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11065 SW NORTH DAKOTA STREET-2 ? f ,r s,e s, I Cry31.; d A vEN A. LE � ;LM D, 0 OF ....................... o Creek , Summerlake , Ti rd 1 9 P rkin 110 , a 1121S.W Salmon ,Suite 1(X'1 1 1'urtluntd OR 97205 A Tel. 50?,221.1111 • Construction Document Set Far. 501.221.2077 g Add t Date: June 21, 1998 ■ INE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ■ ■ 11065 SW North Dakota St. S: Tigard, Oregon corvsuc rANTs SYMBOLS LEGEND GENERAL NOTES B2 +� DETAIL DETAIL REFERENCE SRC � SHEET NUMBER o� {s� • 1'4& *IES rn � ALL CONSTRUCTION, FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE REQUiREMENTS OF B a SECTION THE LATEST EDITIONS OF THE i!NI(riciM BUILDING CODE, UNIFORM MECHANICAL CODE, UNIFORM C1 SECTION < < h a PLUMBING CODE EACH A,;AMG«DcD BY THE STATE OF OREGON, NATIONAL ELECTRICAL CODE ANY A4 �--REFERENCE FEDERAL, STATE AND LOCAL CODE, REGULATIONS AND ORDINANCES OF THE GOVERNING JURiSTICTION. SHEET NUMBER s SUCH APPLICABLE COCES, ETA. h iE'HOSE WHICH EFFECT AT THE TIME PERMIT APPLICAT40N IS FILED fA FOR THE PROJECT 0 D WAY W$MAD 2 to ` M \ s 6 DR 2 THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPENCIES BETWEEN THESC KEYNOTE DEiGNATIQI�tI N i gWR o p e DOCUMENTS AND ANY APPLICABLE CODES BY THE ANENT INVOLVED WITH THE GOVERNING ie e p AGENCY HAVING JURISTICTION. u A `mow �' oft a IT IS UNDERSTOOD THAT THE"FIELD INSPECTOR' FOR SUCH AGENCY HAS FINAL AUTHORITY Z ►' = ao '� — TO APoROVE/DISAPPROVE QRO..JECT CONSTRUCTION ANI,CORRECTNESS OF ALL CODE RELATED O W 4 M s a _ TM ADT ITEMS LR ® LuELEVATI � (�d1 t0 'A w e y a M I 3. EACH SUBCONTRACTOR IS CONSIuLaED A SPECIALIST IN THEIR RESPECTIVE FIELD OR TRADE ANDCd SHALL NOTIFY, PRIOR TO PERFORMANt,-OF THE WORK, THE GENERAL CONTRACTOR AND THE ARCHITECT 0 OF ANY WORK CALLED OUT IN THE DRAWL;:S WHICH CANNOT BE FULLY GUARANTEED OR CONSTRUCTED �'� Qcc 1!W TIDA_RD '` a AS DESIGNED OR DETAILED. Q Soy #4rz 8W fir;, _ � � Q DJ► ■�I WING INDEX } w f- m 4. THE CONTRACTOR SHALL VERIFY,ILL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING � U� Q THE WORK AND IMMEDIATLEY NOTIFY THEARCHITECT I IN WRITING OF ANY DISCREPENCIES. a0.1 COVER SHEETz <' 6M/KATM INE 6 fAppy� pt S A1.1 SITE PLAN �.'� r ,i`.r � \ w 5 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF ALL OPENINGS, BASES AND SPECIAL �_ a ►- a� x pf PROVISIONS REQUIRED FOR EQUIPMENT, DUCTS, PIPING,CONDUITS, FINISH HARDWARE, ETC. AND IMMEDIATELN A1.2 SITE DETAILS w Q �' t'� I� �\ NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPENCIES. C1.1 DRAINAGE, GRADING $ EROSION CONTROL PLAN � � � t, Q/ 6. DO NOT SCALE DRAWINGS.ALL DIMENSIONS SPECIFIED SHALL GOVERN. DIMENSIONS ARE TYPICALLY TO C1.2 UTILITY PLANS s KA eM ; rky 6W "K66r+ 4 �% THE FACE OF STRUCTURE AND FRAMING UNLESS OTHERWISE NOTED C2.1 DETAILS w ANN L1.1 LANDSCAPE PLAN 0 DdAxmr 1996 Street Atli USA 3.0 fm Macuamlt (800)152-5931 7 LRS ARCHITECTS ASSUMES NO RESPONSIBILITY FOR UT;LITY LOCATIONS. CONI RACTORS RESPONSIBILITY DETAAILLSS PLAN TO FIELD VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES PRIOR TO THE COMMENCEMENT OF ANY L3.1 DE L2.1 NORTH DEMOLITION OR CONSTRUCTION. LC VICINITY MAP ' L3.2 DETAILS 8. PATCH ALL EXISITNG CONSTRUCTION TO MATCH EXISTNG FINISH WHERE REQUIRED FOR INSTALLATION E1.1 ELECTRICAL SITE PLAN OF NEW WORK. NO SCALE 9 WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILING SHALL CITY OF TIGARD d BE. THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK FOR THE TRADE INVOLVED. THE ARCHITECT 0,pWV 3d................................................� M C _ P8Q.dECT DESCR/PT/ON BE NOTIFIED IMMEDIATLEY OF ANY ALTERNATE NON-STANDARD OR UNTESTED METHOD(S)PROPOSED, ConQition811y Approved......................... ( ]: Z Il11N NTION For oriiy the work as dt35crit;a:f In: _ 1O.NOTES INDICATED ON DRAWINGS A.RE NEW WORK AND ITEMS PROVIDED AS PART OF THIS CONTRACT. For orvT N� EXISTIMr,LEMS ARE AS NOTED THE SCOPE OF THIS PROJECT PARKIN LOT INVOLVE THE ADDITION D APPROXIMATELY SITE ADDRESS: 11065 SW NORTH DAKOTA STREET Sefi L 80for to. Follow...............................( � 13,800 SQ FT,OF NEW PARKING LOT AREA TO THF. EASTERN SIDE OF THE EXISTING Attach............................. .( ] CHURCH LOT IN ADDITION. EXISTING INTERIOR OV MENT WILL BE ALTERED LEGAL DESCRIPTION: 1 S1 34DB TL 300 Job Address: J�© �Ac�. PROJECT NAME NEW CIVIL, LANDSCAPE d SITE ELECTRICAL IMPROVEMENTS ARE INCLUDED IN ZONE: ay: Date: 1 THE SCOPE OF WORK (�-r1 5 ----�+--;.�i' CONDITIONAL-USE HISTORY: CUP 92-0002 / PDR 92-0004 C. , r 8.21 99 a MODIFICATION REOUESr: MINOR MODIFICATION APPROVAL, 2/4/98, by William D'Andrea € .ylstON �•t� 1h PROJECT DIRECTORY REVIEWED AND APPROVED LRS ARCHITECTS ATHAY AND ASSOCIATES, INC . -----_-- - ___---_._._ ---- _-_ ___- -- --_-_�__..______--- -_-- --__ -- LDATE a 19.9e 1 121 SW SALMON, SUITE 100 CONSULTING ELECTRICAL ENGINEERS THIS IS TO CFgTIF1 ,'HAT THE STAKE/MISSION PRESIDENT PORTLAND, OR, 97205 9013 NE HWY. 99 - SUITE 'R' HAS REVIFryED THIE;'2 DRAWINGS AND SPECIFICATIONS FAX. 503.'.21.2077 VANCOUVER, WA, 98665 AND FINDS THEM ACCEPTABLE AND IS IN CONCURRENCE I CHECK. M,1R TEL. 503.221.1 121 TEL. (503) 2.85.2456 %1 / DRI AWN 8Y.