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13955 SW 72ND AVENUE-1 y � \ �!. r I -AV �;}� y x v , I I > TM RN � '�qC '�th x�<' if f•1 I F I!IC_ " AJE Ih j,« y l „AI La SWI,t,IANAIW ,,GAP \\,1� , 6 ` THER1'�� • a 7i�"`s I i sw C 9T �` ZL $t '' ���Ottf f v I=>I lAEft-' ii'i WIIx •. L:CVA# �- s v SW • ?au TNviEw < MAI Ilti q f,� I .p- DAq TMGU IN T75 I ,� ris .9 GLAi S � _ l • �W EIMNURST Si `•-� PIG LAOS IA V, .LA �C' z SW SOIlTNWOD a- W S! �j� � I M N • O I n V 1 1. •. a iW flN1.A r _ / PA sw sw cREPP'EI�2�O V/ l� \ v� 2 Ni MQ - � 3 T N 7 ^ • �►' r —\ BT 7 w �•I r,P'T R a, i S'T/IE1N O std IR. fi ' a cU IN, �1,rFF.;� �� y� I 1 vARNS 1 'It v- � /.\, �Y 1 �• , LLJ 'l••••:.......\- i 1 I ~sw a W NRS\ (,) v `�^t u. 2! 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T12� eW(,LzAL,Ir2L m, LI4*HT Poke _ J L cJ / j. 3'-oj1 HICvr1 Ic�c.� ?-=7A1Nir4GP "HT. �oC, ~O m 3 o Q 04 (ID os r y �_ JS D �9 a \1> j 4 ? a LIED s h ' 0 M p , pl2al�v5Ep P'Ll1LDII�lG� 'G F•F Ivo.ZS ' / �'_ I 4-17-91 3r11F1 J I;. h TWG I fit IKt1;bT RL VISIONS S � T� �Lr�rJ LFcac�.JD SIT r�.T�• ���'�� �v -vll l II SITE A�EA ;5,410 �a� FT. t��J/o !,Gov North s> (:1�1 L �In.LL &"f l". e�cT.) ALJ 1 L D I r�lC-1 .I2 EA I `I 14 5ar-T, c�vil rt,.Pe'F'iTlol. WALL Lt5.-400yz_ApT-24910 c 1'. ,' -i161) e-A-EIE104 Llc=o4T CSI If l&) 1 l- L. r,���•F21 HT 1 o�4 S F_ 4%L4�5fz I) T2151 Fe I wlp,�I��yJ� -11 1 � N I ATO r� -�'�`•'NT I I UI+•z✓ry MACIMNIQ SA1TO E AIBUCIATEI.PC 1"0 AL! NWNts NERERVED �.. .i N TUALATIN VALLEY FIRE MARSHAL OFFICE APPROVE.D . . . . . . . . . . SHEET S CONDITIONALLY APP f7 f70VED. . . , , , APPROVAL OF PLANS IS NOT AN APPROVAL OF T OMISSI0 UI IOHTS. SEE AT ETTER. . . . . . . . . . n MrDIV SID PI AN.,[XAMINE Z / OF 0 PERMIT T 111n. w If' 1 „,�f, Permit Set 4- 17-91 I!-!6 No290716 90716 _ .•-+..�i�!I ....w..-• ...q---...��. . �. .. .. �.- - .. -' ._..«.._... .... ..._... .... ,,. .. _ _-_ ,. .. +ft>wM4., i.,pk="�..,,� .,may.,,..�.�r�mw".f ,w!.. ..Nrvtw 'n".."'1'�Itl�e•w . III�IIIIIIII111111'�II�I�11'II11 IIIIIIr11i�111111.II11tI111,ti1111 III'IIIIIr11111�11111f (I1�IIIIIIIIIIIIIIIIIIIIIIIIII111111111IIIIIIIIIIIIIIIII1111111 1111�IIIIIIIIIIIIIIIIIII1111111 + i. I 2 3 4 5 d_ 7 d 9 0 I I Ip NOTE: IF THIS M!CROP I LMED I A r DRAWING IS LESS CLEAR THAN THIS NOTff�rr IT I5 DUE M IT4 OF Tit ORIGINAL 0 ' O.1C as 92 tZ •t S21 OZ Ct 22 la 02 Fil 61 LI of SI 101 fl 21 11 01 -d J t -1 —9---5 - IV E 2 11 E1w11NNg1I1111I1111IuNI1N1I1N11NNI1111 dNINl1IIMI�INtIMgI11N�MN11�11INflIN111G1It11111111I1111�tltl�1111�1111�iI11hJMII�M1�1111►IIIIIIIIIIIIIIIIIIIIIIIIIII UIl1UIlU1�p�H11 1RECEMBElit '! 19 1991 .. --,•�-�--`�- - - _ --ww++P .- �-._..._.- _ .. _.•__� -�...- .-w.......-.-..rte..,. T. ._.. _ ._. .t LEGEND -------� � EXISTING _PKOP05E17 STORM LINE - • CONTOUR LINE --- 18/7 1t 180 adz G ATGH BASIN ch DO Wt•1 SPOUT • U 5 ~ j FIRE HYDRAh1T Q \ W cfi z + '89. 1.7 -b w ' qs 'Ali F"' 0z ~iz w • Li �! + 190.29 _ Z °' z � z 5,6"..R. WPARIS .4 PLASTIC CA? . Na �Z STAMPED 'PARIS k ASSCC. PLS ::�64' '� � -70� a v0 W'cf) z a UIJV JJ F r;z C'� �pQN W < ` Z Q,F N L �r c lC \ fo to / 18%5 3 \ to t 23 i W w + 183.5 - '86. 