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Plans (4) PLM2011 00220 ��Mame t • � a--2-� --,� -- _ --�. _ �, FDC JAN 0 4 2412 N o T -- _ "-".". •`"` "�'•.`. N LTZ . �' ' `�"_ , CITY OF TIGARD 4-4"EXI�TIN °° INSTALL MANHOLE P� P P BUILDING DIVISION CONDUIT° a RIM 219.$8 �. c. /° ° 10 LF 6" PVC o / °° ° / ! /r ° _ IE 215.15 ° ! S=2.016 BUILDING ADDRESS 1 a ° 1 /- 7 v - ° ° IDENTIFICATION PLATE CONNECT TO EX oo INSTALL WYE -t---- a ° - - - l a 4 Q ° 6" GALV PIPE 6 SAN LATERAL `° rn 1 TO EAST. IE 215.10 T t ° ° ? ° ---� �.. r - J (INSTALL MANHOLE v F�.,i a ° IE 211.20f '. ° ° .�. ` a , , . � RIM 219.86 �w 10 LF 6" PVC S=1096 `2 t C� ` . �G t , W° D R OU S • °° INSTALL 85 lF OF o w IE 21545 ° / W 1g �, ION } /C I Z • °CAP RK w 2x4 a ° ... r,° °l a ., (n z z - --� -.. a d V�_ ° EN `' ° 1 W _2" FORS '� GALV THREADED zO a � D & MA _ _ \ -. �,�.�_�._.__ r _ - _�;-: ,,_._�. ° 6 FLANGE ADAPTER a w a SA" A F A. 0+47.74 V - - - - - _ w cn w w En _ �.�-� _. � �__ - - =IT1-Ii1=IT�ITf�iT z ¢ � m / / _ _ _._ -=- -- - _ -I{I-LIF-i 11=1 I i=i I I-1 I I-1 I I_I I I__-_ I I-1 I ISI I I=1 I i�I I-1 I I=1 11- E-- a # ` INSTALL 6.2 LF 8 PVC f Q / ,7 ": 2 >�►.5 T ,-R,e►tii - , • I.i-I 1 f1 11=1 i 1=)11=(i i=1 f i-I i 1=11 I--1 I I T= f 1-=i 11=-!i I�I l�11=1 i I-I Li-ITL=1 i i Z w 3 z _ S=26.596 j >> / I �/ FoonNG FjAfN 53.1,LF 0 S=14.5�� ( i 0 N o a z 0 l ` ) A- 325 i> » 6-Dt GRATE I 1 f t 6" DI SPOOL U z > cV w l �, I w PVA BLD A , { ♦` / � � � � INSTALL C.O, J �� �.. � � ,�F-.� f ,f M w *R14241.10 D�� � za � o � t /♦ f ' / d' tDG"C 7 LF / IE 230.2- 8 PVC PIPE R!M 241.10 f, r ✓, F A I O✓ Q CV FLUSH w/ GROUND / / �•� � I I � (INSTALL4# � ��, r � � � w �`' o � o � 90 dt TERMINATE IE 217.10 / s$�O ,� FLUSH WITH GROUND. CAP END " / ( ♦ / ' I / O ICOORDINATE W,/MECHANICAL ENG j / , 1 t sL Q f- w ♦ ♦ # ' ' f / 428 D.I. I # - RD 35 LF j PVC PRIOR TO INSTALLING. ROOF DRAIN / Y i BALL DRIP. (n 3 cn [a N • . 1 I ! / / ' FIRE CFS l I �I t--� ... - 2.0X 1 2 .5� / / 30 I ROOF DRAIN / t9.5¢LF e" P / � IN CRUSHED 2 w cwn � �' �1 J BLDG A - I ' / 10.6 CF 60 PV+C 1 38.50 J ' i ROCK o O z S- .87%IE 233. 1 # 5 S W m Q » » / - # 1 I,. - _ - ,_` _ . - _ _ t - - j 1 DI 90' ELBOW MJxFL i w w U- w 0 l 1 n �� _ B L�G � � / ' e2 w I � �� .. - J _. � ' � :.ta..t _ifs� - i�- ��-�.; -�-- � � IE - _----- - - �`��- _ =F� / 11``'� MH 3 e .I I� � � _::f_ ,- ,: � ## \ I STA. 1+61.20 i i -$-j IE 2 " <q Jll F 1 t I i�1ST _ / # f #j 6 DI cn I -_--: %''148. 7 RIM .1 j1 -- 35.78 .7$ I 11638. , I ---------- �. } - )61.49 12 R1/c ' l o I ,I _ t J 1_71 _ / o rIE-$2 . E 9.80 SD I 11 / 6>.f 1 2318 P_3 ad. 1 " j INST 65 w co I I �'""' ,-- 229. !, 6 FO RIM 23 I C LF 6 d- / , I k<. - I d THRUST 1 IE 2 9 , ' <_ �` w $TAIL 4� �' 6- ; BLOCK I / / to I I VVYE I 'X CSR I I ,;�„4r ^ �' ; Y IE -/235.¢8 j i , 1 ► I / ► I I �; �3 c�1 - r r f ^ I I� 226. 1 .o. 1 �,1 / f IE 225.9 to g' I n IE 235. .96 LF i ST �, FDC DETAIL V: IE 237 93 _. _ � ;; ( SCALE: 3/4Im =1 -0 IE .217.00 '`� ��/' � ~... ----' ---,, � �. �/' __.., ...� � • 17, N ­A I I} }' I I ' I I I �, / -x6- tR - �; 14,756 9 N ! I/ ! } I �/ } I i / IE 8 2 " e ._ ( / � . �t - _ :: � _. _; _: } 11' � �8 ,ii t�>• �i � opo ` 3 1'f it 00 00 11 / ' SER II STORMTBCH DETENTION SYSTEM CAP 2x4 =II I / I E X241.48 # 9FbV A. I w C7 x r f AREA: 98.6 L X 20.5 W /� 50 6" 01 PIPI } .I _ 5 8D M 15. END # II EXPIRES: 12/31/2012 w -CHAMBERS: 52 FlRE SERVICE CAP..-EN Fi Lam4 3 P - - r3 / # o Q �--BOTTOM OF BASE ROCK: 225.25 MARK ENP w/2X4 r cn / r� BOTTOM OF CHAMBERS: 225.76 RESTRAIN 14' 6AC+K - R o > �'" - �. TOP OF CHAMBERS: 228.25 " ; E 2381s - 11 32 V PVC SCI{ 80 # ,� (I /" - TOP OF ROCK BACKFILL: 228.75 /PIPE ;CAP END, / Ij MARK END W/00 I iiMIA-� � �-� �r�-� � ps � � sr■''� � J fir-' cn 00 co a 00 Z O cn j ✓ ✓ .r 'I 239.66f / L,-- 1�, w - -- - - - - - - / -f / / MARK, END / I I Z - , i N N I I ..�- � ,, `""r 5-----�._�, _,_ r' s..._-._ ` ~ ,' / ! W/'2X4 o m II �-' ,-- ,• .j �. 4 i S --- l !� T J a I NOTE: , S� - -- -:;!) / 4T___ J v CITY OF 11GARD ENGINEERING DEPT TO 4 1 UTILITY PLAN REVIEW & APPROVE STORM SYSTEM FROM00 r °D 00 STORMTECH DETENTION SYSTEMS TO - D o o aa' w OUTFALL. - `� I x SCALE: 1"=30' n- Q WATER CONSTRUCTION NOTES Q o 1 REMOVE EX BLOWOFF & INSTALL 90` BEND _� -�` 4` I- - - o CATCH BASIN DATA 0 MANHOLE DATA 2 INSTALL 75 LF OF 8" DI PIPE TO REDUCER. / -- i 3 INSTALL FIRE HYDRANT ASSEMBLY (TVWD DETAIL 101) -_y -~- - aS� I ���� i' GRATE - 226.55 GRATE - 235.45 72' DIA W.Q. MH w/ (7) CARTRIDGES 4 INSTALL 3 - 2" TAPS (TVWD DETAIL 7 & 702) / // ••• ` - . `�- ` �`` ZO x IE OUT = 225.55 IE OUT = 234.45 FLAT TOP 2 SERVICE INSTALLATION BY TVWD / , �� # --� ___ �` w (n 22.40 LF S=23.096 2.00 LF S=375% RIM = 233.7 5 INSTALL 2" X 1 Jr REDUCER AND INSTALL 1!r '' I' - = W <t IE IN 12 (N) = 222.30 ii WATER METERS (TVWD DETAIL 7). AFTER o { / -- p v °0 2 7 IE IN 12" (E) = 222,30 METER INSTALL 2" X 1 Jr REDUCER. TIMES 3. / (e 1 z w GRATE - 232.85 GRATE = 241.90 IE OUT 12" = 220.00 " in w IE OUT = 231.85 IE OUT = 240.9 • ( 2 SERVICE INSTALLATION BY TVWD / 11 �4 INSTALL 3 OF 12 D i 1.5 LF S=17616 2.00 LF.S=150X TO NORTH & CAP 6 INSTALL 8" X 6" REDUCER & 10 LF OF 6" DI PIPE. I 12Q w clo ® 2 7 INSTALL DOUBLE CHECK DETECTOR f w 00 GRATE = 233.07 GRATE g 242,55 60' DIA MH ASSEMBLY W/676 VAULT (TVWD DETAIL BF100) t3 � IE OUT = 232.00 IE OUT - 241.55 FLOW CQNTROi. 8 68 LF OF 2" PVC SCH 80. CAP END AND MARK i x IDI w/ FDC RISER. CAP END & MARK 14 6 RIM = 234.60 1.75 LF S=10096 14.31 LF S=24.8X WITH PT 2X4. CUT 2X4 4" ABOVE GROUND. p x IE IN 12N(N) = 225.05 cn 4 9 IE IN 12 (E) = 225.05 9 I - 4" DI AP UILDING"C" w< Q GRATE - 235.60 GRATE = 241.50 IE IN 4 N = 228.00 VENT " END TH 2 4 I . m " O w/ 2x4 CUT 4 ABOVE GROUND. FDC m oo m IE OUT - 234.60 IE OUT = 240.50 IE IN 6 (NE) = 225.05 PERF " t C1 w w BAR IS ONE INCH ON DATE: 1 S 3.72 LF S=56.496 10.07 LF S=29.796 IE OUT 12 = 224.85 10 14 6 DI. CAP END & RESTRAIN 14 BACK. BUILDING A FDC 1 ORIGINAL DRAWING » 4/8/11 MMM U INSTALL 4 VENT PIPE FROM MARK w/ 2x4 CUT 4 ABOVE GROUND. l I / 1 1 0 1 co rn rn v 5 10 TOP OF CHAMBER INTO MH I I H 1 DESIGNED BY. CHECKED BY. o 11 REDUCED PRESSURE B.V. PER TVWD DETAIL BF302/C6.2 j�Nm GRATE = 239.33 GRATE a 241.90 AAR BDL o a ocnro IE OUT = 238.33 IE OUT = 240.90 ® 3 . 12 FDC RISER (SEE DETAIL THIS SHEET) a��o 3.48 LF S=72.996 22.47 LF S=8.916 48 DIA MH W/ 4 DEEP SUMP ATTACH BUILDING "A" ADDRESS IDENTIFICATION PLATE M TO FACE OF FDC RISER. PARTIAL PLAN JOB NUMBER RIM = 234.90 a�� x IE IN 8 (E) = 225.34 0 �o� sa 11838 .. . wwN IE OUT 12"(N) = 225,75 ® 13 NOT USED www2 DWG NAME: <mmzJ IE OUT 12 (W) = 225.54 14 FUTURE DCVA BACKFLOW DEVICE (TVWD DET BF 101) SCALE: 1"=10' P10838-05,0 U7 ZI=�z� oww - - - SHEET C5 0 Mcnaa�x m RECEIVED r 0 4 2012 n Go / FDC a N \ o - CITX OF TIGARD04 ; - ,t STALL MANHOLE ° _ P �P P� BUILDING DIVISION 4 4 EXh�TIN IN RIM 219.88 ��. % d a CONDUIT° d / /° 10 LF 6" PVC a / d o d P . o / c ° l d / / /c ° BUILDING ADDRESS IE 215.15 a ° / S=2.OX n p / ` I` l f l. �° / ° n ° o d ° n IDENTIFICATION PLATE _ G <7 d r M a _ CONNECT TO EX o INSTALL WYE ---t--. ° d _ / , ' v t n « x ° rn TO EAST. IE 215.10 - - J 6 GALV PIPE 6 SAN LATERAL ,a T. ° n - ^ - (INSTALL MANHOLE U ° ° " e�-✓ �? r� N ° IE 211.20f ` , V(� RIM 219.86 <;w 10 LF 6" PVC S=10X `2,, ` 1 '' 1 ° p ° C� Ue , - r Gt �® WDAR OU s • '� INSTALL 85 LF OF �( C9 w -- p IE 215.45 N d CAP END & MARK w/ 2x4 y ° W n 4 CONDUIT FOR ,a N z z a p �I 4 W 2" IRR E M W ° W _ IGATION PIP GALV THREADED z a =� FLANGEADAPTER FLA n. w _ - - M 2 d - - -- -- -� _ d p _ _ SA •RA _ 7` - x�a. F _� -=:_ . A. 0+47.74 - _ . _ - -_ -- - - w 2 _ _--- -' ''- -= --== --- - _ ' w 90 x `l . / / / ` 4 - - = TTI-f1T-fTi-flT-f - _ _ 1=ffT-f(1=iT1=1T1=111=f1T z ¢ m 1 - - � � _ = -_ - _:�- -_ - �_. 1l Ll 1=1 I-1 I-1 1=1 1=1 1=1 1=_rr •,--,T - 1=L11-LI= -I�I_�I I-I l 1=1�I_ f- !. _ I INSTALL 6.2 LF 6 PVC / - y ® ® �, -` -` I I I-I I 1-T-III-I 11--I 11--I 1 I-I 11-III-I i I 111- 1 I=1 1I I IITI-III-ITI-III-III z w 3 Z S=26.5X 1 ' �� / i FoonNc r3AA(N 53.1 LF ® S-i14.5X l , O a _ _j O I _ ) S I I I ��. f' / t I F 11t 1?T1 v cn O a = in N S I J BLDG A" 25 r / ' » » 8w DA7E I i '. 6" DI SPOOL o z N W B LDS A _ / N PVC M 4 D PIPE % i z Q z O INSTALL C.O. 6+. ( , , / /' » / / FLUSH w GROUND / �Q » » I / RIM-241.10 ' r ` O ~ d' LOG C57 LF r i IE 230.2 - 8 PVC PIPE , /• I r ✓: U F A / / s �� I SQN 80 VC , c INSTALL 90 dC TERMINATE / Q N IE 217.10 / $ O • FLUSH WITH GROUND. CAP END 1 ,;n / I 1 W U' \ / / _. r 'COORDINATE W/MECHANICAL ENG l / , / ; n. Q w , I j 1 / 428 0.1. - / I I BALL DRIP N 3 cn o � N I ( ' FIRE �-I I _ R 35 LF; PVC PRIOR TO INSTALLING. / ROOF DRAIN � � i I I I ..: I s2.oX 12 .5� / ROOF OR N 19. LF 8» P / �,� i I IN CRUSHED o 0 o O w 1 _ _ v) cn cn o z BLDG A FC / I �I / II I / 10.8 LF 6" PVC ' ( 1 5- 83X IE 38.50 'I i ROCK w w c9 325 D . I , .. r _ / � I 5 5 9 � a I \ I I I } S� .87X IE 233.go / cn I , „ �, _ l - I w w w w x i _ . - I � BLDG' C I �: _ I-._ , ,_.-- DI 0 OW MJXFL I � � � � � U 1 / MH #3 3 e .I I I �. . ,. 7 . I _. -L-TyT -. I / STA. 1+61.20. / I� � 1 I' 1 I I # .II I , IE 2 18.32 LF -.� �_ ._ " •- sf l + I ) I / I f I �;. I 1sT c / 1 r / 6 DI cn /=2.5 •X ( 1 _.. �. M 38.17 I I IE 235.79 1 / I 6 , , I . _. I / , /, S- 149W'. I � :�.•I I III ------------- air ----------- 61.49 12 PVC ' / o I I _y �(II' E 9.80 I o. e i l r r l 111[[[[ e " � I I l}�, 229. 8" FD IN RIM 4 ` I 1 y c„� 10 LF 8" D co d ,' I • r / _ IE 2 23 9 7 1 I f THRUST _ c O � ' '! II P ' ^`�� " ALL / Q» f�!' a BLOCK � � V� / . I 'x EDuC�R I I I I V NL ,I Lpi - / / �',+O,/� � ^ I Y ( �' 26. 