• moo CONTACT M. Robsrts ' CHRIS FRESHLEY, LANDSCAPE ARCHITECT OE?1AAS AND ASSOCIATES STAKE/MISSION PRESIDE DATE PROJECT.' 97167 4 1020 SW TAYLOR STREET, QUITE 355 CONSULTING CIVIL ENGINEERS PORTLAND, OR, 97205 9450 SW COMMERCE CIRCLE TEL. 503.222 9881 WILSONVILLE, OR, 97070 503.682.2450 REVIEWED FOR THE OWNER RY Contact: Dave Price AO 11065 SW N.Dakota Sir ARCHITECTURAL COORDINATOR DATE 1 SIT 9t)-00025 Of 11 >;1' DM 1 4 e tRe ARGw1TEcrs 0 ., .. .. .. ... .. ............,n«..nw,..e�+u ."........r.w..r......,..�C1g11,..,.•o..�.,_..-...,......,..,",.wwn,,,. ..,d..-.�...,....`..,...... .'.. { Cm iI+IIIIIIillilil,III!�Ililllill�Ill�lul�nlilujlili uu�ii`ii'un�Ilu IIu�IIIiIInI�IUIIiIII� 0-11111- 11111111I I I II�Inllun�Ilr"`�IIIIUIInII�InIIn I IIiII� I III IIIA III �nll Inl�Iln tnl�ln! il , "' LOUIt1l STRIP' � J,� J,� 1llil�ill�IIlu�llil nu�i�ll�lnl�lll� ms' IOTm.i CM i 9 !'J 1 I 12 13 !4 ( I 18 17 19 19 20 21 22 23 2,1 25 26 2I7 2I8 2I9 3I0 NONI • r o8 - II. ry r a, ~ 4 4 r... S A' N 00-03-35 W :�68' - ,304 y " ,""q N 00-1)3 ,5 W 1:�' V - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - w V1304 E EN IN A t fi C 0 I PORTLAND, I �: 00 J C) O EXISTING ° o I PARKING COUN80 T 0� C) LANDSCAPE U C I n � I EXISI INV STANDARD SPACES 170 --r— EXISTING ACCESSABLE SPACES 6 3 I I I t T REMOVED PARKING SPACES (12) ' �� �� 4z I 27 ADDED PARKING SPACES 46 - 3' o• - I I I I I ; N 00-36-12 W 44.58' �` ADDED ACCESSIBLE SPACES(VAN t . _ I TOTAL STANDARD SPACES 214 F6 14 SP O 9'-0`=126"-0" `/--- - VER FYP. O 9'0"=99'-0` 34 TOTAL A. ` -- _ 1 SP 18' 0" SP I ACCESSIBLE SPACES 7 I' _ '7 SP. O 9'-O'=63'-C' - - TOTAL SPACES 221 t 8 SP d 9'0" 2 SP O 9'-0` 9'-0' 4 9P � 9' 0__3r�' 0" - VERI`'r' h C �O I 12, H° I I SHEET NOTES _ LEGEND _ I I I O REMOVE EXIST'G CONC. CURB 6 GUTTER. AREA OF ALTERATION WORK. ; 1�2I S.IF Salruou ,Suite 100 _ � h STORAGE Portland. OR 97205 A NEW CONC. CURB b GUTTER-SEE CIVIL 1101 511 2T 1 i 121 I I I FOR A GRADES. -SEE DETAILS A41A1 2 ANU ® CB NEW CATCH BASIN. REFER CIVIL DOCUMENTS Fax. 501.?21.21177 "'n S-0 � i TRA511 R Lu 3 NEW ASPHALT-SEE CIVIL FOR GRADES NEW ELECTRIC POLE WITH CONCRETE BASE 8 L13HT. 45' -- I O SFE DETAIL Al/,41.2. REFER SHEET: E1.1 m — 4 8' O. 9'0" REMOVE EXIST'G CONC. SIDEWALK EXIS"PING CURB GUTTER,CU9B&LANDSCAPE TO ( I m 3 ti BE REMOVED AND REPLACED w/no& - 70 " 25'-0" R. "' ---- B I O NEW CONC. SIDEWALK AND ACCESSIBLE RAMP. 19/VA 4 - 3'-0"H I X—X-- NEW FENCE i I i b 9 O NEW 4"WIDE DIAGONAL STRIPPING FOR - • ACCESSIBLE AISLE. T ' E MATCH COLOR OF , 4 EXISTING ' L/T2 NEW N ' O DE AACCESSIBLE APARKING SYMBOL-SEE 1 , NEW ACCESSIBLE PARKING SIGN MtD POLE , r t B4 8 SEE DETAIL D3/41.2 Al : 18' C. - --02 LU I I r - -- 4 — — -- `J- O NEW CONC. SIDEWALK. ' I 16 CROSS SLOPE 1: 50 MAX TO CURB r ui ii6mNEW CONC STAIRS AND MTL. HANDRAILS. CONSUL TANTS 11 NEW LIGHT POLE BASE-SEE ELECTRICAL FOR FIXTURE-SEE BASE DETAIL C1/A1.2. ; , B I I 00 12 EXIST'G CONC. MOW STRIP TO REMAIN. Q M Y SI _ 13 001 NEW CONC. MOW STRIP- PROVIDE SMOOTH a Q 01 TRANSITION TO EXIST'G WHERE OCCURS. I Q I cv EXISTING FENCE TO REMAIN cry EXIST'G BUILDING z 15 NEW FENCE MATCH EXISTING FENCE IN Z '� W I r- z Z I TYPE, CONSTRUCTION.AND HEIGHT. } Lu w iLLI a::UJ C4 Cc cc cr GENERAL NOTES °'`" � cc o to - — z z _j rn CCS W 1. SEE SITE PLAN FOR WALK LOCATIONS a WIDTH � . O;7_ I I * _ , 2. WALKS PARALLEL O CURB: NO EXPANSION JOINT REQUIRED BETWEEN WALK 8 CURB ' I I t 3. WALKS PERPENDICULAR TO 8 TERMINATING AT CURB. i -- ---- - - - PROVIDE EXPANSION JOINT I I EXISTING SIDEWALKS AND GUTTERS -UNLESS OI-HERWISE NOTED _ 4. SLOPE SIDEWALKS WITH TRANSVERSE SLOPE 1/4" -SEE CIVIL PLANS - � I PER FOOT, IN DIRECTION OF INTENDED DRAINAGE }} /� 5. 4"X 6` EXTRUDED CONCRETE MOW STRIPS SHALL BE INSTALLED TO SEPARATE LAWN � 1 FROM PLANTER AREAS I I 23 � /t - I 6. RELOCATE SPRINKLER HEADS 6 IRRIGATION LINES AS REQUIRED IN ALTERATION AREAS m DEXISTINGPARKING - UNLESS OTHERWISE NOTED 25'0' R. 3 ,< SEE CIVIL PLANS i 1 17' S" - 24_7" 9',6' 10 SP. O 9'-0' 90'-0" 5'-0" 30'-0" 9 SP. O 9'0"=81'0" _ 10'0" N 24'-0' -- -- b R 45'.0• R is 0� PROJECT NAME 3'•0'R 1 II �3 � i i t i I aQ 1 tv 3' 0" I I i I I I C D SET 6,2198 TRA S �? -3'-0' l.._.-1 �9 R . ' 14EVIS!ON 71 96CB EXISTINGI - 4 : ----L- p" (1-3 � 12 I TREES -- -0 is _EFER , /; --- I LANDSC E P 4 4 R i LO� a"�•-•..-- t t TYP OF (4) i 4'-6" R 12 l4 L� DATE 6 19 98 PLAN CB i D4 l____ A1.2 F - 15 ULD PROPERTY LINT � CHECK MJR I 3 z 13 - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - -E 546.77' — I I 82 VRA BY: KES � 2 I I I ' PROJECT 97167 - I 3'-0' 3'-0' 3' 0" -- 3'-0` R 17'-8` R t R R R ' � r SITE PLAN I I I NORTH - I I 7 SP. O Y'-0'a�'Q• L91-0. 7 SP. O 9'•0'=63'•0• 9'0" SP. 0 p'-0's 43'-0' 9'0' 7 SP. O 9'-0"a 83'-0' 1 -- _-------- -- —-- --'- ---- -----•�_ _ -- I) SCALE: 1 a20. + D1 I I I A1.2 x"=—Y__x —=X ��=X��Yom" Ala 1 11085 SW 8-0002N. to Str. 1s S 00-03-15 E 546 77' '"� SIT 98-00025 2 of 11 � 9 q r 5 M0LRSARCHIrEC1SD7 ._ -___.__...�,�,..,.. -- ,,,tom•.--... ..-- ...__._ -- -•_--•-_____ __. _--",..,,.,__._________. ...-.. _ . LLEG' I IIII IIII IIIIIJIIIIIIIIIIIIIIIIIIII I I I l i I I I I I I I I IIIIIIIII I I I i l l l l ' ,��.-_ _.._:..