1 �\ \+ 185.95 >� ► �' / « 3 6,' \ 6 -� �!. �, Q rte. '" cc 18- 63 s 0 > r 135.91 +.� FIRE HYD AI T N Y \ \ 13,8 tJ.89' • , -%ER N C6 - 18!.25 17° 8=4 - � I RINI 179. 5 �--T-' C9 1 60,o I.E. ;77.00 _ 3 •- '�� `+ 182.49 � l e 3.93 W v 5173 D •�, '�. \ t,' © � •:�' 182.5°► 83.39 00 18, 69 / + p.V -� 180 3i C 15 100.(o4 IZIM 180.00 SD3 � I.E. 17-7. 50 181.53 1� J r / + 179.3Z 00 \ ` - ExlsnNc BUILDiN, �g - 17 3T.L. 1000 z 179.57 � I. 18c) C0 RUCTION p ° �� \. W KJ e� kMC. . SD3 .7 c `� 0 cc L._ 190.0-7 178.55 + 178.91 F F RIM 177.50 `+ 176.9.3 I.E. 175. 00 I. E. 17 4.0 (0") t \�0 177.87 V S ING C.tS 177.1 17,6.51 + 1 15.9 S '� �� LE . t 7E, 51 ` 7�d BOUNDARY LINE AGREEMENT l;lt fl9 .(FKD{Yl -'7ZNV A5-BUIL S BK. 373, PC. 682 \VERIF'�f.•,Pmox TO Co 5T.) I.E. 175.4 g SGS / + 174.87 ^� 'SNa �+. D 5. '- D`� D S --- - - -- _�-� �1 V L 12 7.50' lMOM- - - --�q ��. - -TAT, ?�- �. S .n 177 1.7 - - 1751':; � �� � DA1E .4-17-811 v I7fo �j5 a' 1'•VC 1 � Q �'' sS 175 T 175 E. OUl-i6z. ' ;)RAWN BY ' L.E.-165.22' AS I , 174 �� RIM EIILAUL I - 'ER-PFS'-BA CP to CHECKED BY -SILT FENCE �[ ' c. si73 W YE(LOW PLA:;IIC CAP j vf. CJ 113.45 ST'ANPE.0 PARI$ k ASSOC. PLS 276A" BENCH MARK, REVISIONS -~ ' CITY DISC TIC ARD • � t 1- � + 1 77.4:•, No. 22 ELEV-165.00' 1 70,65 + 170.73 + 172.77 1. .91 IN C11RB AT NN COR. ^ SW LANDMARK LANIF PICCVIDE 4'' SANITARY• SEWER + TEE 4 STUB TC 5' FROM 6UILPIIVC, 112.19 -,/� ^�� EROSION CONTROL ]O# TES W 2 7 1.1IN. SLOPE . r / \ ��. 25,410 'jam FT, ��.IA) I Goo PrP, D (VERIFY WITH INTrRIOR' PLUMPSING ' EET EDIoAnvl.1� 1. IT IS THE INTENT OF THE EROSION CONTROL PLAN, AND IT DRAWINGS• ,I�II .I •� � SELLL BE THE CONTRACTOR F S RESPONSIBILITY, TO ENSURE U �'4EA "11�i ;4 5�• FT, L�►I-IIS-apE �,�G�� fit. Fr-�4qo (15`i, r�IIEJ) THAT: A.) No SILT OR SEDIMENTS ARE ALLOWED TO ENTER PAFZK I N(� �} �T(�. 8 GOI-'1 PA c, N�;�,p,G� "foTAL (4Ll THE STORM SYSTEM; B) NO DIRT, MUD OR OTHER DEBRIS ARE TRACKED ONTO MBLIC STREETS; C) THE S ITE IS C"��' I Y� (5 4 K Is,) STABILIZED TO PREVENT MW CONTROL DUST. � SITE GRADING, UTILITY AND EROSION CONTROL PLAN LEQA,L, t��IV- P'T10 s!: ;4 Ser- I, T25, 2 I ►tel �,.J r-� Z. WME POSSIBLE, MA II Ii< W%TURAL VEGETATION FOR SILT 4 I�I-�II-IG1701-I ��►�'r`f UI[Elbr-� YACIIaFFIR/aMTp•AAOpAt•a PC t•M,W 7110F1111rMNa0 0011111 . TRE PROjzcT CLEARING LIICTS SHALL BF. FIAGGED IN THE FIELD PRIOR TO STARTING CLEARING OR North y." IHIC ACTIVITIES. 'Ata MA 1403.nf rNf wKwE�t.o� Y`�,f MA 1AlloA E 44 Prfa Al Y - DU At It' A %d rO of uaa0 OFt 11f� u+qi^t'.Vn�r r F N PFrFM'99rC1N CK Y aA 3, TOWORARY SEDIMENT CONTROL FACILITIES MUST BE IN OMATIOR PRIOR TO ANY CLEARING OR CONSTRUCTION AND SF1EF T SNALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUC- TIOM AND LANDSC-NPING ARE COMPLETED OR THE POTENTIAL FM ON-SITE EROSION HAS PASSED. -� 4 . PONDS, DITCHES AND SILT FENCES SHALL BE CONSTRUCTED IN ACCORDA!!CE WITH THE D:'TAILS SHOWN ON THESE PIANS. THE LOCATIONS OF EROSION CONTROL FACILITIES MAY BE OF MODIFIED TO SUIT FIELD CONDITIONS, SUBJECT TO APPROVAL OF THE ENGINEER. PERMIT N(]. F1UF' '�]-Cu'186 NQ• OF T Permit Set •4- 17-91 � o +101..