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13456 SW HAWK'S BEARD STREET-4 '1i^l r�Iftir.��y M� ll EORGE T. R;)860N r __JN U .' ER CR APR IA ..�.. "V • '-3 f FOR D, E N 2520 , ------ - - --- _ - -- ___ OF S . W. 135THAVENUE S . � . ROAD PROJECT Z EAM •� INDEX OF DRAWINGS PROJECT DATA PROJECT DATA OWNER - -- - -' BOWEN REAL ESTATE GROUP AO TITLE `_JAAE I PROJECT TYPE MULTI-FAMILY ZONING R-25 ARCHITECTS 2260 U.S. BANC.ORP (OWER BUILDING CODES. UNIFORM BUILDING CODE, 1991 :.DIIION 111 SW FIFTH AVE., PORTLAND, OREGON 97204 ARCHITEC rURAL INCORPORATED • --- STAT U ��0l,`1993 STRUCTURAL SPECIALTY CODE BUILDING H�-�5.5' C)" HEIGHT (503) 274-8400 _ _ _-____ -. --- - _- ---.------- ------___ A1.1 SITE PLAN OCCUPANCY: LI NG UNITS : R1 LIVING AREA 10,194 SF UNIT TYPE IA - 2 UNITS UNi T r'f'r 2,� 1 UNITS ARCHITECT �: A1.2 SITE DETAIL') GARAGES : M1 I,ARAGES = 3,700 SF UNIT TYPE 1B - 2 UNITS UNIT TYPE 28 - 2 UNITS CONSTRUCTION TYPE: LI Nr IT E UR IOTAL SQ. F T. - 13 894 ,F -�i TOTAL UN IS --- -- -- - - - R T$ DETAILS CLUBHOUSE: A3 - c - _ _ 3A - 2_ u,NITS ------- .1 UNIT TYPE rs - 1 p ur,Irs RAR ARCHITECTS IWORPORA TED A1.4 ADD ESS TI_A J 1 34 trVY FIRST AVENUE, SUITE 206 A 8U1 DI PIANS - BUILDINGS A/C/F/P/T GARAGEc V - GNE HOUR _ , PJRTLAND, OREGON 97209 A2.2 BUILDING PLANS - BUILDINGS A/C/F/P/T AND 8/E/H A-1 �_�.__-(503) 225-9095 A2.3 BUILDING PLANS - BUILDINGS B/E/H ICLUBHOUSE: V - NON RATED BUILDING J: 33'-0" HEIGHT 34 N.W. FIRST AVENUE PROJECT MANAGER : SCOTT REI TER A2.4 BUILDING PLANS - BUILDINGS D/N/QTR S'�'�''� � - ' � - - A2.5 BUILDING PLANS - BUILDINGS D/N/Q/R AND G/J/S .� � f-• � LIVING AREA � 7,080 SF UNIT TYPE 1A -- 1 UNIT UNIT TYPE 2A - 2 UNITS Portland, +dlBgOn 97209 MINIMUM RL4UIRED: 1,480 SF', UNIT (R-2 DISTR,C x 150 UNITS = 222,000 5F ARAGES 1,845 SF UNIT TYPE 1B - UNIT UNIT TYPE 28 - 2 UNI 303 225-9095 CIVIL ENGINEERING A2.6 BUILDING PLANS BUILDINGS G/J/S A2.7 BUILDING PLANS BUILDING K SITE AREA PRO�v'OED: 343,807 SF (7.89 ACRES) - -, __- _ UNIT TYPE 2C - 1-UNIT _ DAVID EV06 ASSOCIATES, INC. 42.8 BUILDING PLANS - BUILDINGS K AND L SITE COVERAGE: TOTAL SQ. FT.= 8,925 Sr TOTAL UNITS - 7 UNITS 2829 SW. CORBETT A2.9 BUILDING PL ANS - BUILDING L PORTLAND, OR 97201 A2.10 BUILDING PLANS - BUILDING M MIt4lIiALIV .ANDSCAPING REQUIRED: 20% B_UILMNG K_: 33'-0" HEIGHT (503) 223- 6663 A3.1 ROOF PLANS BUILDINGS A/C/F/P/T AND BICIH AREA PROVIbLD: IMPERVIOUS SURFACE AREA 225,913 ",i (66%) LIVING AREA 10,736 SF UNIT TYPE 1A - 4 UNITS UNIT TYPE 2C - 4 UNIT, PROJECT ENGINEER BRUCE MAGNUSON A3.2 ROOF PLANS - BUILDINGS K AND R ANG G/J,%S LANDSCAPING 117,8.9'4 (_547) GARAGES 2,356 SF UNIT TYPE 1B - 4 UNITS A3.3 ROOF PLANS - BUILDINGS K AND L STRUCTURAL ENGINEERINGA3.4 ROOF PLANS - BUILDINGS M AND CLUBHOUSE - -- - TOTAL SQ. FT.= 13,092 SF TOTAL. UNITS - 12 UNITS CONI-EE ENGINEERS, INC, A4.1 IST FLOOR UMT TYPES - 1A AND 2A 1308 SW SER,THA BOULEVARD A4,2 2ND rLOOR UNIT LYPES - 1B, 2C/3A AND 2A, 2B SHARED OOTDOOR RECREATION AREA: T^ PORTII OR 97219 A4.3 3RD FLOOR UNIT TYPES - 2C APID 3A BUILDING L• 33'-0" HEIGHT A4.4 CLUBHOUSE FLOOR PLAN MINIMUM REQUIRED 200 5F/UNIT x 135 (1 & 2 BR UNITS) = 27,000 SF (503) 244-0579 LIVING AREA = 10,194 SF UNIT TYPE 1A - 2 UNITS UNIT TYPE 2A 2 UNITS A4.5 STAIR PIANS AND SECTIONS 300 SF/UNIT x 15 (3 BR UNITS) = 4,500 SF GARAGES = 2,434 SF UNIT TYPE 19 - 2 UNITS UNIT TYPE 28 - 2 UNITS PROJECT ENGINEER DOI:G GANNETT TOTAL RFQ'D: 31,500 SF _ UNIT TYPE 3A - 2 UNITS _ A3.1 BUILDING SECTIONS TOTAI SQ. FT,- 12,62.8 SF r TOTAL UNITS 10 UNITS MECHANICAL ENGINEERING _ A5.2 BUILDING SECTIONS ---�"--"--�" '- - - - -` --- BUILDING MIN. AREA REQ MEPJT BALCONY AREA AT UNITS- 12,402 SF rr1 SYSTEM DESIGN COtJSl1LTA[JTS A5.3 LDING SECTIONS SATISFIED CLUBHOUSE: 1,756 SF Aj,4 IIDING SECTIONS � _ 33'-0" HEIGHT 33 NW FIRST AVE., SUITE 2 POOL AND SPA DECK: 2,077 SF BUILDING M: PO RTLAHD, OR 97209 Ab.I WALL SECTIONS WEST OPEN AREA (APPROX. 100'x75') 7,500 SF LIVING AREA 5,798 SF UNIT TYPE lA - 2 UNITS UNIT TYPE 3A - 2 UNITS _ (503) 248-022'1 A6.2 WALL SECTIONS EAST OPAREA EN APROX.P90'x90' : 8,100 SF ';ARAGES 2,444 SF UNIT TYPE 1B - 2 UNITS �y _ PROJECT ENGINEFR : CLIFF HOOD A6.3 WALL SECTIONS TOTAL: 31,835 SF _ LANDSCAPE ARCHITECT UNIT TYPE AND PARKING SUMMARY --, �- A6.4 WALL SECTIONS TOTAL SQ. FT.= 8,242 SF -- TOTAL UNITS - 6 Urdt IG � -- A7.1 E`,TERIOR ELEVATIONS - BUILDING P aNDERSOId ASSOCIATES R� UN, `=cJ I r SPACES/ NUMDER TOTAL BUILDING N: 33'-0" HEIGHT 2 EXTERIOR ELEVATIONS BUILDINGS A/T TYF'1 UrJ!T UNIT OF SPACES ------ - - -------22181 NW PHILLIPS ROAD A7.3 EXTERIOR ELEVATIONS - BUILDINGS C/F REQUIRED UNITS REQUIRED LIVING AREA = 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPF 2C - 3 UMTS HILLSBORO, OREGON 97124 A7.4 EXTERIOR ELEVATIONS - BUILDING 8 `-,_� ------- ---- -- - -- - GARAGES = 3,033 SF UNIT TYPE 18 - 3 UNITS (503) 647-7400 A 7.5 EXTERIOR ELEVATIONS - BUILDINOS E/H 1 8FDR00M - TYPE 1A 809 SF 1.5 34 51 PROJECT MANAGER : DAVID ANDERSON A7,6 EXTERIOR ELEVATIONS - BUILDINGS D/NjQ/R --------_ I BtDR00M A7.7 EXTERIOR ELEVATIONS - BUILDINGS G AND J/S - TYPE 18 745 SF 1.5 34 51 TOTAL SQ. FT.= 11,085 SF TOTAL UNITS - 9 UNITS N A7.8 EXTERIOR ELEVATIONS - BUILDING K 2 BEDROOM - TYPE 24 ',155 SF 2.0 24 48 A7.9 EXTERIOR ELEVATIONS - BUILDING L 2 BEDROOM - TYPE 2B 1,043 5F 2.0 24 48 33'-0" HEIGHT GENERAL NOTES A7.10 EXTERIOR ELEVATIONS - BUILDING M AND CLUBHOUSE BUILDINGII z � ? BEDROOM - TYPE 2C 1,130 SF 2.0 19 38 LIVING AREA 7,295 SF UNIT TYPE 1A 1 UNIT UNIT TYPE 2A - 2 U,JITS A8.1 INTERIOR ELEVATIONS 3 BEDROOM - TYPE 3A 1,285 SF 2.0 15 30 GARAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNITS a A8.2 INTERIOR ELEVATIONS �- --"- --" - UNIT TYPE 3A - 1 UNIT 1�■� 04 I PARKING SUBTOTAL 266 -- --- -- O 1. ALL WORK SHALL BE IN CONFORMANCE WITH UNIFORM 3UILDING CODE, STA1F A9.1 SCHEDULES TOTAL SU. f T.- 9,140 SF TOTAL UNITS _. 7 UNITS ADDITIONAL 1576 GUEST PARKING 40PQ C) OF OREGON 1993 STRUCTURAL SPECIALTY CODE, AND ALL OTHER GOVERNINGTOTALS ~- 150 306 - CODES, LAWS, RULES A,�D REGULATIONS. A10.1 DETAILS - A10.2 DETAILS _BUILDING Q: 33'-0' HEIGHT 2. THE GENERAL CONTRACTOR IS RESPOtJSIBL"�_ FOR THE COORDINATION QF A1.1A10.3 DETAILS PARKING PRO'JIDED: 48 STANDARD SPACES 151 GARAGES LIVING AREA = 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPE 2C - 3 UNITS ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, A10.4 DETAILS � � 24 COMPACT SPACES 116 TANDEM SPACES GARAGES = 3,033 SF UNIT TYPE 1B - 3 UNITS INCLUDING ALL SITEWORK. 8 HANDI ;AP SPACES 04 0. S GEOTECHNICAL. EVALUATIONS HAVE BEEN COMPLETED FOR THF SITE AND A STRI,c;IURAL TOTAL 347 = 2.31 SPACES / UNIT EOTAL SQ. FT.= 11,085 SF TOTAL UNITS -- 9 UNITS COPY OF THE REPORT IS AVAILABLE FROM THE ARCHITECTS OFFICE. S1.1 BUILDINGS A/P/T - FND & ROOD FRAMING PLANS 4, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE MECHANICAL, 51:2 BUILDING 9 - FND & ROOF FRAMING PLANS BUILDING R: 3`_'-0" HEIGHT �- pq ELECTRICAL, DOMESTIC WATER, SANITARY SEWER AND STORM DRAIN SYSTEM S1.3 BUILDING_." D/N/Q R - FND & ROOF RAMING PLANS BUILDINGS SUMMARY LIVING AREA = 8,052 SF UNIT TYPE 1A - 3 UN'TS UNIT TYPE 2C -- 3 UNITS AND CONFORM WITH ALL GOVERNING CODES, JURISDICTIONAL REQUIREMENTS, S1.4 BUILDINGS G/J/S - FND & ROOF FRAMING PLANS GARAGES = 3,033 SF UNIT TYPE 1B - 3 UNITS G x UTILITYCOMPANY REQUIREMENTS AND THE DESIGN SHOWNIN THE DOCUMENTS. S1,5 BUILDING K - FND & ROOF FRAMING PLANS BUILDING A: 33'-0" HEIGHT51.6 BUILDING L - FND & ROOF FRAMING PLANS LIVING AREA 7,295 SF UNIT TYPE 1A 1 UNIT UNIT TYPE 2A - 2 UNITS `!- - - i�► S1.7 BUILDING M - FND & ROOF FRAMING PLANS GARAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNIT TOTAL SQ. FT,= 11,085 SF TOTAL UNITS - 9 UNITS A m THE CONTRACTOR IS ENCOURAGED TO STUDY THE CONTRACT DOCUMENTS 51.8 BUILDINGS C & F - 1ST FLR FRAMING/ FND & ROC'- FRAMING PLANS NN 'DNI T TYPE 3A - 1 UNIT ' ►�•y F+�1 (n IN DETAIL AND TO REPORT AJY DISCREPANCIES OR CONF-[-ICTS TO THE S1.9 BUILDINGS E & H - FND & ROOF FRAMING PLANS --- - _ ARCHITECT IMMEDIATELY FOR RESOLUTION, TOTA[ SO, FT.= 9,140 SF TOTAL UNITS UNIT-, BUILDING S: 33'-0" HEIGHT_ -_ S2.1 TYPICAL '"LOOR FRAMING PLANS I LIVING AREA 1,080 SF UNIT TYPE to 1 UNIT UNIT TYPE 2A 2 UNITS +� 6, IF A CONFLICT OR INCONSISTENCY EXISTS BETWEEN THE. DRAWINGS OR S2.2 TYPICAL FLOOR FRAMING PLANS U 33'-0" HEIGH F GARAGES - 1,845 SF UNIT TYPE 18 - 1 UNIT UNIT TYPE 2B - 2 UNITS r� M+` 0 SPECIFICATIONS OR WITHIN EITHER, THE BETTER QUALITY OR GREATER P,;ILDING B: --- _ _ UNIT TYPE 2C_ - 1 UNIT QUANTITY OF WORK SHALL BE PROVIDED, SA'1.1 FOUNDATION DETAILS LIVING AREA 10,194 SF ~TUNIT TYPE 1A - 2 UNITS UNIT TYPE 2A - 2 UNITS TOTAL 50. FT.= 8,925 SF TOTAL UNI IS - 7 UNITS 54.2 FLOOR FRAMING DETAILS GARAGES 3,760 �F UNIT TYPE 16 - 2 UNITS UNIT TYI-� 28 - 2 UNITS z;-1.3 ROOF FRAMING DETAILS I _ UNIT TYPE 3A - 2 UNITS S4.4 ROOF FRAMING DETAILS TOTAL_ SQ. FT.= 13,E394-SF TOTAL UNITS --" 10 UNITS -BUILDING 33'-0" HEIGHT j �j T � 54.5 CRH '; PACF FRAMING DETAILS I LIVING AREA = 7,295 SF UNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITS TITLE VICINITY MAS' �1 � , BUILDING C: 33'-0" HEIGHT GARAGES = 1,845 SF UNIT TYPE 18 - 1 UNIT' UNIT TYPE 28 - 2 UNITS SHEET `- MECHANICAL / ELECTRICAL - - -- --- UNIT TYPE 3A - 1 UNIT _-� LIVING AREA - 7,295 SF UNIT TYPE 1A -- ' UNIT UNIT 1 .'PE 2A - 2 UNITS - - -- - --"- ��� ME1.1 MECHANICAL ELEC IRICAL SITE PLAN TOTAL SU. FT.= 9,140 SF `TOTAL UNITS---- 7 UNITS i - GARAGES = 1,845 SF UNIT TYPE 1B - 1 JN11 UNIT TYPE 2B - 2 UMTS - - f�\� 1 ME21 1ST FLOOR UNIT TYPES - 1A AND 2A MECHANICAL/ ELECTRICAL - _ _ " ,-- UNIT TYPE 3A - 1 UNIT MEBHOU x; I 2,2 2ND FLOOR UNIT TYPES - 1B, 2C/3A AND 2A, 7_D MECHIOTAL SO. FT.= 9,140 SF TOTAL. UNITS - 7 UNITS / ELEC / . .= 1,890 S.F. ^ / MEQn TOTAL SQFT 3 3RD FLOUR UNIT 'TYPES - 2C AND 3A MECHANICAL/ ELECTRICAL ,1 / Qu,S frEai'' < J 33'-0" HEIGHT / L_� ---M revisions: N ME2,4 CLUBHOUSE MECH / ELEC PLAN BUILDING D: _-_ _ _ T--- � -_- J �i,/ MF2.5 CLUBHOUSE HVAC PLAN I iVING AREA = 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPE 2C 3 UNIT`, GRAND TOTALS -- 40 ................... . ..... .......... Q - ME2.6 ELECTRICAL PANELS AND RISER DIAGRAMS �____ GARAGES = 3,033 SF UNIT TYPE 1B - 3 UNITS � FOTAL SQ. FT. FOR TOTAL Conditionally� PP ved •'•""""""" "�� �� 08/211/96 / 19 BUILDINGS 193,0133 SF NUMBER OF UNI i S = 150 y O TOTAL SQ. FT = 11,085 SF TOTAL UNITS -- 9 UN,T., For only the work as described In: CIVIL ENGINEERING r PERh11T NO.�t �--� ` y 09/30/90 L HAWKS BEARD RD. letter to: ••• / -- - C1 EXISTING CONDITIONS PLAN 1 SeeFollow ........ ....... BUILDING E_ 33' 0" HEIGHT >1",/• / w (;2 GRADING PLAN LIVING AREA = 10,154 SF UNIT TYPE to - 2 UNITS r- UNIT TYPE :!A - 2 UNITSAddress' f w• wkI lip? .r�-�k r _ C3.1 STORM SEWER PLAN _ 2 UNITS Job ._.__.--- date: 05/9/96 SITE �, C3.2 STORM SEWER PROFILES J GARAGES - 2,434 5F UNIT TYPE tE3 - 2 UNITS UNIT TPF 3A - 2_UNITS �' �-� C4.1 SANITARY SEWER PLAN �� TOTAL SQ. FT.= 12,628 5F TOTAL UNITS - 10 UNITS , y� sCale: AS-NOTED C4.2 SANITARY SEWER PROFILES `, REVISIONS -- 051 EROSION CONTROL PLAN, BUILDING F: 33'-0"-HEIGHT - _-- drawn: CRH _ � ''ATO FLANS MUST BE ON JOB SITE NI WETLAND C5.2 EROSION CONTROL DETAILS LIVING AREA = 7,295 SF UNIT TYPE 1A 1 UNIT UNIT TYPE 2A - 2 IJN11; 1 C6 NOTES & DETAILS GARAGES 1,845 SF UNIT TYPE 18 - 1 UNI r UNI r TYPE 26 - 2 UNIT°, /) 08/21 196 �� 1 i W 0)1,r1I 01PL _cO !"r1C , , job nv:- 9603 _ C7 DETAILS UNIT TYPE 3A - 1 UNIT I . I I, 9.140 SF TOTAL UNITS 7 LINIT', / \ 09/30/96 - PLAN REVII W CORRECTIONS SUMMER 1_AKE _ r �� � a 't . CII' UF TI('_--- ' l ANDSCAPF j ARQ BUILDING G: 33' U" HEIGHT Approved ��.,., ,, PARK • ' 1.1.1 LANDSCAPE PLAT! / 1ITIDO AREA 7,000 SF UNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITS Conditionally Approve (� 11 2 LANDSCAPE PLAN I,AQAGIS = 1,845 SF UNIT TYPE 1B 1 UNIT UNIT TYPE 2B 2 UNITS r UNIT TYPE 2c _ 1 UNI r_ G.....r _1�T�j; -v>�� 'D 13 �1 �, � IT TYPE App►pvo,T y 0, 4A PERM -r No � Y �, r� ,0 � 101A, SCJ I T. 8,9,-5 SF TOTAL UNITS - 7 UNITS) ..'�.. ..�i� .. l '• ! ,,�i BRITTANY Con Lettclr to7_101 _ F-;�low ,.,,,+„ :Ae ' - ` For only the work described n: "LlC,n�I �,�•;�` Attach....... ....... .. [ ., PERMIT NO.;Vt) - /� JobAddre�e -- See letter to: Follow.. .. _ " _~-1 _ By Job Addr c , [ 1' , .-- _ _._______.__.______r 0 • . 0 . ... ... . ...... �s --__ MST'96-0214 to 96-0231 -_ - - ' 13456 SW Hawks Heard of 106 ........, .,,. ,... .yam. .:: „-vs.:."""•T"'iLW,R'F+3r.�•1NK . :•, ,,�•=,rine...�.�v,,.�.+,.s�aiv,.:.,,,...n..+.� - ' - , , -. ... f�Tjlli 111 III Tlllll.I .111 I 1111 �.jl-IIf i 1111 III 11TT11T1111 IIT 11tH 11111111 lli LII III III III I I III III Ill I 1 111 T11 111 ICTUP1iF THIS DocuMrtv'r IS t,Fps .,...�LEGT9LE THnN 'I'H1F NOTATION, _ _ __- ` , _ _ _�__ IT TS DUF TO THF, QUALITY OF `�- --- --y_ -- - 36 THE ORIGINAL DOGUMFN - -- - - - - -- -- J �18��, c 9tc :c �» �IcI ,I9II Etc oz e� tilIT111IL11 9'll �il �` IG>< I >, TI �t�I� i ` I 9I 9ITI� I IIIII�hiilllll Illll ll,liifllllllll Illi�ilil IIII�IIII IIII�IIII I!!!�IIIIIIIIIIII:I���,�IIIII IIII�IIII 111,11llill IIII IIII 1�IIIII►I IIII Ills IIII IIII ull Illi !!;I IIII IIID III IIII IIII liil IIII ull IIII nn liil nn 1111 ull nn n1l lul 1111 IIII ul!lull 'I idir ,rgrP 4 ``� � IdF ni 1e ;I , i i,iS , Mfr N i jY �' J I r S I M . fi r 4. .,. .. .._ � (�. ... -. _. ... . �.. ,. v � _, _ -.;- .... �U . ...r'.. e... -.r... - .. .:. �l.. ..: , r ,. ... �. .. .. .. .n„_ � .., � . . . .0 �.. Y 9n{,. _..: .AdA .P r..aL ay. 4... .. ....., ,. r_• tr. aL L • ,. .. ... � } '. .. ., .. .. i, .:: 4 �� ; �., In R«.{,}1 0. 1,.11 �4-t.Uw,4.:.a, rill' ,.. .. .' - �'�..i .. ...; 1 .. .. .l ...v ,. '' .�7!F1� :...x'.�,115' ,.. , .. ,:w '.. ... �J.�n • 'h'. t t �.1.._.,...,,.,.,. ...��..�:.r»i,n.,.a.... ... ...�. �-.; v s. .�.,., ,.... ..�_.... ,,,.-.,. ....1. .. ... .. �.... -..�,� .- �.... _...,v. _,... � �..�.....� sn, w...-. �v-w.,.�o.bY.Li�m'..c1-�iN.:�:,a.�i� '�f�i7s .c. 'nnV: k.:..a:.r>;,�;�_�..u+��,,...a..m; �.,..,J...rc-dWbs..�. a �77A: 4 .,. �. w I Tr NEW i+ALF-ETREET --.. IMPFk vE"ENT ,r J --.'- _ _ -- --- .-. . __- __-___ - --- ------ --- - ''------�..,`. �.� ` PORT , � S. W. HAWKS BEARD ROAD �J , OR GONszo NEW c, c.UNG. wry OL, S ILwa�K- r ' 1 ■ 00 I� LINE OF 6ETB:�GK y �F.►a �I m �0 . cIrT.7- = e NEW D£D:GATED i I PURL.I G Rk.wT-.� W_'Y d _ NEW II SIDEWALK I i II I®'-0” 24'-@"_ \8;-fA" „' @" 1 1 - 19 B 4" PAINTED 2A I UNITE T UrdITS I la A�.I 1 -1 UNI1S A�.1 IA — -,. 94 1 3.] C STRIPE TYP 2B Ig - ID 2A 2,4 Ig 2A J _ - it 15'-@' s4' 24 2A K1 0 ZA 7 ' SEBAGK - 3A EXIT. ?� _. . . , �>� .. ____- � � 2B 3A � �» 2B 3A _ .. 2>8 � '; ---- �- � NITS _ -��-- _ - � �,ItS , ARCHITECTS DRI VEwAY - = c ---- b 2© -� -, / a -_ ■ - __ ! I 111111! ! i I INCORPORATEF �_�._ a F.N. 21'-I® 1I2° 0 l� DG �► . �,.. / s I I I I I I I I I I I I I n _ El �- ILII IIIIIIIIIiII _ \ _ AIS - - w _ _ MAIL /,� b' NIGH SOLID WOOD 29,b 3/8'. - r - R c+ -- LOCATION 1 FENCED TRASH C M41L KiOr�K fel -@" 9'•@" 4 -37 WIDE Y C /:+GPAVING- (5% 61CvCLE �n _9'-@"= ENGLO>31JRE, TYP. I0 10 v ti. co 34 N.A. FIRST AVENUE AG PAVING 13 9, 0;, 8'-8"$Tr<IPEG ,n 13 ; RacKS It a'-8' b'-@" 1 - _ Portland. Oregon 97209 b v Al2 CR03SW.:4LK, = v a AIS — i T- ti - Al2 Aid �► `- Ac PAVING (A)IJ_ �++> �vUL1D WOOD IM M (5A3 `+ - TYP __. .__��=- �„I ) 225-9Q$5 _ _ �k •- - 51 Fk'��'E TRASH 6 __ vIM 7P. ®'-@ 1/2 le iE'r EX15T CONC. j SeI a ,W L RE > ( � I 34 SIDEWALK j I I - I ' FDG 2 F. 29�-6 IiZ,1 � FD y I 9 Gl 1 9 N Lj C6 - �_._ -- - - -- La 9 UNITS ._ A�.4 LOGYAt E 2�` ION FOR --' l5 BICYCLE 20'-0 1 2 � f m \ 24'-0" 18'-@" , , 3' _0 1''11 1B 18 2B C I B IA IA 1�. RAG ,� . ■ 219 -_ - _ . 8 - 2C 15 IIS 1113 -�? 1.. __ S - -- --. cn eA2 __ 2C 2C 2C Z4'-0" 30'-I� - �L...�..r f`- 1 TCT 1 �!It9 - ` / LOT r `'"—' � /- --- EPI�OPZ=r�T" CLUBHOUSE _ 2't' a I/Z" 5 1� - it e, L�cz�► goLID woos I LINE W 13 0 ---- -- - FENCED TRASH 1 ENCLOSURE, TYf'. I IA _____- .• �. )c A 9 r ---NEW CUL DE-SAIL •�' W b Al ` . IMPROvE"?ENT Al2 FOOL _ ( , 3 lA _ n 5' HIGH FENCE � `,- _ ._.`._._ __� _.� TYP. 20'-0" Ig / ♦-- Q FOOL ENCLOSuRF SPA WITH SELF LATCHING i �- 4" POINTED � � 4" F'.:INTEO GATES f T I Z IA STRIFE, TYP. -- I STRIFE, TYP !A AZ.4 AL: f- 115 o �•• 3A LOCATION 3@'-b (5, BICYCLE 1� 2C A1.21 I 12 UNITS d 1 a R _ j 15 -♦ - 5 '__' - AC PAVING-1 __ _ __ I© UNITS TY F' � '1,� - -_ __ _ � UNITS I � `, 2P 1 iq j 9 'uNl I ! Ig _ 30'-b" , z Ig rg ■ 2C ? -0 24'_ -®' 12 ' fa C6AIS 2C I,4 A...4 0° - l y �/------- --- W 1 I j uNltg ' , � DG AIS 2a'-@" i13 � � L TY P, G - -- --- - - c I -^ � S` C I I 1 lJfvIT9I ._ � ?B • . � V FH�� y II ! 111111 ! ! ! I A IB I I___ Ig a 30'-6G G G G G I f` 2 : _` M.:IL KIOSK �'""" G `T 20Z �� 0 7, �--- '10, , _�--,.� - � 92'_1" Is 4-0 WIDE _ 3 - ! STRIPED tm `' _ © `_ T a Fcc -- -- - Al2 +I CR055WALK, 4C P,4VINCs _ Al FDG _ ' I Y 4'-0" WIDE TYP. © STRIPED F.H ! - - T, 10 TY F. �� l - "--MAIL a AIZ \���\.� C rJ� o M t ' �f, _ b' HIGH SOLID WOO A O°.�IG \\ C t� _ _ _ � � �1 ( � C�61 — FENCED TRASH � �� � aC P.aViNG �'' ,- ® _ `�' . � -@' + � V r ,. ( � .:C -r✓ * _ Fv _ . "" ' � � 9 -0" IQ> 5 _ ENCLOSURE, TYP. _� g 1/2 TeacK -_- 0° WIDE EXIST. AIZ = - � © Al2 -�LOCATION�FOR / �:!'RIPER DRIVEW.IY -- C _ 1 `� - r (5) BICYCLE CROSSWALK IT A�.I RACK$ TYP. IA �. IB 214 24 13 25 3A 25 2B �r. j � . cq '0 UNIr Al2 2A 74 ie -__., w '_�..r-- 1® UNITS I 18 - - G I 1 3,4 I �' 25'-@' y to If3 .2,4 10 i — 3Ak 213 3.4 -�- , UNITS 24215 I SITE �— , -._. _ 213 IA / PLAN ii, EA2.I �JETLaND � -. I .. • '■' SETBACK j _.■ __•- revisions: CEL NEATED SITE PLAN NOTES u�TLAND e�oUN>�aR� 1• BOUNDARY, TOPOGRAPHY, AND SITE INFORMATION 15 B�5ED UPO',I OWNER f ` --.----------- -- PROVIDED SU"-T l 2. COORDINATE (STREET .AND DRIVEWAY INTERFACE REau'RE"ENTS WITH TOE ' R E E N W A Y �� � '_ T � - CITY OF tIGARD. NATCN AR r„� G{=SICsN�+ E5 S G EW.aLK - --- %1, 1U44!Cw IS "T GR,4r-E WiTN "a C. PA✓ING. date: 05/9/$6 3. COORDINATE LOCATIONS OF SITE UTILITIES WITH RESPECTIVE UTILITY -. COMPANIES, AND THE CI✓IL DRAWINGS. 4. COORDINATE LOCATIONS OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS, \ 5. PROVIDE SIDEWALK CONTROL. JOINT$ AT 5'-@" O.C. AND EXPANSION / drawn: CRH -' JOINTS AT 20'-®" O.C. �'_ job [:o: Si6()'( b. --OR FIRST FLOOR 'OP OF SLAB ELEVATION SEE CIVIL_ DRAWINGS. _ LE G`.ND 'I 3IDF:WAL<S TC �4AVE A WIDTH OF 13'-0" CLE• R UNLESS OTHERWISE NOTED. 8 -ILL &DFUJALK5 P,%R,.�LLEL TO P.'RKING STALLS TO HAVE A WIDTH OF a F.H. FIRE HYDRANT 6 -0 CLE-IR I 9. PROv!DE a 5'-0" CLEAR OPFFNING IN CURB AT ALL CR08$WALKS I •{ FDC FIRE DEPARrT-.NT CGNNECTION -2 1 1(d PRO/IDE DIAMOND �"IEBH TACTILE WARNINGS IN 51DEWALK,�a AT ALi_ J cRO55wALK LCI LONE. i ivvvv. J /� SITE PLAN 1 - 30 -0 6@3-SI7E 0 15 30 60 0 MST96-0214 to 96-0231 13156 SW Ilawks Bfard 2 cif' 106 �'l�rltl�IM� .��ollNw�ra+Ie -. .-,._ .,,,.,., _. .r, .. •■,wMYll�! elt�is f I f 1 I I I I I I I I'► I I t I I I I I I 1 I I I I IT T -TT111-11p 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I , 1 I 1 1 1 1 1 1 7 1 1 1 1 1 1 1 11 11 1 1 1 TF TH1� T)OCI'MFNT I5 LESS �� I L I I I I ( I I I I I I l �j I I 1 I I 1 , I I l I l I I I I I I f I ( I r 11 1 l I l . LFG T R1.F THAN THIS NOTATION I 1 I � I JI 4 I G �� � T1 I� DuE -0 THE QUALITY OF No.se 'rHF, ORIGINAL DOCUMENT. --- -- ---- - ----- -- - -_-_ _._.__ __ _ _ _ __-- _-- _ — -- T. - �=��• I �,,,� >E �� 9S GTS 9tG I Z T 1161 Ir�� Trr2. r o��z f i g G tI!IIIII I�II!!Illll Illlllllfil IIIIIIIhI IIIIIIIII IIII�I!IIIIIIIIII�IIIIIIIIIIIIII IIIIIIIII 1911111111 19111IiIll�l�lll�ll�llll ILIIIIIIII TIIi��lll IIII1IIIIIIIIIIIIIIIIiIII II�IIIIIIIII�IIIIIIIII�iII IIII��IIIII►�II�IIII -�$�r DIAMOND MESH T"CTILE WARNING, TT>°IGaL AT all 0 A to °JLOPEJ' EXTRUDED LINE OF f �~ Q. /ARIES EGl. h► CONCRETE CURB ROc':F ABOVE -- - - ------ - SLOPE 1:12 M.;x _ _ 6" :b" ` FORGE T. RQBiSG C� 4• �✓ l - I" 411 " I - 4" T"K CONC. _.- I LINE OF -- i 81DEW-.LK fvaMP 10 f �- 3;4' RADIUS FOUNDATION ( - I _ • / tblM. 3' 48PN.a�TIC / _. - _ - _. - - - - 1 �I POR u OR GONGRETE PAVING ' �j � o w _� � / I FINISH GRNGE b" CONE GOMp4CTED GRANULAR REC1 55EG LIGHT I I I I 61 CURB -- - \ BJSF - -- ---- -- FIXTURES, O c� r ___... y � \`� � � SEI` 3r-IFFY ME22 I r -�•��� �R 1{�} I I I "� CONCRETE \--/ -/ SIDEI:IaLK VERIFY ROtYsa+ 11 '�- - OPENNIN(� I 4" GONG SLAB.' _) I I DIMENSION W' COr IPAGTED a - r1�,huFACTURER \ CsR.+NUL"FR FILLIf t7 TO NOU5E r 4 -O" WIDE Co a � aO � �TER STRIPPD A) EXTRUDED C ` NCo CURB MAIL KIOSK PIAN w ,T - - DIAMOND MFSH TACTILE WARNING �� � f A1Z ; ,,� , ►'-@" b©3-DI3© Ali 1;4"=I -@• baa-e138 SIDEWALK RAMP ARCHITECTS Air NTS INCORPORATED 4 CONC vj_AB W' 6.,<& w 4 XWI 4 LLAIF / _ - 4" GOMP,caGTECi C�RANUL•+R FILL. tYP. NI- EXTRUDE© CONCRETE CURB ►VOTE. __---------- - - _ ---- - - Tt41ClCENr:D 5L-�P. EDGE * EXTRUDED EXTRUDED COMP. SHINGLE -- PROVIDE TACTILE / I NOTE / ')IDELU"LK PEF'.IMETER Tl p -CNGRETE CURB / ROOFING 34 N.W. FIRST AVENUE WARNING STIPS AT / CONCRETE - -----_---- ._.. 3 AC F-'.;�'INCc/ 4" CONGRE TE / \ 1 -:�L CRO55wALICS I CURB EXCLUDED \ Ported vregoln 97209 L__ - AT SIMILAR COMP.. C-ED GR.::'NUL,"+R 9L P wITH bxb � SIDEWALKS AT �__ / �xb R.�KE BD 6.1 FILL � �, :b" _ –.— ---- (5031 225-90'85 4� RE RA 1 ___ _---� / -- - -- wl4xw14 w�.UF,' -moi ___._---T_�____ -- \ T_ , _ � 4 1,, GOMP:'CTED i T_rEF;PAN 13 CROSSWALK LOCATIONS ,� � � , GRANLJL.�R 1L� DI a 3 _,5P"ALTIC AIS 8' ;'-J' 603-01.15 --- CONCRETE PA✓iNG. - 2xb V"&C!" -- ---•-----� _- -_--,`_..._�. GR.aNU�AR EASE --\ � � o a I - i c - I MA Lf30xE5 --1 WCOD TRIM r"� a I I I I I 4" WOOD L."P -� '0 =1I ISI I I—I I SIDING - - - __ ---8'• _ �,���o � o cn p iIILIiIIIIIiiIIIi� _,_„ � --- �m SIDEWALK EDGE AT PAVING b CURB AT SIDEWALK _ MAIL KIOSK ELEVATION .d►�.� N.T.B. b+?J3-0143 Al2 � I;� ' I'-@" A�Z I/4, =I'-C"" 6@3-0139 G@3-0131 3" dG PM✓If�i:a% Tu Cu'.ENED 5LaB EDGE AT PARKING S'GN 5'1�EW_LK PERIME'ER• TYP. -. -� \ - ------ - 49!4 s- GONG SL 3 WITH 6X6 '111.4XWI4 UAIF- \ 4' GO►''Pai.TEb GI�•�.ANULAR FILL, T-.-- 004 1 EXTRUDED :GNGRB'E CURB. TYP. \ \ Q b'-@" 5'-0" 41!4 VARIES 1 I - COMP SINGLE ROOFING,' -- --- --- / RECESSED LIG--It \ _� _ F�xTURE BUILDING PAPER/ 1/2" PLYUID. SHTH. Z 4'' CONI SLAB 3,'8" PLYWD. 2x4 R��FrER°U x G VARIES _.__. . y'6., I GOMP�GTED SOFFIT G7 -- - ---_ I GRANULAR FILL 4x9 BEAM- -�\ 2x SLCCK'NG LIGHT POLE b' b., \ I �-.____- d -�'-- / BE+OND * -- I 77. WOOD LAP SIDING- - -2xb F.�SG1. - I 1I ---- -- TACTILE W- RNING N d fel STRIPS .:SND CONTRASTIidG OTTER Ar\D T7 -- I \ Uj ap COLOR .:r R,�MP, TYP. DOWNSPOUT ". "I t'S0XE9 --- -.- --- ---- WODU LAP SIDING/ � f1�y – – – r ��--- – ––– – – - - E a L 1 I BUILDING Pa�w �y �fO Z o - TINGPL. IBEGw ^ "' - - _ �_.- '� 4" CONC. SL.+B w, ! 2x4'a 4t Ib° O. rr hh R I jq ®, .� FIBERMESH I W V /L_ NOTE REINFORCING% y .'�� _. - - b CGI"F"4CTED -- <. + --- SICCC�I '/ERBAGE AND GF.+NULAR FILL I © i I --THICKENED Si.AB ai t OUR RAMP I STRIPE GOLOR5 TO ,n I I / EDGE - SEE 5rRUCTUR-.-1.Lcn \, GOMPL wIT�+ STATE DRAWINGS V �---- 4" PAINTED AND/OR FEDER"L - STRIPE, TYP. -_—* � REGI,ILATIONS. -_--- SLOPE � CURB D�ETAiL. AT PLANTER HANDICAP ACCESSIBLE 2x4 PT. SILL PLATE NT$. 603-D14' , PARKING SPOT 3 MAIL KIOS ECTION — � 0 cQ9.4 9-4 62+3-013'1 Y�1RIEb SITE DETAILS -•�- TACTILE WaRtV1NG PARKING SIGN � revisions: (� STRIPS .SND Q r CONTRASTINC• COLOR +I p / \ a�� I y _'2\� 09/31/96 ---1-- 4" CONC, 9L�+B/ �' -- - - 'r-- B - - -- - I COMPACTED � I I -_ I date: U:5/9/9H N T.S t LL \ r+ 3" Ally- ✓INC/ 4" CONCRETE SLAB W, 6X16 W14icW14 UA1Fr C0►`fF'ACTED GRANULAR 9 easy: ---- - ----- 4" GO"P.-.CTED CsRAIVULAR r'ILL -A 7 I scale: AS NOTED _@ 6 -@ � / \Al2 �-a - GIAMDNU MESH �___ LBOxES ...--- --- - "SAI TACTI'E WARNING SLOPE 1.12 — / I 0 drawn: •INC 11 WOOD LAPI / ! BUIL_DR 1G PAPER/ I uh n: 6 — -2" PLYWD. 3HTH./ , ra 9 03 2x4 STUDS--------- - -- - -- - - 1, �... NOTE. SIGN VERB.+ AND 4, 1-i/4" WOOD -_ �* IL STRIPE GCLCRS TO TRIM "`..' s- ir3 ;-„ 1S ; ,, � •. �'� OI"'PL Y W1c C - 4" PAINTED A\ND/UR FEDERAL STRIPE. TYP. REGULATIONS DOU1N SPOUT ---- a"- HANDICAP VAN CURB RAMP DETAIL - - _ a ACCESSIBLE PARKING _4 MAIL KIOSK CORNER 1 402 A�Z N.T.S bQ)3 0134 At,� -G7° 603-0144 A1� ' ''� ' -@" bm3-0196 MS"1'96-0214 to 9fi-0231 1356 SW Hawks 13eard 3 of!06 IF THIF, DOCUMFNT IS LFSS Tr1�fjlljllljl Ijllljl IIIIIIIIIjlllil 111j111II � llljl 11TjT1T 1�T11�T11�II1 1 T�1jl�l l�llljl Ijllljl IIIIIII Ijllljl Ijlll I�IIT�1 1111 T�1ll�f 11111 1 IIIIIjI III�III Illjl�l I�! ;1 I I THIS 1 I I I II 1 I I I I I 1 1 . II l �b 11L I I I LFGIBI.F THAN THI. NOTATION, Z G J 4 ---� �_- -�I-- � -�-- -�--_--�_. IT IS DUF TO THF QUALITY OF THF ORIGINAL UOI:UMFNT, - _ _ - — -� _ -- -- _ -_- -_- -- --- - No �•`-rss',��' B RIZ E'Z LZI 9Z ZZ �Z S�L G I 119 OZ Ht 9tl �1­9 fiZtlllllll IIIIIIIIIIIIIIIIIII IIIIIIIII ILllllilll 18111Ililllllllllllllllllll�lli IGIIIIIIIITIII�NII� � ����I�jjI�IIIIIII IIIIIIII � IIIIII�IIIIIIIII 1 1 13 4 CONT. RIDGE ,/EN � � lJnr I OR r 520 ~ - - ROOF-- -== _-_--- --=- _ _^ -_ ------ ----- =-- -- - — ----- OF ---------- -- ----- /__'___`_ --+`IE ICL csUTtERg .----__ __---__----_ - - - , t WOOD TRIM-- -- - ------- -- l -- -- - --- -__- - - - ---- ------ - - tLOOD TRIM ------wOnD _' AP SIDING 1X3 DOwNBPOUT - 6 I ROLL-uP DOOR ROIL-up DOOR ROLL-UP pJ01! CklRG..� ,JP DOOR U* C - ROLL- OOR - ARCHITECTS I...__._y -- -_ L _ _ - — 1-I- 1-.-- LL-- --- -- - - f ---- - GON FOUNC)ATION -- L 1 _ INCORPORATED, _1 L. - L- - - -- - - -•1 _' -_-- 1--,-- - - -- -- - -i 1-- _•I � 'vGFCOTI�_a SEE � ! I _J ri"N GARAGE ELEVATION S4 N.W. FUW AMUR t7N GARAGE ELEVATION �°(5o; 225-9095 Oregon 909 I, I ( I I Iwo2 RAR I NOTE. I I A9.4 - CONI RIDGE' VENT i I TYPICAL AT ALL _ rsARACsE 19A1'S CX)Mf-,, 5641p'(3LE r�v�IN[„ BUILDING PAPER, _...- _ WITIA AT 'b" O.G. NrJF. Rl SSE9 AT Z4" O.G. I WIT1a 5!8" G.ro BD. � � n I I .___ \ ,Q1.� IZ � `/ Mira PL17 i� S.-IT41, I 1 M7TW SIDES, TYP.- �i .� , Y 22'xy�'. .:ar',C «,r.:c:E98, ,:�rrlG JR�aFT5Ta7P / .s x30 :.Ti�G •:GGESS, I - /� aEE 12/,x:1C-3 �� Y. ac.E 1:/,410.3 I N I I ! r� 4 O/ERHEAG � 1 8" GYP. BD. CZJ Ls ER5 5 B"DOORI`P I I AG` P. ESD, Ti j2I1 HEADER �-_--� !•- 5�8 GYp. DD., I ! 1 I I 13 TYP ----- S I I IDZ WILOD LAP SIDING% BUILDING PAPER/ / 1 — 4 ' CONC. SLAB w 1.2" 31''P, 5PT14.,' I I - 2x4'0 AT 1(p" O.G. FIBE'RMESH REINFORGitvG: / .� 1 - TWICKENED I i / 2" SAND/ /� O Ii I I °��c;B EDGE, tYP. I � . b MIL VAPOR BARRIER/ COMP. GRoNULAR FILL a c—SLOPE 1/8"MT.- / .a C $ 1 1 L- 4x12 _ -- - - 4x12 - - - 1(. 4x12 _ . ' ,x _ 1 1 4x12 --_ -- I �2 F I + „ - 2 -+ T441CKENED SLAB EDGE "2 -1 ' �M 2'-1 3/4' L I'- 1/4 M / Z -1 9/4 - 0 \\M ( 21 �,. I 1 14 / Q ^f Ar GARS .3E CCG'R_a - - fh _ t2'-3 I/Z moo 4._.. -- p, 3 GARAGE PLAN AI3 AI3 4 GARAGE SECTION ..� z A x.1.3 I;4 . � -o - - —' AI3 t,a � cn a 2) 2xb TOr' "L-ITEg ON EDGE w' a11"1PSON :EI-AP CA:P WUG2r,-2 HAtr'sER GARAGE b HT EACH END ------_ -----•-�"' A13 j .AND SITE 6x6 P T PO°aT - _- _.-- _.. ,._ - 6x6 F�T. hO;'iT GYP. 3©. ----- � - WILOD L�►� SIDING; DETAILS I�'1� TT �f (1 - __ BLDG. PAPER/ ,__ __ ._._.._ _ . D 1 t'�.lLtJ ry ?x8 ROUGW SAWN - ( Jr „ „ I 1 2'' Cal'F='. -+1W. 3/4" BULLNOSE R.1C 1U.! �x4'e AT Ib" O.C. I�Z �t,�x Im��e / - - - L-+G BOLTS AT 3F Of, - - r"2) 1xb e GONtlNUOUS l - a" cavc. SL4e w� GOuNTER SINK BOLT "EA Dg ON EDGE Lu' S MPSON /� 2x4 P.T. U1/ SILL SEALER- rIMERMESW REINFORCING 1 1 Z SAND i 6 MIL VAPOR .X6 X IZ" BLGCKING -- � � ._ I :�T .BCW END `--� -1�2" p FORM�L7'� � � s;a, Y ' E y 'r i BA IFR i COMRAC EM AT 36" O.C. - ----- __- � \ 3" a.yPW,�Lr+G GONCRE E pNvING 6x6 o T JOINT FILLER- - , t CAA :JLAR FILL revisions: _- I - - _- � b' C MP.:+C ED GRANULAR BASE / ! I I POgr t'I P !�I --- uJOOD LAP SIDING ,1T PARKING AREAS, / `a I I (IA" COMP•+CTED GRANULAR BABE + UD gWrW \ 2 09/90/98 LING 1PER' � "�� � �' BUILD LG SID NG i I I I __ e'' Q ,�.T CRIVE a SEES -_- % BUILDING PAPER ' � , 7" PL�'l ' � PLTwD. SNT,+ I I 5'e" PLYWU. SIG Ks - - x� ---- �--_ .- I 2 , 2),6'a ^N EC,GE 4' rONC� SLAB tll, 2x6'5 ON EDGE . -------------� f _�_..._ _ - 4" CONCRETE SLAB i( I r� �IBERMESH F2EhI�C>RC ING i . Arrt \ f,Y )J ITN bXb W'.4xW1.4 WIJF.' �p ;p �1. _ 2' SAND / b MIL v4POR i b ' GOMPAGtEp 0%RRIER r Got"1=ACTED I p I I DUMPSTER- - _ .---- --___ _- I- - - 18' DIA. C.ON�.RETF ( i SRANU_AR B4 'n I C� �NGLAR FILL ---- I 1 T F KOOrINCs, ?7F L RECYCLE I 4" LONG SLAB W% 2 ?xb BD TOM PLATES b„ G _ {. (late: 05/9/96 BINS, TYP, N.I.G. COMPACTED c+ CN EDGE W SIMP50N Gxb WI.�r.W'.'t WU„� - . . i ,.• �. - 1 IN - � H�1C26-2 W.1NrsEly GRANULAR BASE - -� a- EACH ENC I � Scale: l AS NOTED � r \ I , ( ^_ @3 DOWELS AT 36" O.G. 4 -m" BICE DOCK I �C' { r PANEL U)i LONG G�+NE r I NQS. � "4 T I' I5CLT DOOR 9?OF' r SEE SITE pLfaN FOR CON . RE®AIF SIDEWA'_K8 rC' i / G+ IDE "3 DCUIELS 4T 36 oG - -,_ !s:,Lii. IRON p��-E ,� TR!_agW E>`!�l..)SURE � i ...---.. _..-._- NSEt�r N c ��c �� �e - --� - - - -- - -- - , _..- - _.._ -- ; FOt�NDATION PER - job no: 9803 STRUCTURAL -- F�CTURAL PER -.._.._.l 04 CONT. REBAR. --- - __ _ __ - I .._ �__ 4 CTURAL - *IC: I EDGE O< bxb _ t .�.—.. --- 1 /E RIFT WALL 91•a"W 1• i P r P©gI ECJ To ► I , i 7 VERIFT WALL tBNTN. / EGGE OF SLAB m "�� I I I u11 W ARC.W'I w,v ( WITH ARG✓1'L WALL i I I I 1 TAGS AND 11 41.9p _ CC7N5TRUG"1C?N TAGS AND (/ A98•E�"'BL IFS, Y" , A-SEM©L IE,$, AND 1 I t - - ..^ I W1TW TWE STRUCT L WITH T"E 5TRUCT'L -- -I �_'.`_18"o '�OOTING SN7N gCt-;EI7ULE y 13'-4 L�" - - - -- bwTI-I. SCuEDULE FOUNDA- ION./FTG. FOUNDATION/FTG, s TRASH ENCLOSURE PL, AN _ & TRASH ENCLOSURE SECTION h�3-D142 „ , ,. _ „ --.-..--.. - DETAIL IST GARAGE � � [DETAIL AT GARAGE 1 * 3 413 I bE3-c12'3 A13 11.2" I'-�' S1196-0214 to 96-0131 b�D3-GI 41.3 ! 1.�„ " 1 0, 60.3-C133 13456 SW lf..twks Beard 4 of 106 re..,..,:rlw.+. .«mw.aar+�•. �1,t"..M +Yr.�ilaWlwr.na.k.,icv'P.i.?nbw.!-az.,.ifnpf�N,r,trll.ewr. . "� !H' f' wn 4nrHL.'!Y/IN1dA9b'.�tl.! '"�MII i*•-'•, , IF Till'; DOCUMENT IS LESS 111llI III III III III I I I II ' I I I !11 ! ! III III IrTJ1�T 111 III 111 11111 III 11! III III III III I I III III I III 1 1 1 1 1 1 1�1 T 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEGIBLE THAN THIS NOTATION, 11 ( I I I I I 1 4 I 1 I c I I I l I III I --�.._ -- -�- `) Q 1T IS DUE TO THE QUALITY OF � � c� � � I II II Q ��_.._�01_ 11. 12 THE ORIGINAL DOCUMENT. __ _.— No 31q �.�r .. � SIV� �"/ • �� E 63 8�Z G>�8� Z i 6Z 1FL �GG tE OE 81 B+t llt 9t 9t 6l t't Li F111111(1�11111j I 8 L �99 �1r �S �111111111111Z]l I I 1IIIIIIIIIIIII 11111,11 illlllll I►I, 11I I I 1 I11111111111111�1�1111lIIIIII1111111111111111I11111111.I111111111111U •.'u4Y F 'p LJ�d �' � �. i.�� :�O 4g t�QORGE T. R081SQN S.W. HAWKS BEARD ROAD -- \ N :�• . e 13448 13,4 401335r3 133514 13:�Sti 1330(v 3306 13x06 13.1 13?32 N-+UK S BEARD +JAuaC S ®EARD I J B WAtK'S 6EAt�ip I ►I.+u1K'.g e,E�;RD + H� LIc'3 BEJR✓ HAS 5 BEaRG ! HAWC 3 51 J �.:uK'8 BEaR:� HoWK'8 BEARD H.a41C'S BEARD H.�,,.K 9 ®EARL ___-- I I 03 -- _ - (01 I@"' ----- - ( 3202 -'I 102 0g — n u AUK 5 BEARD A 201 A 202 A 204 T T T m4 p p p 1@� _ _- - M 201 m :3m3 - - j 203 0.3 203 202 204 _ - --- - -__ ARCHITECT L� u _pI_u INCORPOR TED H-�UK'3 5E,�RG I .� � '�_._._ � `y t � � • I l i l l l i l l l l l l l l l l i i �____ c: � ,' _._ � � _r I I I I I I I I I I I I I I (� 34 N.W. FMST AVENUE !" Yortlau4, OrWn 97209 —9095 ZIP r ,.,,.K 5 Blr..►�D (503) 225FL r I Illllllllll J = U 13x56 I —� �r_- _ �... 1, � �-,; I NAU1C 3 gE.iR � 13310 I - • Bm4 `0F' ' �� 3352 - - 01 132.0 13220 ;I 13?2m t—u.� Na+4X BEARD I J 1335.1 13352 U , 10•. HAu,1C'S E3EARD +4,4 C'5 BEARD NAI IK S BEARD I©4 19436 5 BE-:,RD I ","WK 8 5E-RD N.1uJK 5 15E..^.D - - •-.---�-- ' L 1®3 102 101 a --- B I L ?06 �.;u1C3 BEARD 03 102 1p! (0 . 206 204 2@I�_ S 204 S202' S 201 � .. 1203 r - - ___ 201 205 203 ,�, e 1' 4gb _. j r EP. 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IIIIIIIII IIII IIII llil(�III��fII�IIII IIIIIIIIIIIII,IIIIllllil�lillllllllilll IIII llllllill�llll IIII IIII I-IIIIII IIII 111111lIl�lllllllll�llll�lllllllil IIII!IIIIIIIIIIIIIII:III111111111�I�IJ�IIIIIIII�IIII�IIII (IIII 11 ul�l _-- 38'-5 1/2' - TY 2a � 9 - � --- - _ . - - - - - --- -` Tl 14 - -9' - TYPE 1 A - -- - -13- -m° 13'-e' -m I;� Iz'-m' ►� -5 Imo" iz'-6 i�' 13 -m Iz -z ire° ~GEORGE I. ROBISON C- BUILDING PLAN NOTES 1 A53 A8_i L5� A5.3 Ab.l I � f�PORT 520 Rf GON A't 6LCG. I I T OF AND 'F' E I., Ai D►�"'ENBIa�s �+� o FACE OF FRAM!Ncs L EBS ---------- ( tom-13 SIM. a!I 4J� SIM. ! NOTED OT1-+ERW15EJL J T T 2 " PL.UMB NG U.-LLS O BE 1x6 CONS RUCTION. cv r � � --- ! YDROOM �€ I I I -- 2 BEDROOM i i � 3.) CONTRACTOR IS �5PON3iPlLE FOR rER!FYIN(j Tvp�._ - - I I I 2 TVM A - I I EDC C4? INAND CxELECTRICALALLEQu EGI*1F-NTEN FOR 1 BEDROOM Ab.4 .a4.1 2 TYPE 4) SEE DEWING .AeJ FOR DOOR, VNDOW AND FROOM A6,4 ONE Hc�L� A4.1 R � FINISH SCHEDULES SEE MSE °�HEcTg FAIR LIGHT AND ONE OUR PA• RTl w~`.-� - �T> PLOMBIN6 CI)e r'JR)_ 8Cr1EDJLES / P.aR`Y WALL -- 1 5 VERIFY AhG COORf�IN, ALL ROUCsH OPENING DIMENSIONS ANG REGQUIREMENTS FOR DOORS •aND _ W I N[�OlaJ6. i 1 _ ..... -77 "- , T I _ _ �T T I RA L711 i b.) CONSTRUG* FIRE AND SOLIND -.58EMBLIES (WALLS ✓ I I - - i r \ iu I, I ,' - _ ANL% FLOORS) •=S INDICATED BY REFEFeNCED ARCHITECTS SECTIONS -ND DETAILS c INC�RPQRATLD L I 6r TJ SWING �FRIGERATOR DOOR TOWARDS ADJ<10ENT 0 111 P-13 � ��4— 6 -- � II r='1 , ? ' 111 "f Is 1 ���--��� � -_ �� - J I Ab,4 Aer,4 _ _ • - _ _ _ o -- I I ;g.� l l:-1, / ---_ �r �.4 ASA 8) FIELL /ERIFi ALL G:,13'NET -,IMENBIC)N5, ✓FRIFY fi ROUGi4 OPENINra DIMENSIONS FOR APPLIANCES AND SIM I ( FEZ. ( FIRE '� F C - .I�^ SIM FIxTuRES QT -:-ND G' SPRINKLER E C-13 .1T BLDG CLOSET \/ AND 'T 9. VERIFY E.<"C- ROUGH OPENING 3i7E RFQJIRED 34 N.A. FYRW AVENUE { E FOR *JB'SHOuJfR AgaEr-ifdLY P'ortland� Oregon 97209 -- - bIM. (503) 225-9095 - - - - O I ' +- - s -- --- u,,�? 10.) ALL PI_JMBING PF-NETRATION5 !N FIRE R,4TED WALLS, FLOORS AND CEILiNG5 TO bE W,TH METAL SIM _ cr _ ] PIPE AND CONFORM TO i SQUIRED FIRE RATED _Q II.) PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL WALL MOUNTED FIXTURES, EQUIPMENT, GRINS BARS ' .=,ND FOR FUTURE sR.zL 154RS AT NOTED BATHTUSS "NO WATER CL05ETS, SEE INTERIOR ELS /ATIONS. 12.) SEE UNI7 PLANS .IND DE7.: 24—I1 1,12" - TYPE 3A__.__-- . 2 1 2 Vol? A52 46.3 A5.1 _ _ ----__- _ GEORGE T. ROBISON 4T BLDG 7, BUILDING PLAN NOTES _ __ • T`-' PORT D, G „�.. I I _.__—_ ' �♦ 2520 ' 1 r 1 1 I '7EL b- ._ 'Y a' F'._ -•'`r . ..•k..7 G,V 'JH:.:C ...7 I. op I 3 BEDROOM TYPE 3A r a WALL LEGEND (k3) E> ONE HC.,R P—RtY .. 1 ` / \} c• _ ARCHITECTS RA A( INCORPORATED g M 51M 1 5 iv 51-DG. BG. -' A' AND 'T' E 34 N.W. FIRST AV'FNTIE Portland, Oregon 97209 (503) 225--9095 i 1 t�., _J 1 U i 1 m'•n 1/2 4'-� 1 � 1 i4'-11 1/2" V S ;4--- 2 2 2 F�1 .:T BLDG 'G •JNG 'F' THIRD FLOOR PLAN - BUILDING A/C /F /P/T BUILDING T REVERSED �2 Iia" • 1'-©" BUILDINGS A/T STEPPED O Cq a~ ,K- --- - till-II" ral- ___ ' �4 3 _ — _ _ — 12'-5 1/2° 13' ®" 12 5 C' ' I:'-©' -5 :' - _ _ — _ _ 12 lit _ _ - _ _ 12' 1 12' m 1/2" is' m" 12' 3 1/2" 11 -6 I/2" 13'-m" -2 A 1 I I 2 I 2A-IV 2 A A5.1 3 .I E+ . I , 53 A5� A5 r45 � Q © ix 1 0 BLDG. A4 I E .:.ND 'N' ____ _ O 1 I rp l - P-13 i V W W mss. �,� { I e i c�; r 9 •C o - 13 -- SIM. Mil z 1 BEDROOM C+ Z BEDROOM _ -I 1 BEDROOM - _. TYPE 1A 3 BEDROOM _ 1 TYPE ZA ,-2 TYPE 1A 2 2 —TYPE ZA Q F=3 47 �' A6.4 Ab.4 1 i A6.4 rn 2 C,�4 ONE HOUR 1 ONE HCu`� ONE W0,14*, 'BAR*Y aALL / o,>Rr1' W.aL� >R W +LL II 04 U� E-+ GARAGE _ _ —� t`_ i i - --- : >_.+� 1 I it - ✓ 1 I - � I � I ----- BUILIDING H d— fir'' — PLANS: 1 P -P �3 In_JJ_ ' \ I l _�LJ1 I F II f-'1 I l 1 �fl , 2 BUILDINGS 1 2 _. A\ - _ „ ' ` A/C/ F P T Aa.4 A .4 FEC. P-13 _ .�? BLDG B 5PRINKLER D B/E/H revisions' Sim. Sim. I r_. I I date: 05/9/916 -- — - _ _scale• i/g'. i'-0" �51M. 3 drawn, cim job no: 0601 ds_ •� I 1 a a _ � ' ._.__ -- Nh.3 A5.1 A3.2 A5.3 p5.1 1 F ,:►T :SLOG. St BLDG. 'E' AND 'N' ND FIRST FLOOR PLAN - BUILDING B/E/H BUILDING P REVERSED � 2 * 2 BUILDING B STEPPED NORTH ARROW NORTH ARROW !1011TH ARROW AT BULDOG 'B' AT BUE-DBIG 'tl' AT BUILDWQ V MST96-0214 to 96-0231 13456 SW Hawks Beard 47 7 of 106 sPdtl. eAa It s.MI M11 w�:,.. AN11gw�,w+.w.,....,..+n_ ,nvavn .._ .y , ...dlYce r'r. nsEAi+^,.; -, r"rY?4�a n• -+qt„'§�»9RS#'M4`.'c<,;.. ;t •s i. ark: .rswj.q`,h��� t++xrv_aMrs-nrir'M•s,rf4s�n• IF THIS DOCUMENT IS LESS T� If 11111111 ! ! 111! 1 II111�1,I � I�III I Ijl It I � III �I 1TT1 t�1�r�lll�tll r 1�t11�11T1111j1 1 �1I1�1 1111 I I � Illjllljllllpl 1 �II11tjl�l�l 1' T�III�T�IiI 1�1 I �► II� II ►� II1�1 IIIj1�1I1I1 .G p LEGIBLE THAN THIS NOTATION, I I 1 I I a7 I ' 14. �� I I 6 (— � 8 I �I_ ��I � 11_, IT IS DUE TO THE QUALITY OFNo.9e THE ORIGINAL DOCUMENT. --- -- -- ----- --- -_ — _-- -- — _-- £ 18Z 8Z LZ 11Z u fiZ b� G tZ OZ 8t 8T LT 9t { 4i 6t £T ZT iT II �t �8 8 L I 9 1iIIIIIIIII£ L tonne � �' ' I »I IIIIIIII I���� IIII�IiII Illlll�llillllll IIIIIIIII IIIIIIIII II!111111 IIIIIIIIILilllllllllllll IIIIIIIII 11111119111111111 IIIIIIIII 11 1111111 IIIIIIIII IIII�WIII VIII Ver ,a ti GEORGE 1. ROBISON Ctt ,�,'-a ►��' ------___�____ _.�__ __ ______ �_______ _ �_.____----- BUILDING PLAN NOTES ___---�36'-roll /� -------_-___ Q3°I^�" __. �. _ _ _ PORT r EGON I� '� I�u 1•�'-�u I�1-� I/�I� I2'-6 1.2" Ijl-�11 W-2 1/2N �._�_ � i 520 A 11 0 1/2 i?' - -- - -5 - ___ - -`- _.__`-_ -� /• _ -- _ - '/ s '4 '�r�+ • 19 ?.1 9££ iSUILDING PLAN NOTES ON 6WElzT 42.1. I I I 2 2 2 AF;3 A5.1 A52 453 A5.1 4 1 �- - -- A£T BCG. .IT ®LDG. 1 j I ,H 1 I I E, A, ,N, _- H WALL LEGEND ONE NOUR PARTY WALL_ t.. 1 2 BEDROOM 2 BEDROOM -- r I NEDROOM I BEDROOM TYPE 2B I TYPE - I _TYPE IB 3 BEDROOM TY". IB-_ 3 TYPE 3A — TYRE 3A _ ARCHITECT S INCORPORATED �- A42 _ I ��1 ------s I �. j I� I I -- J V -7 34 N.11. FIRST AVENUE _ C� t, ir'; .. L_ : I ✓� , Partla..dN Oregon 97209 R r� _ (503) 225-90�b i ry I I ILJI I IIL.J I I I I Z i 45.4 d — — + - i - ,� �1 _�== I _Q - - _ u-1 d --- I a J - _ _ - - _ \ Ln �£ 2 BEDROOM -- Z BEDROOM I TYPE 2A _ �E - TYPE 2A "� I �E> SIM. _ e 1 I 2 2 2 I I � A53 A51 A5.2 A53 A5.1 AT BLC.Cs. E' AND 'N' ._ .:.NC 'N O co V- cb SECOND FLOOR PLAN - BUILDING B/E /H BUILDING B REVERSED Q BUILDING B STEPPED Q 24. � a jjo��2 A53 ArR.I A52 j A53 A5.1 f�yy I- z { At i�G � e»L� 1 1 ( , , AND � O 1 E f 1 3 BEDROOM 3 BEDROOM 1� W TYPE $A ( TYPE 3A O L� A2 2 E ' A43 Y A43 ,,� BUILDING PLANS: Fi - - -- �� '�� - BUILDING B/E/H I-ILIr___I' � J revisions: AT !SLOG. 'S' ^� ^ t - I date: 05/9/98 - i 1 Scale: 1/8"=C-0"/8"=C_0„ _� 1 1 drawn: CRII job no: 8803 I I 2 2 2 A53 A5.1 I A5.2 � A53 A5.1 1 I At BLDG i AT BLDG. 'E' AND '+I I 'E' AND 'W I I - i /' 24' 11 I/1'� - 2 THIRD FLOOR PLAN - BUILDING B/E/H BUILDING B REVERSED_ 2 ,o3 A2-3 BUILDING B STEPPED 1 MST96-0214 to 96-0231 13456 SW liawks Beard 8of106 �, _ :- ...,ex. •i,,.r;.4�✓+'Nrw.a.,�,........,. ...rrN�Y«'W�'�:xl!4'1t.RMAF11n,iX>oKdAYb*(�tlrM,l7fi11MCwr'✓�IMrw.�M1e!1«�i1M�9!Nf11 �5'. ,. ... .. ,. •. ... .,.,waNMs,w,...re.�.!n,xenMNNw ... .... ......... s... •' - — ,,,«ten..:..: '., .`�+Nri.'1>w� �r •. ..I.Y •1�'.:.r)l2�. IF THIS DOCUMENT IS LFSS IIi111 III III III III I I III II I ISI I III 'I�T 1IT111 i TIT I 11ll) IIIIII III { I III III IIII131 II11�1lll1 i 1ITl�l 111 l�l I�I I�IIII�III III IIII�I I 1jlT1jr7TI ( I � � 16 I I I � II � I � RI ) �o illi I � �� LEGIBLE THAN THIS NOTATION, Z 4 7 —1 �_— �— 1 / IT IS DUF TO THE QUALITY OF � THE ORIGINAL DOCUMENT. _-- -- -- -- _ ---_-- - -- -- -- _ - � � No.9e £ 6Z 8�Z LZ 8Z 9�Z b�Z jiIIII I9 iZ OTZI 1 gi I III JLI,ill Jill IIIIIIIIIIIIIIIIIII Illlllll911 1 V1fil IIIIIIIIZI IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIII11 6gllllllll IllllllllllllllllliF1111111111tilliT111111111111 NIIy III II IlIIII IIIIIIIIIIIIII�IIIIIIIII�II Ill I IIIIIIIIIIIIIIlIIIIIII,I�II�IIIIII�►►II IIII �III►�IiIIIIIIIIII I I III 4 mom op GEORGE T. kOBISON�t BUILDING PLAN NOTES ------- ,_ , „ I � }� 12' D" 12'.2 �/2" 2'-O" • 1�T OREGON 12_2 112' 12�m__- `�1�---- 12'•5 1 2" 12'-� 1/Z' I�'-I�' 12 5 �'1 __ ?_m 1%2_! _ _ PO LA 520 R OV i o� /� I Z 2 I 1.J SEE E3UILDING PL:•h NO'TE5 ON 5HE:ET �•:.! ' `��', P JE.> E I WALL LEGEND _ - --- - , BEDROOM � _ TYPE to I BEDROOM 1 BEDROOM ONE "a;R PART7 W._-L TAPE 1A _ I TYPE to ( --� A4.1 1 A4.1 / A4.1 I RA , CtiE HOUR �E CUR P-RTY wµLL .1 ARC_ H I T E C T S c�R, Y u1AL�� ONE HOUR _ _ _ -_- - _ -- INCORPORATED OGGUPANCY - -- - 3EPAR,;TION _ _1 f — T -- _� I I I ` KITC"EN DOES NOT ExTEND 4 ,"T EUILDINGS N AND R i 1 PROVIDE ST•;.NDo-MO KITCwFN l �' ✓ - \ at ___ __ sU ` s '� \ 03 , __—> ! ✓ , 1 � LAYOUT AT END CONDITION Or- _ __ ® BLDG6,N D R g END OR 34 N.W.. . FIRST AVENUE v 1 _ _ a 4�►a ± Pu'.°Hand, Oregon 209 BUILDINGS N AND R r ,45.a .A5.4 I -- _ A5.4 A6.4 (503) 22:i—l�095 F �- t F E.0 F E� �� � F1Cc j J'hA CJ.,M a CLOSET r ~ 16 -I -- - -. ] - _ ---_--_ __. WINDOW AT tN18 LANDING OR t- - 5LD06 N AND R ONLY. GARAGE _ OE (_ -� � - '-� SEE ELEVATION& SIM E l SIM. I 6 rA DS ,1 z I y FIRST FLOOR PLAN BUILDING D/N/Q/R ,a,Z-A4 z BUILDING R STEPPED . n NOR I H ARROW NORTH ARROW NORTH ARROW NORTH ARROW AT BULDMIO 'D' AT BULDM 'N' AT BULDINO 'C' AT BULDING 'R' 4 lot _ 38'-3" 2'-m 2' - - °'— --- '?--? ''?"-_' 2'-m_ 1-'✓ ,� a cnCIO .� I OOM --� '- 1 BEDROOM q 1 BEDROOM • 'r �•,,� .-e r I I I 1 TYPE - Z BEDo^'.�iN _ TYPE 1— 2 BEDROOM TYPE 1g 2 BEDROOM �� O C1a! •-� TYPE 2C _ TYPE 2C �--�\ I _ TVPE 2C (A42 BUILDING PLANS• �'7 ' BUILDING _� I I__-- I' I� /r II � r_ I - I KITCHEN DCE. NOT EXTEND AT BUILDING5 N AND r-. D/N/Q/R + C I ►°'RC✓i DE BTANDARL' K TCl,4EN o� LAY our at END CONDITION OF \ / 4d T, rt - , j B m BLDGS N AND R ONLY. LF 1/ Ir .'i ,, l �_� -- �r) ill`"l,.t \_� ''� �� —_J I (, lir NC WINDOW .aT Nlg EN.. OR revisions: t+1 I �-- - i -- Bu LD NGS N -4ND R IL J 1IL Ji - � LL �� G1111111111,so MINIS as Will mm� AE.a 4a.4 I ,✓--j I J� BLDG. 'R' _ \ HIS L.�ND'NG OF WINDOW AT T BLDGS N AND R ONLT. — _ SEE ELEvAT1ON5 -___-- date: ().)/,9/96 I A" = V-0" drawn: CRH SIM. - - - ! - -_--^ _ _ I job no: 9603L �o - _ = _ _ 'k rr 4E I I I I SIM. I l Ti C I I °r, I 2 2 it r-� CL S :s m SECOND FLOOR PLAN - BUILDING D/N/Q/R24 1 ,n A :m' BUILDING R STEPPED • � MS 196-U214 to 96-U231 13456 SW Hawks Beard 9 of 106 7 _ .-._.. .-. • ..- ..... ,.. ,, ,.n. ,, ..:. ] '.."} '.rqe,.mCi t'!}>'1 h^., �3NPo`i,.A `nry S'" _ .. .r ..a,.....r+nw........._......:_.... ^'. K.i. .._. ..a.. i ._, ,„..,w„„-rM'•„w:.+t1WC^i.. ,. r.uf,.�1M'aMMib+QYP ..`r. .i.Wa . ..,.W,Mti'.r,..hUh-.iMrrAr! VlfJkh n,-.aYl'!llc..,d11A'v �._..r f _• .....,.M"NMIM' ," °'nk�7R'! _, .. r. .. . . _ .. 'p '� - +M.u►R.,—... ., ,.onNkae*^:rt71sr -_..l- �.0 .. .. e .- ..,...wr+ .ew.•nwr4FMMlAn,.;.+,,.",,.-....,,..,.......,.�. �9RpNIM*b''y� Fe. " � � - , TF THIS DOCUMENT TS LESSII1lIIII111 IIIIIII VIII I 111111 (1 1 IIIIIII �1T1T1T il�fl. lllll r1ri;jt 111'�I 1111111 III III 111!111 1111111 TT TlLEGIBLE THAN THIS NOTATION I 1 4c J-� I p I ��I 1 �QLy_AI 111 _ IT IS DUF TO THE QUALITY OF No.9e , 91 21 1p THF ORIGINAL DOCUMFNT. - -- --- — �tJ 6Z 8L L6 GI ii �16� 8�— �'I [Z—�0Z II t II !L!!IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII I IIIIIIhI Illlllllj IIIIIIII 1116111 I IIIIIIIII,IIIIIIIII �IIIIIIIIfl81 9llllllll IQllllnll ulna finlnnIIIIIII IIIII1J11 (IIIiI Ilil�llll II IMI II IIIIIIII flll�llll I illlililllll�llll IIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIlI�II . IIIIIIIIIII GEORGE T ROE150N . o " IL BUILDING PLAN NOTES • ORIL 520 i --- _ -- --- .cL �'"�.ry BUTES ON Sr-BEET �? vi A5� As.l i E WALL LEGEND - - I 1 ONE HOUR PART♦ -•i L -- -- 1-w " I ARCHITECTS . _:- 11 _ - As.�i INCORPORATED AT 1%.PG R' RljLR , r � n 34 N.W. FIRST AVENUE E F E �;, E', Fortland, Oregon 97209 2 BEDROOM 2 UPROOM 2 MWOOM TE 2c _ Tn� 2c T YP4E 2c� (503) 225-9095 ILI I I 1 MUNI ,k— -- ---- IleI 1 M 2 7 �5 2 A5.1 THIRD FLOOR PLAN - BUILDING D/N/O/R � X23 = BUILDING R STEPPED Q� 31'-911_ TYPE 2:. __— 3b'-6" - TYPE 1,4 - I` -i 1/71 3'-0° �s'-b 1��' Is'-5 Iii' IZ'-0" 7-0 IP1' 0 � 2 ! o 2 t � I � Q _� _ I 1E� r. z 2 BEDROOM 7-3 t BEOR'>bM I 2 BEDROOI/ Q O TYPE 2ATYPE to TYPE 2A U ' � 2 on w IL 7L N R A-.., A�6.4 P..Rt7 W.�L� HOUR "!!� tY CA W FW e._ �-,RTY lN�1LL M� rD ..I 7_ , - ---- rop QI ��� - a� --- i L�/;a '� — ' �- —._ BUILDING t I 1 - / I Y- y'►U 1 v� /y T �T L l�J'n -_ I I, L�-J 1L__ i �, _ _.r .. w � A5.4 A5.4 P L�iN 5. P. - --= R� � I �- BUILDINGS 1/ <� I PRS R I I e J D N R J .aNL v /Q� AND G/J/S _irevisiotm date: 06/9/96 ]� scale: 1/8" V--0" " 61M. I I I 1 1 dra�tip: CRH 1 job no: 41'603 2 to,A5.1 A52 , 11Lell FIRST FLOOR PLAN - BUILDING G /J/S �E BUILDING J�'S STEPPED • MONTH ARROW NORTH ARROW MONTH ARROW Ms 196-11.1214 to'16-U2S I AT Sl"NG 'O' AT !lstDILGiNDI 'J' AT WRLDPJG 'B' 13456 SW Hawks Bcaid 11.)of loo Tl� 11f I111 lIIIEli 111ll IIII1111111 IliIIII1pIIT vp-►11-1111iI IIII1IIIIII1 11111II 1iT>T1lljl 1i1I111IIIII 1111111 1111111 I 111 1F TH1S DOCUMENT TI- LE` S 1 �0I1LFG1B1Y THAN THIS NOTATION, I qTT IS DUE TO THE QUALITY OF --- - THE ORIGINAL DOCUMENT. ___ _ No.9e �< --� T�11107 1� iT1 6 t � ZT t i 11;11 F111111 L �I 4Id 11 IIII II 111111 I .III�IIIIIIIIIIIIIII 1111�1111�111111111 IIII,IIII Illl IIII llil ..II IIII Illi ILII IIIIIIIII IIII IIII III IIIIIIIII IIII III, IIII IIII IIII IIII IIII IIIIIIIIIIIIII IIIIIuII �4:�GEORGE T. ROBISON 114 -6 1/2" BUILDING PLAN NOTES 34p' r PORT N V-2 1/2" 12 -9, 1/2 )2 -5 1,1211 121-01, 1/2- 7-8 112 20 --- 01- Y 7)p 2 U *EE 15WILPING PLAN NOTES ON 614JEET A21 ov, _j F WALL LEGEND 01,IF PARTY WA" 2 2 BEDROOM 2 BEDROOM 2 EEDROOM TYPE 28 TYPE 2c -_T_VE 28 R Lp LA D2 A1C I _ A4� - HITECTS Q� �- -- INCORPORATED 7- Ft 4!� it 34 N.W. F11M AVENUE Portland. Oregon 97209 2 V . , (503) 225-9095 GEORGE RGED T. R 0 BIS Nl� 0 T i0o r R 00 N 0 OF RA �0' *ol 4- mo im, omI 0 1 2 I �_4 \A�54 jj I AND Is 147 15,_r;e,36. mmmm 2 BEDROOM 2 BEDROOM - TWE 2A I BEDROCOM 4> Tvp§ Z 442 42) r i4 LL LL== U 1 ItE /_ 22 SECOND FLOOR PLAN - BUILDING G /J/S �. 8" m ! -c" BUILDNG J/S STEPPED z � t� 2 2 Ab.] V) om cq N LTJ BUILDING 14_v�Z�im 1 2 445.4 �.4 JA PLANS: 04 BUILDINGS Jv/j/ S Ln revisions.- 2 BEDROOM TYPE 2C J_ date: 05/9/96 scale: I/a" = V-0" C14 2A -111/2 1 drawn: Clill -jot) 9603 THIRD FLOOR PLAN BUILDING G /J/.