1 I , I ^ I � y � 2 8 3 4 - � It I I o ch • r3 2" P GI� / 4 LF DI - --- - 33 - 11 i I M • - I1. Fl .: e X I IM i FDC DETAIL a IE 235. .98 3 J 2 IE 237. 5 = IE 2 SCALE: 3/4 =1 0 IE 217.00 _ c.4 / -' --�' ' /� L I II T ^Y ( I I , "X8" REO ( R . �4 14,758 9 N `l� 1 I I ! IE s• a I tt r� .. I '^ tt r r T a IE 8 •} _ �_ I.� :�i.l..•!%# L -� �_ _ � � I,� �/ • 37.E I I � ''� Ali � (30N 90 V ORE 00 1`1) GO -1 - - I " I Q �0 o II ,�� '/ CAP ec K x:...11 ® I -� I 2R r 23. E 1241.48 F� A. R� STORMTECH DETENTION SYSTEM f w/2x4 / / I 25 e" S-15. - o x II r AREA: 98.6 L X 20.5 W / 50l,F 8 DI PIP #=1 ' I r CND MAR END II EXPIRES: 12/31/2012 3 w CHAMBERS: 52 /FIRE SERVICE, CAP,-.END. {_ �` ct( j 2X4 , m 'BOTTOM OF BASE ROCK: 225.25 ES RAIK94'a�CK o I `', BOTTOM OF CHAMBERS: 225.75 > / TOP OF CHAMBERS: 228.25 O I1 / -' r ./ ,-' S2 LF-2 PVC SCFI 80 , E 238T U) � '- TOP OF ROCK BACKFILL: 228.75 ,ZPIPE -,.CAP END. / U -�- -- / -- '" r ./ MARK END W/2X�/ 100 0 M / 00 o r �.- ago r 03.'- / I ,� --- f�- 239.68' f W ---. w x I1 _ _�- r.- y r f, I I , 3 W / ,� MAR ,EN / / Z _ w I 1 - - - - - - - - 'l . -'� / -r r -'' .r W/.:2X4 D / �/ ! I �I ; I 1 / \ / f -- _ - r _�_ 1 } cn cn 11 / / 6=-_� -ate•-,•.`._-- f � I I I I I 1, NOTE: __ _ J U UTILITY PLAN CITY OF&GARD PPROVE STORMG DEPT FR001111111111'! P OM 0 REVIEWA T RM R M Co 00 00 STORMTECH DETENTION SYSTEMS TO - - 0 0 30' w OUTFALL. - - z M 1 n. " SCALE: 1"=30' WATER CONSTRUCTION NOTES M a a IN 1 REMOVE EX BLOWOFF & INSTALL 90' BEND �---�" -- �`' �'�� - 0 0 1 _ I o 0 Qa. `` O O00 o CATCH BASIN DATA 0 MANHOLE DAT 2 INSTALL 75 LF of 8" DI PIPE TO REDUCER. ` -- �- 1 6 1 3 INSTALL FIRE HYDRANT ASSEMBLY (TVWD DETAIL 101) ::,:,. __ -_ OS N GRATE = 226.55 GRATE = 235.45 72' DIA W.Q. MH w 7 CARTRIDGES 4 INSTALL 3 - 2" TAPS (TVWD DETAIL 7 & 702) / - . Z z x IE OUT = 225.55 IE OUT - 234.45 FLAT TOP / O 2" SERVICE INSTALLATION BY TVWD w w 22.40 LF S=23.OX 2.00 LF S-375X RIM = 233.7 5 « « / -- _ -.� w IE IN 12" N = 222.30 INSTALL 2 X 1 X REDUCER AND INSTALL 11- < a A I _ cn O WATER METERS (TVWD DETAIL 7). AFTER a ] I -- > 2 7 IE IN 12" (E) 222.30 METER INSTALL 2" X 1 X�" REDUCER. TIMES 3. r / 1 f z � GRATE = 232.85 GRATE = 241.90 IE OUT 12 (W) = 220.00 2" SERVICE INSTALLATION BY TVWD D IE OUT = 231.85 IE OUT = 240.9 ® INSTALL 3' OF 12" 9 a=o I 1.5 LF S=176X 2.00 LF;S-1 50X TO NORTH & CAP 6 INSTALL 8" X 6" REDUCER & 10 LF OF 6" DI PIPE. 12 r Q o U w 3 8 ® 2 7 INSTALL DOUBLE CHECK DETECTOR v 00 GRATE = 233.07 GRATE = 242.55 60 DIA MH ASSEMBLY W/676 VAULT (TVWD DETAIL BF100) 1 I •- IE OUT = 232.00 IE OUT = 241.55 FLOW CONTROL 8 68 LF OF 2" PVC SCH 80. CAP END AND MARK x I RIM = 234.60 ' 1.75 LF S=100X 14.31 LF S=24.8X WITH PT 2X4. CUT 2X4 4" ABOVE GROUND. -- - __ J o x IE IN 12"(N) = 225.05 r ` - o M cn 4 9 IE IN 12"(E) - 225.05 9 4" DI w/ FDC RISER. CAP END & MARK 14 So DI AP uILDING "C" ww a Q GRATE = 235.60 GRATE = 241.50 IE IN 4 N = 228.00 VENT « AR END TH 2 4 I m « O w/ 2x4 CUT 4 ABOVE GROUND. FDC 02 J IE OUT = 234.60 IE OUT NN 240.50 IE IN 6 (NE) - 225.05 PERF " , » I BAR Is oNE INCH oN DATE: I 5 3.72 LF S=56.4X 10.07 LF S=29.7X IE OUT 12 = 224.85 10 14 6 DI. CAP END & RESTRAIN 14 BACK. 1 BUILDING A FDC ORIGINAL DRAWING MM► INSTALL 4" VENT PIPE FROM MARK w/ 2x4 CUT 4" ABOVE GROUND. 1 I 0 1• 4/8/11 00 rn rn U 5 10 TOP OF CHAMBER INTO MH I I DESIGNED BY: CHECKED BY: o 11 REDUCED PRESSURE B.V. PER TVWD DETAIL BF302/C6.2 N cv� I GRATE = 239.33. GRATE _ 241.90 o o ocnM IE OUT = 238.33 IE OUT - 240.90 ® 3 12 FDC RISER (SEE DETAIL THIS SHEET) AAR BDL a 4N 00 3.48 LF S-72.9X 22.47 LF S=8.9X IRM DI MH W/ 4 DEEP SUMP ATTACH BUILDING "A" ADDRESS IDENTIFICATION PLATE PARTIAL PLAN JOB NUMBER /P7MQ`' a� x IE IN 8"(E) - 225.34 TO FACE OF FDC RISER. R . ..�iN IE OUT 12"(N) = 225.75 ® 13 NOT USED 0 10' 20' 1838 m m m Q IE OUT 12"(W) = 225.54 DWG NAME: ZFFzE 14 FUTURE DCVA BACKFLOW DEVICE (TVWD DET BF 101) SCALE: 1"=10' P10838-05.0 UT �QONw - - - - SHEET CJ.O Ecnaox RECEIVED � _ _ -. - -�-- - �, = - ___ - -- _ _ - JAN 0 4 20 N N N R maimy -`` P-�- _MF-'��� T�'. r�. �-T.-= _--= _. = -- -- -� - �_ \- •- \ `� \ \ / FDC CITY OFTIGARD C ----P- - `,�= --�- -P--ti -S=. �,P `�T.-�=-, '---� '` ,� �'��-` BUILDING DIVISION ' 4-4" EXI�TIN INSTALL MANHOLE ° ` P CONDUIT�� Q / RIM 219.88 " 7 �../a ° 10 LF 6" PVC / �a L J J� ° r U P -AIL 41 / S�2.OX / / BUILDING ADDRESS IE 215.15 ► o � . a _ - _ IDENTIFICATION PLATE 41 \\ �� ° G . a CONNECT TO EX o INSTALL WYE - --- o ° r J a = o ° <, 6" GALV PIPE 6 SAN LATERAL \° rn TO EAST. IE 215.10 - �INSTALL MANHOLE U V \ RIM 219.86 IE 211.20f v o " c� o r� ° , tl A e N J4w- ° 10 LF 6 PVC S=1 OX 1 2, p' , , <, �, 1® WD1'R OU S ° INSTALL 85 LF of 1 o w -- _ IE 215.45 w . co N / --� a wv W CAP END & MARK w 2x4 \ .., <,� \ ° 4 CONDUIT FOR cn z Z tie `W 2" IRRI E M Z - -----° - --_s -_ W - a GAT10N PIP GALV THREADED 6 FLANGE ADAPTERa. w .. o F% _.. -17= -- -- .^ --- ,- -- �: �, N W r i ` - d = 4 _ ���, - - - - - -T _._ - Of =HT1=1 11=11 E z Q m _ `•-- � .. -•--r-_. _ ._- __ _ = = -•--- �---� >-_ � -...� r I-III-I_1_1W IW -t�t-r- .---� � - -I t I-III-t�I-I I t-III-: w �- � Q INSTALL 6.2 LF 6 PVC ® l + f ® / �' __ - .7 -' 224.6 - - __r- , ,_RAM . I 1-�11-1 I I-I I 1-111-111-111-111-1 -1 1-_� 1- =1 1=1 - - -d -� -� -� L z w 3 zo I - S=26.59: f 1 >>s I r �I �� _ FOOTING "N 53.1,LF O S-*14.5X I �, o Q. _ 1 in J ! N i I B :G A" 25 ' �� » 8" DI GRATE I iSPOOL-,,,,,, o Z > N 5 J `` w ' N s�\ I J ( •� I pyC M >'BLDS /� � �/ 4" D!PIPE I� J,i 6 DI ¢ � o w INSTALL C.O. �. � ..� ," " j 6' LDG "C 7 LF IE 230.2 8 PVC PIPE RIM 241.10 �• I f, U F w m � Q N / I FLUSH w/ GROUND ! / `Q''�S C� I " SCH 80 VC ./ INST rLI 90 do TERMINATE J �I , - W < IE 217.10 / '/ �' OO F a: ,�- ( J ! ,FLUSH NTH GROUND. CAP END / J I I a- Q o W COORDINATE W/MECHANICAL ENG I i '_i ♦ ' ' 1 / I ' 428 D.I. I = R 351F;8 PVC / PRIOR TO INSTALLING. / ROOF DRAIN / R Y i i BALL DRIP z 3 cn w - N j .. / I 'I 1 t S 2.0X 1 2 0.50 / 19.5 LF 8 P / IN CRUSHED p p p w ROCK ry I I FlREi 1 1 I II I ROOFORAIN / I I t I o w w 3256 A " D C / II I ,�( ,' �= � - --- -.: J 10.8 LF 8" PVC r � 5' :83X IE 38.50 � fl � I i 5 N 5 0 � Q t / - I _. - 5 I � 1 ` � �•f 87X IE 233.90 __ .{. . / N J I w t,� w w w = \ , �, » / i1" i f 1 1 I - 1 . ` (: #_ I DI 90 ELBOW MJxFL I o` w a: � w U l I \ / BLDG " c I 1 i -_ _ . - I I i ::-$ �- I �} BL6G /B ' 3 8 .1 f/ � n -J _. � � i I -: . 1E I 1 .. $ - I1 I � I� \ 1� / / MH �3 I� � It �_-- ,T ,. ..� ._... ��-,� J , " I STA. 1+61.20 I t Via:tl f I� IE 2 I�sT - �, - �� I , 6 DI `t a , It. I I .I II Y%�li49. 7 17 RIM 38., ++ / I IE 235.79 -' / 1 , / ; 11 / / / 2.5 X ( J ��� L 1 l �; S- .14�G W I ��i%t RI 3 .76 / 18:38°IrF� I I iIi I ----------- . . -. 2, )61.49 �F 12 RVC ' j o 11 _ * = 1 r_� ' a / 0 I 1 rIE-+22 E 9.80 SD moi' I ° cin / II / / / / U i`l° 231!7 J I i ----------- .a rn - ,i - � INST I I _o c 8" D , I . -.. 229. 6" FD RIM 23 THRUST cn '/ ✓ i /. I 1 d IE 23 9 I a ° BLOCK c�i v~i ' / / �/O 11 1 I I t _�1 " ALL 8• ,,I I i I J - e IL r I r ! / • +6024 J to 1 I I �hx cit 1 I I I I I c � un r-: l Y. Y IE " 35. 8 I i I / I I I I i IF4 12 ' / , / I ; 1 IE 226.i41 - / - _1 t I o ch J '� ti / J 1 i LL " p G � 1 / � �r ; .: ;I IE � � E co g' r _ 1 ,0.07.. 12 .r- � O / 4 LF DI � _ _ -- -- _2:LF f 3�3 _ _ ,� Fl 23:8 8 xtv -I ST 1 u 'S r FDC DETAIL � '■�" / `� : '" / IM 25 I J SCALE: 3/4"-1'-0* IE 235.5 .98 a iU a . _. �. IE 23 , A \ f Ir I , ,� ,-' s i - t - - - I a PROF = I IE 217 0 ,/ ! ' -_ J7� ;, c^, � I^ _ 17 N �� - ,. %� I II / ,/ I I "X8" RED CER i 14,758 N / � I� r I, I/ I I �� I I I , ✓ IE 8- ---j 2 _ A. • x I r ; 2 L�I _ _ �_ L - J - ,., (r�-,� cam,f.; } - , :- ��I_ = I, �- , - - r I I IE 8 eat ..r.. ORE GON M ? / SER _1 101 oar y ,`Q / /� cAP '� E 41.48 23, I II / STORMTECH DETEN11ON SYSTEM w/ 4 I - / A. x I r / 25 8 S-15. o I r ,.• AREA: 52.6 L X 20.5 W 1 � �_c 4 MAR END , ' I; I I 50 L,F 6 ,DI PIP I - EXPIRES: 12/31/2012 3 w -CHAMBERS: /FIRE SERVICE. CAP-:END. , t I cY� / o Q BOTTOM OF BASE ROCK: 225.25 MARK ENP w/2X4 m % ~'""BOTTOM OF CHAMBERS: 225.75 RESTRAIN 14 BACK o I� , - / TOP OF CHAMBERS: 228.25 ,i 52 LFI PVC SCA 80 �- E 23819 TOP OF ROCK BACKFILL: 228.75 /PIPE -.CAP END. -- _ _, �,-- MARK END W 2X4 J 1 U VI f co U --.-' i''` J' r" .�- '/ - ,,� ...-� re) 00 X I r •� ' / / .._- , -IE 239.88 � / � �.,! ,1 I I I � \ s w I I - - - - - - - - -�-/ -._ / .//ice" , MARK, END / / J I 1 , Lr \ Z _ _- �r W/.:2X4 / N II - - 4 __.._.-..-�__ __.._. a NOTE: J U CITY OF TIGARD ENGINEERING DEPT TO UTILITY PLAN REVIEW & APPROVE STORM SYSTEM FROMm 00 STORMTECH DETENTION SYSTEMS TO - N o_ 0 w w OUTFALL. a J x a o SCALE: 1"=30' O MATER CONSTRUCTION NOTES _ :�_y,_•_. ` ( o° w Q 1 REMOVE EX BLOWOFF & INSTALL 90' BEND W CATCH BASIN DATA MANHOLE DATA 2 INSTALL 75 LF OF 8" DI PIPE TO REDUCER. 