- -dab* I �'II I I It1' I I III 1 I ' I I I I 1 I ( I �I I I I�� I I I II111 IIIIIIIIII�IIII f N)TE; IF THIS MICROFILMED I 2 3 4 5 , R 7 e 9 10 I I 12 ' DRAWING IS LESS CLEAR THAN 1HIS NOTICE, IT IS 011E TO Tlf QUALITY OF THE ORIGINAL DRAWING, AE 62 92 LZ sit S2 ►2 E2 ZZ 12 02 61 BI LI 91 51 t,I E1 21 II 01 5 9 L 9 S b ft I•'•�•" ,►IIIuuIINlluuhlllLHllHnhHlhnlLulhultui7FnulINll�fHlNnln�Fl�fuhnllnuluuluuh!I'Inlllnuluuluulunll rlEtuuluu�unhmllluhnllnulluEtuE�luutludlnitlndEw�u1►Iuuluuhullmllnnlunblu�ulluutlwblu�►►Il�lul►uliElE�lWlnEl DECEMBEh 191991. 40 '0"OMRA EW'5' 0" MIN R/N LINE IS A G" IU GA. ------------------ --� i- MESH A I 6 R/W AG PAS! N Ca 41I ca�z �iIDE�Ip�K- w/ OPTIONAL / f-- Gol�'T2aL. JoIN�'4 v� 5'-0ll rn SIDEWALK CURB JCINT W LOCATION SEE NOTE 5 2% I �- CONTRACTION JOINT ROAD • " df� vE 71 o U B EXPANSION JOINTS19i w� } ' tet' _•T� f✓., •� r cr SIDEWALK EXPANSION JOINTS _ _ n CURB JOINT \ A , W OF 3/4"-0 SII COMPACTED SUBGRADE ,� I 1u G��. `✓� A r- w FACE DF' CI SIDEWALK ADJACENT TO CURES I 1 II` 7' 6' MIN. 7' 6" MINT--- k--._�. - -- I 1 w < a o d 20'-0" MAX r= 20 0' MAX I ^ I J p, P L A N 3 ONSITE SIDEWALK ( � w0 to �G7 D 'r Pv,� i- 1 1/2" EXP-SURF cn 121 m CJ O U< J3Q •T ---- - q '� Q I v, USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD JOINT NOTES c SEE DWG. NO CS 306. I p� I CONCRETE SHALL BE 3000 PSI, AT 28 DAYS 6 SACK MIX , SLUMP RANGE ELEVAT 10 N B-15OFI v2" TO a" 4r V II I 1 �w 2. PANELS TO BE S FEET LONG z STREET . -- J 3 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , FIP,4145 AV E. IQ UTILITY VAULTS ,WHEELCHAIR RAMPS, 9 AT SPACING NOT TO EXCEED 45 FT. — EXTRU)ED CURB SET m IN EG'fDxY CC-.►.�E.►J'f � ! t N GA, 5 4 FOR SIDEWALKS ADJACENT TO THE CURB B POURED AT rHE SAMZ TIME AC THE I I ` 10 GA. MESH 2" Of 3/4" MINUS - -- -A S T ALL T PA V IA1la \ IBA E ABOVE j CURB, TME JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2"RADIUS. _ / ✓ - _ SECTION A-A -j 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY • �'^ II OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES iPirL'�- � ata I CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS I. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA PLASTIC AFTER 28 DAYS , 6 SACK MIX PIPE AT 2 °% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. 2 CURB JOIt.T SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS C1Z1J`SFdE�J ROC►t BASE L ALONG BACK OF CURB. C) 3. EXPANSION JOINTS SHALL BE 1/2' PREMOLOEO ASPHALT IMPREGNATED MATERIAL CR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRACE 12) I-1J Llj «, COMMERCIAL DRIVEWAY OFFSITE SIDEWALK CONC_ EXTRUDED CURB 5 BIKE RACK 1 2 4 4- ro m y 0 +-+ Q CAULK PIPE INTO HUB Q �C N HINGED TRAP 2'-4" x 2'-4" x 2" CAST IRON GRATE Lr)HND ?LCEIZOC-K C� (D AAD To Z%'' (4) 1/2" DIA. HOLES EACH t,T rn FACE AT BASE Z' �I N. / / S' co COURSE LEVEL FILTER FABRIC -- 9S r- All ° 1�,��11 pompe oa o0 00`0°o sw o�o°` / ao°o"o"'oe"ro",•od cb a o�"o`c u C Yd�'q� / F i L I 1 0 off' i - (n a08a08v08a_o5o08 08�D8aD8'.A8c08a08�O8nJ 08008008�o08n�oDCnD8o08�08nD8Yi0Bul �� 0 '� —I1 2 �."a�°fi�°a�"°°5�°e�,'S�0°�'o�6B0' e � �b�"0°i��I�°�i„°��i°�n�D;:,�°�`f ;,�� b `eP��'�,Ea y;r�,• .