��1t ___ BUILDNG J/S STEPPED A 2 ,e6 MS 196-U214 to 96-0231 13456 SW Hawks Beard 11 of 106 V ., 11111111 111jiliji-lilt 111111 IMP; IF THIS DOCUMENT 1.9 LESS 11111114 1"1", Tp LEGIBLE THAN THIS NOTATION, 4 IT I.: OUF TO TifF QUALITY OF If — [� �� / / No.9S Z I Z, oz 61 01 L,T 19Ti �il R tT 6 9 91111 111111i, , 111Lhill 19 " 11111111111111 111 1 IF,I 1 1111111110 THE C'110ML DOCUMENT. --------------------­ 08150 GEORGE T. R 1 ,- --- - _ _ _ --- _ --- BUILDING PLAN NOTES j PORT D, 0 h 41 520 1.) bEE 5u LD IOL"N NOTES ON 15*4EET 42.1, OF TVM to A5.1 [li�-�13 u WALL LEGEND 411V 1 MRAMIRM;7=11 ONE I WVROOM TYPE %A 4> 11�! z r o ARCHITECTS <L (A j V D�7 �i ' -- -- A�� _ INCORPORATED TVPE tA o ol 13 34 N.1/.' FIRST AVENUE 2 I BEDROOM Portland, Oregon 97209 TWE (503 225-9095 11A PF S ONE *4C'.)L4P- r FIRE CLO&ET 27 %10 elm. T-j 010 C11 co 13 i�- _I I 81M I � I ! _ �► FEZ elm. 2 2 A5.2 Ab I E11111111110d. -=!I J1 __ - _ _ - � __ -a IL E FIRST FLOOR PLAN BUILDING K ♦ � z BUILDING K STEPPED 0 <* 2 1 Room 2 BEDROOM A5 2 TVp2 U TYPE 2C Ab.; &A4.2 19 0 49 I BEDROOM 2 BEDROOM —TYPE- 1B —TYPE 2C J. Cn Cn E­4 0 04 I BEDROOM 2 BEDROOM TYPE 18 TYPE 2C 17 4 BUILDING PLANS: QV 0 C) BUILDING K 1: J, 1k) I BEDROOM 2 BEDROOM TYPE 2C revisions: TYPE is �i —4 <E> A4.2 .1) (late: ()5/9/96 qv 7­ scale: u -_ �. _. —_ ; _ , --- drawn: CRH 1> elm, job no: 9603 CE Y12 100 2 SECOND FLOOR PLAN BUILDING K SIM< �A2.71`fj BUILDING K STEPPED =99�� X� 4 297 MS'1'96-0214 to 96-0231 13456 SW iiawks Beard 12 of 106 a mo too qoIll 0 q IF THIS DOCUMENT IS LESS Ip III I I LEGIBLE THAN THIS NOTATION, 8 4[ 61r Al L 121 IT IS DUE TO THE QUALiTY OF No 36 A(Jac4si THE ORIGINAL DOUMENT. -Ij III�IIWe 9 W o1z 116 �Illl�lll�T vi I T 1 11 llllIIII I,IIIIIIIII�III�I!lllllllhlllfllll IIII�IIII 1� 8 Ilit fill, ill, 11 ill, 11 8L LS IF I I ill, ill lit ,Ill PORT 0 C RAR Ile ----- ------ - _ - GEORGE T, ROBISON n BUILDING PLAN NOTES PORTA ��R CON i 4) I I 4 • (� I I 1.) SES B+JiLD!I�,Cs �'L:�'v rvG'E 5 ON S�+EEr .�,: ' O1 � z i ll I WALL LEGEND ONE .OUR P.1RT" I, ARCHTTEC INCORPORATED <� ��✓ ✓ - -- - 34 N.W. FIRST AVENUE j Portland, Oregon 97209 v ' (503) 225-9095 F'r7,- c -- i , I' �I J �► 2 2 r N v' I -- _'- - I - - --X � I >, THIRD FLOOR PLAN - BUILDING K Im'_11 14'-V A2 ' - � -c BUILDING K STEPPED 14'-II 1,2" I cl ae 31�g" 36'»11 lit" ..� 3�°--�D ---- - ---_._. ----- 3B -m'- -__-_ - - � O -' 12'-2 I/2" 13' m" iZ' L IiZ° ., ;, ��� IZ'-?�" _- �`1 6�A-- ------ - t�— ^lZ - -- 12-�------ar 13 -P� --- 13 � d 11'•x" _m�, 0�A A - I ;n sl•, L�� A5.1 AS a A5.1 I BEDROOM TYPE 11A z 2 8T EEDROOM 4 , ,E� YPE 2A 0 .0 ONE -ouR A4.1 i BEDROOM I _ r _ .. a T- I I _ i j TYPE 1A _ - -- r Q OZI V I Otic HOUR A4.1 F,--= — I / - -- o TM 2A ° -- = .> BUILDING t I P-13 i PEC. I r^iRE © i -- �' .s4,1 I PLANS: F"RT OWALL I I ONE BUILDINGS If I K AND L Qy 137 - / \ — j --- -- - - - /e� date: 05/9/96 �% SIM. N _ l SIM. 61 - f i I 0 ' I i ESIM. drawn: CRH joh no: 0603 m I 1 I i I 1 1 I 91M. 1 1 I 1 A5.1 A5.2 A5.1 1 FIRST FLOOR PLAN - BUILDING L _ �► 2 ,o8 MS 190-0114 to`16-UZ3I AZ.B �' .. — BUILDING L STEPPED - 13456 SW Hawks Beard 13 of I 06 ,a��-- _ � ;_ �.- �:+a-�a+6+�►nc�wMa�w;M:sv:1J �r wai :r�+�k' RS ,. r s � ..,,. �. ,....., .��. v.a>...,... .....wr«r.w+�wwr.�.�.,...e�wr. ar�w F THIS DOGUMENI'GIS LESS grp�r 1Illlll Illllllllllll I IIIIIIIII�I�I IIIIIIIIII11T1T1T 1IT�IITIlllll I l�lllllllllllll IIIIIIIIIII I I IIIIII il�llllQl I�11T�111�111 1 11'T1ljlilll I 1 Illllllllllll�l IIIIIIIIIII LEGIBLE THAN THIS NOTATION, 1 �1 J 14 `II- II 6 !! p�II- II II�_ I_ II ���_ I'1' IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. --.-- - _ -- t1111111111 No. e£ �Z8 G� 3Z �L S�> V i I>L 101Z 8 T I' 8 T L� 9 i 11b t I t�T I L t I T t I T I �9 Ju L� I 1 9 7,���� IIII IIII1IIII �11ij (IIill, IIII IIIIII IIII Illi IIII IIII IIII IIII IIII I�I� IIII IIII IIII IIII IIII IIII ll illl�llllllli IIII Iiil IIII illi IIII IIII IIII IIII IIII�1J11 .. .- _. ... . -. .. '1 W-011 1 GEORGE T. ROPSON n i BUILDING PLAIN NOTES D0 1PORT ON 52 0 OF 1., .EE 5�4i_DlrvCa F'..-AN NOTL5 ON S.,EET - .c s BEDRooM _ TYPE 98 , 11 9AM_— - \E\: r L I I a, fi I N WDLL. LEGEND 0��4.2 A42 ` of BEDRoM _ ,� NOuQ f-D.R "i T"r W 9 TYPE O I �- ARCHITECTS 1' _ (p _ - ---WDROOM tTYPE 28.-- - INCORPORItT ATE — s _. 34 N.W. �'IM AVENUE EN E Portland, Oregon 09 C 2 amoow et (503) 225-9095 -_.-_ TYPE ZA __ 1 BEDROOM cn - — r TYPE! 18 - ol CA4.2 Jr=-- 1 . _ L __ _ 2 BEDROOM f I TYPE 2A — I I E 2 2 A5.1 A5p.2 45.1 - X 4-- - L — _ _ - -- - --- -- -- SECOND FLUOR PLAN - BUILDING L BUILDING L STEPPED N a~ z I2'-m I2'-11 1/2" 4 A - -h L) 2 _1:t C) a 3 BEDROOM CID f —TYPE 9A "! f � 2 Ada R BEDROOM to TYPE 3A i =:tg I �._ eo +4 W A Cq V.4 I J, _ r A43 _-------------- BUILDIN O - PLANS• • cYl E BUILDING L rvvisions: I -I n A I -- - - -- --- date: 05/9/96 i 1 I drawn, Com__._ 2 ? job no: 9603 A5.1 A52 THIRD FLOOR PLAN - BUILDING L �9 P BUILDING L STEPPED 2 ,m9 MJ I`lb-U214 to 96-U131 13456 SW Hawks Beard 14 of 106 �......... .._. ... ..... w h +.+qe1"^ WM.�,o 11b5✓•NIIMIb .WM., 4 tk`�..�' •,a. _. .. .. i y. _ �►'yle�i4y.M!�IM711r1.,�rr�..alal,vrr.+l�w: ., ., ., . � s� Y.a.H+9'k'.+G s'V� '1" r.. ..._. .,a-.,- ..•.w�c .... - ..M.YIE _._. __... _ IF THIS DOCUMENT IS LESS _ �Tlr_ I� IIII Illllirl �lllll I III�II I Ihl�l IIIIIII I�lTr�1 ITr-r� 1�1 I T�� J� 1��'lll III III III I I III II,I I�t III t�l >�> >�� t � TJr r1� ijl � t III IIl IIIIIII III III �)i'i I - T THIS NOTATION 4 6 LEGIBLE THAN __ 1 __ _ r� ' I IT IS DUE TO THE QUALITY OF — Nose r �J �1S1 A, t �� THE ORIGINAL DOCUMENT. -- -- - -- �-- —ti �T-- �- — ---" — - - �E 6L 8�� LG �91L z 1bZ sL �1G i�sG I 8t et IGi 9t II IIIIIIII�IIIIIIII�IIIIIIIIIILIIIIIIIIItlllllillllllllllllllllllll. IIIIIII�gIIIIIIII4111IItIIIIPIIIII6�IIIIIIIIII�IIII IIII�IIIIIIIII�IIII IIII�I��� IIII�IIII IIII�IIII II IIIIIIIIIIIIIIIIII�IIIIIIIII III�III�I.►TII�II �II 3614" ---,12'-2 117" �,•® _ 12,- 1/2" `_-*-�- 12'--® 1/2" 12=0" 7-2 1/2" _ 2'-0" �." 2 - ---- '' GEORCE T. ROBISO! C �1 BUILDING PLAN NOTES PORT + N 20 � SEF BU LD L.+N NG >_5 ON 5il,4LEI 2.1. �.. 1 1 � — . I BEDROOM - TYPE 1A 1 BiDROOM ; TYPE 1A 1 A&.4 CA4.1 I WALL LEGEND A4-I ClliO�t1�1>~L GARAGE ONE o4OUR P.1RT'T U"Li - i AI3 V I I ' E I d6 ARC141TECT9 - Y _ INCORPORATED fry � a� m r . t&JF _R__A_R A5.4 _ TA5 4 BEPAR.:TION .v..�.. c RE 3 NIl F'RI R 34 N.A. FIRST AVENUE Portland, Ore cn 97200 w _ --- -! � (503 225-•9095 J aim I 1 � I 1 ---- ► I — ` 5,M A52 A5.1 21'-1 &WMI .1044 FI RST FLOOR PLAN — BUILDING M /� PM4 N N G 36'-11 I/2 II „ Q fx -6 12'-m" 12'•5 I/:' _- 12'-O I/2' r 12-.®1� �- 12'-2 1/2" A5.1 I __ 24'-11 1/2" © ►.+ n i - ( - -- 12'-11 I/2u `w �j IL z 06 r n, , 0pp I _ � 3 BEDROOM 3 BEDROOM _1. TYPE 3A- ~�� TYPE 3A I t I j I eA4).2 Olt I, A42 i 3 BEDROOM ~ i BEDROOM TM 3A w TYPE 3A Uo i'• � i I `1_ _ - i �___.- a I ( I , �`,, A43 E, -.--- I A43� �"�JE - '�` BUILDING 17 v - - y PIANS: 7 S• A5.4 i ar _ _ I (.3 — _ r. : __ ►. 1 a� I �, --`=� i�l J l �L'j I�./L/i �/ - BUILDING TT r B V '�T I - _ 1 primaliillmIllIllmIllmsilo AbA Sim revisions: I BEDROOM -- I 1 BEDROOM TYPE IB _ TYPE. 1B f I _ Q.4.2 1 �DA4? _ i , -- -- scale: I � © , � I drawn- CRH f I ` _ ? 2 2 2 j<�b no: 9603 A5.2 A9.I A52 A51 . IQ�'•II1/2" I,0.,-Q1" L - 24'-111/2" SECOND FLOOR PLAN - BUILDING M 3 THIRD FLOOR PLAN - BUILDING M 2e10 M,j1 96-0214 to 96-0131 c 13456 SW Hzwks Beard 15 of 106 , a�JY,Y'.:t'ot�.:Yrwy�.v.yNpw.,�,x-•M.�ON.Y•-.... ..a 1Ha.tdf"JC'1.u,:sK�•�k..h•.ra..Aw.:,Atraw:•k.YM,O.•.+..ft'rt . r.�ww 'Q�Iua4+iv.r+luRN. 14 . �Prk ., '.a - ' ,..,..... ,. g•,..M.�,�..,r,,:.,,,�„r.� ..,..Mursrur/'wrMtur+WMlt,i . ,s:.:,nav,,,r _.. ,. ... -. r r��. .,._.. �- .,✓:,MR.Y. �r .. as ,. e; ��. ,r t!1 _ Vair.;,....,w.......... IF THI, DOCUMENT IS LESS If 111 III III III III I I III III 1111 I III III f 1�T 1 IIT 11111 T 1I111II�lII 111 III III III I I III III III IIl 111 T11 11111 1 11T 1.1T Tj1 T�T III IIl 1111111 III III III 1 1 'T'TI ) I1 ISI I � 11� I � �l4 �lll � 16II � �rs 11 � � • � 1 �o I � i� IIS LEGIBLE THAN THIS NOTATION, ---- - �_- ---�_ �� ___� �_ 3 1 �_ _� IT IS DUE TO THE QUALITY OF - I , (� / / q No. �s FrQu l ` F ` 1 T}lE ORIGINAL DOCUMENT. - — 4-1- _ .-..__-- -- _ -- -- T_-- _ _r J1l f, I8T BI I.J,J, IT 9 � 1511I�IIII IIII�IIII IIIIIIIIIIIIII IIII .IIIIIlII 11111111 III IIII IIII�IIII 111,1111111111111 IIIIIIIII IIII IIII IIII IIII IIII IIIIIIII IIII IIIIIIIII IIII IIIfIIIIIIII IIII 1111 1111 1111 1111 1111 1111 III! IIIIIIIII IIIIItJt„ I� w • I I Z4A2 2 1 , AD.3 Ad.i AV t 3 NO VENT AT EA VES C 1ND _ _ GEORGE T. 708ISON n :+T BLDG I AID.I I BLDG TYi� 1 I "ND F � SLOFE I T' I I 5Lt7PE Alma s►__opE j ROOF PLAN NOTES -- _ --- - - • E--- E- - L h 2 1 r I 1 DS 5`5 : I2 �„ TYP. C. tf PORTIA - - - _ - 20 D5 1 - -(c_ Db r C b u Dg / y - _ - - - - D5 --- -- IJ NOTES, DIMENSIONS, AND �3ETa,L GALL OUTS ARE � OF SLOPE I - I a EYP. TYPICAL FOR ALL ROOF PLANE OF 31MIL4R JNIT SLOPE I I SLOPE - - - -. SLOPE I I B'3 : 12 - - ' - ! I r'I'PE9, UN,-ESS NOTED OTaER1uIbE �DS �5�5 : IZ == SLOP= (� SLOPEWAM fAl 5 T5 I 515 . 12 -- - - -- QC - .- -. ❑ 1 pR�FTSTOP GONSTRt�CTlpf�(: I/ YP pg k� 1 �- r- 5.�5 Il A ( 5.15 : � I ? .s BOARD, 11' IL --- - - 3;"8' PL?WOOD, 3/8' TYPE 2-M R.ARTICLE BoaRD OR I \CWIIII�NEY, DR.4FTSTOP ❑ ❑ TYP CNiMNEY, ❑ OT"ER APPRO,/EG MATERIAL ADEQUATELY oil gUPQOR*tD - TY F' �� I - SLOPE931 FTROVIDE SE,_F CLOSING ACCES5 D(X*0 AT •!L,. �12 5.'15 : 4V� IAb.4 : < �, I A10.l( + 7 I ,�1 Eii�il_DINGS \ I ll F► IVti I T P. AW.I 0� Ab.4 IA6.4 A' -+ND T ONL 7 L ;1. ARCHITECTS �O I rli N�O - RPORA ED DRAFTSTQF I ) II'w ryp-% 1 ( I u A5.4 A5.4 M s,M I g f� 1 I - � (� i aT i°�LDCs i I 1 Tom° I r> ��\. J 34 N.W. FIRST AVENUE I I 1 -__ DRAFT$TOF, T•, p ❑ 1 r D3 ^ I 1 Cl - TYP. RIDGE -- __ I �n 1 I n I W Portland. Oregon 9'1200 - - - (503) 225- 90915 ROOF ANTI ROOF VENT.I - DS r 1 I i v�< r < ' i TYP. i it I .zl � -�� I ' )_ IA10.1 o I v�� 1 y` I, 1 C�" �� I 3IxIm3p - E-Q, _� i D ❑ t,SLOb�Of°ED I� - _ EDS- - L_ - - -� ? L�3 15 . 1? 5. 5 , 12 I_ °' -- L 1- - -- I- - - L- -- -- ---- _j --------_W-- - -- 1 r 1 SLOPE I TYW. __ _..__-._ DS V 1 SLOPE - 15. '2 1 SLOPE 515 . 12, C r I TY F7 TYP, r z r` I 3 S IDS Alm.l w 1 1 Z Z SIM. TYP. 453 A5.1 A52 .453 A.So ..T E3L-aG " BLD:3 AVL: 's= ROOF PLAN - BUILDING A/O/F/PST BUILDING T REVERSED a � -- � cav BUILDINGS A/T STEPPED a I i 2 7 z 3 9 A53 A5.1 A5 2 A5.3 AS.1 t:0 VENT AT EI,/ES 103 A112►.1 9 ��U A10.1 / �YF T1•P AT 6LDG. AT BLDG. TIF N C S D5 D5 D.5 E AND H 1 = = t SLOPE SLOPE 5-OPE 515 : 12 I .� r �l �`S 1 I 5.'15 12 I r r-> C r / 515 : 12 D3 V l° D S 5.15 . 12 � SL.OPE- SLOPE I I I I °vLOPE SLOPE J ( iS �- - - I -- i 1 f ,� _ - - -� J DS r DS - - -- -_ -- -� 03 r DS -- - - -- DS 5.�5 : 12 515 : 12 I 5.'15 : 12 5.15 : 12 - -- SLOPE 0.� TYP. ❑ - -- .._.OPE 5� i SLOPE SLOPE C� G1 1F+ 9-OPE I ---- 515 : 12 I 5.- 5 ; L^7 ` 12 I 5.15 : I2 OC v I I I SLOPE ( bLOF'i w 12 5.15 �12 , - D$ IY _ - - - - _� a _ ❑ �--- - I ----� I I l- ._ 'c 1✓8 �� 5.�5 12 12 I __. _ C:N'MNEY, p I I (� CHIMNEY ( � � � _ D5 -' T�P 5i..OPE SLr�PE I� TYP, `_� U ( C7 TyP HEY, �J p \'e- 7p 1 T°vTOP, C:HIIMNEY, ri . - ISG 1 I I _ I\ TYP. ►• �J - - 9LORE SLOPE - � _ ! L OPI= SLOPE L� 4 4 / I 3 <,� 1 ✓� �_ E << I c_! �- __� v .w -- 1 I lb Z ' - 1'-'1 1/Z" } `I Z 5 15 t? 1 5.�5 li I �)- l� I� A6.4 `<�� d� AQP 1 T O C'll V 3 TYp. ,ab•4 I A6.4 t C,Ir J to I r_• „� 1QlCGE If E3 C;'vL.� 'n at I DS � _ _ � _ _ aTBUILC A6 4 1 , - } RIDGE ' RIDGE II ..° .� ..� RIDGE T � � � T'r 1-t + �� 15 ON-'4 ly or 1 i w I I ry I I 1 1 , , U RIDGE- -- - ---- I ►7 v I _ :. I SID i ,� __ I _ 0�1F PLANS I I tr � I _-_____-_ __--_-- �_-_____ __ __--_ '� y, � I ti `j I 'n ,.- I -1 /� � �t► -- -- -.__ } -_ --_-- -� � at I BUILDINGS 1 Z ► . gC/F/P/T A5,a A5.4 I � �F ;.� U' ' - ` F,_ �PV�,w `�1 I d) � 12 CRICKET ; SIM - 9 I �. I 1 1 1 AS.4 A6.4I �- g�D� ra I J w i I � ' I ,• �� � ` � � L If DRaFrs�•oF� -- -- -- i 1 ,a( I 1 ku�/ im3 I _ J I -1 P. - 1 ff SIM, 91r^. /E/� k DRAPTSTOP, "� Z- I ! 1 f I I1 I I .;T BLGG TYP. i �- DRAr-TSTCr, F' ❑ - DRAF7gTOP, ``' TYP I-] 103 I S e 1 r I N dt I _ J r J G _ W 1 I CRICKEt RIDGE _ I _- - Y i�iDGf. - n �(� I I ❑ revisions: __-- -_-- r- - Db --- - --- I 05 �✓ 0 I ---- - I ROOT' VENC I Dg I ut I I I - RCC'F ✓ENT -. - - 1 1 08/21/96 I I DS I I �• j _ I I J F. !� I 9 J r1 �"( I. I I IA10 I - -� c:� r- ... -- ' OC I � TYP I TN P I << > I lt'I I _ ❑ SLOPE 5�c '1= C7 I SLOPE I SLOPE I 1 l 1 i� Fj ��T5 2 5.15 14 D9 1 �-- - D E Q'I I i _. _J pg 51 : 1$ 5.15 : 12 Jg date: - r 8 _ _ n _ I SLOPE SLOPE I I - I 1 I --- ---- - ,_ C>5 1 � SLOPE 1SLOPE--�f-�-- ''--1 r/? -•-�M--,�- ! _, 1/2' -� - °g-- --- - -- __ �I scale. t°_0" < -� SLOPE SLOPE I 1 i TYF. C to o. I 5.'5 : I? + 5.115 12 I I E- --- --, I SLOE 5.?5 : 12, -- 515I2, I I 5.'15 : 12 5.'19 : 12 ! 513 12, C i r }a I TT P. I r TYP. SLOPE D9 drawn: CRH 1 I 5.i E, 12, c+ T'T - -- - job no: 9603 I I 3 1 lm3 AI®.I -- - rn - cn De D9 vs �g A53 Ar5.i A52 A53 A5.I Sit-r 7Y F, =* GARAGE AT 4 BUILDING 'B' E: BLDG AAT A L DG _..,,.....°_„�.....,,.____e 'E' AND 'N' o �i ROOF PLAN - BUILDING B/E/H ,- BUILDING B REVERSED 4' BUILDING B STEPPED a 301 cn MST96-111;4 to 96-0231 � 13456 SW hawks Beard Cj 16 of 1 G6 IkIII�+M'�M' .":Wa_.,. ..a°-«..s.. s,,,h,Mo....�►:r•,.:,^•mwAn.^,ntyt{Sr.1Y/J>i•�'M • Wis!i°F,r,•.-, aae"1w 'k,. � r••1!y q„ ,� • .,f ' - .fi..,•itnaa. „day ...rMMMlhiIM°✓r+M�W.:.tr:..vi1.°w7YMll.^!!: -:raE.• . _- rtll •1MYW r+....rL.. ._.......- -.si 1F Tt1IS DOCUMFN'f IS LRS� `�r1111+3111111 Illlllllllililllllllllllll!II� lI11111I111j1�1111111fI11111 1 Illlllillllllll II11111+11111W lilllf 1111111 illl�li 1111 1 1111111 111 11f 1111111 IIIIII, � IIIIIII 111 I I I }jG`j� II I II II LEGIBLE THAN THIS NOTATION° I1 i 8 I . I �0 I �1• I �� IT IS DUP TO THP QUALITY OF it THP THP ORIGINAL DOCUMENT. T --- -- - --- -- - - Na9e £ 6Z 8ti Gj7 192 4Z ibZ £Z ZZ tZ 09 81 8�i Gi 91 I 41 ibi S�i EI iTt t 8 I �9-I L 9 Illlllli►l I,I!IIII1111111IIIIl,I11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII, I►II II,11111111111111►► 111 I� 1111 ,moi 1 II I IIIIIIIII IIII�IIIIIIIIIIIIIIIIII111 IIIIIIIII IIID IIIIII,III►IIIIi►IIIIII�II►III ,1111 II � I � I i Bili Illillllllillllllll�illlll.Ililllllllllllll(IIIiIIJllllll�llll IIIIIIIII IIIIIIIII III111►II GEORGE T. R ROOF PLAN NOTES .(-! PORT OR N -,,NO /EN15 "T EA/E AW!),ID8 _ 0 TYP. T T-P i) SEE ROOF PL4N -40T'r=8 Otq Sii,4EET A3.). 0 < SLOPE b-lb 12 1 I pg 5.1512 515 12 > Z)6 a 03Do SLOPE SLOPE D5 C>6 SLOPE SLOPE SLOPE SLOPE CAPE > '� I5.15 ; 12 5.15 : 12 515 : 12 5.15 . 5.15 ; 12 151-75 124 ly -x` /ENT, ROOF /ENT ROL ci.4!mNEY,- FTf CA411-INEY,- Tr P. TYP yp 4r Rom VOIENT, Tyra. I I I ne 3 DfR4FT6'rop. TYP, ARCHITECTS 3 AAbpp —W ---G � 1 �R, T -- , _RIDGE '66.4 RIC)Cz E RIOGE I I INCORPORATED ib I in eoi�r-- NG KITC-HEN EXTENSION OURS AT ONLYNI'LD INGS D A-:"D Q ON"-y I RIDGE I I �.' � 1 � 1 �� ! ;,' �, I d) d) II /2kI A r� 1 ^2 �*h 4 34 N.W. SWT AVE?" on \e-4 Portland, Oregon 97209 (503) 225-9095 A5.4 A0.4 I 'o"kir Sim, (n in "T Iwo r-, 11 di RIDGE—— RIDGE D5 t 116 iv di ,< < I .o A or� 4- r cl iy SLOP SLOPE SLOPE SLOPE., cl SLOPE SLOPE > Ds Dc!) 08 5,15T.1b I-> De b'15 is 12 12" ju 4L-- J ..L - - - . I D %4V 4 IDS -t - I z SLOPE SLOPE SLOPE / SLOPE SLOPE 5,15 12, 5.15, 12, 5 -,5 : 12, ­­ --—-i--> T 3 12 b.1b . 12 TYP. g !00 SIM. AlmP j.--HI D9 D5 � Ab.i ROOF PLAN BUILDING D/N/Q/R c ' -0, BUILDING R STEPPED z 9 0 -//,,\,"NO VFN"r5Xr EaVE 2 c_- 1� A5.1 A51 SLO;*E SLOPE SLOPE 5,75 12 4 5'75 12 D5 E-175 : 12 lu 1-- 06 ult ILI, 0 a 0 5LCPE SLOPE SLOPE SLOPE X.-- < - � ­ I ---- 5 15 : 12 5.15 12 SLC$=E 5i-OPE (v ��-, > -- - - --15- 12 515 12 I 5.15 . 12 FY CWI"NIFFT, < ROOF VEN 4 CW-NES 0-— C�41MNEY, TYP TYPr AIVA z 41 < Arp.4 TYP. ,- V., I I E­4 5 1 1V" � d) r3 00 DS -i r-m3 11 TIT Im in in 14T 26TI-LDI <;5 j RIDGE X AND 'G' CNL' RIDGE RIDGE LA AT BL�ILC)IW35 ROOF PLANS: 'X AND 'Cs'r. TYP --- BUILDINGS to Ln 14 U-)C3 L D/N/Q/R A r AND GZJ/F TYP.', A6.4 UR"FT570P, I / I DK4FTST0P, 1 AT P­JDGE) TYP. OK4,FTOTOP, Ar Ul TYP. J 4Na 5 )03 LAND '5' in D6 u f of. DS P -------- ROOF /EN"r TYP. ROOF "ENT Ty date: 05/9/96 3'� SLOPE SLOPE L > Ds r 5.15 7 06 00 __j =L -J IDS P 11 IDS drawn: CIRH E15 L SLOPE TYP. 12, sob no: 9603 SLOPE a OPE eor:, , 12, TYP. 5 12 TY P. T'T P- r > 3 `5 T-y TYP ROOF PLAN BUILDING G/J/S BUILDINGS J/S SI'Ewr*4rr_ rr 3 * 2 1AS 190-0214 to 90-0231 13456 SW Hawks Beard 17 of 106 S o W -i Pon IF THIS DOCUMENT IS LESS rlr II III III III III I I (II III III I I III III 111 11T III III III I 1111 111 III III III III III I I III III III III 'ill 111 111 T 1 11T TjT 111 1�i III IIl illlll!IIII III III IIl LEGIBLE THAN THIS NOTATION, 8 IT IS DUE TO THE QUALITY OF No.36 THF ORIGINAL DOCUMENT. _ _ _ __ __ _ __ __ _ use ��, l jj� T 1 13 DIV I z 9, III,,FIIII1111011 L OF TENT c', /ENT RAR -4 e/��RAPS 'r Top +L 'r)��T—rorp mil 'I I vviii, ,n-1 SLOPE 11 NEI'1"' Zoe 'I WIN— 3 9 ...........M..... IO 410.1 TYP. T7 P >3LOPE S C` GEORGE T. RUI'a15UN r' NO v9NTB AT EA1'IE 1 5.15 ; I? __ -- _ ROOF PLAN NOTES --__-- - - _ 0 FORT . UftEGUN s:-OPE _ > c�► Z �� 1 �Lo,J I fr - _ _ - - 'OF Cad. �• / I.) SEE ROOF PLAN NOTES ON 6WEET A31 C5 -� IS 12 ,` , �-� f, I Gr/�MNEY, p TYp. -- 9 it l- - - a I ROOF= vENPtr --� I\� v<tFi J 1 i TYP _ 3 g SLOPE l s�oPE 103 A I I < 515J 12 I 515 . 12 10. Ol P SLOPE E ! i I - -- - - - u ^1 GN MNEY, _ / "1 5�*� I? I �p RIC�CaE I `'V TYP - -- C7 ------- I ' d1 I .may-tiY 1 ai I Li ^ I - D5 ROOF VENT, `� v /I\ I 3 SLOPE I 6�OPE a TYP, Ab.4 ,A , I tr .. ... ..,.. 103 A10J ( 515 12 fx 5.15 : 2 /- I I ' I Trr=. E SLOPE I ai u TIP -1-, 15 : 12 I �p CWIMNEY. �. RIDGE I 9 I DS -- -- -- Tr'I�. --- - l [� - __ DRAFT5TOP V/ INCORPORATED I I �/ L 1rYP Tl P. I 1 f) I Ds I R I boos vENT, V i �` /nI\ I I I f SLOPE SL OPL 0( TYP I <�.� L__, 3 ' - 6 II -.. I EDGE I yf 5.15 12 _,"l- I I - - - DS P. W ! 34 N.W. FIRST AVMS CHIMNEY, RIDGE I I an RA �, r I Portland, Orosoa 9720fi I I TYP. ( � o /1\ - - DRAFTSTOF�, I di ►n �� I ` ` I 3 (503) 225 3 �. -- -- I TYP. A ❑ROOF VIENT' � � . - QiI I Sim TTP. LF► I I �1•� 1 I `~ RIDGE �� l7 SLOPE SLOPE L 5.15 12 5_15 . 1? Ice I RIDC%E I �, .� 9 CRaFTStCP, lm3 I I It, v�` 1 3 SLOPE TYP T,P I co - - -- - tom `�� 1m3 5.15 . I2, _ I I elm TYP 9 I / , -• p SLOPE SLOPE I -- - • D9 y_._, -1 5.15 ; I2 5.T5� GS AI0.1 TYP SLOPE 1 <Fj i I 5.15 . 12, L ,� 1 I TYP 1� RIDGE I _ D3 � I `SLOPE 12 5.15 _ 11127 ID9 Z Z i pg V/ �, 5LO E I di a� I p SLOPE $LOPE a n � f ____- _ � __> 5_~5_ ;2 4 5.75 12 1 D5 _ a ' °5 N 511-P. ROOF PLAN - BUILDING K 0 51G : 12,LOPE Z! BUILDING K STEPPED A 0 w O o A 0 SLJpE '.;O ✓ENT3 AT EA1/!=� SLOPE D5 5.15 : t? D 5.15 12� � -- I DS l.. ='r ul - � � w � _ - - - - D8 I (� - D3 2 2 I E+ p- i, w SLOPE A3.1 A5J A5.1 �j a pzr� k`7 f3: P SLOPE ' SLOPE - - - - - -� E 5.15 . 12 U 5.15 . 12 > 5_OPE 1 ►�1 < 5��. ,� I g.,5 : 17� � I- 1 -- - - - _ �I cY Ds - _.- _ _ . � cs 5 ,s 12 > 1 I I 3 A I --- ul - �. ;GSA r + a I I . T, p pRAFT5TOP 'q` I a - Dg _.I 1 Ds 1 1m9 TYP ----- - ti w 0t I,: ' - - TYP. F `<F I VvJ I SLOPc SLOPE I SLCPE O 5.-15 : 12 15 15 : 12 - - DSI 5.�5~. 12 ..� ~ F� � DS °!` DS f� O I I I SLOPE BLOF'E I �'\ - - CkIMNEY, I I. 1 U) _ _ r Jt i RICE IE - Its --{� r,P _,; -- ---- I - "5 . 12 117 �"15 . 121 i O I I I IY I - �n I im3 I 1ta3 1 `�tl "N' ! SLOPE I LOPk - - -- A-- - -- I ROOF PIANS: TYP 1 TY 1 `�, ,pv I E . 1415.12 ' ;g 12 > I BUILDINGS - - I a ° 1 lo- _. _ K AND L g Ll -CHIMNEY LOPE SLOPE TYF. RIDGE 1E 5.15 . 12 5.15 . 12�' �I� V q 1 g I + I tY {�� l ,,,�� ^ } D5 1A DR.�FtbTJP 1 I- A . �- I Im3 DRAFTSTOP, 1 lil `-, I A6.4 I �� revisions: "r P. iI1do ' �/ TYP. - �' ri I RIDGE 0_ , t 11� E --- ---- C) L RIDGE .. .� I - - u, 08/21/96 1 1 1 - U T 9 --- I ---- -- . RIDC�ci 3 I �,� n 1 ❑ ti IV ,00 DEAF STOP, I �` -- - - IO 1 1py�` < <<c} Irk f - � 1 TY TYP. 1 ! I - - --- SLOPE r RIDGE I I date: 05/e,/m E- FV - E I 1( � R1 DS pg t ,5 1L C3$ 11 L- __ -- -J 1 n 5.15 I. !. r Ds i�'\! -`r { I 1 I - - u1 ~c� n 1 r l I Tti P .. _ __ I 11 1 �.. �I\ DR.',T9TOP, -- I - - a �1 I rira�►n: CRH SLOPE TYP. 1 ifs 1 `` _ I 1 J► �1, I 5'18 : 12, 9 job no: 9603 r- TT'P. SLOPE SLOPE ILEI - I_�D79 !2 5-t5Yt2 . � DS I I �1_..1 � � I A10.1 IfD3/ A'�.I AKJ.1 � DS TYh 1� U rl I Tly I SLOPE 11 � l/ ` I �� Tti P 1 5.15 : la I - 1 1 TYP. I 1 -- ( - E (K > 7 D3 IDS L- - _ - L _ _ __ _ 1 _ I Z 2 I D8 -- A5.1 Ab.2 A!►.I SLOPE z ROOF PLAN - BUILDING L, 5's ` 12 r rTF' BUILDING L STEPPED 393- M�196-UL 14 to Nb-UZ31 13456 SW Hawks Beard 18 of 106 .....,.,.«r..«........... ..._........r.,...... n.dwiava�t..mk-..,t 1l.rGt'a'"llLe :•u:,ffhrar,..:d'uw.:,.:.:^, *ics rre. r:t. - .u.• ,.. ,. .,.,. .. .a„...,.rr..as,a:,a.:.. yy,<.;i1WKgavlMxFa-.! nR kw.w.we «,. .gun aaa� Kw.e'ww�W'11M4 i .... . .. ] , - • ... ... _ r . ., .,.. .m ...... IF THIS DOCUMENT IS LESS rj 111 111 III III III III I I III III III I I II1 III 11i ill 111 111 III I 1111 111 111 III III III III I I III III III III III ��t I�I I i 11r rTt 11t I�t III III 1111111 III III III I Ii LEGIBLE THAN THIS NOTATION, ----- � _------� -`h-J1---_-�--_- _-_1----_ __VV�l _� 1�--- g�---�1__---�a1 1 IT 1S DUE TO THE QUALITY OF Q� THE ORIGINAL DOCUMENT. -_-_ ___ --_ No.1e LIT III �II�I�IIIII��I�� i�lll���!I��ill��ll I',Illilill� II�IIIIII ,II�III�IIIIIIIIIIIII�IIIIIIIIIIIIIII�IIIIIII'IlJill eifilli IIIII IIIIIIIIIIIIIIII111 '11IIII£II11111111TI IITg911I1111 19111111I I III IIIIIIIIIIII II IIINII� GEORGE T. ROMSW A52 TT F, A -I ryF ,- PORT OREGON as ta5 61-OPE SLOPE- 520 r OF I oe r� F SLOPE 5LCFJFZ ir SLOPE SLOPE SLOPE lit < 5.15 12 VID 12 2 6 D5 D ( LORE TYP. I ! 12 4 LOPE SLOPE SLOPE TYP C)5 n) I CRICKET <L� — > 12 5.115 12 5.1512 I -1 v7 i TYP. TYPE_. ` ; ARCHITECTS R11DCi-F A— ;.00 I I I - - - +— I I A r- (Y I I INCORPORATED (Y A ` i /K1 OWN OWN d+ imm imm Now Now < V ul A5.4 m 34 N.W. FIRST AVENUE aim. Ds Portland, Oregon 97209 T p (603) 225-9091.5 SLOPE SLOPE RIDCiE DS D5 516 12 5'15 12 4i Y 3 Zel r < wo Z SLOPE 0 1 SLOPE 6L GEORGE T. P r R04 t FO � N T, RARI 5.15 IZ V- LKVIVIe ' A, -y10 ':LOPIE De 1, I SLOPE Ds 12 DS INV Dg 5-CO SLOPE SLOPE > Tlylp� PE TYP. 0. 1 12, 1 o- 5.15 2, z TYP. D5 DS 2 Ab.2 A8.1 TYP TYP ROOF PLAN BUILDING M �e, z �� o = z 3 0 34 L) 10 0.0 1001% w d) cn IRIDCE < RIDGE W 9-4 W4 cn cq —4 Lu J) d) dl /< �� � �� � , �� _ _� ROOF PLANS: D 'm3YP DING BUILA 3 M AND 0. A10.1 103 CLUBHOUSE OWN 51M 1< A 4 1 TYP. IDS revisions: SLOPE SCOPE SLOPE SLOPE 515.12 5.15:12 D5 < > 08/21/96 001% - - V< w < Jk Iwo di TYP.A55 �RIDrsC 'i r � 16 A V. d) M G E d) RIDGE AbZ date: 05/9/96 6 in scale: 1 8 = 1'-0" IV's 4 < drawn: CRH job no: 9603 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE < -----> I > <- -- -------> 5.15:12 5,15;12 5.15:12 5.75:12 ROOF PLAN — CLUBHOUSE 3 * 4 MS 196-U214 to 96-0231 13456 SW Hawks Beard 19 of 106 MWVWWW'44W IF THIS DOCUMENT IS LESS 71 Irliplill illllllllllll lI IIIIIIIIIII�I VIII IIII11i�l�TlII1IIIillllll 11,�►�I�Ijlllllll LEGIBLE THAN THIS NOTATION, 81 121 IT IS DUE TO THE QUALITY OF No,30 101=21urC.�s� ��� l 1 - THE ORIGINAL DOCUMFNT. I I lei I I I I I [,oil—ii,i ifi,i i I, 9 VIII I -�Ill T16111 III ' Illll 111271111111IT191711111111 1� Im, FLOOR PLAN! NOTES i) SEE SHEET 443 FOR TYPICAL FLOOR �• CL r• PLAN NOTES. GEORGE T. WM30N Wj PARTY WALL PARTY �AL_ f PAR'.TY WALL � , PARTY WALL E I PONT" oR Gan 12'-1 1/4" 1Z'-®' 12'-4 3/4" " 13'-0'' 12 -10 �.4: I ak- ------ -- -- -- -- - -- -- 12'-11/4 IZ'-5 1/Z" 5'-11" i'-I" $'-E 1/4" 6'_8 1,�2" - _l OF O � -_. - - - - - 1/? I 1 I i'-® b fa 3/4 ! IZ'-Z 1/Z" D PL GOND. I ! - - IT-Z 1/2" AT END COND. SEE BLDG PLANS 2 -�* 2+m1 ! I ' 0/_k25 I 1 z I I A5.1 A5.1 I AS.I 5i I 'E s CONTROL E IM. I JOINTS AT 811`1. 1 I I "E", ! Z4I OZNTS. 1 I I I I 1 24' 0,C. 1 - - -- - - ---- 1 --- -- -4 NO WALL AT SIM NO WALL Ai ENG CONDITION. E A 9� B pG ITIOIJ. I E I I n I I SEE BLDG . 0 1 C I ' FANS. TYP M � PLANS, tT P. ---, _� �.._=- ----_...-_.-..- �- -- +----_....__- ____ 0i I I S - --- I I e PATIO _ - - I r� PATIO I I �' ARCHITECTS, C 1 1/4' 5'-S lt4" 6'-Z 3A4" - - --- ---- r - INCOAU 1 1/45'-9 1/-4" &'-23/ To a _ - e+ 1 TO 4 1 I 11/4 WALL ' C TO 4 OF 3 PARTY E I PA1l'1'v - - - A6.4 I I WALL - - B1)R00111� WALL A6.4 aTEP 2Av• .� .� .. 3 0 34 N.W. FUW AVEMTR FACE C� �1a" A F �,�r, F A6,4 Portland. /t.�..�.,� 07209 INTERIOR WA�i B in I INTERIOR WALL CONStANT FOR LIV;NG g�pROQM C� CONSTANT FOR DINING LIVING I AT STEP (509) 225-900b PARTY WALL - - '4 _ 46.4 N I PART END •• • �� PARTt WALL BOTL� END AND CONDITIONS --- DINING GOND 1 I ONS I J1 � til:+hz T, WALL 4 1/4" �S S'.41/4" -4 3/4 I II'-10" IZ'-Z 1/2" 1 13 �� R TTP. Tb 1oARTY WALL1SOFFIT A90VE 24" TOWEL BAR 3 12 -1m 4 -3 I/Z ? - I/2 3'-8 Z'- l�'CABINETS, TYR. ' ' MNTD. 48" AFF. 4 4 ' ' 11'-9" r x4 , 4:C ------ ---_ — 2'-1 vd"- I 13 14 i r.n1 Sri$ V 1OFFIT ABOVE EDGE OFCd)ABINETS, TYR. "BOVE I• �I N • SIM. cn I C -� �w I � �! I 1 1 V I 1 - --- AB.I , a I r• — — — — r - - Q - n I Q► x o -I /4" 4'-(✓' -. -__ - - --- B I I 1 I I 6 I 4' 11/2 3'-5I do 5 1/2 5'-4 b' 3 P' - �I1 I S --- KIT N -- - --- - I i DW. UP I ! I C -- c EN I I EXTENSION I - �' `r KI TCµE11 SIM. I x SICK 9 y' I �_� L-^-- 3'-II I/Z 5 lit' I - 1 1/41 I 3'-5 1/4 I -3 1/2111 ®-5 V 4 I/4" AT END � 4 I/ 1'-1 IR I EXTENSION I—— _O_ a * --- - N ----- ---- - - AT END � I � C CES - - _ _----- TO a WITS. SEE �.� I ;n I TPI.1 -- UNITS SEE I -- - - II _ DETAIL DETAIL I I - I I -� I"s - V I Z BATH ( OF `r C 3/A49 AND ii I I Qi© 1 3 IIS 9 A .�..____Re8 T ----- -- � r B AND 4 T � C I A I tPN � WAALRLY in BLDG. IIII I AP..i A8.1 D I SIM - ____----- - -- -- II - I 1 �I T __--- -}""- 0 PLANS © p --fit _ PLANS III CI© I 9 v -- I I I AT END - - ---- -- -- ' E I I 9 NMI GOND. ----- -____ v 0 '� IIII I A8.1 A8.1 EV ( in -------- lei KITCHEN e IIII p Aco�• i L--- _ = _z_ A r 8 W I ;I D I a 1 h:ITCHEN r---y-, �__=�JL—^---J I i - _ o 4" CONC. FILLED FIRE SPRIN GER ( I i IQEF n 8 - I L W _i L CLOSET 5EE - I PIPE BOLLARD r L____._JL_____J BUILDING PLANS I A R' BURIED 24", TOP 1�' I A _�� I.. 4" GONC. FILLED i` FIRE SPRINK+-•CFZ ' - O NO WINDOW AT E AT 3Q," App. - FOR LOCAT'ONS 11 L PIPE BOLLARD CLOSET, SEE I � END UNITS SE! I I� ,nl pE ..IL 3�A43 -� ^`� i � � r I �_ _ BURIED 24", TOP �� �ORDOG PLANS -}---- � T I I I 2S NO WINDOW A, / AT 30' AFF. {}� in AND BLDG. I E- E I u END UNITS. SEE I O PLANS -- •---- I I �J I DETAIL 3/x+4.3 of _ 4'-6" -b 3/ LL•- AND BLDG UNIT 1A UNIT 2C OR 3A PL.1NS •r COLUMN ---- - - - - - - - - - GARAGE GARAGE COLUMN UNIT 2A UNIT 2B I o x T _4 1 I- Q i 4,T END - - - - T GARAGE GARAGE a� A END / - 00401TION. I I _ I u p- u coND1TIoN - T - - - - - SEE BLDG. o - inl O cA M SEE BLDG. I y. d'-1 /2' I � � p0 � qi SIM. = I- -- d o Cj ) f ;f Q NO WA:_L, I -I SIM. 51M. 0 NO uJALL i �IA1B1 _ I _! CA I Q B L�I .. E > -- 4T ENC I- i -� - - ap ,:•T END I I `� w E•+ CONDITION , I f _ ._ _ . .- - -- - -� 1- - - - - I CONDITION I g _ .� 81M. SIM. W S M = SEE BLDG. I SEE 5LDG -- 0 LI r- - - - --� - - - - - -- - 9 PL4N8 -----... > g I PLANS -- — - - — — — — — - w L I I I I I f — 1 >+ 1 Q Ati•3 rn � i I I i I I I SLOPE I I SLOPE I - - I I I I �► 0 i DOWN 1 I SLOPE SLOPE I 21 DOWN I I Ills, QOtidV DOWN �/8"/FT I I I I Err'+ 4 N +-► LC-'E I I 21� I SLOPE LOPE I I SLOPE -- ----- -- _ -'- "- - - DC7�1�1 I M E DOWN DOUN `, I BMJ DOIW == I B FT 1;8"iF77 -------- I 1/8"/FT E _- _�_._ 1 Sri' FLOOR ! I SIM. UNIT TYPT'S: E I I lA AND 2A 1 � SIM. I I I I I I I i I I I II I I I revisions: 08/21/96 3/4" W - 6'-1 1/2" 6'..4 1/2" �rL`__ 6'-1 1/2" I I -- 11'-1 3/4" IZ'-5 I/Z" _ — 12'-4 3/4" — 11'-1 3/4" 13'-4 I/4" 13'-m" 1 1/4" „ Ct PARTY WALL TO a or- 38'-011 f irt 3$ -0 P:.RTY WALL PANTY WALL C• date: 05/9/98 aAR Y WAL i- I I P,,:ARTY ALL I I I PARTY WALL 1 1 scale. -_1 4 1 -•0 � N I 7 , ✓'`- '�-� �, - - I 2 -�- ✓~ I drawn: CRH A5.1 I IvOTr=. F''� SPRIN�.L.ERS BIDDEN DESI�<N -ob >za: 803 _ ;<)r EK F,E 5PRIN PERMIT. Sires NOTE: FIRE SPRINKLERS BIDDER DESIGNf LINDER SEPARATE PERMIT r,--s� .. FIR T FLOOR PLAN - TWO BEDROOM Tl PE 2A FIRST FLOOR PLAN C'NEBEDROOM TYPE 1A � S a4a _ _m' (FAIR HOUSING ADAPTABLE) UNIT IA . X09 5a FT .� 1/4' = I'-O" UNIT LOITER LFv1E>_ r b50 60, FT UPPER LE,/El. ■ SEE DETAIL, 2/A4.2 M5196-0214 to 96-023141 0' e 1 -- 13456 SW Hawks Beard • 20 of 106 E' .. , . r? !ls!txiM4A'Tit+rrxllp+Srkiei�r✓ .w ••• ,� .., . aan d..e.1WM+Vwr.*.ner+w _+x *!Mr W:rY�E1:71Y!Mri ....,w .,.w..,... - ... ,n... ..•• •_ .I�'-amt- ��F tt r.1"'... . -. .._t,-..u .:.,.__-::s. �,.,. .,..,,_-:.4cn.� '.,ffi �tnw �� '•.g wAMS�xq�eMrxro, -anuxurrMx/nw JK•:cr'�. ::'L Y'+h birrw•, •:s•. .,.- ;•....,r+arCtllCAielarxr►79fir/a"4PM7MiM11'Nii►+ ewrMcar•m M'�iMlai:#tl� _ _ ., -.._ .. r •d�ld6". .. IF THIS DOCUMENT IS LESS 7Tglj11111I111 lllllllllllll I ) IIIIIIIIIII I II ' IIIII111j1111�T1111llllll I lllllll�lllllll IIIIIIIIIII I I IIIIIIIIIIIIIII II111�1�1�111,1 i�ill�ll111j10 IIIIIIllll1111 IIIIIIIIIII�� II LEGIBLE THAN THIS NOTATION, - IT IS DUE TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT. £ gZ 87 - ---- _.._ .__.___ _-_- --- -----_.-,_ _-- --- - �..___1____ _ __- - _ _. __ -- --. cti 9z Qz ibZ s�U c I ti 0ze ,tIIIIIIIIIIIgj� jjI I I I oIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII�IIII Illlllloll�ll IIII IIIIII�IIII Ilil�lliilllll�lll II III II� II FLOOR PLAN NOTES Ct Ct 1J SEE Sl--tELT —.43 FOR "r F�l�:4L P.00R GEORGE T. ROBISON PARTS WALL PAR'Y WALL PA4RTY UIALL PARTY WALL. P--N, NOTEI,1� PORT OR NO, Cl EGON W-1 114" 12 -4 14" 12'-1 1/41' 12'-10 3/4" 2520 I i-/4" (V-10 3/4" 5'-10 3/4' 4p'-1 1,4 (P 3 1/2 1/21, OF (0, 12'-2 1/2" AT END CONO. 7-2 1,12" AT Fho COND. A5.1 451 Sim I II E NO WAL�- AT SONDITION 4,�E SEE 5"DG END CONDITION, y PLA", Tyf= SEE BLDG 5, T*T 00. BALCONY FIL-�N BALCONY f! 1 - F." 05I 1 ARCHITECTS %11 1 1/4" 3 -9 1/4�, 1 J.1 L f INCORPORATED lq..­­r -­- - --' TWOALL OF C_. ,,b -1 3%4 -----' r -- ---- - -i.. EDGE of ECCE Or- v—,JLT VAULT 415OVE 2B 1 3 F410E OF ollooll 34 N.W. FIM AVENUE 2C /3A -- WALL FACE CF i I I Portland, Oregon 97200 BEDROOM CONSTANT AOR LIVING Ab 4 INTERIOR JJ"i-L ;I INTERIOR WALL LIVING C:ON6TA;6N7' FOR SEP I (503) 225-9095 4 5OT" END AND DINING BEDROOM DINING A6.4 PART"' W-4.1L eOTl..4 END AND 'L L PARTY WALL 6 ­ -7 t 9 3 AT YP, -­ONDfTf0N3 7 2 ;*ARTY WALL AT TYP EDGE 0;: VAULT 4 11.4" 1/4' 1 .4 3/41� 1 11'- 1/2 W-S 1/2" 10 1 4=1 --- r Ty WALL EDC OP VAULT PAR 4"- T ABOVE EDGE OF A10.1 ' (�§ - - -------- �- 7 Rt wooAJLT .5.EW oolE- 5 lit 4 I/At W-4 1/411 in 4 4" 40 in oh 2'-! 1/4" SIM. CF, U) U (v I "P, r C3- 5 ol -I Dot cq 3'-21- 3' -5 1/2 IL2' -b" 7 u BATH , -- �; I r I m KITCHEN r, of - -4 EXTENSION <:TCli-4EN T DW I fill AT END -ENSION r L is ON 4 'Of c=v E X y I I < UNITE. SEE V AT END u (/-v UNITS, SEE uJ IN BATH '—s-1 48.1 DETAIL Jl B/A4.3 AND (:: ' B DETAIL AW L TPN 0 3IA43 AND 61 BLDG, LVES IL .8 STACKED rp rl k 0 U cl �xb.] e 1 1/2" 5'-0 1/2" BLDG. 7 111 T -,L TANS KITCHEN II If 114' iK3'-11 1/2 2'-10" -4 3 4 A BATH t z A 7-7-7 7 7 KITCHEN DN r; in L ail © 4 REP. R46 ac R REF ;tn �J 141! %w=0 P�4 e0o, NO WINDCW "T END UNITS. 5EF > L - cq BATH 4 o 1 DETAIL 3/44.3 1 _J I G Ud) 'a)I AND Bi-Dri NO WINDOW o4- A8.1 A8.1 IT PLANS END UNITS. SEEO z KITCHEN DET—'IL 3/-�43 0 AND BLDG. ---- -------- N Dw. PLANS s Rio I Ln r COLJMN SIM. ,-IoT END , CONDITION. CES V — --A I i 4 SEE BLDCOLUMN 5 -0 Irl, COLUMN AT END TO EXTERIOR CONDITION. 15 1/2-4 2'-9 1/4" 1 3'-1 3/4" FACE OF SEE BLDG. 0 TO I%$ NO WALL r-R"m!NG PLAINS '0 EDGE OF COLUMN EXTERIOR AT END STAIR I AT END CONDITION CONDIrION. E E DINING c SEE 51X)CA. 0 :5 5TAILR 1 Z 1w a B I NO WALL MA""'TER AT END MASTER ._mar CONDITION BEDROOM LIVING 1 SEE 5LDG. BEDROOM H 5 .55 -rp poll PLANS F`lllALf%f0NY M in I � I i - ---- I I -®r= 0-- z <0 -4 b 0: CQ .4 cf) coo E--4 0 cq --Al I F--- -----A CE) (K) SEE BUILDING TOR WALL 'CONDITION —�--- O I �• AT END OF BALCONY 2ND FLOOR UNIT TYPES: 1B9 2C 3A AND 2 9 28 '-3" 4 1/2 rvvisiorAs: 1/4' 3/4" 13'-4 1/4" 1/411 30 -rollCL PARTY WAi-L rt rt rt =-�RTY WALL 104RT-v WALL P"RTY WAL�, PARTY WaLL date: 05/9/96 2 9vale: loolool 19-0" 2 45.1 drawn: CRH rJ�M job no: 9603 SECOND FLOOR PLAN ONE BEDROOM TYPE 1B SECOND FLOOR PLAN TWO BEDROOM TYPE 213 ENTRY LEVEL OF UNIT TYPt 2C OR 3A 2 CONTINUATION OF UNIT TYPE 2A � j UNIT 115 A*2 '1 v 45 5Q P' 1 4 UNIT 2A LOWE4Z LEVEL it 850 50 FT UNIT 2C/3A LOWER SGI PT 1-;�PER i-EVEL a 305 . FT, U"I"ER iZVEL 5EE SHEET 443 SCS. 02 SQ. M51 yb-0114 to 90-w,i I UNIT 1B 1043 5Q. FT. 13456 SW Hawks Beard 21 of 106 .;4 ,t._, A IF THIS DOCUMENT 1S LESS 11111111111114 111111111111 LEGIBLE THAN THIS NOTATION, 8 IT 15 DUE TO THE QUALITY OF II Nv,36 Jb-=1-,hw t7- THE ORIGINAL DOCUMENT. 1 13 L t 2 - fill 9z 0 61 ����� ����I���������Il�lll�ll�lillllli���II ��IIIII11111,fiIII1111 III "11111111�1111 11 1111111114111111111111111111 1, IT. ,i i i, il. IRAR 9 FLOOR PLAN NOTES - - - - - - -- _ - - - -- - -- _ "Ii, 50F�FIT CONTIN Zu5 T �� — GEORGE (. R,:tlf Cllr } SEE ELEv4TIONS I �•LL DIMEN61ON6 "RE TO FACE OF FR.:,MINCs UNLIE56 NOTED' OT0IERuJISE. N, Ip.'PROVIDE 50LID BLOCKING A5 REQUIRED FOR ,:LL WALL MOUNTED 17 � I 5 RE GROt'P. f *_-' - --- • DORTLA , OR GON " ALS PLT B'NG W.��LB TO BE 2R6 CONSTRUCTION �-- a ND!C�•'E� DOOR NUMBER AND �-+ARDw.+ `� I I I SEE JtVIT PWr\ �f�j• ZSZQ y FixT1RES, EC,QUIF�NT. AND Cxw_4D ®AR6, AND FOR FiJT:RE GR-15 - SEE 5C+--4EDULE Si-ZET A91 �p I 1 I FOR '� BAR5 <'T ALL BAT4.4TUB5 AND WATER CL05ET5. I I I CONTINUATION > CON'.RACTO1R !6 RE5PON515LE FOR COORDINATING »:.NG '/ERIFYING 18/ ( INDIC..aTES WItgCOW TYPE. ■ I 2 ALL REQu'REMENT5 OF "ECNANIG.LI AND ELECTRICAL FQUIPt-TNT C_� SEE 5C"EDULE 5►aEET A9.1 OF O III SEE BUILDING PLANS AND DETAILS FOR ADD L WALL TAG6 .+ND I I , • ' 5EE DRAWING A5.' FOR DOOR WINDOW .LNC ROOT" FIN15�4 50-+EDULE5. GONSTRLir-TION "SSEMB_;E5 19.) �^`l INDIC"TEB W"L.L TYPE. i2 ) PROVIDE R-21 THERMAL INSuLAT'ON A7 ALL EXTERIOR WALLS 1-/ SEE DETAILS 1,44EET AI0.1 5 /ERIFY AND COORDIN 'TE ALL ROUT OPENING DIMEN6 0N5 AND PROVIDE 3, SOUND INSULATION �T ALL PARTY wA_LS AT IAdITS tm) PROVIDE ROD .LND 5.4ELF �•T ALL CLOSETS -a5 S+iOUIv. MouNT ROC ' ; KITCHEN I REQUIREMENTS FOR DOOR,') AND WINCOWS PROv!DE 3" SOUND INSUL LIT ON .,T .ALL FLOOR/GE IL IN3 4BSE�`MBL IES •.T 6(r✓" A.FF I _. 6 ) CONSTRUCT FIRE AND 5OJND ABSE'MBLIES ;WAL►-5 "ND FLOOR5J -5 13 5FI BUILDINC3 FLAN NOTES ON 6*4EET .+21 21 PROVIDE SHOWER CURTAIN ROD +1T .+l_L TUE.Sr-LOWER tNGLJBliRE6 INOIC.'-TED B� REFERENCED SECTIONS AND DETAiL9 :7 ) F`REPLACE AND C4IMNEY DESIGN BY CON-RACTOR_ C`'OMPL1 wl-'N �► L I SWING REFRI� BATOR DDDR TOW.+RC ADJACENT 4 % PRO VIDE WINDOW B.IND6 AT ASL WI'.►�OIia .-+ND GL.+_'ED DOORS. L-OC4, ND ST"TE CODES RoLt=B, 4Nr, RFGuL 4TI NS NC_JD,NG ' - 3EU."L.-- C*-4.aPTER 3-1 in T`1F CJRRENT JNiFORM 6uILD'NG CODE I 8 FIE,_D /ERIFY ALL C.:45INET DIMEN51ON5 VERIFY ROurs" OF-ENING '5 ) BEE 15UILDING PLANS FOR ATTIC 1GCE55 LOCATION5 //1� 23.) SEE Sul,DING PLANS FC?R FIRE 5PRINKI.ER !7Ha6F D'"EN&CN5 FOR APPLI.LNCEB AND FIXTJRES- 1___� LOCATIONS 6.) ELECTRICAL.• ►"1EC+4ANIC4L AND F='LuMBING EOuIPMENT IN5TALLED �/-'��, .�.✓ �, �, �- - Z,_m„ IN FIRE RATED WALLS "RE ' � BE CON5''RUCTED TO M,.LINTAIN C!24.) FIRE SPRINKLERS 5 JDER r)ESIGN UNDER SEPA:RATE PEWIT ) - "J l ,/ERIF`r EXACT ROUGH OPENING 5,7E REQLUIRED FOR TL0 rJ'r� 'wER FIRE RATING Z-2\ - ?5_) IBRO/GE SSBI:RE Tr�ATED WOOD AT ALS STRJGTUf4AL BEAt'IB• JOISTS ARCHITECTS DFr-iI s •ANG COL-J"NS EXPOSED TO 1 1018%RE ' INCORPORATED TENKITCHEN TENDUNIT 3 EX DED A � �t.3 � N _OxKITI!x3 I 1 34 N.W. FIRST AVENUE 2 Portland. Ortgon 97209 off tj603) 226-9095 ANill F Asst ! I I ' ! I f - E> �8 ' -1 100- I i I� y g " 4'-I 12" 3'-4" 5'-6 B --- - -�� N NOTEII I II ' -- — -- RAS _ -- A I I ! I I lZi LAYERS 5 8" GYP. Bre. +� -=------ -- - ----- I I � AT WADS SEP•+RATING 1 6 I LIVING SPACE FROM ATTIC 5PACE 1+ BATH SCR r-o --- - -71 I _ �+3 l - i vN ;--; BATH I ► �N '� c 1 AT , w , II o I , , I z A8Z A �_---J� �_----J �._ SCR r TPM x I 44 - � �. v AB.t T� l' I • 7 t5'-Im 1/2" 2'-It 1/2' 3�9 1/Z_' * $'-8 3/4" 5'-6'I - • I BATH �� r✓" A82 �I CEO v / 5 � G -- ----- --- ^ � o� 5' ' � � TPM I• � ,'.+ --- � � � � Rae - -- T fill �J w — I n1 vi I I I. �i 11 I �j 14 , E� 3'-0' N _ I 1fd N V 1 U� Er'� o fYl «t r+ z'-tm 1/Z 3.- 'T'-5 1r1 H.,../ I 2Z"x3m" ATTIC - ---- --- ---- ACCESS PANEL, 12"x3m" ATTIC I I SEE 12/A103ACCES SEE 2//SAIm3 � 2 ` 3RD FLOOR r 1 '� - A <E> C I E '.rr A E �n � SE �I MASTER , r UNIT Z'YPF . BEDROOM I - "' MASTER --- = I a BEDR OM EDR OM 2C AND 3A BED�RQOM I ' I revisions: �AII/90 C.. / - - - - - B iv iv 09/30/96 1 I I I I I I 1 I I ' B E - - E � C� I I I Z 2 date: 05/9/90 AS.i A52 scale: 1/4" = V-0' A5.1 I � A5Z I n n �'-Q"i" a, -F 3/4" 5'-4 IPI" 1 'm �r "m -- 5'-6 3/4 _fir.-_ 5 I-1 drawn. CRH —7V 0 - - -.�_ _ - 1 1/411 14'-0" 10'-10) v4 I v4 I _ _ _ _ - _. . -- -- Job no: 9603 11'.1 3/4" 241-10 114" I I' 3/A" 24'-10 1/4" 4 PARTY WALL 4 PANTY WALL PARTY WALL THIRD FLOOR PLAN - CONTINUATION OF UNIT' TYPE 2C 2 THIRD FVOOR PLAN - CONTINUATION OF UNIT TYPE 3A. 6 5a PT. I -m _UG7•'PER LEE_L 789 SQ. FEL - 1356 F\11 ? �3 .i �, UPPER LEVEL ■ 554 SQ. FT 1.•� - 1345 SQ. FT- • 3 _------ --- TOTAL S.F. ■ . 1130 6Q, FT. M�I yb-Ul 14 to`Ib-U231 13456 SW Hawks Beard 22 of 106 :M r w we• :. ,,.,,, »x.. .,.;. .�:-.: 1 fuMI ,,1, AA+ xw » it 't R�,w p v.r 9d k,p�rt�htrr;,,'+er. rry nr+Fav,+ IIgA,, �, . ,,,w aw, wrr.- r , w• ., , 1F THIS DOCUMENT 1S LF S il>III(IIIIIIII 11.11111 11111I1 IIIIIIIIIIIiIII III IIII'111i111I1-III-T11III1 I l�l�lll�lllllll IIIIIIIIII1 1 111111III III �IIIII�III�I'l�llt'11T�1111'111111�t IIIIIIIIIII�lllllllllllll �llll) j 1 I 2 I � I �__ I- �_ 1_ LEGIBLE THAN THIS NOTATION, _-_-__ __.___l �__v____, ____ __ .__- ! _ .__� _IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. No.ae �� Q E 6L BZ LL 9�`1'1 Z 6jZ £IG tG T��L O��Z9t bt £�i ZT it t 8 I 8 �L �9 9 IIIIo� I IIIIIIIIIIII�I�IIIIIIIII III�IIIIIIIIIIIIIIIIIIIIillllll IIIIIIIIIIIII IIII 111111 IIII IIII II1111I1111I1�11 111111111 111111111 {IIIIIIIIIIIIIiIIll�llillll111liil I11111111I1111 1111I111111111I1111I1111�1111 IIIII1111 11i1��l�ll IIIIII�I1111111,�IIIIIIIil�lllllllll�llll II�illllllll� III ►I „, .: _.,:.' , ,.,,, ,, •.=<du ,�'rV£«a�9�Wmalw���tJ�;r��u+ a�.�&k: nr. ,� ,;,�:, r ��.::.� ,�r' : .a,i .. r - ► - s :. '� , ... . �, , ;;;:� .nd �;�, xka',n-iz�L .i. _. ,, re�v& ..m..k:{i,�aer + .t G r x ;.. . .,i • , .. y .. . '- n. r , , - � ' � • fi � f �&D (� .;. b , GEORGE T. RGBIS4 r I �PORTLA , OREGON 2520 ' —- -v .� X4OF tai 2'-m” --- ARCHITECTS INCORPORATED' �? + I I 34 N.W. FIRST A►VBNUE a � ( Portland, Oregon 97209 (509) 226-9096 z I UP AqR G " LOUNGE r 2Z —OU — E 4 g .�2 A 15 � - - y 24- ------------ s a �- ti GPT � itlLrr ENTRY e - - -- - - - - a 9 ® 0 OO O ® I SIM. y 3'-b" ® O m © TFRELLIS 22\ 5'-m" -0n 5`_m" ABOVE � SPA � ---*-_----- 1____16'-m"; _ -31/Z,r I ! -O" b'-10 8i ----- _ ___ ------- _ --- - ---- © -- - L�_- Cs -•, `--- SOPIT 2T �, 1 I DIDDER �eSIGN g'_m�� MM. WROU3Nt IRON FENCE AND I 1-1 t �y �``---- PICKETS NOT TO .aLi-OW THE PCSS�«'sE PLANT -- I `,o OF A 4 SPHERE O O ® E ® ® SLOf-E UP 8 UI4 S��ELF O O ' !�7 O No z �► �__ _ CS 0�4 0 - TILE TILT _ 5L OF'E UP I 6Lc"'PE UP _ �____�� f ?5:t; - b.'15:12 PQ = d 0 I 31 0 C 23 T O S P M �-- IDDER DESIGN WROUG«.I* IRON FENCE G.STE� LEASING c0 FOUNTAIN Tl P� 2A- M Q Yv LATGN TO BE 48" M• .r NEIG,aT. Q 1 OFFICEelm �—''� oo 655 3 -b OW CEO C GE8 G 0� � e 0 I \ �1 I I Vcn 28 PTDR P 28 6x6 FL. ---- --- - ►v� 0 O f; ip �v I 2 R r�;78r- NOTE: POOL EQUIF-HENT BIDDER �E31GN Uti.7ER FUIRN A SEE MEN E ?RuctuRA� � EXERCISE � POOL l a P SIM ROOM I,1, EQUIPMENT rn MANAGER SIM I I Z4 ��" x 3m" ATTI �, --- - 42" GRAB 42" I I N t `--� (,�/ O OFFICE BAR 3 3 2 C i i ACGF9S PANEL c(f I '„.4 ap -4 � — AR , � SEE 8 .a1rD.3 _._..— Q � � E"y � Q N .r TPN Npr A8 TPH L- C I W - - - - 10'-1 ,E,'-4 1/Z" a0 f� a CLUBHOUSE ELOPE SCOPE SLOPE SLOPE FLOOR B I 5.75:12 5.�5 12 5ID:12 5, 5:12 PIAN I l.t�l.M 1,4 14 � � �� 3 ' G I revisions: 4,-®,r 108/21/'96 —_ c — - -_ — 6�4 1/4 3 •3 I/2 I 8'-m ---- 4 -D 1/2- 6-?1 y 09/30/96 i �- -� dl date: 05/9/911 1/4" = 1'--0" drawn: WMlr job no: 9603 Ti t� O CY7 Ln CLUBHOUSE FLOOR PLAN -a �. y E=4'.'3 GLBI �n 89�` 9th PT 44o4tr (in cr1 MS 196-•U214 to 96-U231 13456 SW Hawks Beard ,.. 23 of 106 ,,... ;..:...r.....:,,. -.,w ,m...y,. _,,. •r•:,w,. / M�yn AAN,R JF�rInM 4VY - - ..,. .,,:. _ .:..,..5'Ny,. y. ,._,-.u..,.wQ''r.,t.. .„:.:. ;- :�n ,-e.`+!►!1F, 4,�p`;r.:• ,. .. 'y 1r"', r , IF THIS DOCUMENT IS LESS it 'II 111 II11! III Ili II1 I I III I�i III ISI III III IIT 11T III III III I 1111 I�f III IIIIIII III III I I IIIII•II.•III III lJl TJI lJl 1 1 T�1 1�11111'i''IIII III 111111 1 I 1 I III I I 1 I LFGIBLF THAN 'rHT NOTATION, I I I S l • IS T T'' T OF --�-- --�_ �_�__`�_— o ]T I. DUF 0 �,F QUALITY No.36 THF ORIGINAL OGUMFNT+ __-- _ TJ Z 9��Z I Z' -1�Z --£��S ZtZ i Z 0��Z 6�- I H�i--I G t 9��I 9 1 �is t 'Rr�I Q i 1 1 1 �6 —�G 9 S, t� S Z Flizil',lll1ilillllll1il 111116111(lll�IIII1IIII�►I i llll���ll�ll���ll� �iiillui I J Ilillll[Illlllillillll �III�� IIIIIIIIIIIIIIIIIII IIIIIIIII flll 111111 11111111:Ilillllll IIIIIIIII IIIIIIIII IIIIIIIII b b i X44.5 A4D � Y4 ' OkGE T. t2U$15UM LLM I'4kTLA O�Ir N ,'-®" j , 1/2 _ 1'- 1/Z" AT END IOWIVIT OF tl, wo COL�o'IN AT END t09 AT ON _ �S uN T CON( (TION- ----- J -ADJOINING '- - C Z 4 �,I I 4 t __ _. _ WAIL — "seams I I I �.. nI • � � � A45 A4B � �. � __ .. � � .. I I A4f� I , I f - -4 CONDITION - 2„ REINFORCED CONC DECKlow — -- _ _ __ ___ _ — -- --1 --- _----- - _ —4 f)I 5% PIPE "ND WIRE O"A2 0 SCORE -� ME6H �;ANDRAIL. Ii 1 _ T � , .... ��I ilvE5 .N CONCRETE � P —_----- - -- ---- -- ------—_ - —� _ --- _ 3 ARCHITEC S INCORPORATED r- .L .._ ------ j , * 2 -10 _W-43/41' C, 4, Portlaas, 225-9095 >➢?'ZOti iOregm j I ---- - <: 1 . .. ._4 . 4 SIM. Al2 !f In" 4" r � I L•;N INC- BED _ �c - ON -- 3EE LANDSC"PE d? ---- --— -- — f FLAN > LIGHTPOLE AND I LIGHT SECOND ELQQ R AIZI a f SIM STAI R" AT UNIT 2A STAIR AT UNIT 2C (UNIT 3A SIMILAR) ' 1 4' a 1 -0 d"-b 1/4" a ! -m. � 'r n � AIZ PQ Q w lll'••9'' TO EOCIV Ort COLUMN AT END UNIT EIR0 FLOOR STAIR No. 1 = a it A4.b 14" a !'-m" Typ COMPOSITION 5WINGLE ROOFING/ ,/EDIFY WALL SHEATHING WITH BUILDING PAr�ER/ ARCHITECTURAL WALT. TACs3 4 q 1:'2" OSF3 OR PLYWD. SNTN. (1/Z" AND CONSTRUCTION V AC x' PL.YWD WIT•4 'A' SIDE 46SEM5L!E5, AND WITH TWtE � �+ EXPOSED A' SOFFITS)! 5TF4JCTURfaL S+aEATWING f ' \ MANI.P. TW551?S AT 2a" O.G. t3G�lEDULE. CZ 77 cn W 0 W v4 STAIR (2) LAYERS 5'B" PIT'S AND o0jAIP>.I SECTIONS \ � 42" +-I!GN GUARDRAIL BE, OND SEE DETA'L STEEL PIPE RAIL6' $Er'�L.7 WELDED WIRE MEB►-I rt�l �' - - - --- r SEE SHEET 4:0.4 revisions: TOP OF CONC. AT LANDING INW- �, a I date: 0519/96 5,8" TYPE 'x' GYP BD ' 1/2' MS!LIENt _r- ':` : UJ CHANVELS AT 16" O.C. - - _ scale: _ 1/4 - 1-- * f 4x13 P,T �� / W drawn: CRH TOP OF CONC. AT I)i 9 TADS AT 10 112" _ �'-D" 9 *r AVS At 10 121, 1'-IO In" - - _ -- - - �, BASE OF STAIR W x1a 9 ---- . - -.-..._ _ �1 4 IPS 1mift 16 TREADS LST 11 !4'-8" !'_O -- SLCPE 'VARIES - VERIFY WITH SITE GRADING PL<+N STAIR AT UNIT 2A 4 STAIR AT UNIT 2C (UNIT 3A SIMILAR). � STAIR No. 1 SECTION 4o5 w� wt MT,d 1/4" a !'-m" !�"�'� 1/4" r 1'-2'' A4 !,4 a I._0 MS 196-0214 to 96-0231 13456 SW I tawks Beard 24 of 106 .ew�a ..r ,,.,.,mwrh..�neaiswlr'au,�m..1R� +`tpt>K:�.'r�pC1"g"!ikdYfiwwalNM�Mp*••sysa r,+,°sr.Tt�M.t+p,"�'+11N„�„i.,WN;.µ+d•..4,. ;d�"yY1a1�Ei',iM1:�M�+W1YW�i � ,•:,i;M„ ,, ..._.. Y - . Jk IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATIONS I -_�__-_-I Ll�-- I- 1��-I✓ 4 I �� �I-_.___I - _ -L.. 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R,.. w.. __...._...�.. •*+ww+s• Iwrylm,mn.,,,.,a°atm�iwV. neuraa:,wwi 4+W:u"s+'d'dS.-,F• °il'IYd'�'�il.,s."i_ �; :,:,: .4 :* ,« r+l r ., -i:, ,+_ - .R; .. ,.A x .' • -;. �. _ f .. ,. .,': is �5 ,{ q[_!M.. .q„ YY It . 2 - .. , , „ 4.'. �, d.. -. � • :x tp,r�. .�wr., "�' �fy'�' S'Y COMP051TION 5HINGLE ROOFING/ " k� , I+ a M a° �'► v� BUILDING PAPER, I I / 'S s :?�w. haw e !'v'') � ;''� � GEORGE T. R06f50N'C-'�'� 1/2' 058 OR PLYWD. 8 4Tl -4 i 112' ORT ACX' PLYWD. WITH 'A' SIDE �� �: Xk� �x4� + a� z� E xPOSED AT SOF-FITS).' PORT MCC) M.aAk F. TRU55ES "T 24' O.0 -R-3e INeuLATIONa� � �� ORE 20 I � 4 -r,r _ r,..'ryt� \'� �. --- -- ---___--.\�� •.— -t—'-r- r '^-rM kMrN'r�F'"� �+ � a �� � �F O1 I � 6' �! �eW rf� •Y'Pk � 'r��,, nk CONTINUOUS MTL. .5FUT-rFR5 ARIA =0045POU"5. T?'P, \ LAT E_R� G YJ� i I 2C 2C ► oe ,o^ � ✓'r4' _ WINDOWS T'T"P. BA I -38 IN5ULri�TICO 4 , 4 I I , ARCHITECIa II 3/8" "rl PE X a 1/2" RE31LIENT CH.aNNE1.5 I I ; , INCORPORATED (2' LAYERS 5/8" 11LAND WIRE I T)'PE 'X,' GYP BD. CONY I 1B 1B 1B _ D Ii�I I1�' -I. .-_ .._.... T tp,- L.F�s�2R_��BEr�eLY, 34 N.W. FIRST A'llEl�lUE WOOD L.aP SIDING BUILDING PAPER, I I I I 3:4" GYPCRETE/ Portland Oregon 97209 5/8" TY-JE 'X' GYP. SHTHJ I I 5/8' T4G 51-+EAT"ING/ R 2x6"b HT Ib" OC. 2xl@'e AT 16" O.C. (503) 225-9095 I #� I 2xIO WOOD TRIM I `'' i I 5/8" TYPE 'X' GYP BDA I -- .�_.-- - - - 5/8" TYPE 'X' GYP BD./ I/2" RESIr_IENT C1-kANNE�S - - � -----__-- ---- -_.. 5ECTION.aI_ RCL'_-:_,P MOOR - -- } - -. I I I 1/2" RESILIENT CHANNELS INSULATION I 2C I 3" SOUND INSULaT! ___- ------_- / I °N - 1 A I --- — -- +- - -- - - VINYL WINDOWS. T-1�. 4" CONCRETE SL-+e WIT" GARAGE BEDROOM I I I FIBERMESH REINFORCING I I I R-21 INBULQTION OF SAND/ { If I I ( REI ofC�'C�i ,TE SLAB w+TN FIeEt�"IE9N b MIL VAPOR BARRIER' I I li' I 2" OF BAND/ COMPACTED GR.ZNUL.uR FILA - _------- 1 5,_OPE 6 MIL, VAPOR BARRIER.' % I I COMPACTED GR-4 WL"R FILL WOr ( VERIFY �i1ALL SHEATHING (BATH ARCHITECTURAL W«+LL TAGS AND CONSTRUCTION ASSEMBLIES, AND WITW THE ,qFj� 3TRUC TUBAL 5HEXT,41NG SCHEDULE. SECT SECTION THROUGH BEDROOMS AT STACKED UNITS 1A MyANS) 2C Q+ � , COMP05lTfON SHINGLE ROOFING/ \ . / \ Q 150iLDING PAPER' i/?" OSB OR PLYWD. SNTH. (I/.'' EXPO' PLYWD. WIT" TS BICE I .I' I - _- --- t--- R-38 INSULATION EXPOSED .1,T SOFFITS) I MAJNF. TRUSSES ,L'T 24' O,G. --- � - — � I I I ( j , � ` / � � Tl'PIGaL.SzA.bLE ASrtFMBL7• I ( WOOD L.QP S l p(NG/ _ I BUILDING P IPFR' E CNTINUOUS �"1TL. GUTTERS ( I F _I 5/8" TYPE GYP. 34.rrk/ — - -- i (2) GABLE END TRUSSES W% AND DOWNSPOUTS, TYP. _. ____. I _ SPACING BETWEEN! 31 I I I 5/8" TYPE 'X' GYP 130- U I 3A 3A BEDROOM � BAT4 4 BEDROOMi ---- (2) LAYERS 5/8" I ✓IN'+ L WINDOWS: TYP E GYP. BD. oAQ � ..� I I I � I I I BUILDING SECTIONS Tf I t --_ - --- 5;8° T-PF_ 'x' GYP P,j S L PIPE AND WIRE MESH I 15,4LSON"T_ I I1B 1B 1B I I I/2" RESILIENT CHANNELS 1 I I - I DINING B�4TN BEDROOM, I —"—`t' WCOD LAP BIDING:' BUILDING PAPER' j I �` i 3/4" GYPCRETE 5 8" TYPE 'X' GYP. SWTHJ I I I $/S' TIG SHEATHING 2Xro'e 4T Ib" O.G. --I --- I I I ?xim'e ,1T ICo" C.C. revisions: I 09/30/96 2),10 WOOD TRIM U_KI I l�'� _ �------ TYPE 'O' GYP. BD.,' _ SEGTION,"L ROLL-UP DOOR I I 1 RESILIENT CNr:NNEL9 --_ -�I _._._----- - 5 8" TYPE 'X' GYP. BD.' t I R-25 INSUL•aTION I I I 1,2 ' RESILIENT C"ANNELS I 3' SOUND INSULA*ION - - - - - - - -_.