1 1/2- METER AND 1 IE=186.60 S=2.00% MIN. O Y BOX PER TIGARD WATER r DISTRICT STANDARDS. t vI 1 19 LF- o - ,,.•�� 1 ';��, NORTHWEST DUMPSTER AREA INSET r) 1 _ r 0R.D. \ tli CONNECT T R IE 187.22 , '' , '• , '• ,\ \ t o r TYP., 5 PLACES. , \ .� �; VERIFY LOCATIONS ' _' 4 WITH ROOF PLAN. , ' , �, - RED CAP FOUND �, I Ilk COTG 1 ., O g / 1 IE-18122 ' . ' �'` / L 1 2-' f - Q .00+ 1 ?' PIN"` a REV. I DATE I BY I� 1! A.n, ,n..MR �.•.+•e w +ws• a•to••rta., a 1 O 2 - 1C"REDWOOD it " �.'� 16"M.�c-l.f. 4, 15 LF-6 SD t COTG COTG ty5 �,i '+ I I + IE=187.2.2 3-2.00% IE-186.92 t ` I RED CAP FOUND t_ RED CAP FOUND 'T 1:or RE"'Iv n . 1 PROJE CT NO 94084 MDG001 ,, 11565 S.W. Durham Road DATE 1 6/25/96` 1 2"I�ItJE '� 1311P 96-0379 1 �, DESIGNER I A. LOCKARD SIT 9G-0040 t + •. ...,/� -- ENGINEER I MIA . OON Pagc 12 of 1 ti ' ri M Wit +�' -- .__. ,1 CHECKED I \\ SHEET TITLE -- t, UTILITY PLAN \ SHEET NUMBER - -- , nI ' -.5 0 C004 o ' MDG001 -- 04 It' this nolice appeal's clearcl. than IIIc• JUN 0 2 2Q00 document, the document is of ulal•Kinal yu,110N. I111c1'olllli cd ` ;i�r(1�1�(�i II!!i !lilil �l i I�lil�l�ll illil! I ;�1�11i l iI!li;iIilI! !tI l,��,'i !r:! l I1IIiiili� li ! iiimlk INCH MDIM CHINA ! ! 14 30 � Illtl! ln. ..... SH t FILTER FABRIC MATERIAL FILTER USE STITCHED LOOP`; 36" WIDE. ROLLS FABRIC OVER 2% 2" POSTS STANDARD CAST IRON I MA TE:P.AL FRAME AND COVER I - STANEARD MANHOLE GENERAL CONSTRUCTION NOTES -- ------ �r f 7 _ (THESE NOTES APPLY TO ALL CIVIL SITE WORK CON:;(RUCTION PLANS) Jim I 1 4" MIN. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD 5. TREES NOT DESICNAT1:D TO BE REMOVED SHAT:.. BE PROTE,',, F'J AT ALL TIMES I FINISH GRADE f •�• ;•4' STANDARD SPECIFICATIONS AND THE 1996 EDITION OF THE STATE OF DURING CONSTRUCTION WITH FENCING AROUND THE DRIPLINE. b •`� {I� o •�,� ORE GON PLUMBING SPECIALTY CODE, SEE LANDSCAPE PLANS FOR D►:TAILS -- I ��• ! �-- WATERTIGHT PINE PLUG MNWRIP v ;� •,• 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE 6. EXISTING FENCES AND/OR t_ANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED toT i I �- �y/� `-- 10 '�;Of� INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD OF? REMOVED 'DURING CONSTRUCTION SH ,LL BE REPAIRED OR REPLACED IN--KIND. PLANNERS ..�, VERIFY LOCATION AND DEPTHS OF' ALL EXISTING UTILITIES WITHIN THE • �� L CJNTRACTOR ,HALL COORDINATE WITH INDI\IDU AL PROPERTY OWNERS. ENGINEERS Id NOVIDE INUM OF 46" AR(IUNA THE PROJECT PRIOR TO CONSTRUCTION. 7. ALL UNSUITA'.BI E SOIL MATERIALS REMOVED DURING THE CLEARING LANDSCAPE ARCHITECTS 6'MAXIMUM SPACING -- -- ' - -- ---- ,�'• CLEANOUT 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL AND GRUBBING OPERATIJNS SHALL BE REMOVED BY THE CONT'rtACTOR AND PROVISIONS OF ORS 757.541 THRGU0,A 757.571 INCLUDING NO nFICATION OF DISPOSED OF OFF-S1 TE. _ ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST FORTY-EIGHT (43) S`•''•• :p- '- BUSINESS DAY HOURS; BUT NOT MORE THAN TEN (10) BUSINESS PAYS, BEFORE 8. ALL EXCESS MATERIAL. (`il11TAPLC OR UN ,UITAEjLE) NOT UTILIZED ON-SITE Si1ALL 233 SW FRONT _FRONT VIEW_ SIDE VIEW '• � COMMENCING WORK PORTLAND, OR _�__ �1-� _, 8E REMOVED BY THE CONTRACTOR AT 'HE CON fRP,CTOR'S EXPENSE. NTS NTS 4. THE HEIGHT OF ALL CLEANOUTS, MANHOLES AND SIMILAR APPURTENANCES 97204 •:; WITHIN AREAS TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW 9. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS, AND PROPERTY CORNERS. • GRADES AND CROSS-SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR AT THE 503122510822 • AROUND THE CLEANOUT OR MANHOLE WITHOUT DISTURBING AN AREA GREATER CONTF,ACTOR'S EXPENSE. �. • ' THAN NECESSARY AND RAISE OR LOWER THE RING UNTIL THE TOP SURFACE 15 10SEEC AND MULCH ALL STRUCTURAL. TILL SLOPES AND ALL AREAS DISTURBED FAX: 50.3127318353 . �s;•rr.rT--; • ' AT THE CORRECT ELEVATION THE EXCAVATED AREA SHALL BE BACKFILLED DURING CONSTRUCTION. �K ANGLE BOTH ENDS OF FILTER FABRIC '• �r� NTH GRANULAR MATERIAL IN SIX (6) INCH LAYERS AND EACH LAYER SHALL �` >=�.� + BE THOROUGHLY COMPACTED NTH A PNEUMATIC TAMPER BEFORE THE NEXT ��°� 11. PLACE 6" OF EXCAVATED TOPSOIL ON ALL STRUCTURAL FILL SLOPES AND FENCE TO ASSURE SOIL IS TRAPPED LAYER IS PLACED UNTIL THE BACKFILL OPERA TIONS HAVE REACHED SUBGRADE - —i---- -�\ NOT S: ELEVATION. IN AREAS TO BE V+NDSCAPED 1 BURY BOTTOM OF FILTER FABRIC 6" , '-•- ��; �� NG I NrfTE f VERTICALLY BELOW FINISHED GRADE. '�•�=i',:;t:• "' S. MODIFICATIONS TO THE IRRIGATION AND LIGHTING SYSTEMS ARE NOT INCLUDED IN V tS,768 \ 7-- - - — `•'•�• :' t ' THESE CIVIL PLANS. RELOCATE "YARD LIGHTS" AND IRRIGATION HEADS PER 2 2'x i' FIR, PINE OR STEEL LANDSCAPING AND/OR ELECTRIi-AL PLANS. COORDINATE WORK SCHEDULE WITH INTERLOCKED FENCE POSTS. PROPERTY MANAGER AND ARCHITECT. CONCREIE ENCASED"-0 WYE 2"x 2•' POSTS 3 STITCHED LOOPS f0 BE INSTALI�'D 3/4 3/4"- OR NO CRUSHED ROCK .Jy v,9 �lr AND ATTACH DOWNHILL SIDE OF SLOPE. 21 9� 4 1Q? — \ T_ OP VIEW 4 J COMPACT ALL AREAS OF FILTER FABRIC TRENCH I=XPIRES 12/31/96 -_-- NTS STANDARD CLEANOUT - - ---- - -- SEDIMENT FENCE 'J ' N.T.S. _ w - -- - 2'- -- z C 5 1/4" CLASS D CLASS C I I 6 112" i -- MOUNL. EXCESS NATIVE - ..------ HINGE - 1?- CPA. STAINLESS MATERIAL OVER TRENCH TO 1 1 6" OR 8" OUTLET PIPE _ _� STEEL 2 1/2 A. S WITH 10" to „ SURFACE RESTORATION ALLOW FOR SETTLEMENT I I - M ACK ALL EXPOSED MATERIAL AS SPECIFIED 1/2" KNUCKLE:, 10" LONG � PATCH AC TO GREATER OF ;S" ' 1 j WITH 1/4 PIN (FASTEN t` OR EXISTING THICKNESS W �' 12 I 1 THICKNESS 6" 6" ____ WITH 6 0 1/4" STAINLESS -- ._ „ ,_ 1 — EXISTING "' 'l'-5 1/4" - --- - - - -- 3" CENT. STEEL BOLTS) a. �,— SAWCU I 3/16" c I I � -LYNCH STANDARD CAST IRON GRATE ��____ w o o f 0 0 0 0 °000 0 0� 0 0 0 0°, -0 00° O —' Z w 0 0 ° t�°oo ° b o 0 Q o O °,v o00 ° p o O o/ UNDIS>URBED L (2" THICK - RATED 12,000 LBS.) 3„ Y 0 0 0� a o 0 Lb O OO o 0 0 0 o EARTH \�` OR LYNCH EXTRA HEAVY DUTY CAST Q U ° oo c O °00 (_ 0 d0 0 8 0 000 alp°0°O 8° O o o Ob �b° �� NATIVE IRON GRATE (2-3/4 THICK - RATED °�0 0 ° 00 0 °o ° __ 0r O Fl-_—a N_ 20,000 LBS. BOTH OR EQUAL 10 GA. SHT. OUTLET METAL (TYP.) DIAM. N Z o0�00 °�,O�+p ° ° / BACKFILL ) r° O o°o b� 0 00 COMPACTED �'�� DEPTH TO MATCH 0 0 0.0 3/4 -0 - 1 U GRATE FRAME W a oo co O0 0 0 0 0 0 0 8 " GRATE DEPTH 6„ I w L. EXISTING °000 ° p 0 ��� 3 4' - 0 CRUSHED ROC 0 _ _.