• d�'{Do •� �T2 -111=III=III=II I I_lil J �� J i11 Q ° - � 1 E=111 c` .11-II{=11-x' nlllnl_ SU�G2ADE y -IZ" THI -K /4" STEEL ALL WELDEDI-T1/4" R ` -- � � _ CONSTRUCTION. ASPHALT N _ EMULSION COATED INSIDE CATCH 5ASIN 41--0" QUARRY SPALLS AND OUT 2'-0" x 2'-0" L) I,.J INN 11 lI j i I LSLOPE AND I.E. VARIES �� ' SEE PLANS V J FILTr-iZ FABRIC NOTE: 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. 2) LYNCH TYPE CATCH BASIN OR EQUAL ROCK WALL CATCH BASIN TEMPORARY INLET CONSTRUCTION ENTRANCE 6 7 8 � cn T to 1,brie a.acerial 36" Wl.:L tolls use staples o'-wisr-rings to Attach fabnc wire 2-by 2"Ly l l ga.wire fabnc or egLuv. NLn i N ......+I----------------------------------------------ti----- onl 4- 17-91 I L4 6 Max. I I [BRAWN BY �j IC. II II Lj r by 4-wood poen, etandArd or boner or H 'KE tI equal alterrs Steel Eu fence poen Notes W -Bury bottom of filter cutenal in 8"by 12" REVISIONS trench I flaw fabric material fa by 2by xu gat.wire \ fabnor or equiv. � 'O c N is:gS��M� C Qom. �I MACKENZIE/SAITO S ASSOCIATES N -• 1990.ALL RIOHT5 RESERVED f')IIA. MAC AND IE SAITO S A F uSt IES A ' 'At SV O HAWING',AM, .It PR,:PV� SAI ANO NRF NOT 10 OF USED OP$ UUCED IN AN',MANNER EACEeI NI•'• RMUJA NRI'1 E N PER RMISSION Of M SA SHFFT C7 1 T� SILT FENCE � C• cow IINDIV 3 tt IN�a I Permit Set 4- 17-91 290716 1 - t 1 t �Ilt IIIIRII 111'111 Ilt'hIl IIIfIII 1�1�111 111�1�1 I�IIIII IIIII�: II1�111 IIIII�I IIIIIIf 111�1111111I111 I•�IIIIIIIIII111 VIII I I�III 111�II1 1111111I III�IIIIlllllll III�tIII111�111 r , NCTE: IF THIS NICROFIUMED ► ' 3 4 5 • 6 -�_ 7 d� 10 I I 12 DRAWING IS LESS CLEAR THAN T415 NOTICE, 11 IS DUE To THE QUALITY OF TIE OPIGINAI _�- DRAW ING. Of. 82 92 12 92 S2 III F-2 22 I2 02 61 131 LI 91 SI bEI 21 II 01 6 9 t 9 S b E 2 Rtlllunl1H11HHhHll1111hnlhulluldunhlulnidculanbtNlttttlttul�tttlal+Innlnnlulllnnllullnu6lHIInIIwll�llllnnl►1runIuHIHu11n1hmlllulnl�unluuhnlluuluullwlunhmhHlllnllnnlnuhw�Itl�uuluubtult111hminnllutlullhm ' DT" CEMBE , 19 1991 , KEYNOTES I� FOUNDATION 1. 5 112" CONCRETE SLAB WITH #4 AT 18" O.C. 2 " J L�• L� KEYNOTES 2• POUR STRIP AT SOUTH AND WEST WALLS (EXTEND I N REINFORCING THROUGH SLAB JOINT) ISS w� 3. CONSTRUCTION JOINTS ALONG GRIDS 6, C AND D -- -----•---i- - - --- -- - -------_' '--------- 4. CONTROL JOINT AT MID-GRID IN EAST/WEST .411 (L� '/�' 11 I 7j1'.�11 _ I U + DIRECTION AND AT 15'-0" O.C. IN 'FORTH/SOUTH +I-- 4� 4 DIRECTION O U - - 5. n. 7. cB. L 9. 12. • w�- zkuo car I 'g„ I ia. N N N HI•eoNit'( WAL-L< + i 15. Z n T v� %s" TYP I�( I gii ) 17. uj .IF , ) 19. r l INEEMENER MEN no 18. 4o Vft FRAMING 20. T.S. 6 x 6 x 3/16 COLUMN TYP. (OR 6" UQ 1 Q T �r P^l;e.PET I KEYNOTES DIAMETER STD. PIPE COLUMN) JOISTS AT 24" O.C. WITH G G ��J SIMPSON Llf210HANGERS TYPICAL � 21 D2 � Lp22. SIMPSON VB10 KNEE BRACE AT JOIST CLOSEST TO COLUMN (TYP. ) 23. SIMPSON LSTA-24 AT JOIST TO JOIST ACROSS GLU-LAM BEAM1_TYPICAL . 4 x 6 P.T. LEDGER WITH 3/4" DIAMETER x 10" DT � T��1f Jill (IleJ �\ I 20� 24A.B. AT 4'-0" O.C. AT GRID 5 (USE 3/4" r 0_�, * 2�1/Z Z �1J 8 DIAMETER "KwIK-BOLT II" EXPANSION ANCHORS Q AT GRID 1) L• 11/2 25. 