0 3 INSTALL FIRE HYDRANT ASSEMBLY (TVWD DETAIL 101) '` -�;�',�'. ` -- "•--aS i' GRATE = 226.55 GRATE = 235.45 72' DIA W.Q. MH w/ (7) CARTRIDGES 4 INSTALL 3 2" TAPS (TVWD DETAIL 7 & 702) _ -- �- \ Z z x IE OUT = 225.55 IE OUT = 234.45 FLAT TOP 2" SERVICE INSTALLATION BY TVWD . . -- �'�'- 0 _ �_ -_ w � 22.40 LF S=23.0% 2.00 LF S=375X RIM = 233.7 5 INSTALL 2" X 1 Xi" REDUCER AND INSTALL 1 " / A/ ' I -- Q IE IN 12 (N) = 222.30 WATER METERS (TVWD DETAIL 7). AFTER 8 o I ` `- O wv) cocn 2 7 IE IN 12" (E) 222.30 METER INSTALL 2" X 1 X" REDUCER. TIMES 3. / C81 Z GRATE = 232.85 GRATE = 241.90 IE OUT 12" (W) = 220.00 2" SERVICE INSTALLATION BY TVWD 9 / 11 p in � IE OUT - 231.85 IE OUT = 240.9 INSTALL 3' OF 12" " " " 6Ix D I 1.5 LF S=17696 2.00 LF,S=150X TO NORTH & CAP 6 INSTALL 8 X 6 REDUCER do 10 LF OF 6 DI PIPE. / / 12 r Q • w 00 3 8 ® 2 7 INSTALL DOUBLE CHECK DETECTOR ( ( P w ao GRATE = 233.07 GRAZE = 242.55 60' DIA MH ASSEMBLY W/676 VAULT (TVWD DETAIL BF100) 1 U o IE OUT = 232.00 IE OUT = 241.55 FLOW CONTROL 8 68 LF OF 2" PVC SCH 80. CAP END AND MARK ' I Y I 1.75 LF S=10096 14.31 LF S=24.896 RIM = 234.60 o x IE IN 12p(N) = 225.05 WITH PT 2X4. CUT 2X4 4" ABOVE GROUND. j " --- ---1 / We� cn 4 9 IE IN 12"(E) = 225.05 9 4" DI w/ FDC RISER. CAP END & MARK 14 6 DI AP W Q m GRATE = 235.60 GRATE = 241.50 IE IN 4 N = 228.00 VENT " AR END TH 4 uILD1NG"C" " O w/ 2x4 CUT 4 ABOVE GROUND. m o m IE OUT = 234.60 IE OUT = 240.50 IE IN 6 (NE) = 225.05 PERF I BAR IS ONE INCH ON DATE: I Koi' 5 3.72 LF S=56.49: 10.07 LF S=29.796 IE OUT 12"x= 224.85 10 14' 6" DI. CAP END & RESTRAIN 14' BACK. ( BUILDING"A" FDC ORIGINAL DRAWING " 4/8/11 A` MMM INSTALL 4 VENT PIPE FROM MARK w/ 2x4 CUT 4 ABOVE GROUND. I 0 1 00 rn rn 5 10 TOP OF CHAMBER INTO MH / II �� I DESIGNED BY: CHECKED BY: o ;0 11 REDUCED PRESSURE B.V. PER TVWD DETAIL. BF302/C6.2 cj N- I GRATE = 239.33 GRATE = 241.90 ® 3 0 o oNM IE OUT = 238.33 IE OUT = 240.90 12 FDC RISER (SEE DETAIL THIS SHEET) AAR BDL c*4 N 00 3.48 LF S-72.9X 22.47 LF S=8.9X 48' DIA MH W/ 4' DEEP SUMP " " ��o RIM = 234.90 ATTACH BUILDING A ADDRESS IDENTIFICATION „PLATE PARTIAL PLAN JOB NUMBER IE IN 8"(E) = 225.34 TO FACE OF FDC RISER. 10838 iJN IE OUT 120(N) = 225.75 ® 13 NOT USED o �a 201 m m m a� IE OUT 12"(W) = 225.54 DWG NAME: Z F F za 14 FUTURE DCVA BACKFLOW DEVICE (TVWD DET BF 101) SCALE: lm-10' P10838-05.0 UT Lq<aww - - - SHEET CJ O dc)�a� ' 1 3 2 ECEIVED DEC 27 2011 o Z CITY OF TIGARD UILDING DIVISION F 701 ::Cr. f irwt...-• t o r� o I� o v < BUILDING B . w . " :.,� � PAD SITE ONLY A 7,725 SQ FT . - r •� a $� ' :w� : MEDICAL OFFICE 3,850 ' l..�. _ « « _ RETAIL 3,875 F I I 0100, s _ y w t•"� ' . . .- . . i'ti:�r '•i%` \%`'✓ ✓ I1 r • . « • « r • « r r . « • ;ti .. • . . . WETLAND -I L.L.- r / ✓4 �/ 413U1 • RESERVE . . . . . . . . . . . . . . . . , {T. :: ��::.,, i ,. ,< , ..... .......... . . . . . . . . . . . . . . . . . r ,, ��%�. _. - CMIPOM� 6i r a r . w « • r r « r • « I i«f x .i '-, yw. —'•— _ � . . . . . . . . . . . . . . . . . . . . w .' •\ '.'.,.: .;a...� 1 ' • . ♦ . . . , w . . . , w w •.j,.t, ice,,•S '" OF 'YY., i'•r' r O �J .. . . . . . . r . . . . r r .) !tr._.•.r ;�'`wt• ' �' - :...,. i . .ia..F:: . ma 9 r - r _ w - r - - FH r r - - r - r - r • r� ,t s. _J Lr.___J _ W• �:. I r�a �' ' O O D d t-- h: • w w w w . w w w w w w w w w •• w'W .. :. FF., r i r r r • r r • r r a .} ���,i�«' �;.�t...•:.:'•1+•'.n Y• \ �''•.. w +• ,4.ti• •• ' ' .• '•,,.,�[' - " - wr.''-tom ,,y ..•. v ..1,r ...•<� .,•res.i...,: y .. •p:•. w • - - r • r . . . . . . a « - eaa . . . . . . . I� y; :...• r : ANDERSON � � Im. DABROWSK I t. 19 19 x ARCHITECTS RUM ■ COMPACT COMPACT j BUILDING C - I FUTURE PAD SITE Portland Office: r� 1430 SE 3rd te 200 i 2 FLOORS "' -� . Portland, OR Ave,97214 T' 503 239-7377 20,000 SQ FT:. F: 503) 239-7327 • .�`� ' GENERAL OFFICE - 20,000 1 1 1 1 1 /f www.ADarchitects.com a i ` c a s: -�:'• ;o r'^� ALL IDEAS,DESIGNS,AR RANGEMENTS,DRAWINGS,AND 3"i', t- t' ;'t ••s,• t; i' ` r !: PLANS SET FORTH ON THESE SHEETS ARE OWNED BY ,'•t.:.i�'2. ti'.i.r 'a rg•. •:4�` "a•.'. •'e •w•~i v, a<• .°E:."C�.. .l� :.r4; _ • :Y: 't�` Liv^ \. ��j/ ••a::: ,r�:r'°' '~.i%�v `i�' AND ARE THE PROPERTY OF AN •:r,`.•r' •'i'' �'.t,.. r.''�'' :i�'~ti< :..,. -t• a DERSON DABROWSKI • v 'x':•�`.` , „,7��^• , q<.0 r++ `•V'+••a •;•,•2:•, ' �> � .•t ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION •t OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS OF -,:i •'t > PROHIBITED BY LAW. gg �y RED ROCK CENTER PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST ' TIGARD f OR CONSTR CTION DOCUMENTS PHASE IIA ONSITE "� •� D Revisions: 04.07.11 SITE DATA �.- , 11.28.11 SCOPE OF WORK �:: (THIS ID PACK) r GENERAL INFORMATION . r• SITE ADDRESS: SW 72nd Ave at Dartmouth Ave �� Tigard,OR .� I Date: 01.25.11 ASSESSOR'S MAP/TAX ID: MAP 25101 AB,TI-001100&00300 :" PLANNING DISTRICT: C-G(PD) *ir Scale: AS NOTED PARCEL SIZE: 146,327 SF PROPERTY OWNER: Doug FryProject No.: AD 05183.01 PROPOSED USE: Medical Officesof. I File Name: 05183 A2.0 Y I. •. AREAS ° ° Drawn By: MJW/KVR Iits' LOT: 67,515 SF D ` Checked By: JMA BUILDING: a PAD A: 11,115 SF PAD B(FUTURE): 7,725 SF ; , = �� I Jurisdiction Approval: PAD C(FUTURE): 20,000 SF :1.;N; BUILDING PERIMETER: PAD A: 591'-9" PAD B(FUTURE): 427'-10" aaM`` O �' PAD C(FUTURE): 465'-10" Asi�• c%/// � I PARKING COUNTS ; TOTAL SPACES: 146 ADA SPACES: 10 COMPACT SPACES: 18 CAR/VANPOOL SPACES: 8 LOADING BERTHS: 1 .5. VVERALL SITE PARKING NOTES GENERAL OFFICE 20,000 SQ FT @ 3.4/1,000 x 100°/..... 68 MEDICAL OFFICE 11,115 SQ. FT. @ 3.9/1,000x90%...... 39 , MEDICAL OFFICE 3,850 SQ. FT. @ 3.9/1,000x80%........ 12 RETAIL 3,875 SQ. FT. @ 3.7/1,000 x 80%.......................... 11 TOTAL SPACES REQUIRED.............................................. 130 TOTAL SPACES AVAILABLE............................................... 146 ELMHURST ST. DEDICATION I - - Sheet Title: TOTAL SPACES INCLUDES: TYPICAL SPACES............................................................... 110 1 SITE PLAN OVERALL SITE PLAN COMPACT SPACES............................................................ 18 ADA PARKING SPACES..................................................... 10 VAN/CARPOOL PREFERENCE SPACES.......................... 8 SCALE: 1"=20'-0" Sheat No.: A2.0 SW DARTMOUTH STREET SEE PHASE IIC BIDPACK FOR OFFSITE WORK 88-AT 28 hv! -, - - - - - - H 1 1 22 II II 1 � II II 1 WORK START POINT , "- uJ SEE PHASE IIB IDPACK FOR BUILDING S ELL W RK 10 BUILDING A 1 3:: 111115 SQ FT 1 u MEDICAL � 1 OFFICE - 119115 0 23 i- , 06 1 - � I 09 I I — } € 16 r 1 : � € 1 uJ 1 03 14 3U1 z , , _. CARPM/ CARPOOLS 21 vANpooL 11 11 vANPoa 11 10 W , 1 06 1 o i Q OF 1 ♦ 1 =4> _ 1 . � � r � • � , TYP IS . • a2 r • a5 FH 2 18 solo *too YP TYP U) D C 07 X. _• V J 1 . M Ind 11W 11w 1110 M 1 13 21 1 17 ANDERSON• 01 DABROWSK TMP ARCHITECTS 11 1 100dNVA 100dNVA tIOOdNV3 /100dNV0 A i 03 18 I ENERAL NEW SITE PLAN NOTES 03.01.06 ' , `: 12 i �'P 03 17 03 G I� IBJ I 1 .. t r 1, SURVEY INFORMATION REPRODUCED BY CIVIL CONSULTANT. 11. CONTRACTOR SHALL NOTIFYARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING BASE INFORMATION SHOWNrAND ACTUAL FIELD CONDITIONS. , Osk II Portland Office: 2. CONTRACTOR TO VERIFY SITE BOUNDARY PRIOR TO START OF WORK. __J1 1430 SE 3rd Ave, Ste 200 12. ALL DIMENSIONS ARE TAKEN TO FACE OF STUD/CONCRETE OR EDGE OF PAVEMENT ' ` 11 Portland, OR 97214 3. SEPARATE SEWER CONNECTION PERMIT REQUIRED. UNLESS OTHERWISE NOTED. � T: (503) 239-7377 4. DISPOSE OF STORM WATER PER APPROVAL BY CITY OF TIGARD. 13. USE DIMENSIONAL INFORMATION GIVEN,DO NOT SCALE DRAWINGS. 1 F: �503� 239-7327 5. UTILITY DATA ON DRAWING IS SCHEMATIC AND SHALL BE VERIFIED BY CONTRACTOR 14. CONTRACTOR SHALL LAYIXI7ANDADJUST AS REQUIRED FOR APPROVAL BY PRIOR TO CONSTRUCTION.CONTRACTOR SHALL CALL UTILITIES PROTECTION ARCHITECT PRIOR TO CONSTRUCTION. SERVICE PRIOR TO CONSTRUCTION. 15. CONTRACTOR SHALL VERIFYDIMENSIONS AND NOTIFY ARCHITECT OF ANY ' 6. ALL DISCONNECTIONS MUST BE COORDINATED WITH THE OWNER AND UTILITY DISCREPANCIES PRIOR TO CONSTRUCTION. 13 2 CONCERNED.CONTRACTOR SHALL TERMINATE SERVICE ACCORDING TO UTILITY COMPANY SPECIFICATIONS. 16. CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING GRADES AT LOCATIONS s I WWW.ADarchitects.com WHERE EXISTING PAVEMENTABUTS NEW PAVEMENT. PONDING AT JOINTS WILL NOT 1 7, UTILITY SERVICE SHALL BE MAINTAINED AT ALL TIMES. BE ACCEPTED. I I j ALL IDEAs,DESIGNS,ARRANGEMENTS,DRAwINcs,ANo 1 1 PLANS SET FORTH ON THESE SHEETS ARE OWNED BY KI 8. DAMAGED UTILITIES SHALL BE REPAIRED WITH NO ADDITIONAL COST TO OWNER AND 17. IN NEW CONCRETE,CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR(4) AND ARE THE PROPERTY ,REUSER RD DISCLOSURE TO THE OWNER'S SATISFACTION. FEET AND EXPANSION JOINT'S EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS ARCHITECTS,LLC. ANY TION S, E,IDEAS,DESIGNS, MD F OTHERWISE NOTED.SEE CIVIL DRAWINGS AND SPECIFICATIONS FOR MORE , SAID PLANS,REPRODUCTIONS, RT`DESIGNs,AN I OR 9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SUBSURFACE INFORMATION. ARRANGEMENTS ANDERSON DABRO THE wRmEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. CONDITIONS PRIOR TO CONSTRUCTION. 18. WHERE PROPOSED GRADES MEET EXISTING GRADES,CONTRACTOR SHALL BLEND , x 1 1 1 1 ' 1 1 1 1 011 1 1 1 move I& 10. ALL DISTURBED AREAS TO BE STRIPPED OF TOPSOIL.STOCKPILE IN APPROVED GRADES TO PROVIDE A SMDOTH TRANSITION. - 1 1 1 / 1 05 I RED ROCK CENTER LOCATION AND REDISTRIBUTE IN LAWN AREAS AFTER COMPLETION OF ROUGH1 1 1 r 1 r I 1 � PHASE IIA ONSITE BID PACK GRADING. 1 1 / 1 1 1 1 1 1 1 1 1 1so ir SW 72ND AVE AT SW DARTMOUTH ST I TIGARD,OR SITE PLAN NOTES CONSTJ04 TION DOCUMENTS „_ _ _ — — _ — � -- — — -- — — � � � • � � � � � .07.11 01 PROVIDE AND INSTALL NEW LIGHT POLES AS INDICATED ON ELECTRICAL PLAN. 18 PROVIDE WHEEL STOPS ATPARKING SPACES INDICATED.SEE DETAILS FOR Revisions:SEE ELECTRICAL SITE DRAWINGS FOR MORE INFORMATION. MORE INFORMATION. 1.28.11 02 PROVIDE AND INSTALL PARKING LOT TRAFFIC ARROWS. NOTE NOT SHOWN. 