--- _ / 1A4" GONCRE-TE VINYL WINDOWS, TYP date: 05/9/98 FIBERME514 REfNNFORCING% I A R-:I NSULA ION - I LAB WIT�4 VCD�WOI I �_ - -- - - 71,P1 ASL_ QQ+ Ate° M@LY_: 1/4" _ 1 -0" T scale: 2' I 4" CONCRETE 8LA0 WITH FIBER'1E9N I C."F�RAViE - I I I � I REINFORCING,' of SF+NG drawn: crh � MIL ✓APOR BARRIER' — 2" OF SAND/ coMP,4-TEL' GRANULAR FILL - i -- - --�.. i I I / I 2 "''IL. VAPOR BARRIER/ SLOPE I CO�"fPACTED GR.aNULAR F(LL jab no: 9603 NNW VERIFY W.s,LL 5HE.1THfNG WITH AR,Gk°�ITECTURtAL WALL TAGS \ � AND CONSTRUCTION 45SEMB'�IEB, AND WITH TWE STRUCTURAL SHEAiTNING SCHEDULE. A6.2 . 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GUTTERS ,.IND DCLJN6POUTS rYPTIi TIi � � LYP�Al,S�r�$1DIll BUILDING PAPER,/ / 5/8" TYPE 'x' Gyp 5HTHj / r (1) ��aeLE END rRusaEa uu s I/z" / SPACING BETWEEN% i' •. r {_.ti,',"v' - 5/8" YPPIE '�Y DD. - (2) LAYER 5'B' 1 � --_ -— �----R•-x •---r--rte- , TYPE *1 GY F BD /2> LAYERS 5 8' TYPE 'X' GP 5HTI-1. 213 __._ 2" LIGHTWEiGNT GONG► rE W.` ARCHITECTS, KI TC�EN CIN INCA 1 F15ERMESH/ BuILD;NG PAPER/ 9/8" RAR REYWpj CH AT 24" Or-..' lit" REINCORPORATED S+ !ENPT SGH.aNNELS AT �b'' O.C:. ..mow A, E -- ------- 2xIQi WOOD TRIM � i 34 N.W. FUW AVZM Portland. i"gon 97209 T Y PAL RA i L_N-j A88EMI3L ��,._ 5TEE-L PIPE RAILS- 1� �" (503) 225-9095 WELDED WIRE ME5+-I I ' n SEE SHEET x10.4 1e' TYPE X' GYP• CD. 1/1 -� I i RESILIANT GHslNNELb AT --5/8" TYPi: X' GYP. 5D./ 1/2" RESILIENr CHANNELS \ 6 OC r ,SIN-L INDOWS, TYIN, -- Y. - I �; 3/4 YP KITCHEN I 2 A � 5ie CRETE/ / I G�TE+HEATHINGi Ii WOOD L' PER/s; 2xIO'e AT Iro" OG I + BUILDING PAPER/ i I � D ININ6I 5iB" TYPE 'X' GYP. SHTH.' AT Ifo" O.G. —---- R?-;.5 INSULATION Emm4 VERIFY WALL 6HEATo-4ING WITH - ARCHITECTURAL WALL TAGS AND CONSTRUE?ivti -- 8x8 POST AND ASSE►"iBLIES AND W TH THE FCjOTING BEYOND, STRUGTURA. 5HE•:T";NG SEE STRUCTUR41- SCµEDULE. ' I I I I ' I ' I I SECTION AT STACKED UNITS 2A AND 2B BUILDING C 3 v�' •I'-m" BUILEaNG E/F/H SIMILAR - - — I7-P�-AL RQ�A UQ Ly-: 0 O COMPOSITION SHINGLE' ROOFING' BUILDING PAPER/ 1/2" 05B OR PLYWD. SHTH. (1/2" � 'ACX' PL--WD SOF 'A' SIDE A O x% `\2 i=-Ai MANUF TRU56E3 TI 24" D.G. — —� = t WOOD LAP SIDING, I BUILDING PAPER/ �-------- ------ ---------------I 5/8" TYPE 'X' GYP. SHTH•/ '� I YAULr�p__CE+LING S�ar ,g: 1 < WALLS SEPARATING VAULTED n�� z (� d SPA ABLE END Ru55E6 W/ A I/1 / - w Ow (2) ,f, - •, � I CEILING SP.:aGEB FROM ATTICS � CINE BETWEEN' _ ,...�.! REOUIRE i 2) LAY ERS 5/8" 5/8' TYPE 'X GYP. BD. � i � I--,--,-__ _ - iR1 n L / .TYPE-X GYIm. BC' - --- — �r R 0 -�' 1 ......................... `\ \ A H 2C /3A I ' I I I cp� �, MI WN0 VINYL WINDOWS, TYP. _____ ----_------- -___ _._� MASTEFR TYP 1 � � C.7 E X' G� �'. ESD TY� I. 1k91.L_��. r'+ ,.': QE D R001'''f WODD LAP SIDING/ F=AR1-Y W.;�.� SEE _ BUILDING PAPER/ 3'' SOUND NSl1LA"!ON PI-AN 1 +�:._ � R-38 INSUL4T!ON 5/8" TYPE 'X' GYR &w-ri . BETWEEN FLOOR5, T'F'• '�`'' — \=� 1 2x6'6 AT I6 OC. — --- - I �•�--- ;�.` IL a y CQ W4 1+R 2C/3A I . 5/8" TYPE 'X' GYP. BD; � � — (2) LAYERS 5/8" BURDING 1/2" R1-5!LIENT CHANNELS _ _ ___- _- - - . _t 1B LIVING T E X G P. SECTIONS ! - - - - �A Y LI VINO --- - TYPICAL FLOOR Aft ►�L7 T� F:' 3/4" GYP'CREtEI VINYL WINDOWS, 5/8" T dG SHEATHING/ ------ I 2x10'e 41 16" O.G revisions: 2x10 WOOD TRIM08/21/96 - - - �// �---- R-25 INSULAI iCl-4, TYP --- - — ---- 5 8" TYPE 'r' GYP. BD �2 09 30/96 SECTIONAL PDLL-UF' DOOR - - --- AT GARAGES1 A 1A ' I L ----- 11 TI'-T LIVING I -- ---- ---- 1117" RESiL'ENT CHANNELS S/8 TYPE 'x' GYP. BD./ 1 �L••� 1/2" RESILIENT GHANNELB ✓INY� wINDCwB T`rP _ (late: 05/9/96 4" CONCRETE SLHB WITH F 5ER!"IESN REINFORCING, I v- /3A 3/4" GYPCRETE 2" OF SAND,' GR,4,GG I / 5-8' TtG SHEATHING 1/4" = V-0" scale: I I / 2x1O'e AT 16" O.G. 6 MIL ✓APOR B:+RR+ER/ j COMPACTED GRANULAR FIL LSLOPE �•�aao�Y_ 4 �Ji •�' e� .w�—_� � r i ,�\' job --no: 9803 -- ---' -- ---- _------. H✓ERIE` WALL BHCATH!NG U)IR-25 iNBuL<rIDN - RCHITCTURAL WALTATs _.._. AND CONSTRUCTION �68Eh^E3LIE8, AND WITH THE �••��*+�•�� 5TRUCTURAL I:�ATL�ING gCHEDULE I, c SECTION AT STACKED UNITS 1A, 1B, AND 2C OR 3A BUILDING C 593 �A&31 1/4"n1' BUILDING E/F/H SIMILAR MS 196-0214 to 96-0231 13456 SW hawks Beard 27 of 106 II( 111 111 111 111 !il I I III 111 ..1.11 I 1111 111 ITT 711 111- 111 III I 1 111 111 J1 III 111 III III 1 1 III III X111111 III 111 111 1 1 TIT 117 111 11l III III 111111 , III 111 111 1 1 IF THIS DOCUMENT IS LESS ( I I � I I 1 1 � I L 1 1 1 I S I I I I 1 � 1 � R1 1 �0 1 � LEGIBLE THAN THIS NOTATION, 1 � . I 6� 7� f3 �_-__ _ _- _ � _ _ _�_ -° IT IS DUE TO THF, QUALITY OFN0.36 THE ORIGINAI. DOCUMENT. . __-- _ __-_ -- _-_ _ _ --In gi Im_ �.- — tell 21-1111-11-1 Ie e iyi l i l I IIIIIII�{I III I II I �i I ill ' - TYPICAL WOOD LAP SIDING, DUILDINCs PAPERY 6-'8" TYPE 'X' CIYP. 8+•+Tiv- : !2,GA5LE END TF.16SE3 ,- 4. MIN. 1/2" G.•.�P BETWEEN/ �'')� `r `.- - TY�IG4L RQCQF AF►SEF`�BLY: . ` ek _ R-38 INAULaTION �.OMPOSiT{ON BN�NGLE I000F(NG/ j 9/®' TYPE 'X' GYP BG. 1%11LDINCa PAPER'_ * !/ r GEORGE i. RU81SflN rr PLYUA.. S+-+ N. l 2 WOOD LAP SID!N61 •:Cx' PLYWG WIT" A' 810E � l 11 II I I I II I f/ BUILDING PAPERY ----- - ��- EXPOWD AT SOFFITS)/ PORTA , ORE II S%!l" TYPE 'X' uYP. SHTH: _�- -- �Mr:dJt�F. TIR,lS$E5 AT 14` O.G t�(•�j .x6'$ AT 16" O.G. \ / 74� OF (2) LAYER5 5'8' TtiPE --- _- > X' GYP. Z.15 °, I r-M.ar�,.iF Tt�'u55E5 4.'� a4'' ,I .�/ � - I 1 I UL I � - /2\ 2C 2C I� I �1 I ,2 C 1 _ --,, ,� I-�A ,aTl-I I I :T4� I �. I "YPI I II (! GAL G,-►Bi_E WOOD LAP BiDiNG/ I OU!LDn� PAPER/ �. DR4FT5TCF' —DRAFT$TOP I I t11QAFTl170P 3/4'' GYPGRE'E' I, -- I 5/8" TYPE r(' GYP 9H".+, 3;8" r4G 9NE,4THINj II ;I ;! I - I! (2)GABLE END TWSSE5 w/ A MIN DlRAFTBTOP L'RAFTSTOP ID.1 2xI0 a Al I6 OC 2" �sAP SET): EN/ 11 In ii, 5,8 TYPE 'X' GYP. BD. - - 50u�t✓ ' a• I R-38 INSULAT ON, S//2a TYPE x' GYP. l9D./ /' \ \ TYP IN4u _.T ON 1 0961LIENT C14ANNE1.6 - ---' 1 RA 0 r T`rPE 'x' CyYP BD �RCITECrFS 2 B 2 B 2 A 2 A 2 8 2�8 I 1 2 C 2 C 18 1 B ► ; 'i B 2 B 2B 2A 2A 213 2 /2" REBIL IENT CHANI`IELB .--...—. I 1 I I , r INCORPORATED ; KITCHEN EN?R1' BATS HALL PALS. BAT44 I _KITCHEN �n�� �GIT����± �A�� I E'A I �4 KITCHEN EtRY �AT�1 N� NAS BATH ---�- T�!GAL_�,,����+s�� i a/4" GYPC:IWTE/ 3,4 GYPGRETE' 1 ! II 5/8" TTG 5"EATHING/ 1 5/8" T4G &HEATHING >" 50UN✓ I I�•1 2MI04 AT 16" OL. 2x10 e "T 16" O.C. I NSULATION - R-ZI INSULATION, I ;q I f TYp 3 FIRST a `�i A I Portland. Oreson sD'?M { T , R-25 INSULATION �,.._ (503) 225-9006 1 I R-25 N5UL-"T Ow _,� T,,` 5 B 7Y PE .cT C,�F. /2H RE5PLIENT GHANNELB I � 12 ' Rf:SILIEN Cr-+-:h`rf=�_g I� 1 1 1 A 1 A 2 C �� 2 A 2 A 2 A 2132A 2A 2�1 2B t A _ WOOD LAP SIDING, I <1 TC4EN ErNT�Y AACsE A� E I I TCNEN GARAGE GARAGE KI TC�EN ENTRY C�A��AC�� GARAGE M!LDINno r AIoEw dd - 5/8" TYPE 'X' jY"P. S#41" r•.�n.r.+.�r I I j 2x6'$ AT 16" OL. 1 'd / i VERIFY WALL 9i•IEA'RING WIT" -]RCWITECTURA: WALL 7465 4 CONCRETE SL�+E wl7al -- - TYPI�y� Q�1f _�4��_ ?a°tEM�it_ 4" WNCRETE SLAB WIT" AND CONSTRUCTION FIBERMESH REINFORCINCa/ f :-SSEM60FS, AND WITH T"E Z �IB�►�5.EN REINFORCING a CONCRETE SLAB WITH FIgF�ES" 2' OF SAND 5TRUCTUR.:.L SHE�:,THIN s C 5. ND/ R1:INFORCING/ AF.4 r VAPOR BARRIER/ MI VAPOR BARRIER, 2" OF SAND6 L. 5CHEDuLE. T COr"�PAGTED 1RANULEAR FILL I- g'M c:0"^I�'.+G ED GRANULAR FILL COMPACTF_D GR,.�NULAR FILL �C BUILDING SN.CTION BUILDING G �4b14 a".I'-m" of '! WOOD L"P SIDING/ BUILDING PAPER, Q! 558" TYPE 'X' GYP 51-1T.N.• w (2)GABLE r=ND TRUSSES W, .a MIN 0 A q V.." GAP BElt.r-EN/ t 5/8" TYPE 'X COY F' 15D T�"PIL:�.+?QEF.�OI&M R-38 INSULAT'ON T7PICA�_�4LL A�9EM@LY: COMPOSITION SHINGLE ROOFINGi WOOD LAP SIDING/ / BUILDING PAPER/ GWILDING PAPER/ 5/8" TY PI_ 'X' GYP. SW".,' — GCxO pL71JDpW T 'A' SIDS DL' Irl" �1 Q W h it I � 2xb'e AT Will O.C. � ExpoeEG� "T SOFFITS), � ►� w E"' � 1\ MAUNF -,Tj i55E5 AT 24" O.C. i I (2) LATER5 5/8" TYPE Y I . 2 , !r yC X' Gyp MANUF TRUSSES AT 24" �/2 1 1 I®.) - A I� I 2C 2C I � _., -C-- I I °"� p� BATS; II-IALL BATH I ; I 10 WOODI G PAPER/ ; II DU LD NG PE ,�, N "q ! I 5/8" TY I=E 'X' G'A'P. 5i-ITHJ V n � a N ..4 i 1 7Y�I�!aI.�FL.Q_� +L DRAFtSTOP DRAFTSTOP I I II I t4ft-- L'y -DRAFTSTOP I — Dou rSTOP IBJ-1 2)G�.BLE END TRUSSES W/ A MIN, 11 3/4" GYPr-RETE/ IR/.FTSTCP II 5/8" T4G 5HEATI iNG i I j 5/8"GAPPEBETWEEN/XYP. BD. 2x10'$ .:,T 16' OL 38 INSULATION - - _ - Tl'P BUILDING � - R � A I ' SECTIONS I I 3" SOUND 5;8" TYPE x CsT p �D I 9/8" TYPE X' GYP BJ.. 2B 26 2A 2A 2B 28 1/Z" RESILIENT CHANNELS INSUL%'TION 112" RE_ ILIE 4T CH4NINFL9 2C 2C 1B 1B 1B KITCI-4N ��Y BAT HALL HALL Bafi� — - n P'G?IF1 �?s2f? >�13LY f rG4-SEN ENTRY KI TC 4EN NA_ �.� BATT-� I Ir �;4" GYP7,RETF-! 2B 2A 2 A 2B 2B _ 2x1 A Iro O. .. ?� 2 B I TYPIR N��MB1-T• -7 3" 50UN- :: _ — �, 3,4" GYPCRGTE INFAJLIV'ICN �•I 1 2xlme AT 16" o.c.. rt?viaioaf: KITCHEN E RY BATH +��„L „L BA I N / - 5'a" T�(x SHEATHIr�G-' � -R-ZI INSULATION, ^- I I 2x10'e "T 16' OG / TYP.Ll 2, 09/30/98 R-95 1N5U.-4Tip1•l rI � , R-25 INSULATIO�i / R-21 �NSUL.-TION, 2A 2A I ( 2A 213 -•— j TYP I/2" RESILIENT CHA 4ELB date: 0 %4/90 5/8" TYPE 'X' GYP BDJ I KITC 4EN N Y GARAGE <ACxE I/2" F2EgILIENt CHANNELS PSL W4LL 4E?' L.Y-I 2 2A 2A , 2B I I -� - - - A I I I II I �/� 1A ��. 2C I u100D LAP SIDING/ Igcale: �/�'� - tr-0" BUILDING PAPER/ RA�tF� 5/8" TYPE X' GYP. BHTL; KI TCI-)"-N� ENTRY GARAGE CSA, I li K I TQ4EN �rl'i �' CSAR_A.';E. GARAGE I , 2x6'e AT o.c drawn� wML I +II job no: 9803 l ::,• :f TYPIGaL_ ��� 4_R ASS�M�l.": _ - 4' CONCRETE SLAB WITH -I CONCF � I' 4" GChIGRETE SLAB WITH FIBERMESH RIFY UTALL. SWEATHINC-1 WI-rH �-- - '" E'E 5L• E3 W Ii ---� FIdERT"'F:�+ REINFORCING! REINFORGiNCs, FI®ERMIC°y►-1 REINFORCING/ ARCHITECTURAL WALL 'AGS 3 2 ' OF-- gA;PvD; 2" Cr- SAND/6 MIL. VAPOR BARRIER/ 2" OF SAND,' ANC GON57RLICTION �--- COMPACTED GRANULAR FILL 6 MIL VAPOR BARRIER/ ASSEMB3 JE5, -1ND WITW THE I 4 h1 C �11L '✓AEOR BARRIER STRUCTURAL SHEATHING 51 C•C;MP.�t:,TED GRANULAR FILL. COMPACTED csRANULAR FILL I °�( HED;ULE. SECTION Art STEPPED BUILDING54114 zBUILDING :J/S MS•I.96-0214 to 96-0231 13456 SIA,Hawks Beard 28 of 106 .=�Y.'�+J:u':rs'IMa'Or'4"ATAIR�°�4`�Ib'.'14�.sM.•ea..... ,,, ,,:a;;n., .-•.�..4 y.R,s,M..y. ,rii,w,r A.>. .. F a. 'IMA 'i�! �i4"� a ... N�4ktlir+oww'4M,.lr♦1NY - ... .. ..a ,. IF THIS DOCUMENT 1S LESS ��11F1111I111 111)111 II1II IIIIIIIII ! 111111 III III 1111x11 IIIIIII lllll 11111111 lllilll IIIIIII III I ! IIIIIIIIIIIIIIIIII lilylrlli� ♦ ♦♦TILL♦ l�l T 1 Illllll IIIIIII III �III III III ; �jI I I l �b I i i 1 12 LEGIBLE THAN THIS NOTATION, i � JLJl— ---_.�L �I - 81 41—"L-----_--.�-- �--� IT IS DUE TO THF' QUALITY OF THE ORIGINAL DOCUMENT. � -- _-___ _� _ �. — —_-- -� __._-_. — _ -_--- _ _ _ _ _- - --�-- Ns.�e �j.'-fix.-- a s 18�Z I B�Z LZ 9>G Z 1bZ s�L II si; t�L OTL �1111 9lll II I Illlllll� llllll IIIIIIIIIIIIIIIIIII IalllllllllllllfW�IIIIIIIIII I IIIIII IIIIIIIIIII II ) II II IIIIII�.IIIIIII IIII�IIIIIIIII,IIIIIIIIIILIIIIIIIIIII.II IIIIII119 I. ':i.,::i F.,,i..� ...e 'rz a : ]I:Y..anl�.,!W.u�u"A ,v, ?,,4"�ir�Y: ' t '!'.r. >;...,,.•. ,.I:s 1 y.. f„ ,'a.:- �. 1 11 ..a. �r�rr�kY�tJYA•r �+CwYgw: Y'w�YYf�t�<i" ,-. ,: ,♦ ,fir � „ • r #Pilaf ._''Y'' �� ., .,, f'_,�.,,gY,c <.:'.:: . , ,k,:'.:.:w.o a..w<t,Ta+tl har�raiJkMedaSu .. _ :b � �. : .. ;,..�: ,;. .. „ .,. ,,, ., �,.Btiiti:J'.,a. •,.. t +.. 8p. , ,1. d, ,,r{y-..,.l,.,:.,..1..W.rs 1 q':. ., , �, iv,'�,' ry, SA,1F , ;Vii, ... .....': :" ,r•�,::,.4.!,r.Y.i,n'.�,1Y,.. _' ,'I,h�,a'..• ._..,.. ..`,�F r,.:ti a:b-...:,..:..-'Yap}.sr .J,.Y1..!F.:Y�''..,i.llr'.v 'trip n;'.c..,t..: lF,1.4.:',..:-•F Y\+.r :4\,:,...:,.,i'.'r-a ,��'!i n.,A.„rL1'.c:'I�lu1r'$r�'911.'.�. 1 rd a i ..♦.�' ,�yy.yyw�,„ •.-,"..,.. .r. .t'...W..c... .i1 a � NIX' ua,ybAli" 9' , a, Allow 41 ji . ' a , , .. , ., Y- .:. - ltY .,rf q 4 a , > . .. .- ,- ♦ . : ,'.i, .. ., f...,� n.. ,. , r . .x .. r• :.. a .. •.r '1 wx yy,4..,:T ,r' I 4 R � n. :'r' , .. .. � : T � ,«' : ,! , , w< ,�, a ,,.+ 4.,- .', ,fir. ^z't ,... �"(1'j�► r + a� ,c' .., .. t! r_:. , r. r .' .'; ,j a ,., o� ,;*, � 'kr - 1^y•. �A.: a\1 SQQF I _ R,1. .. a.I .ar:. . , ,r n. Ii S ,;,, r, Yr AT1r'. - ,'e; GD�'PO°v TION SHING - I i +Y. J - - - ;w I:. a. i RGE r � ..tet t31J'•r_D!NCs PAPER/ i`1G . . :. _ �,., ROBI�ON �.� ♦ p v,, . ,. r+ .: CX-i TI NI 1 x. �w ; �. .� Eo r c Poll av 5 1/2 OSB OR PLTWD. &1 (1/2" � NGLE ROOFINCa/ .. � "a: EXPOSED IDT SOFFITS)/ITS)// MANUF. � }� S} ' 1/2" 065 PAPER/WD. $NTN. f r 2' N h � � #It', �.•,, � a� •P' ,*� �r f ` �� N " Tt�JS 3 AT 74" D.C.- ----— -- -------- Vj, _ AC L OR . Y DE r , U GID 4110.1 , FLY w� 'A' ell EXP�D .:►T �IT5;i 7X17 7�zp r O TYP RAF IERiB AT 24' O.G. " d�Y UJOI LAP 51DINGi 4* �88lY. F MIL-DING sr 5 8" TYPE- X ,sYP Sk1 k' / g, 2x6'e AT I6" O.G. - - I 1 GOPIPOSITION 61,4 'LE R001i"N G' 01 -KK;:rtA BUI I PAPER' -03 J L D NG "1 � '1f R'-38 IN6uLATICN, _ • 1; 065 OR PI-T4.0. °6r-ITN. r r t i7 K TYP. 'ACX' PLYU W/ 'A' $IDE EXPOSED AT SOFT-IT$i/ ""ANUT-. R-38 INSU�.:TIc�N _ - ------. / iI I TRL;3SE5 A- T 24" D.0 __.__-__—(I) LAYER 5i8 TYPE X' R-71 INSULru:TIpN - - � ____._.__..______.- _-• ,_�.. L+=\YER9 OF $!8 ,TYP. VINYL wINDGtu - TYPE 'X' GYP- BD -- - G'A'P. BD• (EAC.H 51DE ?IT P 0-- WALL), Tl P. I-1''4x4 WOOD T1C't:11 � ° PLY LEASING (1)L-YER 5/1� TYPE X WOOD LAP SIDING,blall r BUILD'NG PAPER°°/ c T'T—ALL EXERCISE OF`WALL) ( *y P 1; SIDE i=00L 5,8" ,8" T I'2 PIPER/ ..... ,..... OFICE ROOM I 5 8" TYI' 'X' GYP S+iTH.' ARCHIL c I G�I.IIPTP'1EN7 x6 a .'T 16' 0C 5/8" TYPE 'K' GYP. t3r(T1.1,/ � 2x6'6 AT 16" O.C.---- �� INCORPORATED, J R-21 1146UL/.TION T.O. GONG fj.r�,�',�„�” :►.'� / ter, 34 N.W. FWT AVlxug Portland. Uredos 27209 (503) 226—IM96 4" CONCRETE SLA13 WITi4 F 5ERMEg� RE I NFORC-�NCs r 7 OF SAND: / b MIL VAPOR e3.�RR ER GOMPr.{G''"EC GR"NUL-4R Fi_L - -- 1 IQ! SECTION AT OFFICE AND EXERCISE ROOM1,4 gIM 4 r r" h ' 1 ++ . 1 � ) T ~ G8 .- WOOD _ _ .i 9 s� :. _ u . _ ! TY - - - _ TRELLIS I . rr , ' t 9 d tt / > , t 11 IZ ENTRY _ r t „J2 r i 1 fn I 10.4) +r ! l ' ( � . C C� -0 CONIC. � W' Q --�- z a SECTION AT ENTRY Abe✓ 1/4 Cn � 10 COMPOSITION SN!NGLE ROOf=1P'Yco/ BUILDING PAPER' 1/2" O8B OR PLYWD. SNTH, (1/2" 'AGx' F'LYWD Wi 'A' SIDE EXP05EU AT 5 FITS)/ 2xn BUILDING TERv AT 2A" RAF O.G. SECTIONS R-38 INSUL.aTION•- ", �+ ,Y :. •, ,.__. !�.::•._ � `\ I COiY'1POSITION gHINGLE ROCFING/ \ -_ - - �-� BUILDING P,4PER \ � 1i2" 09E3 OR PLYWf�, SH7I-1. (12" \ \ -�-� AI®,I 18�L.L_��.$$EM�.LL: � ~`�:\�` ��. ( �.- -.. / i� � 'AGX PLYWD. W/ '.a BICE WOOD LAP StplpYyGi I TYP. EXPOSED "T SOF�IT5),' MANUF, BUILDING RAPER/ d' TRUSSES AT 2-fl, Or. 5/811 TYPE 'X' GYP. SuTH./ `�, l._. ... - , y 2x6'e AT 16" O.G.-_ - ------ - - ----- - T C. PLraTE - - --- - _. _ - -- - revisions: 5-1/8x9 t"a�U-LAM I � -__--__ - _ _... _ BEAMS. SEE r (2) LAYERS or- R-21 F 5'8 11 R-71 INSULATION ON _-- _ - _ StRJJCTURL+L TYPE 'x' GY P. ESD.. ( - __ _ _ MALL 4$ ''"T�1"i' i\♦ Oa/E t �6 TYP. AIDZ WOOD LAP f5VINGi 1-1/4x4 UICOD TRAM ---__-----�-- / BUILDING F'A:PER- �- 5/8" TYPE 'X' GYP 51-ITH;' \ LEASING 2x(6'6 AT 16,1 OC ---- WnL>AENTRY LEASING MANAGERS a 5i6" ".D.O F'L.1 wOCC' OFF CE I BUILDING PAPER OFFICE OFFICE 5'8" TYPE 'X GYF' Si-ITN. .. /II LAYER 5,a TYF3 cf� 7x6'6 AT t6'' C.G. --- cG R 15D� (E.4cw SDE / - - ---- - - _ B 1 date 05/9/98 / 7Tf'I�AL,_.SaF�Uh,� FJ,S2QB A�EMBJ�Y, l Or- -- - ----------\.,� 1 � 4' CONCRETE SL.. W�TN FIgERMESH _ N, J RE INfiOr^t�f NCs/ - - 7" OF SAND/ bale: 1/4" \ 6 MIL. VAPOR B,�1PRItR/ COMP<:1,GTE'D GW.4NUL:1R i:IL drawn: WW r TO. CXNC. job no: 8803 SECTION AT OFFICE AND LOUNGE 1 4 °1 -Qin Fyfb MS1U6-0114to96-02_S! Y ��" ";, T +, ,• 13456 SW 113wks Beard 5 * 5 29 of 106 . iaM"/"P.MN.,'ar000erCIN ! < -. ; ,yu .p�e�"'•°.. , , d ' r - ;- . -PIrIItrllBtll► .. r `�s• = • ' ,> �� �`. .' � . '' ��. ;� �� '�' � � -� � � �. IF THIS 1,oC1JM1,N'i P; LE¢c ( I II III III III iI1 I ! 1 1 1 1 rll l l V I I i 1 1 T I ! l ill l i i l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J,I, I1 , I I II�111 111I111I1i�jT�l i�il1 I T, TTJI i t --� - - L1---- 1 -- - ___. _1 _— 5 6 LEGIBLE THAN 'I H I c, NOTATION, I I QQ ? r 1T 1S DUE TO T}ir' QUALITY OF -- _--. 61 THE � I �� THE ORTGTFj-,L DOCUMENT. -- -- --- - - - -- - - No.3e E 6�1 8ti L� 1 9>S Z fiL EL f. TZ a�Z HI 8T I LT 9I 4li d�T S�i v�T i I�._. --9 fig P T�niM I1IIIIIIi�IiIiIillliil�Illl�li 11 1 �) 1 ��1 I I f II �IIIIIIIIII.I111111�11 IIIIIII I I�IIII� ,IIIiII1 111111I11►I1111►II1II1111 11111111 IHI�I�I Ii�Illllll,I�►Ilfl�ll��l��llll►I�u i� j 1 IIIIIII iiii��iii iiil ililiil11 i11i1 i111111f111��iilll J ;w 40kk �rl , � COMPOSITION SHINGLE ROOFING GEORGE T, ROBISON BUILD!W-z PAPER, 12" .x I:" GUT HOLES IN 1'2" 'ACx' PLYWH D WITH '"' SIDE \ SHT . Fr+R EXPOSED AT 5CFFITS- VENTILATION GOMP081TION 5+-+INGLE ROOFING Ct'OftTlA RE M,:,NUF TRugSES AT 24' O.G. _ � BUILDING P.:PER! � ?lj 1/2" 'AGx' PLYWD. WITH '"' SIDE � �F EXPOSED AT SOFFITS/ r AtiO.1 1 MANUF TRUSSES AT 24" O.0 — 12" x 11" GUT WCLES IN TH. ' COMPOSITIO�v SHINCaLF ROOFINCs 9 FOR VENTILATION LE BUli_i�ING P✓'+PER/ �'"- �~ A10.1 I I I/2" ACX' 10LYWI7 WITH .: S!C'E EXPOSED ,.,T 6OF:('r5; WOOD LAP SIDING/ -, BUILDING PAPER � - (� 5!8" TYPE 'X' GYP. BHrH., 1 WDOD LAP SIDING- BUILDING PAPER/ (2) 6ABLE END TRUSSES w, N 2 ' 5'8" TYPE 'X' GYP $HT", SPACING BETWEEN, ("&` ) "" i CONTINUOUS , /-�� \ 5/8 TYPE 'X' GYP. 5D. _—.. G.+13LE ENL' R,JSS!"9 W/ A !/? `�/' � G�+TTERS ,.aN... I t\ 3F'.aCING BETWEEN/ I �/ �'P T �/ 3 SUL 'T'ON 5"8 'Y P= X GYP. BD. I - DOw'v. 0� 5 �\ R- 8 r _ ARCHITv CTS R 98 NSU, .+ ION I / l R-38 INSULATION TOP OF 1L TOP OF P * TOP OF P INCORPdRATED '1 103 U -I r " — - (2/ L:+ ERS 5 8" _ I 1 -__ f2! LAYERS 5/8 TYPE x' GYP. F3DJ TYPE 'X' GYF BC I I M,:NUF. TRUSSES AT 24" O.G. M4N61F. TRU83E3 AT �� - ' J r,'"NUF. TRUSSES T 1 34 N.W. �'IR9'P AVF.NULr , 24" O.G WOOD TRIM - ----- ---.. .. - - -- _-t v._._ �� 1 24" O.C. 1 I Portland. Oregon 97209 ir / (503) 225-9095 10.2 I ID ( 9 � I i I I VINYL WINDOW6 — VINYL WINDOWS -_- ---� t VINYL WINDOWS ` ! z / 1 1 � � GG�'POSITInN SNIrrGLE I ROOFING/ 5UILDING PAPER/ �� --._-- 1 1 R-21 INSULATION 1/2" 'ACX' PLYWD. WITH 'A' S+DE / - R-•21 INE"JLAT'ON , - - R-21 INSULATION 2 \ 2 \ EXPOSED AT 50F1=iT5/ 3/4" GYPCR;ETE/ �x4'e AT 2 .0 4" O . 102 _ 314" GYPGRETE! IO . 3,4" GYPCRETE; ' 2x15i8", a A6T 16"" O.C.O UJOOC LAP SIDING I �� / 15/8" TACE &,TNJ JOOD LAP SIDINCs/ I L 5!8" TAG 5HTH../ A :RER _ 2xIC 9 AT 16" O.G. P , BUILDING ,:,,PER/ � 2x108 7 16' p,G ONrINUOUS "TL BUILDING P- 5/8" TYPE X G`r F- SHTN .1TOP Oi= 3HTH. 5 8" TY PE X' GYP. SH-1 / , i TOP Or- gHTN. T `, l ' TOP OF S«�T1-1. _ GUTTER. "ND ' 4-444 2x6'6 AT 16 O.G. -- 2x6 a A 16 ' O.C. _���._/ _ DOWNapou:S - . r LxlOOD 1 2 �? W *x10 WOOD TRIM - r- 1 OF OF fE Lp TO P OF fe � OF OP o, T G ,�+ D 410.1 I 3" SOUND INSULATION 410.1 3" SOUND INSUR-2 INSULATION L"TION / / ) 0 A 2x1C WOOD TRIM - - / 5/631, TYPE X' GYP :3D.' / _ 1 _ 1 5'8" T`I'DE Y G"rP. BD I/2 RESILIENr CHANNEL 1,2" RE51LIENT CN.+NNEL \ 5/B" TYPE 'X' GYP. BL')-/ W I (DING/ O 1 AT 'h" O.C. 1 "T ®�pING PAPER, ! - - 5/8 TYPE x' GYP. SNTN./ 1/2" RESILIENT CANNEL AT 16" O.G. ' / H \ 1 \ 2x6'5 AT 16" O.0 AIO' 10 I DOUBLE .xim 6. SEE 0 9 o a I i STRUCTURAL I fi7 1; F vIN"rL WINDOWS _ - I VINYL WINDOWS ._ - � ► im - 00 co II I I � V.L � � O R7 � •.� I C)I GARAcsE DOOR 1 I 1 1 WAU 4" CONGRErE SLMU 1 u1iTr.� �t" CON��rETE SLAB' pwlTu SECTIONS 1 FIBERI"IESH REINFORCING - P BERME5�4 REINFORCING/ 2" OF SAND/ 1 / 2" OF SAND, 13 DEEP x:"8' WIDE I I 2 �� 6 M L ✓. POR B,�RRiER 2 \ 6 MIL. d.�POR E:+RRER/ �t+ GKENESL-1B EDGE 0410292 CO" ;PACTED G r<"N,�Lo-+R TAIO ILL !/ COMPACTED GRANULAT G�+R,�.GE COORh. SHR FILL I - 4" T a- IT�4 t '� ' I � // •��\ /, � _- I 1 I REINFORCING' TY F� 1 % 2' OF S-:-ND/ TOP OF FIBERME SL415 / I \ / tpP OF SLAB C 6 t`4- ✓.APOR B--.RRIER revisions: I I i 09/30/96 _ r GRADE 1" - J GRADE _- _' OP OF SL aB D (AT EXTERIOR�Jr - i EDGE) R-'5R-'5 RIGID INSULATION R-15 RIGiD INSULATION I 1 1 1 date: 05/9/96 L---1 1 scale: 3/40 — 19-0" CRH \ job no: 9603 AT GARJA-% (%X4E /D0RMERWALL SECTION AT GABLE � W,�1LL SECTIQN AT EAVE 3 WALL SECTION _ �.� 3'.�" = 1'•.C ' 6031116-05 3 4 1'..0" E+E'3U1S-m2 1�.) 3/4" _ i'-©" 603WS-03 L 64, 1 MS 196-0214 to 96-0231 13456 SW Ilawks Beard 30 of 106 7aMra`t'�t*w!�'h�k�ro-t.',.e.,►.,r.r,. .. .�..,,,,.ww.w...::+r:n-w�,,frr.'_�".MY.;�: n,+�'Yy.�+. � .. .�^.rrn'�:.;H"�ru%hYt. ^;,.'iNIMtAMt;... y . ..... .,....n f.. � t�'..'Q� "S�NI4k, 1�, 'd'wsAr*'7!'MM' .wr w .., r rrws.nt.t. .�.,-...,. _ ... ..„a,.... . __....-. .. .. ,....... .. IF THIS DOCUMENT IS LESS T�- ilrIT11 111 III III IIl I I 111 L.Ili..l11 I I III III I 1�l Ill IIS 111 I f 111 ll1'11! 111 111 III III I I III 111 111 111 111 111 Ill 1 1 Tll l.11 ill 111 +Il III II111111111 Ilt VIII t ; LEGIBLE THAN THIS NOTATION, � ,__I_...__I -I - I 11� I 11 lel I X141 1 I� 1 I I� I _ I�_I s 1 1 1 ^ 1 j �oI I l i I I ih _a___ __ _� __�_____� q IT IS DUE 10 THE QUALITY O1•' THE ORIGIN kL DOCUMENT. - -- �---- --- __ �1�11 -- - - - No.9e �..��:.� _8Z 8Z LZ SISt111 1b Z 1111 Z LIG tr UO�Z 8 I I H t LI► �1< 19l ( 6 t 8 tl ! �It I ! t t I I 8 I r I ra �I I �� I' Z I T s"��n��IIII IIIIIIIIII!IIII IIII IIII IIII�IIII IIII�IIII Illllllll IIII�IIII IIII IIIII�,II IIII '11111111I IIII IIII I,!1IIII II I IIII IIII IIII IIII IIII IIII IIII�111'111111 IIII Illi lily".III IIIInItI IIII lnl ttnl".n tui uilluii ION SHINGLE ROOFING,, E�UILD',VGPAPIER/ COMPOSITION 5H!NFIW-s GLE ROO / - BUILDING PAPER; �y 1 '2: 055[ FAY 50WD, WITH 'A' SIDE 1/2" 'ACX' PLYWD- WITH 'A' SIL>E ExPosEc� .,T S��Irg/ 1 �, MANUF TRU55E r HT 24" OC EXPOSED AT SOFFITS/ GEORGE T. ROB ON 3 --- MANUF TRUSSES "T 24" O C _ -- ,1- FORTLA RE .�/. 520 ll /- GO1110OSI7ION SHINGi_E ROOFINGO TYPIC.aL G..�E3 �� I BOILDINCs PAPER 9 L.�_. Y: wLDOD LAP SIDING/ 'ACX' PLYWO. WITH 51DE T1 A' �/ 5,�ILDING P.�PER: ExPGSED T °JOPFiT5' % wGGD LAP S!D11dG/ MANUF. TRUSSES AT 24" O.G BUILDING 5/$" TY"PE 'X' G"p. SHTH.;' � I PAPER/ 5/8' TYPE 'X' GYP SHTH - - - - _ I (2) G-aBLE END TRU55E5 W% A ►::" 8P.>CING BETWEEN _�- I i 2! GABLE END TRUS8ES w/ �� r \ I I _� 1 1/2 ' 5F,4CING BETWEEN/ I /� "'PE 'X' G D Y P. B . -. 12" CLOT ►y0'.E5 IN SI-4TH. FOS'. VENTILATION R-38 INSULATION R-38 INSULATION �f 1 >/ R-38 IN5ULA: 710N, ------------ ---- -- "� TOP OF f'E , -�rr-�--�---- ----•-- -- TOP OF fE ARCHITECTSr * _ - -- - -- --- TOP OF �' - --- INCORPOR7AED ' (2) LAYERS 518" TYPE 'X' GYP. f3D. ' I \ I ._ __ _ :2) --.YERS 5/8 TYPE 'x' GY>a. BDA ' MAN:F. TRU55ES AT 24" 0,1C. w1ANLF. TRU55E5 •�T 24" D.G. ,JOOD TRIM - - -- - - - I - > WOOD TRII`, . - (2) LAY ERS 5 8'' TY RE --- --- --_____-_------------ 1 I 'X' GYP. OL;.. MANUF. TR L;55IE5 24" I 34 N.W. FWT AVENUE o C. I \ 1 Portland, Oregon 97209 VINE L WINDOuJS __. - _ _ - - :� AIP>� PINY I WINDOWS ---- - ------ - _ -- — - - AI®.2 i (503) 225-9095 aD b I m COMP051TION SHINGLE 1$3 I COMPOSITION SHINGLE ROOF I NG R-21 INSULA-ION B�'ILDING PA!�ER' ROOFI / R-21 IN`.�ULATION BUILDING PAPER/ R-21 INSULATION 1.,2, 'ACX 1-'L.YWD. WITH SIDE I _ - - 3/4" G�PCRETE/ EXPOSED AT 5OI=ITg/ 1 1,2 ' 'AGx' PLY WD. WITH 'A' SIDE 1 ` EXPOSED NT SOFFITS/ 5/8" TIG SI-+TH... .x4 s .ar 24" O.C. l ` 1 I-- 3/4 GYPCRETEi T - ------ ► - " r- T \ I 5/8'' TiG 5HTr~-/ x4 e .� 24" O.C. I 3/4 GYP ARE E% 2x10'e AT 16 f O.G. 2xl© s AT 16 � O.C. � 5/eTSG SHTH../ 2xi0's AT Ido" O.C. 3" SOUND INSULATION 3" SOUND INSULATION ��,�'/ 1 f TOP OF SuTH TOP OF SHTH. TOP OFR TOPOF IE m r ► TOP Cr- IE I -N 5,'8" TY'PE 'x' GYP. BD ' � 1/ .�2T" RESILIENT NT CH. NNEL I ` \- 58" rYPE X' rP. BD./ 3' SOUND INSULATION SU;_ TION 1/2 RESILiENT CHoNNELO.G. i r I AT ib ' O.G. 1 1 CONTINUOUS MTL � 1 ------ 5/8" TYPE 'X' Cs�'P- BD 5 CONTINUOUS "TL 1 1/2" RESILIENT CH4,4NNEL AT 16" OG. .9!4 f / GUTTERS AND X11 DOWNSPOUTS _ .__ _ '� 10.4 •-I � � � GUTTERS AND A — AIO� ! , R-25 �NsuLATION z 10.2 C T ___ ' ( :02 a O SLIDING GLASS DOOR r7 ► i - -- ,�,%- R-21 INSULATION r - r Cz R-25 INSULATION _._ -_..-__.....__------ c R-21 INSULATION O 0. (J - 3/4" GY PCRETE/ ( I 14 ` r� f 3/8 TAG r GACO DECKING' - 3/4" G}'P , ,4„ GY V CRETE/ � PCRETE W +� S�;THJ � � 5/8" TECs 5+-ITHt../8�� TAG.i 10? 2 � � -15/81"4G g1•;�H../" i � � AI®� 2x10'8 AT 16" O.C. 2xIO's o:T IE," O.C. - _ 2x10'e AT 16' O.G. \ 10.2 2rI0'3 AT 16" O.C. 0 10 T V d OP OF: SHTH � TOP OF SHTH. -- ------ � � _ � � ► � L/ TOP OF S+•1TN. .x10 WOOG RIM I i 2x!O WOOD TRIM r V1 OF TOP -- - --- fE A x 10 WOOD TR t M -- -- - - ---� TOP D� - i` TOP m by ,Erb WOOD LAP SIDING/ WOOD L-%R SIDING --1 _ - - -- -- -----_-_-- O BUI&-DING PAPER' �`. BUILDING PAPER,, 7 to "" 5/8" TYPE 'X' GYP 5+4`-, 5 6' TYPE 'x GYP m CV •�-� 2x6 s AI6 T " O.G — --- - - -- --- - --- 2x6'8 AT 16" D.G. ` O SEE STRUGTuFQ4L 3" SOUND INSULATION 5.e" ", *, - E 'X' GYP. BD./ i.�„ FZE51_IE'vT CHANNEL ,1T 16" O.C. ------� � ----- 5,8' YPE 'X' GYP. BD.;' WALT l IT �1 � 1 1,2" RESILIENT C"ANNEI. AT 16" O.G. SFC-M ► r - I VII`"rL WINDOWS 13 / 8' IyEE x 8 W DE m 13 8 PEEP x 8' WIDE:Im.2 �- J` --- TH rKENEG 5L `5 �, - � THICKENED SLAC -01 ' __- _ I revisions:A!®?EDGE JT GRrE DUURS, TYP EDGE . CAR-+r = DOORSTP 09/30/98 4" CONCRETE 6"415 WITH I 4" CONCRETE SLAB WITH G.:RAGE I'.oOR -- - I FIBERJ'1ESH REINFORCING/ GA1RA� E DOOR FI' G01-'ESH E Zr-"O WITS - _ _ - --�-- 3ER1'"E5H REiNFURCINCs% wooD LAP gIDIN;:,s/ � � IBERMESH REINFORCING 2 OF SANG: / 2" OF SAND 6 MIL. VGBUILDING PAPER, 2" OF SAND' POri BARRIER/ to MIL. i/•aPGR BARRIER/ BUILD Tv PE 'x' GYP. 5�4Tti COMPACTED GRANULAR FILL COMPACTED GRANULAR 6 1'1L- v.a!�c�R BARRIER/'RANULAR FILL - 2xro'� .a I6" O.G. I date: 05/9/913 DRI ✓EW.a`' "'OF S�.•+B J ;SRI�/EwAY I TCP OF SL,�B � r I � OP OF SL•.�B (,J,T EXTERIOR 1� '..'... .:, EGGS X _� ( T EXTERIOR i -- - --- ----- scale: 3/4" = V-0" _ EDGE GRACE - - - drawn: CRH R-15 RIGID INSULATION job ua: 9803 I � � l t r WALL SECTION z WALL SECTION3 WALL SECTION :3 4,1 1--c ' �A&21 6 * 2 MS 196-0214 to 96-0231 13456 SW Hawks 13eai-d v 31 of 106 IF THIS DOCUMFNI TP LT•,S¢ T�1�l�T lllllll I�IIII1 III+I ! I'I�IiI l+l�lll I' 1I1 'I 111�Ti1 I'lllll I+III I'l�lll�l lllllll I+IIII1 I�I +I I IIIIIII Illllli IIiI1�1 1�i11 1 11r11�� CJI Int !�II►�l I�I� I�I 1� l+l�l ! �I I I 1 II i I l o I �r I s 1 i �o 11 I 1, �21 .1�J RLR THAN THIS S NOTAT T ON, _ ___�- �---.-----�- -_______�_ _�.__.-�_._ _--.--�.�_-,� _--�� _�_.� ' __-_-� IT IS DUF 'i'(1 THF QUALITY OF Ixe.aeV[ l ( l r THF ORIGINAL DOCUMENT, -.__. —_._ _,_._ -�- _.- __- _-- - -.-_-- _-� -- - _ J KZ II 8$ II G1Z 9�Z 4TZ ��IT� 1h�Z �G I t�ti OZ 8T 1ST T INN 9I! 9� I JC1111-11 I >GtIBI99 �` T11111IT1111111jr , 'nAm�I►I �II� III� ��������� ��,� ���� ���� ►��� ,��� ��►� ���� ��'�ll►II I►I11I►�I��� ���� ��ti 1111 ,,�i Miii ��u ilii nI lilt II►� uli�llil i ii lii�li��i i►►! li�� li�il iiilJiillll►I� I��� IIIA �IIIIIIIIJIIIIIIII1I�W�I `1-• r. .1 f. y:�.�,p�i 167 aR�4 pal^1�,' COMPOSITION SHINGLE ROOFING/ �J /� -------------- BUILDING PAPER/ �"'•1 vi'� i I/2" OSi3 OR PLYWD. 5#4TH. (1/2" 'ACX' �Y PLYWD Wi 'H' SIDE EXPOSED AT SOF-ITS,)/ EORGE T. ROBISON MANUF. ?'Fd-;55E3 AT 24" U.C. //,-------- R-38 INSULATION J�PORTLANS 12Oy 2x4 a AT I,6" Or, � � U� 12 / Li 1 11 ! GOMP051TION SHINGLE ROOFING BU :-DING PAPER/ ' 1-2" 055 OR PLYWD. SHTH.i R-38 IN56L,MANuF. 'r� 55E° AT ?4" J.C. TION ,.1r r, ? TOP OF -- --- - `" _ ��,•• `��`` _-�,\'-_��i. BLY- ARCHITEcirs 1 \\ --WOOD LAP BIDING, INCORPORATED � '`� �•�� \� BUILDING PAPER' 5%8" TYPE 'X' G`r"P. 5HTH./ 1 - (2) GABLE END "i"eFS Wi A 1/2 t TO OF !E - XTP I - ' N' P8^,CIN�B -, - -- - _ ------- --- - - G P BD 71 1 / Y R , / --_ BEA►`►, BEE STRUC'TUR,+L 34 N.W. FUM AVENUE / Portland, Oregon 97209 .. L� E 5 5.8 TYPE � � R-21 INSULATION x �, P eG --- ' � (503) 225-9093 (2) LAYERS GY"P. 5HTH c T T. P RI(31"D iN5U6 ;TION ( - (2, LAYERS G` r- 5"'N-4- IBE"'! BLOCKING BE" 5EE S RUG T URAL Sir-IP50N uANGER Y ��. _-. WOOD TRIM i CAI WOOD L.=+P 51DING' i A10 BUILDING pAPEF/ 3;8'' TYPE 'x' GYP. 5HTH BE OND _ 2x6'5 AT 16" O.C. - --- DOOR PR4"E 5E"r0ND r I I b 1 t' I • i 2" CCNC. SLAB W/ F15ERMESH REINFORCING/ .- i BUILC INC PAPER// 3 8" ��— !j 2" LIGt4TWEIGi4T W!-iCRETE LI,"CX' F'L1'WD. WITI-► 'A' SIDE ;' FIBERMESH/ BUILDING PAPER; 5,'8" EXPOSED aT EXTERIOR/ - 2x8'6 �,T 14" O.C. - - ---- - ---- ------- - PLY6a1D., 2x8'6 AT 24 O.C_i ':'2' 1 1 REBIL! 3/4" GYPGRETE/ F_NT CHANNELS .T ib" Or.:' /2\�/ II 5/8" TtG PLYWD/ R-21 INSULATION -, /8" G'`'P. SHTH - _�-__---_ I / } I R-21 INSu,.,%TION .ABOVE UNIT -- 2x10'6AT Ib" O.G. 3" SOUND INSULATION A102 1/8" \ ti I/8" PER FT. MIN. SLOPE TOP OF s UD? 1/8" PER FT. MIN. SLOPE I of 0 TO 81-4TH. C7 'gj. o' TOP OF R j d 00 I A _ 3'' SOUND INSULATION 5/8" TYPE 'X GYP. BD./ \ E, - I,'2,' RESILIENT `"� ^�* p C,.•IANNELS 0" 16 ' O.G.-J ''-- - - - W a p„ 5,'8'' TYPE 'X' GYP. BD. - - - - -- 112 RESILIENT RIGID INSUL�:TION r w C: -=NNELS AT 16" O.C. /ERIFY WALL 3NE4TI4IN;:z WITH w '� ARCHITECTURAL WALL TAGS AND / CONSTRUCTION A55EMBLIES, AND / WITH THE STRUCTURAL SHEATHING Q p i 5C+-+EDuLE ON 51-4T. 53.1-v ►� 0 _ EDGE OF W-:,L,- BEYOND -------__- ___— - cn WOOD LAP SIDINCs/ / ! UNIT TYPE 1A. GILDING P�aPER/ i - --- 5/8" TYPE 'X GYP. SHTH,/ --- ---- -._----- --- 4" CONCRETE SLAB WITH 2xb'6 AT 16" C.G. — --------- 3 \ I i �" FIBERMESHRE(NFORC'ING,' A T 2 , OF S,ND SECTI ONS R-21 INSULATION \ I COMPACTED GRANULAR FILL — ---•- N / I VERIFY WALL SHEATHING Vv f N I -- —____ 4" CONCRETE SLAB WITH 4" CONCRETE SLAB.' 4u!7H ARCHITECTU';Z4L WALL N FIBEF,MESH '''REINFORCING/ COMP46CTED G'RJNUL_AR FILL T..:+,GS .SND CONSTRUCTION / 2" OF 5A:4NC' L.55E"'IBLIE5, .:6ND w ''N THE . N 6 MIL ✓-.4POR 54F%7RIER' / revisions: 51"RUGTUR4L SHEAVING I \ C-0"F=-+CTED GRANULAR FILL I - 5CHEDUi-E ON BHT- 53.1 / lib" PER FT. MIN. SLOPEI Z2 09/30/96 TOP OF SLAB - — -- -� -- - TOP OF SLAB _ -- - IPERIMETER date: 0!i/9/96 iN5UL4T10N R-15 RIGID PERIMETER scale: 3/4" = 1'-0" I NSUL ATI ON drawn: CRH job no: 9603 WALL SECTION AT ENTRY z WALLSECTION AT PATIO �.3 3/4" - I'-0" 603UJS-0-7 �t3 3,4'' 1'-01- 6�3W3-08 3• MST96-0214 to 96-0231 13456 SW Hawks Beard 32 of 106 � 4.7:"..�MS!�b4�'�d'. q,.,,.y�`�.�4"T+ _ .._ -, ....• y. .....,..wYR...��w,.. .. .._..,.._. �Y�h%ifd�1�A»N�..�M1rt....._......-....._.. wtl«.,.•'+rN_.. .,.._,......-...-.. - fTIIIIIIIIIIIIIIIIIIIIIIIIli1111111iI11111111111111111111111111T1111T1T T11111111 �J1111111111t ) IFTHTSDOCUMENTTSLISS � 11II III IIJ III Il IIII Il � � l � � I l � l � � � II � I II � � I I � � l � l l � � ITTJ 1 �I � � I � ' I1l � � � 1 I LEGTBLF THAN '1'HTs NOTATION, L_ ._.____.- -_1I__- - I _ II__-_ -I_.-- _ 6� I�!.L�_ I S _ -1—_"__ � �L—. I � J q IT J� DIJP 1'0 T1{F QUALITY OF 111��111-111IIII��IITHF )RTGTNPIUO(UMENT. 9QIIIII1111 11 6 L� � �IIIII�I1II �� Lt 91, 1IIIIIIIIII—II^��III-IIIIII 61�IIIIIII IIII►,�� J uii .�wrarru.� GOMPC�SItICxd S�+INGLE COMPOS'TIC.q�I SHNG SHINGLE RCO�"P / 2X4 OUTRIGGER ROOFING - :OMPOSi710N 8-ANGLE R�=INCs% ` BUILDING PAPER 5ull-DING PAPER BUILG'NCs f-'APER/ C OSB O ►°LYWD. 6HTH ' 1,'2" 055 OR Pi'r uiD SHT1-+ ' 1,2' OSB OR PLYWD. SHTH.: M,.',i�UF Tf�SSE:, AT 24" O G MJNuF TRU55E5 "T i4" 0(', MANUF.+TRUSSES AT 24" O.G. ---- ,\\ ��' C ORGE T. ROBISON ra PORT 0ORE s a r 25 j ' OF C11 , I T DR"FTSTOP: DRAF 5`OP: I 11" c•"sYP. Bp.i I I 1/2" GYP BD ' I STUDC7ED AND WEBBED STUDDED AND WEBBEL' TR, EES W, SUPPORTS At I ! TRUO rW 5UPPURT5 AT O.C. DRAFTStOP I b 6rUDF,)ED AND II i TBB RUc'6 LU/ 5UPPORAT 161' LRAR '- _ - - - --- ARCHITECTS INCORPORATED I R-38 INSULATION 24 N.W. FUM "VENUE R-38 INSULATION R-38 INSIJLJTION ---- Portland, Orugon 97209 I (509) 225-W96 TOP OF IE C2J L-aYER5 3/8" TYPE I X' GY-P, BD./ 2x4'e .47 I(o" O.G. v TOP OF IF TOP OF II? _ -_�__* — --- --- 5/8" 'YPE "X" GYP BD _ w 3" SOUND IN3ULAtIpNCn -- (2) LXY ERS 5'8" Ti FE (2) LaYERS 5/I' TYPE �1 'X' GYP. BD. r G"'P BG .' I GONTINUO--45 NAILER -----_ _-- 5/6'' TYPE 'x' GYM. 2x4a .aT Ib'' O.C. i I 2x4'6 JT 16" O.G. -- 50UNG INSULATION I 5/8' TYPE 'x GYP. BD..' S-8 TY PE 'x' G`r P. BD. -- - - - 2x4e ,�T 16 O.0 2x4'e .�T 16" O.0 - -- -- - - - -- - -- 11:1" AIRSPACE - - 5P'8" TYPE 'X' GYP. BDJ � 2X4'e 16�" O.G. 5'8" TYPE 'X' GYP. BD. - _-----_-- 5,'8 TYPE 'X' GyP. ®DJ 2x4'9 AT 16" D.G. eo I i1JAL� ASSEMBL` I"IN I WALL ASSEMBLY MIN. h STC 50 ---� STC 50 �— 3%4" GYPCRE'E/ 5/8" TTG 9�4TH; w Q O -FLOOR/GEILINCs FLOOR/CEILING —_� •�95EM1'SLY MIN 3TC 55 A2x10'9 AT 16" Or:. A65EM5i-Y MINSTC 55 / O i -9E"10LY MIN 8TS 55 UM PER GYPS I I i PER "iYP;3UM 3 SOUND INSULA"ONPER GYP5111-1 A550G�A ?ION GA FILE T tG SHTH •-550CIATiON G4, FI"E �.6e-(;IATION GA FILE 314" GYPGRETE/ / NO. FG510, j 3/4 G`'PGR.ETE% � i I NO FC510 i 5/8" T iG 5P+T NGS. G51©'1 5 B" ./ - - - TOP OF SHTN. a AT 16" O.G. - - -- 2x!0'6 AT !6" O,G. L-- -- , . , , . , AI' G� 3" SOUND INSULATION .( , , , . , r Z (y a 3" SOUND INSULATION r" TOP OF12Q' 9:4 O � w l� TOP OF SNTH. I TOP OF 64rT 4. i l r O r � � j TOP OF IQ w _.. ,.._ TOP CF '_ -� fI \ -- � ►4i U _ _ _ 5/8" TYFDE 'X' GYP. BD.! - _ - r 1;2" RESILIENT CHANNELS �\ "T 16 O-C. ny Ka. 5/8" TYPE 'X' GYP. BDJ �- 5/811 TYPE 'x' GYP- BD..' I I 3" 50UND IN5UL�+'ION rA i,'2" }�ESILIENt CHANNEL I.'2" RESIDENT CHANNEL - —! U) Q ,.aT !a;" O.G. -- 5/8 TYPE 'x' GYP BD V,L U� F+ O AT 16" O.C. I -- 3" BOUND IN5ULATION 5/8" TYPE 'X' GYP. BD.% --- 5'8 ' TYPE ',r' c"_sYP. E3Di - 2x4'9 AT 16" O.C.----- - I 2x4 a AT I(b" D.G. - - - -- -- i 2" ,iIRSP.aGE �I TYPE 'X' GYP. BD ----- 5/8 TYPE 'X' GYP. 8D1 TYPE X' GYP- 5G:' W`U 2x4'9 AT " O.C. 2x4'9 AT 16" O.C. SECTIONS __-- 1 1/2" AIRSPACE � I � i -- ;AC0USTIG.aL 5EaLANT, ?YP" , revisions: ;.r4 50LE PLATE 'W- POWDER / -- 4" GONG. SLAB W1 FIBERMESI-1 - ---- �RI /EN FASTENERS, 5EE "r-OU5TIGAL SEALANT, TYP. REINFORCING/ � STRUCTURAL 2" OF SAND/ _ �___--- 2x4 SOLE PL-:Tr W/ 2x4 SOLE PLATE W/ ; ro MIL v, "POR 5,4RRIER/ POW�cR DR v'EN POWDER DRI /EN COMPA-,C'TED GRANULAR FILL 4" CONT' SLAB W,' FIBERMESH F-J5TENERS AT I-4RTY - - 4° GONG. SLAB W% FIBERI"tES� Fs;STENERS AT PARTY ____..—_— --_-_-- --.______. _.___ ; I date: 05/9/98 REINI-ORCINIG/ WALL REINFORCING ' W^�1-�- 2' OF SAND% 2" OF SAND I I ro MIL ✓APOR BARRIER! 6 MIL v'4PGR BNRRIER, _ COMPACTED GR"aNULaR FILL i T TSP. TOP OF SD=+B scale: 3/4" = i+-0" I GOI"IPACTED GRANUL,, �Q FILL ,�COU6tIGAL SEALANT, tY1' AG'OUSTICJL SEaL.4N \� \' drawn Citl{ T job no: 9803 TOP Of- SLAB OP OF SLAB -------- I - - - - TOP OF SLAB P - SCE 3TRUC7uR.-"L '� P SEE STRUCTURAL, TYP, 1 6 4 PARTY WALL SECTION 3STEPPED ONE-HOUR PARTY WALL SECTION •INTERIOR BEARING WALL SECTION ONE-HOUR - 16m�Wg-12 �:4 3'4" _ i 4'' 6©3lUS-10 14 3/4" r I'-®° 6�9Wt3-13 AbA 3/4" r r-m" MSI96-0114 to 96-0231 13456 SW hawks Beard 33 of 106 IF THIS DOCUMENT IS LFSS i1"flllf lllllll IIIIIII VIII I IIIIIII I�III I ' I ! I �fil 111111 I�IIIII VIII I I� Illllllllll�l±l III III IIIIIII IIIIIII Illllliilll�l�lil�lll 1 1I1I1�11111 I�1 IIIIIIIIIIIIIIIIIIIIIIIIIIIl�I LEGIBLE THAN THIS NOTATION IT IS DUE TO THE QUALITY OF No.3e Q 9 THE ORIGINAL DOCUMENT. --- - -- --- ---- ----- -- - ----- ----- -- __ .__ _ _---- - - -- -- - ------ - ---- -- -- --- E 8Z 87. LZ 8L flZ bT r� �L i�Z OZ 6T11 B[ Lt 9T 1 9L T'T ET Zi It i 8 P. �L 19 ��9 91111111111111111111111111 �6 E Z F115 II'I Il� lI.. .... . IIIIIIIIIIIIIIIIIIIIIIIIIIIII i III'-�III���II11� 1�111 ����I����"�I�IIIII�II� II�II.III�IIII�II�,II�� �►����I��II�IIII�I��III� �IIIIiIIII II II IO. AIV AIO.I AIDZ COMP 5ti-41l ROOPING Ti GEOkG� T. ROM N _ - - ELEVATION NOTES • �' -- _ -- _ (V WOOD TRIM AT FRONT WINDOW • BEADS ONL`!', TYP. 3 1/2' WOOD ,f PORI UN -- - =— — _ - - - TRIM EL.SEWWERE 1 320 ' _ _ _ _ _ _ t (� «� - _- I .a SoaR� TYP DETAILg AND M.lTER.AL Gi�L.�Ol:TB A! T7PlC�.L �/� AT EXTERIOR ELE/ATIONS. CON GUTT ..�:p a. CONNECT GO�1Iv9POUT5 TO STORM DF2At�i SYS OL NbFO!.'Te, T EPR9 T 5%. PIPE :-ND �WIIPZ ►'"Er-- LetF 2x10 WOOD TRIM 150AARD, TY Or, �- _ - - ----- ---__--- - - _-ON �-- !�C.)RI' T.�L WUOD LAF 51G!NG �+--�•� 1 rl �i - �� % �, L__ i, 21 I _-- ---- _- _-- WOOD CORNER TRIM TYP ARC,RITECT" _ � _ __ INCORPORATES fi IFRONT ELL'44TION 34 N.W. FIRST AVENUE Portland, Ore`or. 97209 GAIV oAi 4 (503) 225-��095 I0. \\Alm - Im SIM. INSIDE CORNER rc�� 9�''vG�E ROOFING, TYFl 3 1%2" WOOD TRIM ..' SIDE -- - - 2x$ WOOD Ill 50:.RD, TYP. -- -- -- r� 0 WOOC CORNER 'RIM, Tl p _. 2x10 w0OD TFdh" 50., T�-P I p� G I iLu _l CCII T. "TL. 66 rERS ANC I I O all DOu�vsp PUTS, TYP � I I j BTL. PIPE AND WARE ME9,.� I R.-U�INs, TYP. \ c III Z I fel L � h I T NORI�ON�4L WOOD LAP SIDING, Itl TYP. I I r"_• Qi II L � ' .EFT SIDE ELE ,/4T►ON RIGHT 51DE Ei EV4I ION z 9 AID 1 10 ID AW.1 Ill 5Nlrr�s�E ROOFin,G *�P � ^ •� �,� � >Ji IF 2x8 1 R.:!<E 15C"Il p, "Till - - = - — o Q - - --- � - =-- - --- - _ D R a 'QF AR u100 _ - DOW OR E�"�EKI - -- y / -- ---- CON,. "ITL. Gu7TFR5 .:�>✓ ELEVATIONS• DOWN5POuT9. • BUILDING P , U 2xIra WOOD TRI►lt ®OARD, TYP. r ev1910I19: 9TL. PPI: AND WIRE MESH RAIL1146, TYP -- --- LL CA) J)�I a--^� � �-� U I �✓ _ .�.�I _ _ __ _ __-.--_ T 5 - � / � A 1 1 - HORIZONTAL WOOD LAP SID, tea, I®3 I � �Y1� 44 I l - WOOD coRNER rRl!"t r.►�. ! . date: 0$/9/9Q RE�R E L.E`✓A T I ON 1 2 3 1 S 4scale: INSIDE drawn: CRH CORNER fob no: 9603 BUILDING P 7 ,ol4 MS'1''96-0114 to'16-0231 13456 SW Hawks Beard .Y. 34 of 106 All 410W p r 7 h THIS DOCUMENT IS LESS � I1 I I ' III III I I 1 ! I III ; i l III I�l ' I I I ? I T -TTq-911 1 1 I I I l T l T I I 1 1 1 1 Jill 1 1 1 1 1 1 1 1 1 1 1 1 I T�1 1111-1-11 1 T T 1 111 'N°r""""`" ���`"" I1 I � 1111 � 114 � I � � � 1 � 11 � � III � II � III � I � t � 11Ti11 , I � illll I � Illi � LEGIBLE THAN THIS NOTATION, --- — 1 ---i _.____._ �- _ _-- --_� 8b _____ _ _�_ -__ __�_._ _ ___l___ IT 1S DUF. TO THE QUALITY OF 136 THE ORIGINAL DOCUMENT. --- -..-- - --- ---__T _ -- ..__. _-_-__ ____ Jli ZSLLtZOTZ ti 'll 8TT /.t9 �t ! 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FIRST AVENUE FRUNT E�, ✓,:�T I O�� Portland, Oregon 27202 (503) 225-9095 1 Cc iL � I Act x = lI 9 a -- - - - - - - - - - - - - - - - - - - - C4 t LEFT SIDE ELE\/ATIDN RIC;; -4T SIDE ELEVATION z a OKI � En --- __ EXTERIOR ELEVATIONS: _ NGS BUILD F- A - - - -- - - ,� 0 /896 job rt,a: 9'303 BUILDINGS A /T BUILDING T REVERSED n 7 * 2 r MS'I y6-0214 to 96-0231 ' c� 13456 SW Hawks Beard 35 of 106 �e .a'. . . - is YR'""y' 1dV! e'. -7717 4.saitiA4^� ++P',11fi!"s .,.. - .. -.�.:.. an..— _ -, i-R4 - ,•lX'"vC+1 ..a.. r:..lYMr_.x;;: D '".""raw^.tinMO!�';Y a w �w:.a ._...�. 1 1. ' ..,.........,...._.-..,..sem-.«....�.. '.. rwrw: ...... W.l•.��..i'..' IF THIS DOCUMENT IS LESS CI II III 111 III 111 I I III III .11 I I Ili III 11T T�T III IIT 111 i 1 iIl 111111 III III IIIIIII I VIII III III III 111 111 l�l�l 1 T1f IIT 1�1 1 1 III ,II ' :IIIIII III III III 1 I LEGIBLE THAN THIS NOTATION, — �_�___�_-- �- ��___�`�_ ��–`_ I R IS 1 T. I �._—_�___ �__ IT T. DUE TO THE QUA ,T OF =–T -- --- – THE ORIGINAL DOCUMENT, Vo.ae T1911 BIIZ 87, tz�l B6L S L T��L 18t 9t LT 91 9t I ibl �1111111191 ��L �fs ; ,� ; L 9 ��I 11-1 iIIilllll IIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII Ili(IIIIIIIIIIIIIII IIIIIIIII IIII IIII IIli�llll IIIIIttII ttIIttttt Iltt�ttlllllll�itullllllilliI III,,. I full,,JmJm, t�lll 110 11 IIIIIInt titi�uil( - - - - ELEVATION NOTES DET»IL5 : G+N1'!ATElRlALL 1 C ; OUT6 Arm TYPlGAL OF CA) . _-_ - - AT EIOR EiE i/ATIONS 5EE 9FIEET All 2 .3 CONNECT DOUPOPl7" TO 6TC4W DRAIN bY3TEM. �1 / I t L. - _ ARC 'TECTE `M - -- M - .-\--M-/- - --� m INCORPORATED, Lj FRONT ELE\VA-�T I ON 34 N.W. FIR3T AVENUE Portland, Oregon 97209 (503) 225--9095 1 F9--I E� I —7, 01 //�; 1 yI�y' r `-- Ib" X 24" MIN. ACCE85 !4ATCW b+� z 4 LEFT SIDE ELE ,/4TION RIC;HT ELE /r. TION C0 E-4 - + - - - EXTERIOR - - _ - BUILDIGS CIF -----�--- --- --' revisions: 08/21/90 01 I it �I I --- -- date: 06/9/98 _.�. �_'.:.' _: ....._ .:... - .. ._ ... scale: t/$„ drawn: clRH L - -- - job no: 9803 RE <= ~GEORGE f. ROBl N n ELEVATION NOTES --- - - - - 520 , I.) DET.41L.54ND MATERAL CAA_""T5 4RE TYPIC;A - _-_ AT EXTERIOR ELEVATIONS 5EE Si4EEI' GOtiNECT ^OI1"POl+-S Srr DIF:,'v EY5T=" LE — I - ► = `� ARC HITECTSG /"21 2 INCORPORATED 1 1- _-- �! N.W. FIRST AVENUE N U 34 N 11 E � L 7_ Portland, Oregon 97209 r�CN7 E`E /-1471ON (503) 225--9095 .........1I---- Cq i 7F-T�- x I 121 21 -F 21 ' 1 21 21 b��l _ _- __. —I - -.. L - - __ - -i _ -- -- _. 1 _ LEF—T SIDE ELE`✓4TlON RIGHT 51DE ELE \/o4�'!ON L) H � to x � w o EXTERIOR ELEVATIONS: _ - - ----- -- •--- - - - - BUILD I G - _ U vision — — — i p I CA) �1 L#� t I ' U ^I date: 05/9/96 I scale: Idrawn: CRH REAR ELE ✓4TION _ job no: 9E30H BUILDING B A'1.4 7 * 4 {. ' r MST96-0214 to 96-0231 13456 SW Hawks Beard 37 of 106 +r«.ew m.,. 'Pt'S!RA"W�!�MbMS "14M•?. 7 .W' - .,� . ..�r ht ..,_...,�...,,.,,..w._ .. _.-.... .--- .,.......•�...wMrs "*4�.....w.a,...a...... r,. aw M+a�+:..r...._ .. _ .._ _ my -, � ,.,w�.ar+n�';ItlFMNfiMN'"t'm �1�d1AR e:M�1r.w � fi _ �� ,. � .. ... •. f IF THIS DOCUMENT IS LESS I I I I I I I ! I I I I I I 11111 I III1i11I11T1T11 lhlITT 111111111111 1111111 IIIALI IIIIIIII111Jill 11111pillf11 T T1T11111111 tll IIIIIIIIIIIIIII IIIIIIIIIII]�) LEGI BLF THAN THIS NOTATION, 1 I I II 4 ! _I _6 ( 7 $ II � ,___Ih � 1 1 11. _1? ____l__`__ _ �� __1-_ �__ _l_ Q IT IS DUE TO THE QUALITY OF No.Oo �.,.r�r-• THE ORIGINAL DOCUMENT. _._ _-- —_ _.. -- -- _ �oF 18Z 8Z L�Z OZ �Z bT- I�Z�Z 8t 8T Lt 9T 1S'1111171 I f'i I Eli I ZT II tt 1, t� I I �g I L I 9 � I ��I i III IIIIIIIIIIIIIIIII�IIIIIIIII�Iilllllll�ll�l IIII�IIIIIIIII�IIIII III�IiII IIII�IIIIIIIII�IIIIIIIII�IIII Ii1!I1 IIII�II11 IIII�IIII IIII�IIIIIIIII IIII IIII IIII IIII IIII IIII IIII III IIII Iliil�lll III! IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IlllliJll G ORGE T. ROBISON ELEVATION NOTES JLAN ORE IJ DETAILS AN:,i MATER"L GL+L..L0UT6 ARE TYPIGAL ' OF AT EXTERIOR FLEV,,:TIONS. SEE 6HEET .41.1 i.) CONNECT D04jN5f=0UTS TO STOW DRAIN SYSTEM. is OCCURS4.T — BUILDING H ONLY. j SEE BU;LDINri "L"NS. O O , � - _ _ I _ — I _ IL � INCORPORATED.21 �� - 21 I ---- 1 ?1 .- . y - - - - _ _ - _ _ _ _ __ - _ -- - - --_ - -- - - _ ._ _ __ _ - -- --. _ _ - _ __ - - -- _ _ __ _ - _ _ - _- - _ _ __ _. _ _ _ -- -- - __ _ _ _ _ ._ _- -• -- -- _- - - -. _.._ -- -- -- - - - C - - = .�" -. - - - - - -- -_. ._. - - - -- - _ __ _ -- __ _-_ _ _ _ __ _ _ -- - - - -- -- - -- _ _ 'T __ _. _ _. _ _ - - - - - - _. ..- - - - - -- - -- --- - __ .-- _ - - --- - -- - - - -- - - - -. -- -- -�- - - -- - - -- -- - __ _ L1 34 N. I. FIRST ASB �•, FRONT ELEVATION Portland, Or"m 97209 (503) 225-9095 cb 218 _ -- _ 21 M_. 7 \— — -----Ll -- O - - -- �- — - — - -- - -- - - - -1 - - - T__ !� - j 1 I c� z Y BUILDING H ONLY. SEE BUILDING PLANS.ELEV,4TIOV �I� - 51DE ELE ✓4 rIO � L--t8'- X 24" MIN. AC•CE85 HATCH � -lit cb � � o � cn - - - MERIOR ti - - VAONS y BUILDINGS E/H revisions: lir OA _ - Z-1 - . low-koft—W _ - - — GARAGE OCCURS AT BUILDING H ONLY. 0j cute: 05/9/96 3A5 SEE BUILDING PLANS. . - 1- L- -- _._ - `. _ ._ kale: _ drawn: CRH job no: 9803 -1 -- 4 - L :_ �IL � = � 1: � w -- c ,C:� — \ I L I 1 _I� —CE�ER\N IWALL t,-f= qT �E E l_ E ✓4T Ori BUILDINGS E/H + 7 * 5 MS"1.96-0214 to 96-0231 13456 SW €-lawks Beard 38 of 106 ay+w.f•q: ._ •. :.,•;�. - ..•,.„„ •... _ ,.,,,.:. ,. a.,._.s , .,q ,:,w,�:, r 'ter .Y.MrM,,.�.�u� "MifM1�MMIMMri'`3NI7NI�lN'@l %!!�'R1"i'14 �111'h!vd1W".wK7,3( 1. - ,��pls:• 'dfl. i?.w.'S ".T".-a' - rC ,-.. - ,.... . Wow IF rr�rry. �nr++rhw,• p✓ .wMN�e, eiANrw+u�wo...�.,.._.__,.....►,.rvr�r�a�.-.,. .. .. -. e•M+�q._ .4>'�4ty IF THIS DOCUMENT IS LESS r�f(11lllllllll 111I111I111I1 I IIIIIIII111�1 I IIIIIIIIIJI(111 111I111I111I1 II111111111111111 111IIIII111I ! I IIIIIIII111I111 11!I#Illl�lll I i�rll�ll ;1111 111I111I1111111 III Jill 11111-ILIJI LEGIBLE THAN THIS NOTATION, 11__ _____ L__ 1 4�_._ _.�J_ I II _� _ _ S_�_ II I _I 10 _ 11, (� IT IS. DUE TO THE QUALITY OF — ^^ THE ORIGINAL DOCUMENT. — —.---- ---- -- — -- — - _W, ___ — _-- -- No.Oe �•—�_.,��--' F 88 8888 c�IL 9>� �iI I IT I 1 I �� L I 9 I Tlil, I Kim 'Till TTI, ueIII�IIll IIIIIIII IIII IIUII s dCz�,t' KI TCNEN OE5 NOT EXTE1v0 BLDG- N. T1-+15 GONDIT14fV -` (y — _ - -- - ON BLDG � - _ GET RG81 �?EOR S C91) C it! e �D� C°� I C°� = - - —— - ----- -- -- -- �� `-`-- y_� 5201 4. 1- - c• =,i KITCHEN DOES NOTIt , OF @I (ED Off I' 1 I EX END .a 5"DG. N. SEE BUILDING ` �/ PL NS I I - Y -�F F I• I72 i .-ANDiNG aT BLDG. N � ONLY. - -- - - - i 11 C)1111 21 --_—� 211, 21 All1 KIWI -4 ,� - . ,� ARCHITECTS NT ELE\✓,4T1ON ,-:►T BDCi5. D T/N, O RIC; 51�,-E EL Eve T ION INCORPORATED 34 I.W. FIRST AVENUE Portland, Oregon 97209 - - 225 9095 (503) ' 7G) � �CA) SCO - - - _.......,��,�, �_....-�.:.. JJ Ju L -AL Ll Ei' - -_ -- - -- -- - _ - - - - - J- - T 1 T - T� -L E �;�<' �E ✓�T !ON �:, ` \ �DCzs. D./Nio LEST 51DE ELE ,/r: '_ION 4T IDN, �e, 0 -- - -- - - — -- __�__ ----- - NO �°� i - --- S44EN DOES NOT EXTEND aT BLDG Q_ C)IL A, _ FN— _ti � KI�Eh DUF..g NO'``J �-� G ( 1 I _� { EXTEND 4T BLDG- R A rO� F SEE BUILDING �•J 0 Ksl MIN PLANS. - - i -� - ! L .. .. _ . I t. (� as 1 I { __._2T\1 _ -- 221 21 L7 Ell — - SON 7:1 _ _ r � C�2 SDE ELEV4TION ,4T 5LD6;;. FRONT ELE'✓,47I0N ,4T BLDG. F EXTERIOR ELEVATIONS: BUILDINGS — - revisions: — _ date: 05/9/96 0i CA� �I I I�C°� _ - -- -- -_ --=- scale: 1/18" - 1�•,,,B„ k&.Igirlilow him drawn: CRH job uo- Y603 21 FJ l_E F-,.. 6 I D E El E'/ -, i I ON .-:,�" EL_�!��. Cx- !� BUILDINGS D/N/C�/R � � 0 A1.6 • MST96-0214 to 96-0231 13456 SW Hawks Beard 39 of 106 �M'�'wlMa�m, �e.v+*ay�� rN�",�wh,ct*i.�. r�•ta , , IF THIS DOCUMENT IS LESS. TTgIIIIIIIIIII IIIIIIIIIIIII I IIIIIIIIII1�1 IIIIIII1111PIT I�rlllTltllll I I�1jlIIllllllll IIIIIIIIIII � II-111111IIIIIII111IIllll�lll�llllTlill�Tll�lll I I IIII !Illlllllll IIIIIIIIIII I�I I LEGIBLE THAN THIS NOTATION, L ___ ___� __.___..___.__'l_____ -_— _ II- III JII` 6 _ T _ $I II ILII I�___� 11 �r'jJ IT IS DUE TO THE QUALITY OF 1— THE ORIGINAL DOCUMENT. � No. �'�� 9 �o£-... 8Z�9TL- t__�qZ Z 1bZ SL G TL VZ8T di GT 9t 9T b [ £T Zt tt t 8 8 ! �L 9 9 f S 1LTill u�I IIII�IIII Illl��l�lllll���ll�ll���i�l ��l��lll �llll�lll�lll�lll►�lilllllllllllll IIII�IIIIII�I�I���IIII!I�II!I I!IIIIIIIIIII��IIIII!1!IIIIII 1111111/1 111I�! ��I�I�!�11�1�11�1!II!�!�II!! IIIIIIIII IIII�IIII I�II�II �I� IIIIIIIIIII 111111 , GEOR' E I �GGl N 00 �r _ _ —_ OF �. F II II I II II 1:. F_ r.t l r: - _ -- _ _- — f-- - G I I 21 ( I II _ _ \ I �i���-�T 51,'--,,E E� `fATION ARCHITECTS � t';CN+ ELEVATIOND T INCO�. ORA . ED AVENUE �= -• -_ _- - == - - -_ - - = --_ _ 1 or nd. Orregon 209 --__._ ----•tet--- - � �-_ - - - - � 503 225-9095 7-1 �� �I C°.