4 z 10 P.T. LEDGER WITH 3/4' DIAMETER x 10" rD A.B. AT 2'-0" O.C. (AT NORTH CMU WALLS) ro 26. SIMPSON ST6215 ACROSS PANEL JOINT AND LEDGER ALONG GRID 1 F- �/�1 O ; 27. 19/32 CDX PLYWOOD (INDEX 40/20) NAIL 10d AT 4" C.C. AT EXTERIOR WALL EDGE, 10d AT 6" O.C. AT SHEET EDGES AND 12" O.C. AT SHEET V t----� 1NTERI OR 28. FLAT BLOCK WITH 2 x 4 ALL ROOF PLYWOOD I ) EDGES BETWEEN GRIDS A AND B AND FOR THE { N 2 21 FIRST 16'-0" FROM GRID 5 (USE TYPICAL _ NAILING) W / 29. DOUBLE '2 x 12 JOIST AT GRID 3 ON SIMPSON ' kI v'111 I'/rV � •�•I) I hl i a ��� ICD-I 'qQ U210-2 HANGER WITH (2) SIMPSON LSTA-30 uj 06 Com!-' �M, G�'/`♦ K '�jII/2 \� cam" r M, �p�/4x22%Z I _ -\ STRAPS FROM JOIST TO TOP PLATE AT GRID 3-D M _ - 30. T.S. 4 x 6 x 3/16 AT OVERHEAD DOOR �' 11/21' GI�� -=-� / 31. (4) #5 ((2) EACH FACE) AT EDGE OF OPENING 32. 2 x 6 STUD WALL WITH 5/8" GYP. BD. ONE SIDE 33. 2 x 6 STUD WALL WITH 5/8" G'P. BD. AT , `� Q-Cj•V -p'� INTERIOR AND 5/8" UNGROlVED T1-11 PLYWOOD ro ----___�._.___._______-.___ ..____ __.__._ __.__ _. •� .1 � i ON ERTERIOR AND R-19 BAIT INSULATION m N 34. . 2 x 6 AT BA'PHROOM3 0 > �� G5. ,.r Q Cp 36. 37. Q C 38. 04 39.ARCHITECTURAL 40. DARK BRONZE ANDODIZED ALUMINUM STOREFRONT 1\ G -T Grp?(�•J I/til 22 Z I KEYNOTES WITH CLEAR INSULATED AND TEMPERED GLASS 41. FACE OF CMU ABOVE fA G �.o3/'{-?� �11/Z � _l , �M- Ca 4ri221/Z =� - . r-N( (�?/fix �.�}'/2 !�. P�r-I 5�/+,x 3/ " 42. 5'-0" x 5'-0" CONCRETE LANDING LO cp t 2� 1 1 �c�.41 -= --- - - - - ----- S F vit, 111.1011 F \'_%=I M+ cr O O FLOOR/FOUNDATION/ROOF FRAMING PLAN i [� FOOTING SCHEDULE North AR LENGTH WIDT'i I DEPTH REINFOIHCING (L) REINFORCING (W) REMARKS A B Co(JT' Z'-o" lo" �2�#5 ,E �oNT, INT. Gor4l, FroTI (L-v 4 orld FoaTli�lc� C Gor.T, �,..o I _o 11 t�o CiONT• 21-c.1'Ca I1-0"ac" Gown, F©r�rlc-,e&p.lo Ie LEGEND --- Co%Z' Go NL,(-1tT F �-j At✓L r jl ups!lJ ��/� /j �,,,•,, OFov71►� l.Ah��Elr (� �a G�c,HEp( ►LE THIO. <,HT,) 4- 17-91 -\ KC­YNr-TE 0-;E NOTE.. I-IK, <,HT•) T W G ;NFl.r.tUBY '> L,l YAC"ENYIE/9AItO A MEOCIAYES er +M•.ALL RION`1 RIt1ERM Rf .k u Rf VN • Y AN•4 'v Nf N .i I "WItN'vr t N of R4i SSII+N.1145A tiHFET Sr 1� OF J Permit Set 4- 17-91 JOB Nb 290716 • f 1 � r. �-,_�r"...�,,.,,, a.++i1�1 I wr:M... -.-_..�.__. .. -:aA. s. .. ��,..-. -....r.....�.�.� r. � �.. _ „ kl'11'III'Itl'I'1I11'I'I'I' •+'j'''IfIlIII11111Illtlll'I'111111I.III{I�IIIlIII1�lI1Ify1111 1 11 II0II,IIII�j�li'IIIFi�11I111,111 111'1111111IIIIIIIII111111111111f11I1111111IIIIIIIIItllllll + " • NOTE: I F TH II; MICROFILMED ►- r.. I 2 3 4 5 A A 7 - 9 _ 10 I I 12 DRAWING IS LE CLEAR THAN THIS NOTICE, 11 IS DILE TO II# QUALITY OF THE ORIGINAI. DRAWING. OE 6Z 9? L2 9? Sz vz Ez zz Iz OZ 61 al LI 91 51 b1 EI TI 11 of -6 {9 c 9 5 r r Ie.- z 1�•L�' Irf1II11111111I111111111I111111111I1111It11l11IIIIIIIIIItNI1111�11111tIN�111ff1111IN11I1111IM11I1111I11�1111I111II11�1I1111I1111It111If�IIIIIIIIIIIIIIIII{IIIIIIIIIIIIIIIIIIIIIIU�III4(IIIIIIIIIIINIItItIIlU1�11U�I1111111II111I1111IIIIlII111IIHI�I111111IlIIII1�lII WI�IIIIII1111III11�IIU�IIH r 'DETE /)BET-, 19 1991 .. .. ..r.r..:.. .• +rnr:.�-- I,r",^.....Ttl .1"pP M1^v r..vl+'�,.....s ".:rrw,vn ...,..., -,..._ ... ..