19 PROVIDE AND INSTALL CAF#OOI/VANPOOL PARKING SIGN AT LOCATIONS NEW RNINGINDICATED.SEE DET AILSfOR MORE INFORMATION. a3 DETAIL NTCIVIL DRAW NGS RFACE PAVING PER ADA STANDARDS. REFER TO 20 PROVIDE AND INSTALL BRICK PAVERS. SEE SITE SPECIFICATIONS FOR MORE 1 . PHASE IIA SITE PLAN INFORMATION. PROVIDE AND INSTALL SIDEWALKS WITH SCORED LINES EVERY 6 FEET. SEE SC LE 1/1 "=1'-0" Date: 01.25.11 CIVIL DRAWINGS FOR MORE DETAILS. S PROVIDE AND INSTALL LIGHTED PARKING DIRECTORY At LOCATIONS INDICATED. SEE SPECIFICACINS FOR MORE INFORMATION. Scale: AS NOTED AT ALL PHASE IIA SITEWORK EDGES,SLOPE 05 SEE CIVIL DRAWINGS OR MORE INFORAMAT ON DE TO MEET EXISTING GRADE. a 22 UNDERGROUND WATER VAULT LOCATION INDICATED IS SCHEMATIC. PARKING NOTES: PHASE 11 Protect No.: AD 05183.01 OPROVIDE AND INSTALL GUARD RAILS AT LOCATIONS INDICATED. SEE DETAILS 23 VAULT LOCATION IN©ICATep IS SCHEMATIC. File Name: 05183 a2.1 OR MORE INFORMATION. MEDICAL OFFICE 11,115 SQ. FT.@ 3.911,000 x 90°l0...... 40 TOTAL SPACES REQUIRED (PHASE 11)..........................•.. 44 Drawn By: MJW/KVR TOTAL SPACES AVAILABLE PHASE 1I al PROVIDE AND INSTALL FIRE HYDRANT AS SHOWN. SEE CIVIL DRAWINGS FOR z4 ( )•••••••••••••••••••••••••••• 44 Checked By: JMA MORE DETAILS. TOTAL SPACES INCLUDED IN PHASE II CONSTRUCTION: 25 TYPICAL SPACES............................................................... 35 BR*WIN88 FOR MORE 08 COMPACT SPACES............................................................ 0 Jurisdiction Approval: MODIFY EXISTING FIRE HY NT AS SHOWN. SEE CIVIL DRAWINGS FOR MORE ADA PARKING SPACES.,................... 5 PROVIDE AND INSTALL BIKE RACKS AS SHOWN. SEE DETAIL 3/A2.3 FOR MORE 26 DETAILS. VAN/CARPOOL PREFERENCE SPACES.......................... 4 09 INFORMATION, BICYCLE PARKING SPACES............................. . BUILDING A SHELL AND OFP$ITE WORK ARE UNDER SEPARATE BID PACKS. SPROVIDE AND INSTALL LOCK N LOAD RETAINING WALLS AT LOCATIONS 27 CONTRACTOR TO COORDI*TE. INDICATED. ALL WALLS TO BE ENGINEERED BY VENDOR. REFER TO DETAILS 788/A2.4 FOR MORE INFORMATION REGARDING PAD AND STAIRS 11 PROVIDE AND INSTALL PAINTED HANDICAP SYMBOL AT LOCATION SHOWN. SEE 28 AT THIS LOCATION. DETAILS FOR MORE INFORMATION. 12 PROVIDE AND INSTALL HANDICAP PARKING SIGN AT LOCATIONS INDICATED. SEE DETAILS FOR MORE INFORMATION, SPROVIDE AND INSTALL MAIL BOX PER POST OFFICE REGULATIONS. SEE SPECIFICATIONS FOR MORE INFORMATION. LOCATION INDICATED IS SCHEMATIC. POST OFFICE WILL DETERMINE FINAL LOCATION. 14 PROVIDE AND INSTALL TRANSFORMER ON CONCRETE PAD(PAD SIZE PER ELECTRICAL CONSULTANT). SEE SITE ELECTRICAL DRAWINGS FOR MORE INFORMATION, 15 PROVIDE AND INSTALL CONCRETE CURB AS INDICATED. SEE CIVIL DRAWINGS OR MORE INFORMATION, NOTE NOT SHOWN. 16 PROVIDE AND INSTALL CONCRETE RETAINING WALL. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION. SPROVIDE AND INSTALL STAMPED CONCRETE WALKWAY N BRICK PAVER HERRINGBONE PATTERN,STAINED RED-BROWN: ARCHITECT TO APPROVE FINAL COLOR AND PATTERN. Sheet Title: PHASE IIA A SITE PLAN Sheet No.: A2. 1 ; 1 9 -- - I I -_ l 1 I i 4. P4 _J �J ° _____4_ ° Q e 1 �w PLANTER fc�`�I� __ ___ _ I I 7f�Ef'� 1 �°wQeP MAX4®°h� 2"�RQ4JfV[� PLANTER1 L I PLANTER PLANTER"_1 1 1 LJ L-1 I PLANTER , 71 ° STEELTUBE 11 j I ° ° 4"@O DECORATIVE i a a s �, I i CIRCLES 3 1 1 I 1 - 3 I I ° � 4a I �w 3 2 3 i I 3 I ° e ! `-�---- 2"SQUARE STEEL Ill r ° 3 I .a - I ----4— l � I '-4��' _=--T—F'— I I �f I I I � 1 I 1 I —1�1_1 i 4 I TUBE d Q4 -------------IN I ti-1- L± 9 __ - - - - __ R l. _ _ _1 �._ . I \�y i _. - ] 1_______-_-___� � i ��� E � ° ° { 1f2"SQUARE STEEL __+__ SIGNAGE TO SIGNAGE TO 15 TRAFFIC 9 e a TUBE �& INCLUDE VAN INCLUDE VAN 2.3 LINES, PANT AT EQUAL SPACING �4 ACCESSIBLE ACCESSIBLE PARKING (2)COATS 4" ° 1 PLAGUE PLAGUE STALL W. WHITE ° I - VERBAGE, N ASPHALT, � �- ' � TRANSFORMER ON 2"SQUARE STEEL i±l�___iCONCRETE _- 1: __ PAINT 2 YELLOW ON �: _ __ -_' e� L )C TUBE \- _y �_ _/ �.. ( } CONCRETE PAf I 1 J ' SCORE LINES 7 I -I I' I i i lI —III --1 Y'" -11� ' 7\ COATS CONC. 6° °°1 I - _ CONCRETE CAP -........ MP WHITE ON (U.N.O.) P, _ COMPACTED GRAVEL 1-111-11.. .............. I .. TACTILE i - j BED _ C�( L I7 YELLOW t?I00, V /� POOL/ _. - -- VidARNING °° — -- I _ \ %�J - STIP \l C C7L A2.3 CONC. VAVP OL a ,t - — ; ; — t LOCK+LOAD SYSTEM, ��'$p� �"$ ----III---1 , ---- ; I 9 BB 1® @@ B @ P (U.N.V®�41@ P 6® 01 @- 11 1 6- —_ — c@.�caaacaa aac�x ° ° - —� �� INSTALLED PER 5°-6" @ 12"®4@@ -011 6l O' 8'-6@B 8'-6' 1 -6 1/2" oB-6" 8'®6ll 91-Ol@ 8l-01, R V 8 8 8 6 1 0 Kl �°A 8'-6" a7@-(111 4-4 6@_®N PJB-6" �B-a@@ a a I— _ j , ' — _I I \ MANSYFA6dT4dREBb@� flflfJ 7 G B l✓ &7 CP S9 V Cl V --- INSTRUCTIONS 1 . SIDEWALK AND PARKING ENGLARGED PLAN 2. DECORATIVE GUARD RAIL P4 " 1t " SCALE. 1/2"= 1'-0°° 17" PORCELAIN ENAMELED STEEL PORCELAIN ENAMELED STEEL �OF STALL f-IUNTCO HP BIKE RACK: REFLECTORIZED SIGN BEADED OR EQ. 17" REFLECTORIZED SIGN BEADED OR Eta. 1 2-6 MOUNTING: FINISH : G DER COAT, L-8014 BRONZE � STAINLESS STEEL FASTENERS. STAINLESS STEEL FASTENERS, MOUNTING: IN-GROUND MOUNT VAN/T-1ra 70/(�L _.._. WHITE LETTERS SYMBOL ON 0 �----- INTERNATIONAL SYMBOL OF 611 7" 36"X 36"BLUE FIELD 12` 6 364°° MATERIAL: 2"SCHEDULE 40 PIPE � BLUE BACKGROUND ACCESSIBILITY BACKGROUND(2 .10' vx.3 1°' MIN.HIGH LETTERING Parkingwth D.I�.v. PORCELAIN ENAMELED STEEL COATS} 2'-0'" 4'R0°' 4`®0'® 2'®6 364°' (VERIFY CORRECT VERBIAGE} - disabled permit only. REFLECTORISED SIGN BEADED OR ECS. ? C')1::�� : 11 N Violators subject to town under i ��; L METAL SIGN, BOLT TO BTL. PIPE ORS s71�.62 and 1 MIN. HIGH LETTERING 3 162°" POST OR BUILDING ELEVATION fined up to$250 (VERIFY CORRECT VERBIAGE) I ' e , ° u G a a under ORS 811.615 ° ° 1 164 GALV. SCHD.40 STL. PIPE 48 ,1 " METAL SIGN, BOLT TO STL. PIPE , 9 4 , ° /CAP POST OR BUILDING ELEVATION 11 . G ° 1* 0 3@@ IDE PAINT 11�� 'V °° �' ADDITIONAL SIGN AT VAN j a STRIPE,T FFLIC r vAN ACCESSIBLE ACCESSIBLY PARKING SPACES - ' (2 I)a° I d ° BIKE CK `�' LINE WHITE 11 j FLANGE COVER ONLY 9 ! `� ) @ G` I �'.sOATS a . ,0 CD � 9_l IG 4 SIDEWALK 1"CONC.WASE I 1"CONC.NASI f sa s i N p a ° a � A2.3 2114- ---------------M-------71—JV GRADE G DE I i i 4" I - ° ° I I d ( i c _., -c-' n = _`.{'-'c ° c cz -1� -_ `n o C� .c b C a =\� ? -_ ° IC_ I I� ^l ,< 8@@ DIA. CONC.FOOTING 6C _� __f s -1 °G ` �� -7' _, - "-, t I I ' `I r I 8'1 DIA. CONC. FOOTING 4 p��q � - - �- � � I A I- I _ A \ \ i � ego 4"CONCRETE RETE® P_ Vi P ��: f CV \//\ \\ \\ a �-/\ \\`' \ / \ \ '\\ \CN \ \\ G \ \ - t SLAB .�� /\ /� �' 1 I // ,/, // �/ �/, i /� //// — @I \ �1 �\ \/� A�>> � \�� \ \/ I I / /\ \;/v\/ I \//\ \ ' 10 / 71 1 \ \ \ \'/VA ;V'' NOTES: yv \ \ NOTES: �'' , /" \;,/ \/ \�// , / I c<a / \ //�,// SIGN TO BE PER LOCAL /. / / SIGN TO BE PER LOCAL /' // //\\//,//\/\ \ /\/ ' JURISDICTION REQUIREMENTS. \\ \\ \\�\�'` JURISDICTION REQUIREMENTS. \ \ \ \, \\ \`\ \\ \\ \ \ \ /� VERIFY Sl�E,SA fAPE / : \ / VERIFY SIZE, SHAPE gal; / \/\/ \/ /\;\/\/\/ /%.' \ ' VERBAGE. HERBAGE. 3. BIKE RACK PLAN �� '\ \ / 5. CARPOOL SIGN DE'"I'AIL 6. ACCESSIBLE PARKING SIGN 7. PAINTED ACCESSIBLE SYM . SCALE: 162"=V-0°' SCALE: 3/4"=V-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"=1"-0" - --- ------ SCALE. 1"=1'-O" --------------- _ 1 ___----------� -------------- _ = -- -- M. -=-___- - , ----- 1®1/2@" REFAB R� A --_ - ---- -TED --- - I-------------------------j - t - STO I -- A __ -ANTED ' I it 1 — --- ---- it -- , - - N I NG I ®,.�- ---=, -- - -- - L ii r- - _ _.. - I I - ___—_ — - ---_=__ _-- _ -- L_._.__._...._ --_-__— _ ___ - J -_.... 7� J . I F �.V-- '- -- —- __— �i 11 -----------I i _____ _ @ E N E R \�x --____ _—__-_ ____--__-____-__ . I _' __ �---; I I �� I � � . L- - --_ --- - �! - CA RETS - -.._ ---- -- 11`_:=r_:__:____-- -- - ----- -- -- - - - � F- --- HA D IL, PA11411 D I WALL I I_--i i---_ __ J -____ _-_ -___ __ _____ __----_ _ _____ -__ --.___. __ __._ - _... -_ -_- _-_- __-_ __- -_. ___-_._ - _- -_-_ _ -_ _- _._-- -- i —.L_ - ._.- .. _ LIGHT, EE ELECTR AL - [ -j 11.611 of ----- ------- ------------- Ji I ---- -- --- --------- _\� l _ - ---------- FOR M -- --_ -� _ -- --- - _ --- ---- - --- -\ __ --- ------ -- ---- _- ---- --__- ,I _ --- - -_ _=_ _ i - ?[ I I NFORMA ION 1 ( 7F----------- -I i! -- -�-------------�------------------------------ ---- -- ----- -- - - - --- ------ -----------------------------------------------,------ I _ _ _ I ------[ -- - ------ --------- --- - I ----- -- - --- ---_ ---- -- ___ J -__-_- __ - ____ _ _ F_ 1@: is - ------ ------ -- - -- ----- ----------- ----- - ----� Ir- ;` �) 1 I ----I } I� I __ __ �. _- jr, -- w ---I - _-_ �. _ ._. i _ - - _- F , - -- -- - - - - I' -- s -- - - --------- -------- -------------------------------------- ---------------- ------._ --------- ------ [- - [ �I a - - - -- - - ----- -------------------- TPortland Office: ------ . i\ II — — ----- —� ----— — — a A a r9 11� I I 1 f ----- ! - V _ 0 o � ° 9 f 4 ---It I ----- -------i --- - - ,, 9 � °� �; q 4 F 3rdAve, e 2 00-- - ( -- -- -- - - --- -- iI ` a Portland, F� 97214 tk � I 4 I ° e ° n t t s a ar ____- -_- _ i I ___- —----------- - ..° - _ v 9 a I e rc.i e� v I C. a e °4. --- —__-- ___-- _-___ ___ _—_.___— ___ m� – — 1- ° T: L,i a,.8 a.7�,t 77/ �I ,, II 1 !® °P 14 �o`- -�5>:-1v -_o -o-'i-,oma-'- ,>`..r P},��c.�:�P, ,\p-' l \ -- f -7327 -I-- `------ --- '-- --- i A a ° i, ( [_ —J CONCRETE SID WALK [ GSC TE TAI 3 �` -- , c \�; -t ,-!l� � � r, [-- --- -- - -- - - _ -- -- - 9 a 7 .V� Ct �C� Com' V `C L 7t V �C F, J � --- O'' O, �,�. Vic,_. --- ------------------------------------ 11 � 1 ii - \ , [ COfUCFETlE3EAL U !)-�V �V�/ >\_ J ;V `C ,c, .? V' '� I/ - -- - -- JDi - -- - _- A �1 -_ - - -I� ° ;=.} >,__C.J,` ��._i(��i C_%�, "C-/i � ` `%L_'. _`.'\_._.CS C l C --c- �`S }, l / `/ 11 1L____1 < ' S — _ 1 r- —_ -, a °., _ ,v_ P �c;,�,i=�)O �J \ CL.7--�� 1,--��,/ /'' , j� -- a �c a �' 4 Vn ✓ 1 P o- -' ------ ------- -----. -------- ------------------------- -------- -- ------ -- -- �- --- A�--- - ---- I - -- a 7< 1- `r- - V v A/ \/V�\\\/ ------�� — ------ --- ��-——-------------------i I----- �L___ L a�.