-_______. ___._ _--�-- ` BASE ROCK 0 0 % alp o ° �� CRUSHED ROCK i - 0 0 o 0000 r i � O �. � T (TIP. � ;;� l�—���-� z r ° o O 0 0 0 °° ° UNDISTURBED w / 1'-0" 16 W 3 o ° ° I ca USF 45' BENDS O O °O° 0 ooQ>° EARTH 1/4" ANGLE i TO LEAD I.E. DETAIL "B �„ / � 0 eboo°'0 0 o06 00`0' of THICKNESS MIN. i SHOWN ON PLANS CLEANOUT z a I X. - BEDDING m --•-+'�- "''" J BACKFILL COMPACTION > 3/16" —11 1/4" — 3 • 4 UP. 95% (TIP. I 1'-0 --I // * 4' DOWN: 90' 3/4"--0 PIPE O.D. � ) /� L - -- GENERAL NO,i�S� N (PER AASHTO T-99) CRUSHED ROCK PLUS Et 1. BASIN SHALL BE CONTINUOUSLY WELDED. � SEE DETAIL 'B' ---�-�E� I STORM DRAIN SIDES AND BC'T-rOM SHALL BE BUTT 0o �P " 3/16 i" \ AS PER PLAN WELDED, OR MEMB(:RS MAY BE OVER-- ► r 1/4 PLATE (IYP.) -- C \ SIZED AND FILLET WELDED. — SIDES AND BOTTOM 2. ASPHALT COAT OR GALVANIZE ALL SURFACE'-j: A31N AND AI - OF CATCH C B � D CLE V OUT. 3. BREAK SHARP CORNERS AFTER WELDINGS. 4. APPROVED DRAINAGE AREA (SQUARE FEET) T-CUT ASPHALT REPAIR OVER TRENCH �_ 4•' -sF - - -- - TO STORM 6" OUTLET PIPE 10,000 S,F. -- —--- - - -- --- -- PIPE -_BEDDING I---- 2'-0 112" SQ. -� — SEWER 8" OU TLE T PIPE 21,500 S.F. N.T.S. 5. ANY SUBSTITUTION REQUEST OF CATCH BASIN ELEVATION COVERS SHALL BE ACCOMPANIED BY CALCULATIONS4" MIN. FOR PIPE SMALLER THAN 18" - -- -- �- IE'S ON (STAMPED BY AN OREGON REGISTERED -- ---- --- --- 6" MIN. FOR PIPE 18" AND LARGER N.T.S. PLANS. PROFESSIONAL ENGINEER). REV I DATE 6„ 8„ 1 ---1--- 1/2 ROUNDI 1 TRENC;H BACKFILL 'LYNCH-STYI ._E TRAPPED CATCH BASIN - ___.__ b" ASPHALT CONCRETE CURB -- CLAS S "C" MACHINE PLACED N.T.S. I ! I FPDX• r, F" SUBMIT TYPE FOR REVIEW - 6" -"1 ,- 1/8" SLOPE TO FRONT VARIABLE ---- - - ---------- _ -__ ---VARIABLE-----1 _______ t _ MINIMUM 5.5' SEE STANDARD CURB DETAIL FOR PAVEMENT SECTION CUMPArTED SUBGRADE 8" / 1" RADIUS • L , 6 CLASS C AC .--- 3" ----�� NOTE: 1. THE TOP EDGE TO BE RCiUNDEO OFF I PROALCT N0. 94064 (2 LIFTS) ` WITH A 1" RADIUS ON THE PAVEMENT 1 10. 15 SIDE AND 1/4" RADIUS ON THE --SLOPE 1/4" (-- _ —__ _ MDG001 NOS: OF • ` LANDSCAPED SIDE. CRUSHED ROCK ` T I DATE 2. CONCRETE SHALL BE 3000 PSI, s s e e e ► b, s s e e � ____j_6/25/95 _ 1 STANDARD CURB SHALL BE USED NEXT TO NEW AND • .� WITH A 2" TO 4" SLUMP. 16" ✓, �- -� _ DESIGNER , A. LOCK�I_R_D_ FUTURE `,IDE.WALKS• . �� e D �r a 6 12 ENGINEER til. DOLAI�' — _ __ ___ 2. EXTRUDED CURBS SHALL BE USED AROUND PARKING ARFAS ONLY. ��; a , — SIDEWALK TO BE L_— CHECKED 1 COMPACTED EARTH - 4" THICK CONCRETE " ------ 3. CUNTRACITON -JOINT SPACING 15' MAXIMUM. 