— I I`CA � i' � I, C°` � ( ��� ► II O �� � I C� I �I � �� i (�GI i cnI I I� OA � i_ 11 1 It A I 1 7 L_ -- t - -- E ' �1�' 4TI C'v LES"" SID ELEI/4TION _ K7� BUILDING G a o : ELEVATION NOTES � z IJ DETAILS AND AT EXTERIOR ELEVATIONS. 5EE S«-INET -- - — - 2.) CONVECT DOUNSPOUTS TC 9T0m�' :.R.wN 5STE^' Q 04 e cq I I_ _ .-- dIA 212 � M - �R ET'ERIOR ELEVATIONS: Rilr+E-'�T v �D� cLE '��� BUILDINGS I` IC�N RONT ELE'✓ATICN G AND J/S - ti _ - - — _ is e 05/9/96 scale: 8„OA t� 0« I l drawn- CRH ' I I , it�b no: 9603 — I� = f- --_- � � 0 � I 'I U I I ; �% � I_ I �r=. --—. --1 I c I I i •,� `''� i cd 'RE,4R ELS / ' T 'ON LEFT SIDE ELE- /.I -TION I r c BUILDINGS J/S 7e7 MST96-0214 to 96-0231 • r }; 13456 ',W Hawks Beard 40 of 106 , » ..-....a+.r....cw.u/M.,w_..r.r...rrrr..__.- .._......_-..__.....____..L_ _...._....._.-_�. ._ .... _._.�.-_._._.._,..r. __. -.,....._-_.._--_ ---.. -. __ ...- _ _ ..�_ -_ .- -.o... .. .. � • .- Y ...._. _. .. .• .. 4F�4` �'l.:l.�.�� ..yl..... ..... �a1:!!:'' _ _. •' y,1 w t t �ti1 n IF THIS DCCUMEI`!T I^ LFS� 11f1111 II1! 111 III II111111! III I I IiI III 111 11 1m fl 111 Ilf T11 III 111 III III 1111111 I I III III 11111 1 111 TI1 11f 1 i TIr1�1�Tljf tll III Ill Illllll III III Ill I I LEGIBLE THAI`, THIS NOTA'I'10N, 11 I I I ` I I I 4 I I � I 16, I I ��JI - �_�1_ _�_ �__Z _ ___ . _ -_I__ ___� J IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT, — No.�e I •��"-^ q j -- I £ 8Z 87, L� T111,111�11 ,b� 8IL G TZ OZ 6t 8i ! LT SII 14T Iidt l £t 11GT l Tt I t l �8 8 1 L IL�9 I h (IIII IIIIIIIIIIIIII Illllililllllllllll IIII IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I III, IIII IIII IIII IIIIIIIII IIII IIII�IIII IIII Illlllllullll Ilil III! IIII IIII Illl llil ll:l IIIIINII t�D.0 . Y GEORGE T. RO81 ONS, ---- '� ELEVATION NOTES FOR r+o, LGON -- -_=-�- ._ -- 2520 ' �Er:a'LB ANC) ►t.�TER►.lL cALLaYTs :.RE rYPIC.4L 0 v� _ - T 7 GOrvhECT DUU.JVf�►'Ch� 5 TL) S.URM DF,ra1N 8Y"3�. _ _ - L ° I - � o Ifo CE> l _ asFwe,ry .fir. >. (pJ <� �� l I ___'_ -__— —.—•_ _'--_ —.-�..._—..-.: „'•--_-- ..--- It' tit tt t t• � t F __- .�- ----�- -- - -- -- ARCHITECTS _ l --_-.-- _ _ C RATE) _ - - - - - IN �Rp� _ - - -•--M- I ZI— ._ 34 N.W. FIftS'I' AVENUE Portland, Oregon 97209 (503) 225-9095 x F :NT ELE`/,4TiON L I i N - -_ ._ _ _ _ - - _ __ _ _ - _ _ _ _ _ _ _ I_ _ - - _ _ _ - _ _ - __ _ _ _ _ - - _ 0 C4 z 0 a LEFT SIDE ELE ✓- TION RIC-c 47 SIDE ELEV4TION w U U1 H0mc EXTERIOR - - - - - - - - - - - - --- ---_- - -- - - - - _- -_ ELE"'VATIONS:r IIUILDING K I oil of ! . i 1 _ i , _ H - _ 01 ob 0i) TIL seale: 1 Lill _J r drawn: CRH L_. - _ _- - -- r jots no: 9603 REAR ELF'/"TION BUILDING K 7 ,o8 MST96-0214 to 96-0231 13456 SW Hawks Beard 41 of 106 Y 4 �ti a ?AM.'7WRYY)"d!AMMF!ry -..... +W+NINKY",w.mrl+maa�t �...wWwnmcsilt�. s.rae-aw...,.... .._.-1..•w. ,,.....,,,, .., .w.+...,.w......,a�.t�•,rou.WYskw.r,.n..._a�,r. o.,_.,_- ....�_..�...._.. .,.» .,._._,...,..._.........,.. ...... .. ,. b..,...r+..von.>„ �, w.r�t .. ... .. y, . . - _.._.. :,,�,f..,,�e�a•; yr+glyMrnaur.�..,..n.�sve ae.�:..�. �-.,., ao�. lNIL� i f�+I�M1Alb'.°�.?�'�I!�r. 1 I('I I I I 'I-I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f f rl T l l I T 1 1 1 I I III I l i l ( l l l l l l l l i l l l I T 1 1!1 1 T T i T 11 1 1I1 1 1 Ilil) :�I I I I I I I I I l l IF THIS DOCUMENTS IS LESS ( I I I I1 i I I I �j . I I I I I l I I I I 1 1 14 �1 1 � r I i 1 1 l i I I I I I I �jI I I I A 11 11 l , 111110 I I ( i ISI I I i I I �� ► t LEGIBLE THAN THIS NOTATION, I 1�_ __._____.-- - ---__ --�_---T� -6 IT IS DUE TO THE QUALITY OF --- -- ���r -- �C{ �,�s f �U/ l ?7"07 THE ORIGINAL DOCUMENT, rio.,e E 8L 88 + LL SZ ti-I fiZShill-11-11tig,11-1 t�ZOZ 8i 9TLi9i 4i fit ET ST it i 8 8 9 9 fi� �S F111111111 , 1I�1I1�IIIII����i !I��IiIII►IIID IIII�IIII�IIIIIiIII IIII�II�I ►������III��II��IIII����II��IIII�����ll11111l11l1ll�l����� T��f��l� IIIIiIIIIIIIII1IIII'!III1III ����(li��(I JI��IIi��IIT�I�i��IIII�Ii�� I ilii II Iil►i rr�.r GEORGE T. ROBISON h ELEVATION NOTES ' �j POk f 2520 U ON 1.) GETAi�9 AND ^"�:.ERIA� C:1_LOJt TS .RE ' y101C: ; EXTER OR E-E�" ON5 SEE 5#4EET _ _ _ - -- - �) (n� - - - _ - _ - - 2 ! CJN►`tEr' C.OIJvSPO'u"5 'J 5T:�Rf^ I-R.,14 SY5'*EM — I - I I � - I t - I ARCHITECTS INCORPORATED I ! 'T 1 34 N.W.N 1► FI AVENUE Portland, Oregon 97209 ;=RON� E L.E',/-.aT I ON (503) 225-9095 0 111 \; 0 L E FT SIDE ELE /4TION RIG: 4T SIDE ELEVATION cc FZ7 __ _ ELEVATION • �� BUILDING►r _- L revi9tnus: mild - - -- - - -- J11 N date: 05/9/96 scale: 1/#3" CRH job no: 9803 FRE4R EL E` ,4TION BUILDING L _ X47.9 - 7 ,o9 MS'1'96-0214 to 96-0231 13456 SW Hawks Beard 42 of 106 -7ifs+.wp_s�E.nnRe�•-»m.inr: -r:••,••rf:•• •.,. ,.ae-�.:«rcr,... .A•.1N`RMI+!�IMM;v11�IG€.•x:rykhMeh"ilkaiwa•w.n.<�ap -":'i�h. � �.` :M-,¢w�rr�ntr►HYttlOI�.,.r,:> :.«...:. . .._..__ .. ,...- _ :,c •.'.,... '.. IF THIS DOCUMENT IS LESS TiTfllillllllll 1111111(11111 I Ill�lllllliji I illllll 111)TIT (llffli(i1111`i il1llli 1111111 IIIIIII IIIAII III III 11111!1 Illjlll 11111 1111T1T11 IltIIII 1111111 lllill! 11111!1 III 1 I --- 1�--- II— � ll �I II_T!-_I i _ 1 7 8 II III I I 10 LEGI3LE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF -- ---;I -- -I__ -1__. -77z�� THE ORIGINAL DOCUMENT. -_�__ _ _ - — Nose c�Ts oc ec L11� 9cI : rc s c tc oc st et ct at I;aY ibt et ct >�» t �8 �IUI�INI�IIII�IIll�illl IIII�illllllll�llll Iilllllll IIII�IiII IIII�IIII Illi�llli Illi�llli � � �. � I II II I I i II I Ilillilil illl[Illi lliilllll IIII�IIII illl�llll III �IIII IIIIIIII�illl IIII�IIII IIII�IIII�IIIIIIIII�IIII IIIIIIIII IIIIIIIII Illllittt itll�llu�utllttll II 11111.11 Itt��l!�I II Illu� r WSW _ --_- `�,,` ELEVATION MOTES - - `'�� PORT LA , OREGON 1520 ' �lO� ,.�I� M-G TERI A-L CAL,-OUT5 ARS TYPICAL �4 i) GET 5 AND __�___- _ f.•- •` AT ExTEK1OR ELE✓AT,ON5 SEE SHEET Al 2 ) CONNECT DOUlVBF'OuT5 TO 5TOR••� DRalry 5Y5TEM. 414L �F - _ -- _- �. - - . I� t ARCHITECTS INCORPORATED - - - - - - - - - - - - Iu FRONT ELEVATION RICzNT S'DE ELE',44TION oortlland, OW. regon 97209 97209E L (5.13) 225-9095 --ter-=- _— -- --- -- _-= -- - — - -- - IN t t RIE ' R ELE'/TION LEFT 511DE ELE`/,4T!ON '� z BUILDING M 2>:8 FasCla, TYP. z A 1Alcm3 / — ., a' rm A mZ ----._ —�_ 4 NORIZONTaL Lam 51r':'I!�1G __ COMP. S�+INC,LE ROc>Fir.ICs r7 F' 3 I;)" WOOD TRIM - _ _._ - — ---- - -- 2r8 U BO -1 - - - - - _ — - — _ - - _ GON7. *�' GUTTEFZS AND G'OURvSPOu''S. YTF. ��,1 8" +�ORI�ONTAL WOOD LAP SIDING, TY}�. _ —H)) o H H rA H H - ' - — WOOD CORNER TRI`•1 TYP I 00 II � '� ►� I I! 22 . I-114x4 WOOD TRIM II ( ► �,..y ��` w 1�0 --Jl__ __ MDO L rU1DOD --- � � V L � � t� � G� .� l I ------ Ix2 BATYENS EXTERIOR WOOD 5 �d� 4 5 TRELLIS � 3 ELEVATIONS: 1213 IQ13/ AImZ AImZ AI®Z AImZ R I��T CJ I D E ELE `/�T I ON BUILDING M ELE /��" 10N AND CLUBHOUSE revisiona: 08/21/96 o - - - -- -_ - - - -- - — = date: 05/9/96 _ a _. r � cale• -- I drawn: CRH job no: 9603 IN WOOD TRELLIS GK. ELEVATION Li Ft SIDE ELE'44TION r CLUBHOUSE ELEVATIONS7 * 10 -- . 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III � � I III III Id I III IIIIIIIII I� IIII illlllllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIII�IIII�IIIIIIII IIIIIIIIIIIIIIIIIII IIII Ilillllllll�ll�llllll IIIIItiII � � I I I I�III��III �, I I I�IIII�III Illll�lllilllll�llll IIII�IIII IIII►I►I ► III IIIIIII�IIIIIIIII�IIIIIII IIII IIII�iIIII III�II 1'-0" "-3' ✓, 2'-6 f �'-3'' _ w.',TER RES. 'X YEORGE L*1N - C�YP. ®D. JL SCR "ND _ GMT rIX?URESOFFIT, TYta. � ._, ----� -- -_ -_-_ - f ---_�� I---------- CE E.4, IF 0 i4" Fe rtJ2520 / - I ADJUS-TABLE I - I I I 81-+EL'�ES, I I ELCGKING / ! P-".aM COUNTER. , 6©" x 36 OF TY P. --- ---�— - — i T + ERE-IlD BCS=.RC I TuBiSNOWEK EDGE "ND MICR i R�NGE - OVEN 1L i i ENGLOSUI�E11 ---_ _J «•OGD �� / i B.:>GK5PLA5�, � rP-L" I TOP, EDGE -+ND I e.--,GK5F_asN - --- - - - _ r-: aec I -_ SUSAN D Wh — I L245 �DWR ! _&D I � I RANGE ---.— w©c� S _ --_ -- - -- - - I RUBBER I v 1 ! _ e�SE T, P. - — _ 5'-0"_vANITY 2 -©" I' 2' 2'-3" II_ _ - ARCHITECTS . .,�' INCORPORATED UNIT TYPES 114 214 2B 2C 3A BATH ELEVATIONS UNIT TYPE 2A K11TCHEN ELEVATIONS � _ e - ' _ LOWER LEVE L a1.:,?ER REB. SEE 844T A103 FOR '.,4 N.W. FIRST AVENUE • _, G`p UB'Su•:JWER ENCLOSURE '� . -b -3 ✓' _ ___ ___ - �_- TYP _ _�___ _ I GON5T. .:ND BL OCKING - I . nr(3) 2259095 20� - I I 1 A i < 5 SCR 4ND 15D b - ,I BLOCKING - / v � TORE o ='�=---: -. _ CENTER Ta 2 TOWEL __ -_ J _. -- OVER "DJUB BLE ITN M -ER RES. SWELL✓E5. % �. I ��I r9AR W ( 42" x 36" �cROR BLOCKING q ? .4 fi -`� - - - I I UB/sNo1R _ -- -.� _ _ I11►, - - - t G'r p. BD i �, \ �° � _ � < ENCLOSURE M I RKZOR MOOD �� I y �1 _ � — 'ARE°D \ -- -� 13 01 - , _-__'___ rt %� n•p.aRD `� �P 10.4 OPEN I COUNTER, L WR - --- r-_ r TPF n RAR C;,JR L � I �-'- EDGE. AND E�GE �.N p ,:�M TOP I BACKSPL L.Sr-+ - _ - B..GKSF'L aS+l l � - IGARBAGE I � •� LAZY SUS AN I D.W. i -- WOOD 5ASE^ Typ. C —� L -*- - - -- �F-- IS a KITCHEN ELEVATIONS UNIT TYPES 1A, 2A9 28, 2C , 314K�4 BATH ELEVATIONS UNIT TYPE 214 o ,a,�,-, ►� -� C\1 UPPER LEVEL END UNITS ONLY r SEE SNT. 14103 POR --- - O 3'-©" 3'-0" i'-b" ".3" 2'-fo" I'-9" I TUBiPi+�OWER ENGLO5URE u;_TER RES iO O �. __.-___._fie_. _._ -�_..�e.__._. f c� I CONST. AND BLOCKING GYM e� w Lj 50 17, TYP--- I 5CR AND IGHT � � BLOrKING FIXTUF2E - _ -- - - - CEN-ER --4DJUSTaBLE I z ', � -`" _' �/ -�-.. _ -- -- __---.- � _ '`✓ER `�. � ;- i• j 5NELvE9, �'+� X91•, I�_ • - . ---- l MIRROR 1 o 24'' 'aRCk1E� ____ 04 TYP. - - -_\ e-0-GING B _ I' n i / FOR FU''URE 36" x 36" �� BLOGK,NG �(o" x 36" O GRAB MIRROR - 5E- MI}�OR -- - \ g-=R8 AT p-L" 1 �'i rzi OPEN F'-i_,4"^ TOR', _ -.R III t•t00 E �* UN'T I'4 EDGE <:ND r=OuNTER, - O O @ ERE _ E GE, .:N✓ - �D I I ONLY EDGE U �'L. KSAL...3a•-+ - -•---_-- - _ I ....- _. B :.CKS�'L,.�S-+ I g3..:GKSP D 5;-+ ::5 .. �.. t C BG-.,R._. - -- -- TpN Yj- _ ABC A6CI --a _ t7 R� _ ,•. �� - _ OCKi eG r✓SJR �� _ Fp FAS�GW r .r DWIR .., 30 � (�'I _ .fl G R::.B BARS ,�4 - 1 �► W RANGE __) .�T UNIT l.a I cvI - ►? O i rZ aD D.W. _ .-_._._ - -� ONLY O Cit --' �n - � I _.. � N �. - - - - - RUBBER BASE, 1 1 „ BASE, TYP. C:ONTINUOUS ` I �'-3' 2'-6 I -3 _ 2'-dr" MIN. .m, ,,.���T,- �NI✓ER ,�.� _ _ ► INTERIOR I'-b - __"�,It -- VANITY ELEVATIONS NIT TYPE 1B BATH ELEVA ""'i"" IONS UNIT TYPE 1A , BATH ELEVATIONS UNIT TYPE 2C g KITCHEN ELEVATIONS _ u_ _ 148.1 � c = _" 148.1 �;8' = 1 -m FAIR HOUSING ADAPTABLE '-' � � = - ' UNIT TYPE 3A _ - - - - revisions: 5EE BNt. AIC.'3 FOR ! SEE 5a� •:+Ia.3 OR ?UB/SNOWEtw ENCLCSwRE 1 --- W,4TER RES — =R RES. - UE3 5�-+OWER Er:C<iNe�E CONST. AND BLOCKING ' GYM'. BC CONST. AND B�OGGiNG ---- NO DOOR NO PCCKE' _---_--_ -- ___ A' V-1lLAR / 5CR AND J DOOR AT �. SPGR AND _ UNIT 3A I / BLOCKING _ _ 51MILAR UNIT � OGKING - -- -------- ---_l - __ - o I - _ I Fiat.• -Ufi/9/911 _ o • - - ruRE Flx'URE TOWEL \ CENTER � D✓ERR `v � � I CENTER •9 P::1R Wlr«, j scale: 3/A+, 1r-0" 42 x 36 ✓OCR C✓ER 3h" x 48' ?U13r'$HOWER BL^GKING \ RROOR "^IRiFOR 4 --- -- TUB/SHOWER I I I LOCATION �T ., drawn. CRH ENCLOSURE L_. ;� j 1 I 1 SIMILAR UNIT 3� I !-IIRRC:� ^^IRROR ENGL05URE _ -�-t� / A-LaM COUNTER, \I I I \ I '` I \ 't�`""-----------�4' - 24" TOU1E� B,�:,R. -- - -.____._� I � jc b n0: 9603 E..GE AND - _ - I i / i WItN BLOCKING I EDGE "NNG - TPH _ Vic.-• g,.�GKSF'LAS►-+ � TPS..► I -- l - = I E GKS. L.18N -- II _ _ l I I / _ I I RUBBER _ R RUBBE BG5E. tYP - -_ _ � 4._@�� .✓ANIT` I i BASE, T. -6 VANITY AT UNiT IB �. 3'-0' vANIT'y AT UNIT sB UNIT TYPE 2B MASTER 13ATH BATH ELEVATIONS _ UNIT TYPE 1B e BATH ELEVATIONS ,a,8.1 3•:8 _� MST96-0214 to 96-0231 UNIT TYPE 3A SIMILAR ( REVERSED) r48.1 D, "3 - °' UNIT TYPE 28 SIMILAR 13456 SW Hawks Beard 44 of 106 ;�1�16"+RNM�(fN6.',IEI�++l1h++MMIh` -' ._._..: .•. .. ,. .. ;� °°, s ;:,.,..rR++ls+rctr».w., - _ _..._....,. _ ... ,..rn� __'".`�'.'""..:..ffMwt'fir..Mwu.u.nsen..wu.w..sa..awev::a.w ,..w.+ *a...Tar. Air.,rr......._,..,.,.......•......,..w.......-........_._._. IF THIS DOCUMENT IS LESS I�f�I 1111l l u l l I I I I I I I I I III lIl I I I I I I I I I I I I I111111Ti111 11111I1II)I I I I I I 1111111111111 I I I I I I I I I I I I I III I I I I I I I I I I I I I 11111111�111I 11 TirTIT�T�I�Il111I I II I I I II II I II II ' l i l l l l l l 11 11 LEGIBLE THAN THIS PIO'fAfJON, 1I II II I II- �� 1 Q II - h^ io1 1� �1�7r .�__�..--..1_� �_.��_ .__ v� 1 IT IS DUE TO THE QUALITY OF No.3e THE ORIGINAL DOCUMENT. -_r gZ 8Z LL~ 91G Z 1bZ taZ 61G tZ OZ 8T 8T LT 9T 4T 6t tai 1St tt t 8 - t3 L 9 44 aS � 1 I�Illllllllll iil�lll lI iT 111111 111111 111 IIIIIIIII II IIIIIIIIIIIII IIIIIIIIIIIIillllllllllllllllll 11111 Illllllllllllllllllllllll llll�ull II IIIII I I TIII IIII�IIIIIII IIII�II II I 1 II IIIII I IIII�IIIII►►I��►1111))) SII I� IIIIIiII IIIIIIIIIIII III I II III 4 SEE 61,4T A10-3 FOR TU5/S4OWER ENCL06uRE �c�✓ C CONST. AND BLOC*",NG a7 tom. BG r,EUPGE T. kOB15CN r= f, uRE -. -_ 1 r� 520 �� C (r.-NTER --� /ER - _ _ _ _ OF 42`' x 36" RROR y M I AOR C c,',aNTE R r�CL05uRE ECCE -=NC f �.CKSPL.:�SNI I _ I - 24 ' TOWEL �, I - _ TPN BAR UITH 5LOCKIN<-� + I ad aw - _--- --_ RueeGR ARCHITECTS � 3`-6" VANITY ' BASE, TYr�l INCORPORtiTED BATH ELEVATIONS UNIT TYPE 2C MASTER BATH U N.W. FM" AVENUE UNIT TYPE 3A MASTER BATH Portland, Oregon 97 (503) 225-9095 I 3f E 3uT. :.103 FOR TUB/5i40WER ENCLOSURE ------ WATER RES. CONST AND 15LOCKING GYP. BD. TYP. _____ L. 50R "NDILL 5-OGKIN3 - - _ - L IGNT FIXTURE �� • _ _= - 'J. CENTER O/ER "IRROR \ 42 x 3h" MIRROR TuE3/5*40LUER :-OUNTER, - >=Ne-LOSl1RF - i `IF - - ' EDGE AND z GK9 ,\ . 14 TOWEL - -- 1 / B�OGKIN6 Ila ---4.. TPN - 4 .:DJ 1It / v SµEL.VE`J' TYP. I a ► Lm J --------- L � - C� BSE T"a ' I 3'-6" VANITY M Oo BATH ELEVATIONS UNIT TYPE 2C WATER RES. - E�Oxi • (SYP BD F,aINT OG .'e!t O LIGHT - --� SO-=•p -- ___._—._ FIXTURE �� C'SpENSER ' PAPER ' CENTER u�,, _ as w .4 Q r GR..i6 B,�.+,R + T'�WE� OVER I --SND DI5PEN5ER �Yy / MIRROR � BLOCKING _ I , / k� RECEPTACLE 2d x 36 oil Cfl 06 NBUL.: �liA 7E ALL HOTpW TPN WATcER SI;PPLIES 9 1F---- 0 N V d ~ O (v 6" CV'✓ED VINYL ��%� COVED VINYL INTERIOR BABE, TYP. e.- 1 -, ELEVATIONS 3 MEN' S TOILE "r ROOM ELEVATIONS WOMEN'S TOILET ROOM REVERSED .3;e , _ ' -0 HANDICAPPED ACCESSIBLE revisions: 09/30/" 5-C'FFIT, TYP. --- -- ' I w ADJu5TA5LE wJTER RES. BNFL rE9, BD date: 05/9/98 TYP. . scale: 3/e" = 1'--0" TOP OF SHELF Q-L•�M 70P, drawn: CBA 4B" AFF. MAx. �' EDGE, AND - +� BAGKSPL.�+8N job no: 9603 BELO.0 _ _��� ,nT Q IN9uL"rE ALL �40T WATER WOOD 115.15E:, SUPPLIES "NG' T1'P. LOUNGE COUNTER _ 282 3/S" • , _m , HANDICAPPED ACCESSIBLE • MST'96-0214 to 96-0231 13456 SW Hawks Beard 45 of 106 IF THIS DOCUMENT IS LESS TT 1�1 TII III 111 III II1 I I III III Iil I I III III IT1 T�T 1�1 IIT 111 I I Th Jq1 ITI 1 I I I III III III I I III III III III III 1I1 Ill I Tlt 111T'f11 i t III 1111111111111 III III IIII I LEGIBLE THAN THIS NOTATION, � f IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. �I�I� IIII�IIII�IIIIIIIII IIII�IIII 1ZIIII�II8II ZIIII�IIBITTI II II�IIII IIII�III, IIIII.IIII IIII�III,rIIII�IIII IIII1111, IIIIIIIII IIII 1IIII IIIII IIII IIIII IIII IIIII IIII IIIIIIIIII IIIII IIII III�II IIII I III-IIT�1-111 II Z fiZ �L OZ 8i B9�t-I � Si GI TI I 11Illlllll� IISIII�II I1 1111 III 1Irv'IoII.!sIeIIIS :Hill III 8r G �j•I�-��,-I-� T�.,n. IIII IIII IIII IIII Illllull SYMWL Q ROOM FINISH SCHEDULE DOOR SCHEDULE FLC';�R B.iSE W4LL5 GE;� NCS GEORGE T, RO&SUN� DOOR FR,41"1 - - - i�1"TERl,,1L. FIN15i-; "1 4TER1,4L F IN15H f'1�xTER!AL �IN15N 1~1:�TERIH�. I FINISH "El Polm , • : 1ZE GET=,!LS UNITsES - tfl� 20 Y N�- ,_i ✓INC RUOm CARPET T FACT WOOD PAINT Cs1•F' BD PAIN'r� GYP BD. R,"INT VARIES I��1 LUIGT4"'1 I-iGT, T+-•NK, Tl PE 1"1.1T. FIN. ;ON5T- ►`'1.=;T. 1=1N. �E.-+D JAMB SILL RE S c: OF -- - 13;4" B MTL•' PAIN? INSUL- WGOD PAINT 5 4,102 5Sim. ••4/4,102 JC4 � •• DETAIL 6'4102 AT 2ND/3RD FLOORS- - - NING ROOM CARt='E' FACT, wo00 FAIN' G?F 8D. SAINT GYp BG P.aINT ✓.4RIE9 3'-0" b'-8" 13/8" WOOD PAINT i+G. WOOD PAINT 9�AIOZ 9'A102 _ \ +•< TCMEIJ ;BHT. '✓INYL FACT. WOOD PAINT Gl R 1190. PANT GYP. BD. PAINT 8'-0" I • gIM �1 - - -_- _- - _---_--- - - - - - --- -- - y/4,102 BATH 6WT. VINYL IMACT. RUB15ER PAINT Coy P. Ido. PAINT GYP. BD. PAINT 8 -0" I 2 3 ' 2'-10" 6'-8,� 1 3.8 A WOOD PAINT NG. WOOD PAINT S/,"102 $IM. - 4 2'-8" 6'-8" 13.8" A WOOD PAINT HC. WOOD PAINT 9/4,10,29/4,1102 - BEDROOM C.AI IFIET FACT. WOOD PAINT GYP. BD. FAINT GYP. BD. PAINT 8 -m" SIM. A WOOD PAINT Hr. WOOD PAINT 9/AIQ2 9/AIO.2 i4ALL:UAY CARPET PACT. WOOD PAINT GYP. BD. PAINT GYP ®D. PAINT gIM. - WOOD PAINT l4r� WOOD PAINT 9/A102 9/SAI 0.1 - IST F' R. £tORAGE SW. VINYL FACT. RUBBER - GYP. ESO. TAPE G-P BD. TAPE I 8'-0" _ _ -- ---- -- - --- -- --_ _ - - -- _ _----_... -- 1 ;L)OOC P T ►-1C WOOD -RAINT -14 10.1 I g/4,0.2 _ 2� 15T FLR i`,4T10 CONCRETE - _ _ - " f - �- --- - - -- ^ 9 Q.2 P WOOD 8 3 -0 b -8 13/4" .a WOOD PAINT SC. WOOD PAINT 9/4,10, gIM _ 5\ 2ND FLR 5,,4LCONY DECKING - -_ - _ ----- T_____-_ _ . . ---_-_----__--- -. _ AWTITEC;FS E OD M RED NC. 2 �►�, 1 102 �� 8,-P 9 C)OCR ENTRY 3i•Ir. VINYL FACT. WODC PAINT �s1'P. ESD. PAINT GYP. ©D. PAINT 8'-m" ----__-___.__---- - ---- __ _ _ _ __ _ -_-__ -- _-_ _ ___ -.____------ -- -� � INCORPORATED IQ b'-0" 6'-8 ' 1 3.-8" D WOOD PAINT ' HC 2 10:4,!02 - - LI-PA55 DOOR LAUNDRY CLOEEr SWT, VIN" I- FACT. RUBBER FACT, GYP. BD. PAINT CsYP 130. PAINT 8'-0' 13/8" E WOOD MIRRORED NC. 2 - 0/4,102 - - BI-FABS L'OOR 12 5'-0" f�'-8" 1 3/8" D WOOD FAINT HCI. 2 10iA1®2 - - BI -PASS DOOR CLUBHOUSE ' /4,102 15i-PASO DOOR s ENTRY LOBBY TIDE FACT. WO G p":' GYP BD. PAINT Gyp. ®D. PAINT 8'-0" 34 N.W. FIRST AVENUE 13 4 -C b'-8' 13/81, E WOOD MIRRORED HC. - 0 - - ]Portland, Or*Eon 97209 14 4'-0" 6'-8" 1 3/8" D WOOD PAINT HC. 2 - '0./A102 - - BI-PASS DOOR LEA5iNG OFFICE CARPET FACT. WOOD F':'�INT Gyp. BD. PAINT GYP. BD. PAIN? 8'-0" (503) 225-9096 I 15 3'-0" 6 -81, ! 1 3 8" K WCOD PAINT 1-+C. WOOD PAINT - - - POCKET DOOR MANAGER OFFICE CARPET FACT. UIOOD PAINT GYP. BO. PAINT G` ' BD PAINT 8'-0' 16 T-6" 6 -ti" 1 13 8" +� WOOD PAINT HC. U100D PAINT - - - POCKET DOOR MEN/WOMEN _- -ANT ,:IN7'L 71ACT 5'14T. VINYL FACT. GYP. BD. PAINT GYP BD. 1 PAlter 8'-0" COVE VINYL b" BASE 111 - - ---- " WCOC FAIN* HC. 2 _ 1®/A1Q�2 _ - ®1-FOLD DOOR STORAGE °�+-+- NYL FACT. R;,BBEFt FACT. GYP. BD. PL+'" T GYs' BG. ; PAINT e'.0" SIM. -- -- - _- - - - -- - -- -- - _. _.�_- - _- --- - -- C _ IO/A10.2 _ _ 51-FOLD DOOR CORRIDOR GARF'ET F.1�T WOOD PAINT GYP. BD. PAINT G, P. 3p I PAINT 18 �'-®" b'-8' 3/8" S U100D PAINT 1IC. 2 g!1„1 I9 PR 2'-4" b'-8" 1 3/8" A WOOD PAINT lac?.. WOOD FAINT 9/A102 9/AIrL : _ LOUNGE CARPET FACT WOOD PAINT GYP, BD. PAINT GYP, BD. PAINT gIM. 20 - - - - - - - - - - EXERCISE ROOD+ CARPET FAC?. WOOD FAINT GYP. BD. PAINT GYP, BD. PAINT VARIES -- ---'----- _ - 21 8'-0" ( �'-0" - r t-1ETAL PAINT HC. WOOL PAINT 13/AIC.2 13/ 0'2 - SECTIONAL ROLL-UP DOOR POOL STORAGE CONCRETE 3E"L - - GYP BD. PAINT" GYP. BD. PAIN " INSUL. 5/x10.2 22 f='R 3'-Q' fe''-8' i 3/4 � PAINT INSUL. WOOD PAINT 5/4,10.2 511.,1 4/4,10.2 I METAL - �-�� 4�� -� .PAI -{I_._.-_. _ _�� Z _ 24 �R 3'.011 6'-e" 1 3/4" - F METAL PAINT INSUL. METAL PAINT I1/A10.2 II'AIOs _ 1 511" NOTES- 7-737/w-7, OTE 5_ 3/ - _i I PAINT IDE SEMI-GLOSS ' ,� „ „ F INSUL. 5/AIQ2 � PROVIDE 2� F=R 3'-0 6'-91 1 3/4 PAINT INSUL. WOOD PAINT 5/1.102 4/A10.2 01- - METAL 51M. 3'-0" 6'-8" 13/4, J WOOD FAINT SC. WOOD F-"-NT 11/Alms S02 - 2 PROVIDE UJATER RESISTANT GYP. BD. AROUND .AND BEHIND TUM/SHOWER E1NC..03URES 11-.4,102 _ 28 3'-a" b'-8" 13/411 A WOOD PAINT SC. WOOD PAINT i1/A102 gIM. ___ PROVIDE WATE'Q RESISTANT GYP. BD. BEHIND AND ADJACENT WATER CLOSETS AND LAVATORIES _ - - 29 2'-6" 6'-8" ! 3/4" A WOOD PINT SC. WOOD PAINT 5/:4102 E+/4,102 4 AIQ? 1 SIM. .� __ - --- ------ --- - 30 3 -0 6'-8" 1 3/4" 1) INSUL. PAINT _INSUL. WOOD PAINT 5/0:10.2 5'S'0'2 r/A10.2 �- METAL M INSUL 5/AIQ2 x 31 PR 3'-2%" 6'-8" 1 3/4" L E A P4,INT INSUL. WOOD PAINT 5/4,10.2 gIM. 4/4,10.2 I - tiOTES. 20 MINUTL- FIRE R4rEO DOOR .;g�EMBLY WITH UL APPRO✓ED l WINDOW SCHEDULE g�0L 0 � 0 ✓In MP T I �ATia RSTRIPPING O 5F'RING LCADED SELF CLOSING I41'NGE5. Oj PRC) -,E �n I..E E .,�_ E I WRAP JAM55 WI Ti-4 GY P. BD. vID I-^ET4-L EDGES AT ExPOBE CORNERS ~•-- r-_ _ ._ --- -�!�✓ 5"-E N�. � -`� f� �^ �. J- rte-- WIDTH NE ICz�IT M.�TERI L '7 QE �E.=�D JAMB SIi..L RE~'ARKS 1 ACCESS PANELS AND HATCHES TO EE SONE-RUC;TED TC MATCH W.+LL "5SE1"IBL`" FIRE R.ITING. 6 ONE HOUR FIRE R.aTEG DOOR •4S5E""BLY WITI-1 UL :111ED �'\ 6'-0" I 5'-0" VINYL --r I,AI©.2 3/.11p2 j 2/AIQ:2 �i z `11111011 4 SPRING !OADEC 5E-;' CLC61NG H NGES, Q Q VINYL 1 1/4,102 3/x1102 2/1102 - - G 3'-0" 3'-0" VINYL _ ' 1/0410.2 3/A102 2/AI02 DOOR TYPES -- PEEP;HOLE DOOR BELL - 2'_E," 3'-0" VINYL 1 I/A10.2 3/A102 2/A10.2 q d :, UNIT ENTRY DOOR ONLY r__._-_ VINYL 2 1/A10.2 3/A1Q.2 2/A10.2 -_ -- - - ---- - -- - _- - - -- .,_ - - - -------_ VINYL 3 I/A10.21 3'•1102 2%110.2 �r1 MIRROR ►"IIRR��R \ - GL�•SS CsL1+S:� �� 5'-©" 4'_6" VINYL 1 1.'410.2 3%.410.2 2/A102 < < �i 2'-6" 2'-0 VINYLWill II i 3 1/4,10.2 3/4,102 2/AIC 2 � [•.•1 q ,.� ------ - - _-______-- -- - T/4,10.2 -8" VINYL 4 1/Alm.2 IM 8/x10.2 I I I - -- _ _ - ------ - ----- - -- -------- SCHEDULES 4'-0,, 1-44-"L 3 12-'4,10.2 12/4,102 12/A10.2 TEMPERED GL"55 TYPE 7YPE .B, T,-PE 'C' TYRE 'D 'Y PE E' TYPE 'F' ` $IM. SIM- - --------- -- __ _ - TEMPERED GLASS _ TEMP. �--- METAL 1 _6" g'-p" ✓INYL 3 1/.,102 TEMPERED GLASS ( _ - �.- - 3/4,10.2 ? AIQ2 TEMP, GLAE 3 LOUVERS - _. - Sim. - - SIM..- --- -- --- - - ----.-_--._ - ---- -- - - - ---- -- - - - - - - -- - -- - -- ; GL'55 / I I - c 5,-0' 2'-0" VINYL 3 I/4,102 3/A102 INSUL AT 81hi. SIM Y -EXTERIOR -. NOT revisions: __ _._ _-- m _-- - -_-- / •, ,; !. ALL 'sLA,ZINC-! To BE '►4ERI�aL INSULATING 2.) PRO✓IDE SCREEN ::,T .-.LL OPERATING WINDOWS 09/30/96 -_ L I r I L2 TT PE 'G' `r FIE 'N' TYPE J' tYf-'E 'K' TY PE 'L' UJIP;'vOI�J TYPES aat.e: 05/e/96 - R('R1C' NO SCALE INSUL. INSUL. TEMP TE--1P. I drawn'--- >�L GL- GL - ------ -. -�► job no: 9803 -1 J 1 1✓E tY('E 2 TYPE 3 TY PE 4 MST96-0214 to 96-0231 13456 SW Hawks Beard -- 46 of 106 y�yam�.... .. ..1'-"'hP.:•.�n-rd�PfiY'"'8a'�H/P!�4^"Kf,<tY►d'^�5n,��.1vMRnr.. :'1.o.n�•.,M,�nr.+Jex.+�AYw�rMllMlllw''tlslr.'vC"�+'tliM., .•�g4�RM�°'A1iGmw•+r"M".+r '$ l.a !'M,.:-er .:hr�' , . ... _+.N.Y*•T:V/W��+4�.�'+ �'.:�rnw 1.,' q,wwr.,� -•e M2MMYwW !�. -..........•_ IF THIS DOCUMENT IS LFSS ITiTIIf IIIIIII IIIIIII Ilill I IIIIIIIIIII�I II IIIIIII 11t11�1 I�IIIII 1111111111 I I�111�1 l�lllll IIIIIIIIII111I1 111 (111 IIIIIII l�lll�l 1�iil 1 ' �T�1�1 111�1�1 IIIIIII IIIIIII l�lll�lll �l�l I) LEGIBLE THAN THIS NOTATION, I Z I gI� �^ ' I �0 I 11' 1� --- -�- - - ._. - �__ ------..,._L---- --�----. ._1 �_ _-_01 - IT IS DUF TO THF QUALITY OF THF ORJGINAI, DOCUMENT. __ --- - . _-- -- --- -- - -- -- - _.. -- _ --- -- - --_ �-- -- ----- LIIItIl F8Z 8Z Lf1til tZ6�Z �Z iTZ O��Z 8i 9t LT 9I 14� I bt Eli I ,T I TT I1Ot I T8 I �I �LII�9 �� F11111111 � ii I II11II�II1111111IIIIIIIIIIIIIIIIIl11111111111111 !IJIllllllllll IIIIIIIII IIII IIII 11II11111 1111IIII IIII 111 11111111 IIII II11 II!111111!111 I!II IIII IIII IIII IIII IIII III11 1111 1111 1111 1111 IIII1 IIIIItJI; IIIIIIIIII� 11�1111�111111111IIIIIIII�IIII�II I 2x4TYPE .,x,: GYP 5D, j -_ COMP. S.+NC,:.E RCOFIWx/ A WKy 2x4'• AT 16" G.G. � 1r �I BUILDING PAPER, I�r' 1/2" PLYWD OR OSB SHTH% 5/8" TYPE X GYF }gD/ GEai2GE r. R08iSGN MTL. FLASHING MANUF. TRUSSES AT 24' O.G 2x4's AT Ib" 0G- > �~ ' „�---- 3" SOUND INSU✓`.=.T Qh, J ---il STAt,{xERED ON 2xFa 5'8" TYPE "x" GYP BD. I 3i4" GIPGRE 'E i _ 2 x A s ,r 16' C r .�/S" T 4 G pL� 5,-4TH.- ��_ =---- . I 2x10 AU „ OG (�_ _• I ( r T ' /A� 2 LAYERS 3" SOUND 51S" 1"YPE 'k' *Y111111". W. r f. - I INSULATION- --.- ___ �, 2 OF BE"" 6EE STRUGTURA+._. I 1 s�/ 2 x 4 OUTRIGGER _ BLOCKING * L__1 NO OCSFC I R RATED 2x10 OLOGK !N3 _`_�-- ` ,// ✓Ef•�iiFl WALL SHE `T�;1NG WITH OWEN6-GOfW4ING OTC TEST "OU E G WOOD L.'1p SIhING � I ..�RGHItEG�uRAL W-+i..L T..Gg •+.ND I . BLDG, pA1PFR/ ( CON57-RuCTION AS5El1BLIES, II iL<•LL •�g3j`MBLI I 3'' :SOUND IN5JL,I,T ION - -- NOTE ,•✓/8' TYPE X CsYP 5HTH AND W'TN THE STR�iCTURAL _ e PROr'DE MINERAL WOOL (2)G-�B,-F END TIIQj56FF I Ss-#E-`- NG SGHEDLaLE 5,8.. TYPE: .,x.. f DR.r-r5'OP5 IN WALL WITH A 1,2 , 5P.aG,N�s - ANO r-LOOR� 1 CEILING 55ETUE EN GYP. SHTH% /� G.a✓I T> � I/2" RESILIENT i A+S9EMB�Y at 1©' -©" O.G. 5,8" TYPE 'x' ,jvF BG ARCHI i - 1 CHANNEL -- / -+OR'�ON'A� "NF-) ✓ERT;GAL, INCORPORATED rm"N\ PARTY WALL AT STAIR rs RAKE DETAIL rb-**sVO T USED TYP. PARTY WALL vm3-PDG'�4 34 N.W. FIRST AVENUE Portland, 917209 GYPSUM As9oc!AT1pN Ptld� breon i T __ BILE NO RG 2,b01. I HOUR (503) 225-9095 R-38 INSULAION RATED FIRE "SSEI"BL`'" WOOD LAP BIDING/ BLDG. PAPER/ AT 24" ROOF TRU8- i - 2 ,:sYp ;JR-.FT�jTOF' g.g" T1-PE 'x� GIP �j"Ti4. AT 24" D.G. f CN 'RJ56 W' 5U►-+�ORRTS ,'2 ; G..UDi.E END TKL59E9 ..l R-38 INSULATION -, I --T 6 0`: W'H a 1/2 SpaGir.K: DETWEEN/ 3/a" TYPE 'X' GYP. DD. -- 5.8" TYKE x' C%yP BG 5i8" TrF�E x' GYP. ESD 2rA a A? Ib C.C. 2x4'6 .aT 16 ' O.C. i I 1'2 AIRSP.:^E ! _- _-- -- -.-___-- � `- 3" `SOUND INSULATION DOUBLE 2xh PLATE -� WOOD LAA SILUING% tl) LAYER5�5 fi" Ig,-DG PAPER/ TYPE "x' G r-BD /' !° ACOU6TIGAL INSUL.-1T!pN (2) LAYERS 5/4 TYP 'x' J NOTE: �" - 6x6 6 "T I6" O.G. _-. GYP. BD. I OILENB-CORNING STC TE5t I NO. 0("F448: I HOUR R"""ED I PROVIDE MINERAL WOOL I WALL "1r')5EM15L`r I FIRE BLOGKJNG IN W,4"L 2x4 C.GNTINUOUS -_ NOTE: 2x4 NAILER ---_..__ _-- -- I CAVITY AND PROVIDE FIRE DLOCKING FLOOR✓cEILINCa 455EM5LY AND/OR I '/ERIFY WAIL R-21 INSULATION V O�RrO�yLHO1Ft1�CNTAL I i/2u AIR$p.+GE ----- -- -- DRAFTSTOPS IN WALL WITH STR C%Q--aL 6 8 T` PE "x" GYP. BDA I CAVITY AND FLOOR'CEILING SHEATHING 5S•4EE1U,,Z -_ g-g" TYPE 'X' GYP. BD. A88E1"1OLY at I® _m O.G. 2xd n ,.T ib" OC _ r �HORLZONTAL AND VERTICAL. .4 PA R T Y WALL, AT CEILING K`w WALL AT CEILING K�6 NOT USED (--2� � <'C TYP. PARTY WALL bm3-D003 O 3" AGOUGITICALp INBULATtON WOOD L-AF` SIDING/ - 5/8° ''YPE 'x' GYP BD 5 8" Tti F'E r 1`F' 5D. I BLDG. PAPER/ '1/46 .T '6 C 5'8" GYP SWTW./ �. - R-21.IN9uLA TIQty N 2x6 6 AT 16' O.G. -- w 3,4' GYPCRETE 2x10 BLOCK 'NG I j 5/8' T A G PLYWD 51-ITH. `-- 3/4" GYP-CRETE/ 2 x IC AT 16" O.0 / 5x 6 TAG p6 YWOD SHTH,% 26 GA. GI FLASHING �a o 5/8" TYPE 'X' GrP. BD_' 5✓8" TYPE X G-"P" BD. `\ f 3 I/2 2x6'6 AT 16" O.C./ 1112 I I R-21 INSULATION w �✓ G� I " I x m • d. 2x10 WOOD TRIM W, BEVEL Ar TOP 2x10 RIM JOIST 'mac WGCD LAP SIDINGS 5/8' TYPE ,X„ GYRE Lip , 15LDG. P�>PFR/ _ . , < .• 3 90WVD IN�iUL,c.TION B 5'8" TYPE x' GYP. BD. 5.8' TtiPE 'X' GYP BD 1/2" RESILIENT GN.4NNE- 3" ACOUSITICAL INSULATION 5/8" GYP SHTHJ 2x6's AT 16" OC r ;D AT 16" or. 2x6 a AT Ib" O.C. - - �. 51M. (NO R-21 INSULATION) - V N0 5/ I/2" RESILIENT CHANNELS 2x4 L - 8" TYPE 'x �s BCL C!1 E-4 O "4GONTINIOuS NOTE: AT 16" C.C. PROVIDE MINERAL WOOL DRAFTBTOPS IN WALL r \� - DOUBLE 2x6 FLUTE -�- I I I VERIFY WALL 06'4EATHING* ce CAV T AND FLOOR/CEILING WITH STRUCTURAL 5.'8" TYPE "x" GYP. MD,' A55EMBLY at 10"-m" o.c. " 2x4'• AT Ib" o.c. --- -, HORIwn,T4L AND v/ERTICAL. SHEATHING SCHEDULE �/e TYPE x' ��YP R� DETAILS rv-3 PARTY WALL. at FLR a/CLIG, riiWALL AT FLOOR NOT USED r3TYP. INTERIOR WALL 8 AIV.i 1 1/2„ ” 1'-© ,41 .1 „�, ,,-�,,, -- E�?3 DC10 Alml A1m.1 11121, 1'-0" 6673-GDD2 5/61, TYPE „M„ GYP. BD./ 2x4's AT Ib" a.c. `- 5'.3" TY PE "x" CsY F BD ' revimiond: 2 x 4 s ,aT Ib c c I Ow�EN3-CCRN!NCs �� 08/21/916 E WOOD LaFP SIDING' J..___ __-_ 1 ITC TEST NO © E 3" SOUND INSULATION I , - - BU!LDINCs R4PER' S/S" TYPE 'x' GYP, BD, A 2 Q9/'�0/98 HDuR t=,R�E rz,�TED rEp 5.&' G'r P. &4TH,, /' 1 W_ ASSEMBLY J - 3/4" GYF'CRETE 2x6'6 ►t 16" Ur.' L- ' 5,8" T A Ca PLTWG. g?'-ITia.' R-21 INBULAtiON 1/2" AIRSPACE2x10 AT 16" o. - c.. TYP. UNC GYPSUM "55OC1.,1TION GYPSUM AS90C14 TION FILE NO WP 8105 I i-40U�c FILE NO. Wiz 810 • I HOUR - -y'�- - ---� �JEU WALL FIRE RATED WALL G`P. BD., - 5/8" TYPE 'x' Gip. BD- date: 05/9/98 _ ry / - FIRE RAt ASSEMBLY ASSEMBLY 2x4'6 AT 16" O.G. -�-,� ---- 2r4 BLOGKINCs / -`~-� SCA le: fi 1 l[ uK�JG LAP SIDING/ � .�_ -"� ��.,\ � �1S IYGT„A BUILDING PAPER/ - ------- -w- / 1,'2" GYP. 3HT1-a.l S 1 drawn: CRH 2 x4's AT 16" O C. (NCS R-21 INSULATION)-) L. , - --- –� — _/ ' dub tut): 9603 TYPE 'x' GYP. A"TI-I 58'/ T,fPE 'X' GYP BD, <EEWOOD L,4L' 51I�ING% 5E'�" TYPE X' GYPDG I .. _, ---_ ' . . '-7-2t- INSULA:-r ON - ' 1,12" RESILILNT GHANNE,_6 - BUILDING PAPER I GYPSUM A15SOCIAT1,7N FILE - AT 16 c.c. gIM. 5i8" GYP SHTH., NO. 3520: 1 HOUR R.c,*ED 2x6'6 AT I6 0,C i - - WALL A89EHBLY - _ i�IFY via - -- T - (NO R-21 INSUL.0 I� V) -- I gIM. NOTE ✓E W LL SHE4 'NG i ;PRYY WALL SwEo4THING ` PROVIDE MINERAL WOOL WIT., 5TRi,1CTUR-4L WITH gTRUCTUR,. L ti DRAFTSTOPS IN U,14LL I 'j SHEATHING SCHEDULE 1 5+4FATHING SCHEDULE � CA✓ITY AND FLOOR/CEILING Sig" GYP. gNTH./ -- ��IIaI9EM6LT at 10"-0" o.o. 2,K6,8 At 16" o.c. �HOR1zON*AL AND VERTICAL, PARTY WALL AT FLR,/CLG, a TYP. E TERS O }' �> I 4A\ OR WALL TYP. EXTERIOR WALL � TYP . INTERIOR WALL � �mw603-D®27 `llIiIAV.V 6 1 117 = 1'-0" ---_D _ ..._. 603-D006 , I t/'1^ • I -D" • 03-D2t0sa MS'f96-0214 to 96-0231 13456 SW Ilawks Beard 47 of l06 _. .� 'i.,ry..F. •�-m; ,�„_ -+w,aw�;,,,..w,..,�,. -,.-...x: �mR:r„�s. .-...s.�.;;.:r a...•t+i:..:,. .:..,a.:.,rn++�a.e:..�...r„,,AAAA,.,�.. ..,,,z,,,;:�r:,..,•��xe�-R+,tdlYtieMa. 4:;t-cwac.' :a}:tic�. '1a�!'te"d°+atweMta�,..•+"a7rr�autt.. . .,e,t�roJt�l+sltvh�.._'k, . - _..... ,AAAA.. ,., err -ala°Al+itBt�rr.,.�+gyMlpyrtci�,^`IiN't 1F THIS DOCUMENT IS LESS � I � � IIIIII � I I1I I III I I l i II._I II _I_I_I _III_I I _I LEGIBLETHAN THIS NOTATION, � I 1 I 1T THE ,TTY OF l THE ORIGINAL DOCUMRNi . _ __. _ _ _. �. _-_-- -_- _. tz _ ._-.- _ -g LZ �IlllllllIII�IIIIIIII� e��I g��t II�1111111 �IIIIIIIII�IIIIIIIIIIIIIIIIII�IIIIIIItl�lllll��ll�llt�` g I ��� L 9 l� IIIII�I s sL IIIII IIIIIIIIIIIIIII II 1111111 (IIIIIIIII I�IIIIIIIIIIII IIIIIIII�II�II IIIIIIIII I III IIIIIIIII IIIIIIIII (III lull VERIFY WALL 51dTH. WI1'1.1 I HEADER. beE \\ I1100D LAP SICIr!�s, \ WOOD LAP SIDING! .� R 5 � / ARGHITEGTURgL W.aLL ;_ STRUCTURAL _ c�E DE EE I l- BTRUCTuRAL r G4�18TRUGTION 5/S" GYP. BE). 2.c4'e AT I(a OL _ .._ - � DING PAPER *AGS AtvG 5 8" TYPE X GYP. B� _ 5'8' G1 P. SHTH. ___.__-- __._. _ �aEADcR SEE 5/8'~GYP. 94ITr1i / -'f GEORGE T, ROBiSON y ,-, BUII.DIN� P.�PEI7, ASSEMf3LI TI AND WITH -- ` L 2xb'e AT 16" OC. __ --- R-10 RIGID TRUCTURAL �( / \ % \ SAT •NSuLATION ` THE bTRtQ UCTuAL "IETAL FLASHING� 3EA:..:+N i HEr-IING SCHEDULE I T --- { 50.11"' AS REQUIRED PORT -E � � �,. /` 5E aLANr BE��IND `• � 70 �t WOOD LAP SIDI \ i , MET4L FLASHING 5'8" GYP. BD. WINDOW FLANGE, T�P. �\ 5%8" GYP. BD 4 t3UiLDING 00APER' 3" 1` \ 5'4"x4" WOOD TRIM �� 1/2'' GYP. SHTH \ 1 1!2' — 2x4s JT I6" G_G. - -- � \\ Imo„ .5/4"xb" TRit'1 AT SEALANT R-10 RIGID WING.-)W TYPE 'A' AT " _ -- �OR RIM \. ` INSUi.ATION 'tRONT OF BLDG WOOD TRIM HEIGHT �/' '- \ 3 Tel MATCH SEE ESE'✓ATIONS) - SHIM <+6 t�QUIRED , I ----- ADJACENT WINDOW - 5i-,IM AS SE.:L.A T ----- ' '' v2" TRIM HEIGHT - - REQUIRED -- _- � - ri DRIP G=-P ME��•�L CORNER % 5i4x-a WOOD TRIM -_ "uOOD DOOR FRAME y� SEALANT ___ _�J � ✓INYL. wINDOW all M)rTAL FL-A3r+ING SCREEN MOLDING %)OOR -- -------_. .. - DRIP C.:,P - ---J 2xb WOOD FRAME jam_ I ( 1 ✓ERIFY WAIL SH*H. WITH O�R ,ARCHITECTURAL WALL ✓ERIE WALE �vHTH. U11TH I Fe TAGS AND "RCH'TECN WOOD TRIM TuRAL UVaLL I I GONSTRIyC'IO RA — _--- -- NOTE: j-. B S \ - ! T_,.aS .IND CONSTRUCTION � I ARCHITECTS, ASSE'"►BL1E8, AND WITH ASSEMBLIES, .%ND WITH I THE 'RUGTURAL SECTIONAL ROLL-UP p�� THE STRIC�URAL 844E.,'"ING SCHEDULE INCORPdRATED > DOOR ..__-_-__----- SHEATHING 5C:HEDULE - _ __ _-- _- �3 OVERHEAD DOOR HEAD INTERIOR DOOR NKEAD EXTERIOR DOOR HEAD WINDOW HEAD DETAIL 60.3-GmaR � 3 � I'-m' � 603-DmAfv � 3 . I'-0" 6G�I-DC�4.s � 3 I .m„ 603-D040 34 N.R. FIRST AVENUE METAL THREsI-TOLD PorWmd, Orogon 97209 SET IN MABTv:- (503) 225--9095 I 2 BD. METAL F _ - - 6E�LANT �• L�+SH!NG DOOR W. VINYL iLIN I.;,` � - GO,U 5,8" TYPE 'X 1_' ,` WEATHER3TR F41!N4Cs FRAME, TYP. - CY�P ' 2x4 a aT 16" OG - --- -- - 2" LIGHTWEIGHT GONG. SLAB % - SHIM .48 REQui RED Wi FIBFRMESH REINF.i 314" GYP-GIG:E'E j / 3/4" '"CX' PLYWD SHTH. W1 'A' I 5/8" TTG PL7 WD. 5HTH.. SIDE ExPOSED / 2x10'e AT IH ' OC 3i4" WOOD 81LL. HEADER 2x8'e AT 16" O-C. IE r l nc,�LANT - — _ j V 2 x IPJ RIM JOIST SEE 6TRUGTURrAL I FOR CONNECTION -- - SE-ILANT BEHIND t R-21 INSULATION WINDOW FLANGE, - 1x2 WOOD *�@II c WOOD TRI" TAP _�.._._-__._ _�. 91MP. HANGER$ _-.--____ 3" SOUND INSULATION - 7 w B' F'•+58 DOORS �', i R-2' INSULATION - TR.:GK 1/2" PLYWD. -- -1 't 1 19D. TYPE 'X' GYp 2 x 8 LEDGER --___-.__ -- _ - - ✓ �, IL � WOOD Lti'P SIDING,. BUILDING PAPER/ 5/8" GYP. SHTWi 5/8" GYP. 3HTH. — _._. _. . _ 2xb'* AT 16" O,C. - ------ IJ BI-PASS DOOR HEADER- EXTERIOR DOOR SILLK`2 1i1lINDQW SILL DETAILb 3" I'-©" bD3-005L^ 3" 1._01 691-D043 3" I'_G:" 603-CCAI Idi <2> 2xb e w .- - - --� -- - SEAL.�NT BEHIND54"X � a � -- 4WD. TRIM - -EADER - SEE WINDOW FLANGE, T`rP 1?" F'L"WD SHIM - --- _t' 5TRUCTURQL VINYL WINDOWW h.. FRAME -- ---- ----- r. ',H1OOD 1.AP 9'D I Nri/ � 5113'' T'c"�E x' _ u \� ,/ � 8L GYP. 3HITi-1J G � 7. e" Y FIEE "x GYP BD. SCREEN GYP. EBD. - �\ \, = Z &41M 2x6'e .aT 16" OjC. � 04 0 Llr IL $TRIM A$ -_ \ R-10 RIGIC INSUL"-iOJ ) W « NEEDED 5GREL N "OLD A WOOD SILL DOOR ___-.�__�___ - J �► r� METAL COR`�ER cn N1 +♦ NOTE JAMA 51M, DOOR FR��tE \VERIFY WALL SWT". WITH H R-11 IN6t1LATION JRCH1TE4TURAL WALL in■ \ I T4G5 AND CONS-RUCTION - 5,g" I I ps 'N' GYP. BD. SGRFFN MOLD NG -+:3SEP'IBLIE9. AND WITH SLIDING TWE STRUCTURAL CIL-.55 .r1ooR SHEATHIVG SCHEDULE "E% L COKM_R DETAILS » DOOR MEAD DETAIL -, SLIDING DOOR HEAD WINDOW JAMB DETAIL liVd2j 3 . _ t -0° fcD3-Cm5� ,� 3' - I'-0" 6 • _CD 8 4 �f` 3" m3 6m1-D2�4. * SLIDING GLA+55 DOOR SLIQING GL"58 DOOR FR..'"IE SET IN I"IA&TIC --- ' f revisions: M T FLA N1NG 211 -� V 3/4" GYPCRETE, �2; 2x6'e W.- $ ..� �g"- -- 5!8" TIG PLYUID.' DOOR 2 �� 2x10'* AT 16" c)C Z� 09/30/96 /" 2 LIGHTWEIGHT GONG. SLAB L t J W, :=15E P1ESN REINF./ �- R-2' INSUL.+1IGxd I ------_..-.- --_ 5/8" TYPE 3 4" AGX' PLYWD 5HTH W, \ / 3" SOUND IN-ExIL-41 ION "x" GYP. ESD.— -- 14' SIDE FXPOBED' __-__�_-__----- 2x8'e 47 Ib" O.G MTL. TNN ZESNOLD SET IN MASTIC -_-------- -�- swim NEEDED - _. _ -�� / _-- WEATHEF�STRIPPING date: 03/9/98 I ;! -- — \ 4' CONC. SL•aB 4" CONC. SLAB r+ca}e: AS NOTED SEES TRXTURAL.AeOR CCNNE C;Tt�►v ----- r drawn: CDEI 3iA" MET"L STOPS 2x8 LEDGER leo: 0603 p 1'A" *EMP. GL<-SS - -- ' I 1 2' F'LYLLlD. SHTH. _ , Nil it ' 51MP "4NGERS Af-i "--` JOINT FILLER WOOD l-AF 51 D I NL3 --------- a WINDOW HEAD DETAIL a SLIDING DOOR SILL— rZE XT. DOOR SILL �® 3' ■ I'-r'' 3' ■ 1'-(D" 1• E ci73-004� �� 3° _0" 62'3-D049 10 * 2 MST96-0214 to 96-0231 13456 SW Hawks Beard 48 of 106 "�'Ol��`.�A"�..RxMzf . ... ......, ,. ^y , .,M,,...-♦- r ..,1.c ,•o-wYlrOs,W..M ,v�a mss..■nw. ..,.nx .�... ,- ..-. .. ..�.. ....u.. ' IF 711ITS DOCUMENT IS LFSS TTlll111111I111 [ IIIIII VIII 1111IIIIIII111�jI III III IIIIIII 1111111 VIII 11111111 1111111 1111111 VIII I IIIIIII IIIIIII IIIIIII l�lll 1 1�1�111 111 1 1 IIIIIIIIIIIIIII 1111111 III I I LFGTBLF THAN THIS NOTATION, 1� I �I I I J� - ---I 4 I-_ j�I I 6 I �' I---_g�- I I I - --- IT IS DUF TO THF QUALITY OF N..36 �.�S w—" THF ORIGINAL DOCUMENT. -�- -�_._ __-- -_-_._ ,_� _-- - -- ___-- - --___-__ __. �b 1119 I E~1 Z L1Z 19IZ Z I t1Z I O�Z ll 81 I I ETIII LY 18 t 14 t 161: ( S I I Eli I t t I t I I T ! � 9 ra 1117 auu� IIIIIIIIIIIIIIII!IIIIIIII IIIIII! 1111111111 IIIIIIIII IIII�IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIII Iillllllllllllllllllllll�lill IIII IIII IIII IIII ���� iiiiluii ����,11�� iui 11111 11�� IT IIII IIII IIII IIII IIII IIII IIII IIII ll�: IIII IIIIIIIII IIIIItJ�� I r COMPOSITION SHINGLE ROOFING/ / A'RI Y WALL SHEATHING WITH ` ARCHITECTURAL WA!L TAGS BUILDING PAPER/ 12 AND GONSTRUCTION ASSEMBLIES 1/2" 055 OR PLYWD. SHTH AND WITH THE STRl1CT'URAL MANUR TRUS5E5 AT 24" o c 5HEATHI 5 H'^U ON BHT, 531. NG c �` LE GECRGE T. ROBIS G� PLYWOOD ! b \ I NBUL AT I ON BAFFLE 4T ",T•I IC NOTE: ACCE88 ATTICAr_Ef TO BE - - 22" x 30" MIN, W 30" SIMP50N H3 ANCHOR AT E/ERY PORT GRE , CLEAR A©OVE / � / OTHER TRU5g UNLESS f S(Q 1 / 0 0 0 NOTED OTHERWISE ON THE 1i2____ M ETA R b" :00. 0 STRUCTURAL DRAWINGS. OF � l= L COR'idE - - - r.- METAL FLASHING a o 0 ATTIC , GGE.85 TO BE- r" N :2" x 30' W, P'iN >O" CLEAR _ ..___ R-21 INSULATION \ � ABOVE. 1 WOOD LAP SIDING, - 1 BUILDING PAFEP' � j I 5/8" 2x6'6 4T 24" O.0 TYPE 'x GZ P. 5/4)K4 WD. TRIM BD I BD. i / i 2x BLOCKING SEALANT AT BUTT 1 JOINTS, TT"P. 5/8 TYPE x •tel P BD. - v, x 5/8" WOOD TRIM 2x4 uV. TRIM ADOVE VERIFY WALL SHE %TWING WITH ATTIC ACCESS- DOOR AND FRAME v / ARC+•,!TECTURAL WALL TAGS 1 CONTINUOUS / L_ BUILDING PAPER WOOD LAP SIDING! --- a� 1 NCUCQ FIRE RATED * AND Ur_AND ME• AL GUTTER 1x2 JUOD TRIh? Ati55EMBLIE3. 5/8" GTP SHTH; 1 ARCHIJECTS J "aND WITH TNF 6TRUGTURAL 31, `�\ 2xb's AT 16" OC .....�... ? LAYEQ13 r? e1 i 1 PE 5 8' GfF 5D. E}8 'SPE �` BHEATI•IING SCHEDULE ON \ - 2 x 8 FASCIA r 'I � _� '.; ,P / SHT 831 > ' I INCORPORATED, x G BD. 5 6 F;-YWOOD 1 1 7 ATTIC ACCESS 8 ATTIC ACCESS r4EXTERIOR CORNER TRI �� 3" _ I -0' 603-0:'125 �� 1 2 -m' b03-DO68 ROOF EAVE AT GARAGE F�03 G 24 �Ivy3 - 1' 603-D062 34 N.W. FIRST AVENUE 24 GA. MTL. BREAKFORMED Portland, Oregon 97209 RIDGE CAP - (503) 225-9095 � 5/6" TYPE xGYP. BD./ 5'8" TYPE 'x' GYP- NSEGI iGRFEN - - 2x4'+ AT }b' O.C. _ -- -------.__.__._. BD. i/ERIFY WALL SFJEATHING WITH ARGHITECTUR.aL WALL TAGS �•� i "-aND CONSTRUCTIGN SOLID BLOCKING - ASSEMBLIE'S _ SOMP ROOFING �/ �� AND WITH THE STRUCTURAi- - BUILD ".f" 5PER/ ' �.\ SH;NGLES �` E.HE"T1-iisiG SG"EDULE ON 5I-IT. BUILDING r APER/ BLDG. PAPER ���, = 53! 2x5�8" GYP:. SHTH./ E CAULK 1'2 ' PLYWD OR OSP 6'6 of 24 oz.53 - - - - SHTHJ � ��' COMPOSITION °vNiNCsL RO INC/ BUILDING jOAPER, MANUF. TRU5F ES \�, ?' S8 TYPE x I,'?" 0513 OR PLYIL'D. S+-ITN/ . AT 24" O.G. MANUF. TRUSSES ,:.T 24" O.C. .- r E TUB.•5H0WER �`'� A\ SEALANT I .•6 '1- iNSI;L_.:.TIoN BAFFLE FNGLOSURE TYPE METAL FLASHING --. I I � R-21 INSu-"TlON / 3 1�2" 5/4" WOOD r 1 CORNER TR!ri II ....__ ',__,_2x BLOCK' �. TUB/ SHOWER ENCLOSURE 9 RIDGE VENT DETAIL g CORNER TRIM DETAIL I � ' 1 r_�-- ---- 2x BLOCKING �.� 3" � I -© baa-D120 ���3 I I/2" I'••O" 603-D064 � 603-D06 1,' � CONTINUOUS K-STYLE A METAL GUTTER 10METAL FLASHING Zn I E - -- R-21 INSULATION 1 I - 5/8" TYPE 'x' GYP_ BD -- 2xd's AT 16" oz. 2" LIG+•JTWEIGHT CONE. - -.-. _. __-- 5i8" -y"FE '�!' GT"P. BD. - U' SLAB W% FIC3E 'ES+I _ i REINF=ORc:;NG,, 3;d" GYPCR.ETE' 2 x. 8 FASCIA - BUILDING PAPER' 5/8" TtG PLYWD. SHTH/ ____ O 3 \� R-38 INSULATION ., 1'2 AIRSj oOZE '4" Y" HTH / \ 2x10'6 AT ib" O.G. bLDD LAP SIDING,' - - E � .»Gx PL UJD. 3 . W ., 'A' SIDE EXPOSED/ s/a,, r PE'X" -- ACX PLYUID. WITH \ �O�•yy Q -T 74 " O.0 - - 5/8" 'TYPE 'x' GYP SHTH; -- iYR. 15DE x 'A' SIDE EXPOSED F+y .. 1x6'6 AT '6 ' D.G _-- _-- l SOL'G BLOCKING \• »' __.._ _ ---___- "uT SOFFIT TYP. -.. -� �- l2J LAl EFtS 5/8" TYPE 'X' GYP. b' - - :. .+• d " WOOC LAP BIDING/ ISD., (I) LAYER AT TYPE Y-NON o •. a" - .. .. t �-- -- -- - 2x!PR JOIET FIIE.�ATS.HL - _-J�� - -- BUILDING PAPER/ � RATED BLL`G. 9/8' 5YP51ITH� /D' TYPE 'x GYP,�AULR-21 IvvuLHTION VERIFY WALL SHE :TNIG WITH 'x6'6 t6O.G. B CONNECTJR5 COMP ROOFING BHINGLES R-?I INSULATION ARCHITECTURAL WALL TAGS .ND (SEE STRUCT.) �WQ� � BLDG. PAPER/ \ �--- 2x6 SOLD cONSTRUGTIOrI ASSEMBLIE°a, ANG> \\ FIREBLOCKING WITH THE 5TR11CTUR,%6L 31-IEATF41NG ? x 8 LEDGER --- 2" PLYWD. OR OSB 9►aT►+ SCHEDULE IN 941. 531 "!ANUF TRUSSES - ---.__. 1.2-2! INSULATION I A TUB/SHOWER O ENCLOSURE I/2" PLYWD SHTH. __--_ _. , . .- �- - AT 24" O.G. __---_--- _. J - __---- ---- -------- --- WOOD LAP SIDING/ BLDG. PAPER/ U I 5/8 GYP SHTH./ \ 3" ?•OUND INSULATION Q ROOF EAVE AT SCISSORSTRUSS - ---- -- 3" BOUND INSULATION 2x6 .� T 16 O.G.-- 1 -t _ __ � YERIFI' WALL 9H>=ATr-�!NG �✓ERIFY WALL SHTH. WITH -- 5/8" TYPE 'x' GYP. 5D..' WITH ARC+aITEGTUR.aL 3, 1 _0 E,4 ,4T CLUB#-IO1.18� SIM. 603-DO61 . p ;D 112'' RE5ILIANT CHANNELS CONTINUOUS 2x6 /r I WALL TAGS AND fii -- 5/e" TYPE 'X' CiYta. BD./ Ah?G«-I!tECTURAL WALL AT 16" O.G LEDGER �� r 14 0-84 f TAGS AND CCN°vTRUGTION CONSTRUCTION ASSEI"1BLIEg, � �✓ 2x4'6 AT Ib" o c.. / I AND WITH THE STRUCTURAL a59E1~BLIES AND WITH N •.'+ THE STRUCTURAL SHTH. 5i8" TYPE 'i!' GYP. BD. g:'8" TYPE 'x'_ -- SHEATHING SCHEDULE ON U� O N SHT. 83!. - SCHEDULE - - R-21 NBUL:"TION GYF'. SHTH. ,a TUB/!SHOWER ENCLOSURE WALL AT LANDING 16 ROOF AT EXT. WALL DETAILS 603-D122 V2" I'-0" 603-D©65 �3 1 1,2° I -0" 603-DO63 AT PARTY WALL WOOD LAP SIDING/ �_----.-._ 5'8" TYPE x Gl'P. BD - ..�. BLDG. PAPERS /� GO►'-1POg1T!O*I SHINGLE ROOFING/ 5'8" GYP. SHTH./ -- - /2 2x6`e "%T Ib" O.C.---- _..� ---- I/2'' DIA. x 10 AB6 at 48"oc BU� OSB OR PE'WD 9H4r"./ MANUi". TRUSSES AT 24" O.:. __-_-- 2 x b P.T. W/ BILL SEALER INSULATION BAFFLE reviskme: \ R-21 INSULATION 4" CONC. SLAB W/ 6x6 METAL PLASHINGs --� E--- - R-21 IN$UL.aTiQN � -.—__ x �-- - Wi,4xW!.4 WWF/ I I, 06/21/96 "} 2" LIGaHTWEIbNT LONG. \ - - 5-8" TYPE 'x G�P BG 5TARTER STRIP ---- / 2" SAND % 6 MIL. VAPOR BARRIER COMPACTED SLAB"w/ �IBER� TE5H /; p" _ /1 REIP6'�RCING1 GRANULAR FILL � \ I -� C � \ 09/30/98 .. BUILD!NG PAPER' \ T --- �,/8' TYPE 'X' Gti P- , \ i C.YPCRE E- - I I R-21 !VSULA'+TION "- -- 5D 3i4" AGY PL UD. SHTH. W, 5/8" TAG PLYWD. SHTH.; 'A' 81DE EXPOSED I"1LiAL FL",SNINCa 2x8'e AT '4 " OC _ CONTINUOU S I date: 05/9/96 SOLID BLOCK-TYL METAL- R BLOC-KING { 2),10 RIM JOIST GRADE scale: E AS NOTED CANG CAULK SIMP I.4AERs CONNECTORS -... . � I I drawn' f Ky WOOD LAP SIDING/ (SEF STRUGT.) -- - R-15 RIGID INSULATION BUILDING »APErAT PERIMETER 2 x 0 LEDGER - - - ' . _4 I T R ExTEND -- - - 2x BLOCKING -dub no: 9903 rn 5!8" C3YP. 5LITr••I.. 2x6'6 AT 16" O.0 �- ` 1/Z" PLYWD 814TI-l.- --- .4 HORI,.ONTAL Tl1B/SHOWER WOOD LAP SIDING/ "�='r-! - 2 x 8 FASCIA - --- - _ ___ 1 NGLOBURE 5 RE°vILI 'X Gl P. BD. BLDG. PAPER.' 5 8" TYPE x L__� T GH,A,NNELS FOuND•atION PER 5!8" GYP a1-ITH� i,� Ib" O.0. ( / - - 5/8" TYPE 'x' GYP. 2x6'6 AT !6" OG. -- -- gtRUGTUR".1L --- BG VERIFY WALL 614TH. T i __._.-_- 5/81' TYPE 'x' GrP BD l VERIFY WALL SN1H. WITH WITH ARC H'L W-aLL 3„ WOOD LAP BIDING/ gHEA HIrICs U11TH AIQGHITEGTURAL WALL TAGS AND - -. ____ _ `--R-38 INSULATION _ _ ._- �- - 'ACX' PLT"WG. WITH VERIFY WALL ®UILD!NG PAPER STRUCTURAL SHTH. TAGS AND CONSTRUCTION t CONSTRUCTION I NOTE: NG INSULATION 1 A' SIDE EXPOSED 5,8" GYP gNTH C2J LAYERS 5/8° TYPE 'x' GYP --- AT GAf�AGES 2x6'6 AT !6' C.G - - BD (IJ LAYER .Lt TYPE v-NON l SCHEDULE ASSEMBLiE9, AND WtTF' R-21 !INSULATION ASSEMf3LiE5, AN - -- I AT SDFfIt• TYP ` THE STRUCTURAL SJ �+. - WITH THE 5"�RUCT'L - _- -- --- - ---1 I RATED BLDG. - SCHEDULE I SHTH. SCHEDULE �� 5/8" TYPE 'x' GYP _.--- ------ (1, �' �, FOUNDATION/F'A'G. DETAIL 3 ROOF EAVE/GUTTER - IR-21 TUB/SHOWER ENCLOSURE WALL AT BALCONY , 3" !'-0" AT EXTERIOR WALL603-Di21 � 1 1"2 1' © MS'1'y6-0214 to ' {® I I/2" I'-C 231 13456 SW Hawks Beard -- 49 of 106 ...., '.YAW ..m. ... v.. ... •�, .,. ,.. .u..wye-u . ... ., w.♦ .. � •v.,.-x.f ,,•.. - �� .•n ...•...r-,an..i?W.�-11� T 1 I iT I I I I I i l i l l I I 1 1 1 1I_- IT 1 1 1 1 1 1 1 1 1 1 1 1 1 T If, IIIIIIIIIIIIII ! 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TRI::.D ,� PORT G, � GON W/ 'T' SECTION of 2 1,12' EXHAUST HENT C-T MET,4L STUDS BETWEEN W,' NON-SLIP FINISH 1`J�� G'r'PSuM PJNE _S �" ! / 4x12 FT jTRINCsER ' ���, I" TYPE: g' 5CREW5 AT 8" O.G. ` R-38 I EDGES :+ND i2' CC. f'1!DW!DTH / INSULA'ION --- SIMP. 026 i� SIB,' Tr PE 'X' Grp. BD �.�.-..-------- 8x8 COLUMN BEYOND DEAM - SEE 1 1/4" ID, STD, BTL. PIPE TOP RAAIL ----- �� $!MP H,1G8410 �� a � W/ (B�bbd .______.__ � --��,--_LCA,_.... � 34 SPOT WELD W 1� MESH VERT!CAL8 TO I - 1/4" ',:rELDED WIRE MESH SIMP, TA10. T1 P. ✓ER P`r (2) LAY JE" 5%8" I" FLAT BAR ----_�� WITH 3' CONNECTION TO PREC_'5T TYPE 'X' Cs• � BD./ SQUARE OPENINGS TRE<+D W' MANUF CO!V^IECT ./ ARCHITECTS MANUF. TRU56E5 1 1/4° Ip. BtD. SYL. � TO 4x12 W/ 1/4"*x311 L�•Cs BOLTS - -- At 24" O.G. PIPE 81D> �1L INCORPORATED r12 NOT USEDrs"� ATTIC EXHAUST CHASE PIPE S" x 2 3, W; STAIRS AT LANDING �4)3!e" x 2 3!4" LAG SCIlEWB ' !�" • 1'110" 603-0093 i 3/4" WOOD TRI"'' ------ 12" CONC. TRE-:0 W/ � 34 N.W. FIRST AVENUE NON-3L1P FINISH Portland, Oregon 97209 2x4 WOOD TRIM I _ I 51MP, TATO, TYP. 1 (503) 225-9095 ✓EIRIFY CONNECTION II TO PRECAST TREAD W/ �"�ANUF CONNECT I WOO': _P S!DI'v�s TC 4x12 W/ !/4"0 x 3" BLDG F' ,P'=R' L.1G BOLTS ---- - - 4x12 R 5TRiNGER 31411 PLYWOOD COUNTERTOP 3/4" G�"PCF�TE! 5.8 :hT 5�'F» �. 5/8'' TIG PLYWD, gHTH, 2x6'e , T Ib" OC I -+ —PLASTIC LAM. COUNTERTOP 7.x10'e A? Ib" OC.----� 801.10 BLOCK ENDS AND EDGE FACE FINISH , , /`-a AND WRcE xl G�F BC \` / .. SOUND / r- FLUSH WITH EDGE OF WALL NSu�.�TION -1 � 2x6 P.T. DECKING k ' BEY-OND � '� 2x8'e ATVDACIEZd,�C.C.---- ���--���---���;' I r � C ,. T �� 51_- ZERI"'ES RENO G NG' �, � � L \ ✓,:QDR B.=.BRIER! 3 a" 1GX �'L`WD SHTF; f 5/8' TY►'E 'X' GYP. 9rIT'H. - - . RAR io L-V'l AT ALL ' _ L N�35 T rT 5. 1 Ln in 8 0 f •- A- ,� - � * 3" L.+G E30LT5 TO Ex;=CE-ED E:,GES 2x10 WOOD TRIM ` s STRINGER AND 5'8'0 x _ .._ j. 4' Lays BOL'S TO GEGK -------� � ""-- ---- C;" r AF JOIST SPACE W• 1 BEAM SE f B 'vL WR 24 Ga. G:-.�✓. $�.1T, MTL. 5'8' T`-PE 'X' Cs`'P. BD. _- �' ! $TRUG-UR.:. ---- .� .. 5;8" TYPE 'X' GY"P. BC � � \ BATH, DRYER OR 1/2" RESiLIANT CFdANNE� ' KITG+-IEN EX�IALI9T VENT -- •�,T '6" O.G. 'x uJUC:. TRIM _-. � _ __ BE�:r_l SEE 5TQJCTURAL - \�SIMPSON HANGER5 KITCHEN COUNTER BAR g EXHAUST CHASE DETAIL _ 5 GUARDRAIL SECTION z TAIR AT LANDICQ S S N G - 5/8 ?Y cE 'x GTP B^ �• 1 I , 1'-© 6J3-✓092 Z 5/8" TIG P1.`r'WD. 81-ITNJ ` - �� -�' T1 4' I.D 5TH.. 5%, PIKE Q ix 3/4" GYPGRETg/ -- - � -- -- - _ AIL 1 x 1;4' S?�. FL.AT p 2xlm's AT 16" O.G. - -- __. ° BARS WELDED TO 1 Ii4" !.D. TOE' R.ai� j c�RE ExT''vG� Sr+ER G=•BINE? I" x 11411 6TL FLAT PIPE R.+iLS ON Q • VER'=- RGI.Cs4 OPE'NI'NG n / RARE 0►N EO RO IDES -� / _.. SACT ,EYED ;�;iRE ^^f=PIF• FCuR 5,DES I C ! - Ba+� r — i 11411 ID. PIP � J 1/4" WELDED WIRE ME5N -- 3" SOUND INE)ULATION -` � I `v - WITH 3" 50u,4RE OPEN'iNGS _-- � Q -_. 