�,,- _.,_�?w,C_��`�' ,,ver Jl�? a v /'.., lr / /`. 1 I — > ✓ y/-✓ ✓ c G <} �' 13 �, / �_ . ^P /\ \..... \,. - 1-1/ PREFABRICATED C. ,,C� ��c---�A �` }� �`�t' � �Vi� ' x �; '/ /` `/ / HANDRAIL PAINTED ~/ y 1, c, - / - o �� = '-o '' c�-. �oL r o -Cc` o 4 �cc vo ),of c _%- v / / \v/ V vV/ �, ° >� �. 7' c' �_ \:'. ?c r V ;�� �< � �, . A A CONCRETE RETAINING .3 �. / / �t 1L: v V _ ?�_. ice. ,�: _/lam .::��_ �.:y -� � \// / \ / / `�> ) %`)__ � t \ \ « ?�? 1C )V��, ,C� '}C7 C7 �C_�{ 3 1�� �j1' �r ,C A A ,<'/ v i' \ //// \ ��/AtL _ W .A� rC'�11t C't+a°C°O�TI ;�---------� ---- —� ------ -__ - -- -- - J _ !_' �_..� _:�...- V-1 / _>~� �...1_,- Av ���+•^ ��_. ._A V-r / / .,/ �'/ / / B is �- L -- A------- ----------- --- -- r /-- P o 4' o `_%- o.r -.../ ' '_ a./--� _ 1---� - ,%'1c `a P,-./'mac '�``� 1 - V' V j 1 _6 - -- ----- -- ) ��' <-V V` �-✓ / /V �C_ �1���V 1� Y �1CV� r ,C / / / / /' / ® ,°'�1,. - A'-'t / /. / ' I ' �' �._:'����. '��� i`-t tv / /'/ A.. / /�.../ �,/... / / / % --------------a �TTAIPa "�'" -- --- --- I j ° L_' �_ ` \, A \ y \ T✓ 1 � Z �' `� v A . y A \ A A A ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 7 C /C �� i' �, / \ Ci v 71 ,c_ r iv_I( -c.._., ,CV� ;t C7 C?, J��C_i�C�?)� , V \ \ \ / \ \ ' ` `\ \ \ `\ 7�� =;�� P_ Pts. > A P(_- / �� „ ve,-_ _ '_moo �,ts , ��J_ v_ { :_ �� _ /\ f PLANS SET FORTH ON THESE SHEETS ARE OWNED BY i I -----------1 L -------- - - - -- -- —' / V / I \ , A \ V \ �./ .i 1r✓ / / \ f \ \ \ A . % V - I it t�f 818 tC -- - < - - s �aE�E 5 �. �I v a _ � � �_.� � - / vv/ v / /.. / i /1 V/ / /i' / �/ V / \/ �, / /. / �// ", / ! ---.._- - AND ARE THE PROPERTY OF ANDERSON DABROWSI41 -� I -- Ii '�� �---- C J )C 2 C:� i / / `. /\ /v i / �'� / v. `. /:. �/ / \. / 'y/ /. / ' j / --- - - ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF I - -F - G __,� u --- — - - [ � ___ A \ vA vA v� v v \ \ Av A \ \ v�� v� v v� v A' A'v A / v --- - -- - -- eI/ Ac o v \, A \ - m}- SAID PLANS REPRODUCTIONS IDEAS DESIGNS AND/OR \ STAIR SECTION — — — — --------- -- A N I � �.� -�/ , " �'\�\ ;/` \;' \i• \/ \ ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION I' -'-- - __ -------- ------- - a r I '�, �`Ic)( l ,, _/-=;/ ./ // V / ----- ----------------------------------- ? - --- -- i -- ------ ------ ------------ -- . o n`-��P`- P_'-- / / \ s OF ANDERSON DASROWSKI ARCHITECTS,LLC,IS [ 1 �� ° )C' � V C / / / \ / / 'v� / 1 _ b . PROHIBITED BY LAW. �' �, - -I _ -� ° / -< / �� Y` _.r SCALE: 364 =1-011 - ° z . J `i a �� �; <° e ° - , . V �_ ( v� / - _ -- --- - // / / y// . / v _-- @I /� / / / / ,/ n �° d RED ROCK CENTER _ -\ 1c' �Ca ? _ c �C_j��< c A \ \ \ \ PHASE IIA ONSITE BID PACK 20 � � v \ /\ \ / \ \ \ �— a .3 -- ---- 1 11 ---- -- �� ` �7 / / / / - — - - ----- -- N ----------------- -- / , / / / / /% a \ G �� ��( / // a _ SW 72ND AVE AT SV1l DARTMOUTH ST 1 V ?_ ?\�\ 7 ____ _-- __-_. __.____—__. I--._ _ -_-_--._ --_.__ _.. -_----__� -__ =v 7 `G / P ,O \\ // / -c a J `-��-J j� --- I [ >�„ TIGARD, OR y A `\ "\ \ an— L ,rI c_ > `� c> A \ ,A \;;/` \,'' y y �. ---- ._HAN[ RAf.I PAIJITE� --- G ��1 11 ___ �< / / / / // r / v / / / / / / y4 ° ;� <� —a-- I I --- �_� ,� � �_. ! _ a �-,r—'� �_ ° — I --- —_ _ — \ \ \ \ \ \ \ \ - --- - ---_11 - ---1 r—. _ (-- ( Cl R/--`C ^rC-� P /-')C(�� \ \ \ \ / .\ %`\ \ \ \ \ \ \ / \ ,' .,G la r a -G \('> -�P P�` 'l"�C F_" \ \ 1 a Q r // `i / / / / // �/> / --1_-------------- --------- --- ------ ' ----- - -- - �n�I 9_. i � I1I ' \=1 1 dbI l / - - a \ \ \ ° 9 / � 1 ONCRET TAfN1 J � ;« P P � , )/_zA'� i,0 ` l �\ �� v13 - ?` \VA ° q / / / / 0/\/�'x//>'\x"' \ 1 —a 4 1— // - RevISIC7nSCONSTR07 1 o ° __ L__L__ r7----- ------­_ - ---- C ��� V \ / / / / / \ / �/\ \/ `\ \ \ // i G �< kP- / 'J \ \ \ \ \ \ \ a' - G. \ / 0 I 11 } 1 11.23.11 a r e C O" P \ \ / a ✓ �J @ -\ a U C : - — — f` / / / i, --dr / A / / / /\ / A / / - t AV a n °a° u - _ - v r \ y. /: / v / / V / / / ---V C-� t, �_ y v era �� _ ° ��)�` JC��j )Vv� \ \ �. v "\ V__ A v a v c -�P P- o v 4 r �--�o A \ \ \ ° a C C / �' / V / G o a r P V/ \ \ \ . \ \// A \ \ \ \ \ \ � G y'� I / — �� �� / I , , ._ _ / , / / /, -- �>�^") rr 7 .--7.v v \� i t=; y_�' )>I .7-V 'C7 ':7' t `(j< 77` 'C ° ` v - _ - I G �P C �✓ --\P O 157-%-�P \ � / /- \ / � '-\P �p /"C C> / ? 'V iP / t _ '-',� /-^C � 'P 14 / 7 P / \ V A : - - -.moi`('' 7' l -\ `-V, ( ,y1 / A ( ✓' 'l_ �- IAV' ,-_/ / ,\jy� / / - - 1 � "7 _ / �/ :��X/ gra �P P �� >>// / / P o 5.11 -,� � vP v .P_.- -�P �_ U -,� -��>_ ��`__. C'-- Pte- P n P A / Date: 01 2 �I V / / / v � �.,- -\ �—� �� `� \ vv \ \ \ \ \ v\ \ \ v \ \' y — ; — ° a I @ v \ ° . �Cy7�-� �l -, 'c� � A y; A i O� :C%< 'Or ��-C�� A `v A � lG � r���7 �`C� .� �CJ( )�>`if�� -���-���^� v \"\ A� \� \/ �V/ `/\�\ a :V'�)1 ��✓C �:��L.1 C_,C \ / ':A v\ V A % 21 `� .tea _ �.i _J o_ \ \ " v v `\ �..� - tCJV �_.�` �'�.,1�-'\,J V A v G o;:' _~ o_ P P o v \ \ \ \/ \ A \ \ \ \ a v_ A %\\ 1P� c v C P c P �o 0 0. Av\ \ \ \ v. j Scale: AS NOTED a �Pnc� 1 \ ,/ \ �} �<� A / \ / \ \ 3r-:- / / �/< v / / / / �,� P _ :v ,P �� a �P �_ P / \ v. A A \ v :\ /�\\\/ //\X'\/ v l A 1�, ' 13 l c \ Av v., v V A /,, �. v / - P 1>� ,o_.: o / \�, /v / / / / PrOJSC$NO.: AD 05183.01 / C7 ,C_t ?...� 1v_: V C� JC t J<_ / /' / ;i / y / v _: _ _J- t _.C> -P C 7 �. C / / / %/ ,:' /� / / / / % / ;/ / / / / / / v ;-,/ / l 1 / v ?_.�_ 'V C �C i %�� - > )_ v V ` A / / v / yv / `'E,/, / /% / / / y / v / / File Name: 05183 A2.3 v V VY )"- c � - / / / v / �. v. / /v. v / / / / / / / -, C L( . V / �\/ / V/ v / y / \ / /. \\ , v \.. / / / \ v\ / i v /. -� v J �_���\ -���� �,v/ \ \ , \ \ y \ \ � \ `v A \ \ \ vv A \ ��� �_1� ,.. tom- __� ����-�,_.;� �_ _� \ v \ \ v \ v \ v \ \ \ \ ,v / �/ / ,/ � � / / / , �'..,.. �V �V %"y C_- _ v_ 2 wA' y,. '/ A \ r . _ r��:-,} �,__ _ ..� Vv`\ \ v v v v, A v. A \, \,...,.. A A \ \. v ,.A A { LJ(_)��l_.� A_1-V J�� , �. V / / V ^L-i-'__"- V P _,�L.; � _,��..a_,P _.,��..} P`�_o /. ;, f \ / Av v A; \ \ , A \ V , A \ \ / \ r a / P_ �� / � \ \ /' ,__v A \/' \i A \ \ \ /' / `, A; A \. :% \ \ /\ \ �, ✓ v, A/' \: A \ \ \ \ \ / \ / v \ \ \ \ \ \ \ \ / / Drawn B�: MJW 6 KVR \/v / / � / / i \ \ vv� \ vAv v \ \ \ \ \ \ \ \ \ , A � , vv� \ ,A ,vAX / xA: A v A \ . \ \ vvA `vA v v� \, \/ \r\/v / / \ v. A \, A \ \. v A / \ \ \ \; \ \ y y \ /\ \ \ \ \ \ / A / v\ ; \ ; A \ \ v v. v\ v : A \ ; \ \ �. v Av vy. , , v , , A \/ A v Checked By: JMA / ;v \ A / A \ \ \ I , / \ \ \ \ � \ /�, / /, A \ \ \ v // v \/ \ A, A \ \ . \ \ v, A/ A/ A \ , � v A \ \ \ \ \ y/ , v; A A \ i\ \ \ i / /' / \ \ \ \ \ / /%// / /./ vy/ %/ v / v, ,v \\y/\\ \ ��y� \ y,y w.v \ V / / /� / �/ // v y , v /, / / / / yyyyyy v /yy / v vyyyyy � y v v v /vyyyv / � y , v , v /vivy , v /v y ; vy /y /\/y/�\ \�yvyv \ v\ y/yyy /\ y / � Jurisdiction Approval: STAIR SECTION 10. STAIR SECTION 1 1 . STAIR SECTION ® SCALE: 3/4"=V-0@B SCALE: 3/4"=1'-0" SCALE: 3/4"= 1'-0" DECORATIVE RAILING NOTE: NUMBER OF STAIR AND LOCK t LOAD BB 2'-511 1'611'@ V-7°° 1'-6" I 11-611 1_'�v 7 I 1, RETAINING SYTEM TREADS VARIES, FOLLOW ENLARGED PLAN ABOVE 1110 1 01 SEE CIVIL DRAWINGS FOR CONCTRETE BUILDING BEYOND 8'-011 10 MORE INFORMATION ON CURB ; EXTERIOR WALL WITH 1 16211 STEEL ASPHALTIC PAVING I STONE VENEER PRE-FABRICATED -CL , HANDRAIL, PAINTED 162@'RADIUS, TYP, v / PREFA63RICATED CONCRETE i CONCRETE STAIR WALL WHEEL STOP ° CONCRETE STAIRS DECORATIVE GUARDRAIL W a STAIR LIGHTS, SEE \%,\ Id a 21_0" 1 F ELECTRICAL DRAWINGS CONCRETE 1 162"STEEL i 12" 18162@@ RETAINING WALL PRE-FABRICATED 168 � rt PREFABRICATED AND PLANTER HANDRAIL, PAINTED `} G7 9 HANDRAIL, A � STAIR LIGHTS, < � `` a � PAINTED SEE ELECTRICAL CONCRETE. STAIR WALL � `i 6 16 DECORATIVE DRAWINGS �\ Z Q �' 4 a s � GUARD RAIL ° 8'-O" CONCRETE STAIRS � c G Z d ,'� CONCRETE 11 11,5° RETAINING /\\ I --- --- ---- B - \ \ d — - - -- ----- ---- 11 �n- WALL /� \/ 16 n c CONCRETE / '--- STAIR a \ `X! 2.3 ° //\/\\ o /"1 j�✓" )��?� _/� L.-/lr - ` .V ��`\--�� �( - \(\✓'` --/ `�\(`\ '� � 2_'P ) 7 _ p C ,. { N{�RETE _ l � ,' \ l /\;/\./ ° a a 4 ° a °. - - 1 - _ / V _ f �r 1 .__ P �f" ` - .1 Ie SIDEWALK \ \. \ ° n Q a° \. \'� - - /> G - -V("_. '� - -'16 1 � - <`>�_ -`�"_�"'V� �'^ moi' \ \ �" a P a ,� ° ° °4 / // i C a P f-U_75a`4o }. /' / 1 - �J1 _ CY \ 4 I V \ J ��V 4 , 1 0 0' v a o' o'` o c `c 9 0 o / \ /c // /. [1 C I \ r- / \ i`" - \ \ ` L (� o �. \!\ \, \ \ t, V_�5 C\ \�1 ) `� \ \ \\ \ \ - f '/ Shut Title: }fin ✓-`i \ \ a ;, V, \- l '-_2' i� J\- \ / V �C��\ <... _, ,\ ''\�; \ \ \ \` \i \ '.\ \ \\/\`. _y > /- C� /--\V ,moi---\-> _\ L-.- f j /. / \ \ \ +7 ./-\P o @..°.�,..vy,11 . ° ' � 3 / / % �//./,/j % // :/: // // %• / / / \ —\� —✓ ! / / / / l�� SITE DETAILS z -nV, r y ta'V. t� r // '/ a \ '/ r / / / / /. / / / / 4 /. '/ / \ ~()'\—� �� �� �� �i \_�Y / / ;\ /\ _s f Q <�z J ¢`\� \ \ \ . :\: \, \ \ >\ moi, ,. ,� 1 ; o4 �,' 1�r,�-> V 12. ST I E`CTI0\N --AIR S CTION -YPICAL CONCRETE STAIR TREAD L STOP 16. GUARD RAIL DETAIL W/ HANDRAIL ® Sheet No.: SCALE.: 162"=1'-011 SCALE: 1/2"=V-0" SCALE: 3" = 1'-0" SCALE: 1 162"= V-0" SCALE: 3/4"= 1'-0" i I 7-7 i 12 INCH LATCH BOLT W9 PADLOCK STAPLE-WELD 3916°"MIN.THICK GUSSET FOR MOUNTING STAPLE 30 INCH CANE BOLT W9 FINISHED STUCCO '. KEEPERS IN OPEN AND SURFACE, PAINTED CLOSED POSITIONS WITH MILLER 3165D 101®01° FALLING LEAF BARNETT BATES GATES: FINISHED sTUGGC} TORSOGRIL TALIA 100 VIEW SURFACE, PAINTED _0 i. BLOCKING GRATES WITH DARK BRONZE ANODIZED WITH MILLER 3176L FINISHPINON GREEN 0000.1FOUNDATION-SEE FOUNDATION-SEE L A / r � STRUCTURAL DRAWINGS FOR � ETRUCTU1 L U �7 /Z� L- - - - - - - - - - - MORE INFORMATION - - - - - - - - - - - - � — � DRAWINGS FOR MORE - - - - - - - - - - - - - - - - - - - INFORMATION <7 111-1 A 3. TRASH ENCLOSURE DOORS 4. ENCLOSURE SIDE P4 ;, D d O� Cs SCALE: 1/4" V-0°° 00F-�TO DRAIN < ` SLOPE TOP OF WALL 1:12 r� _ '' 3 CI 6'-0"A.F.F. C14A- 2.4 HEIGHT 3 41 Dir \ : 011 All 5 L1 ` \ �� 2x6 PT WOOD STUDS AT 16°"O.C.,6x6 A2.4 4 POSTS AT CORNERS kv 0 F zo SLOPE TOP OF BAND 1:12 a Zj<r 2°-6°° A.F.F. CL OF BAND `J PAINTED STUCCO --- 1f2'"PLYWOOD SHEATHING d 4'°SLAB ON GRADE, SLOPED 194°/12®" TOWARD DOORS Yoe\\ 0®0° F.F. v A2.4 a e 2. TRASH ENCLOSURE TRA H ENCLOSURE SECTION A N D E R S 0 N ® SCALE. 