95% (ASTM D-1557) � � -- - — �—' (,3,000 PSI AND 2 '-4SLUMP) AND AROUND BUILDINGS. SHEET TITLE ---- 4. EXPANSION JOINT: 200' MAXIMUM AND AT A,l_L- PAINTS OF _._ g 3/4---•- -- e-3/a -- 12" --- CIVIL DETAILS TANGENCY. Rt SHEET NUMBER 11565 S.W. Durham Road ------ u, BUP 96-0379 51,r 96.0040 EXTRUDED CURB STANDARD CURB AND PAVEMENT SECTION _ :. STANDARD MONOLITHIC CURE AND SIDEWALK ! 1',Ige 13 of 16 N.T.S. N 1'. ------ ----------------______ __-" NTS C005 n MDG001-05 II' this notice appears clearel• Ihan tilt' JUN 0 2 1000 dOcnnlcnt, III(- documt-0 is of mm-011:11 Ilu:llih. 11111 f1►! I�,Illc'l! I I I ' !i ! I ! 111 ! ' I Ii lllii ►I! li . . , ii liit ! ! iiiIli 1i 'I ii1i1� 1!IiI iU;f-�i !.I l!I I ill! NCH MADE111 CHM ! ` 4t I I 1 I if it --- q 17 114 III VIII II II11lI ! I t II 1ii111 iill l iiulillfiiirnlllilllll i illi'I'i liiii 'li. nil) 1 (n, ! I Ir ,I li viii I Ills I 11n . 1 It 'I:' t' S ttnl II Ittr tl I nll , tltlllttl nr,ri „ nt tt In I t, br,- .. ,. ,.,. .. .... , .. ,..,::.,... ..,.. ,.,w,eYS4J�.......l�+tk�1'eu-A,., .... :. . .. :....� :,-.. , .. :r-; 6.:, _ .,,, ;.:-.n ,r -.k��at�6... auA.�..�.au,.�r:w'reY.r.r- ...1-_,�,, :�.J,.�•'. Rd,�sI�i�:w.d�RR'��,:,1�' J;: i , MILDuN DESIGN GROUP, IT. _ _ ... .. ARC7�T'1FCTUR ' `""`."'"" •-------__..,,r., SW Suite X330 Kerr Parkway, 325 Lake Oswego, Oregon 970.35 (503) 244-0552 Mike Fa1ia and Asstriat.es # 800 NW Sixth Avenue, Scttte 327 Port Tandy Oregon 97209 (503) '122-5612, fax:222-2283 prod. no. 94121 ,., 0 \ ! f XIS1, f31 OG B ._......... E- X!SI [it 0G. A i t ( .i 0 - �... , _ I I ' ISTE �Y lid 1 A ! j I j I i ! ' �► j i j i ,� EXIST. BLDG. C , ' Ow tier. Durham 99 kssociates _._1__ , I .A ; I . 2.3803 150th 5t. SE Monroe, WA /f r EXIST. BLDG. D PfrojeOL 14 Buflding IF 11 [-- AN I LEGEND Willowbrook ' t , � ► I � TREES Commercial o Quercus rubr"e - Red Oak 3' cal. B&B, Well branched, Headed at 6' 7,ehni {r air s SW DUrhlhil lacer circ'na,hjm Vine maple 1 "}' C1 °'� • �� 10-12' B-1131, Well branched, 3 stem min at base Tigard, OR EXIST. T IEE --��- / TYPICAL l,vM601 ,' ', + Acer Polma,um 'Sanyo Kaku' Japanese Maple Sheet '1'Itle 7-8-. Weil branched, Single trunk Planting ' o Fraxin ;g p 'Ma,shall' - Marshall Seedless Ash 2" cal B&B, Well branched, Headed at 6' EXIST. BLDG. E / ! SHRUBS / GROUNDCOVERS_� ® Myrica californica - Pacific Waxmyrile 18-24", Full plants, Space as shown _ Prunus I. 'Otto Luyken' - Otto Luyken laurel L............ ( / / 15-18", Full plants, Space as shown Rhododendron P Rhododendron 15-18", Full plants, Space as shown Rev6ion& '� 0- - Rosa 'meicoublan' - White Meidlland Rose 15-18", Full plants, Space as shown t Cornus s 'Kelseyi' - Dwarf Redtwig Dogwood \� 2 gal cont , Full plants, 2' o c. \ Arctostaphyllos u. 'Massachusetts' Kinnikinnik J - 1 gal cont., Full plants, 3' o.c. r I - Seeded l-awn See specifications - -- - - - NOTES 1 I' ` 1. See specifications for topsoil and irrigation reouiiements. 