�.,1� li�l,iii'n,it,Iu illlllll) IIIlIIIL II 10MM.1 cme` 'li E1IBILITY STRIP Ip 12 13 4 ID 17 18 19 20 21 22 23 24 25 28 27 28 29 30 all I I of _�, NJNt • IOZ "LillIP Ih �l �tJ ��ltll �a I A I :. ...,•. F Y I e 5 1 y S� AleC,/ EXPMISION JOINT SEALAN f COMPOUND V 13104 � FACE: TYP �-- "CO- JOINT BATTERED CURB BATTERED CU+y VE14 A LEf ,7 6` FACE TYP. ' 2' 34'EXPANSION JOINT CONC SIDEWALK. -- CONC SIJEWA.K- 2 Q' I"ORTLA11p,0 ZL CONC 1i FILLER NMERE GCCUR5 b' SEE AI., FOR 2 iY Df1AENSicii ' FIN GRADE —' —. -- . r OONC WALK 2 . GUTTER R(IUAB& FIN GRADE 2• CURB a CUTTER TOOL BASE g E TOOL I OCCUR EXPOSED EDGES C;�;gSc � 16. EXPOSED EDGES I r ASP++ALT FAV#NG - Sir = AViN(Ti, SEE � a .� �•' • BASE m RAVING.SEE .: ' • DETAIL A, iAl 2 .o I COURSE DETAIL At/AI 2 t' / O , GRANULAR •4 � BASE C.0jRSE _� �i RANULAR ' . _ BASE 4 8 9' O PARKING .Q•C� • �0 d i SPACE PER PANS OR C p NOTE w" w 4.4 - .� I O NO GREATER TrtAN 011 , USE INHERE WAX AB__TS BASE -- • •� 5-`r O C 0 O O PERPENDICULAR TO •o er "� �• ^ 0 FOUNDATION,CURBS OR ��� � 4�.� o • � tc��' ,r � :r WHERE SHOWN ON PLANS PREPARED SUB- SPACE PER P' ANS OR I 9 •of GRADE NO GREATER THAN 2S'-0' N.. O C MAXIMUM a A4. CURB GUTTER A5. CURB GUTTER Al . PAVING SECTION A2. CONTROL JOINT A3. EXPANSION JOINT DETAIL DETAIL ,,.. S.w. SCALE NONE SCALE 3' = V-0` SCALE 3'= 1'-0' SCALE. 1 t2'- t'-0' SCALE 1 12'= 1'-0" S�,t� 100 A --- -- ----- ALIIGN WITH EXISTING SIDEWALK Pori4on OR 97205 w' Tri SU3?21.1121 _ s-0. LANDSCAPE PLANTING CONC SIDEWALK. '? _° AREA OF NEW CONC Far. SO3..ZZ1.Z077 PAVEMENT MARKING. PAINT-TYP 'SHRUB OR TREE TYPE, TOOL. EDGE AS SHOWN :-- -- - ~ T , .EXISTG LANDSCAPE S'8' E' r CHARACTERS MIO SYMBOLS ROU � -:�,-:....---. — __ --T D SIDE RAMP 1r' CON PAST WITH THEIR BACKGROUND— 4'X 6'CONC f I 0 L BEYOND). F,.AF2E0 MATCH PAINT COLORS OF ADJACENT t P LANDSCAPE PLANTING _ _ _ _ t2 CUF 13(BEYOND) r-j EXISTING S"iABO�S MOWS RI (SH+RUB OR TREE TYPE) � F�AIMP WITH I ~, I RAMP, - + EXPOSED AGGREGATE I __ I EXPOSED AGGREGATE _ 'INTERNA'IONAL SYMBOL 0-1 =IN;SH GRADE, j — RNISH GRADE. •- FINGSH(to match axtsting �: --� ACCESS BIL TY' ANS' STD A,•7 , "- -AWN AREAS) '�- (LAWN AREAS) G _ FINISH �. . COMPACT 5-6-GRADE m ' D d ,.,�-~v.� CONTROL JOINTS �0 BELOW MOW STP P I ~`~''`::~:' TYPICAL I•• • II ms's�'•. s K'.:'.'.. . 1 e- • : :•. •. f - IST1N{ 'RB 8 GU EFI 1111 EX j CONIC ---CON...CZ TT 8( \Y SIDEWALK -BI.SE COURSE + i + NOTE • • C VERTICAL CURB WITH T „ \ MOTE • • -' NOTE: _� �� FIRM .OP SO.L FIRM TOP SOIL SLOPING FACE • b 4'GRID IS FOR PROP0P-K)NA., TO Mt�♦IMZE 'I TO MINIMIZE SEE BS/Al 2 - REFERENCE ONLY NOT TO BE 1 SET EMEti' I I PARTED CENTER SYMBOL ,N ' SETTLEMENT J ^• - HDCP STA-LS- AS PER STE P-AN b b' I F� 2. Li r� EXPANSION JOINT T�P. NOTE SAW dff EXISTING WALK B1 . ACCESS SYMBOL _ B2. MOW STRIP B3. WALK EDGE B4. CURB RAMP PLAN B5. CURB RAMP TANTS SCALE , 112* • 1'-0' SCALE , 1,2' _ 1 -0' r i SCJ1�E 1 1l2'= r-0' SCALE 1/4'= 7'-0' SCALE 1 1r2'= 1�-0' LIGHT POLE SEE ::..EC- c 1VON•SHRINK GROI;T - ti RUBBED FINISH V x • 2'T S r-ANDRAIL- 4+ ,'�'DIA CONIC BASE - GRIN'D WELDS SMOO'-H � n RUBBED FtWSH t 4'X9'MOWSTRIP z '-1 , ,,2•.t , •'2' ' S VERT A POST. AROUND POLES C Z u— r, FIN GRADE < `_ — 2'x " PLAT BAR • J m N'E?4,EDtATE RAIL Z _ f � ,'4 t5 RE-BAR ? �'2'z �'x 2R' FLAT BAR. r r ii m ORNAMENTAL VERT RAIL r 0 \ r3 TIES ! 12'O C N ���a Cc � r « 2 L' x 2 , 2" T S `G&V Si WELD (� r 4 a f A_- AROUND SECURE W � © A z _ _ tr \• iv --"''* NON SHRINK GROt,'T -3'4•CONDUtt By EL'cC - N I (r 1 R V11 - D. 6' X 12' MOW STRIP Q �+ 4 6 a II \ EXPANSION JOINT � p ' s ;z OR UNDISTURBED OR e. + 1 ■ COMPACTED EARTH __� 12'DEEP CONC CURB BLUE FIELD COLOR STAIR SKIRT 4 � STC \\ ♦ \ I A� SEE DS A' 2 FOR SPAC NG OC VERT ELEVENTS - WHITE SYMBOL _ I • M 5 _ TUBULAR 5'=_EL • " - -' " I Z RE VED DER DETAIL PM t of LANDSCAPE ------ ---- Eat,A.� ECIL.IA. _ Z • ' WHITE LETTERING t' "'GH• WORDING PER A4 AS B3- STATE HANDICAP A� 2 At 2 1 I Cl • LTG. POLE BASE C2. RAILING DETAIL CEDE C f CON CURB _ J C2 ' SCALE 331477 1 SCALE 1 12* 1'-0' MOUNT ON 2'O A AND GUTTER CONCRE`E WA-K At GALV STL POST. c r CENTER SIGN 0 4'•v 92 ;r— O.'�IIK.' ' e C _ ABOVE GRADE a , 2 MOW STRIPS CENTERED ON 41 PARKING STALL. DS Ai 2 @12 UNO NEW HANDRA+L- _.�.�� c • DAN ACCESSIBLE \ VAN PARKING S�GNAGE 4 t" i .•. ME MTL HAN'13RAILING PROJE 'rNl� �`` I - SEE DETAIL C21At 2 I CD SET GALV POST Z REIN CONIC STAIRS _ .__.. EMBED MIN 2'0'IN CONC 4 dCow. —AC — SIDEWALK- SEE SITE PLAN _ � �' • �.o � Nctp l -- C 9 REFER CIVIL DRAWhNGS LANDSCAPE ► '_ P O p+ •' �:l. t 'N "BARS STAIR ve { , a n • e • \ ��, ��� , SIDEWALK PATE Q 19.916 1 � CJkC S+DE WAL K CflNTAOL JO4NT r • ` Q SLOPE •. 'O CURD_ NOTE SEE SITE PLAN SDI FOR :� I � � � DM 11111 BY: KES n r LOCATIONS - A3 . BASE COURSE _- ° a Al2 E)I►ANMM JOONT. Tr>a+.•!!EE AB1A1! _ PAOACT.• 97167 b a n aEeAfa 0 24•o C. -4 A 1 . 2 D3. RAILING DETAIL D4. ' STAIRS PLAN D5. STAIR SECTION t+055 SW N Dain+ c•. 1 . CONCRETE DETAIL ;,�•R 1'� : , _, SCALE: 34'_ V-� SIT 48AM25 ani tt I B 4 9 ,� :' `'� ,, I —OLM AAM11 S/7 __.. ...-_—..._..._.......«........,. w.1�.��AMN +nweslMo we..Mor+►� A,. .. .. .._...,.,..._......•_.._ ..-....•o., .«._._,......,..,.»—..-...,.....,....«.w..•w .