1/2"_ V-0" DABROWSKI ARCH ITECTS 1 CONCRETE 1 fL NOTE: FIELD if1=RIF/ WALKWAY LENGTH OF MP. STEEL DECORATIVE GUARD IL, SEE DETAIL 2/A2.3 CONCRETE CAP 2 X 6 CEDARCAP 3"-0°" CONCRETE SIDEWALK STEEL DECORATIVE LOCK°N° LOAD RAILING, SEE _ RETAILING WALL 1 X 4 CEDAR DETAIL 2/A2.3 PUBLIC SIDEWALK TONGUE AND LOCK°N` LOAD GROOVE PortlandIC RETAILING MALL I 4 GAS METER v 1430 3rdAve, t 200 CONCRETE CAP ortl n 97214 2 X 6 CEDAR n x-Y T; (503) 2397377 CONCRETE WALKWAY ; �� \ ���� t �"� X�-z /X FRAMING/,% F MILD E `` t� �-? F: (503) 239-7327 SLOPE \\/�\\�� \/��\� _' , , 4 X 4 CEDAR POST /\� POURED INP CE ,,^lr.__/`\ 77-77-1 _,77\7 _ nl 4? c iC..'. a C ",�5./. ��- �./ / J y t�C � - / CONCRETE l-` -.r �• y-,/ fes-✓'" /' X ` - o dot ,--, C \ .) VL` C."'SV(_) _1 �"'s }V�' c7 �.)-',1 )c �-� ¢ 1V -nom. }c 6C✓p\ 1 .� _ z`. -�'. - " y \\ \ \.; \ \/ y �Qr;�� lk� / l ✓y^ y r :c, � - C `/ QCr OCA( C ' _i _ _) (� \ \/ ,.../ X FOOTING \/ \. / / / / / ',.,, /, / ., / / / / /, ; / , / // /, / / / ,.... /; / / / / a / / ,: \l , ''...: /'' ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND \ x1- X'/\ \ \ \\, \ \ \, `\ \ \\ \ \ \ : \ \ \ \: \ �\ \\, \ \ \\ \ \ \ \ \ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABRaWSKI SECTION�A V\/V' \ \ \�\/\ v:: /.. ' ARCHITECTS,NLG. ANY USE,REUSE,aR DISGLasURE aF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR STAIR SARRANGEMENTS WITHOUT THE WRITTEN PERMISSION TAIR aF ANDERSON DABRaWSKI ARCHITECTS,LLC,IS SCALE: 112°'= V-0°" SCALE: 192`°=1"-0"° SCALE: 192°a V-0°° PROHIBITED BY WW. E CENTER PHASE IONSITE SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR T TIO DOCUMENTS Revisions: A 04.07.11 1 11.2$.11 Date: 01.25.11 Scale: AS NOTED Project No.: AD 05163.01 File Name: 05133 A Drawn By: MJ 9 KVR Checked By: JMA Jurisdiction Approval: Sheet Title: SITE DETAILS Sheet No.: co N < 41 Rol 4 4' 1' 4 1 . 4 '4 4' ' 4"/ , / '�q 4 4, j 4 . f 1/ 4 41 J Nf 4 V 14 4 4 4 Iq 4 Al 1 41 J 1 1-4 4 A :5 1 ., / 4 4' If 14 71 4 _ss A A 14� 14 ss A i � - s 4 4' li, I \4 ARTMOUTKS ' oo 4 " TRtt: 00 , 4 4 qk I I I - \- . . 4. 4 \ . N '4- 4 (D 4 , -A 14' 4 ,7 \Iq I \ 4 V 4 V A 4\ w q ------- 4 4 4 vv wv + . �q .1 4 A' w 4 4 4 T_ q,wv 4 4'v AA \ 4. N vv j F- A z Lli z 0 0 V) 75 L /F LJ 2V cr_ LLI RAMP LANDING z cr E 0 H SIDEWALK, 0 7 BUILCING A MATC RA V) GRADE 5; _j 5 SQ FT u i LJJ w LL- WEDICAL 23 4/.'2 0 H FF::= 2 4 1 . 2 FF I OFFICE - 1 15 2 9. 6 U FF ' 237. 2u 31.49 Lo FG .5 Lo 2 .8 Tc 2 + 4 Tc 236.12 236.52 P LJ- .52 2 _lU 0 04 . 2 _+4-1 1 0 -1-H .A 0 " C0 Z -. 0 -5 141.3 0 �- - 3 0 C:� ca L0 _j c� CL D 0 Y W ............­­. 3 5 vi V! z k1l, 0 Lu A-vr 22M V1,31,124 14,758 N ­�A < EIMMI Vl`,�� 7r > & ORE ui N7 Ira 2 20 04 &Z" _j uj x 4 0 A f Tc CD EXPIRES: 12/31/2012 34.2 z < p, _j 2P x cf), > z z 248.5TW 0 243.8131W < < an no V' F- 0 LLJ ov i 477 a- F cr_ 0 4W U- cn A 0 Lli 7) F" in z ui z _j z T, 0 4 U- 0 8 < N Z < ;3 0 _j 3 Z T > F- a— N 0 1 /� �A, I I . f f U- < ca Ile) 0 D FJ3 00 U) 0 z _�l NO� Z p& LLJ --j-L V�, ,rl < 511 .1 Rl's W a- q N-4 gg D ki'i , I'll A, 10 w j + T­ 'J' cr_ z �_j x 0 ujz gg Ld < N, 00 0 0 V) uj z 5; -MAM 0 m 1 03 Lu w 0) F ro C3 0 w x a: 0 M < V) "t M < uj N cL ca X .. GR.ADING SP.O.TELEVATION.PLAN > 0) X BAR IS ONE INCH ON DATE: ORIGINAL DRAWING 00 N �:w U) 0 mommommom 1" 4/8/11 t: I 00 'w 0 0��x 1 0 20' 40' DESIGNED BY: CHECKED BY: 04 r 0)ME to CL_C,4 N 00 JOB NUMBER �� I c� x lom w W uj:m DWGNAME: :2 2:2<�jl <f'—F— U-1 z 41 4 4 ;14= w w F_xu_ W>Owuj C4.1 -J<-i(nw SHEET- E(ncL=)x omm mmmm NONE momm co 00 r1l , < T FDC _p p 17- _TZ z T- 44 T`IN 4-4"t EXI� p PR\ p CONDUITS BUILDING ADDRESS IDENTIFICATION PLATE C' INSTALL WYE GALV PIPE CONNE T TO EX 41 4 17 TO EAST. IE 215.10 6" SAN LATERAL 46 INSTALL MANHO" 7, IE 211.2D± 4 04 RIM 219.86 vv 10 LF 6n PVC S=10% ,w ALL 85 LF OF 5�j 1 0 IE 215.45 4 1 /Z f CA 2X4 �r,wv e CONDUIT - KI 20 IRPJGATION PIPE GALVTHREADED z FLANGE ADAPTER 0 F- M 2 < A. 0+47-74 Ld V) F- 4F, Z < Al UJ U ffil 11,PIP 15MIll PIRINIff, �a - z INSTALL 6.2 LF 5 PVC :2 Z S=26.5% FOOTIN /Lr 0 Z)=-1 AKDA 0 0 V) 0 "/11, 0 V) X BLDG CN *A' 325 6n DI SPOOL--,, > 0 Z Z' to /ULU/U /A Z < INSTALL C.0 �2 1/2" SCH 80 PVC 1 11 /1/ Ir �[ i P < .7 BLDG -C'167 LF IE 230.2 - 6- PVC PIPE Pd�li;l.,lo cr :2 FLUSH W/ GROUND SCH 80 PVC w W cr- IE 217.10 1,11/2 INSTALIL 90 &TERMINATE w FLUSH VATH GROUND. CAP END t CL < 10 'm / COORDINATE WMECHANICAL ENG BALL DRIP V) co a 35 PRIOR TO INSTALLING. ROOFJ DRAIN IN CRUSHED z X 17 R9 v p15 19.50 IF 60 P 0 0 BLDG R 1-1 ui w ITF DRAIN�vc 1 p6.50 KUQK S_ .63X IE 2 U) V) 325 LF D I 1,_�: v _j DI 90* ELBOW MJx -C- B LD/G '�B' B LwDD G MH #3 31 .1. STA. 1+61.2 6" DI VI) IE 2.3.5-71 - ------------- /S=2.515w� .308 16. 01.49�F 2" P VC 5.4 a) ----------- 5 m cj) Lo cr) CL -- C�p c� 10 LF 6" D C) a" tu RIM 2 y THRUST IE 2 4 BLOCK `TALL r PERM N ' \4� v 6024 j,8rXj' DUCgR low now I t�/Zzd-pl 1 /44 low son 9 ma'a LF 12" P\/CSD Q) 4 LF DI llo.07- "-*_ :, 0, 2 Cl mm mmm mlif mm 1�m A I Co A FDC DETAIL LF C) CL w z SCALE: 3/4"=l'-On do m phnr PR IE .217.00 rj I 1A 1 qlL 11 1 \, A� 1 vX6m R IE 8" 2 A x L _j 35,7 OREGO Et C� 00 00 % 7 0 L Ula' CAP PV A. IE P41,48 STORMTECH DETEN11ON SYSTEM x4 25 6" S-15. x 1/2 AREA: 98.6 L X 20.5 W 50 DM EXPIRES: 12/31/2012 u 6� o 7pip)� -CHAMBERS: 52 /-"FIRE SERVICE. CAf.,END. 17 4 < BOTTOM OF BASE ROCK: 225.25 mARK END-w/2X4 "D F-: 03 RESTRAItf 14! B D f --BOTTOM OF CHAMBERS: 225.75 ACK' 0 > TOP OF CHAMBERS: 228.25 Z. 7 52 LF-2 PVC SCH 80 E 238 9 8 Z ui D TOP OF ROCK BACKFILL: 228.75 "'PIPE 7,CAP END. pi W fljr� 11111, �3 11 A MARK END W/2X4 00 Q _j Imm ow-mam mm__,!!ww_mm mm 1!5= mm "m mm now 00 m= so= Z 0 T_ 03 -- a- 0 1 1 1 <-j \ Al-o r- IT 1- 1 i x ,E 239. D z MARK, m: LLJ W/-IX4 < V) W _j + CD -Z Q_ F_, cv 4/, 4 Zj _j NOTE: CITY OF `nGARD ENGINEERING DEPT TO UTILITY PLAN REVIEW & APPROVE STORM SYSTEM FROM 00 D Ile) 00 STORMTECH DETEN11ON SYSTEMS TO 30, w UTFALL. x 4 a_ SCALE: 1"=30' WAjER_LQNaMQLj0N NQTES 00 00 < < 1 REMOVE EX BLOWOFF & INSTALL 90' BEND a_ 00 2 INSTALL 75 LF OF 8n DI PIPE TO REDUCER. QATCH-BASIN DATA �AN H�Q L E�D A�TA 0 ffi 3 INSTALL FIRE HYDRANT ASSEMBLY (TVWD DETAIL 101) 1 6 1 z GRATE - 226.55 GRATE = 235.45 72DIA W.Q. MH w/ (7) CARTRIDGES 4 INSTALL 3 - 2" TAPS (TVWD DETAIL 7 & 702) x 0 IE OUT = 225.55 IE OUT = 234.45 FLAT TOP 2" SERVICE INSTALLA71ON BY TVWD z ui 22.40 LF S=23.OX 2.00, LF S=375% RIM = 233.7 5 U.1 0 INSTALL 2 X 1 )!r REDUCER AND INSTALL 1!r < IE IN 12- (N) = 222.30 En m WATER METERS (TVWD DETAIL 7). AFTER ca 1 0 (n 2 7 IE IN 12n (E) = 222.30 w > METER INSTALL 2" X 1 X" REDUCER. TIMES 3. z w GRATE = 23Z85 GRATE = 241.90 IE OUT 12n (W) = 220.00 D 2" SERVICE INSTALLA11ON BY TVWD FT V) IE OUT = 231.85 IE OUT = 240.9 INSTALL 3" OF 12" 9 D 1.5 LF S=176% 2.00 LF S=150% 6 INSTALL 8" X 6v REDUCER & 10 LF OF 6n DI PIPE. m TO NORTH & CAP 12 uj 00 7 INSTALL DOUBLE CHECK DETECTOR uj rl) 3 8 GRATE = 233.07 GRATE - 242.55 60' DIA MH ASSEMBLY W/676 VAULT (TVWD DETAIL BF1 00) IE I OUT = 232.00 IE OUT = 241.55 FLOW CONTROL RIM = 234.60 8 68 LF OF 2" PVC SCH 80. CAP END AND MARK x 1.75 LF S=100% 14.31 LF S=24.8% WITH PT 20. CUT 2X4 4" ABOVE GROUND. _j 0 IE IN 12-(N) = 225.05 XM I CL 4 9 IE IN 12-(E) = 225.05 lAeL 6' DI APE 9 4" 01 w/ FDC RISER. CAP END & MARK END TH 2 4 UILDING "C" W Lo cL a,3 GRATE = 235.60 GRATE = 241.50 IE IN 4- (N) = 228.00 VENT w/ 2x4 CUT 4" ABOVE GROUND. oe�FIDC Ix ­ IE OUT = 234.60 IE OUT = 240.50 IE IN 6- (NE) = 225.05 PERF TE: On _j ronx5; 3.72 LF S=56.4% 10.07 LF S=29.7% IE OUT 12'"= 224-85 10 14' 6" DI. CAP END & RESTRAIN 14' BACK. BUILDINGvA" IC 00-w cb Kj C-) MARK w/ 2x4 CUT 4n ABOVE GROUND. n 1 5 10 INSTALL 4n VENT PIPE FROM TOP OF CHAMBER INTO MH ED BY: E3 scl: GRATE = 239.33 GRATE = 241.90 11 REDUCED PRESSURE B.V. PER TVWD DETAIL BF302/C6.2 "'04 C43:00 3 AAR BDL IE OUT = 238.33 IE OUT = 240.90 12 FDC RISER (SEE DETAIL THIS' SHEET) 3.48 LF S=72.9% 22.47 LF S-8.9% 48" DIA MH W/ 4' DEEP SUMP MN C04, RIM = 234.90 ATTACH BUILDING "A" ADDRESS IDENTIFICATION PLATE PARTIAL PLAN JOB NUMBER ;�� TO FACE OF FDC RISER. d: X IE IN 8n(E) - 225.34 10838 uj&i IE OUT 12-(N) = 225.75 13 INSTALL 2" TAP. REDUCE 2nxl 1/2" 0 1w 29 Gj W Lii:m -(W) = 225.54 AND INSTALL DUAL WATER SERVICE (TVWD DETAIL 8). DWG NAME: M mm< IE OUT 12 P10838-05.0 UT <I—F-­-U_ SEE IRRIGATION PLAN FOR BACKFLOW. SCALE: 1"=10' z UJWF-XU- 14 FUTURE DCVA BACKFLOW DEVICE (TVWD DET BF 101) C5.0 OLUW ET _j< (nx SHE E U)_Qj_:)x NEW COMCAST PEDESTAL PROVIDE NEW 1730 VAULT, (1)2-C. COORDINATE LOCATION WITH PGE ZL (1)4-C. NEW TELE VAULT SW DARTMOUT S ET PROVIDE NEW 1730 VAULT, EXISTING PGE VAULT (1)27-a NEW PGE VAULT COORDINATE LOCATION VW41 PGE r — — — —— — — — — — — ———— 4- - -— — — — — — — —— — —— — —— — — — ——— — C. 7 — — — —— — — — — —— —— — — — —— — — — —— —— ——— —— —— — —— — — ———— — — — - — — — — — — — — —— — — A r N EXI IN TELEVAULT PGE MICRO PAD PROVIDED "C�Ty'l?, (1)12'C. AND INSTALLED BY PGE. BUILDING B - t= PROVIDE GRAVEL BASE. BUILDING A J SC COORDINATE WITH PGE PAD SITE ONLY -2-C z 1 (1) A 11,115 SQ FT B _' �;V� - <�== P / / 7,725 SQ FT uJ u MEDICAL MEDICAL OFFICE - 3,850 < OFFICE - 11,115 1 RETAIL - 3,875 3 Z 444 - 1 1(4) JJ14 (I)-2-C. C-4 TO XISTING V L— L Q/ PG POLE 1-ftt- #01 2 1-/ F1 WETLAND 1 1 1 1;16TS1O1U1i(CA z AND RK'FOR 4 fUTURE 74 1 9 61 RESERVE SION TO PAD B (1)TC. UJI (lKc. 121 16 OREGON vi� hL+ L//z #10, loc. z EXISTING LUMINAIRE BE V SA3 L(2)48&(5)-#1 0 in 1"C. TRANSFORMER PAD 41) I I A K ui REMOUNTEDION RELOC TED EXPIRES 12/31/12 POLE AND R�CONNEC D TO EXISTING OVERHEAD #10,I*C. LIGHTING CIRPUIT _#10, 1-C. L 2A A if iSA4 x J 31H "A FH it ---------- F_ 1515 SE WA71R AW. JL I if 110 1 =TE 4W F % F PMTLW OR A 97214 3YM DMM CONOMTAM W. 50,3-248-0227 FAX 503-248-OM s WAMNS If I #8'INC. z 0 PROVIDE TYPE�C LUMINAIRE 77777�7 A N D E R S 0 N �2 TYPICAL FOR SA4 SA4 '-2L \�� TYPES SA3&SA4 FWORK. DABROWSKI 68 IN THIS SCOR . ........... IVO&WO STUB CONDUIT SOUTH FOR #10, 1"C. if f FUTURE EXTENi3ION, V J4 �L17io 8 ARCH ITECTS 1 1 It #10, 110C L L C -H L 11", A J gm M it STUB DIN OUT,CAP AND M AK FUTURE t EXTEt &D C it sc H Portland Office: F-J BUILDING C - li if 1430SE 3rd Ave, Ste 200 FUTURE PAD SITE I : 1 STUB CON UTFOR Portland, OR 97214 i i if 11 FUTURE PHASE OF WORK T: 503� 239-7377 2 FLOORS F: 503 239-7327 F=iA 20,000 SQ FT tN I L GENERAL OFFICE - 20,000 if 11 if it lit BASE COVER PROADE POLE E HL /> AT BASE OF POLE. PROTECT Vil 11", 45* TOOLED W" OF SLACK CONDUCTORS www.ADarchitects.com EDGE. NTH PLASTIC COVERING. UNTIL POLE INSTALLATION AND PLUG T_-4-- ALL IDEAS,DESIIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY USE PREMOLDED CONDUITS TO PREVENT WATER EXPANSION JOINT COLLECTING IN CONDUITS. AND ARE THE PROPERTY OF ANDERSON DABROWSIQ ARCHITECTS,LLC. ANY USE,REUSE.OR DISCLOSURE OF FILLER MERE POLE BASE ABUTTS V-O' MIN. TO CURB, TO SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR PREVENT DAMAGE TO POLE. ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION CONCRETE SIDE- WALKS OR OTHER OF ANDERSON DABROWSVJ ARCHITECTS,LLC,IS CONCRETE. -NUT FOR LEVELING. PROHIBrrED BY LAW. cd DOUBLE I fill If MAKE POLE PLUMB. 1--7— -7 FINISHED GRADE 7—7 — �'7/ -7 Red Rock Center SW 72ND Ave at SW Darbymth St Tigard,OR '1'7 36" /4N METALLIC SHRINKAGE 6' RESISTANT -0' GROUT �x CONSTRUCTION DOCUMENTS CONDUIT Revisions: 7—1,771-1 ANCHOR BOLTS SUIPPLIEDWITH IF J POLEINSTALL PER —CAST IN-P MANUFACTURERS LACE CONCRETE BASE INSTRUCTIONS. KEYED NOTES THIS SHEET t- rr -+-;._-20' DIAMETER CONCRETE STEEL 24' DIAMETER ROUND— REINFORCING BAR CAGE 6-#5 (D PROVIDE NEW 577-PGE SWITCH VAULT WITH 57-T-2-332NS-PGE LID. COORDINATE EXACT LOCATION AND FORMED CONCRETE TICAL BARS WITH #3 HORIZONTAL REQUIREMENTS WITH PGE. -"x VIER Date: 10.06.11 "v BASE HOOPS ON 12' CENTERS TIED TO VERTICAL BARS. 24- INSTALL NEW 2x3'HANDHOLE FURNISHED BY FRONTIER. LOCATE IN LANDSCAPE AREA BETWEEN Scale: AS NOTED N SIDEWALK AND CURB. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FRONTIER, Project No.: AD05183/ADA1001 EXISTING HANDHOLE WITH(I)-4-C.STUBBED 1 V OUT BY FRONTIER. INTERCEPT AND EXTEND 4-C.TO File Name: ADA10OIA21 NEW VAULT. 2. POLE BASE DETAIL EXTENSION OF CONDUIT TO ELECTRICAL ROOM IN SEPARATE CONTRACT. STUB CONDUIT OUT AND Drawn By: SGW NO SCALE COORDINATE NTH SHELL CONTRACTOR. Chocked By: JFR 0 cp PROVIDE NEW 8'xV TRANSFORMER PAD PER PGE REQUIREMENTS. STUB(7)-3-CONDUITS FOR EXTENSION TO MDP BY SHELL CONTRACTOR. Jurisdiction Approval: PROVIDE FLUSH-IN-GRADE HANDHOLE. PROVIDE I'C.STUB OUT FOR FUTURE INTERCEPTION OF LIGHTING CIRCUIT AND EXTENSION TO PAD C A BY OTHERS. PROVIDE 120V CONNECTION TO SIGNAGE,COORDINATE EXACT LOCATION AND REQUIREMENT NTH SUPPLIER. 'sc F URE GENERAL NOTES ==4> A. COORDINATE EXACT LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH ARCHITECTURAL AND ALL OTHER TRADES, MAINTAIN MINIMUM OF 24w FROM POLE TO OUTSIDE OF CURB FACE, > LUMINAIRE SCHEDULE TYPE SA& LITHONIA AS2-400M-SR3-208-SCWA­SPA ON STS-25 POLE. FINISH TO BE SELECTED BY ARCHITECT, TYPE SA4: LITHONIA AS2-400M-SR4W­208-SCWA­SPA ON ON STS-25 POLE. FINISH TO BE SELECTED BY ARCHITECT, Y,\L TYPE SB: WE-EF OR0259-616-17321616-9319, F TYPE SC: GE MSCL20S3N22FMC3006 36 GREY DIRECT-BURY FIBERGLASS POLE,SHAKESPEARE BXS3599N2BL99OlA3XT359985BL9901,30"MOUNTING HEIGHT WITH V MAST ARM,SHAKESPEARE OPAR-8. Sheet Title: ELMHURST ST. DEDICATION SITE PLAN OP'nON'V Sheet No.: 1 . ELECTRICAL SITE PLAN E1 .0 SCALE: I"=29-(r z AUTO DRIP FILTER KIT REMQTE CONTROLL VALVE (� 8� 1�5ALLATI N VALVE SW DARTMOUTH STREET U 5 QUICK COUPLER 'T�Y_ - -- �4 MAINLINE SHOWN IN SUB-SURFACE K9 PAVED AREAS FOR T DRIP LATERALS D3. U 7 6 /"*'�5 �4 3 /1�2 POINT OF CONNECTION VISUALLLARIT -----4WQW4IN-PAVE-9-AR9A-- MAINLINE SHALL BE PLACE IN PLANT BEDS F T_ 7 NQ_AL—VALVE DR—AIN 1.5" 19 1.51, \ 16 11.5" MAINLINE SHALL BE 30 1�5" FOR VISUAL CLARITY ONLY. PLACED WITHIN 1" OF WHERE POSSIBLE. \IJ PLACED WITHIN 1" OF PLACE IN PLANT BED. DRIP TUBING PROPOSED SIDEWALK. PROPOSED SIDEWALK, i no= 1111111=1 WAM MW mm =011 mm 51 1111=1111 00i N= MEN004M MW mm MMM MMO MOM MM MMM Im"I 0 WN EN MEN 1M ON Em EM 11:111111111 om ME an No EN = MM shin mm zi\ n M 5 MMEM= W iIag'--liaii 1 /IN I& 1 04 Oak A% A% 0% Aft 0% A% �K' N ............................. ............ EM MIN ovi-TE 204 POINT OF CONNECTION SHOWN IN PAVED AREA ORWO N FOR VISUAL CLARITY ONLY. MAINLINE SLEEVING PLACE IN PLANT BED. UJ MAINLINE SHOWN IN PAVED AREAS b :t - FOR VISUAL CLARITY ONLY. PLACE 4. IN PLANT BEDS WHERE POSSIBLE. ----------------------------------------------------------------------------------------------- z —MAINLINE SHOWN IN UJ C) PAVED AREAS FOR VISUAL CLARITY ONLY. L----J a I 000�1� > PLACE IN PLANT BEDS LIMIT OF WORK LINE WHERE POSSIBLE. MACDONALD PHASE 2C OFF SITE IMPROVEMENTS ENV�RONMENTAL PLANNING� PC —8 U) All PORTLAND,OR 107205 PR,503-224-122S-VVWWKEP­PCCOM All, I CAR I GAIII)LI 26 1.5" ------ VANF,, L IVANPOOL 1A 31 1.51' PULL 5 EXTRA ZONE WIRES TO 10 A N D E R S 0 N THIS POINT FOR FUTURE USE. ---- ----------------- LIMIT OF WORK LINE SLEEVE UNDER DABROWSKI PHASE 2A ON SITE IMPROVEMENTS 1, 41 PAVEMENT D3. VALVELINE SLEEVING 2A ARCH ITECTS MAINLINE SLEEVING— L I I L L C \ 6 11" 25 -1�5" L %0 .- pair 12 PULL 6 EXTRA ZONE WIRES TO THIS POINT FOR FUTURE USE. PO P SPRINK MW MM MM MM ER r4 Portland Office: THERE ARE 3 SLEEVES THAT CROSS THE 1430 SE 3rd Ave, Ste 200 E PARKING LOT AT THES Portland, OR 97214 LOCATIONS. T- �503� 239-7377 100dNVA 100dNVA F: 5 239-7327 1100duvo ...............— I looduvo 13 19 -------- I a 05 www, arc I e s.corn ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHI I'ECTS,LLG. ANY USE.,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,1DEAS,DESIGNS,AND/OR PULL EXTRA ZONE WIRES ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION ------------- --- TO THIS POINT ZONES OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS IRRIGATION PLAN PHASE 2 PROHIBITED BY LAW� FOR FUTURE USE. --------------------------------------------------------------------------------------------- SCALE' 1 20' RED ROCK CENTER PHASE 11C OFFSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR MIN MW CONSTRUCTION DOCUMENTS Revisions: IRRIGATION LEGEND SPRAY HEAD LEGEND Al 11.28.11 FIELD ORDER 1 POINT OF CONNECTION OPTIMAL OPERATING El 1-1/2... WATER METER MODEL # DESCRIPTION PRESSURE 1-1/2" DOUBLE CHECK VALVE ASSEMBLY ALL SPRAYHEADS TO BE INSERTED ONTO RAINBIRD 1806 POPUPS -------------------------------------------------- RAINBIRD ESP-LX MODULAR CONTROLLER (24 STATIONS) 90 RAINBIRD MPR 5 SERIES 30 PSI Date- 11,2811 RAINBIRD ET SENSOR WITH RAIN CLIK 9180 Scale: 1 20'-0" + DRAIN VALVE 90 RAINBIRD VAN SERIES 30 PSI A 180 Project No.: AD 05183.01/2912 GATE VALVE 270 File Name: ISOLATION VALVE 8360 RAINBIRD PESB-PRS-D, REMOTE CONTROL VALVE 090 RAINBIRD U8 SERIES 30 PSI IRRIGATION NOTES: GENERAL NOTES: Drawn By: BDRCAR 120 SEE PLAN FOR SIZES, SEE DETAIL 2, SHEET LD2.1 8180 Checked By: LMB 1" RAINBIRD AFS 100-LSS AUTOMATIC FILTER KIT 360 1 . LOCATION OF METERS, PIPES, SLEEVES 1 IRRIGATION PLAN FOR PHASE 2A AND -----------­­------------------------ ---------------------- SEE DETAIL 10, SHEET LD2.1 90 RAINBIRD U10 SERIES 30 PSI AND VALVES ARE SHOWN PHASE 2C WAS DEVELOPED AS ONE Jurisdiction Approva0b 120 0 QUICK COUPLING VALVE (RAINBIRD or APPROVED EQUAL) 180 DIAGRAMATICALLY FOR CLARITY. COHESIVE PLAN PER PRIOR — 3" PVC SLEEVE 270 LOCATE IN PLANTING BEDS UNLESS CONVERSATIONS WITH TIGARD CITY PVC TO 1/2" POLY TUBING CONNECTION 360 SLEEVING IS SHOWN. PLANNERS. BOTH LIMIT OF WORK LINES (390 RAINBIRD U12 SERIES 30 PSI 2" SCHEDULE 40 MAIN LINE (5120 ARE SHOWN ON THIS PLAN. 3/4" CLASS 200 PVC LATERAL LINE (5180 2. KEEP ROOT DISTURBANCE OF EXISTING 2. SOME AREAS WITHIN THIS PHASE OF 1" CLASS 200 PVC LATERAL LINE 0270 TREE TO A MINIMUM. HAND EXCAVATE IF DEVELOPMENT WILL REMAIN ROUGH 1 1/4" CLASS 200 PVC LATERAL LINE * 360 NECESSARY. DO NOT REMOVE ROOTS GRADED, AND AS SUCH DO NOT INCLUDE (390 RAINBIRD U15 SERIES 30 PSI 1 1/2" CLASS 200 PVC LATERAL LINE e 180 LARGER THAN 1" DIA. WITHOUT PLANTINGS OR IRRIGATION. STATION NUMBER e 270 CONSULTING LANDSCAPE ARCHITECT. RCS/ RAINBIRD 15 STRIP SERIES 30 PSI LCS 22 1 1.5 SST 3. FIELD ADJUST HEAD RADIUS AND ARC VALVE SIZE RAINBIRD PC-10-1032 30 PSI FOR MAXIMUM COVERAGE WITHOUT GPM WITH PC DIFFUSER CAP OVERSPRAYING PAVED SURFACES; RAINBIRD XF SERIES DRIPLINE: SPACING 12"; 0.9 INSTALL VAN NOZZLES WHERE GPH EMITTERS SPACED 12" APART NECESSARY. SEE DETAILS ON SHEET LD2.1 NOTE: ALL COMPONENTS SPECIFIED HERE ARE 4. EXTEND SLEEVES A MINUMUM OF 1211 ONLY SUGGESTED COMPONENTS AND MAY BE BEYOND PAVING OR CURB INTO PLANT REPLACED WITH AN APPROVED SUBSTITUTION. BEDS. Sheet Title: IRRIGATION PLAN - 5. REFER TO IRRIGATION SPEICIFICATION PHASE2 FOR ADDITIONAL REQUIREMENTS. Sheet No.: LD 2.0 MM MW omm MM MM WM mm omm mm SW DARTMOUTH STREET ———--------— —--------------- —----------- —----------------- —------------- ---------- —------- (E�FH �W ----------------------------- ------ --------------—------------------ —------------ —------------ % mom ZN I '_1 NEW MM I== 17 ---commmon monlloon—­ 7— At z BUILDING B + BUILDING A PAD SITE ONLY 41 V-0" 8'-01'- L----J L---------i 16'-0" le 0 H 7-7-7-- L-------i El 0 00 0 0 CA I Ep � "OL'I i 1 11 11; 2 0 0 ­_\ D3. A. 1)11 n /*3� R <= '40 �3. 