„ r - . ' z KEYNOTES OU ARCHIT ;' iURAL 1. FLUTED BLOCK KEYNOTES 2. SMOOTP o OCK (n ? 3. SPLIT F1: I- BLOCK 4. ROOF L I FIE: BEYOND w 0 I,_o 5. METAL FLASHING • UJ Q Z ti 6. PROPERTY I,INE _ 2 7. CONCRETE: TILT-UP PANEL r�i' 1 � N� 8. GUTTER Z �J aj p 9. 4' DIAMETER DOWNSPOUT J Q W a Q 1C. TOP OF CMU WALL 8gyOND (f) a p 11. MTp, ` .A(Zp -I C,HT �� V morn 13. U Q g N N N 14. CC Un�pit II 15. G � a O CL 16. STRUCTURAL 17. (2) #5 AT PANEL EDGES TYPICAL �� I it 1, 1�vIi KEYNOTES 18. #4 AT 12" O.C. HORIZONTAL nu19._- __._5114x11- _.._ .__._.. , - .._ _. IOW C�31 Q �.E. . __r -- -__. --r. __��.�__1L'._��-_ vl�il�C A�GS1.Fi 2.0. #5 AT 12" O.C. VERTICAL 0 C A��+�G I Cs1 _ \N 21. Q) � I qo r 1L 3 . T/It. K �. _ a: IRE FlL17En F�tJtECIMMIUM1I IN -- — - --- _ -- -- - _ `T- IM -- -- - — 1A - - --- - FA�aE II — - — — — - cn >% co O � Q NORTH ELEVATION - to to co M C-� 2 VJ z V 1 - > ILI WEST ELEVATION r - _---- DATE 4- 17-91 — -----..- _ _ �^ it _ -• — - - --- T W G av, CHECKED B� T'L I G - REVISIONS _� II I MACIf RENI 'SAITO A!lOCIATE9,OC IMO,ALL RIOM TS RE!lRVED IME Sf IHE pgoPf$ITT OF DRAWINUS atRl SA AND AIRESNO�0 8f UEEO OR RE PNO DUCED IN ANT MANNER F1ICEPT WI1N INE MIICIR WAIT TEN cERMISSION OE M,$A SOUTH ELEVATION -ry OF Permit Set 4- 17-91 290716 r � I1'r11f111'tlllf`,Ifl 111�+11�111111111f1Jill Jill IIIIIIIIIIII�`III+t Jill 1111 4- WTE: If THIS MICROFILMED I 2 3 _ " (� 5_ 1 8 7 8 r 9 1 10 11 12 DRAWING I., LESS CLEAR THAN THIS NOTIC.; TT IS DUE TO THE QUALITY OF THE ORIGINAI - --— DRAWING. o6 62 9p L2 92 -.2 0,2 a z1I2 12 Oz 61 91 LI 91 SI 41 EI 21 11 01 6 O L 9 S 1I, E 2 1"•`•• 411111111N111111111IIIIIH1111111111111II111111111111111111tL'111111fEM.��.EE1E�Eg11f/IIHIINIIII1111++11�n11hu1h1111111111111111l11111111111rIII+I!IItII11i11IIIINNInu611�nnln,lbNl�n+hwl►{{f�+11111111;1111H1111nhn,hllllu�u1u11111u�wfIU+IIIIIII+uflfwhul � .M1J E 'V JI..I M B.t.�TI h 19 1991 Q(, ,z C/) S uj U' z � �J 1-- z W N -- Qzo� -- -r- - rjz 15 11Jo r^ U< J �g GIMP FOIL n4,�o,�,, i � 0 a 820 J c �v _ •` i j l•J/t41 v NAILS Co" o•�. - 4�C r'l7, ['t" w/ i • • • ___� T/h It •Z,LIZ �.-a/�•Ir�IP t✓IJ2lo q�CO RT t.6cU�i� - - `� V14114 x lo'' K i . • -- - 4to NY LEra:.6R- W/ 1A1�. 2�}" al: �' -- N�, "� r� I oA� ° I �� ` I� �� R ^rL.T ---- ---- -- -- ---- --- _._ _ I ; e79 -Sl � Co �o•I� ' U -AN u1-IG14 —__ - --- - - -� -JT Tom- tU 1 Wim{ l� 2 a- -p►? .mak I --a6 c-HT. Al \ '' ii '' lL! L,1..1 2$11 0, G�oLl1� (�ouT 12 /`T P f{EIt�F• AUL H DFiN�i r -- ._ P�h'1. (�l�+K�i i'/2 HAN G(Z A, �rJ(j T%rlz?, +�+ Ll 07 7 01, Pcz i co ai I • i N I "AF Z: I I � C.�hIUI•••!aN EI. I I ----- u; • I �0 f Cv'I �' clTU, I M I TYplc'.�+1, I-It✓� .=fes I Pips _I I 0 uj N t f --rYf! PANFI, K-GINF I 1SLAb T16 ir4 24 0.�. utrl 4 Wels�T I 0. Cat fAI`Ie—, _ ` P FiCie40p-pev %G x �I/rq'>��'G� } �O" W FiVC��'i ��I��.I'UO(�Iv• �i�....�`� - f�/�r il��'"" ..�-.. --r _ cz P6�IM�TEF� �woLJT ��auly 1YP. --- -- --- -- DAll 4- 17-91 N. coli 1�2,I T Yp. _\c4 __ - - I URAwN R1 a r _ �► w g� T W G KA. CHECKED©Y Coll „ 2-O - '�'•I �-I�'� IN�il1L�- W Ali %Z” w �''r�Ci'' raa W • • t� /2"�II�L.