••--.«-........ .,.. .. ..+....w•...n.efrti..aww.awaw+nwaw..wvr....w.waw.x7r°S, ,., r , _1�.' i 'i .u..r.ru.u,u�,...+,wowe...w..„.a+au..s,...,. .r.wr .... _ . . .`n row•.a".n1°I��'' ,.. ... '",'�y"e"�;21rt5`f"1+.�.. .. .. ,•I�' MM ;,,_i r. n.i�i i s:i# i i J r 1=i I t r i I]1111 n. . . U116•.101+6� .. , ••n+••!'!m+ '�' ,.,aye.,..,-,..» ,u• eh� �r4clulur�u.+rw..<svwawar„aawd"s+q�4pe+r 1�Mirn"' # , lilt' + 1 ! Ufl III) i ,#I I#I ri,iull.• . ;. :,, „ ., ,• ..,, C�.p�#e� , _ _ re., { ( I�3 `. ,f v IJi�1,li1 � �iill 11I1lIi,l;. 1•E6J1lIlItY STRIP 1 11 , « 23 24 25 2E C' 2B 29 3- at I1 • , a t of r Qy, „• ���Is�,oat ,: z; 1 _ - • :1 6 1 i' Y i' t Exp_ 12131/98 9,V0 F RV r, �5 ,NGIWfF p - - - --- N 00'0.3'46" W .36.2.64' Qr 15,345��,� t , IMLMER I e r TTJT l� ajT Juluffu -- -_1 T1T I it /F] L16- nn , I I r I STANDARD CAST IRON GRAT£ t - - -- Sealed c!eonout w/ romovao/e top cover Cr cap. 'i 117stol/ CB ' I V 214.45 I - A �' ► I i Grote 274.0` EL_ A i I ( if 2112 G� I I I j - -- Grate frame .30' PLAN N W T - -' Grate elevation £ 1121 .1 W Selman 1 i "- I I T 1 as shown on plops. �---- Out/et collar for oo-hub connector Suite- 100 ----- --- Port:end, OR 97205 - - 6" dic. (Unless otherwise shown t _ - •- �- -- -- �, � Water Tel 503 M.1121 Re ov+e exist. cB. I � � �I � I ... _ .� _7- seal � � Fox 503221.2077 PI g exi t. !in4. II I a { _--� Use approved compression " _ -____-� _ _ -w _ _ ► bt coupling 14 K3 T Connect to Exist. curb I Install CB 17LF 6"PVC --- ---Ll 6" Unless otherwise shown exist. 8"PW. gutter to TC 210.9.] - - 5=0.02588 h - --- _ l£ 8" 208. 11 be remo oLfd. I Grote 210.4J _ / ii /E 6 208. 19 /E 6" 207.4,3 - 24" Square ` `" 6" Gio. (Typ.) unless fi� 1 b t I I \ r SEC TION A A otherwise shown. ----- y I I I f �, I ( � j B' L D. - i See plan for _. 10"SI.D. �_ _ _ �- - - - �. __� / I I pipe size I \ + Plug \�_-Approved - - 1 ' - { t ; ;;7 L I compression coupling /E 10 N 206. 78 � !.E. as shown--J I I Cost iron soil pipe I t�-'---- Connect to--' on p/ons. �---- .� exist. 10"PVC -- - - moterio/ p/u wheir I located under paved /E- 10 206.82 �) areas. /E 6 206.99 _ i _ '' L YNCH CA TCH BAS/N coNsuL TAN TS k, i N. T.S. ! ' - Chain link cc fence U) - -- LEGEND •► 1 Building �t- Light Pole FF 214.00 ! -- 0 Sprinkler riser or valve► INC - 0 Sprinkle,- Vo/ve FC face of Curb - EP - Edge of Existing Pavement �SL�___ Storm Drain Line =-►� - Fence w i Shrub p Deciduous tree w/size and species O E Evergreen tree w/size o,�d species C� _ C Cherry I =- F Fir w, Mope I O Oak ` - _ -- --- �' S Spruce I T �`"'�''��'�'�` _ SE Sequoia I __.1_L_1Y1_ -- cc • Found monument os noted C.0.T.G. Cleanout to Grade t Remove exist. _ St.D. MH Rim 208.27 I l - 1� Top pige 205.66 B�N /'��/ARK Remove exist. t / IE 1? W 201.42 Trons. pad - SLD. AIH 1 Rim 207.82 Sowcul line The NW corner of ✓ohn L. Hick/in O.l.C. •54, I �t plan exist. lir.e. /£ 1? S ?01.71 Woter 201.71 lE 12" N&S 202.40 Siowc I A 2" Bross disk in monument box, stomped.• t t 1 90' wye - --- Wcsh. Co. Surve r D!_C 54 i" £ 201.67 -- _ -_ ,Cl!nstc1l CB f I £/. 229.26 --Remove exist. CB }'° M. 207.29 f-- � Plug exist. /me. U 1111 T Y PLAN w Grpte 2126.79 -- -- r _--- =J i City of Tigard Do tum , -- xist. n,pe ` , 1 % I I - ¢-_ I Install o be N� I I I A dust *n, AfH r I � � I TC' 206. 7\ mo►�d �R* 207.21 j - I G to 6.J7 � I I I -Ditch inlet st D. r I `;> I` �/F 12 lots 201.8 r I _ I ! \ I I I I Grate"20%69 oI 1- - -- _ s �� _ - ,_�. 1 i _ ---1- _ _______ IF 12 S ?0.324 � Rim 2106.81 \, �... �v. ... i - _ - - --- --�- - I %E 1?" N ?01.58 -1- � L /£ 12' W 201.05 \ ` - JrSt.D. ?'St.D. - -- l T 72" E ?00.9.1, _. - - - � __ __ __ _ -. _ _ - � RE NSI!JN 6191/98 ' \ ?"St.O. [. Connect to exist. - REWSION 5/'15/98 rnonho/e. - - ~- l£ 201.81 " DATE 4,h4 98 I '` ► outlet catch basin Scale.- 1 =20 -.�-. construct flow control - " Contour Interval 1 2 Foot � 1£ 4 in 201.67 / i pollution control AW. / �' C I lF 8" o 201.6 ` CHF CA PIMP /E ?01.64 1r1 /E 8" out 201.6.' � DRAWN BY.• CAS �) qq 221 F 8':PW /ntto/1 t�B /r toll �I /n tot/ B 4 S=O Oh6�')5 TC 704. 6 T� 20571 _ �9 PRO�lEC1: 97,052.427 Storrwoler rnanagerrlenl r!:rote .?44.,31 Gte 1 4.,'E ��nle 25.21 I 1 I 8 90' wye-�- 'near storm !i/fer j It 202.34 -- _ _�.- _. _ L -- - -_ - - -- I 1 1 i 8" 9P' Wye- 2 L F 8 ►�C = i ._. _. ns a;l CB 8" 917' I ---- l Suitt 000 IIt�C Cents C.0 T G wye B" 90' wye - 8" 90' wye--� 1 I , TC x 203 /E 102.8.3 /E- 10.3.26 /E 20.3.70 _ 0150 S.W. Commerce Ck* 4 ,�- 201 J7 � DE HAAS ���b, 9.�� I c,rotP 2n�85 ; & Ori4�► ssoc,iatcs, Inc . Cle2 -4 `` - - S179c-� S 00'03'46F �t34.78' �� ,,, Consulting Engineers k Surveyors , /sw N q o2sakotIt �Str. 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' ..:� ,� : .. • - � •.n-r......M~aMl(1 .•I!MmHYwM.•a.r•.rrvnm a.'.'^Ts^.TF+MOg6. n.i n n N1„ 1'J v' L I , .r A, r. .,a 1 e. I' i z m Exp t2/31/96 Ep FRO w E 15,34 �o MCI � SLOTTED GRATE Y 8 A / A /moi���\ � � ' V i \ 3/4' SOuAR£ f -.. c c t/j. \\ IN-rERCHANGEA,BLE FR IWE / col�: n a ---- ------------ -� - - — •�' t -- ! SECTION , _ / j �! LAN o �-�j �-�"-�-- t SECTION C–C -�� t + '�• _.—_-.— /� t - � � • �- _ .- -"� - _ —...