2 Protect all existing landscaping to remain from I damage during all phases of construction. � Date Drawn by: Checked by: NORTH MEQ FNIF SCALE: 1" 30'-0" SEE SHEET L - 3 FOR TYPICAL DETAILS Job Number 94084 11565 S.W. Durham (toad it JP 96-0379 Sheet of: N'17'96-0040 Page 14 of 16 �— 3 If this notice appears clenrvl• than the JUN U Z 2Q00 tlocnment, the document is of mlu'kinal Ilnalil.N• Inicrofilllled 1 111!!j! !II I I i I 111111! I i Illilli `I III MADE IN 04 NA rl! II illi II!, !, II I i I; I I i i I ! I t ! I► l ! i . Ijlil jijl) I! ,jl , . j , ; . , � � !jl� ,If iji;, Ijijlj Ifj,lij i ij, ,iliil� ; I I! j !ilj 1!11111 I jljl�llll � i i , , ;. li � l ; ! INCH I ` ( SZ' 13 AV M 17 V iI�`IIIII!I IllljflI„I1I.111!.II„I lLIIrlllI,!,II,I,IIII.IIlI,l,l,i,I!Ijl!,..t,!IIIi.i,i,!ILII7i � � I !! I I f!•i,„, il,v1a„!jn,.nrf. I! !!!I !!!!�; !!I!!! �!!!1nil lliniiii1i Ili u..I, i — Locate and cor�noct naw valves to existing mainline and cuntrol wire, verify MiLuREN DksicNC RO PP.C. that existing mainline has sufficient t ossara to operate valve , ARCtiTFTJRH - SYw(� PLANN K; 11830 way, Suite 3l5 IAke OaweQo„Oregm,974 5 M 244-OW -- — — — — — _ --_-------.__.._. -�!— ,. , ,.• � „ Mike Fahy and A49isoctatcs 800 NW Sixth .oven►.►e, Suite 327 Portland, Oregon 97209 _ (503) 222.-5612, fax:222-2283 prod. no. 94121 ' I 1 r 1 n /, • EXIST. BLDG. A P42 F HID L AIA F, HIC rAl- C EXIST. BLDG. C PE T-11 661a Locate and connect new valves to existing mainline and control wire, verify that existing mainline hes suff clent pressure to operate valve. _ (huller: Locate and connect new mainline to existing rapped mainline, verify _ ! that existing mainline has euffrcient pressure to operate valves IfC� 4b / Coordinate valva run limes w/ existing controller. 1 44 J ! •' lT �1r ham 99 t4]19 3/4 .- I ror, a 2' Li LU 3 - - C� 2.3803 150tH St. Sit✓ -- ,, �.__ _ -, _.�� __ -- - --- �� ,,,�- fi y / Mom; e W.' I' t Ry i � EXIST. BLDG. D Project r' , Zufl[ding F Wfiilow)rook Commercial ! I _- SW I Center ~- _ t Rd Tigard, OR r Locate and connect new valve to existing mainline and control wire, verity 1 I t f \ that existing mainline hes sufficient pressure to operate valve Sheet Tttle +►. 3b- .�� J,rr i anon IRRIGATION PLAN NOTES 1L j� 1 Cell utilities for location prior to excavation 1 1 I EXIST. BLDG. E — ol li �Vicat ' IRRIGATION LEGEND 2. Automatic valves require 65 pounds of water pressure tit 30 GPM at the Shutoff valve 10 full operate the System Verify .)afore installation ; �' • �f. SYM OESC MANUF MODEL NO. PSI RAD GPM 75 pounds of Sialic water pressure is assumed Verify, and notify r ' ` +i4 A Lawn pop-up Toro 5701.4P 150 30 19' 0 85 Owner If there is a discrepancy. 0 Lawn pop-up Toro 5702-4P-15H 30 15' 165 m Lawn pop-up Toro 5704P 3. Locate all valves in planting beds where possible. ' ! . H 30 1 _ o l awn pop-up Toro 570Z-4P-SH 30 8,8' 0 71 050 L. . _ 4 Verily dimensions and locations of all new planting areas on Shrub pop-up Toro 5707. '6P-150 30 15' 085 site + "'�, �� p Shrub pop-up Toro 570Z•6P-15H 30 15' 165 Notify owner of any deviations from plan prior to construction. Shrub pop-up Toro 570Z-6P-15TO 30 10' 260 \� � __ __.... �F t f...._.y _ �..