5/8' TYPE :r G`'P' Ea. PIPE ✓ER?D sTL.T!CAL _-- -� 2x4 WOOD STUDS 1 CONC 5L"e W r�- � W H AT I6" C.G. \ 1"ESW WITH 3" SG , � FIBERMES� REINF, •� -- --- I/4" DIA. WELDED WIRE f � I" IL. STD. STL. PIPE I i ✓JPOR ®.;RRIE�t/ 1�. I / 5181, `CY '�L`' 11/4" ID. v'. OPENINGS. t1JELGED TO r-4 BOTTOM RML e._ _ �� -E E WD. SH N ��.� 50TT011 R -� _. 5 L. �L.4T5 GRID TO RUN � V ! l v' SIG xF'OSEG: n' T, lil *- 2x8's _,T 24' C.C. �` "CRIZ .AND ✓ERT 5/0" TYPE 'x' GYP. BD/ 1/2 RESILIANT CHANNEL / I T 16" O.G. _�__ - 2x4 NAILER cv - i� --„--�— BAT14, DRYER OR K!TGHE'N \ 1- 1 IE 1/4" x 3" x 3/4' WOOD LAP SIDINGS/ EXHAUST ✓ENT __ _ - I r✓ �, BUILDING PAPER/ 2" x 3" x 6" BENT STL. \ lk 5/8" GYP. SHY;,.' PLATE W/ (2) 5/8" x 4" / 2r6'e AT 16" O.C. GAL'✓. LAG BOLTS ` � (2) 3/8"0 x 4' LAG 5CRE�uS - WITH WASHERS --1� EA:,`' - SEE �_� - -�, �0� 518" tYPE 'X` GYP E[� E' - .V�Ti7.l� 2x10 NAILER - I- STRUCTURAL �, INTERMEDIATE STAIR RAIL 14 FIRE EXTINGUISHER CAB. >m EXHAUST CHASE DETAIL a GUARDRAIL AT LANDING 3 SUPPORT MOUNT J06121 IPS. 1 1/2" + ! -C rbC3-DPS 11?�. I'2" = -©" 603-0095 ®. U2" • I'-0" 603-;:091 2 ' GONG. SL=AB W% 1 ,i4" I D. STD gTL PIPE r �E C!BERMESH REINF./ 1" x 1 4" STL FL•a B�.I�S BUILDING P-aPER•' TCP -SND SIDE RAILS % WELDED TO PIPE R�'�5 revisions: PIPE 9LEE'✓E W./ (4) 3/8"0 5 g A WITH MITERED CORNERS ON FOUR SIDES $IMP, x 2 3/4" LAG SCREWS ! •=' S!DE EXPOSED)/ ✓ERlr-Y" CONNECTION 3 4'-�'"` a,X_----- - 4'-P�" MAX. / 3TO PREC45 'RE..G i - 4r!2 P+ S'R'�irsEl� 2., �r.8.0 AT 24' O.G. --- - _.__� +� ,�,t W' ANUF CCNNEG 24 G.4. 41-✓. SHt. j_ - +� TO 4x12 w/ 1/4 0 x 3 _.. 12" COtiC. TREAD W. Z I i Ix U1aOD TRIM,' 2x�t // I LaG BOLTS ` _---.--- MTL. 1=L•ABN INC - .� �- Zx10 � � `* `(Y NON-SLIP FIN15F•I 24 G,4. GALV. SHT. i �_._. MTL, '�' FLASHING _-._._..�._ _ � i/4" WEL�EJ � i �Y WIRE MES: W!TN -_-_.- 12" PPEG.ac3T CO^iC 'TREAD W/ 3 SG2UARE / �� PLATE CONNECTION aNc $- ' ` EE date: 05/9/96 'NON••5LIP FINiSH --- "w' .��".. ..._.._' - OPEN'vG9. t t .UELD5 S T _ . S WELCEG _G gTL � � IN?ER!"IED;..aTE 9�..+IR R.:+iL - = S_,pPOR'r r"ICJNT DET. C,4RPET 4 x 12 STRINGER �nl r=LaT BaRS G�-,U;-._ f lC) r f 11" / scale: AS NOTED \ I r - - �.� drawn, CRH �--- --- WALK-OFr M,Ct .-' � h�I - _ � � I _. - � c•rl , �i / - SIMP. HL35 -- - ------ --- �/ „ u�p� , _ - - ___-_ - V.�. - - - �, � © job no: 96( �,� - - f --� 1/4"e x 3' SHIELDED L. 1 BOLTS OR EQULL R-21 INSULATION I ,>� - -_ � � , in GO+vGRETE >•i/$" Tt PE 'X' G?P E3C \� 1/2" RESILIANT ClaI-:NNELS i' I.D. STD. BTL. PIPE 1 }I AT 16" O.C. INTERf•^EDIATE AND I BOTTOM RAIL �_- NAILS - r'ER STRUGT. -- -- ---�- . --.---_� - --- 5/8" Tf"+`'E 'X' Cs'r'P. BD. -_ --- BEAM - SEE 8tr�1CtUR,[►L R-21 INSJLA.TION ______ _. ______.- 2" x 3" x 6" BENT $TL. 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HD —— (H HD .L 9 N Pervena ararthe oW 7210 (W) 2K-asn� 1 HD H HD .,- ,.�HDND � Vic GJ-+ALp + Y_HD 19 � I -_- -_- 1 � i I n IHCODE UNIFORM 8U1LD'hG COLE 1991 EDITION D - - �__ - DESIGN LOADS: -- - - - �1B/3A.��o." r I p I I of es« L_ I DE %_n LOAD - AS REQUIRED rr Iwo. L- - -- - - �, - I I I(9)� ( I I 2 A - - - - -I I , 2A I I I! 3AB J I I I sNL o�>D - 25 PsF so wow a' r — t>o Hoot t 1 I I I /n� 2 I 8 3 I IL"-"`- 2 I I 3 I I f.� 1A 1 L1JE 6-'SAD - 40 PSF FOR UNITS Lf.� '�- N - 100 PSF IN PUB..-IC AREAS ARCHITECTS -_ I 4 4 11 4 �' ' L - J 4 I I ° A. I I N I WIND LOAD _ UHC BASK WIND SPEED 80 MPH, EXPOSURE B I I L _� N t� a I i 1 SOILS 2,0 ZONE 3 INCORPORATE5 I �% �n ®J I I ` SOIL 8EAR1hG - 2.000 PSF PER SOLS REPORT I i I Atp-,, �r r -I q ri- I I II `'�� prRAR _ I �Irill - � r. I I L_ J/:.', �� L_ J �-� I I L ._r - I r I L MD CbNGRETir. �- �, I I I i-' �- - L R.EFEREhCE SPEC'FiCA`1Oh - ACI 301. PL.AhT MIX PER ASTM C94. I -`-, I I �'" 2 S T PENGTH - MINIMUM CEMENT CONTENT 542 SACKS PER CU YD SUBMIT Mi\ DESIGN I I Jill - J. I I I I i Fv FOF APPROdAL. �. - 5 PSI 28 DAYS. �P. _ I D A OOTiNGS !I INTERIOR SL Bs 2, Oo s D 34 N.W. FIRST AVENUE �. i II ! I ' ! _ _ _ .� _ I I I Q - r - - - - ( B. FOUNDATION W A�_S - 3000 PSI m 28 DAYS.r - - - - - - - _ 1 r _ -, I :' -"�-' - - - -ice; (I„�`} I C. EXTERIOR SLABS a GAR AGE BLABS - 3,500 PSI a :8 DAYS. Portland, Gregor. )7209 I I T I I `� I r- - - - - - -- - - , �" - _ ----�, --1 I 8 HD 3 REINFORCING - ASTM "615, GRADE 40. LAP BARS A3 SHOWN ON PLAN WITH MINIMUM (503) 225--9095 v I HD - 6_AP OF 36 BAR DIAMETERS . I ► ` ' '�- - - -- _i I I ! 'L' _ - - - J �'� 4 BoLTs: - - - A. AnCHOP BOLTS r;kSTM A3O7, I I I _ I I I eo•� I I r _ _ _ _ _ _ _- _ HD B E.\PANS!ON BOL-TS - MOLLY PARABOLTS. I I I I I I I `n I Nc J I I I I I I c I I i � R.E'NF CO✓ER - AS FOLLO'W5 UNLESS SHOWN OTHERWISE ON PLANS' 4 A. FOOTING CONCRETE PLACED AGAINST EAPTH - 3" B. 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G.9 GE'^A'L CUTS E NOTES ApPL� TO B. PERFORMANCE 9,ECQUiPEMENTS - PROVIDE WOOD TRUSSES DESIGNED AND A"" UMTS OF THE SAME TYPE FABR!C..TED "O SUPPORT THE LOADS SHOWN ON THE DRAWINGS 'WITH A TOTAL Q C -CAD DEFLECTION LESS THAN L,'380. PREFAB FiL6-ER C SUBMiT'IA"...s C a TRUSSES m 24' O C. J STRUCTURAL C,:._CUI._r•TiONS STAMPED BY Ari ENGINEER REGiS"'ERELD iN OREGON AND Z PREFAB ROOF I SHOP [U)Ro:hWiNGS SHOWING AL_L- FABQiCAT1ON, ERECTION, GND INSTALL-ATIOh DETAILS. 5 GL_JE LAMINATED BE!,MS - DOUG,_AS FiR, COMBINATION 24F-V8, FABRICATED WITH WATER FLX TRUSSES 0 i4' J.C. PROOF GL-JE, ARCHITI<C-URAL FINISH WHERE E\POSED a INDUSTRIAL FINISH ELSEWHERE, 13 '4 6 S. ALL BEAMS a GIRDER TRUSSES TO HA`✓E SOL-ID STUDS OR POSTS FULL WIDTH. Fi-1 hr 13 4 6 13 43 '� 4 4, E\TEND CCNTINUr)US POR FULL HE!GH" DOWN TO S0�'D BEARING. PROVi✓E SOL-ID 4 4 -4 ^4 4 FLOOR. B"OCKING 1."S REQUiR.ED. 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D 13� `;y� Sa _.,' i W CO'`+C S",;&B-ON-GPADE v PLACE O✓EP 6' MIN CCMPACTED GPANUL.�-.P FIL_L_ PEP SO4..S REPORT w ✓.B PER •117[H I 1"-9' 14 13'-4 1/4' 13'-1 1/4" 14 7'-5' -1�s' 24'-11 1/2' 11'-9" 13'•4 1/4' 13'-1 1/4' /. t L_ LD G � G / J / ."s--- SOU nA ­7 10 CQ �: DETt,'_ C'�TS � wr�TES iYrrat„`� T'C OF THE S;-YE TYPE O --- ----- zip Ew`HB p OCF M••i; � � � C) r 7 us ^ v G'pGEp P"Sy _ - w'��� GIPDEP 'PIPTz --f— F r . o I,1 -• ILL- F-- 3 , a� \ BUILDINGS L G/J/S A ,2arr� 4r r FN & ROOF I � I .,�. I FRAM I NG v � �� - - -� i ��.�-fir: I PLANS � I II II II _ __ I U p ''_' _ �� : �t-' 'r __ --- - ---- _ - - --- - --- revisions: V2 4VC UETN'L PE=EpE^+CE .., 3•4E,AR wA+L�. PL=R SCHED b r - .4\72 __ - 19 S t✓ '"R�SSES I L '4A Hr, Z4,1 PRsE4__- O G I I _ -_ - ��OOP �O'ST a POOF TP�.SS �\ O wD HOLDOWN PEP S►4EAP r .__ BEAPItiC� wA��S HJ RAR05S4 PCOF TP�SS ✓�uL�EC= aPEHS �D I1PAHD OR MST HOLDOWN PER SHEFA.P ►BALI_ SCHL=D I F I TYPIC;A_ POOF SHEATHING date: 05/09/96 "42" PL`s w 8D m 6' O C. 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UNITS OW THE SAME TYPE 7-, O t TRUSSES ® 24' O.C. a I O PREFAS I'- D�1F O A �- TRUSSES ® p, W o ' SIM O ry E-� Z 1 11 (� —_ {QJSS, 4X12— y GPr.�EQ TRUSS 4x12 _ O 717 44 � a, `'' � t I � � (-"�� � I ti. �-� ►'-,~ �' � � �" E I I 3 4X12 14 2 II .ECGEp C �f 4x 2 1'14 2 I -1 _ S t f I TYPICAL. RCOF SHEATHING: �� O .r 'a' PLY W/ 8D m 6' G.C. EDGES !E 12' O.G. FIELD C f;,tRCEia G'PGEP, TRESS i _ - - �� --- - - -- CDP LEGEND - Bj_�ILDING M 1 [ II II I I II y DETAIL. REFERENCE SHEAR WALL PER SCHED I FN U �c ROOF 4X^2 I 1 �2.L — - SHT s� FRAMING J SPEARING W LL. p ` ,; I 1 5r � " 4"2 2B �. 5 L4� W_ I ---j - B Ri`{Cs A S V H R SI-,EAR . PLANS FLOOR JOIST g P C F c- I I - I t ~ WAOLDSOCHEr- S•„ �! i II t I _ II I I ,�, ,C ROOF TRUSS VAULTED AREAS HD MPAHD Oa MST I-+OLDOWN PER SHEAR II IL r-A is GF I II _�I _ wAL� SCHED revisions: 0 (� COhC FOOTiMG PER SG+-+ED MS'' r+OLDO'w'N • IST FL-R W/ MPA04D 0 I III I HOLDO W N a =OJND W ALL 8/20/88 N I I ( I a _ ---- 01 �TIW �E� file: RAR05S7 L 4\12 I I �, j L 4\12 I' I w I I ! _ G1RCEp TPuSS - G1 DEP YRiSS- - _ MARK 8¢E REM date: 4X2 Scale: 1/6��=1,,0„ I drawn: DJH job no: 9603 �4 �M DETAIL CUTS A NOTES APPLY TO ALL UNITS OF THE SAME TYPE 197 MST96-0214 to 96-0231 13456 SW Hawks Beard 57 of 106 ... .i��'s'T`:. ..�^'3y.r!+e+•ma�s4...-,gym -,►-.a.; .. y r : ... :.c.:'Y.^..i9-1�t'!-,,,."rfF.�lpts • �h Ilr SII III `111 111 ill I I III I_l.I. l�1 I VIII III Ijr r�t1111 111 111 I r 111 111 111 111 III III III I I III III 111 11Q1 111 ��� 1�r tJr ��� 111 ��t III III 111111► III III 111 I I IF THIS DOCUMENT IS LESS - --I1__--I--I ( �� �� LEGIBLE Tiir",N THIS NOTATION, tr IT IS DUE TO THE QUALITY OF _ No.7e ®r';x�-' A-7jusiTHF ORIGINAL DOCUMENT" --- -- - --_ - — _ __ _ _ e Illl llilllillllllJ83 I�IIIIIIIII�IIIIIIIII�II!11 1111111111111 IIII1IIIt1li,"ig,I�JIII IIII�IIIIFi, Tii, l�llll�llli Illl�lllllllll�llli illlllls lllllll��illllnli iull ill1ll� III111111 IIIWII PH�r ,si, GIP6 i� r � Y -jI~ 12'-51s' 12'-C 1/2" 12'-O" -612' 8'-5 1/2' ---- --- _.__— _ JECONLEE 6\ G rL• 6\ HGr h\e - - — — ENGINUIM INC. 8 r_ _ r- -- -� a c 1 � I � � 1304 sK wm. ear. r' F.w.n4 Q 97211 � �v (aril 244-0579 + Lu CID ^ ■I it UL1Y ; — --_— - - v - I Ir - L r - - -- - �I I n e �o nru� �c - ---— 11 _ — ��4 i 1 B 3 A,r�w�a rB i -_ - - r ��© /'1�kr hucw lol rn , L{7 , I �a I/ ! 3 Ayo�cw _ I (' ` I I r w� P 6 1 , — �, U I I UO u� B -- \ ARCI�Irl (n U 66 L J n r d XR M U F+ m 0 1 It) "' (��� �1 �' I I �+lr� O _I J l/ �) I I �7 (� (� I I f1 1 1 i I U 1 I I U '�u� 1 +rO wa III �� �7 I I I INCORPORATED ED 0 0 r �1 i7 p I I r0 0 C) w�. (J (9 ro pt/O I -L. I N�p H �� P I - - yro/ B *ro .f I X• ro �, -� �� I I + ?�/ �- �i 1► U I I iy r r ,u ' „ f 'I ,, �n<A� `� 34 N.W. FIRST AVENUE Portland, Oregon 97209 - - — I I -. -_ _ _ _ _ _ _ _ _ -- - i'� II 0 ( 03) 225-9095 I I G - - - J Ln ZD I ,I I I I I -J HD -a I I I I I I i t I I I I I I I I I `i� l I f - I I I�1 HD I �� 43 — i I I i 13'-1 1/4" 13'-4 1i 4" 11'-9' 1/2' 4'- 112" 7'-5' 13'-1 1/4' 13'-4 o L9 E. DETAIL C..''S A NOTES APP-y T^ ---EP. ALL �''i!TS OF THE SAME "YPE TPI,SSEa ® moo" c7 A TP uSSES 0 24" O C x O � � � Baa W JE - -- - - --�._ a 4X12 I G 4X12 GER T USS '+\' jr C��2 .� 43 B t.�i IaD I N S / _EGGS ' II 4\'� 4 12 4 I .�1\'2 \� -� AV^2 4V" 134 C & F IST FLR r �- `Q II -- — NG/ ' -___—__ _ __ --__-___ _ FRA I �!M =� _ i� � �I _4 " � `` I I , y ._ G� API-�1C 1...�GENG --X T ROOF I Gov Et? TR�,SS - I - _ —_ I F D & T\ I II � ED DE't+',_ pE�raErvr..E o c -~ - �— _ I I - SHEA, wA�,.. P-R SCHEC � SHT. S4 I FRAMING A_$ pp'? 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P OOF SµE,:--HANG. _ ,z, P�,r w 8G • 6" C.C. date: 05/09/98 ICY-- a EDGES 2' C.0 -- ,- `�\^2 II I �� � I '' --- ---`-' _ - scale: 1/8"=1'-0„ T T G1 CER �-p�SS rZ/Vmn dra.ww DJH 2 MARK 91ZE REIN. ------ 3.- (A) -G'\2-r'\'O° ,.. rr4 F_ n � y job no: 9E03 - 3- 4A4 ..'`1'Ts GF T64F S4ME "'`SPE 8 • MST96-0214 to 96-0231 13456 SW Hawks Beard 58 of 106 ., ., _. __..._ M+�.-F-.......,�..�.,_.__..----_.._,_.�... ... �-��......�I��wn�� .-_._ . .INIIIIrMI11rM1■1, .>. ,..,,� IF THIS DOCUMENT IS LESS �Tll�hllllll 1IIIII11111III1 IIIIIII IIIlI I IIIIIII �11I1�TIIIIIIII 1IIIIL IIII1�1 1111111 III III IIII I IIIIIII' IIIIiII IIIIT�I 1111 1 1�TI1�1 1�1 I�I III , III IIIIIIIE11111111111 LEG?BLE THAN THIS NOTATION, � � 4L 01� —__-� _1 .— IT IS DUE TO THE QUALITY OF - - No.3E jb'�f" THE ORIGINAL DOCUMENT. -- -- - -- - -- - --�-- — £ 8 L 8 LAS 8 L 6 Z 1F�L I I I �- T� 00� 8 i I B t G T 9 t �T I I tb�t 11G i �t I i t ' T I �i � j8 I �1!11T,1111*1111 � 11 Li�r� T� IIllI �IIIIIIIIIllIIII IIII I,II IIII IIIIIII ill o�I IIIIIIIII�i�lll IIIA �IIII�IIII ��II�III ���IIIII II c Jlf 2' �. 3@'-2 38 b __ 3b 8 39-9 13-Q• 13'-O' 2 z 12'-O 1/2' 12'-O' 8-5 1, 2 12'-O 1 �" 2-O" 8'-S �/2" 12'-81:' 13'-O' 12-212 _ . - -- - -- - - - - - - - - - - - - ---- - - - - 4� HO - H - -- 6�5 `9ti X10 bXb -� 6\8 _ _ 9 p _ _ 6\n. 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I 1 - i. - _ - I - _ -- - _I ` _ - - _-- _ -_ - - - I J c;► I � - 1 1 � I _-- _ r - - - - , ,� - - - - — I _ ,�� �i INCORPORATED _- I - __ c I I ( - - - I j I I I __J -j `4 I I _ .J J I I ^,, , I I I 4. 34 N.W. FIR5T AVENUE 21 Portland. Oregon 97ti0A (503) 225-9095 L-3I rIj JI r- r Y -I __- —rHO ,• NO F ND - HD \ND�r71`� - ND ►� HG J\- H H HD I I I 9 10 13 I S 10 73 4 44 4, ( 4 1 I F � I i I O m s. r I I I • �� I S 21'-O" 2-9 3 13'-4 1/4' 11'-9" 2A-11 1/2" 4'-11a' -5' 24'-11 1/2' 4'-112' T-5• 13'-1 `' 13'-4 1/4" -- - -- -T_--_.._ _ -- - - - -- - --- _ 11 oq NOTE: NO GARAGE_ • L- �} f,,� LJ I �'�'"� 9i_0G E / � Lam- E G .-3' � 1 T 1 FOVNL/ A71 �� � / 15- DETAIL- GUTS IL NOTES G PPL_Y TC .p ALL UNITS OF THE SAME TYPE cO ---- PREFAB FILL-Ep PREFAB ROOF P-SSES V ,s' TRUSSES • 24" O.G. M O 14 � 4>t12- , GIRD . I TRUSS - 41\ 2 ^2 _ _ ! 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W05S9 i 4 --- N — -- GP 4PHIC L-EGENG -- — - - - p date: -- -- 5-+E.�P we..�L_ PEP SGr--+EGA Or. �'_ pEFEREti E _ - SH" S4 scale: 1/S"=1'-0" FL.00 JOIST a FPOC,;- rRu3S BEARING WA LL5 HD HO►-DOWN PES SHEAo drawn: WH WALL SCHED � ROOF TRUSS vAUL�ED l,AENS MPAHD 09 MST -+OLDObvN PER SHEAR jc,t, no: 980;3 'HALL SCHED — �-----• PREFAB F'LL.ER I -i RUSSES 0 24" O.0 CONC FOOTING PEP SCHED `4D MST HOL-DOWN • IST FLT' W/ MP,^.HD i HOL.DO4N • FOUND WALL 11 DETAIL- CUTS NOTES i,QAt_-y ',� MARK SIZE REWF - -L6- UNITS OF THE S.-ME TYPE _. . .. -O'X1O' 3- tt4 E 3- n 4 E109 ' MST96.0214 to 96-0231 r 13456 SW Hawks Beard 59 of 106 I I 1 i l l l I I I I I I I I I I II I � 1 1 1 1 1 1 1 1 1 1 1 1 l i l I Ill I I I I I I I I I I I I I I I I Ill 1 1 1 1 1 1 1 1 1 1 1 'X11 r 1 r J 1 1 1 , IIII 1 I 1 1 I J I I I..,,,I�. .-. IF THIS DOCUMENT IS LESS TTI I { I III I { � I { I I 'I I I 1II III II lI1 III I ! 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NA1L11�G ® 0' "L- EDGES ff FIELD (U.M.O.) r�C�LDOWM (EA EMD) _ SHEATH'^ IST FLOOR- 2MD FLOOR 3RD FLOOR SSMT 1ST 2nD I I t- - �- / ( E*4iE3 -� FLOOR FLOOR FLOOR 4 hAt`1MG I BL.KG hAiLtnG BLKG NAILhrG I 'S._wG ; STAIR STRINGER 9 BASE 1i G.5 V EX" SIDE G" '1 7. O C. 11 GA. • '7' C.C. I / ri YES I NO "'�'^^"' i "^pAHD • 1A M$TA3E� • 1A � \ Q O CONN PER ARCH- // OCONLEE Y S'DE E D ® O C I 8D • '" G.0 Nr ENGNEERS, INC. uwa s w B.r tha to 0 •r �� I I I �.. I L \ / ,,and9, Or9gon 971, (OOJ; j+4-0579 ^1 . . E>t SiDE 1' G.. ® -� O.C. GA • "' O.0 G S. • ' T SIDE 6D • 4' CC "F 5 6D • CC, YES GS • ell r' I I 1 �3 G.B. E S'DE 6D • O G YE3 i 6D ® 7' O C YES 6D • 7' O.C. hG �pAHri • 3A MSTA36 ® 3A 24" T —' ;, OF HALL 1814 CONC FTG W 2- ii4 --- • F . G BARS _- - x4 ''EATS 24' _ N 1 'z. F''_Y OR OSB 8la s 6" O.0 EDGES I' ----_ ------ •• r -, OSE SiDE OF w A_� it 12' ;;,.0 F15-C.) YES MPAHD MSTA36 �. -_ ___ ----- -- - -- - -- -- ,'�k lJ H I T E C T S 6e GS, • E\T SiDE 11 GA. • O C YEs ^ GA ® 1-0 C I NO I 12' 2- 04 +e G B. • 'NT S'GG �aD • 4` C C I 6D ® 7` O.C. . _ 1'-6• -- - - -�/ ' INCORPORATE 12" PL-Y OR OSB 8D • 4° CC. EDGES I YES 8r% ! 6' O.C. EDGES YES I ^^� =,�+G MST436 ONE SiDE OF �' �� g 12' 0 C FiE�D 6 /2' O.G. FIELD ,1 -�- + �) r^" ' H - - -- -- _ - - --- ---_ _ --_ — -- —__, c -1- Y 0071NG STEP I TY � ST4-I 36" G.S. • E\'-. SiDE 14 GA. • 7' OC. � - , , c -� = ^ �' x SGA'..-E: � s .-� SC�.L_E. SGS-�,LE: M.T.S. S�{ I " 6e" G.B. • iNT. S'GE 6D • '` O.C. YE :34 N.W. FIRST AVENUE PLY OR CSB 80 a 4' OC. EOGES 80 • 6' OC. EDGES D MSTA36 - Portland, 4cej,un 97209 ONE SiDE OR wAL-.. 4 12' O.G. FiELD YES E 12' O.G. FiELD YES (503) 225-9095 , As' G.S. • EXT. SiDE 14 GA. • 4' O.G WALL SHTG SER E- ---2X S'T'JD WALL de" G.B. • iNT. SIDE 6D • 4' 0C. YES _ ___ _ _ • .6 O C. SCHED r _ 12' PLY OR OSB 80 • 3" O.G. 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I 1'-4' � -�- f � Gf-�1'��. r�G E NOTES: _ _ l 1) GYPSUM SHEATHING CONN. TO BE 11 GA. X 1 3, 4' LONG \ '/18' HEAD N41LS OR '6 G.L X 1 3/4' VrAPLEg � '- � r �� � ',�..� --1 E�p T�� F O�T,�}� ?J yx^ C C `✓ C � 2) GYPSUM BOARD CONNECTORS TO BE: OO `� L �1 5D COOLER NA1L-S 0 12 MATERIAL- " " r c� T -- . SCALE: 'i 'f -O J-=+•. '" x SGAL.E: 6D a 8D COOLER NAILS • ae' MAT�RiAL. -END OP WALL �-' �..� 3) PLYWOOD OR OSB CONNECTORS TO Bt 8D COMMON NAiLS. SECTION OR 0 SiDE JAMS OF 0 4) RCFER TO ARCH FOR WALL SHEATHING NOT NOTED 1N SCHEDULE. OPENING ~"� W 5) UN,_ESS NOTED OTHERWISE MAXIMUM CONNECTOR SPACING TO SE- WALL WALL BOARD - 7" O.C. • EDGES a FIE.-p i I WALL SHTG PEP O PLYWOOD SHEATHING - 6" O.C. EDGES, +2' O.C. FIELD ( HD HGLDOWN PER 6) wHERE iNDICATED AS YES, SLi<G iS REQUiRED • ALL EDGES GF SHEATHING SHEAR WALL SCHED 'W SGHEC E ---2X6 STUD wAL_L A CTSK THRU BOLTS TO ® 16" O.c.. �..e-.1 ►�+ p"' 'r,� DSL STUDS P.T. 2X6 W/ 12'IPX1O' wI S"—G PER. � O E� 1- ANGH SOLT • FOUND A.B.'s • 48' O.C. W/ SC�-+EDIJ_E - - R.ERER TO MFG FOR -it4 m 18" O.0 U Min 2 PER. SECTION- - _ -- 2X4 P T SOL-E. 2 W:.' R• y SIZE 6 QUA14TI -Y OF SL-45 PER 1/54.1 m 1- �� I ��T - 145 PCw� :)Ep DRiVE^! _ _ SIDE • 7A/54.1 -- I / 2X4 STUD WALL FASTENERS • 15' O.C. � � O � PROVIDE EDGE BGL S 4' CONC GAR AGG r NAILING PEP SC-ED , SAAB • 6" O.0 - • EA STUD Y - I all WV1 1 �4 � LLW — - ------ ' -- - I- - - - I it II o FOUND N I I I 4. i WALL— 04 • 49' C.C. 2.4„ d' GCDr~c PLP S, AI5 HOOKS • COR'�EpS -� 7 ].OUNDATION Z 4 DETAILS A l I I` ;f" A, INT tiv ,� L� r-o� • �� 8 TY� y r���+o >� G A S 4 C - 1 S ALE: � '',_Q � �� ., SGHL_E: �' revisions: - T2X6 ST•17 WALL • '- �/-' -- -• _ MpAHD HOEDOWN TO 8/20/96 I DSL STUD ^ 18" O.C.. • 1 & 1A/54,1 f� WALL. SHTG PEP. -_--- WALL SHTG PEP SCHED 2X4 YSTUD WAL- • �CHE:.ULE ----- T CONN V P Y W ��. vvA�-�.. �,..+-'G PER SHTG -.-- - - - 16 O.C. • 18'Sti.1 I SGHEDUL.E-- _ r� 2X4 P. SOLE C w' --- STRAP HOL.DOWr; OF �- 145 POWDER DRIVEN CONN DIRECT TO STUDS 1F - -- - ; SHEAR 'vvALL SCHED, TO DDL 2X4 STDG PARTY P T 2X4 SOLE R, / FAS"rEi'lfEPS ® 12' O C FOP 'TENS NOT NOTED I �AL�-- SHTG 1S DRYWAt_� DOUSE STJ�D -' r , � /'-----_.---- � �X6 STUCK `NAL` 'J• NOTE: - - -- ,2X6 P.T. M"�.�S' L '� z � ^6" OC. • 3A/54.1 SEE 3 831 PROVIDE SHEATH'G EDGE -- CC"in OVER PL.Y wAL-L- SH"-G; file: RAR05S41 WALL- • 18" O.G. ---- - -� / .145 PO'�r'DER DRIVEN X10' A.B.'s • 48" O.C. P Y 2X4 S'T JD WALL • i NAILING • EA 3iDE OF �9T1 Pi=Q 4' CONG SLAB / AS E^►EPS • 12" c,.c. _� NAILING - ti- .---- - • w MIN 2 PER wAL.L 46' O.G. • 3/84.1 - NAIL ING EDGE DBL STUD W% HO�..DOrvh NAILING PER SCHED j elate: SECTION • EA STUD _---------- - - I _ scale: i 1 `��._ drawn: DJU 1 24" r- -� CONN Dip EG Y TO STUDB - I job no: 9603 IF 'r�.aL.- SHTG �3 DRYWALI- .___ttd • 48' O.C. -#4 • Ie' O.C. W/ 18' #4 CONT W/ 18' HOOKS • CORNERS SEE 3,83.1 FOR. FTG HCOkS • CORNERS - - El R EINE + / -1- 04 CONT W% "'3' T.O. FOUND L J i0 • __ _ HOOKS V CORNERS WALL 6" 6' 6' �.. _ _ 8" a � i 1-d' 5�.� '• MIN •-D -- — -- �r YR ExT �,�c.�� you � WAL_ lr7; TY� PAP TY �� AL_L_ F= 7 (5 TYR. 7NT. BP-,G wAL..L_ F Tom. Y� !�'1� a HCS oLr oW ����+ �,� : L_ L_ STRAP �+oL". o J�j x SC0IL_E: 1" - .`7�. SGAL-E: , , -`�' � 1 SCAT.-E: �" _ , _O" rj� '� x SCALE � , _ _O�� ? x S�:G t_E: 4ol y MST96-0214 to 96-0231 '3456 SW Hawks Beard 63 of 106 41' 11' , IF THIS DOCUMENT ISLFSS �� VIII III iI III Il ( II 1 � 1 lel I � 1J1 ISI ISI I � ISI IIl 1 � 111 � �.,11 � 1 1 III IiI LFGTBLF. THAN THIS NOTATION, 1 I II I 4 6 I I S I :71 " �b I 11, I 1G ___ -_L__- _�____ _l___ 1�__ 1___ 1-__ 1T IS DUE TO THE QUALITY OF THF ORIGINAL DOCUMENT. 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QUALITY OF - THE ORIGINAL DOCUMENT, --- _ �._. - _ I�IZ 8Z+ LS 9� tilill, U7 8i _ 91' fli1111191, II �8 I � I � IIiIIII IIIIIIIIIIIIII .III IIII,I�,I IIII�IIII IIII�IL IIIII�IIII IIII IIII IIIllllull IiII IIII Illllllnllu:,lll111111 lullllllllu) 11111111 Illllllllllnl llllllllll11 Ilii nll1 IIII IIII IIIIIIIII.iIIllllll II IIII ulll 9G • 6" OC - - - - 2X4 SLEEPER PH / -bD • 6' O.C. -- --8D • 6" O C - 16D i F-1" TRUSS _ _.- L G te �• � �\ - - ^2' ROOF SHTG ---'s' POOF SHTG l / . �\ ` -- '� RJOF SHTG I _- - 000 Ir --2X4 EDGER W _ 2\4 _EDGER Ar WA�.L SHTG PEP _ / 2- �6G • EA TRUSS, I 2- �6G • Ea TRUSS - � �e • BLOGK'G $ a6G • C) CONLEE 8' OIM C. TO RJST --- ---- ` 2X10 FLOOR1 '/1J / 3LN �NGENGINEERS,NEERS, INC. JOISTS d0fulu III CJ // Portland cNegon V210 (503) 714-0679 T I A POO RIM JST - ---- \L / I XR' - , ''` -___ I _--_,_ -`-••-_., 16D TOENAILS -- / j 2\10 BLOCK'G PER ----- -- Z\4 BI_-OCK'G W, A��l-J �� 1 1��. ►_l ---PRE=.j3 �:.,,.."EG POOR L pAEFLB /.:._TEC P_-OF 1 ,842 16G • 8' O.G. YQ�s�, w HNGR PEP -R45� _NGv PEP INCORPORATED YFG �'FG 2\6 STUD WALL PREFAB ROOF TRUSS 2x10 1`EDGEP w • 16` O.C. 4- 16C • E.=• -'p�53 �J` "�,' -- 4- 16C m E.: TR„SS -- --2\4 SLLEpEp w 16:J m Es. TpuSS 8G ® E' OG �� .,AGF_ R 00F= `0 U�1T WALL. 2' P OOF SHTG _\ x � � � ��4 N.W. FIRST AVENUE - ;�4..3 �C�L-E: = 1 -Q Portland, Ore�gen 97209 ( 50,x) 225-9095 I POOR BM T•�Ep PLAN �.� '� bD • 8' G.C. I TO WALL E,:. . ., END PER. -IO/S-42 \JI FOR. ITEMS NOT NOTED I SEE 2.,54 3 T PF'EF:-B POOR / --- - - I PFO VI.GF Bp AGING F-� PPEFAB ROOF UPSE _! 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A 11 ,I -•..i "~ ,.. -"� / , it - i -� ' �1 ri ---- 8D S 6' OC ' 42" POCF SHTG 12' ROOF• SHTG Pt?EFuB ENDWALL revisions: Tpu53 +2" PCOF SHTG __ --_.— __ y /- r_ ppEFAB POOF --- _- PR PAB PUSS GS ®L4, POCIF -- - --- - __ ".` RGOF SHTG 8G �, OC --_-._._____ --� TPUSSES 8D m 6" O.C. T F bG • 8" C.C. - ----- / r O/SCP-:,^+G ff F..3CIA _ -- - - _ _- - \'� _ --- ------ --- 1 EP ..:11CH C __ _ 2X4 �ECGER 'w 2- '6D _ .-.~ r. 2\10 B"OCk G ' � I • TPUSS VERT3 - i pile: RdR05S43 2- 'SD EA E'`G _ ✓EMT HOES PEP '�vJJ 1E:� s I I p pp-PUSS 0 1L5'E PEP T --- date: 05/09/96 . PCH --_ -__ _ ` / i -noEF�B POcF --"'pEi=AB 648LE ENG PEFA6 GABLE ENp - -- - `"�' r-h0 `JAULT�m 1G S3? 8` C.0 • GB-.- � — ( I 'puSSES � Wf•_-� TR _S A4LL TRUS 1 S W 8 54,3 • 4A. 543 TPUSS SET 64•SK '2' I I I I UJ '16D TOENAILS • 8' G.G. scale: 1" 1,,0" _ 1% 2 P,-Y F .. L_F.p • DBL R _ � _ - - -- -__ - - �- m 24 S4,3 -- I Xr- K 2X6 CONI BACKING DJH AI SHTG PEP w. 18D m ^6" O C. 160 TOErIAI�S I -- -- `- PPEF,4B '✓�•.,_TE,'7 SCHED T'G DB�. R. � �/'�� 8' O.C. I i job no: 9603 Tav55ES SEP AL.-ti I C;✓EpHANG a FASCIA 1 11 w 2-• 16C 'ID G8� �. 2\6 STUD 'WAS.;.. � -- ------ PEP ARCH 1 / I ® '18, - 2\4 Bl-OGK G w x I H3 4NC HOP / 1 I • 49" O.G. �_�-p•. oppF 31-+T!; � � _ --- / `I \4 _EGGEP w' Z- 16D 2X4 bLKG PER WL"LL SHTG PEP ,-a - 4\12 HEADER • CPNGS E. - S'%D • 2D :64 3-� �- 2\4 BLOCK'G • 48' CC. 2X4 BLKG PER -_-J SG ED - _ w E^(D BW CONN \ /1 +v 6G COOLERS • 2''54.3 2:'54.3 - --' PEP 11 S42 � / I 4" O.C. TO GYP BD it WALL S"-G PER 2\4 CON"' SPACER I —2\4 �.r�1tiT gpAGEp FC'7P ITEMS NOT NOTED '8C • -PUSS E4 w, 2- 16C m 16" O.C. WoI SHTG PER 2- 16C m 'i5" C '1 I 3C+4ED- AS SHOW►' SCHED } AS SHOw� SEE 2 54.3 r` 2\6 S" uD �+LL f �, f-� " H \ I END 9 m DBS.. I. • 6 O.0 ^ . �. .__ / �I 4\12 HEADER • Op,+GS S 4. _ .. '�..� J .3 DBL 2X4 POLITY — -- '� a rjSL- 2.\4 PARTY }�-� \ / /� + Ix { - PEP w E11 SA BM CONK /` �j i WALL • 1E" O.G. L-- I L- WALL- • 18" O C ENV W 4 1 L- TRUSS C� ` _ ; 2 'A L 7 p U J S � E ,�T / .may ;�. �. � � T t la � � �, �. r� C�� O R TY 1�/�,L_L_ �J�� rU >± � R-TY W4L- i. 5 UP'�1T 2E3 � _C-� ?M k3U �' -°OIJT 54.3 N �� � f _� ��.3 . c S,4 3 scALE: �° , - � -. _ S��L.-E: SCL.i._E: 1" T-O° SCALE: 1.. _ 1,_0�, ��.3 x SCALE: 1Ir �1-�11 403 MST96-0214 to 96-0231 x = �J / , `1 13456 SW Hawks Beard 65 of 106 1F THIS DOCUMENT IS LESS � ilr?ll Ill f11 III III I I ill I�I-III I I fll Ill Irr r1-t rl► tlr 111 I 1 r1r X11 i�I rli III III III I 1 111 111 III I 1111 T�1 111 1 1 T�T 1-11 111 1 1 III Ilillll III III 111 1 I ' LEGIBLE THAN THIS NOTATION, -_I 1��___.-.�_ -��I_._-I-_�_I I i4 i 6 i I �1_ � , � 1 �b 1 1 1 1� i 112 T T + ITY OF - -- -�- --�---� I IS DUE TO THE OVAL THE ORIGINAL DOLL?IENT, --- --- -- - - _ - T Iw_a° S L 9jZ� tL O��Z �8i B�t Ll 9t 9t ft i11111 11911 11111111111111111 t T 6 � I L 911111111 9 I 'I' �IIII INlllll�llilllllilllillllllllAIIIIIIIIIIIIIIIIIIIIIII IIIIII� IIII�I�II Irlll!III Illillllllllllli VIII IIIII�►�� IIII�illl lili�u illln111u I 1 ����il�� ��������� IUI��II�fll��lll�� u1l,liu nii1111 nni 11 un,1n11u111n111111n111 i PH We 7 1 �+ 1 , c,yg9`�S J. r.ON`•� Fo"U" CONLEE ENGINEERS, IMC. 3 Sm. aalno otrt. wti" Oregon 17211 (W31 244-0379 i R..i ARC' HITEL'T`' _� i IN(- ORPORATFI) :34 N.W. FIRST AVENUE Portland, Oregon 9709 (503) 225-9095 i I I r.� I � I j I 4 '✓ 0 o C', 0 ~ � z ►r_ J 0 �X'IO BLOC O E_ 2- 46D E•- END t\ \4 CCNT SPACEP w p w 1- ^6^✓ m EA TRUSS z -� ��\ "I --7 w.'-"� � 1�••� U'i LCL \� 2\10 _E✓GEP — 3- 16�.D m E4 \4 BL�:GK ROOFFRAMING 1 _ \ DETAILS I - GvEf=AB pOrJF �// -._ I �----- PP'O'pU✓IFE Bp..�'�G y VC4 NBGP.AC I NG PpEFAg p00= * EY 7U V TpuSSES 5 O `-T E- �5 T'GH- T;O�-T1P6UCS S -revisions:G:S .>S POSSI86.E PEP 03 -4 -- - u9SES G_.T -NGP, u210 -NGPS EA E'IC __._ _- . .�__ _��_.._. - -� tile: / • ---- ------- � --- --- RAR05S44 date: 05/09/96 scale: V=I,-0" :X4 SOL-FE It A/ 2\4 STUD WAi. — . / drawn: DJN w'�LL SST''. vE•? �•. Job no: 9803 SCHEC < / O.0 CAP ® 4\a POST 2\10 FCLOOP i gt.1 PEp PLAN LA END ` i 2\,iCd B�10CK'G PEEP T 4 IS-4.2 I _— _ 7 -2X6 B�UC 'G T f 9 �___ --- 180 ® 8' O.C. I GUT TIGHT BETWEEN 1 ' TPUSSE3-�-- pcp 14..'54.2 —. `/ li J 1� �.� RS N7 5 p I N G WAI 1 4 * 4 -•r l,J � (9 UN17 ��. �I 'I �0 �I �I l✓L.JI T�'�6..-". 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L- .� i� � -� _ , „ .- sCALE: �,� ,� �,_©„ 5 2,X:'��_ 1�A�T �'• >'�,S TO IH�i�_ X1"1_ Sc,;L_E: 1 I`0" `Y�f ''� x • MST96-0214 to 96-0231 13456 S W Hawks Beard 68 of 106 IF THIS DOCUMENT IS LESS TITTI I f 111 III III III III I I III III III I I III I I I 1 1 1 7 1 1 1 1 1 1 1 1 111 I ,....• ri ;+ r�A"!h'Y«;SrxM•i9Cw;rm,;a.re:,...—.___r.�.�('�NMMN�'�.M'Yt_.;ltb+: l�' a. gar aN„�,,,eumr.._-^s. ... ._ ..-___._ — ._._.._..__..__ - I I I 1 -.._`...� �j.... I I �� ,1 1 � I I I 1 1 7 1 I II 1111111 VIII�jI 1111111 IIIII�I IIIIlIi11�111 1 11(�1�1111i�1;II � � IIIIII1111111 I�IIIIIIIII I� � LEGIBLE THAN THIS NOTATION I 1 I _ _ l IT IS DUE TO THE QUALITY OF No.36 E1=sx THE ORIGINAL DOCUMENT. - --' - - � -- -- 9 GL E eZ 88 AtG z ,b� fiL z tiL o�Z et Bt �t 91 91 IIIIIIIII 811 14 IIIIIIIII IIIIIIIilllllllllll I8111I1111 ILI!IIIIII I9111I1111 19111IIIill�lllllil ISlIIIIIII ILIIIIIIII IIII�IJII I� IIII�III�IIIIIIIIIIIII,IIIIIIi�lllllllllillllill�l�llllIIIIIIIIIIIIIIIIIII �II�III IIII�IIII IIIIIIII IIIIIIIII II11�1111��1 III VIII 1 ' GEORGE T. RIB'(-,ON NEW H ;LF bTREET -'-'""' +n PORTLAND, OREGON + �� 4F S. W. HAWKS BEARD ROAD 5ER/ICE. '14!' 5ERVICE 'TI' - SFRVICE 'PI' MI 13ER✓CE 600,4 120/240✓ 10 3w 600A, 1201240✓, I*• 600A. 120'240✓, lo, 3w (- NF-w 5' GCliC 600,4, 120,740✓ 10 sw (2) i00" METERS l"s) Immo METERS (2) 1004 METERS � SDEW"�.LK (4) 100,4 METER., ('5.% 200A METERS _ i5) 2�i M T - l5) 200A METERS - ---- - _ _ ( 160A µOUSE SERv CE SINE OF SE'�B"C K --- NEW DEDIC 'TED � �- 1 - - • - ---- ,-- -- _.. -- __ .r III -'-� i -,._ �' I I NEw 5 CONC. + --- ' - -5'DEW.aLK - IA i;, SERVICE -1 UNITS T`- RA 1 / �` (�{IT8 1 T IB 15 ( z > 2A 400.; 1201 -1 I W k �W UN(TIS 2 ARCHITEC I 10 +✓• - -- �v ► �1' -••-= !.� I __ __ 3A 3A ' ( t- V ?Qs l3) I:OmA F 1.a 21 M L 2A INCORPORATED, Exf$T 25 25 J ;� �' - --- - ZB 3A 2PJ Lf3 3A 2Q 6 Lt4rrs �� 10 Ute"S 2J5 - I �� i.1'S _ '•7ii � �!! Tb I 15 1 I I I I I I{�I I � I �.�_�_ ' • 06 i bZ6 34 N.W. FIRST AMME �z - 3� Pr. Uand, Oregon (07209 . ----- -3-- Z - SERVICE 1151 (503) 225-9095 600A, 120r'40V 10, 3W !b T r - _ h (3) 100,4 METER:' .= � __ (TIT . 1 , cn ('! I00•+ a-+OtaSE SERVICE----- - 5 .% 3 W EXIST CONG ' I / i 149 91DEW-aL'C • I I 7 3 I I I 7_-- j `� •' i I � I (. .'_ � - 3,d lit • ' - (DVJ- '25 2A IA 2A ,.. >36. IB 9 UNI b -- -� SER/ICE L2' i 2A ?B 31 5ERvi 28 is 2B /� �' 2G iA !A IA Zr",PA, 120240v'�Tb' 21D b 2c a ". 320-" 120'%:401/, IV, 3W I -- •, S 2C 2G 2C (3) 20014 METERS i (I) 100:• "OUSE 5E'RY!CE '� UNITS �W - - - I . \ \ - EX15T uJ CLUBHOUS I I F�ROF'ERTY � � I I.u• ,v +n (W 5 --- 1 - - - -. 1 ,�, •n ,�, ..� , 'W �/ LINE !8 ?b 5 SER/ICE 'SI' / - -,---- zy Ip 9 UNIT'S i � � � seRvlce NI J-71 W 3A 1 -- 16004, 120/24OV, 10, 3w 1 �C 80G",4 1�0'�40V, b, 3W• ._ (c,) I00A METERS - .uL-DE-Sacr_� U Z (2) Imm. METERS -`__� I > NEWEME4 "DOL ;5) 20DA METERS _.. ---- . . ' -, ----- I -- -- - (/W'�,) (: ) 100.1 "1ETERS - ---- - - - . 1 (I' 100.: µOUSE SERVICE �-J: 1 [�j �' k j M 1 IMPROVEMENT Q Z5 0-1 5 5 - SERVICE 6 r •,._._.L_ - - - I °.•�'" I I � I 5 600,4, '20740V, l0, 3W 2:-• / � 26 �f/ --SERVICED I` I / IA I .> ss SB 5) 200A METERS I r I ,^ 3'a 1 6P>0�., 12®r240v !�, 31;) SERVICE 'R , ,B 5 I 2C (1) 100,4 SOUSE 5F-*VICE -- -- moi/ - L / _ ' • (2) 1004 METERS 800,4, 120/2E ER..� 3W ? (5) 200.+ METERS fa. '004 M T a C (3, 2004 METERS ----- - _� _`/ 'r � -- _ - _I � ,I r � � 5� r_ I_._ _.__ . _ I _-- • - -'_ 15 5 B 2 3V 3 f I 8 \�--- SERVICE '01- IA � 1 2C SER/!GE 'K2' z �L°s �. - 60©,4, 120'240✓, Io, 3W 0 • !0 UNIT$` '1 - - 800,4, 120/240✓ 'o, 3W 2GJ 26 y 100A METERS 0 2A 25 :i- . I W 100A METERS 1 /� r :) 200,4 METERS la (2) 2004 METERS ai 2B rc, i 9 UN/rg ! IB Z ♦6 2c /A R ;F3 ' 2C ,0 11 r 1 LNirs 1 rC 1q r .___-_ 1 I '- fB G I 2C 2C �13 UNITS 70" 15 b M•+ � a - _ BA : 3ERV'GE 'B. f SERVICE .C„ 6004, 12E,240(0, 10 3W z :r sD. ?G Z� ' 2G 402'", 120,'240✓, 10, 3w - (2) 100A METERS (2) ipmA METERS _ C5I 200.0 METERS ,2S 18 (3) 2004 METER$-- : - �--� 2G {5R ;i 2sp - ?b 15 1 / / \ I 0 ..c , .IN SERVICE 'N2 //rT- x �) ! Iq)l , r 15• // �, ` ' i 400A, I20;40✓, 10, 3W / - Lt. -r 1 SERVICE 'E2' Z O �(2) 100A METERS \\\ Q y i '' \ �S� 400A, 120 140v 10, 3W SERV+CE 'G!' ` J \ F+■1 1 ' .� i l,3J 2Pi JA ME?ER5 C4 fsr (2) 100A MEI ER5 6004, 1.0'240/, 110, 3W 0h Ex!gT _ r Z 3) 200,4 METERS -- (2) 1004 METERS W j ?B ,- �.. 'r ¢ �__. SERVICE 'K2 ' :5 (3) 200" METFR5 \ �j �. ?b '• 8 5 ,. ., �' 600,4, !20'240✓, '0. 3W ' O -.j f00-4 C W/ J9 (1) 10C 0.5L SER✓GE - // 16 S r .Z (A) 10-OA METERS / O 0 N 7 ) LIN116 I ,_ J -� 1f5 :5 t �j r (2) 200A METERS / CV IA J- 2A 115 2*1 2A 2B 14 - MECHANICAL i Sq Im _ _ .0 UN►T9 1A - 0- ., ELECTRICAL a� SITE PLAN 3,4 ."® 2 A to 0 6 / r SER✓tCE 'EI ?B .a -T UNITS 2A 2Ef 1H 3A a / 400,4, 1201240✓ 10 3W -`- !B 2B 3L► / / (2) 100,4 METERS �- I (3) 200" METERS ' 3••. WETLAND revisions: SERVICE 'FI' ` '`- ✓ - - -- ,-- 600A 120,240✓ l0 3L 1\, 08/21/98 (2) 100•.:: "1E?E�23 / SER/ICE 'H1' DEL!�IEATED c"5) 2©(a.a METERS -/ 620,4, 120/240,/, 14- 3a __- WE?LAND L�OUND,iRl -- - (2) 1004 METER5 (3) 200.0 METERS l!� 10P.)•�: NOUS; SERVICE - - �\ • SERVICE 'NI' --- v � I 400.x, !20,'240(0 10, 3W date: 05/9/98 (: 1004 METERS NOTE: 51TE LIGHTING TO BE GIRGUITED TNRCUG" PNO"OGELL ------- (3) 200A METERS .:,ND TO NE,4RE5T NOuSE 10"NEL scale: to = 90'-0" G R E E H W A Y _ dram: Y CRH _ _ f _ --� job no: 9803 ELECTRICAL SITE PLANME I HD3-SITE (i'� 15 30 6G� 1 MST96-0214 to 96-0231 13456 SW Hawks F3eard 69 of 106 _ , 4 IF THIS DOCUMENT IS LESS flrlTlf III flf III III I I III III III I I III III 111 llf II1 Ill III I I Ili 111 III Ill III III VIII I III III III III III 111 111'1 t11 r1t 111 ►11 III Ill Illllll III III III I I LEGIBLE THAN THIF. UNO ATITJON, -_+_- -1118 IT IS DUE TO THE QUALITY OF _ N.36 THE ORIGINAL DOCUMENT. __ - - ---- --_ _ --- - - -- - - - ._ -T- - -- _ -- - ----- - -- -- - -- - L11 Z 9 Z 4�Z b1 Z I £Z I �G T Z O Z 8 T BI I G�T 19�i 141/ I 1b�I i I £ji I Z i I iTTTTTTTT�O�i 1 T�f3 9 L I �9 Illil IIiIIIiIIIIIII�IiIIIIIiIIIiIi111111/III�IIIIIIIIIIIIIIIIUIiIIII/ll►I�IIllillllllllllllll�llll�llll�llll( !;f II Ilillllllll IIII IIII IIII IIII IIII(illlfllll ��I� II►I IIII ���) IIII IIII Iill illl�lllllllllll ���III�II� ���� ���Il����l��nllllllnll IIII III�IIII�II�II IIII I�I�IIII� Illll t�� Ilulll MECH./ELEC. NOTES -_ _-- ---- _ _- -- -- - - -- ELECTRICAL SYMBOLS -- - __- --___-- - - ---____- -------- ._-_ PLUMBING FIXTURE SCHEDULE $ 51NtaLE POLE SWIrCr~ WP t.1,: ERPROOF BOX { EXIT LIGHT 1) ALL ELECTRIC.,►L AND I"IECHANIC: RK CNG AL WOTC OPFOR!"► TO ALL GO\/ERNICODES LAVATORr 20"x1," OVAL ENAMELED STEEL SELF RIMMING CCAUNTEIRTOP L.,4/-IOW �a� TE wAi SWITCH � i�(� I GROUND FAULT INTEP °v1 TEi�a 2) SEE BUILDING FLANS FOR EXTERIOR H08E BIBS LOCATIONS $� ® 1UKE DETECTOR =-- W/ HOLF6 4" -ENTERS. CONCEALED I'RONt OVERFLOW. CRANE, II" ~tODEL i-31S GALaXI DIMMER SWITCH [T] 24 HOUR PROGRAMMABLE TIMER WITH AMERICAN BR�A66 MANUFACTURING J-166 BRA88 FAJCET W/ FLOW RESTRICT NG AaERATOR A �� $� IONIZATI(>. TYPE SMOKE OR PRICE PFI5TER FACET - 4!-126 W' ACRYLIC HANDLE, POL15HED CHROME FI1 rING6, GEORGE Y. ROBISON -62 I 3) Ei_ECTRICAL EQUIPMENT INSTALLED IN FIRE R,.�.TED IJJALLS*LOOKS/CEILIW6 ARE TC Q THERMOSTAT � r I D19CONNEGT SWITCH ,.,ETEGT:�R AUDIBLE AND BE CONSTRUCTED TO MAINTAIN FIRE RATING D� ✓15UAL _ �- - l'�ATER CLOSET, TANK TYPE vITRE(x1S CHINA REGULAR BGUl.., Ib GPF. FLOOR MpEA1TED, c C-�� PLUMBING DE51GNATION P Z l sPHor; WASH, W/ GL0+3E. GOUP.ED TAMC AN BOLT �O✓E" PRC'✓IpE TOILET 6EAT W/ post p, ( �oN 4) ALL FLECTRIC-1� EQUIPMENT INSTALLED ON OFPOSITE SIDES OF PRE RESISTI'✓E WALLS ARE TO BE SINGLE RECEPTACLE OUTLET -54' "NDICATES MOUNTING HEIGHT 1�- 1 SEPEF.ATED B*r •h HORIZONTAL D jTANCE OF 24' MIN. FIXT "BOVE FINISHED FLOOR CC/ER. ANTI SIPHON BALLCOCK A TWO BOLT CAF-1'6, CRANE "rDEL 3-190 GALAXY W/ 5EM16 (f Sits �• CiJPLEX RECEPTAGLC= OUTLET D URE DESIGNATION SEE P� r'�ODEt- 5fd0D 3E.'.T J� �D GO✓ER .� SCHEDULE Oir3d F.'T'J%LIG+-IT 51 ALL SMOKE 0E7ECTOR5 TO CE PERMANENTLY WIRED WITH 3,',-TERY BACKUP AND AUDIBLE OF LOU! BAT*ERN' &IGNA,_ PER SEC 1210, 1991 L,B C 1JPLEX REGEPT"CLE OUTLET - EX"AUST FAN - AT TH ',;B E CLOS FAIR i/iE PiLr MAP'TAf� Wits L4: SF'LI- WIREC -� CEILING 1`tOJNTED LIGHT F'rTURE EjATrI 'JB ENCLOSURE: CTtE PiEr.E FIBERGLASS BATH TUB/S►JOWER 1Jr.11T WITH 81AMLE9�8 b) ELECTRICAL OUTLE.T5 SH::_L BE LOCATED 6 (MI".) AFF. CONTKtOL5 AND 5WITGHES SHALL BE P_g �- TELE-PHOnIE OUTLET - -_� GONS�RUC'TION, THREE INTERGRAI_ FLAT WALLS, PROv!SIONB FOR FUTlJ1W G1�..AB CARS, C.HRCUME MOUNTED AT 48' AFF. DUPLEX RECEPTACLE OUTLET - 8" _H WALL MOU?vTED LIGHT FIXTURE ►'LATED OUTLET DETAIN, AND INTEGRAL NAILING FLANCaE6, HYTEC/LABCC MODEL 2603-5M. ABOVE COUNTERTOP [JATFLEVISION OUTLET ALLEN 15ATI4 WA8TE8 HEMS 04ROME TOE T0191 14 SHOE AND OVERFLOW. PRO✓IDE 'J.NGLE HANDLE AVAILABLE AT THE ARCHITECTS OFFICE. THE CONTRACTOR 15 REPON51BLE CEILING MOUNTED LIGrJT FIXTURE NON-1-RE58URc BALANCED SHOWER VALVE W/ CLEAR K1VOE HANDLE W"t3HERLL'65 DEBICsN, TO P*OvIDE P"NF4- SCHF::%ULES ALONG WITH ALL OTHER DESIGN BUILD PIERM17 REQUIREMENTS @N 220 VOLT RECEF'T-+CL.E CUTLET ,LITH PULL CHAINELECTRICAL PANEL CHROME FINISH, SGREWDRIV�R STOPS DIVERTER TUB SPOUT, AND G.iaM SHOWER "EAD, Mili-M® , MODEL 641 8) SEE B�JILDIrvG F'�AIv3 FOR FIRE 5PRINKLER CLOSET LOGATIONS AT BUILDINGS SPECIAL ,�UF2PRE OSE CA EPTCLE A5 � F'ENDaNT LIGHT FIXTURE � ELECTRICAL METER AT NO MON FAIR NOUSNG I1NIT3 NOTED — FLUORESCENT LIGE;* FIXTURE �N- SU©ST'TUTE ,.YTEC L. :BGO MODEL- '2603-SM WITH STERLING mLL"1E `+G GROUP INC 44 ELECTRIC HEATER -D VANTAGE 5 TU15/5HOWER MODEL OC-AP-TS SWIRL. GLOSIS 9UW.:4_- E U E, 4 PIECNIT. / Of JUNCTIOrJ BOX F--� UNDER CA5INET Fl ''Ok95CENT F!XTJRE Ana B"5E50AR.D "karER KITCHEN SINK: 5E-1MLE5S STAINLESS STEEL SELF fRIMMIWs, SINGE E COMPARTMENT 91+110 MOTOR CONNECTION `P-4-I W IH 3 NOLE9 n'""I'TON, KINGSFORD K•-12522 w, DROP-IN BASKET 5rR..iNER/DRAIN ASSEMBLY SIZE 23"42"xb AMERICAN BSA56 JlOcJFS IBRA68 SWING ARM FAUCET, W/ FLOW RE5TRICTING .AERATOR OR PRICE PFISTER 33-026 OR STERLING 01282 W/ A�CiH�IT�j CT� POL!S� r_ +ED "f;C 1E FITTINGS. I LLJ1J p WATER HEATER BRADFORD-u*-+;TE, MODEL M-III-50T5D8. 50 GALLON rAPACITf INCORPORATED - - - _ CP-5� 1 EL.ECTRiC WATER WESTER CC+N6TR1JGT'ED OF GL•:55 L-INED STEEL TAW COMPLETE JJIT�4 ANODE FRE55URE AND TEMPER:+TURE RELISF ✓AL/E AND NOSE TH1c%E...D :AND DRAIN COCK. - - 2. PRO✓IDE 10110 ANC BOTTOM REPLACEABLE "EATING ELEMENTS AND THERMOSTAT _ -- TI.4ER11!OSTA7 SETTING RANGF 1013 TO 150 DE-GREE MINIMUM I 13 3 PROVIDE FIBERGL"65 TANK INSULATION MEF-T!NG L•:-TEST ASHR.:.E ST.:NDARDS 34 N.W. FIRST AVIENULC \ !! / y ----- -- FOR THERMAL EFFIG ENCY Portland. Oregon 972M Z _ _ I- - �_� 18 - 5 i3 � '� "`- rl'�mb 4. PROVIDE G.:L'/INIZED DRIP p:.N (50'3) 225-�0>➢b 1 f1JP �OF 1 3 1313 1 � K � 13 15 �F'3B-1 13 UP 5. PR,Ov DE ENERGY FACTOR °J' OR BETTED -L--- 1 I / S 5 --�-- / �- / !1 OF / � 6. COORDINATE INSTA:I_AtION OF E w.E$. P1P0✓'riE.G !NaULATION PADS. t CLOT►•+ES W.:.SHE 1 CONNECTION- RECE. .tG GOMBINA IQr-1 FIXTURE WITN METAL / l - PLASTER FR.AP"c TOR W.A5TE AND -JOT AND COLD WATER SUPPLY. FIRE RATED TO SUIT v ' IN5TALLATION ► �� B10_=1 GARBAGE D15POB-L: GENERAL ELECTRIC CFC; 3058 3HP, B:-DGER I BY iN-51NK ERATOR eo " � I / u1141RLAWAY No/ 191, OR AFPRD'✓ED.l� V) WATER CLO5E7• TAW "PE, 1­14NDICAPPED: VITREOUS CHINA PRE55URE .ASSISTED 15 ELONGATED BOW,_ :G' "JIGI�+ RIi-!, FLOOR MOUNTED SIPH0IJ AAAI-1, WITH CLG'O�E COUPLED I �� ................ � ` •\ C ` ® - -� TANK AND BOLT :.:OVERS. PROVIDE TOILET SEAT W/ COVER ANTI SIPHON BALLCOGK AND TWO BOLT- C.."S CRANE MODEL 3-154 HY►r+ONT W/ BEMIS MODEL 1955-C SEAT AND COVER. UNDER CABINS* GARR / Mt_7)EN CWAYEAt. EASY GRIP 1 2 , 1 ! P-9� LAVATORY HANDICAPPED. 2m"/If3" KO-4LH ER K-2032, WIT4" FAUCET CENTERS. �� 01LIG;WT P DISPOSAL 7 - / H-1 11 _ t3 r. I 4369 CHROME KAUCEI WITH METAL wASTE 4 UNDER CABINET GARBAGE +.►._1 I I FLG ' RENG STRICTIAERATOR OR F°RIGE PFISTER C-41-126 SINGLE LEVER HANDLE LIGHT /F -- \� T D18POSAl_ % i 3 2 i3 5 1 3 A II W� PG- S"ED CHRC"E FITTINGS. INSULATE SUPPLY ,AND WASTE LINES �_ S , -- I I �P KITCHEN SINK, WANDICAPPED 4,CCE`S IBLE' MOEN 22862 20 GU:k:vE 5EAMLE58 3T.A!NLE68 S FEL - \ P-4 r� -- ~ -� - �' I I 1 I r� II I---1= SELF Rl`*MING SINGLE CCMPARTMENT SINK WITW 3 HOLES. FULLY UNDERCOATEC 5.aTIN FIN18r-1, O'.� DROP.,IN BASKET STRAINER WITH HAND SPRAYER, MOEN -1300 CHROME FAUCET, BOWEL SIZE,. L-- 1-- L _ !, A , I I 1 I ! I 11121-1/4X!6 . 5 !/2" DEEP4 . 1 1 J - I I I , I I I N-I E, F-II� WATER HEATER?: BRADFGRD-WHITE. MODEL M-II-!005-1999. 100 CV.LL(-,N CAPACITY 1 - 1. ELECTRIC WATER HE.'TER CGNST►ZIJCTED OF GLASS LINED StEt:L T4Rnc LFII T ` ------_- COMPLETE WITH ANODE, PRESSURE AND TEMPERATURE REL.•'cF VALVE AND HOSE IIII r a 221 VOLT ----{f -- jib, I I ' �f'-3_.I ___ —_,=__—. _ __�___-_ - 1 I I - 1 - 1 ! , I'I 3 THREA: AND DRAIN COCK. IIII I_.�_ -_ E IIII I � �� -� I -_--- r/ 2. Prw.,OViDE TOP L-ND BO?TC" REPL�ICE.ABLE HEATING ELEMENTS AND TWERMOSTAT. :� ��- - --T 210 VOLT -}}�}------ i I I �` ------- 1) THE:Rt"f05TAT SETTING R.+NCiE !CSS TO 15f� DEGREE MINIMUM - - --- �� o - r' TI T �_ - -- � I / 'i I ,i I I r-, � ----- 3. PRC,SIDE FIBERGLASS T..-'vK INSULATION MEETINCs _..,.TES't a,gHR...E 3 ANGARDS , RANGE ' I I 1a �� 9 sal W" I '�', ( D , --- - - WOOD (�/ FUF�' THERMAL EFFIGIENGr -- •- � I , L_ � n I G � I �J -- -� - - P-I L P-2 Z- P-3 z 1 l r — 1 L�� I 1 •54" I RANGE I �'_ -6 - 1 1 , 11 �� 1 W. .► PRO✓IDE GALVINIZED DRIP PAN. I ' S 1 P-6� • HOOD O DRINKING FOUNTAIN 2 LEVEL HANp!GAP ACCE581BLE DRINKING FOUNTAIN WITH W4LL PLATE. L 15 A I 1 1 L ELKA`�' 54RRIER FREE FOUNTAIN EDFP•1.1-C STAINLESS STEEL FINISH L i -- �r P-13 HOSE BIBB NnN-FREEZE TYPE. RECE55j_D WALL WYDRANT W, /.ar:UUM BREAKER AND K GF SHUT&-+ Ex. ENDING TO INSIDE OF WALL LCODFORD, MODEL 25 GFI� I cLEGT. I �� WP 1 D) 1 �. /! I JE► �• PANEL I I` - - (� I P-14 FLOOR Dk4IN: CONTR4CTOR9 CHOICE, SUBMIT P4-'>R APPROVAL To L Ix 1 PHOTOCELL GF / ✓'-. / / L'- P-Is SHOWER 36"x36" ONE PIECE FIBERGLA55 S"OUJER. LASCO MODEL •13fv3-C, CHROME F'_ATEDT�T1�� _AhtD mCk1 B ` ' / OUTLET DRAIN, DELTA IA24-LHP FAUCET PRESSURE BALANCED, SINGLE HANDLE WA5HERLES5, PANEL I / RCTATIONAL UNIT STOP 2`5 G.P�'1 9"OWERHE4D (Q. - I J _-.4 --ELECT 1 ! z _ ANE �y P L �- W D C 44 I O To PHOTOCELL LIGHT FIXTURE SCHEDULE I-- -�.A � -- AND HOUSE f - - - I �►.�/ I PANEL r ) / _ - 70 PROGRESS P3524-60, 8 1/4" WHITE MU�ROOM, CEILING MCIIJNTED INCANDESCENT, (1) bew A LAMP. 4 ►� � V) r- - - - - -- PROGRE'�8 P3526-60 10 18" WHITE I`J544ROOM, CEILING MOUNTED INCANDESCENT (1) IOOW A LAMP. DUPLEX ADUPLEX - --- - _ _ - -- m -4 _ . .__ __ I l-- * I I /-- DUPLE X -aT ~ CE!LING FOR (;EILING FOR I - _ I , _' O PROGRE55 10512,-10, PENDENT INC.ANDE�'i.ENT (1) 100W A LAMP. Cn E-4 -� / --- --- DUPLEX J / -- DUPLEX .aT - FUTURE GARAGE FUTURE GAFrAGE L - - - _ I I , CEILING FOE? I CEILING FOR ODOR OPENER, DOOR OPENER, I FI *URE GARAC,E FUTURE GARAGE PROGRE55 P72'!9-60E5, SURFACE MOUNTED FLORE5CENT, (2) F34 T-11 L.AM`PS. r rs , TYP I I TYP -- -- - I - ' DOOR OPEN✓=R, I I � DOOR OPENER, I I I I 7--y p, I TYP � PROGRE55 P30&2-30, 3f,` ,]ALL MOUNTED INCANDESCENT,(61 60W A LAMPS 1ST FLOOR - - UNIT TYPES. I I I �!1 1 I I I I I I i I E1 PROGRESS 103011-3m i•4" WALL MOUr1TED INGAr-1pESGENT,(4J 60w .A LAMPS ------ 1 AND 2A I---------- - I I �1 � ► 1 I I � Gf I F PROGRESS 10,00,-30 24" tJNDERt.:AL' :T FLUORESCENT, (I) F20 t-12 l_AMF+ 21 MECHANICAL I BRO"N MODE,.. 611. CEILING MONTED EXAUST FAN. y-- HOSEAL 5155 ��Y.___ � -- - ELECTRIC I - O BROAr� MODE:. 162 GO/"!BINAT ON HEAT L4MP AND EXHAUST FAN. revisions: Y �HPOSE BIF�E� -NQTREGUITg FOR GAF,;ACsE '--13 ` CI�tCU175 FD!�' GARAGE PORCEL."IN PULLCH41N, 858-60 - --� `'2 00/30/94 TO BE FED FRO", PANEL TO E3E FED FROM PANEL OF APF'ROPRI-ATE OF .APPROImRIATE U PROGRE55005(a,41-30, SURFACE MOUNTED CYLINDER DC . ' I.IGH*,r1) 75W P"R-30 LAMP. - UPSTAIRS U►I! UPSTAIRS UNIT. i� CER.AMIG INGANDESCEN-, I©OL A L+-.IMP ---- - --- -- HEATER SCHEDULE ' '/ MP"�GRE 3 FrI86-�ES, SURFACE MOUNTED FLUORESCENT, (2)F34 T-12 LAMPS -- -- -- ---- date__ 05/9/98 - - I -- ---_ -- ( N ,� PRL-IsRESS Pl196-3QJES, SUh'FAr E MOUNTED FLUOF'E�GENT,l41 F34 T-12 L-+"IP5- FAN, FORGED ELE(;TRiG HEATER � ,, _—M �—." Q F'IQ,LYsRE9S 1043-tG, 66'13-31, RECESSED iNCANDE3GENT, (1) h011J FAR-20 LAMP. Scale: 1/4 = 1 -0 CADET "F.EGISTER", 2.10�V 4 � H-I CADET "RET ISTER'� MODEL, X50 WATT �,P� WALL SCONCE_: PRCGRFSb !`­7:3 C,2' OPAL WHITE (1) 100 WATT LAMF, r-'AX drawn: CRH H-2 CADET "REGISTER" MODEL, 1000 WATT !-I-3 CADET 'REGISTER' MODEL, !°500 WATT i N-4 CADET "REGISTER" MODEL, 2000 WATT IR PROGRI=S8 PCv'117-31 RECESSED COMPACT FLOURggGENT, (1) PL13 LAMP ju:� au. 0$03 W_ 3 rADET "TOE SPACE" MODEL, 150 WATT ---- --- ---._.. -. _ TO HID INDIRECT PENCLNT FIXTURE: LAM LITE DISC LD 33, CHROME AND Bp.AaS FIN!6�4, BA.SEBO»RD ELECTRIC; HEATER / I CADET "TRIM R:1Y'" � PROGRESS P6005-3OWB, WALL "04ATED EMERGE=NCY EXIT LIGHT PER U.5.C. 3313, 3314 W.W41TE FACE BL-I 1,30 U;ATT AND R!=D 3TFNGIL t FT*FRS PROVIDE INTEGRAL B.ATTFRY PARK WNFRE APPt_ICAMLE MY CODIF 1 BB-2 IO0O UTATT CV) EMERGENC, LIGHT- PRCGRE55 8='600©-30W© W/ (2) 6V '1.2 W T-5 WEDGE BASE LAMPS AND A ESB-3 1500 WATT f, VOLT B"TTERY BACK-UF' "- C) KIM 'ARCHETY-PE'. MODEL. 54R -10W "PS IA;5AIR3t''�H1081201BL-P WITH TYPE 11 REFLECTOR MOUNTED I6'-0" "MovE GRADE r;v .4 SHAKESPEARE BU20-Nt% DIRECT BURIAL POLE WITH DARK BRON2-E FINISH ME FLOOR PLAN - ONE- BEDROOM TYPE 1AK-;-� FIRST FLOOR PLAN - TVI/0 Bi.DROOM TYPE 2A O "�'Rr`sg PF212�-31 s1T= SIGN LIGHTS, (I) 50W NPS E•11 LAMP. FIRST A Cn'' -Y•HA' 1 FAN IMAX. 1.5 WITH 24 HC/�.IR PROGRAMMABLE TI!'1¢R FOFc FAN OPERATION.�b C> BRO N 90 C JS SONE r'tF-2. 1/4 . 1'-�; (FAIR HOUSING ADAPTABLE) Z✓ PFk>3RES5 5418 3! r)UTCOOR WXTURE Wlr:� A P$390.31 FOOLE AT 1'-0" !-4IGH, (1) 10M A LAMS' PAST9G-(1214 to 96.0231 I 13456 SW 11,!wks Beard 79 of 106 -'� � +rear ._�. _. � ' :-:+�;�>., .,......e,-.. _-._.... .a.....�..,...:t..-. +�•xp......_.._, _.. i 1�Tr�I i�1t111 III 111 III III I� I I�Il1'1 ISI I � i111T1T11 I�1 II-1 1�1 I V1111111111ill IIIIII IIIITF TH1� DOCl1MFNTcIS 1.Fq� I I I ` I LFG 1 B,..F. THAN THIS NC?'1'AT T ON? _ ---� _ IT IS DUF .0 THF QUALITY OF - THE OR 1 G l l IAL DOCUMENT. r No se Ej•y-_-, q 8f3LGL -9 i Z #�L ILIit OIL 9i BI Gji,ll11,111,111 IIIIIIII�IIIIIIIII�IIIIIIIIILITIIIIIIIIIIIIII IIIIIIIII II1II�IIII IIII�IIIIIl9lilllll11111!Illllll11gillllllllllillllllli�Wlllji 11111 �� 11-11911,1IIIIIIIIIIIIIII I III VIII!IIII�I����I��I���������I���IIII��I���II����I���� MECH./ELEC. NOTES 5EE ►"E2.1 FOR LIGi,T -:ND ur~G ORAE TR081SON � F x- RE SC"EDuLEB, -SNC ELECTR!Cai. SY"lBOLS . s 5EE FOR METER 9G,4E0ULE ORT' E j "ECNANICA: , RLUMB!NG. 4ND ELECTR11-Al EQu PMENr PENE''RAYIN.L� FIRE R AJEL OF ( 1 � -:65E'"^51-iE8 TO BE INSTAL..ED 10 MAINTAIN r-RE RES'ST-'NCE R.:.rING 5, ,3 X13 r �:: ARCHITECTS ! 3 13 6 1.3 INCORPORATED, Bemm`7 _ / 1�1 / �? ` / 9 t $ / ► 34 N.A. FIRST AVENUE I! 3 . u 15 Portland, Oregon 97209 (503) 225--9095 T 13 UNDER C"BINET ; .G RE�.LCaEE'a ' ' �- Ei.,ECT \ 19 N-2 �� 19 $*ANEI.-' T tI-- �I j GARC1 1 A�NER- 5 IC57 DISPOSE J - t�N-2 4f1 lid Q= 3 p � /- I_ _� � � / ., mow.►, I � - Ana 1 j _ � J 1 E C. ( 1 J 14 T /tR man 22© '�Oi.Tloom `J f'•1 t,J t ( E ` I ._ '�`' `� :20 /OLTC:z L� + II 454" _y _ 22 R.�NGE �� -!S I-=--� 5 Z 220 I � ✓t., A Cat CI i "� I i N _ - 00 1i , c dro y / 1 O .t TO l-Gar�a�E�_� a P++OrOGELL D16P06aL PuoToc�L� 2 ..ND NCUSE f i .SND HOUSE A \ 'IL NDEI�c B!NET /� 'oANEL / LTC 1 CQ Ig BH-3 Bt3 3 9 vamirL I m ls�n��mm i i i 2ND FLOOR ! UNIT TYPES: - 1B, 2C 3A A.NL D V., 2B MECH,/ELEC revisions: date: 06/9/96 el.:ale: 1/4" -. V-0" drawn: CRH jcih <io: 9603 SECOND FLOOR PLAN - ONE BEDROOM TYPE 1B SECOND FLOOR' PLAN - TWO BEDROOII�i TYPE 2S ENTRY LEVEL OF UNIT TYPE 2C OR 3A 2 CONTINUATION OF UNIT TYPE 2A ME 2 * 2 MST96-0214 to 96-0231 13456 SW I-lawks Beard 71 of 106 . ., .Y.Ksa.^::k�U1:j:►a•Mil.lS9r:.....S a s'1.. •�,sr. ..� .... _+fw-==Mai[.-,th,,,+.. ,,A»i:;�.:�... ,,. ..._ - LEGIBLE THAN THIS NOTATION, II III -III III 1�1 I�I III III III I I IIII III Ij1 1�1 1III II1 111 I I II1 l�l 1I1 III III III III IIIIIIIII III III III I IIF THIS DOCIIM17NT IS LFSS � 11. IT 1S DUR TO THF QUALITY OF � 21 THF ORIGINAL DOCUM'NT. - -- - -- --- — -- - --- - _ — --- -- - -_ ;-� - -- - - '-- � E 1Z 137, L�Z 9TZ �Z ib Z E Z 11 �G I i1Z O Z 8 i R�T L i 18Ti ! 91T I �i I fi1i I�1 I i i I O�i I �6 8 L I �9 � t�nu�� VIII IJI�IIII illl►IIII IIIi��lll IIII►II,IIIIIII►IIIIIIIII�III� IIIIIIII� IIIIIIIIIIIIIIIIII! Illl�lill IIII�IIIIIIIII��IIIIIIII�IIII IIII IIII IIIf IIII,!!!I ���� ���� IIII III IIII�IIII I'!I ���� IIII IIII ���� ����I�������I�I�II��1►I II11 ���� IIII�IIII 111111 I Illl 1111 1111 1111 llllllllilNlll FRA MECH./ELEC. NOTES - "OCD �- VOL T 1 SEE 5"EE' '"'E2.1 FOR LIG"T .+ND PLUMBING � (xFl `►� r� "T .RE 5C-EDULES "NC ELECTRIC.:,;.. 5`rMBOLS C-IF1�1's 9 � G ORGE T. ROBISON NOTE D161�1U►ASNE+cc 9 F I CIRGUIT9 S+-raUly .11eF FOR JNfrS ° SEE 'IE: I FOR - TER 5G«+EDULE 2.1,25/2Ci3A WE F4-NEL 5G+4EDULE T 0 E�' �'"�- f , PL0-115;NG, AND ELEGTRIC,4L FOR :DJUSn tENT9 ^.T LN!-5 'd/'B. / ryry EQu PMENT PEN_.R.� NG FIRE R- EG (�� � "5.6E?'4BLIES ''O BE INb':.LED TO M4[NT.\'N . I) �� - O! PIKE REgIST"NCE R.ITIhG G•aRD•�GE � . D 18f'�64L 9 ARCHITECTS INCORPORATE5 3 EXTENDED KITCHEN AT END UNIT 1,4' , '14 N.W. FIRST AVENUE Portland, Orogon 97209 (503) 225-9045 > E to N ■ �t � ..