— rte_`—t _ � : SO Li . _ STORM u r,� �• SECTION B-B h..rk_-�a .)R 9„_ -4- r o Q!r Jo •� � _--" - A - - ' SEC r ON A-A Ijf ' 1 . waf SECTION A–A — SECJRE *� W- •A6i ■n. _- ' •' SECTION B-8 1/4' A EN HEA=T ,W^ ` WCOE04 T 1' WW RECESSED ms's • — � r , ". .". J .. W fJA tv � OE�a � • S:U OF OU'rfT � SECTION A-A v"' 4'-21' AP'E • 6Q' DU w+ I ~ d 24' ZPVE W 06A TO K OE� 1 1 -- --- - -- Asx A JE Tw S' - SEC'nON C–C mows 17 5_SIJ ,^�, !�! _ E V Eh T$ MAUL GRATE MO Ct� _ WEET ASTM A4993 CLASS 3u GRAY R01+ OR ASTM ASSS-110 C•.ASS 3.. iti_+TIF 01� _4 APPk.,.ED EQUAL 1 � SECTION A- .A s,t Ll r Al+ ISE swf 00Ao- 3.5 OF/ACRE � MJTES S�c'TEL ;ATE AJC >�. tC.Elt 9E MTER'J4ANGEAaF DETAIL !� 11K.:." �%•MSt•Y RE9DEwrs1►i 22..0 C,f/ACRE Sit3.lRSA,,, -'� +._•- r•�q _SE >w '=tAF'�C ARE+s.; COLLECTOR � AR'.= -- S"REF'T5. c:VMi�dA�, llST= j. 94.0 CF/ACRIE _ = Ah_ rrccA.Y: l.-k.— BE �A " -AST tRAA ASTtr A-4e CLASS 30 Sr.''' �C•'F B€ _' e. 9 RlRA,I�A'.[ AwEJlS 3 MIER A+r PRAME _: SE MAi7•N1- ': A �.' 11EAR'NG ALL AROLSC- c-- c "0 BE _� •. ti'J1►-JRthIA AREA_ WATER QU AL1 TY _- --- unWood ~- SUBURBAN AND STANDARD AREA DRAIN FRAME, urww CLEANOUT FRAME uWled t C%M44s -110 rl MANHOLE y MANHOLE FRAME AND COVER sGRAT�_ and COVER TYPE II AND COVER C�tAw1NG NO 10..-5• �AMIKG NO 120- _ : �. r, t - wn s+r s sur tf� �+ • • SWft s r•ec rar -- —•----- v _— — �fTES n,t »r s•as♦ s �e•s sri-•;,�; 1 arr^�w s air�e eca•a � i - YAItM3ti ExSX:J, :_rw_QW 1 or" ASTM C-4-G AM_ RUBBER GASKET (1RA11fIA; 40 Lr(i-ST _ r FLAT TOP s- : w�« BE -� - •,- -RUMp GAWT JOA" M >r TA11.+IN; ` - r C~i ` —, `•_ A • yAv PTI a:a14rG TO CCkrORw W"W AS'M C-43,3 (0 ON AL) - S rfPS RE OL4Rr A T'.A T TOP 'r� _ 4. f � +OSI-St4Eglc &RWT MA0*40LES 01 E 4 DEE' �At�AiiJ ;A$T rRJ. � Z 4 �• f A. .,� �� !I .--� A11E Ate' :.'..`'1£1t --� � 4 --- -- -- __ ,J i ' •t •' ..J� }�_ °moi DRAWkC, 2S0-SA STANDARD WIN#0.E ' • - '1- y '1 i , s - 1 �_SE_ :AAW%u NO 230-ST 01tAE�E RIIKr `& r:w rc►Mr 4W 0"TE — - f VIM (AUK PLAN VIEW IroM•-Ao�� E WERIIC T PPE PWG �► r •'.IElelfo GASx _ - E ---� - _ IZ'' r7M STOPS RIow Gamic' SLA' - s r �?l• - ; ' y � 11E11t1<011C7hT OOPOL1y1fJt P'QYpft�YLD PLASTIC �- j - '*�— e . •• x •12• :moi••` PROYtOE 3/�a'-0 EE A SIAIOARO MAIr•-'lF ♦• •'' - ' , t • f '�j,} ' ---=-�'y= IMw1Y 4F 6' ARS AO --- — 1/2• ,ntAOE i0 �: "�:i�►i'•- ' •c ; sSTANDARD GST SROM - � C LEMM I f • M �• 4-.•, - ,. ,• .� , ,• .s• PER OR. woM 160-SA BAR � �-'r X V OPi�7�•N i.7 K •• I • '•• •i T•. Z. `� f /e C+AGE111A1 S 90*w 5"S 70E11Mf�1 - _- ' —_ T '!• f .•. !. — --� �i*�* r , r• — - �"'-.-.6-517 - . s. 1 Yai ♦ s 4 r* , L �^' .• • I _ - L • 1 a , ° MAI r. _ „ tf T- •r. . . l 1 MATERIALS: �!' _ ' -_r__►____^— �:�_ 6' 6"- �' `' 'r' GALVAAMEJ Ir SEC7I014 A-A SECTION B-e 46 s '4' .A ; +wax .,tE.Tt/!4_- �K� :xrOMG BAR � �♦ v �; - l •, • .• ° REN CMG BAR CoFORY w- MT14 t -1, a_c•c ^_ MOTES' • '�1 AM 44. � QA1,1+YAZ-:-' C•:�iC�iWWl •N ASTM C ' ? P1 A510 ;`--_� AREA DFiA.A C�,5'�_t.•K sA A A C =Q Ati..T sty t c-11 C9eMCRE E ENCASEt s - / l 1 . ,, • M1JST C'�:RV ADTM A�rTM C-4�, „•` • S' a'� 3!4' 'JLMPi,�• PASE YA'ER'X, 3/4• `1 rap P,`�c•Y• Fcir � J - -- sm L RE V<'-P aW, PAA WOVA let 1,'2' 'AALE 64 �t�- ` )A'F WE"04 REWAA£MEb; 3< AST11 A6tS EM:ASATEL CAyr M"&W •A.. "%-9rwWc-c 3_ C• 1 M"I+ +�<EC?>td► Q'r1E1t POl' i�7L °E�ogCE%E%, r_ E'1 c 6A,; MIET"M: A z-W Ar-" 3aA k `_. .,P W- M74+ SERRATU Sk=Aas � WEE-14G AS-W "9- G�LYAlM2� SW CrErf -%0W PSi MOTE 'f fls"•A% fWE si'E SUT4" AM-, dr WW F •r rr z --f ..AS F p i FLAT TOP MANHOLE N N urrti�d MANHOLE STEP AREA DRAIN ted 0 OLE � STANDARD CLEAN OUT � w�.�c7 �� ��` ': ' #,%V%4: �: - TYP E 11 _ RAW�J �C - ..— YAn"�� N _— — _ - + G u ' _ DRA*lh- - "l wr t'mm f �•lMw1_' -----..._-_..---- ---_._--_—. •Xl D!'.�'L./ ! DR.�f. t•� ------�—�- -t..— ._— _.._.�___ ��.,//�� Ri fuP T♦ei= st,sYt 1!?S- �"{"M w OA�6 ttQ'a . ft DE lfiAAS t C292 ss«c�iates, Inc. fewdU t 6 �s 5- 3 '- ` „ ' , ,,,_._.,......_-.,-...._._,.. ....... .».._...,...........«-... ..+.... _._....._ _...- -----__.-_ ___.,.._ ._.___---__----- __,._.._,.-..__...._....,._.._...__.. ....-......-...._._..., 1113 AitQI�CR 07 ',,.,, »+wium•<tn:,► ...... ..... .......,M11�,;ae �„ a , .. rm.Ymr,. MA !:7!ei..y71F'IK#,4�•. .wfY•gdr�aM••ydYMtlpYf - nmr.r. L�EBTeIIITY STRIP C 2 +,. a 19 20 22 23 24 25 IQ 27 28 28 3 ClA .,. a ; , �+-1,1111 t Aat i III L : of a' t .' .. ,, .hF•i •h••uM 111.+•w,MMsiv+wdt•+•{+,HWo 004 W111010010 0*00*111 0000, `04%0 wI", i r■ Ex. Landscape to rem,, r► ° _ _ U 10 46 0 80 0 74 j -T- -- - ; N 11-1-12 V 44.58' �. OREGON l ;. ' Reva;r and -e !ace i ex' Gorr;P act regar gape ; t t I ___l__ _ • ' t — I I Repair and replace Existing Vinco i LANDSCAPE LEGEND A r L / I SYMBOL_ COMMON NAME � SPACING : h. 50 ANKA�L ti yE I!?1 SF Salmon ------ t ''?EES Stu}e 1� y -- t : Portland 0p C/W, i I ' i / -- I •• CC �e C deoaora 5 ° 20' o.c- Tel 5/)3?"cl1121 • I ' 05a0Red Sur'set Vop.e 2' Cd. as show f'az .SQ7c'*11.2O7' • . , Acer rubrur' 'Red Sgnset • •� I' I 4 Vi-oge Green Zokow Y Cd. as shown i • Zelkovo serrato 'Visage Gree^' ; >4 I ! COG Compoct Oregon Grope 2 qd. 4' ! �+ O GLL� • x 1 I Ilotwa+i0 aqui}ditjm Compoct0' DV Ovid Vburrnon 2 gal. 3' 10 11V Moriesi Nbv►+um 24' 30' 8• o.c I osm Vbu num pllcotutomentasum ; W y�E a ' • I W . �J PC Porney Cotoneter 2 Gal. 6' o-c- : t t Cotoneester locteus I C F--- I -----------••-_-•-••--- ' SS1V Spring Bouquat Vtbwnum 3 Gal. 3.5' o.c. • w�• vburnum tines -SPring Bouquet' , ' cRar.tocovEYt ` t i t Vinco mirror t ........