�h` r s+�� i l wT --- --- —. f�-- REVISIONS (q) c 1.0"O,(.. • • elJ .2110 N II X11 T-fR TCS F•©--::"t INom , ----- '14 r J coN nl, @ Co'' Fp•o'M <4 ) 5 eoa-R - ND of PaNpL 'tYR MACAENIIE.1AITO S ASSOCIATES C1 "T. I FoR ��12 E _ 3•o u 1-- I� - - - ---- It" All RIGHTS RIMMED A r{ I-GINE! I Sf ()RAWINOS ARF IHE PRUP MAI-.NENIIE SATO to ASSOC TES PC M l .•! ERlr 11L�i 5A1 ANO ARE NOT 11151 II,EEPTUSED OA REPNII It PAlbp w.11 E N 0 10MANMISSION OF MW 1HI 3 7 I i�lo�TN I�-��I.L. ����T or`J '2 I,J �T MAIL ��CiTI�N e�JvTIONLl t--11 r4 ��o -aT{-I of j PERMIT NO. SUP 1?1 .I,I,siE • Permit het 4- 17-91 J`�i L' 2907 16 II -1110 i .._...__...,...,n.•..._.. , _.,..r..t..... _.mn.r•. _ .....,�..., aLo.- w.L._.,.,�,........�.-.-wn.+r. ... _._.,....,,ai..+...a..... w.�n.:..,�;:�....aL.......... , f t , - I ���� i . (;4�111111III1,'I{tlflllllp•Illllli'I1�1{Ill,lltlf{I{1111111{1�111111�I`1{,111111{11�`��1{III{I {{Illltltll{II{III11lIIIIIfI111�1IIItIfI111It11ltllliltltlt{111�1111111111f1lllllllltltltllltll . .,.. .. .,•y.Y,ra.wfu.ru.. '1 3 4 10 12 NOTE: IF THIS M ICROF 1 LMEG 5 A d_ i 8 9 11 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO I}f QUALITY OF THE ORIGINAL — .�- DRAMIW. OE 62 9Z !Z 9? SZ 1P2 E7 Z'L 12 OZ 61 BI LI 91 SI ►I EI ZI II 01 6 9 L 9 S b E Z 1"S`SI. `� ��-.r f►1111111{UH1nn{IntlnutinHlnll{Iu111111{111111111{1NEIn)t{ttE11I1Ei1�EnF1W11qu1N1111I1i11►11111111111i11p11111f{I{i11111f{IuIIIHIIUIIII{{IIINt11111{II:11N111{I11INI111111IIINIfNIItiI1111WI1141IU111111111111111!!{1111111111111111IIIIaIlI11NI1111uU1IUI111UIIIIIIYIgI1111 WECEMBEh 19 1991 PLANT LIST C 1V(IS__ --- i _ • TREES C----_...___-, ACER RUBRUM 'SCANLON' 2' CAL. B&B FULL- HEADED AT 6' SCANLON RED MAPLE; ' z _ PYRUS CALLERYANA 'CHANTICLEER' 2" CAL. B&B FULL- HEADED AT 6' C U 6� CI IAI�FTICLEER PEAR Q LL Cly g PSEUDOTSUGA MENZEISIi 8-10' B&B BRANCHED TO GROUND w DOUGLAS FIR Cn z ui w 1z w ACER CIRCINATUM 8-10' B&B MULTI-STEM BRANCHED FROM 'TRUNK w 'Q_ i m - VINE MAPLE N U a p z �'0 SHRUBS L1..1C0 h `" u¢ �� ! _VIBURNUM TOMENTOSUM 5 GAL. FULL PLANT- T O.C. �J(,/) ;°z l ' 1 � 1 DOUBLEFILE VIBURNUM PINUS MUGHO 18 21" B&B FULL - SHEARED AT NURSERY oZjl a \7 , • _MUGHO PINE / Y+ �.__.__�MAHONIA.AQUIFOLIUM 'COMPACTA' 2 GAL. FULL PLANT- 2'O.C. COMPACT OREGON GRAPE c C BERBERIS THUNBERG11 'CRIMSON PYGMY' 2 GAL. FULL PLANT- T O.C. ' "'12 CRB4SON PYGMY BARBERRY i 4N, 1 `,. 75 HYPERICUM CALYCINUM 4 GAL. 24" O.C. TRIANGULAR SPACED \ ' ST. JOHNSWORT Q �LLiz COTONEASTER 'LOWFAST' 1 GAL. 2'6" O.C. C1 LOWFAST COTONEAS'!'ER J#PREVAILING I �/ / U / WINU f 3 STAKING PLAN I / «s (3)2"x 2"x I?'nOUGLAS FIR � � � Lu >4 STAK)=S,ATTACH TO TREE c S � WITH TWO STRANDS !• ' TWISTED M12 NEW GALV. / 1 •-� ++ HWIRF OSE&NEW 518'RUBBER z SPECfF1ED ----- --►� , TREE SET CROWN OF ROOTBALf_ / •t ��Q O AT FINISH GRADE V�I, Qj REMOVE BURLAP FROM TOL'1/3 OF ROOTBALL 0 Z7 AFTER STAKING FINISH GRADE — BARK MULCH-2"DEPTH BARIC MULCH CIRCLE SHALL EXTEND 6"BEYOND J `\ J TREE STAKES IN TURF AREAS ' LO 1 ;•' �' -- BACKFILL SOIL MIXTURE COMPACTED BACKFILL .• — SOIL MIXTURE • �,, \ STAKES SHALL EXTEND \, . MINIMUM OF THREE FEET ' INTO UNDISTURBED SOIL i _SOT BALL DIA.