� '«r t�, Y 1 �1 •, r � � 1CIO Q I I I ' I FJ. iI 3 w P—.2 5 - I , r rP-1 L P-6 _ �� - ✓'Ft r n \ F __J Ed-) T � ' �•; ; �/ '�y _ f try I CIA CLi ark E 1 J It p a � PAVE.,. � T _ _ p_1 � c77 �� ►� U 5 \ � z EL-EG ® I PANEL T `L W Yahllf!'AN f T 01 0-4 m v4 u \ / 3RD FLOOR B UNIT TYPES. ? - 5 / 2C AND 3A MECHANICA.L 1 I ELECTRICAL Irl"VISlons: I Go 9 .i a LP: 05/9/1.36 y,alc: 1/4" I'_0" a (IraW11: CHH r job no: 9603 THIRD FLOOR PLAN - CONTINUATION OF UNIT TYPE 2C 2 THIRD FLOOR PLAN - C,ONTINUATION OF UNIT TYPE 3A ME 2 * 3 MST96-0214 to 96-0231 13456 SW Hawks Beard 72 of 106 dwa����ws<�.w�a,� «,�r=Haar.. w,.: N .,,«:„�r,nyyr�� IJM!I�;�,+ fiA1!•AM►�'# .+".;:> s: ,ua:.awF,c.+Mllvrli�rtR6Ma>!idORYr�++nl�g+e�Awr^,t ,:r,al�+r�^�i �• w.. �,,,�ap,M„, w. T7T(�(1I111 111IIIlif�lll ► IIS—(� 111 _1 I III I �ijTj ,l1 f I 1{1 1 , ,l, 1 1`I I IIS I I I I I IIS I I III 11 Ill , , �1, 1 1 ,1, , 1 1 11111111 1 , 1 1 ►II 1 1 1 1 1 1F THIS DOCUMENT I5 I,R�S I 1 I II I ! � I ll I I I'1� 1 I { 1 { I ff 1 I I � � I 1 1 1 I ll 'r I { { { I { 1 I { II� ll__ 1I Z 3 4 5 6 I 7 9 10I I 11. I 12 LEGIBLE THAN THIS NOTATION. l --�� --- � 8� . 1T IS DUE TO THE QUALITY OF / Q THE ORIGINAL DOCUMENT. — ----- Nose OrF. 18Z 8Z LZ I e3'Z 14Z011"I �1111 t OrZ T61 TRI LI 9I SI fill StL liilllllll�illl lifllll�lill�lIII illl�llil ll1l!lF1111111111 IIIIIINII I MECH./ELEC. NOTES /)u - 1. SEE 5NEET ME2.1 FOR LIGHT AND PLUMB NG �, JI GEORGE T. ROU.'SOA FIXTURE 5C"EDULE5, AND EL.ECTRIC.�,L �YM_<. 5 � 1 / 1 2. 5tE ME;1 FOR HEa'ER SC«4EDULc t1�POR , OREGON ` 2520 3. MEGH.aNIG"L, PLI."'tBiNG, ANDELEGTRIC..�L � 1 7 ('� EQul",IENT PENETRATING FIRE R-aTED O `► ,455EMB�Ia6 TO BE INSTALLED TO MHINT"IN FERE RE515TANCE RATING 1 I I ARCHITEC S INCORPORATED Id 10 I 34 N.R. FIRST AVENUZ UJD Portland, Or•gov, 97209 10 G 2 c�Fl (503) 225-9095 4. K / 1 I r I �O ) I , % o 4 ' K �O O v 600W "SLIDER' - \ D TYPE DIMME}r 1 &-X�VON NOVA SERIES, T-P. LLA1 ✓ . DD OD D � � , D DD \ I ( U ) ( N , I �U C 4 2k ` L) A aC FIRE ALARPI ! - I (J a WNTROL PANEL- 1 K � _ w tFt 0 ' M�5 � ,8 �P-12 C � � `T� �_� � b r,' O tj ELECT F+� PANE- 14 . t°RO✓IDE 9.OA � � .r �`ETER BASE PER POWER Co r/ .� U� Ems'♦ O q.EW �)5 REQU' MENT5. -� �C:fcx16 1/ O „ CLUBHOUSE � 1 C P-8� CF: SII r P-8 MECH/ELEC J�� PLAN 18 E � P-I1 14 66T64 84 � revisions: 1 I date: 05/9/98 scale: 1/4" V-0" drawn: CRH job no: 9803 CLUBHOUSE MECH/ELEC PLAN �. 1'4' I'-®" 603-CLBI ME- 294 MST96-0214 to 96-1231 4 134.56 SW Hawks Beard A ' 73 of 106 lbY '!IG`IIp4�l►:wwq.,,nn.n�a�q�'� �..+.►�n.w,.«rnq�1M,�M�1�1�'lM�+"a�'uq'+!►.'�, "'i�..r,'�"ne�ht»_ :,-:.ne ..w,� ,�ilE 1F THIS DOCUMENT 15 LESS ...�,_ _ _.._..�,...,.,.._.�,,.,.,,. � �:.•��,�.«�.�..�.�,...�.,.....,:«_,�.�„�...., .,.,., ���. ..�„�.�,.. T1111111 LEGIBLE THAN THIS NOTATION, 1 4 __ ____ 6 _-- �_ _ IT IS DUE TO THE QUALITY OF - No.36 / / Q cEi THE ORIGINAL DOCUMENT. - -- - -- - - - - °' J E 8Z 81811111"1"1111 Z LZ KIZ Z ,bZ £Z G tZ 07, 8t 8rmll,, LT 91[ 4t 6t Si I ti-I tt T 6 8 L 9 S1 f E Z IIIII (IIIIIIII IIIIIIII I II IIIII II IIIIIIII IIII IIII II I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllll IIIIIIIII IIIIIIIIlll Illllllll,llil IIII IIII IIII IIII IIII II III I1II IIII IIII IIII IIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 11II IIII IIIIIIII IIII IIII IIII II II�iJII r �15-RD IA. ,� qo EXPIRES 6/30/91 RARr 'r i 1 i i ARCHITECTS r INCORPORATED I i 34 N.W. FIRST AVENUE Portland. Oregon 97209 (.503) 225-9095 I LOUNGE POOL � \ I F ROUTE DU6�T ABO'�/E '\ � / VAULTED CBS LING i 2027 2m _ E" 8'm — I 14x12 SOUND ATTENUATED' % �__ 14x1?-RET •M TRANSFER DUCT - ,' 400 SPA , O 0 a 0 ❑ T I ❑ p t �x -H l ENTRY 200 ---_---�_ h �_ ._� 1 1 �_——� r_-� _ I I c� � a w � o w � > 1.EASING — -t Of=FICE i FURNACE w/cc 225 / EW14 EXERCISE I / I V.[ C!� E-� 12'x.48-_SWAT ROOM 1 i1 —�'` cq 1 T ) \ 1110 -~ 14x12-LAS1 RET J I L� e —_ 450 300 I _ 6'm (o'o / �/� SET FURNACE (:N 14' NIGH SOUND ATTENUATED POOL EQU I F� IENT &CG 4EDUL_ CLUBHOUSE PLENUM. ROU ,E RETURN AIR INTO BOTTOM EOUIPMENT _ -- -- ._ HVAC I 1'0 40 40 5, 6140OF FURNACE CABINET. DESIG DESCRIPTION BASIS OF DESIGN PLAN r 1 � WOMEN 1 - --- � rw---� Ir�5-H�W FURNACE GA;3 FURNACE WITH COOLING COIL DAY 4 NIGHT 8"p-4�1 MEN 6'V UP - ' 225 W/CC 1560 c;FM * SPEED`, ESP, 1/2 MNP, TUJO SPEED` 330AAY04880 4.0 T T HEATING: 80 MBH INPUT, 52 MBH OUTPUT 130% AFUE COOLING: 4L9 MBH TOTAL COOLING, MATCHED WITH OUTDOOR UNIT revisions: _ PROVIDE WITH PROGRAMMABALE THERM05TAT ------ ____ I _� I \ --_ AC AIR COOLED CONDENSER (OUTDOOR UNIT) DAY t NIGHT - C -- -- MANAGER ----- ---- -.-. - --- -- UNIT PERFORMANCE MATCHED WITH COOLING COIL 561M048 OFFICE 3/4' GAS i I I RATED AT 95'F OUTSIDE AIR AND 62'F WB -1 C�. GAS METER I \ _ } CC SEER im.m REFRIGERANT --------- LINES E:L.4 ELECTRIC WALL HEATER CADET COMPAK date: 8/20/98 11500 WHTTS COMBUSTION AIR OPf=NINCx I PROVICE WITH WALL MOUNTED THERMOSTAT - -- - 8x6 OPENING NEAR CEILING -- ---111----- -- — ---- Scale: NO SCALE AC. UNIT PROVIDE WITH 1/4' MESH SCREEN ------ ---- drawn: CMH job no: 9803 / 964505 1 CLUBHOUSE PLAN - HVAC 2 * 5 MST96-0214 to 96-0231 13456 SW Hawks Beard 74 of 106 , �. �wrv,K.Ylh+:a-:L.•.,WLIWiRM1�"__..�—■�_ _. tir.:,MrtiMlw.lYem�la.�+�i..�llrM■ � ...R ... r... .�-..-- � ... .,......-. - ..�...,. .. .... _ . .r...r � � - �8 If11111111IIIIIIIIIIIIIIII1i11lllllllllllilllllllllllllllllll � 1T11'llli � l � lllltllllllllllllll IF THIS DOCUMENT IS LESS I ' I � I III SII � II II III 1 � l l � I I � 111 1 � 1 I � I I � �jII � I Ill 1I1 I � IIi' 1 ISI III 1 ' I I { , LEGIBLE THAN THIS NOTATION, �_ I - -- I ___ L .—_____I--- -�-- Wil.__—'I -!_L----- �L._ _— I -- I IT IS DUE TO THE QUALITY OF — / q I�I,IIIfiIIII�IITII IIII�II9II GIIIII111T11111I11,1il�l1lGlll++lllSll�Zllllllll1blTGllll�llfill LIIII�IIIGTI LIIII�III1IrZIIII�IIII IIIII 1 � IT ( I I t I I I I Nose THE ORIGINAL DOCUMENT. 9 / T �Z I L 9 �9 � i I1III9 ` 1 IIII�IIIIIIIIIIIIIII IIII�IIII IIII IIII IIII IIII IIII Il�illlll IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII ILII IIII (IIIIIIIII IIII IIII IIII IIII IIII Ilil IIII IIII IIII IIIIIIJII t ---- - ---- SERVICE 81ZEr TO UNIT OR kOUSE r':•NEL5 - -- - - - _ _ _ TYPE LOAD C'ErITF R - -- - NEW PANEL 'A' LOCATION 5l I PLANS T'I ;- F 1_iJAD CENTER NEW PANEL �B' LOCATION SEE ?LAPJS - --- _ PANEL SCHEDULE NOTES UNIT MEIE+�I�IAIN �^- 100 AMP 120/240_ VOLT 1 PHASE 3 WIRE `'00 AMP 120/-'40 VOLT � PHASE 3 WIREHOUSE---- -- -- ' � �✓'_ 5��.� �, -- - 00�1 CIR BKR FDR L7ES�I�IPTIUI; LOAD CIR BKR FDR - I Id 1©oA I -----SIZE PER N.E.C.--- LOAD - �.� •��, DESCRIPTION I LOAD G.:,CUL4TED PER NEC 2s0-�,V 2A, 2D, 2c �m0a �EC'iGE T. ROBi N NO A. P. WG A C 1`10 A. P. AWG A L O IGHTS � - I 3A 200a 1 g 1 14 L 1 15 1 14 LIGHT _ _ - 3 115 1 14 KITCHEN -- -V-- LIGHTS -_ -- CONTRACTOR rc; PROVIDE 10+= OR ALL SERVICES 12m/240V I� 3t1� r — —) — T PORT OItE ON /, 5 4.0 1 2 -- 5 KITCHEN - -A-^ -- �90TT01 I FEED .:S REQUIRED B • 800--+ BUS L. f 20 1 t2 KITCHEN 20 1 12 KITCHEN- _ JOB GONDITIONB 1 LAUNDRY � D 1 --__.__-- LAUNDRY �3� SPACE FOR UNITS 2.:, 2B 1 2G 1 !�� O� 1 14 RECEPTACLES - - --- - - - IT t 11 15 _ 1 3 1 , 1 14 RECEPTACLES � LOAD S-{OWN le "IUOR3T CASE"- UNIT 3.+ -- -- PROVIDE METER 6A5E _ _ _2 I I I PFS PoWE�: �Or�IaANY 13 - - — _ ------ — 1 5 _ -- - ___ _ _, _ _ 1 5 _ _ _ -____ - - - LOAM T 2C 200 KW.UyIT ze • 19.5 KW, 1 7 - ,SPACE- __ 1 7 _ - ( �-{� * �� oi;-,�lIRF'''E:.NTS ! "AIN r M i 'M� BRE-:ICER vI�E �►S 1 C� _C!SHWSHCR _ 1 9 -_- ® CONTRACTOR t0 --CORDINATE A.I.C. I i 21 p'SPOSAL -- - - - - 21 GARAGE - -_-- RATINGOF BRANCH ':Evr_ES WITH 5'ACE 23 DISHWSHER REQu!REG B`� ER✓IGE - avAILAB�E F:.uLT Ci.RRENT I I I SIE C.�•'�RT. GOORDINA*E --_ _ _,-.------- -- - I L - M I I I M ^-_.J ( A I.0 Wi POURER GO _ r� _ ------- 25 DISP3sAL - _-- --- -� _ . - 27_. _ SPA'.;E_- _ __- - -- - -- - �b>OF FUR A ECTR iOR COU Gt-i NT3 RAR_ - - -- — OF FURNACE F'RiOR TC ROUGr� h _ -- - — — 9 7 4 ` 0) SC-4EDULE SHOWN FOR GENER.-.. PRO✓!DE ADDITION-- _._ ^ '� - 1 PRO✓IDE ADDITIONAL 31 ---- - ='" - V REFcRENCE ONLT. CON1'R.�GTOR TO METER/ MAINS A5 I -`�- ' I I �Mr I I METERS MAINS •�5 IL- - ODD DREAKERS A5 REQwRED FOR REQUIRED. REQu REC. - ---�-�= -~ -,_ 7 - -" -`-- - LOADS DETERMINED BY joB SEE SHT. MEI.I SEE 5uT MELI 1 39 _- _ _ _. - _ - ----- ---�_ - COND;TIONS. ♦ ___ - ARCHITECTS 20 2 12 HEkTERS DINING & LIVING RMS. 20 2 12 HEATERS DINING & LIVING RMS. - -4 - . __ __ __ _ _ 4 - - _ _ INCORPORATED aROUND � 6 20 1 HEATERS 13EDROOM & BATH - _ _ _- 20 2 12 HEATERS, BEDROOM & BATH _ SER ,,-i E C t3p0A TERMINAL -- ■- 8 - 8 - -- ---- - SECTION. 10 _ SPACE T- -i!�_ - 10 20 2 12 HATERS, BEDROOM d: BATH - - - 12- __ _ 1 ------ - 14 30 2 1 WATER HEA-fER 14 3G 2 10 WATER HEATER _ ''O TRANSFORMER - �31 4' G. W/ _ _ -._ _ __- 1 6 _ , -- -l= - - SEE SHT ^'+E!1 -- - NYLON PULLCORD- 18 30 2 1 DRYER - 18 30 2 10 DRYER _ _ _ _ R15ER TYPICAL FOR SERVICES: 34 N.W. F'IF+�r AVENUE -- --- -- - _ �I. F1,OI,QI -- --- -- ---------- -- - Portland, Oregon 97209 50 ? RANGE - _-^ _ __ +- 5U 2 6 RANGE _ --_ _ 4- - — _ 4 �_.___. __-- -- 800A DIA 503 225-A0�5 Z - _ GRAM 1 HEATERS BEDROOM & HALL 26 20 2 2 ^---- • --------- -.--_-- -- � ti' � �D©.] 122 24(av, 1�, 3uJ -RDS 28 - 3 SPACE _- -- _ ----- -77 40 }- - TO UNIT OR HOUSE PANELS MAIN BKR A 2P TOTAL VA MAIN BKR 200A 2P TOTAL VA SERVICE SIZE, TOTAL-KVA18.8 0 TOTAi_ AMPS TOTAL KVA 20.7 <- TOTAL AMPS _ - UNIT METER"AIN / - T40 114 E=4 C�OTTUM ❑ SURFACE ❑FSNUT © EEDER SEE RISER DIAGRAM .�� B(;TTOM ❑ SURFACE ❑ S.NEUT 0 FEEDER SEE RISER DIAGRAM , c 0,000 fr AIC SYM. 10,000 HOUSE 100a - - 51ZE ''ER N.E.C. 'Cr ❑ 1 LUSH ® US_. OF 1C SYM. �- TOP ❑ FLUSH ® I.G.BUSS ❑ �' - IA, 1B !00A ---- - - 2A, 215, 2C 200A w • ALL SERVICES 120/240✓ 10 3W } 71\7 r to�i PANEL Arb***NPANEL B 7� 1Q.11y TYPICAL FOR UNIT TYPES IA, lB T7PIC�+� FCR �JN'T TYPES 2•� i 5, 2C, 3 > I I ( I I F'RC,/r7F- r,'ETER By5E ^ AER PG'.UER GOMP.�,NY -8-11111 ( I M I I REQUIREtr+ENTS t MAIN BRE"KER 51_E A5 REQuIREG B`I' 5ER✓IGE M I I -•- I 51ZE Ca4,.+RT. GDORD!N�:TE Q �. .G. W1 POWER CO. I I I ,� PROVIDE ADDITIONAL ^-(� �„ ^ PROVIDE ADD!- ON,-�L O METER/ MAINS AS �% METER/ r-1AIN5 "i V' REQUIRED. I 1 1 ( I REQUIRED. W SEE SHT. MEI,I SEE 61-+T. "EU 0 _,_ .-, T„ � 'CH' N CLUBHOUSE TYPE LOAD CEI•JTER I --�--�M�6 ^- O NEW PANFL HIP O LOCATION _UF P LAIvS _ . IPE LOAD � F.I`1TFR NEW PANEL LOCATIO CLUB 0 _ I, 100 AMP 120/240 VOLT 1 PHASE 3 WIRE 400 AMP 120,/240 VOLT PHASE 3 WI^E L — — - — CIR BKR F7R DESCRIPTION - L_OA`�--- CIR A. FOR DESCRIPTION - LOAD GROUND -- (o00A tERMINAL •` p A C PER N.E.C. - C� NO A. N. AWG _ � � a 1J0 A. P. AWG A C _ SECTION. ------- - - _---- � 20 1 12 LIGHTS -- ._ 1 20 1 12 BUILDING LIGHTS _ 1 - ---600 -' pp 3 500 5 - - 5pi 32 *O TRANSFORMER (2) 4" G. W/ E - -- - - _j SEE SHT. MEI �- NYLON PULLCORD 600 RISER TYPICAL FOR SERVICES. pp,,, SPARE - _-- 9 _ - AI, 51, CI, GI, H2, J1, J5, , L1, MI, NI t� O 13 SPARE — 6 0 ` AI SER DIAGRAM 15 SPARE _ - --+ --- . . _ _ Z '�.T.S. 6�9si;.: '�2D/24D✓, !�. 3w 603-RD2 19 F UTURF POOL_EQUIPMENTcn 21 x 23 _ _ _ -- 2 3 - ----- --- --- - --- �' W4 �))J ]� 2 7 1 27 _ --- _____. _ __ v� � o w 29 29 - ----- -- - - ----- 31 31 SPACE_--_-. ----------- � T -- --- TO UN;T OR I4OU5E ="NELS SERVICE SIZE- 37 _ 37 _ ELECTRICAL s9 _ 39 _- - - — ,- UNIT METER/MAIN �- ------ -- - - - ----- PANELS 41 � 20 2 '0 SITE LIGHTS - - 20 1 12 E�:I? EMERGENCY LIGHTS _ 4 HOUSE 10mA ------ 51ZE F'ER N.E.G - AND RISER - -_ 4 EXTERIOR LIGHTS _ __ __ 1A IES 100.: DIAGRAMS 6 20 2- _'0 SITE LIGHTS 6 LIGHTS RECEPTACLES - POOL BLDG. - 2A, 28 2C 2004 8 - RECEPTACLES 4 3A 2�A 10 , SPACE 10 ----------- 1 i 2 _! -_ - - --- 1 2 ALL SERVICES 120/240V 1� 3W I 40sv 4 BUS I I revisions: 14 _ 14 _ 9 - - -- ---- _--- - -- 6 - --- --_- -- --- - i 6 -_ 14401�8 l _TIRE ALARM CONTROL PANEL - _ 2 30 2 10 WhTER HEATER _ �_. I I I ,T PER PDE METER `r � -- ---- 4 / � � I E OWER GOMP:,N _ 2 2.3 - - -- - ® 2� 50 2 6 FURNACE- 2 I I M I I � f I BREAAKER SN'E AS AIN -- - -- -- - _ 28 - _ __ 4800 I REQIJ RE RBYVOORDINLVrE ice -- -- ---- 30 ERVICE SPACE - __- __ - --- - - - - -" C W' POWER CO. t1r�t.e: Q'S/9/98 �� - - -- T - -- ------ -- - PRO✓IGE WF' 3��"�= I I -- h^ETER e�1sE PER � ^ p 1 • N.T.NTS RO V I D E A D D I T I O A - ---------- --- PRC✓IDE ADDITIONAL I_. � 1 ME .ER/ MAINS AS --__ - - -- - - - q0 _ ---- - POWER CO^'i T5 METER' MAINS A3 I M ( I *1 I T - - ` REQU!REt1ENT5 REQUIRED. drawn: JNC - - _ J � REQUIRE SEE SHT. ME1,1 � � j I � �_,, SEE SN +ELI job no: 9803 MAIN BKR 00A 2P TOTAL VA MAIN BKR 300A 2P TGTAL VA 18,462_ 18,025 ` �.:.�„ G , � '�'_ � I I M ! TOTAL K✓A TOTAL KVA 36.5 TOTAL AMPS 154 150 M - ---- PaNEL - 10.0 TOTAL AMPS _ } 3' 350kcm11 Gu -- _ F SEE RISER DIAGRAM RFA S.NEUT -FEEDER SEE RISER DIAGRAM - - -- -I - --- � BOTTOM [] SURFACE* ® S.rJEUT ® FEEDER BOTTOM ❑ SU CE ❑ ® - TOP (� �LUSH ❑ I.G.BUS:� ❑ AIC SYM. 10,000 �� TOP FLUSH Q I.G.F3lJSS ❑ AIG SYM, tL,c.o0 To 5WT.5FEI.I R PER NE. I * WFATI IE �R00► COfJS RiJ��ir)P1 SEE SHT. tNE!,! � - -400A TERMN•a� \ PER N.E.C. --- S, ON. � _ 3" C. W1 NYLON PROVIDE 5Ek✓!'=E �.- TO tRANSFOF2MER _ (I) 3" C. W/ PULL CORD GROUND E'ER N E.C. ------�-- SEE SHT- MEU NYLON F .'_LCORD V `-- RISER T`rPIG,aL FOR SER✓ICES. HI, L2, P2,62 ------- - E- PANEL HP rdoNNPANEL CH 4 CLUBHOUSE RISER DIAGRAMriNNX00 A RISER DIAGRAM 2 ,e6 Z tYPICAL FOR BUILDINGS B, D, G, H, K, N, R 5 Z 14 TF, 32Ca 12QI'2=1D✓, 1� 3W 603-RD4 � N-9 400A 120/240,/, 1�, 3W G,03-RDI MST96-0214 to 96-0231 13456 SW Ilawks Beard 75 of 106 m , 00 6,LN rV �T�1 IF THIS DOCUMENT IS 1,ESS �� 1li iT[II111 1111111 11,.111. 11111111 Illllll I�IIT�I I�111 1 1�TITjTII�I 1�1 1111111 Illllll I�IIIIII111 I 1 T THTC NOTATION, I 11 I I I I 4 I 6 I 4 8 I Q11 - "LFGTBLF HAN _�_ I I ----�_ IT IS DUF TO THE QUALITY OF No.36 �`'rsr "�V at THE ORIGINAL DOCUMENT. -- -- -- �1111111 --- - -- tt 8L 8� G8L ZELLTLQZ8� I I� IIIII�II�� II�II�I��III� IIII III�IIII1II,I IIIIIIIII 1,111114"11111017 IIIIIIII IIIIIIIII ,III�IIIIIII��I�I�I IIIIIIIII IIII IIII Illf�llll IIII IIII IIII IIII IIII IIII IIII IIII IIII (ill IIII IIIIIIIII (IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II IIII IIII III11N11 �IIIIIIII����1 II����� `J' kU&-K MH ' RIM 189.92 - .E. 119.83 8" W '1 19. 21' 41" I.E. 119.66 8" S 1� = 115.00 ! L = 5e.455. w. HAWK55EARD ROAD LG S 80' 21' 54" E - I 59.16 EXISTING 50' LNIMPR0✓ED RAIU _ -' . I _ X90 _.'_ ---- • 684.11 �, -- - .� '9O J?„iU 1 Aeo avTE R R o 2 2,00 _ -----1 `99 = 1 w CTION 33 .6- L = 292 I � CD Q _ LC = 5 51` 20' 11" W ` EXIST. F � 21.43 Wa ARCHITECTS � � � uj W . C -� C!) U I CATCH BA51N - /sorL _J- INCORPORATED 250.00 1 _/ > r!J 34 N.W. FIRST STREET _ 26 96 1 Portland, Oregon 97209 LC = S 6' 23' 29" W 126.10 I U Q (503) 225--9095 5AN. SEWER MN n '� - ---- --1 R I N1 18412 I.E. 115.91 8" N � �3 \� - E 1 "-:. 115.11 8" X I ST. 5 ► - , / F.N. _ , - ---- -- TOTAL_ 5I TE NET / ACREAGE = 1.96 Ac. W -\ I 3 71 m 1. 155- � - "---_ �'��_-�--,�:--. � --_..•_. __.__� ` r V �� t j -� 'tel (Y_ � I ��I � ../ ► ... ------- , _ �� CATCH BASIN Ig RIM 161.04 ( Z -J V r,► $ �- I.E. 118.90 STO_ I I I f jl �` RM_SEWER MN ►"'7 --1----_ 1 / RIM 181.62 az oc C() � \ `---- - -- ►„_ -,------ •--__i90 aE. . 185I. - ------` c EXIST. 8" X ---�_ �_ SAI\. SEWER F ILJ �� Q ; tr ` .414 w cnISO EXISTING 1� g V CONDITIONS .�. 01-1 PLAN 4.29 38.01 N 8F- ° 11 --_ 3 - , r 2-8 °' _w- ?,�. D E L �NE AT E I) WE T L,AN D �-�., o revisions, p� _.__ _ ---D1 46 " w 45.31 43.81' E �8 41 Rev, AGID/JRM 03/29/96 • 23' -- - 4i 630UNDr�i��" = . L_ INS - O - ` �- _ 5 (0 82° 4(o 0811 CO ro O - - - - 49.(04 X4.1-I. 40, 1 - 5 8 I 41.3? 4-- _43.E - _ 4 1.- ^4.2 / -- • � �Na5' OI' �`6n - --- � NB: '- - g52. 21' 2311 ,ENg�, CO aro ' 39' 22" E 3`1 2 3811E date: 03/29/96 N 86 J ---- WE I Lr AN'DNAtRE scale: 1" 30' ""� \•� %/ ---- AN A -_ L. D AREA 2111 SAN, EWER W T\�' BEARING AND 5OUNDARY RE30Ll.1TION 15 E3ASED drawn: JRM job no: RARA0002 \ / ON A RECORD OF SURVEY" FILED AS S.N. 2?,214 AT THE WASHINGTON COUNTY SURVEYOR'S OFFICE �. 2111 SAN. SAN. _SEWER_MN_ SEWER RIM 119.62 - ELEVATIONS ARE BASED ON CITY OF TIGARD \- MN SAN. SEWE1R \� 5ENCN MAR< NO. 211. A BRASS DI6C IN CURB ON--- - - �X -- THE 30UTH SIDE OF 5CHOLLB FERRY ROAD, 140' RIM 1-12.91 �.,, WE5T OF THF- INTERSECTION OF SCNOLLS FERRY `_ f ' ROAD AND ;35TH AVENUE, 2' WEST OF GUTTER 100 NTIR, F L_00�) PLAIN _ \\-�M�. SEUINLET, ELEVATION = 11'3.1"1 CITY Or TIGARD DATUM- � I_ �R_M1-1 5UMME !R RIM 1'11.23 TOPOGRAP�!,.: SURVE'r LY DAVID EVANS AND MST96-02.14 to 96-0231 CREEK A550CIATE5, INC. SEPTEMBER 1994 13456 Sw Hawks Beard 76 of 106 •.wMYwM,Awr,r. _._ .....- �,+ �' ...,:`a1r.,.,r.MiF'r'.i+Ml!'MIMN'�+'-' 'N*7Prw""-,. •.,.;,.y. ,.,:c.,,f'H,,,•'Vewia4;, " :.... ... :.. ,.. ,. ..:,. :,.. .,.y,,.,M.•.,vw +- ;, }. .., .;-,.>u, -., wc;...,,,.,. .. p. ...,,. "••.Y--d•r ts1lYralYr. wrsMwOu IF THIS DOCUMENT IS LESS T�r(Ilf IIIIIII IIIIIII IIIIIII IIIIIII II'll I IIIIIllll1lf ilT Illllllllllll 11111111IIIII111 IIIIIIIIIIIII � I � IIIIIIIIIIIIIII 111111111111 1 1�T1T11�111' Il1IIIlI �llllllllll IIIIIIIIIII LEGIBLE THAN THIS NOTATION hill .IIIIIII IIII II No9QIT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. 9L 90 t3 2 91 iIIIIflitilili IIiIIIIIIIII!I!IIIIIA IIIi!II. II►nll uIIIII1I�IIs-II .I1I.1..ill-l�ltI►I- I1C1 III '11,111111H1111111lll1llliil ! 11IIIII)JI IIII1II7 II 4ly � j d Q � 81� PP, •- -ICA l SEE 5i4EET 2 OF 6 OF OF4=-6ITE IMPROVEMENT PLANS PROPOSED I.� x � w m f PRG`POSED EDSE EXTG. RAO 5, W. HAW<55EARD ROAD OF PAVEMENT •O REMOVE BARRICADE ..-- ''•r^••• 4 � '" � � >K x x x x MATCH EXIST. AG - 0 - fav a P�! r w // R/W �ND.GUTTER c41ILi i Ogg �.�191 19Q I f J \ ie�p In 189ARCIIITl8� - - - . , K -,--- _ - - F - .� _ _ CT 1 _' -" __-__ ._ v - �,M _: �_ _ �x :� I� � CORPORATED ,:D L, �� + Cr_ I 190.5 c F.�. 1`�O.G F.F. 191.0 F.F, 19 .0 d"t - F.F. 19 ,0 r.F. 191.0 F.F. 190.0 m F.F• 190.0 F.F. 190.0 F.F. 190.0 ��' _ F.F. 191.0 F.F. 19 .O ' ,90'Y `Ai nF.F. �- 3 ST TR 4 ti.w. 'IR S FET F 5C3. - cn Portland, Oregon 97209 �.` 15 - - _ -------___ -�� i ---- j _ ___ ,� _______._.._ `r� F.F. �I?s•:a■� � � _ • ,n � (ll r W (503) 225-9095 NIPPON189.0 e9 _ ►� n Q F.F. 190.0 , w - - - - - - f 1 c _ ... _ t _ 19p w I i 1 •-•-- n 6 O O oi' ._._..... u c0 �i u_ cA u c4 �� u u u: F.F. F.F. 189.0 Q ' / A f __. F.F. 188.0 I �w1�8 1 _ _� _ F.F. ° r \ X11 I. i-.F. 188.5 I - x � _ CLUBHOUSE m -- , - o - I F.F. 189.0 F.F. 189.0 F.F. 189.0 180.0 185 192.0 F.F. 191.0 .>" lgo.o c _ _ ;�:-s I 1 F.F. � � F.F. 189, � � - -1 ,f 1 �_ _---�-� --•- - 185.5 -_---r f: I � 1 r - F I PROPD3ED - __ .x F.F. .O IBB - X5.0 CURB AND T F'. 1.1.1 °" � . - __...,--•----- ` ..� _ _...� I �,r, x GU E � . POOL PROP05 F.F. 186. a x �.._.. P OSED S P. 16318.0 "� _ �_ I i v 1�18� F. r I ( 2 j ; ' • - .._ _ � F, F.F. 18� 5 �� , I � r `I I � !r �-, � ', ,'.".'� F.F. 185.0 V1 x CD 17 0 1 f- i. __ i ►^"y LZr ..7 F.F. 185.5, F ,i . O _� -- " - 1 „�, ' _ . a_ r .v r U- �• � 85.0 F F. 186• LNi k L ry L O 51 O WALE tom-+ a. F.F. 184-,-C, > <L d • � .' X85 /_ T -�`��--• _- , _ IT 1 .... o F.F. 184.0 - 3.5 ` -= F• F L--V__ F�. 184:0 . - A w O d DITCH INLET a V �C I • �` 185.5 i C ` _ I F. ,83;0 r~ co 7 (a x LA ° A LL 4T 1 �'``_• 183.9 " u LL QO _ _ - --- - _ \ .I y �i 4 i _ n v ►--•f p 184 3 -- --� - 10 la's - U? O LYi N •-+ I 1 - _ GRADING g"F.F• PIAN__, c _��� F.F. 85 O .. ..... .. _. . � _. , F.F. 185.0, F.F. 185.0 '1 _ _ 1181.0 _ I> 1 F , `•••.., �� _...._ / _.. - - -- . rg _ DITCH NL�c ��aa , _ ---- I �F.> . _-- ------_ _- - -_ 1 'O 1Woo" O p.F 183.0 F•� -BioSWAL� , i F F.F. 1830 _� 1113 3 x revisions: �.0 ro,� F fi IBr, , F. 183.4 F rs i -_r C5 F.F I -' F - 4l J , -• _ j 184.0 F.F. 184.0 F.F. 184.0 Rev. A C1D/JRM U3/2>I/98 - i 2�' BUFFER Rev. lI J BU D GID/JRM 08/31/,96 J y , . .. .. . NOTE . ... 10< .. -. I. SEE SHEET T C-6 C T TI - _ E Ek R GOND RUC ON NOTES•_•.. .• •-,• N - FOR T data• 02/12/96 7-777 scale: 2. GRADING SHALL NOT OCCUR IN BUFFER SHALL BE RESTORED TO ORIGINAL CONDITION AT THE END OF CONSTRUCTION ACTIVITIE. di-awn: i 3. COORDINATE CONSTRUCTION 01= BUILDINGS job no: RARA0002 R,N,P,L WITH ARCHITECTURAL Ail^ STRUCTURAL DRAWINGS FRO LOCATIONS 'DF RETAINIlka 1 _......... _.._.. WALL... a C2 MST96-0214 to 96-0231 13456 SW I lawks Beard 'r 7 of 106 ,., _.,__...... .au. (M/�NMMawan .,.,,,...ww.1a. 111..•a�l1,.y1�.Illl�rllwti.' Ww,oY'.w,...,......w,.,..-_ ..».w..»- ,..,.,:,«r,....a... .,.. IF THIS DOCUMENT IS LFSF rT Ilr' III III III 111 III I � III III III I I III III 111111 II1 III III I 1111 IIl III III � � � III III I � III III III III III 111 111 1 1 11T 111 111 ill 1111111 1111111 III III IIIII I Is i 1 �, 11 dol I I i�II I I i� 1,RG I f3LE THAN THIS NOTATION, -_ - 1- - -1- -- -- -�-- ---J--�-- - I_ - . . - ---- -�--- --�--�- - - - - IT IS DUE TO THP, OUALII'Y OF THE ORIGINAL DOC'IMRNT, - --- No.3e ® w� F. Ll?, 9I1Z 14Z blZ I 1jL I �G ! 1IZ O�Z 61 B1i Gi I �91 91 t�i Si Z1 11 OXY 8 13 �L 1; V I �6 E Z ialt�a Il lillllll(IIIIIIII���IIIIIII��II�I�III�IIIIIIIIIII�I�III����I���III�I��IIIIIII�II!��II����I!�i�l��lll����l���l��l� IIIII����I��I�IIIIIII11111111,111 lilt 11 l�����l�l� �IIIIIII��I��I�1 �III�111��1�I���1�III�I�I�����1�11I1111I11II,III 11I11I11�II111I�IIII��111 11llli�lll I� I r " _' I o> , 5,W. HAWK55EARD ROAD .............. f i -- . .......... ...... co v uj u ; W 5 E S f� 2 0� (o OF _..........._.._........._._........ _..,- _....... __ .. . ............ ...._._.___... _..-..___ ._..__.,_- , f_ F-SITS (MPRC71/EMENT r• \ `�`- A' w �.. ...ar......, .+,..r . . .1ww....-ilk• _.- _ - -- - ---- - _ . _ ` ._--- •-- - - -•-__----. ._ _ ----t----- ---- �.-.. - -- p . ..•_•.,,_,..,..,. . .�....... C� ....:. .,.,,.,_,,..,•,.,,• ......,..•... ., " `...'-` _..,..._...._......_... ...,.._..A A_ �............. . -._.........,. ,. ARE�i-b(�:dl}� -•-,o. _ 41' C � RAR-I lea. -_...-..- --- -. �� C...-`�= =-- --- ....•- ..- Rlrt- aeaa•.r._,..'�""- . Itim- isob ia:..---,.:, ._.._-.- A i -r: w _ _. �.-- _ _ _ o r J L J ___ AA ] c _4 j., -- 4 _ r _ { A _4" .O. � � .c, -.•.�=,�... 'o+ C � 1 1.E. 183. I '\ .• ¢ � E' l 4" C.O. P -11716- .00. 5� . _ INCORPORATED G ECT TO LE. 181.00 -� .. 8 =- >= C o' - a - I _ �w.O sr S C 1 EXI . 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N 0 0 I►—, (3 r1) Q o Q a Ww w t✓ E-� � w -- - - ----- ----- `T -- -............ - �r i4 r W w —FINISNED GRADE W Q Z x m c� STORM DRAIN 4. 130 � "_ � - - - -I, - - - - - -__ � �� ►x - EXISTING GROUND _ - _ ` _ r`� 2" W4TER I 2" WATER p 1 \ IE 18,.0 i _ a IE 6. I C"' of� N � 10 � STORM DRAIN ��' � � -- _ - 2"WATER I 295 LF lZr', 5.0.004 I Y IE 185.00 202 LF 15", S=0.044 ' -7- 1511, - -__- -r._._ -_-_._-.—.___ - - - 1 - --T- _- -_ _ _ 113 LF 15" S•0.005 - - g■o.p32� - 1+40 I ,+Bo STORM 100 LF 15 4" SAN. I " WATER ER 41 LF 15 S■0.0092 I j IE 183.10 IE 183.00 SEWER 1 — --- --— . _ _tet .. 3+54 __ ___. _------. ---- _-- - -- _ STA. 5+56-- - --- -. _ _ . __- . ______ I _ -_- - - --- - - _sT�'��I PROFILES 180 _ . _ - • 2+53 __ i 1 --- _--__ I 4" SAN. I SHALLOW MN SHALLOW M I SHALLOW MH 1+80 1+63 IE 181.00 RIM 188.0 RIM 188.89 I„ RIM 111.1 „ - I 6 SAN. I I.E. 183.15, 6" IN (N) I.E. 184.06, 1; IN (W) I.E. 185. 4, 12 OUT (E) 6 WATER IE 1.17.186 IE 183.00 1+01 I.E. 183.00, 15" IN 4 OUT I.E. 183.81, 15" OUT (E) _- -a 2 11 '.DATER - �-- ---r - - �- -- -- ---------- ---- -- -- -- - - - _ -_.—__—_- —_ _ _-- _--- --- - revisions: - IE I,,.BOSTA. 1+41 i STA. 2+•41 STA. 0+00 _ DIVERSION MH STORM SEWER M Ren. A GID/JRM 031/29/96 SHALLOW MN (WEIR) RIM 184.5 RIM 188.0 RIM 181.1 I.E. 179.91, 6" IN (W) I.E. 183.01, 8" IN I.E. 118.3,, 6" I (E) I.E. 119.16, 6" OUT (E) I.E. 182.43, 15" IN 4 OUT Rev. A G1U/JRM UA/31/96 I.E. 118.12, 18" IN (W) I I.E. 119Rev..66, 15" OUT (S) I -- R C CID/JRM 09/16/96 date: 03/29/96 GLASS " d " BACKFILL _L__ - ---- ---- scale: AS NOTED 0+00 1+00 2+00 3+00 4+00 5+00 r0+00 1+00 84-00 9+00 drawn: G1D/JRM jab no: RARA0002 L INE 1111 C3 ,, 2 �a,,• MST96-07.14 to 96-0231 13456 SW Hawks Beard Rf)of 106 ...-...Me�nn.nl..._. - --vs.aw.- .-.. ....�ww.•.....w,-.. �.M.e+«..v.+i-.-+•iww'H..lutf Yti.'. ��%:LY1Y,:+kR:t6i7'.�Et':Yk�,t':A:L'.'i$6'•(IBC:���i_SREM� IF THIS DOCUMENT TS LESS � Ilf 111 III 111 III III I I III IIII-lil I�jI III III 111j111 II1 111 III I 1111 111 111 III III III III I I III III III IIl 111 T11�111 1 1 11T 111 111 1�1 IIl IIl lllllll II; .I1111i I�I 1 LFGTBLF THAN THIS NOTATION I 11 I I I I " J I I I 1 I I b I I I I I 181 IT IS DUE TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT. - --- - - - -- - -- - - B tril T1111111111-l'iti J1911 z16z e>< c Ltllllllllllllll�IIIIIIIIIIIIIIIIlslllllllllzllllllllllllllllllllllllllWlellllllilll!lillllllllllllll9111I1111IQIIIIIIII�IIIIIIIIIIIIIIIIIILIIIIIIIIIiIIiJlIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIII111111���lIIIIIIIIi�lllllllll�ll�111241 cJQ�. SE�I:E Q Mr-} E. C. ~�.G G 8 S. W. HAWK55EARD 5TREET . .,,., . + - + . . .,R„_ _ . _... !.r —_ . _ . .,._ — _ ^--n._— . _' ( �, • lar' W : ix // : .qr !r n J' / + 1 J - llllllllllllll/1101/ll-''11IJ1/1llllllll7lllllA7llll7l1111/1l/111'lIAJ71l1llllllA>il//71/.rJ//171lll011T.Allllllllll,>'lllllll/Jl/l/lJl/i///,11111/JIIIIIZIIlIIIlIll1I7%/llI"l " -""'"" ' ' .` ��0 'f P a W dl - SEE SHEET 2 OF 6 OF N, U c. - ----- -- . L — —� -- - 1 ----� - — _ I -- ----�—= -� s I --_ %_ -_— —�- ARCHITECTS �-- L— � _ �- � I � // P ►. .• � to XORPORATED 'QI.O �.F. 130.0 . ISC.O _ - - r. F.F. c -- _ p 1 F F MSF ? J / 6 I - 71- T - - t; ' -- I - . /� 8 . - - - - .: : \ f •• w ' 8N.W. FIRST STREET - 3 4 N 4,� Y -- / - �9 Port.bAnd. Ovegon 97209 6TA. 3+Z I' " G �? 21 LF 4" - 4 32 LF 4" _ G.O. :+✓�.0 �E. l�O—.50 _ U I n ', S•0.120 LE. IaB. 5=0.152 I.E. I 00 --- ¢ (503) 225--9095 - = = I i _� .F. 9C.0 - J V- �_✓ 3 X00 5 COQ -- i0 , _ _.. m ...�.' ''' . : - ,- o 4� � X _. - ado 15TA. 2+33 16 LF 4"5=0.194 - _ . ''" I I p r I SAN. SWR MN A. 5 3 - - _STA..2*5S - 0 , = i ' STA. 3+35 ; 9AN. 5WR. MN 0 0 O I I I :_ L r ...1 LL c0 u N Imo; a0 u cD `. !d G. O / I -- - - - J._. ... - II � � LUL � i l u. u , ti cCl c4 , -- .- I E 185.00 :h• c0 I sTA 2+Oo �.�. 'aB.0 ��, �.1 ,,T , I E. i''L� .�, I i 411 O. 1 ao.5 (� I 1 _-- I E I • � � •��.� ••. � I ---- �� \ ,- . 8.00W --.-.-.-� CLUBHOUSE u 21 LF 4" .. ,� _ rmw , . f J - _ -- - ----- F 4 - - _ 6 11 G.D. =0.043 ' G J J 1, - I.E. 1'8'1:04 4" G.O. 57A. +68 8 _ � ---- - C -- - -_ -- J_ - C i S 0.142 9 4 - ! ' � �.. I E 1 1 00 \ F _ -_ 1 I 11 I I.E[ 20 LF 4 t11 , - �- N I.E. IBd.50 5.0.122N. -- too i f I J �L ` •�.`,,•,,,�. TA. 1+42 4"'. C.0. '�-+ /^ V -- a L— 1 r• ` I.E. .182.50 r STA_' 30 \ SAN'al MH l -.�� o ' _ '8'1'' 1uZ IN 6 LF 411 ---� 71 5 0-15(0 4" G.D. I 81 4" Z ! 1 LF (� 18..0 G 4::, L��- ,'8�•O F.'�• -_r StA. 1+04 1�I' -� � � ,3 5=0 2 , , !8� O 4 C.O. E..� G 1 I.E._180.50 1_ I C.O. A. 0.1 k G cnE 180 00 r 4" C.O.C.O_ .•. p I ] ; _ 1 /--- E. 19.50 1- _ ---- , w - - _i I F W Io - IA F- C � Q li • �,r. �" -_ , _. .' i � STA. 0+30 ❑ I.E. 19.0>0 -� a o --�-- _ : - - - - - - .1 / - ?b ' 14u IS LF 411 d p, a ', I 4!rri1 S■0.4 LL M IL �� p3 u UJap I CIO w `n u ni / I.E: X19 -- _ -- --- -- tC 1- -..,� -. .,. •ad-. LL, a0 ;� op ' / I ~� ;�. _t STC `^ Sc U:E 2 cr W , 1 4" G.O. 300 1 `�. -_ -�' [Al L 8 t y a r d.E. 180.00 (! N S1uR ti -- _ - Z11 U� E'' o c�a cNv r __ _ r 1 I _.-..- 16 LIQ 411 _ _ ,• .. --- , $=0120 ,, STA. +14 '-F 4" M.... 2+2 r' ^ •- TRU- - 18 SAN. MH 6=O.L�If 5TA. 0+00 (LINE 1�,....-• I` --- G01� Gt •� -- S•ri.115 I 411 CO 5AN_ f'fR:- r F' r SAN. SEWER MN I I.- 111.50 _ - ��` OVER EXIST. SANITARY A tiRY 1 -- - �' ---� - SEWER w t; - _ 4" G.O. W. I_� �. F F. � � i SAN. SEWER �7 E 11 E R I.E. 169.8 ' ---- — (FIELD VERIFY) PLAN ' -_- 1---- $ - ` _.. .. ;. �, 1 SEE PUBLIC z _l - `:� .. J - IMPROVEMENT r -� I ,�, �' _ -- ---------- !8� 5TA. 4+12 (LINE / � � F F '53 �,F ��" ' � PLANS 4 �t) I O F•..,, STA. G+00 (LI C) _ _..._ r, 1a3• X •�;; , ' fi p - laS.p '' SAN SWR MN _,_...._ ....... F ,. eve ns r o JC • Z. w Rev. A GI /JR.d 03/29/96 D .1 ---- - NOT " • E; R H GID/JRM Of1/31/98 _ . ... ------_ ___ •... ' - SNt1`T NO. Cho FOR I __. . ._ _ ._.. ...._._.._._._.._ rte...• CONSTRUCTION NOTES _ _. _ date. 03/29/96 SEE SHEET NO. 4 OF 10 scale: I" - 30' r, OF PUBLIC IMPROVEMENTS ---' FOR WATER PLAN. drawn: JRM SEWER, jots no: RARn0002 ------------- SAN. 5EUJER ,,,IN _ _— - - ?7 SAN. 5 1ER 5 /- S,AN. SEUJER I I� --- - C 4 KIS196-0214 to 96-0231 13456 SW Hawks Heard 81 of 106 __.._.___-..VI ....w...,.._.. . ___..-_._. ,.. .�� �� _ :-.z , :. „ ,..:, , , , •..M�>�M _ ._. _ ___ __._._ m 1 I ! 1 1 1 I I I 1 1 1 1 1 1 1 1 �T 1 1 1 I I l 11 IF THIS DOCUMENT IS LESS TrlIlI11IIIlII IIIIIII Illll I IIIIIII 11111 lllllllll ITTI 1111 1 1 III I I 111 i 1 III I I III I I III�I I III III ill I 1 1�1 111 1�1 11T Tl 1j1 1 1 1 I lllllll I I I I III III I III LEGIBLE THAN THIS NOTATION, I I I I I I 1 14�_ 1 _ �L f� I �I I I �� _ / q I T 1 S DUE TO THE QUALITY OF 7n, RAJ[\ THE ORIGINAL DOCUMENT. ----- -- -- -- -- -- -- No,�e ��-�^x�" IT 8Z LZ 9Z Z I�6Z SZ : L iZ F3 _6i Bi LsIIII Illllllll LIIIIII 91111114�I llllllllllll�III�IIIII �IIII,IIIIIIIIIIIIIII IIIII IIIIIII SII III 1 - I I 1009 a 0, w a x EXIST. GROUND • ct SAN. SEWER I FINISH GRADE • 4- SAN. SEWER - J w :�" WATER u - -- -- �� ISO- -- - - _ / ___ _..__,+ _ __- - -_ -- --- _ ti n u WAR r_ 8tQ(�1 \ 11� STORM - - J 's11 WATER �- - 6" 3T�:Rt'! 14h LF 6" SAN. 8.0.010 U n � r� T�(� � C� 77% AI\ J 102 LF 6" SAN. J_Cz.GlO ! �i� A R l� 1 1 C T►J 5TOR" _ " - 6" STORM 24" STORM 2" WATER S O 010 - ; I INCORPORATED -»---- _ --_ I_. - - --- --------T- L- SHALLOW Ml•4 0206 I 5TA. 6 4w0 cn �$ 4 F SA,N S`0 j RIM 183.0 z i I.E. 118.90 4'1 (IN) >> N � I w I.E. 118.10 6 ! (OUT) 34 N.W. FIRST STREFT 170 o > 0 t Portland, Oregon 97209 MH I ( MH I MN__ iQ STA. 1+41 (LINE A) ■ I STA. 4+12 (LIN~ A) ■ ! STA. 5+14 i Q (503) 225-9095 MH STA. 0+00 (LINE B) 5TA. 0+00 (LINE C) RIM 183.2 I STA. 0+00_ I RIM 181.8 I RIM 183.0 I.E. 111.24 (IN) 1 I.E. 176.02 i IN) I.E. 111.04 (OUT) - RIM 116.8 � I.E. 113.11 (IN) .- _T _- ------ - - --- -- ---�- -- - - 112.91 LOUT)-' 1.E. 115.82 (mr)------�- ----- - - - -- - ---. -- _ 1 I.E. 163.8 (EX15r.) ; (FIELD VERIFY) i I I � IL i I _ ASTM D ',_03 4 I i I CLASS " :D BACKFILL I � 000 W ------- 1+00 --- ----- -2+00-- - - __--- _- -------- - - 3 X00 4+40 �_ --- ------- --- 5 400_ L I N ,4 I I - -NOTE: II _ , I ? SE c SKEET NO. C& FOR o SCALE. 1 - 30 >4�OR, �.. CONSTRUCTION NOTES � ► i __ it � Q cj , 190 o � a FINISH GRADE • SAN ' 0 SEWER I __ -- ' I � � dux FINISH GRADE • � SAN. SEWER ---� --- EXIST. GROUND • SAN. SEWER EXIST. GROUND • 1& SAN. SEWER - - I 6 STORM 2" WATER 4" STD, I �_ I�,z" WATER x 7�34 .�� - _�. -6" ST01q1I"1 I 244 LF 6" SAN, 2" WATER h" STORM -- --- co - 180 SANITARY -- -- -__ 5+03 �� g=0.p30B I g.. WATER 259 LF 6" SAN. S=n.019�D MI I - RIM iB9.0 I.E. 183.58 (CUT) SEER 8 WATER i 103 LF (O11 5� 15" STORM 5TA. 2 59 � �.7 18" STORM I I RIM 181.2 I.E. 181.14 (1N) PROFILES ty 51.0.p1`34 I.E. 180.94 DUT) 130 - ---- - - --- ---- - - -_ - --_ - MN -_- -- - MH }_ -_--- - - - --- -- -- - { _MH I STA. 2+33 STA. 0+00 (LINE C) ■ 5TA. 1+30 RIM 181. STA.STA. 4+12 CLINE ,4) I 5483 (IN) _ RIM 19. 0 ll RIM 183.0 I.E. 119.00 (OUT) I.E. 1"16.02 (IN? _ Rev. B GID/JRM 11 - M14 -_ - I.E. ] - I.C. 175.82 08/31/96 (Oul') _ - )10 STA. 0«00 (LINE F3) I.E. 115.63 (OUT) I STA. 1+41 (LINE A) ' RIM 181.8 I.E. 113.11 (IN) I.E. 112.91 (OUTA ---_- ._- - ------------� --- date: 03/29/98 ASTM D 3 U 3 4 -- A TM D3034 - � - CLASS " D " BACKFILL ; 1 scale: AS NOTED GLA !S " D " BAc: FILL I drawn: JRM w , ,^M -- Z'b� 1 400 2�0 3 0 - -w - O ---- -- - ---- t jab no: RARA0002 INE *' 11 511 I I NE II C II I I I 2 MST96-0214 to 96-0231 13456 SW f lawks Beard 82 of 106 _.._.., St�r^`nt,. �t.�. •,.:.'.,.�,,_�1ar�•+ruw+cac.r,w...�w«�-,:..w,rMynt�vru*-��s�,�K:�Rr:nv�gM7ts, . `1�..-�,.,,,�...�_.....Mrr.+t"rq _.. - .�.'��1.�tR�.■M's"'^'",. .. -.�e,c�„>.-�sm�ca�rse::: TF THIS DOCUMENT TF LESS TT Il111ill�IJ11 T11ill III I I III ill III I' I 1111111 11r 111Ili 11i llll � Illll Ill 1111111 III III III I I III III III Ill III 111 1�1 ll1 T11 111 111 T 1 111 II1 llillll Ill III III iJ I - LFGIBLF THAN THIS NOTATION, _�-- --�-_ - - IT IS DUE To THE QUALITY OF THE ORIGINAL DOCUMENT. - --- - --- --- ----J�-- - - - _. - - - - N0.06 Or£ 8 Z f3 Z G S 9r �4 Z ib Z f fi�Z LIL t�Z I UU1Z 8 I H1t L T 9 T 1911 ib I i 6 I L I I I I I I I1�88 1 9 ( I9 I 1` 1S I t a,,iu� VIII IIII�IIII IIII�IIII Illl�llli IIII�IIII IIII�IIII IIII�IIII IIII IIII Illllllll llllfllll IIII Illl llllfllll illl�llll llllfllll Illlf IIII IIIIIIIII IIIIIIIII IIII I'II IIII IIII IIII IIII IIII IIII IIII ,III IIII IIII III IIIIIIIII IIII IIII IIII IIII IIII�IIIIIIIII IIII IIII IIII IIII illlWll r -R•• UN. 5E WE R. M N I.E. 177 .83 5 .j !.E. I ..,,1&(0 8 0 I ' 5- W. HAU)<65EARD R -TION ENTRANCE ♦ /�'J Ir - -- - -- -- - ------ ---- - ---T .._ _ _ to - CONSTRUCT GRAVEL i9 `+ CONSTRUCTION ENTRAN T--� D a ARCHITEC,T c0 i E I a ' + INCORPORATED' -F F o F r-.. ,a I F G/;� i= F 'a 1 F. =— � Q BA5 tig .�� 9� .C C _ 9 .O F. 90.0 �Q.CG 90.0 F.F ., .O .v di -- -- ,.... _ l 12,. Q _ - --•`- �• 34 N.W. FIRST STREE S 1 � �• I F —Lee.a tp Q Portland, Oregon 9720 &T INLET ITER 7YIP CAL1� - y _ I � �� A (503) 225-9L1A., R (TYPICAL- I �- - 4N. 51W uj �� _ I `, := X90 ...• I � .� •. �.:�" � RiM '8 I �( 1 ,9 r 11•"e.0cLL.cJLL.ca u- � . I � U_ U.c6 tL.r�- 11 .�LL E—. J _ F. 8✓.5 ® 1 — CLUBHOUSE - 000 X92.0 1.0 � - F18 FF189F.F. lg0, F1g.F(o. 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D03/2#Y96 NOT I SEE S�IEET NO G(o 2 - _.. .. - _ _ _� ' �' ��,�._ — • _.._.. ..� CONSTRUCTION NOTES All A" i„ ~" date: 03/28/9f WETLAND BUFFER - - _._..._..__ __....___ _ _ -_--.........__....._ ._..._..._ _ .. .__ + l drawn: JRM job too: RARA0002 SEWER �5AN. 6EWE2 MN -`- �7" S ;N 5ELUER SAN - I SAN. SEWER MI C 5 1 ti + MST96-0214 to 96-0231 . • 13456 S W Hawks Beard 83 of 106 _ „_•---__-`_- .---_-•,e,. •":�.. .»•>W.,.r>...,...L...•• _....._..-__ — - -^• "• '• +`-+- - -`+-:....,..I•.. ....,. • _.. 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"� DEPTH 1 �,4�1� n, 1 CONSTRUCTED . • .. ;, �� BY EXCAVArlr]N F. l' D PTH t;`un: ..:: 2'- 4' ROCK x 5' SF^,:MF NT STORAL7L +Y 1' ULPTH 3/4'- 1 1/2' WASHED GRAVEL U h T S RA � NOTE MAY BF. CONSTRUCTED BY FILTER FABRIC �l ,QJ�,EXCAVATION OR by BUILDING A BERMJE 00 e� 14 A d njj Ck<<0 � p 4 r ° J U a 4 lo. w�£A,L •, o • . , P SRC, I IITF ,TS °c o M)N �/y , A U I t 1.e' I NC TAKES •e d' cc 0 Ul INCORPORATED v 1 \ -- - -----IL I LR I ARL"C 0 -1 K! RADIUS = 25' MIN. y •,�o4c` yep.' � ,I `J � _ " �v � E��' Q' r� h r� ;�. • " JADE �c.S`' a CLEAN PIT RUN OR 20-MINUS GRAVEL QUO �1,SIEGE a " 4 00� oe'bcpc RUNOFF WATT R 44�C �olSo� X040- c WITH SEDIML-NT SUBGRADE REINFORCEMENT �N �P� W 34 N.W. FIRST STREET' r e c J� Poi tiand, Oregon 97209 ooC, o w GEOTEXTILE, AS REQUIRED P� g:. , o� 0 8c pp406 F 1�. Tf.RED WATT R Q �. ``a• �. ,�o+ uo"C'`or 80 ouo 8' MIN j v' c RO r:1 M °b°°� o Q° ocbcrb000� 7- DEPTH d u j$ (JO3) 2,25-9095 009o- ��g° LLL JJJ 2' SETTLING DEPDt 6 1' DEPTH OF 2-4' RUCK (TOP) BURIED FILTER 1' DEPTH OF 3/4'- 1 lit' WASHED GRAVEL (BOTTOM) FABRIC MIN, FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL (MIN 4' DEPTH) SEDIMENT TRAP MJI 1 E_ i NTS NOTE. A FILTER FABRIC FENCE ri`N� FILTER FA� 13 )RIC INLET ARR1 �1z � CxRA�� CONSTi�'.UCTION ANT ANC OR SIMILIAR FILTER MUST BE CONSTRUCTED TO FILTER RUNOFF FROM THE SEDLIENT TRAP PRIOR TO DISCHARGE FROM THE CONSTRUCTION SITE. t SEIDIMENT TRAM' NOTE: 'ry STAKING OF BAGS MAY BE REQUIRED USING (2)1'x 2' WOOD STAKES OR APPROVED �''.;'.� ';�• :�,•; E ?UAL PER BAG, CV E IL.TE:k FABRIC MATERIAL F Il_1 FR USE STITCHI-D 1_11OPS �'• �'' �� `�" W ' ti, . ° �s- 36' WIDE= ROLLFABRIC P1VE:R 2'x PPOS1 S �� S f�•�~: 'V. � � � o TOE OF SLOPE OR STOCK FILE �y C� (OR LOCATE ON SLOPE CONTOUR J -4 a CUT BINDING -- FOR USE AS FLOW DIVERTE.R) MATERIAL E' W ymv �.. ±ply' •�.:; WIRE/S1RING '.~'. � .�-. AFTER INSTALLATION W a y �I ; - W1 .7 1S COMPLETED _ r• I F L5�''� � � � a n d CLJ IT- is — — / /~ ^ ..}.,: 4' •, �~ � � �i � r� --- --- 6 MAXIMUM SPACING0.4 o c:W x< F RUNT VIEW _SIDE VIEW PLON VII W NTS NTS BALES TO BUTT NTS EROSION TOGETHER CONTROL �A ::,: �� DETAILS .VNO. 'J: l;]CSS . ' f!• �`G r T N E' F i_TER FABRIC. " '�:: ' a 2* a r, 6 OVERLAP ANGLE BOTH ENDS 7 : : y , F LNCF TO ASSURE SLIT_ :S 1 RAP I ED N1 i' 1 f S-: �` `�`"'`' TYPICAL -- — w. \ 1. BURY BOT TUM OF FILTLR FABRIC 6 __._ revisions: ------ VERTICALLY BELOW FINISHED GRADE. �f- \ —T 2• 2'x 2' FIR, PINE OR STEEL- NOTES, Rev. A CID/JRM 03/29/96 VENUE POSTS, 2 R' x 2• x B, J x EMBED BALES 2 10 4 INCHES NOTE, INTLR_OCKEU r ■ DRIVE STAKES MINIMUM 12 PT. 'A' MUST BE 6' 3. STITCHED LOOPS TO BE INSTALLED STAKES EACH BALE INTO GROUND SURFACE MIN, NIGHER THAN A P-'x 2' POSTS DOWNHILL SIDE OF SLOPE. ■ DKIVE STAKES FLUSH TO PT, 'B' AND ATTACH TOP [TF BALES F(�' ((�� r I /� /� T � P ` , I F ` , 4, COMPACT ALL AREAS ❑F FILTER FABRIC S C_ l.. I 1 � N (� �' (`1 _ y W yir TRCNCH. NTS date: 0:3/29/98 NTS Scale: AS NOTED 4 5ED1'r"iENT FENC 5 5TR,4W 5AL E OYE RL,4ND FLOW drawn: JRM �5.2 E I OF11—TEF, 5,4GDI TCHE 5 AND 5W4LE5job no: RARA0002 C5 * 2 MST96-0214 to 96-0231 J 13456 SW Hawks Beard 84 of 106 \ ._ '•ry,.!•+.,c1,-.'-v ; r✓"fdRM'.-7D711�77V+a'a7irP.�,as.....,.,...•�•w•^Ji�'�,I+... .." 'lD.i' - _, ._._.-...r+rr.,�..............�..�.•.�.....�.. ...w_..�..��.� ._...-..�..........r..w..w......w..._ ._ a....i.�.�....e_,i-..... �i—r.�..r.. -..:�. _..M.... IF THIS DOCUMENT I� LESS .-__._____.__ � � I i Iji i-�I I I SII III SII III � I � � I � ITT1r�T P�rfII-r 111 I 1 1�1 111 III P�I III SII III IIS SII III 111 1�1 I�I ISI Ill11 1 T1r1111 111 I�I III Ilf 111�1 �1 III III III I I , THAN THIS NOTATION LEGIBLE r 1T IS DUE TO THE QUALITY OF No.36 �'--_x^^ �1s� I �j 1 ?71 ORIGINAL DOCUMENT. i _ - ----- -_ — -r -- -- - ---- – - ---- --- - l -- ---- - --- ---j ---. ----- ---T-- -- E R�Z 8ti t1ti 9 9ZI iV1z t��sG �>G tz o��z st II gT fLT III1I111111111I111�'�IIIIIIIII�IIIIIIIIIhIIIIIIIIIIIIIIIIIIITIIIIIIIIIIellilllllll8111llllll�lllIIIII9 THE ORIGINAL 111�IIII�I�Ilillllllllllllllll�III�1111 �IIIIIIITII11�111 I I�IIIIII,III�IIII.I{il�llllllllllllll�lllllllllllllllllll�lllllllli IIII�I.II 111111 SII I�IIII IIIIIIIII�IIIi�llll I IIIIIII�IIII�I IIIIIIIII GENE FRAL _CON5TRUG- ( ON; NOTE 6 I. BEARING AND BOUNDARY RESOLUTION 15 5A5ED ON A RECORD OF SURVEY WATER GON-TIRUCT I O� NOTE) FILED AS 5.N. 23,214 AT THE WASHINGTON COUNTY 5UR-VEYOR'S OFFICE "- 2. ELEVATIONS ARE BASED ON L,'TY OF TiGARL) BENCH MARK NO. 211. 4 I. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION 13, ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 1.5 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED e,RA55 MiSC IN THE CURB ON THE SOUTH 51DE OF 5CHOLL-5 ROAD, ON WATER LINES ANIS TO RECEIVE TIGARD WATER DEPARTMENT (T!I1D) STAMPED APPROVAL ON IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE 140' WEST OF THE INTERSECTION OF 6GNOLL_5 FERR`r R0AD AND 135TH CONSTRUCTION PLANS. CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXINiATELY 90 DEGREES WITH AT LEAST 18" OI- SEPARATION / /> � BELOW THE WATER LINE. '� AVENUE, 2' WEST OF GUTTER INLET, ELEVA?-ION • 193.11 C.IT'Y OF TIGARD DATUM. `♦ e� 0 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE CONSTRUCTION y SITE AT ALL TIMES. 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION 14, ALL MAINS 51,-'ALL BE TESTED AT 150 PSI FOR ONE (I) HOUR WITH A MAXIMUM LOSS OF 5 Pgl. STATIC PRESSURE• =00 R PERMITS REQUIRED Bir" CITY OF TIGARD. CONTRACTOR TO NOTII=Y Ifo 1=51. CITY, AND ALL UTILITl" COMPANIES 46 BUSINESS HOURS PRIOR TO 3 CURBS MUST BE IN PLACE PRIOR TO INSTALLING= WATER MAINS. START OF GONSTRUCTIC.`N, AND COMPLY WITH ALL OTHER 15. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISiNIIFECTION. BACTERIOLOGICAL TESTS STAR F OF CO5 T CTI 1,AND TO 151.511. 4. NOTI"' TWD 48 HOURS PRIOR TO COMMENCING C.)N5TRUGTION TO SET UP A PRE-CONSTRUCTION MEETINci. WILL BE TAKEN BY TWD.REQU �D x TELEPHONE 639-1554. w 16. CONTRACTOR 1'O PROVIDE A ECLIPSE NU. 88 SAMPLING STATION MANLFArTURI~D BYKUf'FERLE FOUNDRY, 57. LOUIS, 4. ALL EXISTING FACILITIES 'O BE M,4iNTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. 5. ALL WORK SHALL BE iN AGCORDkNGE WITH AWW4 AND TWD 5TANDARill3. MO 63102. TE-fE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A 3/4" FIP !NL;_T AND A 3/4" HOSE NUZZLE. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, 'NON- REMOVABLE, ALUMINUT'i-CA5T HC"1U51NG. WHEN OPENED, THE GONTr,4--TC'R :HALL TAKE ALL PREC,4UTION5 NECESSARY TO SUPPORT, STATION SHALL. REQUIRE NO KEY FOR OPERATION AND WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL W A;ZKING 6. ALL WORK WILL BE INSPECTED AN�� APPROVED i3Y TWD. PARTS WILL ALSO BE OF 13RA65 AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGiNG. A COPPER VENT TUBE MAINTAIN, CR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER � FACILITIES AT ALL TIt 1E DURING GONSTRUGTIDN, GG`�,:TRACTGR TO F r HA DUCTILE It�.ON GEMENT-LINED. PIPE WILL BE TYTON JOINT DUCTILE IRON, (STANDARD) WILL ENABLE THE 5T �'t'In!.l TO BE PUMPt:� FREE OF STANDING WATER TO PREVENT FREEZING AND TO z LEAVE EXISTING FACILITIES IN AN EQUAL OR BET rER THAN ORIGINAL 1. ALS PIPE ANp ITTIN 35 5 LL BE U LE GONDITIDN AND TO T!�E SATISFACTION OF THE ENGINEER- CLASS 52. MINIMIXE BACTERIA GROWTH. THE EX*Er210R PIPIN.'a WILL gE BRASS ANp A 1/4" E3ALL VALVE SHALL BE PRC'vIDEd iN PLACE OF THE 1/4" PET COCK ON 'rHE VENT PIPE. RAL\ 5. ALL WORM SHALL CONFORM TO THE CITY OF TIGARD STANDARD DETAILS 8. 36" OF 3/4" MINUS GRAVEL DOVER FOR ALL WATER MAINS IN STREET AND RIGHT-OF-WAYS- ¢ I3 AND SPECIFICATIONS, TIGARD WATER DISTRICT AND THE: LATEST EDITION OF 11, TWD WILL INSTALL_ ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO ASPHALT PAVING OF ROADWAYS AND c� s A j r ij��(�r i THE STATE OF OREGON TIGARD W4T PLl1MBING CODE. S. ALL VAL`/E OPERATING NUTS SHALL BE WITHIN 3�" OF FINISHED GRADE, OT14ERW15E VALVE OPERATING NUT PARKING AREAS. WATER METERS WILL BE INSTALLED BY TWO UPON INDIVIDUAL REQUEST AND PAYMENT BY DEVELOPER 0 � � t 1 R C H 1 11'.r l� I s E EXTENSIONS WILL BE REQUIRED. 6. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUT, MONUMENTS, 18. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TWO OF: ¢ INCORPORATED GA5 VALVES, WATER VALVk5 AND SIMILAR STRUCTURES SHALL BE 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQUARE FEET BEARI! 'G SURFACE ARE REQUIRED AT EACH THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TWD INSPECTIONS, WATER LOSS, OVF_RHEAD, Q ADJUSTED O MATCH FINISH GRADE OF THE PAVEMENTS, SIDEWALK OR TEE, CROSS ANC BEND LOCATION. ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" DRAWINGS, UPDATING MASTER ¢ 4 e• A'�E AREA WHEREIN THEY LIE. MAP, INTERSECTION MAPS, ET... LANDSC .n o 11. FIRE HYDRANT ,455E`1BLY CONSISTS OF AN MJ X 6" FLG TEE, 6" FLG X MJ GATE VALVE, 6" MJ X MJ HOLDING a SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" M!, 5-1/4" MOV, 3-PORT (2-2-1/2" N5T > 1. THE LOCAT ON AND DESCRIPTIONS OF EXISTING UTILITIES HOSE CONNECTION, 1-4-1/2" NST PUMPER), 1-1/2" PENTAGON OPERATING NUT, OPEN LEFT, COLOR: YELLOW. � 34 N.M. FIRST STREET SHOLLN ON THE PLANS ARE COMPILED FROM AVAILAk3LE RECORD5 Af rROVED EQUA LI Q Portland, Oregon 97209 AND/OR FIELD SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE MUELLER CENTURION A-423 ACCURAGI' NOR T14E C-OMPLE=TENE35 OF SUCH RECORDS. GONrRACTOR20 o is 16 (503 X25--9095 WATER0U5 PACER 619v !6 TO FIELD VER!FY LOCATIONS SIXES AND DtPTHS OF ALL EXISTING UTILITIES CLOW MEDALLION PRIOR TO ORDERING MATERIAL AND STARTING CONSTRUCTION. 12. EACH FIRE HYDRANT SHALL BE INSTALLED LIPON A PRE-FORMED CONCRETE BLOCK WITH 1-112 CUBIC- YARDS 8. CONTRACTOR TO FIELD VERIFY LOCAT!CN DEPTH OF ALL OF CRUSHED 1-1/2"-3/4•' DRAIN f2OCK TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE EXISTING UTILITIES WHERE NEW FACILITIES GRO55. IF GRADE THE ROCK FROM THE EARTH COVER �����\ /I �� Io S * 1� MODIFICAT!ON 15 NECESSARY, CONTRACTOR TO NOTIFY ENGINEER Y - I� PRIOR TO CONS',RUCTION., ' , I * �I� CB CATCH BASIN EXISTING PROPOSED S. UPON COMPLETION OF CONSTRUGT'ON OF PUBLIC UTILITIES, 5o1NI I ,4� ! SEW _ OTE6; CL CENTER L.INE T^ CONTRACTOR TG' SUBMIT RECORD DRAWINGS TO THE ENGINEER FOR GO CLEANOUT � FOUND MONUMENT v-� SUBMITTAL TO THE CITY CSF TIGARD. 1. SANITARY SEWER PIPE TO BE PVC IN CONFORMANCE WITH A61T'1 CONC. CONC e'ETE a DEA CONTROL MONUMENT 10. CONTRACTOR TC COORDINATE AND PAY ALL COSTS ASSOCIATED D-3034, 5DR 35. per,• DRAWING WITH CONNECTING TO CITY SEWER AND WATER FACILITIES, CiIRAC) ANG NOTES: 2. ALL NON-METALLIC SANITARY SEWER PIPING SHALL HAVE AN DIP DUCTILE IRON PIPE ® WATER METER Ef3 11. CONTRACTOR TO RE'✓IEW AND CONFORM TO ALL CONCLUSIONS ELECTRICALLY CONDUCTIVE INSULATED 16 GA COPPER TRACER WIRE EXIST. EXISTING CATCH BASIN L AND 2ECOMMENDo%TION5 MADE ;N THE SOILS REPORT SPECIFIC 1. ALL UkDRK SHALL BE IN GOMPLIANGE WITH THE REQUIREMENTS THE FULL LENGTH OF THE INSTALLED PIPE U51NG GREEN WIRE FOR FF FINISH FLOOR TO THIS 31TE. OF THE (ITY OF TIGARD AND THE 51TE GEOTECHNICAL REPORT SANITARY SEWER PIPING. MANHOLE O FOR THE PROJECT. FN FIRE HYDRANT "' 12. CLA55 "B" TRENCH BACKFILL TO BE UNDER ALL ON-51TE PAVED 2. CONTOURS 5I4OWR N REPRESENT FIN15H GADES. IE INVERT ELEVATION CO O AREAS. CLASS "A" BAc:KPLL TO BE UNDER ALL ON-51TE NON-PAVED LF LINEAL FOOT �+ AREAS. ALL TRENCH BACKFILL SHALL CONF=ORM TO TICsARD WATER IT COMPACTION TEST RE3ULT5 TO THE ARCHITECT AND t �M I ` I MH MANHOLE ® WATER `/AL VE DISTRICT AND UNIFIED 5EWIERAGE AGENCY STANDARDS AND 3. ENGINEER 5 1 OR I S.EWER NOTE5; SPECIFICATIONS. ENGINEER FOR ALL STRUCTURAL FILL PLACED. l./i I - MTR McrFp U FIRE HYDRANT ALL 4. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION I, ALL ON '_)ITE B ITE STORM SEWER PIPING 15 PRIVATE. PvG POLYVINYL CHORIDE I 13. AFTER INSTALLATION, MARK TyE END OF ,-._� UTILITY STUBS WITH A IN ACCORDANCE WIT:-� EROSION CONTROL NOTES (BELOW). PVT PRIVATE THRUST OCK • PRE33URE TREATED 2-X-4 PUS1 PAINTED WHITE AND WIRED TO 2. SEE SPECIFICATIONS SECTION 02120, FOR ACCEPTABLE PIPE STUB. P05T SHALL EXTEND 12" ABOVE Fi"116HED GRADE. 