•- - -_"- _•, Cornrr+an Pernrir+kle s' POT 18' o.c. ' I ��n �....-_-..._ } , __._-•----•-••_____________• Existing IJ Sod Lawn ; L t '• landscape ! /G Enisstirtq Trees to Remain • • [r.: � t0 �— , ._•_• �_________________i * . �. Existing Trees to be Removed remair. , 1 U 0-�! I r I i NOTES ; CONSUL T,1ri TS r I. Provide jute erosion contrd netting on d1 slopes 2-1/2:11 and greater. s _ t � 4 Refer to site graying plan. �-- :__..__... 2. Prune aasti+g pondvoapire trees in torr a of site Removed � dead and dangerous t"imbs to 50' height above finish grode- g Qt t 3. Prune and remove all debris and overhonging brush Bong East property line >—: I W W OC04 t 3 I o Z LJ • cc o ° � 5x. -a^dscape 16:0 remain LU oo -=- - j s C d -� I 1 3 I 1 ` , cr- • , W q LIJ P: v 12" GOnG mow Strips - — Ex. landscape to remain I Cc Ex. Tree to Re, `o►n ttyp-) both sides ---b" Gone. mow strip. _ I p t 3 � } ( ( 1 I C ► � ' -- U.! fc % + -A — , w"&o yn I '•4 PG ,,.�—meet/match ex'st+ng ear�r. s { M PRpUEC T MAS}£ 17 �,5 COG E ` - Extend b" Conc. mow strip �-- b R Conic, Mof'V 5tr —. - - 6.11 98 x �n __ Ali IL `,- �✓ LORA WV BY AN 3� Vmoi, ��� L._ \ PRC),1E C T 9716 5 - - _ - - - I CG �--stew Fence ���s+��,Dc 4 DG -- 110 V / to match existing LANDSCAPE PLANch _ y " L—Ex. Tree to Remaan (Upj 4l SIT 94-W25 3 4 ., .._•.. +-._.._..............-..d C . . �..,. _.... - WOW )salealelTY STRIP OIt A !0 � 3 Iq q �,..u�....rr.�c ., .mr �• Ilwewe e 19 20 2 22 23 2a 2S 26 27 2� 29 3c k x ,1 �Dt I Marr IV OZ Wil " F f as a , . . „ ... .. •'�iflAMlt �MKk�watl��+��' "kt"Wr'„"ill �A a t + �1+ L Fi f M lo, ER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - ----------------------------- --------------------------- ------------------------- ------ ��. '•e I► I'\r e _� �:.r�9� p I O 0 0 0 00 ►.� {'!.- =C-)' .J''d: R3tQ Illlf�4. .. �'+f; • *-�-' ' OREGON 0 O � ® =_ � A _ ,� _ ' d _ a *-A-e 1 wir ot ✓ 5. - • —~ f I • • r • w Ir1 ' r � •� - r� i•• ■ .+'sx :�.� Lam:_.... f i i r•tt 51.E»c':•7 r « [�� :; �_ ., .,., rte,,.w _ __ � -------- _ �-t—�� I �r : •� t A =�., • _: rl✓ , .. vi/, E' p 0 IRRIGATION LEGENDIL ���•� -- -- � 1 � 1 - --- ____ --__—___�- - _. ._-�---.. ------ - ----�--' / - -- � / .,�. �.� fir, :. :w wtr � •.-�.ti K' • � Win• i[ _ ia�rrt IR9t•_ _ ■ r — — p _ -+ -- ---------- 1 — Cr f '� Fct.mmt plpp•-p.. . ■ •``- I t E } • . 7: LAJ t_ • 'emu^ no >!o w •... •tt Q C . ..... - m • a 3..r •ems f ■ ` i t ---•----------_ -�a'11:c!!�L'T Rua • �/ ..■ �....� • r ' w _ �Cr........ -- -r{ C - ]a '9f " m ro mrro ewe . wl% Imp w • -- :zKie+[ am'v iwls tseunre Icsim. fw[ efy ' _ ki Q '4f m. w sm" w� ar. nw{7w ! ec-tae !■ � � s =rs�+t e{omw � csur•�n acsnw. i[R wti+� • ' om ati'e w- a :,'moo! • .2 1 �i nmmm owm re env.. —or- Ld 1 -- , � •m= '3 mcm f�sif :pits � mu � Boom[ • :.enr• {�••e J"" vow NoMir :,sem _- «�,� c W a i uj ' �1 S" per' - o�o fo e :��ar: (//� 00 � QF - _ H _ 18 ci UJ uj A Y cc • U r � ----•, -- �- :�,. •• ,� +.y.y p � _ .j � .r.rem,i � � 4 i f • _-� • � ,r � y J Y • I _ --- _— —.- -- - - --- --- - - _. • •i 2 - , w r re a c MAIIE' + f —_- • liq LOF _____ IL s• ~� 4 ', 1 • e cic s,Mq, • _-_ - - - - - - - _ IRRIGATION PLAN L2wl i, Mom ,, .., m......_.....w...a,,,. ■��e1 _ _ �11� t.+4 C+2+ m M *^= z• _ 3 .Q r� a a AM t C C L- t =t cs 2 C`S 24 s t, a � 1 . - ear r t1 pai[a , "h¢ i ,BAST E ASTE, 4• 74 CH OPIE J IlAkI • �1w OREGON , 9pE AgC b'-•O• TREE ST AKE5_ NAIL OR STAPLE WltRE r1E5 , r �. TREE STAKES �- �, ''�• r TREE r' - _ TREE '�---- _ DETAIL (b � -TRUNK.) RUBBER HOSE I � / W;Trl W�R�E INSIDE n NEW RUBBER HOS EX15TINC7 15LO -1 � �'- SET TOP OF ROOT BALL , \ ' , � � Q e". SNtaG AROl1ND T7Z1JN� ---- - I' AEk7,/E F i N I S-H &RADE AT CROTCH — 2' NLLGH �� �• - 2` MIN 4JLGH in TREE BASE PROTECTION I 1121 .S F Salmon SET TOP OF ROO` Ba+LL--- sude 100 cq TURNBICKLES I' ABOVY FIW5r+ 6RADE 2" MIN. MULCH f'ortlend. OR 97205 30" LONG 3/4' PVC + y ` 5 y- ;1 _ r Tel 503 221 1121 NO. 10 GALVANIZED y'�!�------- FERTILIZER TABLETS T � Fax 5032212077 ' r - 5ET TOP OF ROOT BALL SIIh1 ;1 ` � WATER RETEN,ION AMENL•..D BAG+CF _ - Y'IATER B 1N 7• A5WATER E .51N----- --- FINISH &RAD S i , �. r +REDWOOD DEADMAN 2'x4'x 1 Iw ABOVE FINISH GRADE I BERM� � I + ' 2 I° II 1. TABLETS B�t ED 2 FEET IN &ROUND O1Zj, — Q �•,� '� - � F'N!SH !RADE _ . I FERTILIZER I ZER T w. �i i ,.,�U GAL VAN;ZE.,•� STEEL SPIKES �� 1 FINISH GRADE---1\ / �I .. - r' WATER RETENTION BERM 2,I TRANSITION II I it I W ;1; g (lath CF 3 GU`e5 AT EACH TRE)`) - +� AMENDED BACKF,LL _ y - SLOPE \ `' ` i II li RC'JbHEN SIDES AND - � ,—•t_ _ - k iii 11Ir i - _ `1 t II II 1 E�OTTOM OF HOLE PLACE RDOTBALL ON MOl,�1D OF _ � � I M! a ZFR TABLET ROOT BALL ►�r 'r ASO FIR'a AMENDED 50;L - I( �ERT1 I ' QAMENDED ROOT BALL---- U IN HEA\/Y CLAY 501-5 x015 OR Y*-+ERE 'HE BACKFILL _ 15 A HARD AAN, MxSFR AN 8" HOLE 6' --' ( FERTILIZER TAgLET5 IN HEAVY CLAY SOILS OR "4ER` Q I) I PLANT PIT SHALL BE X AS - S e PLANT PiT SHA•1._ BE X AS Y'!!DE THERE t-, A P l r DEEP OR TNR%h�&H T'r{E HARD PAN _' r 8• `-- PLANT PI' Sf+AL•,., BE SX A5 PLANT PIT S+aALL BE 3X AC^ � „� T 3 IABD AN, AUGER � � L _ 3 (BACKFILL WIT- AMENDED 5C'" RCOT BAU_ WIDE AS ROOT BALL AND A VUDE AS ROOT BALL ANDA WIDE AS ROOT BALL ANDA AN 8" HOLE b' DEEP OR THRo.