+24' NOTE: STAIN TREE STAKES SCARIFY SIDES&BOTTOM WITH TWO COATS OF N707OLYoWPIC STAIN / TYPICAL DECIDUOUS TREE PLANTING DETAILJ- N.T.S. p ' ,\ C; + ; a \ CT rs z IN \ « 120°OV' � i % • t i z + • a PREVAILING � • ♦ I\ WIND 0 STAKING PLAN , ----- � + 1 a � ` (3)2"x 2"x 8'DOUGLAS FIR ' STAKES,ATTACH TO TREE / WITH TWO STRANDS TWISTED#12 NEW GALV WIRER NEW 518'RUBBER HOSE SPECIFIED --� - SET CROWN OF ROOTBALL TREE AT FINISH GRADE + r- /r REMOVE BURLAP FROM TOP 113 OF ROOTBALL I ; AFTER STAKING /I 1 r �— BARK MULCH-2"DEPTH ♦ FINISH - GRAf)E BARK MULCH CIRCLE SHALL EXTEND 6-BEYOND / TREE STAKES IN TURF AREAS i JJ /� BACKFILL SOIL MIXTURE ' --- COMPACTED BACKFILLIJ SOIL MIXTURE - - --- STAKES SHALL EXTEND • MINIMUM OF THREE FEET INTO UNDISTURBED SOIL CHECKED BY RQQTPA.L4�IANOTE: STAIN TREE STAKES _+24" SCARIFY SIDES 8 BOTTOM WITH TWO COATS OF N 707 OLYMPIC STAIN +?I VISIONS 0 TYPICAL. CONIFEROUS TREE PLANTING DETAIL N.T.S. 517E (V410 1,&ov �f12E�T �EDIE:o�Tiv►J) �u1�.Dl EJC;, '4\9EA, "1,"1 14 5a. FT, (1J ALL GROUND COVER SFT CROWN I. F70UTBA1_L SHALL O PLANTED AT 2"NARK Ml1LCH "'ABOVE FINISH GRADE4•IOf th O �.A�`-�r���.p E (G,(/�E.J �� pp,12K t Nc„ 23 �11'L�, Q GdM pAG"f I I-IGAP�32ToTA!_ C4,aq�Iabo> EQUAL TRIANGULAR / REMOVE BURLAP FROM SPACING PER ON CENTER FINISH GRADF -, C / TOP 13 OF ROOTBAI_l SPACING AS SPECIFIF.Dd5�' 72 5 ev ON PLANTING PLAN 11 I __ _ (2) LOCA TF GROUND COVER �i wo,Au+w.w,S nu[w'[o+� r \ _ t--S NI►-JC�ITo� 4:0U1,;T� (alfea)� r�CMSHiiwnt UfOcuiEs o ONE HALF OF SPECIFIED U - SCARIFY SIDES AND BOTTOM NO'T'E: EHE Sf n++nw�n.OS ARE i SPACING DISTANCE FROM rACAEMtrE SAITO•ASSOCIATfS . 4 \ ANY CURB,SIDEWALK,OR II BACKFRI_SOIL MIXTURE 1. PLACE JUTE NETTING UNDER BARK MULCH AT ANY SLOPE OVER 3:1 OucED IN ANv y:,pjjEAE m-F T'°.°�°°•' H Pnimp M1i T rf M pf oulsso.EV w SA OTHER HARDSURfACF_, 1 2. PLACE 2" HEM-FIR BARK MULCH AT ALL PLAM7NG BEI3S G1S'r� - - - S - - UNLESS OTHERWISE m / I - COMPACTED BACKFILL SPECIFIED - SOIL MIXTURE �A �242 SHEET iVOTL. CONTRACTOR TO INSTALL A FULLY AUTOMATE_- l UNDERGROUND ERRIGA"AON SYSTEM. . F'.MCHAEL FAHA EQUAL Roo l rinl r ()1A , 12 OM(„ON COVE _ -- -- - ------------------- - 1 t ! M114.1 lIFF A I I A AND ASSOCIATES SS CIATFS R PLANTINGDETAIL TYPICALANDSCAPEARCH iTECTS L SHRUB PLANTING DETAIL &N7 N.T.S.TS � pAVtL, UH NO 800 NW SIX`H AVE. SUITE 327 PORTLAND,OR. 97209 5031222-5612 290716 �- SITE DESIGN REVIEW I[ T- 19 �� f 1111` 1111111 111It11 1111 11 IIIIiII 1111111 IIIII�1 111'111 till) (I�IIIII�IIII1`1111111'III,IIIIIIIIIIIlI111I111I111IIII�111I111I111IIIlIIIII IIIJill III 11 A ((11111IfI1IIIlI11�I111I111IIIII111 NOTE: IF THIS MICROFILMED 0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE,' :T IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 S2 02 E2 22 IZ 02 61 81 LI 91 SI 01 F1 21 II 01 6 9 L 9 S b F Z n1I11111nNIN+llnnhu+lu+tlu1tl11nI+NIIIIIIINIIIIIIt�uulunlmdnnlEwllullHHlluulUl1IH11IuU111ulnnlnulunl"�II:ItlIIIIII111111111I11!III!IIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIUlIIIIIIIIIIIIIIIiIIIIII1111IIIIlIIIIlIII1111111IIIIlIIIIlI111i11111I111111111IIIl1I1111 M 4CEj MBIC']1 19 9 1