__. Shrub Shrub pop-up Toro 5702-6P-100 30 10' U 40 pop-up Toro 570Z'-6P-15ADJ 30 15' Verres • 5 Tree locations shalt be staked by contractor and approved by owner prior \\ \ I I ! 1 l j n Shrub pop-up Toro 570Z-6P-10H 30 10' 0.71 ReviSbrlt to installation of new irrigation System �� \• I ! ! f j Q Shrub pop-up Toro 5707.-6P-1070 30 10' 104 I • Shrub pop up Toro 570Z-6P 10ADJ 30 10' Varies 5 Install quick coupling valves along mainline every 200 feet T m hrub pop up Toro 5701. 6P8Q 30 8' 024 .; o Shrub pop-up Toro 570Z-6P-8H 30 8' 050 t . Shrub pop-up Toro 57OZ 6P-8ADJ 30 6' Verres 1 7 Install automatic controller of location shown on plan on electrical \ , 8 Shrn)b pop-up Toro 5702-6P-4EST 30 4x15' 045 �t ` o room well as per manufacturer's specifications Verily with owner Shrub pop-up Toro 5707.-6P-4SST 30 4x30' 090\\ prior to Installation, Extend 1 1/2" conduit from controller and daylight six inches Into planting bed, for installation of automatic ^ 0 Auto Volvo Hardie 700 Series (sized on plan) valve wires ` I 1 I ! I ! C Auto Controller Reinmaster RM4E (For 1e and 24 valves only) Quick Coupler Reinbird 44LRC 8. 11 sleeves to be 4' diem urdnss tither vvis9 noted on plan — — _� ' L. ..,..J.___... ... _..1._...-__i_.._....�._.__..._..._.L.--.1-.......– -- Cress 200 PVC lateral nne (bury 12" min.) i ---- -- – _ — — Class 200 PVC mainline (bury 18• min) 9 Verify existing system performance prior to utilization of existing _ Sch. 40 PVC sleeve (sized on plan) mainline and controller NoWy Owner's representative if existing components are unelbe to sustain proposed upgrades. —' Indicates valve sequence a� Indicates shrub or lawn designation 1 10 Verify that existing bacM.flow meets current jurisdictional _-- Indicates max GPM Indicates valve size requirements for upgraded system i Date---._._-- 6-11-96 Drawn by: Checked by: MEO FMF NORTH SCALE. �" = 3��' o" SEE SHEET I_ - 3 FOR TYPICAL DETAILS Job Number: _ 94084 11565 S.W. Durham Road _. BUP 96-0379 Sheet Of: SIT 96-0040 Page 15 of Ib IL-2 If this notice ;Ippeal•s cleal-el. 111,111 ille AIN 0 2 20130 kYrz m uz•ot .,.e .lir ._ ,,., , - dOrunlcnl, the ducuntcnl is of 1tar011,11 tlnalil}. 11111'I�(1IIlllll'll *1f�Trt1l�i�l !{!j!ill!jl �l i I�lil {lilj!�I I IjI1 11 . 111lj!Jlj ! jll I ;! iil� !;I�!�!I!, Illjl;lllllj!ilI! I jljllljlj!j!'IJI;I�III I ; INCH i MADE IN CHINA r _ ,� 1 ��^t �� e as .•,I 11 - t� 14 t -a iT- ti - , �" � III IIII 111111 I + Illi 11 !III I u r... Illirll I , lii!i liil liiiiiiill fiiri'1 ' Ilii ilii IiI t' ii.11 Ilrrrll ��,r,r I r' rt 'i:'r'I' 1 u:r n n rn rlrlrr nrI r r,rlllr rinr, n,- r n!n r Irr r II��{IIII!IIIIIII,,,Illl, "IIIIIII;,,,,,111111,!!{Illll.. •llllll..l 1111.- .I:.,.� .,,II. �.�„I,II•. ..I.t.,L,. .11l.i,.,,l, ,.,.,. !I . .11111,,..I....I,lI.,III)III.,....II,,.,.,.III , „11.1�!ll..Ir.urt,lily...ill.. .,rlllrll...,.,r..Il .r.l.11l... ,,Ir..rrrll„n.rt11{.��,.,,Illlllrrrl,lt, t I ! i I �r — --- L;NE SIZE aATE 'VALVE - ---- — iF POSSIBLE LOCATE QUICK COUPLER UJITN VALVE N BOX �.