<7H AS ROO• BALL A'dD A MINIMUM OF 3 MINIMUM OF 4" DEEPER MINIMUM OF 4' DEEPER MIN;MIUM OF 4" :EEPER THE HARD PAN. (BACKFILL WITH 4• DEEPER (ANGLE SIDES OF PIT) i (ANGLE 5101E5 OF PIT) (ANGLE SIDES OF PIT) (ANGLE: SIDES OF PI 7% AMENDED 501L) C.. 4 MOUND OF TAMPED F i RM ` O J. AMENDED SOtL ' _TREE OUYINCS AND PLANTING DETAI ' S RU P A; 'T +T SG ALE 1/2' = I -O" — sG i/ • _ L `� \►J ✓ TAI SLOPE PLAi� I INC TREC PLANTING AND STAIC I N •- '-''A� ALE 2 1'-0' SCALE: 1/7 = 1•--0• �/ SCALE: 112• = I'-O• L x AVERAGE 'REA7 CCk1SUL TANTS t3 � 1 uj ' _ _ % 9" APtOUW -wJMc / SE' 'ol'OF ROOT BA" — Ae{7Ve F N15ra fiRAD£ AT GROTG►, f I jI� I INOTE: HELL 6ROM MATERIAL MULL IN '`'�EA�-�iJR.�"�!ENT S��OIJLiJ BE AVERAGE NOTE: uj NO +D GAL VMOST GASES HAVE A HE!&HT NiZED — 2!lT1Lla'R T/,�•ET j OF P'LAN" AND NOT THE GREATEN W EQUAL TO IF NOT GREATER THAN 1'+WT=!! e.kOWw DIAMETER. PLANTS PROPERLY TRIMMED THE SPREAD. HOiEVE^ R THE SPREAD SOD.—'- CURB, HOIN STRIP, OR SVEY,(ALK ---- ---------- �rwSa ErRApc �� AND TR-AWSHOULD MEASURE Rrs�oon v+e'�a'��++ r■" ■�4• 1- !! 1 '� I THE SAME IN ANY DIRECTION. IF A ^ � QLD NOT BE LESS T►-1AN •` � Q1){ TWO-THIRf?5 OF THE HEIGHT. Q fv even � IT INv c� ., PLANT 15 UNEVEN, FOR EXAMPLE,IS` Ur- GAL V AWIZED STEL SI,KLb I t TIGHT BEVELE \ All -- I I_ V CC _ - —.# '* � THE NIIDEST WAY AND q" THE �II i MIN Or ®trr• AT CAGa TwgJ -a NARRONE5T, IT S�x,D BE CLASSIFIED JOINTS 1 it - Ar`EKJED BAf.KP'11. +, I AS 12" STOCK. (� i 0 •,., � R�►xT �!T y..r.i Be 5x ,.�y wnr I- —.._.— z AMENDED SOILor — , � � A� ROOT BALL AI�Q A M:WrrK,w Ci - _ _ Glf! (ATl6LC SrDi•5 cT` �'•r 1 I r - J Q_ IN ►EAVV GL.AY SOILS O+t r*ERE n► I IS ,� ►NNID 11PAh AUSCIR AN s• "OLE 6 vera Olt TW WA/tL; pAkh e, ROOT DAL1 F �DAG16tl11 rft/ NppCD g,p+L1 DIAhET)�t - O ' ''LACE ROOT BALI. ON *JOLAp OF - T/ Ftlp"I MLT� SOIL TYPICAL YEASUREYENT GOR TYPICAL I-/EASUREY NT EOR Z E _EVERtaREE-N ,AND LARGE "REE-GUYING _Sc�LE Ire• = 1 -(aw -�E PROSTRATE TYPE PLANS 8ROAD UPRI GHTT YPE �,. SOD I NSTALLATI O Ll. 5CALE: 1/4' : 1'-Q• � SCALE 114' 1 � k' PROXC 1 NAME I Y LOA r- -_ - — 6.21.98 CKCK. —— CF ; • I DRAW BY.- AN r: � PPO.rEC T: 97167 h ,v LDSSITE2.DIMC L3, 1 qtr o � I SIT 96-00025 2 39 of s s s m 1RS ARCM►FC15 . 7 __..._ _.._.. .. w..r..___.__._--__--._— ..._..........._...^...w+•..-.. 1dR'!T•t_",'T .^.*^r.w'+-...NMMI�IMe;._-. _ .. __ `__.._._.—.--.__-_...__-....__.-_ __._,..._._-. - w= .._.._.w...._-. n-........+w----.^....«rWM•r .a„ u.uyllMq.r_.. it . ,. ,. ....ra.... cm � 1IU� �l �S11I�111l�iV.Xwt:.W. . : •wYM'Y1' : " � LEG16ILITY STRIP ' ;III'IIufIIIuT �±i�llullllllfI silk 7 A !� r0 4 17 I t t2 16 1 �� ll 11 a re 20 2 22 23 24 28 28 21 28 29 30 Tot '11.M M Roil :. ._ r.. . m1MNmAl+��t'itPS ,.i.,.. s.;«..A-a;,wx,eerkix a,,,.. -. ... ., - •.,.. '+.fW161� �. ,,,e.:..W-.'s•r..;xw+.,u:dyA'rt ra' ..,:.n. "ip.- ,ri76•.r,�;, s/ :.' +r�•:+?r',;.4t. 'm kx'►:.t•1' "w 'Ew..3.:i:J,sr 1.. ,.q. I 7 a 74 Of OPNER d RE POP UP SPRAY -BUILD INIS HEAD -- r 1' MIN. - 3' MAX I F LINE y- INISH GRADE FIRM 501E IMMEDIATELY - FIN15H GRADE -- CURB, WALK OR AROUND HEAD MOW STRIP TOOF HEAD FLUSH 12' MIN. - FINISH _ _ _- - W I TH FINISH GRADE � -R----- • POP-UP 5PRA'r' HEAD - GRADE- - - - - _ T=1s� `=1(11 -111T11T� —�►—gym T---- 1111=1111=1111=1111==1 II 1=11111111=1 IIli-11111111- 1111== -1111�� �. SCHEDULE 80 PVC, NIPPLES 8" MINIMUM Z-4 a, --��� - POP-L'P 5PRAY HEAD IIII II III IIII NOT TO EXCEED 45' ANGLE -------- - 100 STREET ELL 3/4" SCHEDULE - (bq0° ELL BARBED PVC LATERAL LINE- 5GH 80 P`✓G-- - -- INSERT FITTING-- 80 PVC, - NIPPLE 8" --- MIN. NOT TO 1 �- � _�r __-_--_- _ i -- (3) 5TREET ELLS EXCEED J ' 1 Z! S. W _ (2) STREET ELLS - 45° AN6LE 1 Salmon A POLYETHYLENE PIPE PVC LATERAL LINE LATERAL Suite 100 to PVC LATERAL LINO-- -- (3) STREET ELLS 14" LONG MINIMIJM LINE Portland, OR 97205 u 24" LONG MAXIMUM Tel. 503.221.1121 SHRU5 / TURF HEAD Pax 503221.2077 _TURF HEAD A55D-13LY NEXT TO CURE OR ^ALK ALTERNATE TURF OR SHRUB HEAD SCALE. 11/2" = 1'-O" A -_ -___-. 8 -- -__ _ C SHRUB / TURF HEAD 5CALE: 1 1/2" = i'-G" SCALE: 1 1/2" ■ 1'-0" SCALE: 1 1/2" 1'-0" TO BE USED FOR PRE55URIZIN(S SYSTEM FINISH GRADE --- ROUND `VALVE BOX, I k- �--- BRA55 SWIVEL IN TURF AREAS OR IF ROTOR POP-')P H05E ELL GALLED FOR ON PLANS - (2) 3/4" GALVANIZED Pf:A GRAVEL--- n a SPRINKLER - VALVE COVER STEEL NIPPLES PVC 56,1EDULE '0- 'o L -- (2) 3/4" GALVANIZED �^z�� VALVE COUPLER ICEI'`- FINISH GRACE 80 NIPPLE 9 ,� a - F,NISH GRAD q0° TXT ELLS - -- 8" LONG MIN NOT TO EXCEED (2) 5/4" GALVANIZED _ - t 450 ANGLE -- --- -IIII=IIII= STEEL NIPPLES (1) 3/4" GALVANIZED - (3) 5GH TWO-PIECE BODY DE516 �_ III-- 111= STEEL NIPPLE --IIII= II COMPACTED BACKFILL - - - STREET ELLS QUICK COUPLING VALVE III' 2" LONG I I=IIII�IIII=1 II' �-- — _ 1111=IIII _ -- LATERAL PVC LINE 2 GALVANIZED NIPPLE � � I�=IIII-=11 1-' (2) GALVANIZED 3/4" ANC ELL PVC LATERAL LINE-- 5117E VIEW 40° TXT ELL5 - _ CONSUL(ANTS PEA GRAVEL 2 SAND OR ROCK FREE SGH 40 PVC 501 L AROUND ALL PIPE � - 1 MAIN - -- MAIN PVC. LINE. TAPE Ij -----�_ ; - WIRE5 TO BOTTOM __-.