16-01' 16`4 13'-Ol' r 9 1 0 1 19 0 01 0 + Iowa H 0000�0 L _J MACDONALD + + + + ENVIRO�4MENT.AL FLANN�NG, PC + + PORTLAND,OR 97ZOS ------ - -- Z PH,,503-224-1225-WWW.MEP-PC.COM 4 D3. 2 -—------------- 13'-9' 13'-9" TREE WELLS ------ + + A N D E R S 0 N 100dNVA -7" it 100.dVo 1100dWo 1 35, CD DABROWSKI P 0 Y ao 00 0 ARCH ITECTS 5 D3. it it ------ ---- — L L C L—--------- -------- ------------ —-------- ----------- 00 BUILDING C FUTURE PAD SITE WASTE & Portland Office: RECYCLING 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: 503� 239-7377 Li F: �5 239-7327 www.ADarchitects.com RE' E PLAN PHASE 2A ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY SCALE: 1 20' AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCMI.rECIS,LL.C. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS W THOUT THE WRITTEN PERM ISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW, TREE MITIGATION DETAILS- PHASE 2A-ON SITE TREE MITIGATION DETAILS RED ROCK CENTER PHASE IIA ONSITE BID PACK �NEWTREES SIZE CITY INCHES TOTAL :NEWTREES SIZE QTY INCHES TOTAL SW 72ND AVE AT SW DARTMOUTH ST LEGEND STREET TREES- 100%CREDIT STREET TREES- 100%CREDIT TIGARD, OR ............. ,SCARLET SENTINEL MAPLE 3" 0 Al 0 SCA RLET SENTI N EL MAPLE 3" 17 51 r TREE TIES STRAP TYPE �KATSURA 3.5" r ,KATSURA 3.51l 0 0 LIMITS OF STRUCTURAL SOILJ PREPARED 14 49 "GRO-STRAIGHT" PLANTING MEDIA AREA 2-2" X 2" X 8' P.T.D.F. PARKING TREES- 100%CREDIT PARKI N G TREES- 100%CREDIT CONSTRUCTION DOCUMENTS STAKE, CONSTRUCTION GRADE URBANITE ASH 4" 21 Revisions: �URBANITEASH 4" 44 84 TREE WRAP TO FIRST BRANCH TREE LEGEND PACIFIC SUNSET MAPLE 4" 0 0 :PACIFIC SUNSET MAPLE 4`1 6 24 11.2&11 FIELD ORDER 1 Al :KATSURA 3.5" 8 28 OPEN BURLAP ABOUT TRUNK �KATSURA 3.5" 0 0 ,SENTINEL MAPLES 3" 10 30 SENTINEL MAPLES FOLD BACK AND UNDER SYMBOL NAME 3" 33 ............ ............... 2" DEEP RAINWATER COLLECTION .............. ...........- ­­_. ........... BASIN. THOROUGHLY WATER IN. ACER CIRCINATUM LANDSCAPE TREES- 100%CREDIT LANDSCAPE TREES- 100%CREDIT MULCH TO GRADE VINE MAPLE 9 18 'DOUGLAS FIR 2" 0 0 DOUGLAS FIR 2" Date: 11.28.11 ALASKA CEDAR 3" BARK MULCH WHERE SPECIFIED 2111 7 14 ALASKA CEDAR 2" 23 46 Z , + CER RUBRUM'SCARSEN" ............. A ................. Ell VINE MAPLE 2" 26 52 SCARLET SENTINEL MAPLE i =20'-O'l ,VINE MAPLE 2" 3 6 1 t Scale: Z EXISTING SOIL RED ALDER 15" 0 0 RED ALDER 2.511 3 7.5 Project No.: AD 05183.01/2912 PREPARED PLANTING SOIL CHAMAECYPARIS NOOTKATENSIS 2.5" 12 30 KOUSA DOGWOOD 3" 1 3 �KOUSA DOGWOOD ALASKA CEDAR �SCARLET SENTINEL MAPLE 3" 8 24 �iSCARLET SENTINEL MAPLE Yl 8 24 File Name: DRIVE STAKES A MINIMUM CORNUS KOUSA TWO TIMES OF 12" OF RESISTANCE. Drawn By: BDR ,BUFFER TREES- 100%CREDIT ABOVE 2" REQUIREMENT KOUSA DOGWOOD ,!.BYFFER TREES- 1009/6 CREDIT ABOVE 2tl REQUIREMENT ROOTBALL SIZE KOUSA DOGWOOD(IN BUFFER) PLUS 1/2' 0 0 KOUSA DOGWOOD(IN BUFFER) PLUS 1/2" 9 4.5 Checked By: LMB FRAXINUS PENNSYVANICA`URBANITE' URBANITE ASH (IN BUFFER) PLUS 2" 0 0 URBANITE ASH (IN BUFFER) PLUS 2" 2 6 DECIDUOUS TREE PLANTING DETAIL 0 URBANITE ASH PLUS"1 24 24 SCARLET SENTINEL(IN BUFFER) PLUS"l 0 0 SCARLET SENTINEL(IN BUFFER) ............... Jurisdiction Approva0b SCALE: N.T.S. PSEUDOTSUGA MENZIESII �MITIGATED 40 121 MITIGATED 193 481 DOUGLAS FIR NOTES: 1. COMPLIANCE WITH TMC(s) 18.620, 18.745, TREE TIES STRAP TYPE AND 18.790 WILL BE REQUIRED AT THE TIME OF BUILDING PERMIT. "GRO—STRAIGHT" 2 — 2" X 2" X 8' P.T.D.F. 2. PARKING SPACES AVAILABLE: 44 STAKE, CONSTRUCTION GRADE PARKING TREES REQUIRED: 6 PARKING TREES PROVIDED: 22 OPEN BURLAP ABOUT TRUNK. FOLD BACK AND UNDER. 1 MITIGATED TREES: NATIVES: 19 REMOVED/59 IN DESIGN 2" DEEP RAINWATER COLLECTION ORNAMENTALS: 7 REMOVED/ 134 IN DESIGN BASIN. THOROUGHLY WATER IN. MULCH TO GRADE. 4. USE STRUCTURAL SOIL AND OR PREPARED 3" BARK MULCH WHERE SPECIFIED PLANTING MEDIA WHERE INDICATED ON PLAN TO PROVIDE 1,000 C.F. NET SOIL VOLUME FOR WIDE-SPREADING TREES, AND 600 C.F. NET SOIL EXISTING SOIL VOLUME FOR SMALLER SCALE OR COLUMNAR EEE�i TREES PER CITY ARBORIST'S COMMENTS ON PREPARED PLANTING SOIL _J I I...1 111-1 9/15/10 AND 3/15/11 DRIVE STAKES A MINIMUM 5. UNLESS OTHERWISE INDICATED, MITIGATION TWO TIMES ROOTBALL SIZE OF 12" OF RESISTANCE. CALCULATIONS REFLECT OVERALL SITE ------------------------------------------------------------------------------------------------ DEVELOPMENT AS APPROVED BY THE CITY OF Sheet Title: TREE PLAN -PHASE 2A TIGARD, PDR#2010-00002. G.RE.EN TREE PLANTING DETAIL .s. Sheet No.: LD 3.0 --------------I----------- -----------11------------ Al t + Q BUILDING B - _J BUILDING A PAD SITE ONLY_ 4f U C 7f � i "V001 + J L———— + "V001 L-------i + + + + + + CARPOOL/ P.,RPOQL VANPOOL OOL do- + 204 + o r r r + 7?1131 F-0 + + + + + L + L7 + + Id + + + + + + + + 10�0 MACDONALD ENVIRON�IENT_AL PLANNING, PC PORTLAND.OR 91205 -aim)11110 TREE WELLS 100dN A _100dNVA I 100dUVO 100d'dVO + + A N D E R S 0 N ------------- -------- + - --------- --- --------- --------------------- -------------------- DABROWSKI - ------------ ARCH ITECTS L L C A BUILDING C - FUTURE PAD SITE WASTE & RECYCLING Portland Office: 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: 503) 239-7377 F- M3) 239-7327 ME Min mm ME ME M& mill ME ME on sm www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY LANDSCAPE PLAN - PHASE 11A AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHI.rECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR SCALE: 1 20' ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,is PROHIBITED BY LAW. RED ROCK CENTER PLANT LEGEND PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TREES SHRUBS TIGARD, OR SYMBOL NAME QTY. SIZE TYPE SYMBOL NAME SIZE TYPE 96 ACER CIRCINATUM Al 3 7"-VHT� 3 TRUNK MIN. Al (D BERBERIS THUNBERGII 137 3 GAL� CONTAINER CONSTRUCTION DOCUMENTS PLANT NOTES: EQ. NOTE: CHECK LEGEND YINE MAPLE CRIMSON PYGMY BARBERRY Revisions: FOR SPACING REQ. + ACER RUBRUM'SCARSEN' 18 3"CAL. B&B BERBERIS THUNBERGIIATROPURPUREA' 13 3 GAL� CONTAINER 11.28.11 FIELD ORDER 1 1. REMOVE INVASIVE/NON NATIVE SPECIES 0— — 0 0 RED RBERRY PLANTS AND ROOTS PRIOR TO PLANTING. ADD 50% COMPOST AND BLEND WITH 50%NATIVE SOIL CHAMAECYPARIS NOOTKATENSIS 7 7'-8'HT. B&B ILEX CRENATA CONVEXA 47 18"-21 CONTAINER LOCALLY FOR EACH PLANT AND TREE PLANTED. ALASKA CEDAR CONVEXA JAPANESE HOLLY 2. IN SOME AREAS OF THE SITE, SOILS MAY HAVE 0— LOCATION OF CORNUS KOUSA 1 3"CAL. B&B MAHONIA AQUIFOLIUM COMPACTA 139 3 GAL. CONTAINER Date: 11.2811 BEEN DISTURBED BY PAST FILLING AND/OR GROUND COVER KOUSA DOGWOOD E) DWARF MAHONIA GRADING ACTIVITIES. IN THESE AREAS SOILS PLANT TYPICAL. Scale: 1 20"-0" MUST BE PREPARED APPROPRIATELY FOR PLANTING. REMOVE FILL AND OTHER NON-SOILS 0 FRAXINUS PEN NSYVAN ICA'URBAN ITE' 11 4"CAL. B&B MISCANTHUS SINENSIS'PURPURASCENS' 39 3 GAL� CONTAINER INCLUDING ASPHALT AND PACKED GRAVEL. URBANITE ASH FLAME GRASS Project No.: AD 05183.01/2912 0:i %__1 File Name: 3. NEW PLANTINGS SHOULD BE INSTALLED PHYSOCARPUS OPULIFOLIUS 5 5 GAL. CONTAINER BETWEEN FEBRUARY 1 ST AND MAY 1 ST OR NIN�BARK BETWEEN OCTOBER 1 ST AND NOVEMBER 15TH. ___1/ Drawn By: BDR PLANTS INSTALLED AT OTHER TIMES OF THE YEAR PIERIS JAPONICA 72 21"-24" CONTAINER Checked By: LMB WILL NEED ADDITIONAL MEASURES TO INSURE Al JAPANESE ANDROMEDA PLANT SURVIVAL. GROUNDCOVER PLANTING DETAIL GROUNDCOVERS&VINES E) POLYSTICHUM MUNITUM 39 3 GAL. CONTAINER Jurisdiction Approvaldb 4. PLANTINGS SHALL BE MULCHED TO A MINIMUM SCALE: N.T.S. SYMBOL NAME QTY, SIZE SPACING WESTERN SWORD FERN DEPTH OF 3 INCHES AND 18 INCHES IN DIAMETER. AJUGA REPTANS EST 1 GAL 18"O�C. RIBES SANGUINEUM 11 5 GAL. CONTAINER 5. COMPLIANCE WITH TMC(s) 18.620, 18.745,AND & 18.790 WILL BE REQUIRED AT THE TIME OF REMOVE BURLAP FROM TOP BUGLEWEED RED FLOWERING CURRANT BUILDING PERMIT. Y3 OF ROOTBALL -URSI �J_J�i ARCTOSTAPYLOS UVA EST 1 GAL. 18"O.C. SPIREA BUMALDII'FLAME' 9 3 GAL� CONTAINER & PARKING SPACES AVAILABLE: 145 2" DEEP RAINWATER COLLECTION KINNICKINNICK FLA SPIREA PARKING TREES REQUIRED: 21 BASIN MULCH TO GRADE. FRAGARIA VESCA EST 1 GAL� 18"O.C. VIBURNUM DAVIDII 103 3 GAL� CONTAINER PARKING TREES PROVIDED: 46 2" BARK MULCH WHERE SPECIFIED WILD STRAWBERRY DAVID VIBURNUM 7. MITIGATED TREES: =7 — PREPARED PLANTING SOIL NATIVES: 19 REMOVED/59 IN DESIGN HEMEROCALLIS EST 1 GAL� 18"O,C. VIBURNUM TINUS 25 5 GAL� CONTAINER ORNAMENTALS: 7 REMOVED/134 IN DESIGN DAYLILY LAURESTINUS VIBURNUM EXISTING SOIL 1M 11 1 11 11 1 11=1 I I: COMPACTED PLANTING SOIL PENNISETUM ALOPEDUROIDES'HAMELNS' 82 3 GAL� CONTAINER TWO TIMES' DWARF FOUNTAIN GRASS ROOTBALL SIZE SHRUB PLANTING DETAIL SCALE: N.T.S. ------------------------------------------------------------------- -------------------- Sheet Title: LANDSCAPE PLAN-PHASE 2A Sheet No.: LD 3. 1