■, INSTALL ASSEr*IBL`'' PER DETWL AND AT'AC" LJ!TI4 MIwR . 2' GAL V. PIPE ,' 3' 1011-AT T AC 14 fN [)ESI(. - - -- --3' MIN. FROM EDGE OF TRENCH, R!SER WIT" TLI 55. 'RRIGATICN BANDS ARC:ilI13C"S'Ukd PAVING OR FOOTING - .AETEE< STANDARD VALVE 5'X 1 1830 SW Kerr pu --FINISH GRADE WITH GREEN CV LCCICING LID `Ake0swC'Qo,o -.--- _-�— -- FIN'S"ED GRADE INCHES (MIN) UNDER wA..KS AND 36 INC"E5 (MIN) BELOIL ROADS FiNi&.4 SLRFAGE5. 18' COIL OF LI ADJUS' AS NEEDED TO NEGO'ATE :-,ROUND O®STRUCTICANS - SPECIFIED AUTO. VALVE Mike Fahy ar>d, WHILE MAINTAINING AT LEAST INDIGATEv MINIMUM DEP''i-5. j } _ I - __ - �I-I _ -- I I --•- SpECIFiED P BAGIGFII_L I a - - -- 800 NW Sixth Avrn IRRIGATION LATERAL - T� ------LATERAL LINE - - � - -�-- - - UNION, EAC" SIDE OF vAL' E Portalipr�ot pAvihG t5 f U- - --- 5612 fax Mf 3/4' ROUND wASi-4ED GRA:/EL prl��. no. 9�1 MA!NLINE SCMED 40 SPEC lr-IED FILL COMPACTED `_ -- --- - CROSS CR TEE --__ NOTES. —1 FUR ROAD SUB-GRADE MA NL NE - 4' X 8' x Ib' CONCRETE :OCAT.ON OF Qu.r-K COJOI WTwIN vd_A aOx I.6H06N FOR BLOCK. 4 REQ:. TTP G:A4R C Ar ON ONLY NATAL L AND _011*•3E os rw III rlE Ami - SLEEVE SG"EDuLE 9O PvC. jj i T__..._.______-.--COMMON AND CONVTROL w RE C-AR 1 t�BOX aures TAA- VA.,� •o GIVE F"ATI I' CAE4Rdve,E II I^) I =�1- 1�1 (BUNDLE 10 INTERVALS) PAEXTEND b INGR5, N !; ; EDGE OF :;ExAC' ,,�REGwRE*�E►.Ts.CON'•F-C*ZN, 'kAF3I AND bE t.ErvGF PAvE'^t "Av GSR raot-r'rwAT bwOU N ENT. CURB, AND ,.;ASL. IRRIGATION SLEEVES UNDER PAVING TRENCHING IN PLAN TING AREA CONTROL VALVE ASSEMBLY SCALE: NTS -- —_-- — - ----- - —_ _____------- - - -- - --- ------___. _— -- _ _.----------- -- ------ - ----- _ SCALE: NTS SCALE: NTS - ---BLAGC 4' S-N;IIG GAPS LOCKING MARKER, CAP TO READ ' DRAIN vALvE ' --8._ACK 4' 5NXJ CAPS. MARK LOCATION _ F N'6"ED GRADE AGC,.4ATELY CIN REG04:J CRA:I)INGS kL • -IJU y VI I lil I lilt l - - ------ -4' CSA 5G"ED 40 1--Iv- SLEEVE f AW1 Ill _!I -ENG " GI-N AS RERFD R _� C+JED. N n -- 4' D A. S 40 P.v G SLEEVE I' LEND'" AS REQUIRED __III 1 11-� -15RASS GATE VALVE (L NE S ZE, CI � RR-DATION LATERAL OR MAIN LINE --- L_II E A v lll -SPECIFIED DRAINVALVE l3/4•J _ i - - -- - BRICK OR CONCRETE BLOCK ;' A.ve. ELesOw — OwnI s -- --MA,NLINE ------ --2 CJ. F' 5PEC r= ED PEA GRAVEL J�,--II �I �p� ll ll t �� t II •�•'�• -- BRICK OR CONCRETE BLOCK Durham ha MCI I I �.-'�.-..__------ --- -PEA GRAVEL >� Associates MANUAL DRAIN VALVE ASSEMBLY GATE VALVE ASSEMBLY S C A I.E: NTS — —� — SCALE: NTS -----4' "iN. FROM EDGE OF PAVING, _ _ - -F!NI'S"ED GRADE GARB OR BJILGi'vCs S FLUS" IN LAWN I ?.:3!303 150111St.F,NIs"ED GRADE OR I _ _ I SE TOP OF 500 1 Monroe, W A -- - TOP OF BARK MULGN 0 1 --- - C' ROUND VALVE BOX 1 I RrT Proycct:- - --------- POP-UP ASSEM$LY — 1 SPEGIaIED CIU CK GOUr'..ING VALVE Ta MO.NTt_D 3/4' ABOVE DIRT GRADEluuMinjig - MARLEX STREET ELE5OW T:. i, W/SPIRAL MA19 3 ELLS 0WS WiNoxvbrook gG" flfD ED PY.G. NIPPLE. 