5 SLOPE n TELt:PHONE RISER cit STORM SEWER MATERIALS AND PRODUCTS. SAN SANITARY 14. POWER, TELEPHONE AND GAB:_E IV TRENCHING AND CONDUITS TO BE 3. REAR HALVES OF BUILDINGS ADJACENT TO Sp STORM DRAIN ' SIGN AND POST INSTALLED PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE. WETLAND WILL DISCHARGE ROOF DRAINS VERIFY WITH UTILITY COMPANY SIZE AND TYPE OF CONDUIT PRIOR TO STD. STANDARD LIGHT POLE �'} �� c0 I 7 CONSTRUCTION. CONTRACTOR TO COORDINATE WITH ARCHITECT, DIRECTLY INTO WETLAND BUFFER TB THRUST BLOCK Ix ENGINEER, POWER, TELEPHONE AND GABLE TV COMPANY FOR LOCATION W WATER POWER VAULT O OF VAULTS, PEC'ESTAL5, ETC. W/ WITH ;'y� CONIFEROUS TREEREMOVE ►��1 a 7 15. SEE ARGHITEC:TURAL PLANS FOR 51TE LIGHTING, DIMENSIONING AND CONTINUATION OF ALL UTILITIES INSIDE BUILDINGS. r' r DECIDUOUS TREE F REt`iOVE 0 W o 11 STANDARD M.P. 6-4 O --n•---� EDGE OF A.C. T. 0 RUNGS 2 O.C. O LOCATED ON VERT. O O O --- a CONCRETE WALK, C� H E,I�z 51DE OF MANHOLE, / 4 O EfR0610N CCNI-fR0L NOTES "�� WITHIN 24" OFNOTCH LID O O - -- W - -- - WATER LINE - CAST IRON ,� _� GO`✓ER AND FLOOR O Q OR LIFTING O O O O W a TWE: - FINISH GRADE FRAME 4 COVER HOOK (TYP.) ---- GAS - -- GAS LINE O 1. APPROVAL G .u� �R051ON CONTROL ELEMENT DOES NOT - _ O O CONSTITUTE AN APPRO`/AL OF PERMANENT ROAD OR ___ DRAINAGE DESIGN. 5ET FRAME --- -- O O O -- �� p P4 M ---SAN -- -- SEWER L!yE W d IN NON-5HRINK ---- ---4" CONCRETE EXTENSION RING. 2. IMPLEMENTATION, CONSTRUCTION, MAINTENANCE, REPLACEMENT GROUT INSTALL AS REQUIRED TO BRINGSTORM LINE ==�' �" AND UPGRADING OF ALL ER05ION CONTROL ME45URE5 IS THE MANHOLE COVER AND FRAME TO �--0✓� W RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION DESIGN GRADE - MAX. 3 RINGS �- T� IS COMPLETED AND APPROVED AND ALL VEGETATION/ OR 12" MAX. LANDSCAPING IS ESTABLISHED. r'+ ~ � C+ N V1 � �-� OpaN 3. THE EROSION CONTROL F,'.CILITIE5 ON TH15 PLAN MUST BE l - ECCENTRIC MANHOLE -1 OP CONSTRUCTED IN CONJUN.;TION WITH ALT_ CLEARING AND SANITARY SEWER COVER STORM SEWER rOVER � GRADING ACTIVITIES TO ENSURE 1HAT SEDIMENT-LADEN ? STANDARD -- --- -- --PREFORMED PLASTIC GASKET T NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE F 48" MANHC�E �; MANHOLE FRAME NOTE .., Bc WATER DOES .� E RISERS APPLICABLE WATER STANDARDS. O = AND COVER UNDISTURBED EARTH �° e 243/4 ttl lU DETAILS 4. DURING TL,E CON5TRUCT!ON PERIOD, THE CONTRACTOR SHALL cn 48 _ \ Q 0- UPGRADE AND MAINTAIN ALL ER051CN CONTROL FACILITIES A5 RAM-NEK JOINT J -u � i- FINISH SETFRAME �� THE C'�NT-RACTOR AND MAINTAINED AS NECESSARY vO NEEDED FOR UNEXPECTED `✓TOR"1 EVE�aTS AND TO ENSURE THAT � MATERIAL OR � IN MORTER SEDIMEN"-LADEN WATER GOES NOT DRAIN FROM THE S11E.E= L15E 3/4" MINUS CRUSHED RUCK (LYS GsRADE mEQUAL - ALT. 5AGKFILL COMPACTED TO cJ5% IF ----�� 6,ROUT \ 5. ALL EROSION �NTROL FAGILIIIES 5HAL1_. BE INSPECTED D !X AILY --- �� MANHOLE 15 LOCATED IN PAVED h.REA 22 BY TQ r revisions: S > 4 4- . � 21° j USE SUITABLE NATIVE BACKFILL ENSURE THEIR CONTINUED FUNCTIONING. ° � _ -_ � _ I) qo O ��j\ MATERIAL IF MAN{-IDLE IS LOCATED = - Rev. A GID/JRM 03/29/9 Co. DURING INACTIVE PERIODS ON THE SITE, THE CONTRACTOR o� �j\ OUTSIDE OF P,=�`✓ED AREAS. ►'(UST INSPECT AND MAINTAIN ER06ION CONTROL FACILITIES - 6 12" ��� -i-- `n _r 4 �� RAM - NEK JOINT ONCE A MONTH OR WITHIN THE 48 H40URS FOLLOWING A STORM 1 -�6 ����T_ MAX ADD RISERS MATERIAL OR EQUAL EVENT. SL OpE - I I in AS NECESSARY _ AT NO TIME SPALL MORE THAN ONE FOOT OF= SEDIMENT BE u z - -- --- ---- ---- ------ --- ---- -- - -- --- - -- - ----_ - - ° 3/29/ . °�"F � �-- PIPE SIZE 45 - - date: 0. 98 ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. SHOWN ON PLAN 23�� - .� --_ ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE srA1e: AS NOTED CLEANED PRION? TO PAVING. THE CLEAN ,,1G OPERATION SPALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM �Go o o ° ryo_o 0 31" drawn: ,IRM SYf7TEM. 8" MIN. � 12" :_AYER OF 3/4"-0 CRUSHED --� --- -� /ROCK COMPACTED TO 95%. __ _ may_ _ 6'-O" - -- s-o. -o v-0 6 LAVER COMPACTED job no: RARA0002 8. STABILIZED CO���TRUGTION ENTRA'kNGE5 5i-„ALL BE INSTALLED MIN. -- -- - NOTES: 0� �J°p°�0 ° ° (JQ, GRAVEL (3/4"-MINUS) AT THE BEGINNING OF CONSTRUCTION AND SHALL_ BE MAINTAINEDPO C 1=0R THE DURATION OF THE PROJECT. ADDITIONAL MEASURES NOTES: 1. HEAVY DUTY MANHOLE FRAMES AND COVERS ARE TO BE USED ON ALL ° ° °° " °p °�� MUST BE TAKEN BY THE CONTRACTOR, WHEN NECESSARY, TO -�-- 11AN! !;DEEB UNLESS OTHERWISE APPROVED BY U.S.A. ° ° ENSURE THAT ALL EXI5TING P.:VED AREAS ARE KEPT GLEArJ 1. POURED CONCRETE BA5E -- 5 SAGK MIX, 2500 P.S.I. 2. bL)LID LIDS MAY BE REO'UIRFD IN CERTAIN GASES. -- 6'-O" MIN. _ FOR THE DURATION OF THE PROJECT. AT 28 DAYS. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND 4. USE 16 HOLE LID FOR STORM SELLER 9. f4YDR05EED, MULCH AND FERTILIZE ALL DISTURBED GROUND NOT 2. FORM GROOVED INVERT AND MAKE 5UFFACE 5MOOT14 5. USE SUBURBAN Ti PE IN NON-TRAFFIC AREAS ONLY RECEIVING HARD SURFACE AT THE EARLIEST POSSIBLE TIME. TO DIRECT FLOW. USE SEED MIXES AND RATES AS PER "EROSION CONTROL PLANS: TEC.:HNICAL GUIDANCE HANDBOOK", PRODUCED BY THE CITY OF I ' 1 MANHOLE- PORTLAND AND WASHINGTON COUNTY. 1 ST /� * (IDAF_�`•' MANHOLE, 2MANHOo E �RAME AND 3 HA�..,�.,,.OW FLAT TOF 10. CLEAR PLASTIC SHEETING SHALL BE INSTALLED ON AREAS �/ , ` i� COVER- �E, N.T.-S. SEEDED BETWEEN NOVEMBER I AND MARCH 31 AND WILL REMAIN C-6 N.T.S. c6 N.T.S. Irl 1 UNTIL VEGETATION 15 FIRMLY ESTABLISHED. MSI96-0214 to 96-0231 13456 SIA' Ilawks Beard 85 of 106 �..t,a•..- .... _ .._.. ._ - ._,_ -- -- ---`- _... - IF TIIT` DOCUMENT IS LFSS 1�T�T`1IIIIII lllltll f�iil I IIIIIIIIIII�I II III IIIIImrrT 1�l�ll"1lIIIII 1 11111111111111111111 ! IIIIII I I III IIIIIIIII �I I�II1�111�1�1 1 T� 11 11111 1�1IIIIIIIIIIIIIIII Illlllllllllli LFG1131•F THAI`! THIS, NOTATION, I II �_ I J --- � -- -- - ...- -�-- .- / 1T IS DUF, TO THE QUALITY OF -'»t•• , �� C�s� /�j ( Q TFIF ORIGINAL DOCIJMFNT• --- N°.9e GL 9Z Z 'bZ SZ L Tti� OZ 8T 8T LT 9T 4T 1bt 6T ZT tt i 6 �8 L 9 9 - E 6Z B�IiII II '� � I ', ��IIIII�I�IIIIIIIIII IIII II� ]] ' �� IIIII�IIII�IIII�IIIIII�IIIIIIIIIIIIIIIIII IIIIII!II III IIII�IIIIIIIIIIIIIIII Illi IIII IIIIIIIII�IIIIIIIII IIIII�IIIII IIIIIIIII IIII�WII itIIIIIIII ���� III,�I11111 I I I I I I IIIIIIIII I�llllllll I NOTE: INLETS ARE TO AREA MUST EQUAL AREA OUTLET CLEANOUT DIM. f A1/ED AREAr.� OUT OF F'AYED AREAS 24' ,P X 8" CONG, COLLAR BE LOCATED 2" FROM SHOWN ON P:.AN. SEE - ---- -- -- ----------`-- FINISHED GRADE - 8" 8 3/8" X 6" CURBAND 1" L'ELOW OUTLET SIZES TABLE BELOW. 10" 13 I/2" X 6" INCLUDING ASP4Al_T 5T-ANDARD CAST IRON I F'NISH GRADE. TAPER AND F�ORTLANDIll I I 11 AG TO MATCH FIN!SH CONCRETE CEMENT GRADE. - SURFAGFS. +-,!NGELD C�_E,G'iOUT - -6" x 213C.I. GRATE / / / ---____ __.. 1 6" MIN.-'T oc _- 0 +- -6" MIN. w/ B!CY'CLE BAR5 i �o OUT_ET - // NO PIPE 51ZE A5 =-� L _ / \ / - -NATIVE BACKFILL V IY SHOWN ON PLAN >� DUCTILE IRON 45' SEND \ - /% C.,'x1PACTED TO W% U OR FLEXIBLE ~` _ -_ - r �i\\ \\ o ° �I - - 4► V �Ir O /\\//\\// °o3 o° �\ U �j COMPACTED FILL1T= i R Q r, - 11POP i -OMIN, CRUS"ED ROCK v� ,� go °c� / /\\,\\/. `( s --� I I ° I�.- I q i` g, in (1� SAND COMPL�'IWI WITH O o O 0 // //!/i _ _ -III• L , PIPE SIZE AS -- -- --- SPECIPICATiON SECTION 02200 /f/ /\\\i\\\' h r. _ o� u V SHOWN ON PIAN uil COMPACTED TO 9511 - n i /i///�� Q. Z Z � WYE BRANCH =- I I� o I o � I��_ ��� r \�� F W v r o 3/4"-0" COMPAQ T ED ° o CRUSHED ROCK BAC KFILL- II-o N o ° o o \� -- - - ---- --- - - _ -- -� _ � "ROVIDE t SECURELY INSTALL v 1--DUCTILE IRON PIPE cl _,- 000 0 �� o �� > o oo _� PLUG W/ RUBBER RING GASKET _ LENGTH VARIES - o o°o �o�o �' O �o° � IJI11:- ?d SQ. O GA. OR o o \ - - w TIFN _ PLATE INTERIOR t ll __ - - __ n o �-' � E AS SHOWN (� 'Q Sam 0 0 0 0 ON PLANS EXTERIOR PAINTED w v $o 0 00 °p ° •� I I y W/ 45PI-,IALTIG PAINT l - I i I II±I -1 -) I I� �I i I I h o R - cn ARC111TECTS , 3,.'' CRUSHED ROCK ON PLAN Q � � INCORPORATED ¢ fig I SYPHON CATCH 5ASIN- ri"`� F'IE'F 5EDD ING AND 5AC� IL.1 3 5TANDAF� CLEANOUT C`1 N.T.S. a N.T.S. 34 N.W. FIRST STREET n y Portland, Oregon 9720 12'' ROUND GRATE n f (503) 225-9095 -- 12x6 PVC TEE 3 / II II ---BEVEL END OF PIPE OVERFLOW SWALE Ad e ' 5TCR'`1 SEWER - - ----------- - I - TO MATCH SWALE SIDE SLOPE. 4.5' llfl 100 ERCS I ON I ..-.b•. } 4/ d • ��'•'- BOTTOM OF SWALE -•, GON"ROL ._ .- r � Vp. _ [' BLANKET - ----- _III ----- 12 PVC PLUG '��17 '�1- I o'•�o•o�,• ..o ,••00.,�'• - (=J SOLVENT WELDED 6" 5TOR'-1 SEWER �IT' = T. OUTFALL PAPE •'I -- - _ �. 6 OF 6.. 41' RIP RAP �.., EX-END RIP RAP I' - O" F Fz01"'' OUTSIDE OF PIPE, BOTH 51DE5 •s BIOSWALE ^^ WAL.E SECTION � DRAIN � AREA IoSuJAL� OI�T�ALL �� rAiL C-� - C� N.T.S. - w N.T.S. � � �p•�r�'� TEE PLUGGED ROSS BEND PLUG OR CAP � �q. HYDRANTS TO BE MODERN MUELLER CENTURION , A-423 , 6"MJ, 5 I/4"MVO w �' A` SPORT - TWO 21/2" NST HOSE CONNECTION AND ONE 4 I/2" NST PUMPER",, 4:::! �•,,h , •;; a tJ ti� c ��'c �4-00��4' APPROVED EGUAPENTAGON - WATIERCNG USTPACER 6790 or OPEN LEFT CCLOW MEDALLIONOLOR 4 -• BEHIND BACK F " 0 a• M• :� p CURB,AND/Oft j \ ,F Q p� 9 BEHIND BACK OF -- - -- - - - -- r +. if, Y� �. • ' w SIDEWALK ` sty ; v oe0 F O N0. 910 VALVE BOX TOP .• �` ' •�� . , .::. - d � �Q W/ 6" PVC PIPE 3034 •"a!;.f�:. . - x I / CUSTOMER a ` J� I 3/4" ANGLE METER STOP � ���� _ J��" / �� � � •• COMPRESSION x METER THREADS SERVICE LINE 3 OR I8" LA% PLUGGED CROSS J TUE x w ' LESS MUELLER H - 14258 MIN. CONCRETE THRUST BLOCK SCHEDULE 5/8"x 3/4" BADGER METER PAVEMENT BEARING AREA OF THRUST ARE FEET) � ( e1.Iac1cs a� sou 3/4" PRESSURE REGULATOR ( IF REQUIRED ) N I / -- -- SIZE(IINCHES� tPL14 TEE oR GAAP 90* DOC OSS ON RUN SEND BEND BEN0 22 D p 111/40 BEN D WILKINS SERIES 600 _ Al A2 DETAILS COVER DRAIN ROCK 4 01 .3 01 .9 02 .5 01 .9 01 .3 WITH TAR PAPER FL x OF�!� 3/4" 0 6 Ot .9 04 .0 05 .7 04 .0 02 . 1 01 .3 BEFORE BACKFILL ILII MIN. 8 06 .1 07 . 1 10 -1 07 .1 03 .9 02 .0 O1 .3 10 07 .9 11 .2 Is .7 It 2 06 .1 03 .2 01 .6 �• 4 I 12 11 .3 16 .0 22 .7 16 .0 08 .8 04 .5 02 .3 ?' 221/2° I /i,, 1 14 15 .3 21 .7 30.7 21 .7 11 .9 06 .1 03 .1 {. -' • I 16 20 .,0 219 .4 40 .0 28 .4 15 .5 08 .0 04 .0 ---- -- - + ° Tli - 18 25 .3 36 .0 50 .7 36 .0 19 .5 10 .1 05 .1 revisions: m 20 31 .3 44A 62 .7 44 .4 24 .1 12 .5 06 .3 3/4 CORPORATION STOP WITH �I 24 45 .3 64 .0 907 64 .0 34 .9 18 .I 09 .1 / .MAW AWWA TAPER THREAD INLET AND COMPRESSION Iu I o ��'= I ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I . AND AN FITTING OUTLET. If- _ = '= -� = I �- ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO MUELLER H - 15008 COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING 6 MJ x MJ (LENGTH �� STRESSES, USE THE FOLLOWING EQUATION. /ARIES) HOLDING MAIN WI1 H MJ x 6 FLG TEE BEARING AREABa (TEST PRESSURE/150)x(1500/SOIL BEARING STRESS)x(TABLE VALUE) WATER SERVICE SPOOL (SEE PLAN FOR MAIN SIZE) date: 03/29/96 4"x 8"x!f" CONCRETE BLOCK NOTES NOTE= FOR INFORMATION ONLY . TIGARD WATER DEPARTMENT INSTALLS t 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. scale: AS NOTED COPPER SERVICES AND METERS. TWD WILL PROVIDE PRESSURE REGULATORS 1 1/2 YDS OF 11/2" - 3/4" DRAIN ROCK 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.. FOR 5/8"x 3/4" AND I" METERS IF REQUIRED. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN drawn: JRM ENCIRCLED ON THE PLANS , eq. 15 INI NCATES 15 SQUARE FEET BEARING TYPE "K" SOFT COPPER SERVICE -ONE METER FOR EACH SERVICE AREA REQUIRED. 4. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS jib no: RnOooz 3/4 COPPER SERVICE FOR 5/8" x 3/4" METERS STANDARD EIRE HYDRANT DETAIL INDICATED ABOVE, ADJUST IF NECESSARY TO CONFORM TO THE TEST I COPPER SERVICE FOR 1 I�llETER�S PRESSURE(5) AND ALLOWABLE SOIL BEARING TRESSES) STATED NV THE 2" COPPER SERVICE FOR 11/2 ' TO 2' METERS DETAIL N0. 101 SPECIAL SPECIFICATIONS. (PROVIDED 9Y ENGINE ,R) 5. BEADING AREAS Ar'D SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE I' PREI',EDENCE OVER BEARING AREAS AND BLACKING DETAILS SHOWN ON �E1-AIL NO. 108 THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS IN SOJAK- FEET . STAN.DARp THRUST OUDCKIN�_T�#;; �T�►IL NO. 202 C7 , -� WATER SERVICEri'� STANDAtRID"' FIRE HYMRANT DETAIL 9 STANDAmn""'% THRUSTE3LOCKINGDETAILS MS'I9G-0214 to 96-(1231 N.T.S. �� N.T.S. �� N.T.S. 13456 SW Hawks Beard 86 of']06 Ir 1�1 Ilr 111 III "Ijl 111 111 I I III IiI. I.LI III III III 111 111 III 111 111 I 11111111 111 111 III III 111 I I III III III Illllll 111 111 1 T T111T�1 111 I�T III III 11111' 1 II III III I I1 IF THTF THANDOCUMFNT THIS 1S LESS ll I I I I I I ,� I I 1 4 I I I I , 1 6 I I I �j I LRG181•E THAN TH1S NCTATTUN' `_.----- ---1-- -- -- 1.-..�- ----.-'I------------_-..1.�-----��-------�____�_-�--I _�___._� TT TS DUR TO 'i'HE QUALITY OF ( / Q THE ORIGINAL DOCUMENT. - - - - -- -- -_ -- -- - - ---- N.9e _ o�£ 8�Z 81ti Lti 9�L �Z �bZ £�L I G jl� Z 8iLi 9t 9i ibF111111211111 >t; i�l��n"]IIIIIIIIIIII �, I Iillllllllllllllltlllll�lllllllll�lllllllll�lllllllli�llll I I I�IIIIII► 1111�1111i11111111�111�1 lulu , I S.W. 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LI.I 5EE SHT. 1-1.1 1 GROUND �` c�RouN� e�Rcxl�'�D LAND 5 CAPE COVER _ GOVER _-- Gni�R P �` — -- �• 3 F 3 m 3 d revisions. —4- - �- data: -Lt'Z' I, Iq^.b drawn: I � _ --4 job no: 9609 KE),00' COU' 7"'Ir F"T-1) 5CALEi ��'s/'"0" 5CALE1 1 ,a2 MST96-0214 to 96-0-31 1: 13456 SW Hawks Beard r". 88 of 106 ....sww+r+«r�.M�f1eMMK+nWYMu.N1v+AlMwtwrl'aA.wMw•1.wNMw+M9M�requ..,wuw�w..+rnw+.nW mw,:wnM�»..•........�,.,w�+•wr.. ._ .Ki�,.m.w.�.+wewaw..ee..n..r i. fTT I T 1 1 1 1 1'I l l 1 I I i l 1 1 1 1 1 1 III I I I I I I l l l T l i 1 T 1 T l l l f 1 1 1 1 I 1 1 1 I 1 � I I I III 1 TF THIS DOCUMENT 1S LECe 1 1 I I l 11 TItT NOTATION,eI I I 1l I LEGIBLE R KHAN 1 ._._- 4 --G1 TT IS DUE TO THE QUAIXry OF THE ORIGINAL DOCUMENT. -. _ _._— �� __-_. -- — __ -.�—__ -- _ - - -- J �E 6L i BrZ L�Z 9t �Z fb� SL Z i>G ! OZ 8T 8i Lt 9T �T ibi �ST >Gl it T A T� 1.; �99 9 1r 8 >II tII 1 ' I 111111111iIIIII111111!I�iIIII�II11�111111111111111111 I 111111�IIIIII "I�IIII�IIIIIIIII IIIIIIIIIIIIIIII!II IIIIIIIII IIIIIIIII IIIIIIIIIIIIIII�IIII�IIII�IIIIIIIIIIIII!11111 Illlllill�lllllllillllll IIIIIIIII III11iJll IIIIIIIIII�IIIIIII IIIIIIi lllllllll�llll llll�ll llllli1III II ll EDLDL � � � cc �ca w __J Iz!/ a: F F W_ C �l J oy 7= U ILI ILI u A A i V\APu —� c-- 0 RAR NA I < ¢ °' , GENERAL CON5TRUCT I O NOTESG 0N > 0 ARCHITECTS OR � w � 3. 0 �; INCORPORATED BEARING AND BOUNDARY RESOLUTION 15 BASED ON A RECORD OF SURVEY G A :R D C." Q I. FILED AS S.N. 13 14 AT THE WASHINGTON CrAJNTY SORVEYOR'S OFFICE v , F � N Rx i. ELEVAtION'� ARE BASED ON CITY OF TIGARD BENCH MARK 140. ?!I. A 5RA55 Q Q ¢ o DISC IN THE CURB ON THE SOUTH SIDE OF SCHOLI_S ROAD, i40' WEST OF THE INTFRSECTION OF SGHOLL5 FERRY ROAD AND 135Tr4 AVENUE, ?' WES1 OF GUTTER 34 N.W. FIRST STREET INLET, ELEVATION 193.11 CITY OF TIGARD DATUM. Portland, Oregon 97209 TBM 15 ROBERT E. MEYER (503) 225-9095 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS /"� y_' �T � ANGORA N,' caw I-N.�r„1_S'. - �r GALLUWAr - REQUIRED BY CITY OF TIGARD. CONTRACTOR TO NOTIFY CITY INSPECTOR LETHA 1_ — S THOMAS, %39-4111, AND ALL UTILITY COMPANIES 45 BUSINESS HOURS PRIOR TO — Q "� Z START of CONSTRUCTION, AIVD COMPLY IUITIa ALL OTHER REQUIREMEN,r S OF DRS. - _ul 1 11 J ,Now SN c�,hLANn a LEGEND rr-� . }}'��V I At ONS AY -� BBQ '151.541 TO 151.511. ; C r o IR 4. ALL EXISTINGFACILITIES '.-O BE MAINTAINED IN-PLACE Bl THE CONTRACTOR EXl5TING PROPOSED CB GATCI•' BASIN UNLESS OTO'7-I WISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL IARP AN . �� .� T"'� I • FOUND MOIJUMENT GL CENTER LINE Cori PREG��UTIvNS NECESSARY t0 SUPPORT, MAINTAIN 0R OT�IFRWISE PROTECT � / � w. 1 CO CLEANG'1T V 1 EX{ST{NG UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION, o i 1 1. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER THAN 3--1� ,� -_ _I I 1 I ao: DEA CONTROL MONUMENT CONC. CONCRETE ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER cult \ , _ �-- '� DWG. WI PC ®F�aaY i -� WATER METER DRAWING I DIP DUCTILE IRON PIPE 5. ALL WORK. 5H,�LL CONFORM TO THE CITY OF TIGARD STANDARD DETAILS AND > SPECIFICATIONS, CITY OF TIGARD AND THE I_ATES' EDITION OF THE STATE OF CATCH Et451N 'L�l EXIST. EXISNG TI / 00- __ SPECIALTY PLLiMBING c1 CODE. ----�--------�..__1 . N FF FINISH FLOOR av °m a { \ N -T- MANHOLE O F1-, 6. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUT, MONUMENTS, GAS VALVES, FIRE HYDRANT IE INVERT ELEVATION M■+�1 WATER VALVES AND SIMILAR STRJCTURE5 SHALL BE ADJUSTED TO MATCH FINISH, SPRrNC CO GRADE OF THE PAVEMENTS, SIDEWALK OR LANDSCAPE AREA WHEREIN THEY LIE. vo OFF--SITE TRE / 0 F � ® WATER VALVE ® L LINEAL FOOT ^ i 1. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS IMPROVEM NTS `�C MH MANHOLE F�+C ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE -�� _ � Sad < - � FIRE HYDRANT MTR METER ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF n ��� / J ' PVC POLYVINYL CHORIDE SUCH RECORDS. CONTRACTOR TO FIELD VERIFY LOCATIONS, SIZES AND DEPTHS v AWKSH[ARD -a �, �\ s THRUST BLOCK A PVT PRIVATE W OF ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIAL AND STARTINrs pc I S1 cr. 10,CONSTRUCTION. ` F I i ow �; a s TBM STA. 33+36, RT. 1.54' CENTER OF SECTION 33 i 2" BRASS CAP IN PIPE j EL. 190.42 I 0+00 SW NAt1K.SBEARD 5t. SEE b OF b W 33 r,"L'34 it SW 135TH AYE. 3 FOR STRIPMG i L IGNT Ws 0+92 _GRAVEL IMPROVEMENTS POLLUTION CONTROL MI-I_ I) E�RA �STRUGTION NCE �I V SIR. 0+11, RT RIM 191. 4 �� 1 4 m I.E. 1134.02 z _ A DITCH INLET - CONSTRUCT 5105AGS ~ w -STR 1+08.23, 18' LT O 10 20 30 60 120 Q Q Q O � RIM 186.4 IN DITCH 4 3 1.E. X85.40 AND AT DITCH INLETS Q ►!1 r - /) DITCH INLET _ Jr�,� a t ' !✓EGIFI DITCH 1+88 OL - STR. 5+00, 18' LT STORM SELLER. MH (SHALLOW) � xr- '� � STORM SEWER MN�_ n RIM 186.4 6 v Q `� ~ 3 ( / O 0 SM 1+08.23, 5' RT - d 5 (� I I HAWK554- AFF.) G' I E 186 40 5TR 5+00, 5' RT -� r- DUCTILE m ° - X ')Ih - �J. W. J T FRE E iN IRON PPE RA r x k DITCH - x x x x x Q Ill r r GRAVEL CONSTRUCTION I< ! � - i --- - .__ - - --- - --- - - -- - ---- - - ----- - - --� -- r r �'_._.. � -ENTRANCE 'st0 1 1 1 1 1 1 1 . �' 1 1 1 1 1 QU� F CO ARCHITECTS F 10" - m �1 0 y 4 - - -- - - -- - - - - 5■C�.OIBI _ - - - INCORPORATED ImmomEmz- s - -'�-' _ INLET BARRIER 2 �� a M - ' ! `� - - - - - - - x - - `-- --T __ , =-x -- X X X X X X X XL_ ---X X X X X -- X X X X X _ X X-_ X X _ X X__ _�( X X ---}( -_._k - _ 34 N.W. FIRST STREET STR I<08.23, ib RT 1 3 5TR 1+08.23, I&' RT `�._. I 5TR "I* 2 1 - Ib RT 2 INLET -J RIM 189.3 1 1 �- �I 51TE IMS ROVEMENTS X90 ~--_�-- ~" "- 189'3 - I I I I C I i I i RIM 190.18 _ / Po Oregon O Q - 1 I.E. 18b.3B ._-f- "►._ _ iT�.- - - - _ ._ - 1.E -94 BARRIER - - i (5 3) 4 LF 10" t__ 11 LF 12" , C TRLiGT . --r- 22 95 _ I i T51ENFENC T E i I _ m � � - .,� /10 I I - ; � �N'T6 I � � ..ti �g• - i. `� .,�'F• 6 �ti ' I �� I � I � •... -ISO 5 O QC.O F.F. �' �:.O I -�'--... ' C? _F.F. 1Q2:4. . 19 .0 190. c F.F. 1 to F , .fi: F O t , ;90.0 F C.O 90.0 F 1= F /10 v l RFP ACE cB �-- - x W/ OVERSIZE I r- - - _. -_ _ ._ RIM �f� - �3 F.F. r Ulf --- _ I.E. 13.65 r--J I-� 1 )89.0 r y j /> a co CONSTRUCTION NOTES_ ~t '� W R/W RAU 25, r © SAWCUT AND REMOVE EXISTING CURB AND SIDEWALK- 25' CU1�S Cl.1RYE D,4T,4 CU2S RETURN D,4T,4 w 1 U2 CONSTRUCT CURB AND GUTTER, SEE DETAIL 5/I R ■ 25.00' I 0 = 103'20'38" 0+00 PC CURB RETURN 191.90 CONSTRUCT 5' P.G.G. SIDEWALK, SEE DETAIL 2_ O EXIT. GROUND ,'ORM SEWER W 5/1 L ■ 45.09 /4 A 191.49 w 1 3 LC ■ N39 II O7 W 1/2 A 191.08(D _ C '� r f� CONST�,ICT 24 COMMERCIAL DRIVEWAY, 5EE DETAIL �I 39.22' �� 190.66 - - - - W m 5' CONCRETE SIDEWALK 4 J ' PFR CB-305 BY DEVELOPER I 0+39.22 ■ 0+52.15 NAWK.SBEARD 190.24 90 '----- - - -- � - ------ T .- PROFUSED E.P. '� CONSTRUCT STD. MANHOLE, SEE DETAIL -/ I = 2 5.00' o R Q tr, CONSTRUCT 51-TALLOW `-44, SEE DETAIL ,I 2 ■ �6'40'S1" TG EL, y c� L 33.46 r- 0+00 PC CURB RETURN 191.00 2% y;� (J CONSTRUCT POLLUTION CONTROL MH, SEE DETAIL /1 LC - 85 '33'47"W 1/4A 191.09 31.02' O 1/2 A 191.11 92 L.F_ 12" S=O. O� _ W CO o - , z J ® CONSTRUCT CATCH BASIN, SEE DETAIL /1 •/4p 191.05 - j Z Q �`� `-'_' T ?. Q m W i 3 R 151.00 0+33.46 0+33.44 HAWKSBEARD 190.92 3-I/1" A.C. PAVEMENT CLASS "B" AND "G" ® CONSTRUCT DITCH INLET, SEE DETAIL O 0 = 13'09'40" I U U 0 O ,�• /I REPLACE EXIST; CATCH �A51N .. p L ■ 34.69' _ E,,r A 2 LIFTS (PLACE �3oTH LII='rS SAME DAY) WITH OVERSIZE B w CA LC ■ N83'30'51"11' STA 0+00 POLLUTION CONTROL MH_ C!� � r A 2" (3/4"-0") CRUSHED ROCK (� ¢ L `� -----�" (2"-O") CRSISHED ROCK 34.61' 80 - __-----. _..._.... ___ 5TR 5TA?0+11 5' RT. "� 4 � O Ems-• RTM 168.5 <, I.E. 183.6.3 __.__... Q E- _ 2' MAX. DITCH DEPTH R 1 5.00' � ______ ._____. _.__._ ___.-_-... ___. RIM 191.4 Q � cc 0 W Q � � o ® 0 = 19'43'24" class_ti $1 �4GICF 1.E. 184.02 L ■ 60.24' �- 5W T"TAWK55EA� ST. LC ■ N8o'14'05"W C ` --- --- ---- II II ---- w � z 59.94' TYPICAL SECTION ' L INE aw O '� aQ Z 0 NOT TO SCALE ' �7 zx n� Z _ w C/O o w v M 3+00 +00 .-...-.-.---..__. _ . _.. 6+�0 _ -.__-'_-- -._.__ _..-__.__._._..___-- -___-__ _ .__._..._ ..------ __ _..�..__. PI 100' Yc - - �. PI Ion' Yc - _ -- - P1 loo' �✓c . _. --- ---. . _ ...... __-_- - f'1 loo' vc _ W _ _........ HAWKSBEARD F E _ ___ _ _ .- _. _. _ _ *189.50 = .L 189.50 ._.____._.__._ _._ _._ ._ -..___..._._. I _ EL I91.5o EL _.. ._.._..._. .___ ._...._. .._. .__ L 19. w • E 120 STREET - I 20 Q U O O ---- i F= Q -- - 200 - STREET AND o ! �, w - NAGE ._ �. u o o _ " �� " N �_ _ 3 µ ....._......... IMPROVEMENT'S S o (d�� Z r ° I U Q - J - r j J _ _.... 01 _ �D 6i _.................. (� (x1 U _ _ -1 } J } W _ J Q } v U �t U r 00 revisions: L _ Q� I °H W O ' W " l'� U - U _'- t! w !D U� � W W W cA -J U d' W U � r Iii - y' � U O X ai + } --�--� J - - W } a - - - } - -- ----- ---- 1 -- - J -- O A m w �► w w w _, m 1 � 1a -, � to ut-- w a r w aolLt�i / / / > -}- al W W w ....... ._ t! w _........... .. . j ... W Q d► c' J •- Rev. A GID JRM 03 29 96 1 IL ... FIN15H GRADE +e r- 0 a W ... _ . _.. SW HALL K5BEARD $T• 7 Rev. B GIll/JRM 07/29!96 IA W Rev. C /JRM 09/20/96 - - - --- - --- ----- - - _. .. 190 J �4 DITCH, 18' LT _.__._._. __ _ _ . ___ _ ______.__ ...__ __ _ __. _._-_-. __. _._...___._ _.._--._ __-__ _ ...___ .___ __.__... __. __.__ ____--____ ._ _ ____.-_-.__ -- - - --_ 3/29/9 I _ 1 �% . . -- -� +10 ......... ........... .....................__........._. .. .......................... .. ....._.... ....... ....._.. _. ..._................. ... .._..._......_.._._........ r_ 392 LF 12" S=O 004 - - _- _-... ....... .........._. ...N__. __.._ __-. ___ • Ea'15t GROUND. � � - 4 1 I2° S■0.004 - - - I scale: AS NOTED 91 L� � ' SW NA�UGSBEARD ST. ll� � r- EXIST. GRC�I,IN - - _ - o - - - 6f drawn: GID JRM 0 n H/ W1C8 Eater $T. / d ............... ..... ......... .. .... .. ........... ... . ............. . ......... - . J jobno: RARA0002 W . ...... ... .......... ................. ........ _ ......__..... . . ... ............. .. .._.... .._.......... ... ......................... .. . ..... ...... .. .. . .. ...... .......... .. .. .. ............ s1 Q POLLUTION CONTROL MN Lm�4 _ .. . .. RIM 189.6 O . 1.08.23 E.. .l>135.�1__ 160 L STIR. STA... all, 5' RT_ _ RM 189.6 n I.E. 4 r- E 84 O IM 191.4 ...... ...-... ...._. ... .. .. ... I.E. 184.0? GLASS. "D" BACKFILL SCALE : 30: .H0R1 Z. ........ . ........... ..._...._ ........ ..__ .. ........._..... ..... . ...... .. . ._ . _....__........................................ _........__. - .� __ . __.._ ___-..._.__...__.-_ __-.- .._._..__. ___._ _ _- -• - _ -- _._.._..__CON R PIPE --- C' SEWS _ ll v t -- -----. ��.-.__ 4- .......... _- I o f 10 0 1+G J 2+DO i 3+G0 4+00 5+00 y� 6+00 '1+00 8+00 1+00 ,.l _ � `3�ww�Mtr. .e^.H..,....,...,�.... _..__r•.+..ra.q�Oww,_,._.....--_.,..: ....-,..�,..�..,,.nwyY11N.:.y�O.RYww�r.-.,..rw..aaeN/ACM...., !'SIN p�...�••wAM�Mrr,�}.,,- _ 1F THIS DOCUMENT 1S LESS T1T�111 111l 111 1111111 111l l I I l ll ll l I IIII 111 Ij111�1 I I I I I IT lull 11111111 T11I111 ill 1111 IIIA I ! I l i l 11 111 l l l l I I l IIII 1111 1 1111111 1111 1 l 1' i l l I I1 1111111 III III IIII I LEGIBLE THAN TH1S POTATJON, 81 1T I� DUE, TO THF QUALITY OF /� / QQ� THE ORIGJN/�.L COCUMFI`I'1', - - -- -- _._-- __-- -- _-- �__ __...- -- _ -- - --__T TGr I GII S�Z� I ♦rG >1 [jG oTZ 8[ I 9[ ! Li[ 1 9r J 4[ TIVIT11 TBI ,,, ( L[ ! [[ I O�T II�6 ( I� I !9 I SII 6 IIIIIIIIIIIIIII�III, IIIII,IIIIIII !11111111 IIIIIIIII 1I►�111I1II11111I11I1I1111II► IIII1,III IIIIIIIII IIIIIIIII IIII IIII IIIIII IIII IIII IIII IIII Illl lli..11ll IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 1111711111111111111 IIIIIfJII ray g: r / �I —p •_yy 45 We ui j Ix • lY ~ _ . ........ .. 1.- -717 Q - SEE SUMMEk 6 EEK VILE s FOG LINE ... ....... .... � SHG it J�R ..... ._.. _._...... _ ' . - - � • � 2' FROM EDGE OF PAVEMENT N �- IMPROVEMENT' PLANSul , M I CONSTRUCT CONSTRUCT NEW (L cl; Q t _ PAVEMENT SECTION Q ' �Q .� g' Q c� i SEDIMENT �, �- � N � SEE 2 OF 10 � tj FENCE--� MATCH - v .D - - Al -- -- 5 _ _ co o .% ILI6W 1316T FLACK - -- M - - _ _ _., ---- — - - - -- - ._-- - ------ -_— _ - -- -------- -. ARCHITE CTS� 0 0i 11.06 it SW HAWKSBEUr > RATED LXU �11.ly INCORPO CONSTR1iGT ADA RAMP cn � A u1 ►- / `�' - PROPOSED R/W •! Q Q LO 7_ t - — - T.�TORl1 8E 80 L.1'. i0" TORM oO I 34 N.W. FIRST STREF - — - / 'n --CONSTRUCT 16" STD. CURB ' x R1W �1}, R/W Q Q N Portland, Oregon 9720 ^4 EXIbT. 8" SAN. SEWER s - - - + f- � -I l i I (503) 225-9095 EXIST. STORM SEWER MN (:ONSTRUG i 5' 0 /1 q'ov 16' PUE ^_ VARIES- _ 25'_- RIM 181.62 , \. P.G.G. SIDEWALK r O'- 43 5' �, "" 4'., "' - REM EXISTING BARRICADE I.E. 111.30 REPLACE EXIST. G_. an o W/OVERSI2:E CURB �' �a ;' MAT H HAWKSBEARD ST. IMPROVEMENTS I I VARIES AND GUTTER C:n -- -- RIM 181.04 — SAWCUT AND REMOVE _ - I 0-21' ' EXI T. PAVEMENT I.E. 118.90 EXIST. A.G. ar'D CURB .__ .. ) 5 P RCRET CONCRETE \ G STRU T BUTTER AND CURB � _ BY DEVELOPER CA H 5IN �� (e► ---� PROPOSED E.P. ( cn CONSTRUCT - RIM 184-OCk INLET BARRIER I.E. 81,00 t ��, \ I CURS CURVE DATA R 3 ?5.00' — ' /10 ! -- L� 11'01'36" I y Z'tj�. O� L = 33.65' CUfzS RETURN DATA LC = S38'31'2O 'E 31.11' TC: EL, I I - \ 16 STD, CURB 3-1/2 A.C- PAVEMENT CLA5511 811 rr AND C 7+10.01 HAWKSBEARD RD. 190 2-1 ` J 2 LIFTS (PLACE BOTH LIFTS SAME DAY) 2O = 62'01'44" i 0+00 CURB RETURN I �` X 190.10 \ I 2" (3/4"-O'') CRUSHED ROCK ^^ L = 26.52' 189.14 1" (2"-O") CRUSHED ROCK F--� LC _ 530'51'20"W 3i4 G 189.33 25.25' 0+33.83 1315T GT. 189.00 = 0+33.44 CURB RETURN - - w R a 32.00' ( � SW IA « 144'50'53" 3 ST P1...•• O L = 80.90' LC N10'21'15"W O 10 2c7 40 80 I TYPICAL ( 61.01' � 3 NOT TO SCALE 0 E"' c G� w �� E- sw _ - ..� Qom w E- Z _.... U} ! . $ QUx � p 0 _ j FIN. GRADE .. Q Q C. 511) 131ST PL. ! i al _ z r� loo' p 190 — — -- - r-'1 EL. =i 480-.W . � C-4o w I ul EXIST. CsROYN+D 3 J � �- - o w TOP OF G� � g.O•p3 __ . - __ _ --_ - __- m __ I 31ST PLACE STREET AND - rD 141 5 DRAINAGE w f....... .. ... . ... w _ ____._.__..-__._____._ _ . _ _ EXIST. GROUND I IMPROVEMENTS -- _ _.... _......__.L _._...__.... . . d 5W1-31 6T. � I 180 F'ROP05ED TG Rev. A GID/JRM 03/29/'96 GRADE -�'.- _._ 4-- 8 GI Rev. / RM 07/29/96 POSED —� n J GATC.H BASIN ' 2 Rev. C GID/JRM 09/'0/96 - — --- 1 -- ------- -- - — __ -- -- -- - I SCALE., - N R - _..._ --_--" CATCH BA5IN ' _ - - . _ _-- ____. _._... A 2 � I i date: 03/29/98 SCALE: 1 ■2O 1-10 IZ. ! -�- _ } '��n4' --VERT.---- �"•ale• 1" 0, + - ------ I __________ _�. _._ _ —.- - - -- ._..- ...._.— _. _._ . __.....__ .. --i.____ .._._.__ _ _ ---.._ ._.. --- _. ...._. ------ --- -._ ___ ___ —_— — - _._ _—.. ------ --- ------ -- -- _- -- _.—,_ drawn: JRM 1" ■4' VER � --� 170 i O 00 In job no: RARA0002 ' CD �i Qp Do 0i G) CD c�) rr 00 00 00 ao 00 N4 'n 00 00 00 00 00 _ _--- _ - --- -- 0+ 00 1 + 00 + 00 C, 1 + 00 2+ 00 3-r- C 3 of "ON 190-0214 [090-02J1 TOP O� �' t�R ��O}•� (�� ��� � �� .' ���✓ GENT. LINE PROFILE 5W 131 L. 13456 ,SW Hawks Beard GUR5 PROFILE �+ ')I of 106 IF THIS DOCUMENT I� LESS TTIIgEI!IIfI81I1I Z1 [III�!il!8l�lI ll!IIll,Illlllll llillll�llJllillr l�lll�llIllIIllIlIl1lIllIlIl�Il_I�lIlI�lI 1111111 LEGIBLE THAN THIS NOT/iTION, llII1l1llT�r1lI!1I1IIT�I>II—III��lIIYiIIIIl�IlI-lI_IllIIlIIl�lIIl I�I Illllll���lllliIIl ll-�l-ll-llII��llllll llllllll�ll ll�lIlIllIlIl=IIIIIIIIIII_I-I�jI Illllllllllll8ll IIIII�lil�111�1iTIT11�111�11�1III Ill_l._llll +ll�I1II IIIIIIIIfltl4 IT IS DUI,, TO THE QUALITY OF No.�e �•� THE ORIGINAL DOCUMENT. - T`Q U� �QRf Z 9 G Lt 9 t I 1 G 9 9�III��IIIIIIIS ! fII�IIII8IIIIi111IIIII1111 IIIIIIIITI ( 111 I1111 11l q! j - — ' TI III IIII �I SAN. SEWER MN 7 / SEE > SHEET 2 OF 6OF I.E. 1� ., �o STA. D+00�LINE "PI.E. � 5 " °, � ------ - L I VE TAP - _ BTA. 9+t7(c, LINE STA. 6+42, LINE "D" r 1 4 EXIST. 16 D-I MAIN __.______--- ----__-..-- 1 i 100 BTA. 1+13 LINE "C" 12"x8" TEE W/ B" .STA. 1+53 LIN "Du y us W/ 16"x8" TAPP14-1i - 11"x8" TEE W/ 8" GATE VALVE (5) C 4NE:CT TOI - or v _ I I TEE AND 8 TE VALVE TAPPING GATE VALVE GATE VALVE (5) 5- W. HAWK!55EARD 6TREET AND CONG. THRUST EXIST. BAN. > EWER ' AND CONC. THRUST BLOCK I / 15LOGC f <'l��;n /mmimrnmrn,n�n�rtnrnl �'1�1�4'11111rmio»>rrfmnm»>i�,�r»mnir�miimnmiiJrnmnnn,trmyriiro»n. ' L INE 111D .pp I.OG 2+00 3-00 4.00 - - - *x,00 - �p -4-7 04 ®R '1 I� sz-)41 1 v // & n I ROP05ED 12" D.I. WATER 1 C I r - --- -------- -- - -------- -- / - - _ ` 15' PUBLIC - ' -F.H. ABBY. - __.__.... _ ._ . r �, _-,.__. __..._ _ _ _ WATER EASEMENT - I , z I ►� '�-- ;h Q STA. 0+82, LINE w -� /, - -- «-1 :__�, - P �, f-'1 - , I -----� < � ARCHITECTS _.._ _-8,1,w"-TEE W/ - , - --r r � - -_�----�_ �.7 .. J'""",. _ I -- \ J i• ! � U . 0 GATE VALVE- 4 � 1111,0 14 % ! Q O I - � I I W GONG. THRUST T P Ir:F. M ;,;, -_ - i 5 . �, 3 I C 0 R P 0 RATE D BLOCK - -- I '?0.5 t; �a.r_ - // �7 i-I. (� co Uj < P.P. 1 F.F: IS1.0 F.F. i90.o F.F. ..0.0 F.F. 190.0 F. . 190.0 F F F.F. °� .J F. 9 .G 1 �j r �, 92.4 Z00 f ta?IMrl r I-- 190.0 �p ��. 190. I I Q Q N a TA. 3 I BTA. 5+? - ��8" ..Q F.F. i f _- - u.3 - h 0 Q d 34 N.1/- FIRST STREET 1 ` _ " GOF P STOP ' '811,5 C � `/ --, �- � . �, 8„A X8+08, LINE LS N 3 Portland, Oregon 97209 1,7 if •„ II II - 8 xb TEE �-6 I V/ I- l� . F BTA. 7 INE - N (503) 225-9095 Q \ �� STA. 2+a� ---U _ , W/ b FL x�1J i--- ! -STA. 5+55 I.�NE "B I 119.0 'i Z" STOP .i , GATE VALVE t �( 1 _I ;` I 2" GORE'. STOP I L I b LF L (N GATE YAjf V II CARP. PTOP I - LU I QL - b LF z � � -, ) - _---- - - - _ __ r- - �_ H_- Y, - Q GONG. TNRUfiT = Y BLOCK � I 0 - g.o0 " bra _ 1'LF Z" U i 4'd1 LF 8" I9.1: 6 LF Z 21 LF - _. _.. =::a■I .... �... I� . -' 5 ILL- . STA. 6+9? LINE "B" STA. 8+91, LINE "A" • $ _ '� I x STORM SEWER SYSTEM � $ , STA. 3+04 LJ "E�" s STA. O LINE "5" IF - STA. '3+85 LINE "BY"� _ � �_ F.N�A66Y.__ Z" CORP. 23 LF 2" 6"x8" TEE EE W/ 8"'464, LINEB„ � � I STA 8+46 LINE I'AI' r 3 IlU - - n - Y Io T [ 12 GORF'. 5T �1 _ 8I: T IL/ 8" 2" b"x2 I 0 0 I 0 O O� -GATE VALVE (S) _ 2 CORP. STOP 0; 0 O 0 0 CRP STOP - _ - F.N. AS ( GATE VALVE (E) I li dJ !i 00 u: I u u cd � f� r.F. '�a.: iJ-- � � 5�+''Q r •' EiJ,)E�i 1 4 u' c0 w >i Al li u- I I REDUCER ao �p ao I co co u cIJ c0 co l -i -- 4 GONG. ,TH"T �i �i c0 u. dJ u CAI LL cA 4 LOCK 8- O = ---- -- _� _ II $4.�2 T � 1 � � `` RIM BLOCK_ � I _� I L � � �- «. i c0 �I _ F.. . B STA t 1, IN1=�IaTh x I - �.F. 188.0 nnrl:: q N. • -� - LJ (1 . S ,L I E I�5 �� SII ,. S"xb" TE W/ Com" '� I r_, F F ! I Ib LF Z W-r X W GATE VALVE t '- �') 186 O # F.F. 88.5 GONG. T1RUST CLUBHOUSE I - `^ , r_ ``"'� F.F. 189.0 F.�. 18°�.O F.F. 189.D -------{ ' o w •-1 . .0 F.F. 1?1.0 F.F. '116.0 i - BLOCK _. J L_ 185.5 E--♦ F.F. Q 75717 r'^ I M 11 11 1 � � AT„ is X11 ; 50 LF � 1, . � -•�, � -y I � �'`J'''� ,, � 51 A. 1+5J LINE A . i . ; .,,.. ._...__ / Pik �, ' _ _ Z" CORP. STOP >1I i L i F.F 18N'.5 Q STA. 1+00 LINE 1�11 = 2" CORP. STOPIL 23 1✓ �n �'� i !18 8 �% I ----_ . 5TA 1+23, LINE �I N CA l F.F. 185.0 t V e"x6"TEE W/ 6" O -' I EXISTING -'GATE VALVE t I I . `� � O I •rte fi- r 8 - � M�"'! F F J .0 r= 185 O , ^� t ` 4 . GONG. T'�' _ F 14 ASSY. ' 2i1' !�1.(D2 BL --- - r i I A CA ' t r 7 cel Q � � _ ... 1.E. 17�.3� ►� 5TA. 4+�6b L iNE 11 A"_ # / F• O ' ,. _ ►-.t=, ' r 2" CORP. 51'OP - STA. 1+58 LINE I1 A 11 c j '8�;5 , I I l r-•r O r-' I I------, i 2" CORP.STOP N i 5TA. 6+8x6 LINE "An �' O 211 CORP. GTOP --� ,- -,.L[::.. - _ EXIST. _a o x _ , W W 1 O _ I I�{ F,1-a. i485Y Y_�`. . 1 I - I i;.. 1 r►=� � _ � D . r • `g _ I 1� . SAN. ' I 'F G r � �_ 5TA. 3+63 LINE "A I F,F. 184• - -_r - I ., " 1 Z -0. d LF �I I. - 2 CORP. STOP 1 17 LF 2 ,v �5 r) - M PIr� I ,�-' F.H. ASSY. ; I I W x I 1 _ �„, ,_ `� '� t ". Z"i O STOP 5TA. 0+18, LINE "A" !3 t 1 ,n LL _ W a F STA. CJ+00 E . - -- g,l 11.'EE W/ b11 5TA. }+�0, LI •° . t-- ... 8 Cfi g" b _ ! LL. � ti r+i u J u? '!? -� I - �--- JCS/ ` INE " _ _ .�. , ILL `� LL ILL .t- ABBY. L"►ST� i� x mLIVET P _ _ GATE VAL VE t � _ STA -__ �: I I- a0 � � b LF Z 2 31 L t• � S T Ci R1--,ER, EXIST.6" D.I MAIN i C. RU5 BI1x " W/ Z-8" - ,- -. u- CQ LL ay 1 t W/ I6" I811 TAPPING BLOC,{ GATE VALVES IN,E) _ - ` o bg LF g" p.l 1 11 I ��_ _ - t 2C I.1- 2 I 6 L B D. . _._. - .- ' l TEE t " MJxFLG I CONG. tHRU5T - - :.�:�>•�-- - - _ _ TAPPING GATE VALVE; j , - �`` _ a�Nr<'•. _-. - �' --'- - f / c r ^i .. 8k.4G1C- �� L CONSTRUCT SAN. SEWER ` --- �- � PUBLIC W TE I F.F. 'r' •? MN OVER EX15T �- 5TA. 5+91,LINE I1 A It +BZ.D ' SAN. SEiUER 4 _ -� I I RIM 116.8 LINE "All 11 - �- �� "All 2" CO P - /10 fiT�4. 3+9 INE A K f BED PRIv aTE F.F I.E. 163.8 • I ICORP S'�O i - , \ , Z"� STOP 8x6 TEE W( b SANITARY SEWER M __ SJCi li ri i -- -,GATE VA VE . . 1 ~ 57A. 6 'IA" 8l' (FIELD VL-RIFY� PUBLIC SAN R 1 ''- - I -GONG_ tl - STA. w+j1 I-1 "r4 811x611 ,IL/ " IF.F. 185.0 F.F. 85.0 - -- To _ II 8,.o AND WATER i BLOCK y Z CORP g P I ` GATE VA�vv t � F l__--_�=- - _.�- _ r F�• ass o --_ _ l CONC. THRUST j IMPROVEMENTS BLOCK i `---_ _ 1811 O _ - r� �I F." 8�. 1 F,F. �: i/ PIAN � rel I /�' F.F '1$$.0 , ' F F 183.G -- ' - 180 0 , 184.0 F.F. 'A4 - f revisions: ... ..�r_....r...+w..r w If I �,Y0000"0, -'- ' �,��-� .� Rev. A GID/JRM 03/29/96 NOTE: Rev. B GID/JRM 111101131196 SEE 5HEET NO. I OF 10 _._.._..___..._. .. ....-_.__ �, Rev. C GID/JRId 09/20/96 FOR CONSTRUCTION NOTES ` -� date: 03/29/96 scale: 1" = 30' -. drawn: JRM 27" SAN. SEINER SAN. SEUJF R MN 54N. Seu)IER � 1 RIM 1'19.62 SAN. SELUER 1"14-4 RI?"( 1.12.91 4. of 10 J\ MJ I`lb-U114 to Yb-UL.i 1 13456 S W Hawks Beard O"of 106 !'. +•l'.L. :y„�!`^ .'+' I. N'++L,.... .. .. .. _. ra. _ _ .. _ _ -y.w....-.... ._._. ..._...` -. _ -t}h1nww.+•.n.,.«......-........M..JM...RYfI".a11fYI10. ._ IF THIS DOCUMRNT IF LESS � IIS 111 III III III II1 III III II lI III III I 11T 1 II 111 Ilf 1�1 T11 T11 III III III III ILI III III 111 II1 i1i T'i1t1T •t �t �l T1 T1Ialp12 T3I � 4 7 l5 6 7 8 � I � � I 1 LEGIBLE THAN THIS NOTATION, �__..___-___-____ --__� �__._._-_�-� �. _ _ -1_ _ IT IS DUE TO THE QUALITY OF - N.,18 THE ORIGINAL DOCUMENT. -_ __ `_.-���------ __� _ __� _ -_ _ _ ___ _ _ g �E 1 6�Z 8TZ LIZ9LZ 6Z sS II I ) tIZ 0G 8� Bi I Lr 9� 4t bt 6t Lt tI ( i I B I I L I 9 I VIII IIIIIIIII Illl�llll llll�illl llll�llll IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIIIIlill11111�1111 IIII�IIII IIII�IIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIII�IIII IIII 1111 ►ill IIII illi IIII IIII IIII IIII IIII IIII Illlillll lilt IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII III► IIII IIIIINII 30'--0" MAX., 10'--0 MIN. CURB JOINT - (SEC TA8LES) `{ >----- ----- 5' MIN. �I 1_4E N(11E 5 ROW w EXISTING DRIVEWAY_ 3/4" R EDGE r 2x -- VARIES VAOTH VARIES 1 A / 6 � Y -;.� - _MATCH GRADE - - - - ROAD «� '• .• +- (SEE TABLES) 5� �_ v IT - VARIES O'1 6- -- ,�- DRAINAGE BLOCKOI MATCH WIDTH r a 3" I.D. PLASTIC 3/4"-0• BASEROCK �- PIPE W/COUPLING COMPACTED SUdGRADE _ � R R LINE ' W �." • ' \ EXPANSION 6" X 8 � s " JOINTS 10 GA. MESH 0 ":.TA o ,6 C'DEWALK ADJACENT TO CURBCONTRw !3 O o iO JOINTS ACTION SIDEW,LIK 0 0 B I H z � 0 p --- 5' MIN. ROW - CURB JOI S- W 4 O -. - cuR6 y O ° b• Q � `.' � �.y;.- _ _ .,• q FACE OF CURB ' ROAD 5'-0' MIN. 5'- 0' MIN. IEE„ 9" 1 3'-0" 1S_0_YAX. 15'-O' MAX. 3'-O" W - SEE NOTE 5 M 41 - 2- OF 3/4--0• BASEROCK PLAN E"~ W. 9 TRAVERSE EXPANSION JOINTS: � � ¢ 0 °' ARCHITECT COIAPACTEr) SU13GRADE -� - USE EXISIING EXPANSION JOINT Q �-. 1. TO BE PROVIDED AT EACH POINT OF �. OR SAWCUT AND PLACE COIR 1-1/2" EXPOSURE U U 0 SIDEWALK AWAY FROM CURB __ JOINT. _ w Cl) 3 Q INCORPORATE1 TANGENCY OF THE CURB h AT OTHER - Q co LOCATIONS AS REQUIRED TO OMIT THE NOTES: SPACING TO A MAXIMUM OF 20 FT. 2. MATERIAL TO BE PRE-MOLDED NON- 1. CONCRETE SHALL HE 3000 I'.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE ELEVA IaN B-® 10 12 MESH � Z N a EXTRUDED MATERIAL WITH A MINIMUM OF 1-1/2 TO 3". 1-1/2` ABOVE BASE Q Q N o THICKNESS OF 1/2". 2. PANELS TO BE 5 FEET LONG. - '•' C�• 34 N.W. FIRST S'IREE a Por t1and, Oregon a'�20 . TRAVERSE CONTRACTION JOINTS: 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, STREET (503) 225-9095 UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. 1. SPACING TO BE NOT MORE THAN 10 FT. 3" OF COMPACTED 3/4"-0- AGGREGATE 4. FOR SIDEWALK ADJACENT TO THE CURE, AND POURED AT THE SAME TIME AS 111E 2. DEPTH OF THE . OINT SHALL BE AT CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. N_QIIL� SECTION A-A _ LEAST ONE FOURTH OF THE CROSS- SECTIONAL AREA. 5. SIDEWAI K SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 1. CONCRETE SHALL BE COMMERCIAL. MIX. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. CONCRETE BREAKING STRENG-I H: OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 2. CURB JOINT SHALL BE A TROWELED �'OINT WITH A MINIMUM 1/2" RADIUS ALONG SACK OF CURET. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER 3. EXPANSION JOINTS SHALL BE 1/20 PREMOLDED ASPHALT IMPREGNATED 1. TO BE 3000 P.S.I. AFTER 28 DAYS PLASTIC PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. MATERIAL OR EQUAL. EXTENDING FROM SUBGRFDE TO FINISH GRADE. - .� CONCRETE SIDEWALK S � ANDARD CURB �� COMNIERCIAh. DRIVEWAY REFERENCE REFERENCE APPROVED BY DRAWN BY - �'P�<OVED BY ORANM BY ' wASH. CO. CS-305 .AE3 WASH CSO C0�1�w APPROVED er DRAM' BY VI 1 1 OF T11GA �D WASH. CO. CS-301 (►100.) CAB Vlrl O TIGARD SCALE DATE' DWG. FILE - �G NO. E SCALE DATE DING. FILE OF TIGAR4 SCALE DATE N.T.S. 7-9-93 tDETAILS\C0NC-SW.DWG OFEGM N.T.S 7-9-93 ,kDETALS\CQUMEFIDWIL.'r l 0mom PCT.& 7-t-93 1 DF_TARS\CURB-STD.DwG 1 ;5TA4NDA RID CURS K`z CONCRETE SIDEWALK- COMMERCIAL DRIVEWAY- � /10 N.T.S. A1C N.T.5. C2) s 0 a, PC/PT w 6; CROSSWALK STRIPING a� 5' MIN. 8' MAX. 3 Tf a R EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING c>~� P 6,• �_ � ( DRAINAGE BLOCKOUT F I FACE OF CURB 3' I.D. PLASTIC �' a STREET WIDTH 1. 6' G>i7 q � PIPE W/COUPLING � .� Q � STOP SIGN LOCATION � � (INSTALL 4" PVC SLEEVE , r, / 1" BATTER p INSTALUNTIL LATION) SIGN 0��1 - Act ROAD 1" 6 1" R 4. �\Q,�'J •• 1P• AIN, 3' A-C. IN 2 LIFTS - • � • 12" W Oo0000 0 O000p •; r�� j �„ C� �,r 'J11N• STREET A :As OUT OF STREET AREAS o opo 0 0000 00 .B oopo p ooV o� AGGREGATE BASEROCK 6" . ' , 1/2' Q 5 - 0000aa o o • o0 00 o --� � � . J SAW CUT- 00 poo dO pr,0 C►o 00 0 O • • . .MAX. POS � •X � g• 10000- 060 0 o _o o- � • .• . 4. •ew'� �y Q,w ; c�k. ` 8' M►` EXISTING SECTIONS _ _ - - s f'" % %•o •• i-I �- BASE COURSE ►�+ PC/PT / -T�-^- RESURFACING / I I= COMPACTED SUBGRADE " Q w 00 o O ° / /�/ • 0 0 0 0 / I d./1 V� C-' C. t G °°• p RESIDENTIAL LOCAL STREETS: 1. FOR USE ALONG MEDIANS, GUTTERS MA',' BE REDUCED NTH PRIOR �• Go //// APPROVAL FROM THE CITY ENCANEER. PLAN VIEW CLASS i//// AC - 6" ASPHALTIC CONCRETE, o BACKFILL ° CLASS A u AB - 4" (1-1/2" - 0") /AGGREGATE BASEROCK 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. PUBLIC 3' 6 - -- 4' 16" 2- - 0' o °° °°°° 8/CF1LL 0 OR 3. E)o'ANSICN JOINTS: STREET (4 FOR 8' SIDEWALK) ° o ° ���/ AC - 8" ASPHALTIC CONCRETE A. TO BE PROVIDED: IMPEOVEMEN / a ° ° ° / w 1) AT EACH POINT OF TANGENCY OF THE CURB. A - - -r--` - FLUSH ° ° /j// 2) AT EACH COLI) JOINT_ DETAILS 12: 1 3/4• - 0" ° o o ° t • .� , _, �/ GRANULAR BACKFILL ° ° ° o ° ///� MINOR COLLECTOR STREETS AND 3) AT EACH SIDE OF INLET STRUCTURES. ° /•�/ COMMERCIAL/INDUSTRIAL LOCAL STREETS: 4) AT EACH END OF DRIVEWAYS ., °° °° //;j > 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 4" P.C. CONCRETE - 000 4�0 o0 0 000 1 W _ ° ° ° .° revisions: gg�� AC - 7" ASPHALTIC CONCRETE, B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 2'� 3 4"- 000 o p000�°0 I ' • .. ; • AA - 4" (1-1/2" - 0") AGGREGATE BASEROCK / Rev. A GIA/JRY 03/49/96 WITH A THICKNESS OF 1 2 INCH. / •0 AGG. BASEROCK 4. CONTRACTION JOINTS: I To D • • OR Rev, B GID/JRM 07/29/96 SECTION A A 8 _L ' . , ' • : ,••• " A. SPACING TO BE NOT MORE THAN 15 FLET. ...._. ._. �� AC - 9 ASPHALTIC CONCRETE m + B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. Rev. C GID/JRM 09/20/98 NOTES: �- 5. BASE ROCK 2"-0 OR 3/4--0, 95% COMPACTION. BASE ROCK SHALL BE TO ""'��-'-'•'-�� PIPE BASO MAJOR COLLECTOR STREETS: SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. date: 03/29/98 1. CONCRETE SHAL'_ ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. BACKFILL IN STREE-i AREAS 6. DRAINAGE BLOCKOUT - 3' DIAMETER PLASTIC PIPE: scale: AS Numt AC - 9" ASPHALTIC CONCRETE, 2. JOINTS SHALT_ BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES. 1. IF CK IS AGAINST CURB, Fill AB - 4" (1 -1/2" - 0") AGGREGATE BASEROCK A. I.D. PLASTIC PIPE WITH COUPUNG. 9. DRAINAGE ACCESS THROUGH EXISTING CURL'S SHALL BE CORE DRILLED OR CURB drawn: JRk� q' Roar To BACK of s/w. 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. 2. IF ,./W IS NOT AGAINST CURB, SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED 10 FULL DEPTH OF CURB. FILL ROCK 2' BACK FROM CURB. job no: RARA0002 STANDARD CORNERPI�'E BEDDING AND PAVEMENT DIG OUT REPAIR DETAIL_ � ' CURB AND GUTTER WHEELCHAIR RAMP BACKFILL DETAILS REFERENCE APPROVED BY DRAWN BY REFERENCE APPROVED BY DRAWN BY CAB REFTJ*NC£ APPROVED BY oaAMN By , REI APPROVED BY oRA►wh BY CITY OF TI C A R D GAA CAB - -- wA94, co r.s-300 a CITYOF TI CARD GAA � u-40e (MOD.) CAB DATE DWfO FILE A �'� CITY OF MARD CITY OF "nGARD OREGON SCALE DATE DWG FILL OREGON N.T.S. REVISED 5-26-94 J:DE TA1LS/bIG-OUT.DwG SCALE DAIS OMC. FILE SCA& DATE &3 FTE o N.T.S. 7-9-93 J:OETAR.9\0Ai -1GUTJM '� N.T.S 7-9-si3 •RDETA7<S�pPEBEDOWG N.T.S. REVISED 5-28•-94 J:DETAIL S/WC-RAMP.DWC " 4 WHEELCHAIR RAMP- rs57, TRENCH SECTION- K-6FAQ' EMENT REPAIR DETAIL- AND GUTTER DETAIL- /10 /10 SAC N.T.5. 1-'-'196-1)2 SW14w sBeaf1 /IO * I.T.5. N.T.5. N.T.5. '•15G S W Hawks Beard I� i06 �I ._. .- . .__ _._,,-.w-- �"•!o^.c+,, M.w.�..w.�,w.+w n •wi.*"w.e. o.� w. „n, nw tM •• "'M�wM�111M1���' +.sr�w A"!nAi! ?+M�A...r. w ,,.,.;. .rMw+r,,r.ws.�+.......M....wua.�n,,e�cwr+rw .., .. -.,..�..+w+.arryad,..+�raw.w...,,..r.+.�.,. ., ... ..........-. • ... .. .r.....:e,•-mID^t+..P.^p'_-..,r_....-.y T"'•F"°fi.'Yf/"w.wy..•Y.!'•" -.IF°.r-Y-Y,.'....,--yr..r.,l',"o... sru.mf.tlMMA .. .. ,. 'Ro` _d�N��.r�-�.. i.1.1 `MM+.'mYuwr wssa;,rrs. _ ,.t11Ap,Y...MMYF./�:..-,5wi: f,.•. t:Y1JNNAR:V...t•..1fA1 rI.t,iM ..., 1• N ... .. IF '11ITS DOCl1MFNT ICI LRSS 71�II1ITIIIIII IIIIIII VIII I IIIIIII 0111 I IIIIIIII11TiT1T l�Tllll�lllll!I 1�111�I11�lllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr T�i11Tl1�Tj111 1LRGJBLR '1'1iAP! THIS NOTATJ01\, 1 IIIIIA�1V� 8 _Y_IIII�_ II II _�p�__ _ _ _ _ -_ ___ _ _ _ 6q TT IS DUF TO THF. QUALITY OC TIIR ORIGINAL DOCUMENT. r No. ��rx-•' a G7- 9Z-- 1113- Z �68T8tLTi ��i 8 L11 iI��I�I��I II�� IIIIIII����IIIII� �IIIIIIIII�IIIIII�I �I III�III�� IIIIIIII IIIIIIII IIIIIIII! IIIIIIIIIIIIIII ���� IIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII ����1IIIII1IIIIIII Iillllll, llllll III1II /-- -� ,y 12 A -- STANDARD M.N - • RUNCsS 12" O.C. Q Q Q " j Q L.00AI cD ON VERT. E,I�? U)SIDE OF MANHOLE, i-� g �r � u' g , xWITHIN 24" OF Q COVER AND FLOOR. NOTCH LID OI IRON 0 O FOR LIFTING O O O FNISH GRADE FR.-VIE 4 COVER �� �N '-� O OCAPDITCH w SET FRAME ----- Q Q O A IN NON-SHRINK -4'' CONCRETE EXTENSION RING. �` z M GROUT INSTALL AS REQUIRED TO BRING / O_�� NOTE$:_ ' W MANHOLE COVER AND FRAME TO ���/ DCSIGN �4ZADE - MAX. 3 RINCsB — / _ t. CONCRETE 3E ST ATTAIN A MINIMUM OR 12" MAX. __� J/ COMPRESSIVE STRENGTH OF 3000 P.S.i. IN 28 DAYS. 1 ECCENTRIC MANHOLE TOP F SANITARY SEWER COVER STORM SEWER COVER ���' UO WT -- PREFORMED PLASTIC GASKET 8 � STANDARD ----- --- --- R. ,t Y_ 49" MANHOLE R; CR -- v RISERS --- --` / U � ARC,HIZ EC UNDISTURBED EARTH Q ~ O 5n 48" �\ - - - - --- — ��. 30• W o 3 A INCORPORATED _�_ 1� RAM-NEK JOINT �\ \ -_ � v W L6 Z MATERIAL OR � zz RA EQUAL - ALT. USE 5/4" MINU-0 CRU5NED ROCK --- -- Q Q = DITCH > .a � sROUT -- ---- ----- \�� BACKFILL GOMPAC ED TO 95�t IF I 22" � of BOTTOM Q N � Q �---- MANHOLE IS LOCATED IN PAVED AREA r� f f 2, Q ¢ 00 O u cj, > 4"- - � USE SUITABLE NATIVE BACKFILL 21" � 21 24" 11 34 N.K. FIRST STREE`r MATERIAL IF MANHOLE 13 LOCATED �� MAX. MAX. Q E T?ortland, Oregon 97208 OUTSIDE OF PAVED AREAS. ----— - -- 6 (503) 225--9095 II 12 \ _ �6 S�, E I I/Pr ' MAX — _—L ;� (gill: 4" I2'-3 3/811 11101- F — PIPE SIZE AS _ l 23" 3'-O" 3'-3 3/8" SHOWN ON PLAN ---- -241/2 II - e -I f �'p 0 oo0 OC --- -------'f --- --�1 0 31 8" MIN. __ - 12" LAYER OF 54"-O CRUSHED SECTION A—A ' — 6'-0" _ ROCK COMPACTED TO 95X. NOTES: MIN- I, HEAVY DUTY MANHOLE FRAMES AtiD COVERS ARE TO BE USED ON ALL 3 � j 1 CH INLET NOTES._ tIANNOLE.S UNLESS OTHERWISE APPROVED BY U.S.A. ► I. POURED CONCRETE BASE - 5 SACK MIX, 2500 P.5.1. 2. SOLID LIDS MAY BE REQUIRED IN CERTAIN CASES. N.T.Q. AT •:8 DAYS. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND 4. USE 16 HOLE LID FOR STORM SEWER 2. FORM CzROOVED INVERT AND MAKE 5UfF��CE SMOOTH 5. U5E SUBURBAN TYPE IN NON-TRAFFIC AREAS ONLY TO DIRECT FLOW. MANHOLE E FRAME AND COVER � STANDARD MANHOLE 2 �-, N.T.S. N.T.S. W 0 N ONE TWO RECESSED SEVEN N0. 3 BARS • ° SEE DRAWING NO 200-ST F OW - N0. 5 N0. 3 _ AREA AT 5" O C. p Q �• FOR TOP SECTION DETAIL 0 -- - a v V A --- - dAR BARS - -� T.�- ° SB 7 B" TO 'OP _ I I • o I I t' 1 r^ A A D -VARIES TO MATCH ;► A FRAME AND COVER - - . • CURB TYPE I - - -- ---- - W O "- - 6"+ wl; - CONE W �_ O i _ OUTLET - NET __-- a v I'•' -� C. d d .' 1 1/2" - NO. 5 BAR • . Ia. all; NORMAL SLOPE ' • G �IF ► O NOTFS: 1 W_ a W B OF PAVEMENT b .• -. CL'. d MANHOLE DESIGN TO CONFORM WITH ASTM C--478 � � � •.1," + Pi AN PIAN n - '' �' �a p r• B I AND DRAWINGS 010-ST Ac 020-ST � d -_ -- ---- MANHOLE CONE TO BE ►��-�, R' W _ •r . 