- 5T ZE EL (2) 3/4" GALVANIZED i ;; :. ; . . SIDE OF MAIN LINE STRc:ET ELLS 45 STEEL NIPPLES. LENGTH TOP VIEW AT 10'-0" O.G. TOP V i E W - - A5 NEEDED _ROTOR_POP-UP-HEA - SIDE VIEW i COU I C < COUPLING VALV -- TRENCH SEGTI ON �Iw 5C ALE! 1 1/2" - 1'-0" I �- SCALE: 1" = 1'-0' Q - J W • INVERTED SPOUT RECTANGULAR HEAVY OUT FINISH GRADE 3/4" GARDEN VALVE PLASTIC VALVE BOX AT VALVE BOX ONLY IF GALLED 3/4" ERA55 BALL -- _ -_ -{-- Q W/ "T" HANDLE LI 1 _==1 I�=�I i 1 - - 6" DIA. ROUND CO FOR ON VALVE v, - - -- GAP VALVE BOX CC PLAN SGH 80 F , O THREADED NIPPL - _ - - -- — --- ------- -- FINISH -____ - I I:--1111' ,�•� &RADE _ ----=T--= _- --- _ _ - `W� =IIII IIII=IIII - ��I i 2" CLASS 200 - IGH 8 IIII-. PVC SLEEVE �e `•/ o PVC _�( = lIII_ III_—I — — =-I I 11, 5T T.O E. / �_�111— TEE IN MAIN - 3/4" SGH. 80 NIPPLE 111 TOP VIEW OF LINE 24" COILED WIRE`- � Uj THREADED NIPPLE - DRAIN VALVE MAIN LINE-7 - 10 MI!_ BLACIK _ r SC.H. EO 55°10-- / cc 5GH. -40 PVC / PLASTIC MARLEX STREET U C � LATERAL �_.fo - � c ELL VALVE BOX— 12" DEEP MIN ! 2" GLASS 200 EXTENSION - 4" CLEARANCE � PVG SLEEVE AS REQUIRED BETWE -N GRA y VEL MARLEX C 5-C.H. '50 PVG---"! AND VALVE - - I III STREET ELL --MANUAL DRAIN 55 T.O.E. NIPPLE -- 24" COILED EXTRA WIRE 3/4" 56H. 80 _ PAVING BRICK-­/ (DIFFERENT COLOR) IN57ALL PVC THREADE_ �-j I GU. FT. PEA 3/4" 5GH 50 ONE EXTRA COIL PER VALVE BOX NIPPLE AND =1111 = GRAVEL SUMP THREADED NIPPLE > , ELBOW 111= -_- wIIII= III!-IIII Ifl b" DEEP PEA GRAVEL SUMP — ' �� ��•� =�=IIII=1111--1111=IIII -- - --_3/4" ELBOW 5GH 40 PVC, MAIN III==1111—IIII—= _11TI—IIII—IIII_--1i,1—�� e 1 18" DEEP MIN. ---- TAPE WIRE TO SIDE OF MAIN \ / \ / I LINE AT 10'-0" O.G. �I DE Y I EW TOQ I- Y I L.0 W AUTOMAT I G VALVE WITH DRA I — -- 6= PF?OJEC T NAME 5CALE, 11/2* 1'-0" -- H - MANUAL D `,l L V _ANUA RA - _---- - _ AIN i - SCALE: 1 1/2" ■ 1'-0" Ib - -- - DATE _— 6.21.98 II>: LCNFCK:-------— —CF LDRA WN BY. _-----AN ,u , °�° PROJECT: 97167 ry LDSSI TI:2.DWG 1 r� L3w2 11085 SW N.Dakota Str. O SIT 96.00025 100f 11 I � 3 � .� • � J O LRS ARMr,TS 97 r 3, .. w:+..�e+!�^�'o'•wwA��'�i.'qMr+.,.,,,iwa •,••++.r�R�".�."y""»«w.�...+.+.w �,n.wn.•..............,.: _....:--"�.,—..—......+.....-:., ' � .o-:.._.._:arY",.1,:p.�.,r•• � _.�."�,—n� �y�..,—�.. � ..,AAri°Wtyv.a.. ... .. ._. •1F1. n' ! ;; IIII I'il IIII IIII III IIII 111111 ""�" "�" cm I �JI I I I 1111 I Ilil II '±I! I' ' III! ill! ! Illllllll I IIII .��I,I VIII Illllllllil IIIIIIIIIIIIIIIIIIIItIIIIIII1111111111'111111117, 11111111rr:�I1 II1 I IIIIIILEGIBILITY STRIP cm l — 13 14 6 19 19 0 13 222 24 215 27 29 9IIIIIII31 I1II� llI II 0 L1 08, oe ; Aft W a W. 7-.j" L,1 r 4` I R i 17 4. - - - - ------ --- ----- - ------- -- -------- - -=-- --------- - -- -- N 00-03-35 Y 3681 ------- - N 00-03-35 Y 128' D SFr ( I ^, ��- • 10197 \� � 1 r- 41 1 EXPIRES 12/31/98 --_-- N 00-36-12 Y 44.581 t _(FJ F1 1 EXACT ROUTINIG 8 UNKNOWN I ' I/,"/ ,ti N Vd/mon Suite IOU Purthind OR 97~905 lel Fmx' 03.22/12077 � I B-37,39 ----- t 3/W C, 3-ft t L1 (EXE i I �; z 3 cm SZT _ --- ------ I > I I I I— I F'I F1 P1 I ( w J I , 1 1 w I I I I v I t e-3 .M B-37,30 ^��, o - r C, 5-m 1 u I ( _ - I 11 CONSUL TANTS 1 �_- [XIS1 G BUILDING U SYMBOL LEGEND 3V r � EXISTING PARKING L07 POLE MOUNTED LUMINAIRE ter-. - I I z Uj NEW PARKING LOT POU MOUNTED U)MINAME Z t I CONNECT FEEDER TO NEW POLE EX�NG 11ND�OLM ELECTRICAL CIRCUIT(CONDUT AND WIRE) I + t LIGHTS To EXISTING PARKING L❑T I I Fri MAWS EQUAL M�OF WIiES, 7WO MOT LEOS,ONE GFIOUND. I c' O LIGHTING CIRCUITRY Q F1 -'-- -- - v- - -- - '— - - (� — - — ' -_ - --— -- (V FI _m) I ---- -- I - — -- - NEW 8XCTRBCAL CWURT(CONDOR AND Wim I U cr MAAFI MAWS E KARL N8Al11I M OF WiTEQ, TWO MOT LEC9,ONE�OI+IND. ( .1. -___ cc \ - 1 RxTURE SND_ l r C, 2-M, 1-" ! r[ I I NEIN(TYPICAU i F1 NEW 150 WATT FPS DROP LENS FECTLNEAR FIXTURE*7H TYPE I DIeRMVnON I LL MOUNTED ON X FOOT ALUMIN UN. F WR)RE AND POLE TO MATCH EXETM NCLUDNG MOR 208 V, H REACT FPF BA 1AST. CROUSE-HNM*4XI5AP03D/OA1N2/CSA/%' AL_POLE. - V F1 EXOTNG PARKING LOT POLE LIGHT. PROJECT NAME 1 l.D�ti 6.5.98 , ' �CME�K_– –RDA I I I ORA INN BY: RDA __ --- --- - - -- — - -_ - – – L1 _J1- I A �� P 'OJECr: 9116y SCALE, I' a 1 Elm 1 S 00--P-15 L 546.77 11065 SW N.bakota Sir :i1T 98-00025 C � 11 of 11 T 4 �� LRS AftC"l 11ECr 7 ' ,' '' ...... =t++�11•. _ ^* .,uw.aw,wy*•.-.�MtM1A�.rMTSrc;k"' h ...rn- - ...-..-....,.._-.__..._...-.m,.as.+ .grsR.w+.:. w..i...+,.:...«..M..e,w,flrsr lKeu....."....,........u.o..wu..a....,+ .... .«..„...yt !�,r.......:-......w..:.kYw,....:.13..,.-."..--..,...__ .,.. ._.....a :A aYHYMiitl�rk+wrm '•••' " wNUIM � .. ..,aMagil�liWusm+d5";x+:':i.,uo•Ww°""fir".,rtS:X; ,.sem..: •. 1_ i �J ►-y I I I I I IIIIIIIIII Illlllll, l,liil, MrwIIl0�U1( :,: I IIII IIII Ilil IIII III IIII II. li IIII IIII IIII IIII III.' - llllllllllllllllllllll IIIIIIIII IIIIIIIII y, L GTQILTTY STRIP O I 2 3 4 11 12 13 14 I ! t® 17 IFI 19 20 21 22 23 2•1215 26 27 216 2I8 30 cm � � 7 & 9 Iv I I 1. �I I I OI FT HJNI • 70Z � I �'1 oe i' .. .. _ yy .. IIT. .. ' � � � - ryRPlq�pn .. war/i"yj.«0..b1.K'/9