3/4' x 0' MIN --SI'JING PIL=E - •� -- SGHED. bO P.V.G. STREET EL IPOI_1' PIPE 4 11AX. 4 14' MIN. LENGTH) -- _ - - •3C"ED BCPvC. TXT9DDEG EL Illlmer(cialil —MARLEX STREET ELBOW -- ,�T !I. .III-_ - 3C1•�ED 80 P vG NIPPLE• 314' x 8' M.ti -- W/SPIRAL BARB FLl30tuS (�-�— _ Genter 5C"ED. 40 TEE CTT- � MAINLINE SW Durham Rd LATERAL PIPE- CL ?OP. PVC I - ----• -"-5r"ED W F''.�C STREET EL SiCs4ED a0 ELBOW OR TEE Tigard, OR POLY -PIPE ASSEMBLY FOR SPRAY HEADS QUICK -COUPLER VALVE ASSEMBLY SCALE: NTS SCALE NTS ---------- ----' "— — Sheet Title Typical f� /PREVAI�IN_G_ _ f `ViiiN6 c-, P'lannand T U AKING_PL AN 1� �°rl�Ialtr;0�� 131 2' z 2' x I DOUGLAS FIR Details STAKES, ATTACH TO TP,EE ('r WITH TWO STRANDS -�7 TWISTED E12 NEW GALV WIRE L NEW 5/d' RUBBER SPEC14IE D HOSE TREE � � SET CROWN OF POOISALL AT FINISH GRADE 111 All. GROUND COVER iRcvisinrl� ROP 3 OF RdOTBAI�M � _ SHAH. 6E PI ANTED Al FIr�ISH- AFTER STAKING c GRADE ARK MUt >♦ EEPTN V�g6 - SET CROWN 01; ROOTBALL �� SPACING TRIANGULAR �---- e C r 2' BARK MULCH ABOVE FINISH GRADE `�� SPACNG PFR ON CENTER / SPACING SPECIFIED 9AgK MULCH CIRCLE \ . '--REMO1- BURLAP FROM ON PLANTING PLAN SHALL EIENO 6' BEFORE FINISH GRADE TREE STAKES IN TURF AREAS ;21 LOCATE TOP 113 OF ROOIBAIL r` '� G ! F GROUND ND COVER ONE HALF OF SPECIFIED law? 1111�Alll SPACING DISTANCE FROM SCARIFY SIDES AND B0170w1 ANY OTHERHAF CURB, SlIDEWALK, SURFACE UR' r,. BACKFILL SOIL MIXT -- -- -- - ---- ---- - - 4 -BACKFIII SOIL MIXTURE J' T -- COMPACTED BACKFILL UNLESS O NEHWISE SOU MIXTURE `r' COMPACTED BACKFIII SPECIFIED — STAKES SHALL EXTEND SOIL MIXTURE MINIMUM OF THREE FEET -INTO UNDISTURBED SOIL ` ROQT-BAIL 2? -24' NOTE STAIN TREE STAKES v TFT $I . b B WITH TWO COATS OF _ , FQUAL r E 101 OLYMPIC STAIN I ROOT BAIL DIA • 12 DECIDUOUS TREE PLANTING _ SF:RUB PLANTING _ _GROUND COVER/SHRUB COVER PLANTING SCALE. NTS SCALE: NTS SVALE: NTS Date Drawn by: Check ad Job Number. 941 11565 S.W. Durham Road — --- 131 IP 96-0379 Sheet of: tiff 96-0040 ` I'agc 16 of 16 11' this notice appears clearer thin the III UN 0 2 1000 docunlenl, the document is of marginal ;Inalitp• 11 icrii)f 11111ed (�� I�11111'lIIIIIllljllll I I iIl III ' !;! i' lll1 ;!'I 11 1111! r� !, Ii1! i 1111 '1 illli l III I 1 II ilijil! i I :, lilll I Ili ill'; I 1 ; s ':; III I ; i Irlllll Ill , ! I r ! , ;I I , � ;r i1 ,:i SII I I i I� ; i i!! I II !� 11I !III ' 1 ; Ili 'RCN MADE IN CHINA -- Awl em Iff— II' ( III 1 III 11 !111111 II:�' f 4- I liil11 iilll ' lili :Iilii 1 r I I Illi l i illi III t'i{ I iiiii' I i' !ii ' i ill I Iurl 11 Irl I r 11 't:'I I' Irltlnl n Ilnlal I nrl r ntlllurlrrn{nnlnn nn u I r r1rl +11 •, ,... I I I llairllt,.,.:.�illrlli: ...i1,lli�rrl.nli.:. .tit,rr,r,rttr•,.,,I�,,,I.tlltll,rr .1.... . II illl.lrl,ltll,l ILII I! ��•� III ..r IMI, III, ,•,II!! !l1.. ..,li.. l•I,IIlIi.,,.,:I,IiI,•.•I lli,,.11lil.t,.l.fll,. 1 III.I.1lI...IlIII.IIiIlil,,.l.!!t!.•.,.�III�•!,•. I•I,.I.•llt,�lli;li ... .. -. .,, . .., ._ nn•".. �,..o... ,1s f;,YN�d�-0.Ji:�a4: ..,'.jNy�,,a,.,:..:. - . .... i -- ., ., ...