45 - CONCENTRIC/ECCENTRIC 641 STEP ---- - --- 59" l-- A cr.) te'' L~ O N e a V-113 PTION: CONST. JOINT= I �- V U� ` O C� • _-� - ,, - --- -___- OF SURFACE AREA SECTION I f-�_AN VIEW I f`v ti ° _SEC CN B -� S-i D � . "-- --- -- - :• •• � MIN. - --- ---- -- -— --------------- r I. r — REMOVABLE WATERTIGHT CAP N0. 3 BARS v ~��-�►�' . _ 1 1 2" FINISHED GRADE _ • , I T SLOPE TO MATCH SIDEWALK sok CASTING dt FRAME PUBLIC •. � � f / PLASTIC OR DUCTILE IRON SEE HOOK 4� - i� •a �• - - - ----- - - - - DRAINAGE ♦•. 4 . ', 4 •.' •. ,. .�'•• ROAD SURF HCE _T__ --- - BAR DETAIL ,0, 4 PAVED -- / "-- INLET FLOW 02 FT L� FLOW OUTLET a 4 • . O ,► .�' ' SEE DRAWING NO. 110-ST _ o,• . .T -- IMPROVEMEN �• d FOR STEPS , ry - • - a DETAILS �' - •, - •� Q C ^11 MIN. 1 1/2' I -__ �4'=7 3/4"__—, E" FOR POURED IN PLACE 1" MIN. FROM TOP OF MANHOLE /4 LESS THAN - - 18" - SECURE TO MH WALL WITH 0.'► b �. / _ STAINLESS STEEL BANDS •' �. • 5 WITH REINFORCEMENT FOR FRE-CAST PIPE TO MANHOLE CONE - M Q 4' !.'� : 0.'► ' _ v . SECTION SECTION •�. _ _ ' (MIN 2" '.NIDE) AND �. �. �; :, , w q 4 revisions: •' R-- � , ' - 1/2" BOLTS •� ;b ' = a I � :4 • MH DIA TO BE DETERMINED BY 4. C ' `• �.• =--a PIPE SIZES - NOTES: --- - - --`- 0 'Q •. •.i I . . r_,-__� !• ! ' 1 a v 18"-42" CATCH BASIN TO BE CONS'RUCTE'J IN ACCORDANCE _ Rev. A GID/JRM 03/Z9/9s SIZE OF OUTLET PIPE 0 .► .p Q • . . b• .Q' I a 36" WN •. 4"-21" PIPE a 60" DIA MH • d • > /-�� 'KITH ASTM C-4%8 � ` � d��• •, -- - ,, 24" ±PIPE MH DIA TO BE DESIGNED ► - ♦ : e e +a Rev. B GID/JRM 07/2!1/99 ► - - - -� - MAX SUMP DEPTH 5' +� A!AXIMUM PIPE SIZE TO dE 42" - -=_`� �• ° • , ,. 10 • ; 5" v e / PIP'_ PER PLAN I; e • .`i� 10" OF 3 4" COMPACTED BASE MATERIAL !���• � •'!.;� • ! ..• . PIPE PER PLAN : MiN- -- d w a:'.:w. a �..':a'�.:► .. a + ' Rev. C GID/JRM 09/Y 20/99 r - --�� 8" 'AINIMUM CONCRETE-- a .. J r' SUMS) MAYEE FELIMINATE_D IF DESIGNED 1 • . �? — + i i',•- } 'i.'.:A •j�:a'. .-}•\.. A •.i'�_... - • ' o Oo �� o O d Ooj o 0 AS PART OF OW-THRG'1GH SYSTEM o -�°o ood� �o 00 o. ° o0 odd °o� ° date_: 03/29/98 °o'b °odd o c o °o3e� 0`� 8�op8 0�°� c3°�° °b 8 12" of 3/4"-0 ..�_,. SUMP VOLUME REQUIREMENTS �EC1�ON B--- B _ _ _ d COMPAC>FD EIASE SECTION A—A SINGLE FAMIL` RESIDENTIAL 3.5 CF/ACRE - -,-- - ' ; -- ��' � - � MATERIAL scale: AS NOTED E - SING4UL1 FAMILY RESIDENTIAL 22 0 CF/ACRE � �--� ,' ,�,I d�d�. �- -- -- 4A- — I COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE r, _--5�7 3i4 _ —� S_CTION A--A drawn: J _ -_._.._._ - ----------- - - job no: RARA 0 02 - - - - unified GUTTER & CURB unif ied CURB INLET �-� unified SHALLOW MANHOLES unif led WATER QUALITY A�_I T Y sewerage l sewerage sewerage MANHOLE agency CATCH BASIN ( CG ---- I ) agency CATCH BASIN ( OVIERSIZE ) agency ( LIESS_ 1I � AN 4 ET. ) agency agency DRAWING NO 10� -ST DRAWING NO.1408-ST DRAWINr.. N0. 190-ST --- -_ - _ DRAWL NO. 040 S f ---- - - - -- - -- --___ — _--- r --,—_ - _.---_._ — — —.— 4. —___ _ __— PILE OIIArT:STORY 9D DRAINING SD043S7 i'!IF piAf 7>,tORY SD d1AMNC 501.0951 PLOT 1.1 PILE DIIAP7 STORM SD ORAMNC 9O190ST PLOTIA i:_E ORAF+STORY 9C DII LtlINS 5010051 2/15/96 P& �r y of I MANHOLE 5 CAT ►AS rl OVERSIZE I ZE CATCH SAS N , _ OVERSIZE CATCH 5f�,S IN FOL l-UT I Ori CONS fi�'O� _ _ -- -- i1 N.T.g. N. I•.S. n'►"1 a N.T.S. c}-1 N. 1 L I to'J T- c uLs I N.T.S., 134.`1(1 SW hawks Beard 9'1 of I O(, IF THIS DOCLINF..NT IS LESS IT1T'lllllll ll!llll Illi I III i'�111 ( IIIIIIIII 11TfTL1T l�Tlll1 lull�I I�l�;�l lllllll� ! IIIIII VIII IIIIIlll1' Illllll 111�T�llll111 t 1iTlljli111 T�lllllllilllll �lll I'III�IIII111�1I f LEG 11311, THAN THIS NOTATION. I 1 I ( —Jl. --I - '"� I ��---- �L I I II I � I __II �1� - -- L f- �2} q TT IS DUE TO THE QUALITY OF No.3E �'••r �^ THE ORIGINAL DOCUMENT. �,A, 61111171111(11 ---__ __.___ —_ — r -- — —_--r�-_— 1-- -- 8 L1 �L -- 0IIBI,IIt 9t ! Si - fi[ 8 i e t t i t 8 -TIt5�Illi(., 111911t,ill� IIIIIIIII ►I ill��I 1I Il l� w�Q���� - HYDRANTS FO BE MODERN MUELLER CENTURION , A-423 , 6"MJ, 5 1/4"MVO, �Q- p �����0�� 3 PORT TWO 2112' NST HOSE CONNECTION 'AND ONE 4 1/2 NST PUMPER, 1112" PENTAGON OPERATING NUT OPEN LEFT , COLOR : YELLOW . a o _ APPROVED EQUAL WATEROUS PACER 6790 or CLOW MEDALLION ? A`_. . V Y n r. •4 4 2�-0 _ VIP BEHIND BACK OF �� � a g URE3, AND /OR ( EACH AREA le kj OF w No BEHIND BACK OF TABULATED TOTAL. AREA �� �, r SIDEWALK 0000 oao Q 9 - v; 2'-p" - --� �_ - e_. -� c =_ �E• . O U -- - _ O II Q Uti� � y 1 .I� FACS? OF DOLTS�R W TEE PLLIr�sED GROSS WYE � I PLUG OR CAP z l I NO. 910 VALVE BOX TOP j CUSTOMER W/ f" PVC PIPE 3034 1 3/4" ANGLE METER STOP _ _ CU ` � I (' � � I rooA COMPRESSION x METEk THREADS - � � , MUELLER H - 14,158 SERVICE LINE 3"OR 1ell � �cw� 47 . AI LESS � ''c� MIN. A2 �d I 5/8"x 3/4" BADGER METER NAVEIVIENT BEND PLUr"D CROSS w � „ Q / _` PLUCsG�ED TEE ad 3/4 PRESSURE REGULATOR .:,;. � Q � AA UU TTT1�CPS ( IF REQUIRED ) �/ / \ NOTES: 0 t�itiCHl 1 ; �WILKINS SERIES 600 _ w _ I CL)NCRETF '"R1 5,T DLOCKIWi TO BE POURED AGAINST 4,016TURBED EARTH w d . 0 INCORPORATED CJS COVER DRAIN ROCK " I 2. REEF, CONCRETE CLEAR OF JOINT AND ACCESSOMES. Cn WITH TAR PAPER 6 LG x � 1 36of OF � Q' C6 < BEFORE BACKFILL J GV - 3/4 O 3 THE REQUIRED THRUST BEAFtiNra .REAS OR SPECIAL Cc"�WECT10146 ARE e-� MIN S"Ou" ENCIRCLED ON THE PLANS; a s I INDICATES IS WUAR£ FEET > Q EpQ• CsARING AREA REQUIRED. Q 0. �! 1 Q < 34 N.W. FIRST STRUT. y22 ///� 4 IF N-Ale ��T S�+OUJ►1 ON PLANS REQJIRED BEARING AREAS AT FITTING SHALL j BE AS INDICATED BELOW, ADJUSTED IF NECESSARY, TO C WORM TO THE Portland. Oregm 97209 TEST PRES&JRE(5) 4NO ALLOWABLE SOIL BEARING 6TRES&EW STATED IN THE SPECIAL SPECIFICATIONS. 1 503) 225-9095 i 5 BEARIAREAS ARID SPECIAL BLOCKING DETAILS 6HOUN ON PLANS 3/4" CORPORATION STOP WITH °U'o NG,I TAKE PIRECEDENCE OVER BEARING AREAE AND DLOCK.ING DETAILS AWWA TAPER THREAD SHOILN ON TwIS STANDARD DETAIL. ��1Ly D T INLET AND COMPRESSION 111 0 :x: '•4'' r _ FITTING OUTLET III ° ' II _ I _ __ i REARING AREA OF TWRL16T 15LOCK6 M &a FT. 11-- �--�11'ITI , II�I - =) Ir- II�' - ll _EE, WYE, 90' DEND TEE r MUELLER H - 15008 - - -- I FIT�TNG PLUG, OR p: r.r,FD PLUGGED -- - �� bl!`E GAP CROSS ON MN 45' SEND ?91}' dEt� r��,• BEND I � 6"MJ x MJ (LENGTH � � - _ VARIES) HOLDING AMAIN WITH MJ x 6 FLG TEE a41 _ W WATER SERVICE SPOOL (SEE PLAN FOR MAIN SIZE) -6 _ Q -- 30 _4?_ o- _ i�� 4"x1.3"xl6" CONCRETE BLOCK --a =A _.__3.O__4.) -53 I - �•S hS_ to �1 NOTE FOR INFORI`1ATlON ONLY TIGARD WATER �)E PARTMENT INSTALLS "_` -- a�; _- .4�_, �2 4 -i.� COPPER SER\/ICES AND METERS. TWD WILL PROVIDE PRESSURE REGULATORS I I/2 YvS OF I I/2" - 3/4" DRAIN ROCK - --- -�°s- -- I2 O_ -"1 12Q 6.b 1.4 - 1.1 FOR 5/8"x 3/4" AND I" METERS IF REQUIRED _..__µ_ _ 115_ �_ 23.6 16.3 4.6_ --2.3 `! - 213 wn ; IO IS.o 21 O !10 21.0- _- 14.E �.` 3:1 ._ C TYPE "K" SOFT COF'PER SERVICE - ONE METER FOR EACH SERVICE ao_-__ -_z3.d - _�3 ,j~ 4�.r� 3�•� VI8.1 _ 4 _41 3/4" COPPER SERVICE FOR 5/�8'� x 3/4" (METERS z< ,3�•0 Zao_��eo s�o _ ._ jb.� _ STANDARD FIRE HYDRANT DETAIL I COPPER SERVICE FOR I METERS � 2" COPPER SERVICE FOR 1 1/2" TO 2" METERS DETAIL NO. 101 NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 F.S.I. ANC AN ALLOWABLE SOIL BEARING STRESS OF 2,000 POUND) PER S=4-%E FOOT. p� TO C2-IMJTE BEARING AREAb FOR DIFFERENT TEST PRESSURES AND SOIL. DETAIL NO . I O8 BEARING STRESSES, USE rHE FOLLOWING EQUATION: BEARING AREA o (TEST PR£35URE/150) X (2000/50IL BEARING STRESS) k (TABLE VALUE). I� l I e✓ _ 5TANDA� FI HYDRANT STANDAR THRUST K_F-� WATER SERVICE 2 DETAIL 3 �LDC'.�INC� DETAILS 0 L �--�, /10 ✓'� '1/10 1�1.T.5• 1/10 N.T.S. N. T.S. a a Z LOCATE FRAME AND COVER a OVER LED zE OF 4T LEAST � � z a 12" IN WIDTH - C� W Z. 06 �e MAXIMUM 21" FROM WATER CONCJTL' UCTIO4. I 1. IOTE5 � � � � � o NOTES: TOP OF FIRST STEP SET FRAME IN NON-SHRINK I� ��l ��1 I T� ap - MANHOLE TO CONFORM WITH TO TOP OF CASTING - - -_ zI 7 'GROUT 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION E-4 _ _o GRADE RI; G5 (?",4",OR r'o") ON WATER LINES AND TO RECEIVE TIGARD WATER DEPARTMENT (TWD) STAMPED APPROVAL ON ASTM G-478It - MANHC ULE FR4ME AND OVER - Y SET IN NON-SHRINK GROUT CONSTRUCTION PLANS. AS SPECIFIED SEE CRAWING 110-5A/120-6A \ \ STANDARD ECCENTRIC 2• THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE CONSTRUCTION PUBLIC - ALL PIPES ENTERING CR EXITING 1� . \°\�^ 3' CONE SITE AT ALL TIMES. ATER AN SHALL BE WATER TIGHT � t^ \�\ 1,4 , 3. C-UR55 MUST BE IN PLACE PRIOR TC INSTALLING JATER 1AINS. SANITARY - CHANNELS TO BE 3/4 VERTICAL SEWER DETAILS HEIGHT OF PIPE-SMOOTH FINISH I I 4, NOTIFY TWD 48 HOURS PRIOR TO COMMENCNG CONSTRUCTION TO SET UP A PRE-CONSTRUGCTION MEETINcs. - RAM-NECK OR KENT-SEAL TO BE ° TELEPHONE 63S-1554. USED ON ALL MANHOLE SECT IONS �:-� ,. 5. ALL WORK SHALL BE 1N ACCORCANCE WITH ALLWA AND TWD STANDARDS. revisions: - INSIDE DROP MAXIMUM ?' �',.� k,_ (VARIABLE 1'-4') VERTICAL. DISTANCE INVERT TO INVERT =� I ,I (o. ALL WORK WILL BE Iti:3PECTED HND APPROVED 5Y TLLID. Rev. A GID/JRM 03/29/99 MINIMUM HEIGHT OF STANDARD TO ESE 5' CONSTRUCT MH 1.� ALL PIPE AND FITTING5 514ALL BE CJCTILE !RON, GEMENT-LINED. PIPE WILL F3E TYTON JOINT DUCTILE IRON,I �� � � - SEE DRAWNG NO. 100-5A MAHHOLE 5(EPS - / OVER EXIST. SEWER CLASS 52. Rev. H GiD/JRM 07/29/913 - KNOCKOUTS TO BE USED WHEN STUB OUT PIPE I' Id 8 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MATER MAINS IN STREET AND RIGHT.-OF-WAYS. Rev. C GID/JRM 09/20/96 15 3' OR LE3:i REMOVE TCP OF +„ 44- SEWER PIPE IN MH 9. ALL VALVE OPERATING NUTS SHALT_ BE WITHIN 36" OF FINISHED C'2RADE, OTHERWISE VALVE OPERAI'IN6s NUT date: 03/29/96 - MIN. 20' FALL BETWEEN INLET AND OUTLET 486MIN. _ .I EXTENSIONS WILL BE REQUIRED. - 1'/Ft. SLOPE I" MIN. FROM TOP OF 10. POURED CONCRETE ?'HRU5T BLOCKS OF- AT LEAST 8 SQUARE T'EET BEARING SURFACE ASE REQUIRED AT EACH scale: AS y0"1'ED '2" MAXIMUM - �.�I I ,I PIPE TO MANHOLE TEE, CROSS AND BEND LOCATION, FOR CONCRETE PIPE SECTION drawn: JR! - - - -- - !1. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X b . LG TEE, b" FLG X MJ GATE VALVE, 6" MJ X r1J HOLDING IPE J EXIST. - �' - D. �jSPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, b" MJ, 5-I/4" MOV, 3-FORT [?-2-I/Z" NST job no: RARAU1 62 SAN. SEWER �d� - ° n HOSE CONNECTfCN, 1-4-1;2" N57 PUMPER), 1-1/7" PENTAGON OPERATING NUT, OPEN LEFT, COLOR: YELLOW. II APPROVED EQUAL., UM COMUELLER CENTURION ��-4;3 12" OF 3/4"- C COMPACTED B" MINIMNCRETE Q - WATEROUIS PACER 690 BASE MATERIAL ' T 11 MiNiwtuM \\` POUR BASF CLOW MEDALLION - 12. EACH FIRE HY'DR>oNT SHALL. BE INSTAL LED U, `ON A P1RE-FOR'1ED CONCRETE BLOCK WITH 1-1/2 CU51C YARDS OF CRUSHED 1-1/2"-3/4" DRAIN ROCK. 1,AR'AF'ER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH GG)'r�R r' MANHOLE OVER EX15TING 4 SAN. 5ELUER of 10 MS 190-0214 10 q()_(),2_jI 13456 SW•Hawks Beard N. T.6' 95 of 1 06 1 W#WVA_'" w*lN1R - s Arg n� .. aawcrAy. 1F THIS DOCUMENT 1S l,F?S IIII 111111 Illllllll111Ill11 T1 11 111111 I�Tr�-t t�� 11-( 111 I 111 Il 11 II II II II I I II II II Il 11 11 11 I 1 TT 111111 Ill IIIIII lllllllLFGIBLF TITAN THIS NOTATION, ---- -- - -Jill __ L_JI- - - 1 1 _`!_-.I. ��_!I b _ I I I I I O �� I lI• I I 12 _1 _ _ _ ____� 1____ 1T I S DiIF' TO THE [ UALI TY OF � - u� Nol$ ®. ^�.... THF ORIGINAL DOCUMF�'T. �_ _ - - -- - - 0�£ 81Z 13z i LIZ 91Z ST�Z I ��Z I EiZ I ZTIr I TIT ( 0z 1[61 9ii LT �9 T 9r I illi 8� I Z i T i t �l ( T �6 118 L ��9 119 t���1E Z J T ,sue VIII IIIIIfIII IIIIIIIII IIIIIiIII IIIIIIIII,IIIIIIIII,IIIIIIIII Till III IIII Illi llll,ilil 1111 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIi l�li IIII IIII iii IlI� uil lui uu IIIIIIIIIIIIIIIIIIIillllllllllllllllill IIIIIIIIIIillllllllll!IIIIIII III IIIIIIIIIIIIIuIi 111111111I�11 I 111(1 V 7 C9 W �v X I ALJ FILTER FABRIC MATS RIAL FILTER USE STITCHED LOOPS _.... _ 36' WIDE RODS FABRIC OVER 2'x �' POSTS -')ROP INLET W � WITH GRATE / MATERIAL �,T nhf s c2•x 2•x 3'> Wail"" _ ls: Iwo I .., — -- - - _ co co 00 cn H, < C) S flCHITECTS v '1:<;:�: :;y::�::; • _ v -- :..::.. �._:t:;; p P`' PLL Mtn,, W � ,• — / p� q y 6'MAXIMUM SPACING °� � ' • ' : � > INCORPORATED F]LTER FaBRIC � � O Q F R1-1 N T VIEW SIDE VIEW 4 Q Q NF- ' RADIUS = 25MIN. � > F- NTS NTS E,J,,\. � 0 34 N. FIRST STREET STAKESQ Q N 0. CLEAN PIT RUN OR 2'-MINUS GRAVEL p�°JF �VR�SS Portland, , 225-9095 209 FILTER FABRIC _— SUBGRADE REiNFDRCEMENT GEGTEXTILE, AS REQUIRED PaF ANGLE BOTH ENDS ❑F FILTER FABRIC 8' MN FENCE TO ASSURE S❑IL IS TRAPPED NOTES: RUNOFF WATER DEPTH " WITH SEDIMENT I. BURY BOTTOM OF FILTER FABRIC 6' FILTERED WATER VERTICALLY BEL-OW FINISHED GRADE ■?0' MIN �-UR SINGLE FAMILY AND DUPLEX RESIDENTIAL —u 2. 2'x 2' FIR, PINE OR STEEL FENCE POSTS ' ) INTERLOCKED _ \J1 L0..'X �' POSTS ;;, STIICHED LOOPS TD BE INSTALLED FABRIC F1LT R — JOWNHILL SIDE OF SLOPE. AND ATTACH 4 COMPACT ALL AREAS OF F1.TER FABRIC :MIN 4• DEPTH) TLJ � VIEW 1 RENCH NT$ GFRA V E L CONSTRUCTION r3-,NN ENTRANCE E..♦ \0,/l0 N.T.5, I SEDIMENT I=ENCE- riINLET 5ARRIER /10 N.T.5. /10 N.T.S. GRADE AND ROGK HAW<6 BEARD 5T. FOR w ACCESS AND PARKINGcv ----,-� k:I*= 1 MAP z B.W. HAUKMEARD OTET J LC :o REf 214f• a 0 Ma NOTE: E ROS I ON CONTROL NOTES ��-� C 22162 3 DO ,�. ? _ STAKING — Lc •fa �o titi• ING OF BAGS MAY BE •''') REQUIRED USING (2)1'x 2' ' ''�'-l; "' '• 1• APPROVAL OF THE EROSION CONTROL ELEMENT DOES NOT -, .2.96, / •t � WOOD STAKES ❑R APPROVED L .,"� L___ ', `• CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR I Lc .•c .� EQUAL PER BAG ��. .%•. DRAINAGE DE51GN. ` 126 10 E•. ►, • �` _/�_ ORAD MA", 2. IMPLEMENTATION; CONSTRUCTION, MAINTENANCE, REPLACEMENT .��' tr l� �+ AND RSG _- II U -� !r AND UPGRAD1N5 OF ALL EROSION CONTROL ME �5URE5 15 THE ` ' /II a rg.• �� RE5PON51BILITI' OF THF_ CONTRACTOR UNTIL ALL CONSTRUCTION !� NO TRAi IC OUT--- 1 I� w '�' d z •,' ;',': IS COMPLETED AND APPROVED AND ALL VEGETATION/ T1-4QU N U51N � w W O � PRO EC LANDSCAPING 15 ESTABLISHED. 3. THE EROSION CONTROL FACILITIES ON THIS PLAN MUST BE " ✓ a �^ CONSTRUCTED IN CON�UN' TIONrWITH ALL CLEARING AND • ' • � •, �. I � � � CQ o �y•> ''� ' � `s- GRADING ACTIVITIES TU ENSURE:' -1oo WATER DOETHAT SEDIMENT-LADEN I Q y I -� � � �✓ / ~ " f = � '' � '� � � � DOES NOT ENTER 'fHE L7RAINAGE SYSTEM OR VIOLATE GRADE GRADE AND RO6, OAC/" E-� �7 \ APF -I(. WATER STANDARDS. �- -_s`�_ ; ( I ' � _ 1 �l APARTMENT GO I PLE,?C��R MORE PAWING 4. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ___ EROSION kK UPGRADE AND MAINTAIN ALL ERO,6ION CONTROL FACILITIES AS d) v `--- - V _. _ �l - NEECED FOR UNEXPECTED 5TORI'l EVENTS AND TO ENSURE THAT + � /, - J CONTROL '•�' "'1 `' ' K,• SEDIMENT-LADEN WATER DOES NOT DRAIN FROM THE SITE. ,� r i •r•••,- ;., DETAILS % ,�:�•'•, ;, •"••:,rt;�. 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY AND NOTES r , BY THE CUNTf�ACTOR AND MAINTAINED AS NECE5r-ARr TO ' ENSURE THEIR CONTINUED FUNCTIONING. � /'/ \ � ..-- �/r' AND CONST. ~� 6. DUPNG INACTIVE PERIODS ON THE SITE, THE CONTRACTOR - / - ` / .%5�' ! ACCESS PLAN :,• MUST INSPECT AND MAINTAIN EROSION CONTROL FACILITIES revisions: ' ,-IONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM I " 1 ONCE A , EVENT. �; a�»_ae•`•f ' --..._....._ .. o w�•w Rev. A GID/JRM3/29/96 l_ 4 V 1 W 1. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE S a•„—,,); #!'o A,.7. m-���� K Rev. B GID/JRM 07/29/96 NTS \ ALLOWED TO Ar -E WITHIN A TRAPPED CATH BASIN. ALL CATCH BA6IN3 AND CONVEYANCE LINES 60ALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL Rev. C GID/JRM 09,'20/96 NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREHII SYSTEM. L•, date: 03/29/96 6• OVERLAP 8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED scair_: AS NOTED PTA TYPICAL AT THE BEGINNING OF CONSTRUCTION AND SHALL BE MAINTAINED &AIMER GREEK FOR 'fHE DURATION OF THE PROJECT. ADDITIONAL MEASURES drawn: JRM PT g MUST BE: TAKEN BY THE CONTRACTOR, WHE=N NECESSARY, TO --- ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN ob no: RARA0002 / FOR THE DURATION CSF THE PROJECT. J T. 'A B. HYDR05EED, MULCH AND FERTILIZE ALL DISTURBED GROUND NOT MI 'A' MUST BE 6' RECEIVING HARD SURFACE AT THE EARLIEST POSSIBLE TIME. MN HIGHER THAN PT '9' USE SEED MIXES AND RATES O PER "EROSION CONTROL. PLANE: TECHNICAL I CON 0 T RU C T f ON A C C E &5 AND f'A f;PK f NCS PLAN S F_ C T M N 0 - 0 PORTLAND AND WASHINGTON OUNTY.PRODUCED BY THE CITY of -- — 10. CLEAR PLASTIC SHEETING SHALL BE INSTALLED ON AREAS 1('.00�101RLTER 5AG SEEDED BETW'EE''•I NOVEMBER I AND MARCH 3f AND WILL REMAIN UNTIL VEGETATIC'N 15 FIRMLY ESTABLISHED. 8 of 10 r4-N�DITCHES AND SWALES MS 196-0214 to 96-U231 - 13456 SW Hawks Beard 96 of']06 IF THIS DOCUMFNT IS LF,SS Ili ,ll III III III fll III III III III I I III III 111I11T IT1 ;IT III I4 III III III III III III I I III III III I I IIIITIi III r 1 rlr 1I1 111 III II► III IIIIIII III III III I I LRGIBLF; THAN THIS NOTATION, IT IS, DUE TO THF QUALITY OF IllE llllll8i�lZ lill!�ll8ll ZIIIIIIIILI ZIllllll9ll��l>lGllllLllllI lilyilZ ! g C 111 � IN,.36 THF ORIGINAL DOCUMENT, — 'WIt JJI111 ,1L, -ll�llll�9l�9lll-l�l� +lil�l!!!illlllillllllll IIIIIIBiIIII_Z, �� I8IIIIIIII II �•a�L�- tI1I„I�Ig�>wlllI� IIIII 11 1' 111111 MOhJNT ON � ;,tr�6.•::�.�I6��.L.i. '�' EXIST. LIGHT 1r`, r Le at rd ( � V. � • r � t 32+00 TO 33+2+ O 10 20 40 so , 2 s Q 34+05 t0 34.6: I (WITHOUT RAISED PAVEMENT MARKERS) r✓ ~!_'_- - -�__ 1 32+00 TO 36+40 - _ tQ lU --..�: "` l --- EXIST. STREET LIGHT _ 36401 / - _ Y N 32.00 TO 33+55 = O --� / -� z CS' _+______ V ARCii1 rECTS o\ Cz INCORPORATED -- - - - --T OD (WITHOUT RAISED — _ ____. _ ONO 7 _PAVEMENT MARKERS) � -.may •�I 32.00 Ta3!!�'ff I r �- /1 34 N.K. FIRST STREET _ - Pae tland, Oregon 972061 — - _ - ,._._ .� (503) 225-9095 R0 E MIM oil ul U MERGfig - E< VILLAGE � - - - - - � ! 34+05 TO 35+50 J (WITHOUT RAISED --- -- � PAVEMENT MARKERS) \ I ! 34.05 - 36+01 END OF 1 - ---- - -_ - - - AVEMENT OVERLAP PROJECT 13Y CITY - 25EE EET 110 1 � i V J 21+B0 - 32+00 � STA. �J (WITHOUT RAISED BRIDGE N .4 �- 26+26 TO 2125 J PAVEMENT MARKERS) O 10 20 40 130 26+26 - 32+00 -EXIST. STREETLIGHT (TYP.) - - - - - EXIST. STREETLIGHT (TYP.) -- --- ----- --- __ r -- CONSTRUCT DRN EWAY 3 PER DETAIL Lu �— - - - - - - - - - - --- •- - - - - - — - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - — -- - - - - - -Aym ---- - - - - - - - - - - - - D - - - — — 0 - --- M....q w - - - - - — — - - — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - BAWGUT QND REMOVE EXIST. 0 lu CURB AND SIDEWALK Cq � -- --- -- -- -- "�--- 1 - - - _—. _— .--— � �. � ,- --T- i �_- ---- ---- -fir— - � _ 1 _ I� W iC i 21+80 - 32.00 � (WITHOUT iQ•41SED J PAVEMENT ;IARKERB) E" 26+26 - 32+00 i x W I 26+26 - 21+80 CA _STRIPING INStALLAT10N EGEND _y-- — V' a NOTE : Li1"i1T5 O FAV"E-MENT --_ „ , „�Aa7,C -- _ 12.5. -- 4 t�� fC- b N M /� J/ �' (� �j I D /� /� _ 1 1-14 x-12.5' I ( � 4 T1ro twr im tfaN ewt At ! YELLM vJ C4 fa �1 hl •M 11 A IRT I NI..3 5 I L..,A`'E D 5� C O N T fR A C T O R O ---` 4'���---r wrtN i 1MONO aR CTCno Ai�E �H m = m �..� uo t� trPE s r-ona�to�w rarar TO T 1 I N CIftSTAL WHITE IWSED PAVF]ICNT -' �{ pt�pE �jMM IMI N AT SP/N' f� E D E f I E D MARKE1t5 AT ,S O C. 1RAfF1C SWE %AAKM At 1W ►A,TE,eI 4i��'�iT�-. I✓l EFT`- 1Tr` �'- TURNING TRAfI'IC 4W 44r 4 135TH =�A maE6� Two r Yn"m Limis • -{--- . y'-� TWO 4' YIMIDW m -^�j w11N TYPE I •-0>R.L11 S yaw" _-�+• PMIOEIR MAwm1s AT W C.C. STRIPING, S T 1 I= m 41 MARKEIEt AT 15' U. FOR USES AT --__ -- -- _--_-___-- - -- - ---- -._�--_- _ E SHEET O O' \ L +• INTERSECTIO 1 HEREW" YEUNN NOSE =:::f � SIGNING, 1 K (ESS T1WJ 4 w10E'. t vARlts�tr G b 40'-_� +0•--�'b --�' m�ulit- r wY,tt Ltd wlrN TYPO I --- --------- f- - ------ ------------- ---------- - ---..__._---- MOND-40IM1100"CKWA ON" f=EfR 'i�ANENT SIGNING ---_-� TES � - —_ IOU=pammit WNKpr AT AND LIGHTING TURN LIlJE ----- -,_.-.. � I�I�At r ON�m Dr 1Mrf UrG_ -- AN D 5 T fR1 F I NCS MUTCO DETAILS. 0 ,rlr�- PLAN 4 ,/� /� L oRAwMa s-� roR OETAAl. K MMMw a ,! wrlE T STAMW SIZE IS r - rdD I=", v v AAWn DWI K W ALLM 9W on IM Sit mm"m umm I USNIO TMEMOPLASTIC PAVEMEM POMOIEAEM POANNE M&INOW iMT A S revisions: MARKMIO MATE " PER SFCTION MR 6EL'11ON 6" K TN[ 000'1 6TAfIDYwf 10 VARIES - -40+ 6+S Of THE 000f STANDARD SId/10ATI01N POR IMT. o01siRIx'nDll cl 1 SPECerATKMIS FOR MW. CONST. I a La i a r>ror� - - --- - -- -- - ---- - — - --- Rev. A GID/MM 03/29/98 Iom �� IE " OF or IVLL O 1:��� ♦S +0 - ` �- ■ =y. TLx 1 II-0NIEc"m WE 11A1e[o Rev. )a GID JR1t 07/29/96 MAIN OF TURN LANE L (�1 r1� � C� �[-�-- r t1IPf ltd wRll / ' ---,r'1 r - SPADE AS DOW MVE~ WAL M AT +0' O.C.. r ^! I OV MAHL TMO AT If *M PAINT �-_ ._ -- _-- _-- - v UNO MMKIM W ACM AT r. 11 10 Cmuo mum SMALL K 60TALLEO USING I Asm MVDIOIT Owft sT W Ib O a'—. - _ ar-- 1L m�f -_Two r YaTa uNo 1 ��l1I� I i b b ,_r,+• TIRN TY}! 1 p-allscTlowel YtSLOI/ Rev. 0 GID/JR I Q9 6V/ra8 , OPEOPICATIONI I N MY. CONIT � � t IW M ftU MI WMM AT +r C.C. date: 03/29/98 EXISTING S I C-cN I NC-c _ ___ .____— _--_- _ ___ , _�fYtvOw 1711.E " 'F�R�81�'i8'�flr �-rmx ars O CLAn scale: AS NOTED I r MEED RA13ET) ME" 6T,M[ - r 1rnLDw L6d - 5,` drawn: GID JRU N O Th R U Y� mm � - <� / -- PAVEMENT MOM AT or O.C. No PARKING) TRUCKS Job no: RARA0002 SPEED WELCOME F o --- -------IN I TO THE CITY OF 0 -.r -� == _— — ---- --- ---- - --- ---- _ x 6r Am Del"I6= THIS 20000 1- �7 Ih1yI1R tlE POl OETAN. +._ _ I._ � OVER I I I r-T-----�--T_ I TIGARD r (n..) aLOCK � G V�'VL � I �— ) I POP. 35000 � _ � _ �-- `� ` " ao '• NO I ES: 1. LOCATE STOP SN1S 10' IACn Or THE MENM +. ALL P+wEMue WRRM SHALL COWOR1 TO OREGON (t IIA) 'D R �— •'-- '- -.__ _.__- _ - _ __---__.__ �_ F00 LPW, EDGE Of PAVEWWT 011 CUIII 1ACE. DU%RTMEW Or IRM49PORVAT1�M 91WIFI' SATO(( -.. — !. LOCATE C60AWNJi4 At PEA w+tELCNNn glMP LOCATION( F'DR KAp SINO[R IWMI• f.CPdI Or TW 111tt[IINJ ,I 6PECIICATIOMS AA,; MrMAME f11aM: m' •-�'I"-' � --�I amt e� IAc,c or EKtENIxn rontlME. cocE or PArErrwr DI OMOOWI LN[S - If YUIDW LANE r,1 OF I aNs MATT n+olNrtll or wTfRrw Ne RptARCN a S ICON S ICON S IC-zN .y Y z I�+I N ' / I CSP N V IE3 a ODM E,. FIELDGO AIWAM;1PpW1f IKQ L`"°'"'°'" _ .' _ //�� AWE WN A r !. ANY REMOft Of tiftnNC SYMPMq t0 6F I , 3 r R�C 011M� M Shki-- K G-.aw, *T OR AS SALEM. OR 67110 3 'Q = 3�• r DfMCtEO h TMI FWlN[[R. (603) 378-•E6f1 .....,.......ww.Aa,=...ca.jw..,.wr-.....,.;.uanr_-;.n.r.wr.xnt.. a:r.;,•,.e:S�-0.'.Yd:GMA'7�.wlret�'�+..v•...z.a�ra.,..:....,,y,� 6 I, � .. .... ... , ,.n.,.ss, dwuu.-wo.�.u.a+Mw.rnfri9�x. ...r.r.. ..........r.r..... _....,..., .. —_-- .r.._._..« .-...,... _!��. - , �-r I I T I I I I I I l l l i l l l l l l l- I I I ! 1 I ! 111 T l I I1 I T 1 I I I 1 I 1 I 1 I ! I I I I I IF TRIC DOCUMENT IS LESS TTI I V I I I ( l i I l l I I I I I ILEGIBLE THAN THTC NOTATION, _�— _ — 1 - - — -- _ --_._— 4 ___ _ _ ._ Jill 13 ._� I]' IS DUE TO THE QUALITY OF � T'HF ORIGINAL DOCUMENT. -- ----- — -- -- _ -- — — No.�e �'�—x q £ 8Z till Lt 9G 4T Y£�Lt�GLT �9T 21 161 £TGT Lt t �8 !; 1,1II�I II��III�� VIII III�II!I IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �����IIII ��������� IIII�IIIIIIIII1IIII I!IIIIIII IIIIIIIII II IIIIIIII 111111 11h IIIIIIIIIIIIII�IIII ��I�IIIiI II!�II!!I !II���!!I II IIIIIIIIIIIIIIIIII 11 IIIIIII� I!I 1111111 IiII�N►I ..,W2 la 0 .� 0.36.9 <55EAFRD 5TR-- rr w 0 10.5' LT. \IV 5. W. HAW EET _.. -0 r' k)G L1'4E (411 WHITE) J - - _......... - -- _... _.._. - _ PROPOSED STREET LIGHT ITYP.) ~'•� _ T rr. - . ... ._... _... .- '` `�_.. 1�r '9 �°•�s z s77 3 �--- 5 C�- ,� ��14„ - IV) .- g ARCHITECTS 1 11L11 I I I D Q 4.C- ........................ INCORPORATED, - -- - +' -'1 I - 191.0 � , T F.F. �� Uti ♦c, UNIT$ - --- - 190.5 h .h 'rj 1 IQ l+ 'TeJ � \r r 4 _- - --_- --- - --- / 34 N.W. FIRST STRUT i F.F. 190.0 :_F.�, l9L0 F.F. 192.0 C F.F. 1°x.0 F.l�r 191.0 r.F. 190.0 F.F. 190.0 F.F. .wo F.F. 190.0 F.F. _ ~ ' F.F. 191.0 F.F. 19 O l� - 190.0 90. / p t Portland, Oregon 97200 _ - - - (503) 225-9096 OL Illllll , lilllllllll _ ! - I o �1 t -... ���•-•... I .F. I..l�i.0 O.r y U ... W a 189. - • , • • ' •..r• .. ... i O O O ui u= u. NIL, IL, LL; F.F. ' 8l O Q QQ QQ Il.�t U. Irl.`!l:w� IL I IL`wlli.� iL � U�.1 1�1.� '• - . I \ 1 1 I I '17 CA F.F. -- -� - �� F.F. IS8.0 1~ 186.8 _ _5 I 1 UNiTs F.F. 188.5 -- - CLUBHOUSE -- - -i F.F. 189.0 F.F. 189.0 F.F. 18'?.O F.F. 18 F.F. 191.5 F-F. 12.0 F.F. 191.0 F.F. 190.0 9 �� .� F.F. .O ob z 0 0 Z � � t � Q a z c� aa P 1 BE R�GL ASS LIGHT POLE LOCATION TABLE PERMANENT SIGNING LEGEND _ - - �.� W H C E N T�f� POLE NO. STATION OFFSET STREET T x C SIGN SIGN r 1 0.38.56 22.50' RT. SW HA" BEARD ST. , O 0 LANI_ 2 1+58.5 22.50' RT. SW HAWKS BEARD ST. P TYPE "W" TYPE "R1" T O 1 24" X 36" 3 2+18.00 22.50' RT. 3W HAWKS BEARD ST. �: rn 2 REQUIRED _ (DDRIVE SIGN POST ANCHOR INTO GROUND 4 - 3+99.00 22.50' RT. 5W HAUXGM BEARD 8T. 30" x30" � • o.c. SPAc1Nc SIGN POST TABLE Q I REQUIFZ1:1 = TYPE APPROXIMATELY THREE FEET, DEPENDING ON m �+ - DIM. W LENGTH luMbed 5 5+19.58 22.50' RT. SW HAWKS BEARD ST. T� ~ O LOCAL SOIL CONDITIONS. LEAVE ONE HOLE Pole shall be p cn S I GN POST ANCHOR 2 1/4"x 2 1/4* 39- 06 EXPOSED ABOVE JRXXJND FOR BOLT ComECT 1 ow ' vertically �/- I degree. 6 6+39.91 22.50' RT. SW HAWKS l5EARD ST. MICFIQR SLEEVE 2 1/?.•x 2 1/2' I'- d' POST ANCHOR 1S THE NEXT SIZE LARGER TUBE 7/16, DIA. SIGN POST 2'x 2• AS REQUIRED THAN SIGN POST. - HOLES - LEGEND.• ® INSTALL NEW SIGN (N) 1463.131 22.50' RT. SW WAUCS BEARD ST. ON NEW (M) S'GN .SUPPORT PELRFQYQ DRIVE IN ANCHOR SLEEVE WHICH IS A SIZE 8 ('� Q �Q AS e+40U.4 ON PLANS RATED TUBING LARGER THAN POST ANCHOR AND ABOUT la•LONG. 0+52.49 15.50' LT. SINJ 13187 PLACE �R f R �j t RD + 12 GA. U. i05 GALV. SIGN POST- THE SLEEVE INSURES MORE STRENGTH AT C•!t,TICAL 1 PLACB ���N BOOING AREA AND PROVIDES A DOUBLE WALL ST • S/16' U.S.S. AN�a205 THICKNESS FOR THE BREAK-AWAY POST FUNCTION STRIPING STANDARD WASHER N ■ SIGN NUMBER WHEN DRIVING SKEW. LEAVE POST ANCHOR 2 OR ACE SIGN -3/8' x 7/16" �R bn'EAKAWAY 9 M ■ MATERIAL: S■STEEL (SEE POST DETAIL) _DRIVE RIVET o POINT rABovE SURFACE AS FRICTI01; FROM DIRT BETWEENSIGNING AND GROUND ANCHOR AND SLEEVE CAUSES ANCHOR TO DRIVE STREET LIGHT POLES SHALL BE PGE APPROVED FIBERGLASS, o, SLIGHTLY WITH SLEEVE. DIRECT BURIED, 20 FOOT, POST TOP (3-40-110), BLACK IN COLOR TaIGIITING PLAN ANCHOR SLEEVE K.1 SIGN POST 4� 3� INSERT SIGN POST AND RIVET IN PLACE. LUMINAIRES SHALL BE PGE APPROVED POST TOP, EARLY AMERICAN revisions: 4,--3/8• x 7/16• 1 5----� 100 WATT HAS 9500 LUMENS (3-56-523) WITH M-6-2 LENS TYPE. ' DRIVE RIVET 1 2 3 4 S WHEN STRUCK BY MOVING TVEHICLE, SLEEVE Sidewalk Curb / GENERAL SIGNING NOTES Q (� Rev. A GID ]RlI 0.1/29/915 o, 1. ALL SIGNS SHALL CONFORM TO 1991 OREGON P Q DAMAGED SIGN POST CAN BE REMOVED. CUT OFF o -�.--_ DEPARTMENT OF TRANSPORTATION (ODOT) STANDARD TY I CAL BREAK-AWAY 51 GN U - Sond or soil cushion Rev. D GID/JRM 07/29/96 AND SALVAGED 012 A NEW ONE INSERTED WHILE LA surrnundln0 conductor. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SIGN INSTALLATION I N TALLAT I ON PROCEDURES d W AND ODOT STANDARD DETAILS. THE MAcHpi AM SLEEVE REMAIN UNIMPAIRED. L ��rushed rock backFlll 0 �� (9oX Compaction). Rem GID/]RN MAN/" - date: 03/28/96 2. THE LOCATION OF ALL SIGNS SHALL BE FIELD BREAK-AWAY SIGN POST DETAIL VERIFIED BY THE ENGINEER � Typical Lamp Post scale: As lv�'raD NOR.: 1 20 3. EXISTING SIGNS NOT 81-4ouJN ARE TO REMAIN IN PLACE Cross Section drawn: GID/jRH UNLESS OTHERWISE DIRECTED BY THE ENGINEER Job no: RARA0002 to Of 7 M�190-0214 to 96-0231 13456 SW Hawks Beard 98 of 106 .ra•n.wl•'WY1HRr/M' �:a;wx�eLt►r:.��'N"stn.i.a"•nr,.n•✓.tlta•bR.bc'YW.�•,.w•a•,,...a. rp�INK •..+..a...-w.......,�,.�wsF"^"M/w•wrwn+r..�1/r..aw;rNn.:M.t9wa..rw.wEM�.MY.1�A1Y1y�v�r,«....�Ir.w..ru.N�...M�w..;,..._...,... ..r�.ar..wrr...,.t, ...._ ...-,.,.,. _...+r».-. w _Ji_ IR1J�L,.4S".LC'.�.5.-.�..d.�. ..1Yffi _.:1._:l�vs.a..__.u�*bra��aw•- __-. .,_., .....rw11.�++.-..... ,. •.-.`' • - 1 l l I I 1 1 1 1 1 1 1 III I I I I I I I I I I I T i l 1 1 1 1 1 i l ! I I I I l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 111 1 ' 1111 ! I I I I l l Illi ! III I I I '1 1 �� ^'���•�• 1F THIS DOCUMENT 1S LESS LEGIBLE THAN THIS NOTATION, 1 I � I s7 I 4� ` I �� I �� I SJ� _ �1_�_ IT IS DUE TO THE QUALITY OF No-36 THE OP I G INAL DOCUMENT. r 1 --E 87 87. LL 8Z y�Z till til �S tZ - G�ZiBI -I 8i Lt 8t 4t bi Et Z It tt t - 6� 9 9 idRAR __ _____T_ I IIIIIIIIIIIIII11!11I1111111III�IIIII 1111I111i 111111I1JI �II Il�lllllllll�llll�llllll111tlllllll1llllllllll11111lll 1 MECH./ELEC. NOTES - ELECTRICAL SYMBOLS PLUMBING FIXTURE SCHEDULE I) ALL aINCsLE �'�LE SWI C.+ w10 ,"TERPROOF BOX +max _';GHT , ELEC*Ft�G.IL AND "'IECHANIGAL WOR►: TO CONFORM TO ALL GOVERNING GOD£3 j � --- •,��1T� �,�_r� 2) SEE tau 1 THREE ") � SWi rCN CaFI G�iOIiND FAULT INT(:RIR1pTER _.�/. `ORY 20 xl� 0�.++ ENAMELED 3TEE_ SELF RIMMINCz COUNTERTOP LAVATORY DING PLANS FOR EXTERIOR HOSE BIBS ® 3MOKE DETECTOR t w ,O�E5 4" CENTERS CONCEALED FROM'' O/ERF..OW. CRANE, MOD;--L '-315 GALAXY :n f�f oc.�TloNa P_1 1 �p D'M1'ER S.LITGH Q 21 ►SOUR PROGRAMMABLE T;Mfir� 111TH ,�MERIC.:N BRASS MANI <G'URING x"85 BRASS F-+UCE'' Wi FLOw RESTR'CTI►taAER . '.'R 3) ELECTRICAL EQUIPMENT INSTALLED IN CRE RATED WALLS-'FLOORS%CEILING$ ARE '1'o �p THER*"OST..T � C:N!-,ATION TYPE SMOKE OR PR!GE PFISTER FAUCET - 41-126 W� ..GR`_IC WANDLE, POLISHED CLROI"IE f-ITTINGS. � GEORGE T. ROBIS N BE C ON5TRuCT£D TO ^''.aINTAIN FIRE R +'hG � )J 9CONNECT 6WITC+4 w DETECTOR AUDIBLE AND VISUAL a W,:+TER CLOSET, TANK TYPE. VITREOUS CHINA REGULAR BOWL Ib G+�F. FLOOR MOuNTEp • I 4) -ALL ELECTRIC4L EQUIFt-LENT INSTALLED ON OPPOSITE SIDES OF F!RE RES+STI/E WALLS ..:ARE TO tar 51NGLE RECEPTACLE �U'iLET p�ul"'B'NG DESIGNATIptN I T M T P-2 , � • • SEPERAT I� BY „ HORIZONTAL DISTANCE OF 24" MIN �- 5-t' NC'CA ES OUN INC HEIGH' L_ I 51PHON WaSW, W/ .LOSE COUPLED TANK .�ND BOLT CC'/EQ.-5. PRZ4DE TOLE- CIxT,,RE DESIGNATION- SEE ABOYE FINISHED FLOOR COVER ANTE SIPHON SAL:COCK a TWO BOLT CAPS CR,->NE "'+ODEL 3-1130 ra ...:•XY W 5ErIIIS �IQkI 2520 EGOv� 5) "LL SMOKE DETECTORS To BE PERMANEN'LY WIRED WITH B.+TT -RY �= D,IRLEX RECEPTACLE OUTLET � /' SG✓,EDUCE f FANLIGHT MODEL Door gE•=T >'vD GO'✓ER LOW BATT.'.-_Ry 91CsN.-�L PER SEC 'ZIm, 1991 uB.G � E B`�CMGJP '`"ND �+UDIBLE DUPLEX RECEPTACLE OUTLET - 4 EX;4AUST F4N AT GMXM FLOOR FAIR Wa*INtS ADAPTABLE UNITS IA: ��F O� SPLIT WIRED { CEILING MOUNTED LIGHT FIXTURE 5AT+-1,TU5 ENC,_C5uRE ONE PIECE F'B1rRG�.l85 BATH TUB SHOWER uN(T WITH SEAMLESS 6) E,-£GTRI,^„i.,,. OUTLETS 5H,'�i_L 6£ �OC.�T£D 15 r►-+INJ AFF. CONTROLS E+NG SWITCHES SI-I-+LL BE � TELEF''+aOtvE Ou'LET I -P-3 CONSTRUCTION, '«+REF IN'ERCaRAL FL.-- ..!ACLS. PRC'v151ON5 FOR FUTURE GRAD BARS. GHR.x�+E "'OuNTEU AT 48' AFF DUPLEX RECEI°T.aCLE OUTLET 8" -1 WALL "(cJUNTEr� I_IGI+T FIXTURE PL,4TED OUTLET' DRAIN, AND INTEGR"L N 'i�,ING FI-441 GES, HT'TEG._A9Go ^'MODEL- 2603-6e. :.150vE �.UuNTERTOP ti 44 TELE✓1SION OUTLET ALLEN I3ATN W�w°TE.S HWS CHROME TOE TOUGH SHOE AND G/ERFLOW. 'ORO/'DE 51NG-E H,4NDL.E l.1 LCAD CALCULATIONS -+RE .�/" LASLE AT THE ARCHITECrB OFFICE, THE CONTRACTOR 13 REPON515LE -(�} GEILI1vG "IOuNTjEp LIGa�T FIXTutRE r' ALLEN B TW W B�+L,�NCED 6+-+OwER V:,L✓EI. SHIOE KNOB HANDLE, 'ORO/' E$I DES GN, I TO PROVIDE PAtNSj- 5C:*4EDLLE5 -LONG WITH ALL OTHER DES!CsN BUILD PERIMIT RE QUIREME/NTS :'221 VOLT RECEPTACLE OUTLET T Pr W',TN PULL CHAIN ` ELECTRICAL PANEL NON-CHROME FINISH. SCREWDRI VER STOPS, DIVE w, C TUB SPOUT. AN LE, w. SHOtr-LEJEFR +.EAU DELTA, MODE! 642 8) SEE BUI..D'NG PLANS FOR FIRE S+"'R"NKLER GL05ET ,-OGAT'ON5 -•T BUILDINGS. + T L-- ® S►�ECI.+. '�JRPOSE RECEPTACLE �►S PEND-INT L 3HT F(XTUiiC ELECTRICAL METER NOTED AT NON FAIR HCUSNG UNITS F:_UORESCENT Ira,-r FIXTURE �>rl- Qr ,:ulvCTipry BOX �..EGTRIC HE-:.'ER i AD VANTAGE 5'-TUB SHOWER OGE26OC-sP 1T,TI4 STERl'!vG PLUMBING GROUP INC T NDER C-+BINE' F-uORE°.vCENT _IGFiT S SWR,- GLOSS SURFACE, 4 PIECE UNI. +y1 MOTOR CONNECT!ON c x7URE �� B-:SEBO-:RD +-+E.:.'ER KIT T F- RAR GH1iN S,NK: SE.+"iLESS S NLES9 STEE_ 5_ t= RIr^^^ _, S'NGLE COMPART""EN' SINK - I j!TH 3 NOLE5. DAYTON, K NGSFORD K-'252: w DROP- 'r E,45KET STR,:.!NER'DR_;'N i -•5SEMBLY- 61ZE 25''x22"xb "`!ERIC 'N BR.a55 -j105F5 5R.456 SWING ARI-1 FAUCE* W/ - ----- FLOW RESTRICTING AERATOR OR PRICE �F15TER 33-2126 OR S'ERLING 0`282 W/ .ti�� �TEI�'1 �J F'OL19HED CHROME FITTINGav, `/\��iL,,�1JJ�y r 'FI W.aTER HEATER: BRADFORD-WHITE, MODEL M-I -3mT5D5. 50 GALLON G,�+pAGI'�'. L. 1. ELECTRIC WATER HEATER CONSTRUCTED OF C_-:485 LINED STEEL TANK INC�URPORATED i COMPLETE uJ1'- -+,NODE, PRESSURE -SND TEMPER.,4TuRC- F;EL'EF ✓AL'✓E .:.ND HOSE THRE.+D AND DRAIN COC< 2. PRO/IDE TOP AND SOTTO►"' REPL:►GEABLE +-1EATING ELEMENTS AND 'rHEW05T.,T. THERMOSTAT SETT'^4Cz RANGE log TO 1130 DEGREE MINI"�UM 11 - 13 3. PROVIDE FIBERCx:_-:,59 '%ii NK NSuLAT10N Mw-ETING LATEST ASW" STANDARDS 914 N.A. FIRST A'►L.NUE K \ C --- -- - r-OIR TWEWAL EFF'CIENL;Y. ' •-- „J,o 'g g-' I �. _ �'ortland, Oregon 97209 GF- ) 3 Be I 3 v / ` \;� i-a?s6 a. F'RO/'DE GALVINI C DRIP r':.N. / < I5S-1 1503) 2� 5-9095 WIP / CoF I r 15 j -_ 1 6. COCIRDIN.L"E iNB'ALLATION OF E.W.ED. PROVIDED INOULATION "ADS. J -- - {-_ ,/ 1 ( P�6� CLOTHES lJ,:,.SF+ER CONNECTION: RECESSED COMBINATION FIXTURE WITH METAL -I P_,,.,STER FR. ME FOR WASTE AND -+OT o4ND COLD WATER SUPPLY, FIRE RATED TO SU T 00 P--t GARBAGE C'S>'OSAL: GENEQ,':L E-ECTRiC !QFC 305R, 1/3HP, BADGER ' 15%r IN-SINK: ERATOR - - . ' ' tg I �P`gJ W-ITER CL09ET 'LANK TYPE, HANDICAPPED, VITREOUS C�'N�. PRESSuRE 4551STED x I ELONGATED BOWL, 18' HIGH RIM, FLOOR MOUNTED SIPI-+O'N w.45w. W:T,-' CLOSE COUPLED \ r 15`x` t5 TANK AND BOLT GO'✓ER3. PROVIDE TOILET SEAT W; CG✓ER AN'; SIPHON BAI_LGOGK AND UNDER_CABINET D 5HWASHER 1 Ig TWO BOLT CAPS CRANE MODEL 3-154 H-TI-ION' u; SE!"'IS MODE,- 1955-C SEAT ANO CC, R. LI(sHT , H-1 DISPOSAL i /' 13 = 1 I 1 i II f-c> 9 LAVATORY, 1-IANDIG�:PPED: 20"x18 KO�+LERZ K-2032, W1TI-+ 4" FAUCET CENTERS. T -GARBAGE MOEN CHATEAU EASY GRIP 4969 CHROME =•+ur-E- J,ITr-1 METAL UNDER CAE NE / E L WASTE t w P•4 1 __ >__ ....._ I ------- _ - ___ T ,,--, _GARBAGE H-I I I I T LIG►$, r 22 e.J" PLOW RE3 RIC ING ,4ERATOR OR PRICE 1DFISTER C41-126 SINGLE LEVER HANDLE r `^ A� I 3 FIT (-p..,1� -M�LY_ Yr A ROME 'VGA INSuL:lrE SuAP. .:�iD �I,ASTE LINES. N-) F DISPOSAL 13 I y Cs� r 15 I Wi COL SHtc D GH FITTI, *-- \ J '..' P-4 ___- l I 1 - I I -- KITCHEN SINK, k,-aNDIC.'PPED ,JGCESSIBLE MOEN 22x362 20 GUAGE 5E.,� '� , J 3 I ' _ - N ; ., - i---- I T E55 ST +rIrvLESS STEEL SELP Ri BIAS+CET LE CO PART�,ENT SINK _,. H 3 +-+PLEB CULL` JNDERGO.�'ED, SATIN FIN'SH, l 7-T_ DROP w H H*140 Sr'RSYER ""OEN -3C'm G-+ROME -:uCET. 00UJEL SIZE CFI. r- _ p_,• � I_. L._ _ + .�� , I I - 6 5- '2'' DEE 11x11-V4Xt "x I, P o H-1 F 1----- W~+ELECTRICHDEA�WHITE,'MODEL M-If-1005-1995. 100 G.:L' ON r_"F*.,GITY. 220 VOLT - - I - 1 5 �- j - _ ___________ 1 1 -_ I I P-II T CONS RUCTED OF GL••SS L NED STEEL TANK - - ---- ---- >}� -- I _Or+PLE E WITH .l,�10DE, PRES5URE AND TE"AER.arURE REEF ✓ALvE AND HOSE E H 1 I �j - __._ sc - - --- ` _ THREAD AND DRAIN COO< - I ' ' --+ 220 'VOLT ----�}{---- I I t �� ;�--� -� 2. PROVIDE TOP ,SND SOTTO►'" REPLACEABLE HE«+TING E,-E"^ENTS .-:.NG 'HEm"1'OSTAT .� ,;; �r =" ' �_ 1 I�� TWEW05T-T SETTING RANGE 10D TO 150 DEGREE " 'NIM - RANGE I i I k I I I I I �. ! II 9 .b41 I CV 3. PRO/'DE FIBERGLASS TANK INSULATION MEETING L.+TEST 4.SHR-aE 5'ANDARDS t- g , .54 ----� )I p r-. RANGE / I I - � ---�-1�� p.. ��_�'_J FOR THERI`1aL EF�IG!ENCY. 05 L I I II 4. PROVIDE G,-tiL✓INIZED DR'F+ CAN. 5 i - - `>t P-5 (c Hooc , I - Fr ` \� I I L_ -- ---JL_--___� c C7 4 I I W r- 'S -- •,1 ) �� I I 7 i i Q-6 n I'p_12 DRINKING FOUNTAIN 2 LE VEL o-4^+vi�'C.•P ..CCE5S'Bi.E DRINKING FOUNTAIN WITH WALL PL-ATE' G; <K,' 11. + I I LL 7 - -2'-m" WIDE 6 ELKAY BARRIER =REE FOUNTAIN, EDFP-'.T_C STAINLESS 5"EEL ':INISH. O �!I r r I I K C'' HOSE 3188. NON-FREEZE TYPE, RECESSED WALL HYDRANT „J1 ✓,.:,(�M BREAKER AND � �+ Z SHu'OFF EXTENDING TO INSIDE OF WALL. WOODFORD, MODEL 25 i.� z 1 o F I -- 'i I LL- + (I P,_1,,4 F:_OOR DRAIN. GONTR.;CTORS CHIOICE, SUBMIT FOR "PPROVAL Wi "J O TO - ► = -© WIDE I t I�� / lCd / I I � � a P►�orocELL 1 so�F- / o a - I -�" SHOWER- 36"X36" ONE PIECE >`IBERCsLASS SHOWER LASCO MODEL 01363-C, CHROI"'E PLATED PANEL � 1m �I 10.4 �L --"' p_15 f OUTLET DRAIN, DELTA 1424-LHP FAUCET, PRESSURE BALANCEC, SINGLE HANDLE W.�.SHERLESS, W w TTA i ELECT.NEL I rte' ROTS' ON y_ UNIT STOP, 25 G.F'1"' S+aOwERHEAO. T z 04 - ✓rA_. -� ___i AND HOUSE �._ _ __ __ __I I �n 4 0 e ; LIGHT FIXTURE SCHEDULE U PANEL. I \ tI _ _ 00000f -� I-.- - - I � ,_- PRr�CsRE55 F�S:a-6Cd, 8 I/4" WHITE MUSHROOM, CEILING MOUNT !� � .",, EC 'vCANDESGENT, ( e0�; - _ F' /�`-"1 � �I ZDUPLEx PROGR� SS �352�-6(d, iQ 1/8" WHITE T"US►+ROO"", CEILINCs "'':'JN'ED INCANDESCENT, iI) loOW A LrJ^^P, law �- -- -- - ,i* I I -- DUPLEX ,:�' I' _ .._ _._ J � - -- - -�_. ---- --- - --, '2Z r I �I CEILIN6 coy? 1 cEIL NG >=oR I / I- I - - r z O ' I FUTURE G-•R.;GE I FUTURE G.JR.+CsE I / I L"__ DUPLEX .;T I I G--- DUPLEX AT C PROGRE55 P5''2'-10 ;'ENDENT INC.+NDESCZN' (I) I00W A LAMP V 1 � �1 p � CQ ...r DOOR OPENER DOOR O;zENER, I __. - __ _� CEILING FOR r-- --�� r I I 1 I CEILING FOR -_ I -YP I I I TYR, I I I FUTURE GAR*VG- I FUTURE G.�R.WIE G r'GRE58 F'"2�9 bmEs SURFACE MOUNTED 1=LOR1=Sc:ENT, l2I F34 T-I? LAMPS. - DOOR OPENER, ' I A Q I l DOOR O i*kt=R, I _ I Y I I TYR, I I l i I - Citi I WALL MOUNTED !VCANDE.SGE'VT,(b) 6oG.' a LAMPS IST FLOOR _ -/ � r-+I_ sRE5S P3011-30 24" WALL !NCANDEaCENT,l4) 60W A LAMPS E' UNIT TYPES: P100'1-30. 2411 'A AND ` A PROGRESS UNDERCABINET FLOOREACENT, i!. F2C' T-12 AMP- 2A -HOSE BIS � - cr*Y of n�ARa MECHANICAL (G/ GROAN MODEL 6�1, CEILING "'1ONTEU EXAUST FL.N. Approved.............................................................�,: Conditionally Approved .......................................... ,: ELECTRICAL t - - H ? BROSN -ODEL IF,2, COMBINATION HEAT LAMP A,ID E-x4%rr;�nty iin work ^o described In: NOTE: I HOSE BI®B \ - ill[ dl1 dLLc °LL? CIRCUITa FOR G,aR.:�E , PERMIT NO. _� -t=----X. - --- • - 1'evIS10119: TO BE ED ROt"1 PANEL P (�� NOTA �J PORCELAIN PULLCHAIN, 858-90 Se©l6ter to:Follo�'�.�lM,..M��•i�•.us F F CIRCUITS FOR GARAGE _� -- OF APPROPRIATE I TO BE FED FROM PANEL AttlClrti1. ai�i�4tva;� /,,\ 09, 30/96 uPST.41R8 UNIT. OF APPROPRIATE C PROGRESS P5641-30, SURF,4CE MOuN'ED CYLINDER Dop�o HTII) -Tr r- .R ... '�- _ _ - JF~5`4IRS UNIT. JOb A�dr�s 7�� -- 71% ( cER,:"'Ic �G�'��EscENT 100W A L-�MP �'t_-1 D^+�; �► � I . HEATER SCHEDULE -_ U PROSRE55 P'1186-30E5, SUWACE MC'+INT'ED FLUORESCENT, (2) F34 T-12 LAMPS date: 05/9/98 � N) PROGRESS p'196-30E5, SUBAGE MOUNTED FLUORE9CENT,(4) F34 T-12 L,�MPS. �_- I FAN FORCED ELECTRIC HE.+TER �1� PROG,�ESg r�d3_rG,P66�3-31, RECESSED INCANDESCEN*, (1) WW PAR-20 L.:Mp. scale: 1/4" CADET "REGISTER", 240✓ !0, IN•1 CADET 'REGISTER" *^ODEL, '150 WATT 23-60 OPAL WHITE, I 100 WATT LAMP, MAX.. drawn: H-2 CADET 'REG STER' MODEL, 1000 WATT PJ WA' L SCONCE, PROGRESS F-II CRH H-3 CADET 'REGISTER" MODEL, 2 00 WAIT ) PROGRESS P6l11-31 I'i'EGESSED COMPACT FLOURBSG>rNT, (I) PL13 LAMP job no:-Ot303 H-4 CADS "REGISTER` MODEL, 2000 WATT J H-5 CADET '7CE SPACE" MODEL, -15Cd w-'- cn \T .IID IND'RECT PENDENT C(XTUR)=: L-1,"" LI'E DISC LD 33, CHROME AND BRASS FINISH, o �. BASEBOARD ELECTRIC HE,+TER 'T' c'v CADET "TRIM RAY" ( U r'RCGREFJS P6005-30WB, WALL "�CuNTED E'"IERGENCY EXIT LIGHT PER U.B.C. 3313, 3314 W/UA4ITE FACE 1°M-1 -ISO WATT .SND RIFE;, STENCIL LETTERS PROVIDE IN'''EGRAL BATTER"' P4CK W►-IERE APPLIC4113LE BY CODE, BB-2 1000 WATT (y� to BB-3 1500 WATT O__.V EMERGENCY LIGHT- PROGRE55 "6000-30WB Wl (2) 6✓, '1.2 W T-5 WEDGE BASE LAMPS AND A __�-- - -- 6 'VOL"' BATTERY BACK-UP ro KIY! "ARCHI;'YPE" MODEL SAR 'IoW NPSOUJ IA.%SAR3/'`C" 4=512013L-P WITH TYPE It REFLEGTO/.Z �-tOUNTED I& - : ABC✓E GRADE ON A 5",AKESPEARE B020-^.3 DIRECT BURIAL POLE WITH D~RK B�ON�E -itil� M E Ir7 rl -� FIRST FLOOR PLAN - ONE BEDROOM TYPE 1A � FIRST FLOOR PLAN -� TWO BEDROOM TYPE � RC'CKRESS P5220-31 SITE SIGN LIGHTS, "" 50W HPS E-1'1 LAMP..� 2A �• (FAIR HOUSING ADAPTABLE) ME2• a GROAN 9E CFM EXHAUST F.1N, MAX, 1.5 SONE w 1" 24 HOUR PfQOGR.1►"'?"+AdLE 'ER FOR F-:N OPER,aTIO'N M5196-0214 to 96-0231 2tal rn e 13456 SW Hawks Beard �.`� F'RCCsRFSS 5418-3I OUTDOOR C'XTUR$ WITH .�, P5390-3' POLE At �'-0" NIGH, (l) 100W A ,-AMP m 99 of 106 Y JF . HI� DOCUMFN Iflllllllllllllllllllllllll P " TISLFSS J7114 � 1 � 1 � � il � 6 I � IIi � L I � III � I l � ljl � l 1 � 111r111i11I111111�11111111111IIIIIIIIILI � ._. _ .._ LEGIBLE THAN THIS NOTATION, _� -_1_- 1 _ �_ -_ �, __1______� �____� _� R IT IS OUR TO THE QUALITY OF _ No.9e THF, ORIGINAL DOCUMENT. -- - - --- �---_ _ Q £ 8Z 8L LL 9Z Z ibL I �SL �GG T��Z 0� 811T oT LT 9�t 41T 1b�T I �T I Z1T tt I 1 I �8 8 �L I 9 4 £ - Z Tame VIII IIIIIIIII Illlliill IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIl111111!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI III!IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII!►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIII1111 I►IIIIIII Illll►III I►lllllll 11►llllll Ilillllll illi t CH./ELEC. NOTES y�� �r>, SEE 5"EET ME2.1 FOR LIGHT AND 'FORGE '. ROB{SON �'� �'LUMB+l�1G FIXTURE SG�EDULE$, AND I E"ECTR!G"L SYMBOL,") PORT OR O SEE "r:2.1 FUR SCHEDULE �f 20 I 3 MECH-+NIC.aL, P�Lt-451NG .AND �� E-EC"WIC-AL EG2UIF�MA ENT PENETRr!t4G OF FIRE RATEI� ASSE'"BLIES TO BE INSTA:_,_.ED TO Ma'N'rAIN F;RE RESiST"NCE R, NvCs RAR IS A T ARCHITECTS 1 I t3 _ f Ig - --- ----- ----------- 11 �, LIN URI'URATED ' i _ /� t 34 N.R. FIRST AVENUE Portland, Oregon 97209 ,3 3 I i I ,..` (503) 225-9095 tg , /—ELECTRICAL PANEL \\ I'_b WIDE 60FIFI7 - - 1 / D_ UNDER CABINET G`RDAGE � t PLI �\EL l luN-D_E_R Cr:B-'tiF1' D'+S-N`WAr9te�_ER 1 I t I•_® 3WTI_\) O13 9 iPI i I leo -F T77 t� -- �=�. �_•• V 1 it 220 VCLT ----4}4� 16 - j 220 VOLT ---�{�}- .. 1 ' — - �. A .54 ° HOOD -11- ' - ZTJ ~ �_ ! 4u I ! 9 -. l 9° I _. LQ�­ ]5A L 11121101W k — S VT ,� 220 ✓OLT I I ___ _ _. _ _!k \ i61 G �, 'rG,E HUO� �- \ /TR �—-� N 3 ! 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S 0Z 8�T8� L i 9� 4�t tTI CTBITII IIIIII Iil1llll Illllllll !, IIII IIII IIII I,III,III IIII�IIIIIIIII�IIIIIIIIIIIIII IIIIIIIII IIII IIII IIIII11111111 IIII IIII IIII IIII IIII IIII,IIII IIII IIII IIIIIIIII ..II !il! II,!,i!i! nli ill! IIII I!n ull nll lln Illi l u Illi !!!ILII ---MANGE "C C, MECH./ELEC. NOTES - _rFl_ ., FORGE T. ROBiSO�'Cn 5EE ELrV"TIONS - _.- I I� !.) SEE gHEET ►"IE?! FGR L_!G�4r .>►vD Dl6aawABNER --:. 9� --______ NOTE: ;- PLUMBING FIXTURE SC►�EDuLE9, "ND C�UITS S+10Wv �,RE FOR UNITS • ELECTRiC >► S`rMBOLS. 2A'2B/2G/3A. SEE PHNEL SCHEDULE I 3' y PORT 0, OR 0 SEE UNIT PLAN 2 vEE 1 FOR AD��18rM)=tVTB AT UNITS 'a.;iB. / FOR �i 520 v E� ' FOR NE„TER 5C�-+EPu�E GONTINI,1ATip1� f 9.) MECLIAN,CAL, p"UMBING .ND J' 4F ELECTRICAL EQUIPMENT PENETRAT NG l ro-4 j _-- , FIRE R.>rED A88E► IB_IE3 OBE INSTALLED `O MAINT.-11N F,RE- GARBAGE i RES'$T,.aNG!` RATING. D15pOS-L � I I -P-'1 ! c 2 --- I. GF ....�+54” 9 1 9 I 1 - - RAR ARCHITECTS INCORPORATED EXTENDED KITCHEN AT END UNIT 4 . -0 _ 34 N.W. FIRST AVENUE Portland, Oregon 97209 (503) 225-9095 I � I I 1 + r� V 1 I _ _ I I I I l II I -r—A __A •-�-. 1 - f 4 _ I �P-2 P'3 J �., 111 /TR - r ted y 3 - �$� Q o _ r __ __ � � • L p�_ate �I it � ° ._. � di 1 I L1 c -� p._� T I I P-b R _- N ✓'r� , T f E . 1i-1 Z p lb EJ Ij ELECT r P_1"l Ii cn Q � 4 O J (3 I �I _.ELECT. r x FSI ►� I In I PANEL , '*L; a L..__ T W 1 q cf) gc � ., 00H N .� \ 3RD FLOOR / UNIT TYPES. % T 2C AND 3A 1NIECHANICAL g , ELECT I ,; RICAL 19 revisions: � ram B� ri ri l t" 05/9/98 9C91f: 1/4" = V-0" drawn: CRH job no: 9803 0 THIRD FLOOR PLAN - CONTINUATION OF UNIT TYPE 2 1 _ � C 2 THIRD FLOOR PLAN CONTINUATION OF UNIT TYPE 3A ME 14.. a 1'-0' MS i 96-U214 to 96-U231 13456 SW Hawks Beard 101 of 106 yP''"rv`.a. '�!' "'$.. I��h1Cr'�ICAh'�t '.i.:,;, - ..r .htii-P['_:_ �x ^k'• ,i1'a4"►.�9l7t4'c' ,,. ,�,�•.3�'a.Lt"r-. .,d$"`-. � fi - .. . i .bM . �. ,p�qM;�, IF THIS DOdJMFNT IS LESS � !lil�l!II;I !I !I11!III!I1II IIII! III !I1�! II III�IIII!�111�111�1�11111111111 LEGIBLE THAN THIS NOTAT10ii, � ay1 f �Ill�l�llllll�lll' llllllllll � l I IlllllllllllT�]ll�lll�''i11T�1�1�1 l0 IT 4 DUE TO THE QUALITY OF � -1� III—II_—!(I_I_IiI—ItI�IIIIIII r TH1 ORIGINAL DOCUMENT. _.----__--_-- __- IIIII IIII�IIII 11111111 IIII�IIII IIII�IIiI II, .IIII IIII IIII IIIIIIIII IIIIIIIII IIII III111IIIIIIII IIIIII I I I IIII it I IIII IIIlIIIII I,II IIII Illi 11- T1111111T� IIIIIIII�IIII �IIIIIIIIIIIIIIIIIII II , IIII III hull MECH./ELEC. NOTES '-IE1 ' FOR j..1GNT A1ND F'LUMB;NG � l1 RIXTL4'QE 6,«+ED.ALES "Nr- ELEGTR-G.+_ $-fmBC_S GEORGE I. RG8ISON ' J � i SEE '`sE2 FOR. 4E-:,-ER SC�,^,ULE J� MTt '01 OREGON ��, 2520 3. �tEG►,.;N�GAL. PL.uM®!NG. AND E�.EG"R'C-�- ' E��'�ENT PENETRATING foiRE RATED CJ 45SEM5L!E5 TG BE INST+�L.LED TO MAuINT.+!N � ��F 3 FIRE RE-515TANCE O;ZATING IRAR ARC.I1ITEC'TS INCORPORATED -1 34 N.W. FIRST AVENUE /� Portland, Oregon 97209 I `�1 I 44 (503) 225-9095 t r � \ ` 1 O 1 1 C, I 1 U) ` 600w "SLIDER' rP-10 L,ITRON NOv,L 5ER:E9, T`'P Wp 0 0 p p / .30 OD O Ocli > 0 m l / `..J 0 13 4 ` r \ 3 c] U .� 4 u N ---�' G� t �>WIP 4 K ; 12"z L) Q fx x W 92 FAE' 12 R12 z a cm Et I ' CN) �T� y 6 {J C \ CL, 2 [P�14� z � PRO/IDE 320A � ► V W � O ►METER B-%SE ]' G ►"► )5 ` Y 1 \ / ' / \ PER POWER CO 1 O m �1 N �+ \ CLUBHOUSE �r�. I� Q P 8 � MECH/ELEC 5 M oLL , o WW. PLAN "A E E �T 1114 y4 revisions: date: 0:) 9/9G scale: drawn: CRH job no: 0603 rn r-� N f-I r7 w CLUBHOUSE MECH/ELEC PLAN MEbm3-G�.z' ru v 2 * 4 MS I 9b-11214 to 96-0231 n; 13456 SW Hawks Heard T 102 of 106 po"WN low 1F THIS DOCUMENT IS LESS LEGIBLE THATI THIS NOTATION, I T71 rlllf I IIII111f IIIf I�I ,Illf Illflll1l IIIlillll1ljilT III�IIi(IIII�'f 111(illfl(IIIII IIIIIIIIIIIII I Ijlllllllllllli IIIIT�111�f11 i'?�iii�l 111 1�1 IIIIIII IIIIIIIIIIIIIIIIIIIII I I I I II I II II01 IT IS DUE TO THE QUALITY OF TiiE ORIGINAL DOCUMENT. - - - -- - -- 7-- - — ----- ---. --- - - ---- --- -- - -- — T — No.3e O�E 16 Z 18�Z L�9rZ �7 STL >dG I t�Z OTS I�Ii 9F11 L'► 19 TI 19�i 16�t I 1t I L�I I I I IL I I I I T I'I' IIILIIillllillll!Il�llu IIII�IIII IIII�IIIIIIIII�II,I�INIIIIII IIIIIIIII IIIIIIIiI llll��lll IIII�IIIIIIJIIIIIIII IIIt�IIIIIIIIIIII ILII II illi IIII Ilil ILII Ilil Ilii fill IIII Illi Ilil IIIIIIIII Illi IIII IIII IIII IIII Illi IIII 111111111 IIII IIII sill IIII IIIII�,,!IIIII IIII Illllulll /.`t��j— S J N i � CORD U EXPIRES 6/30/97 I I i ARCHITECTS IN- CORPORATED 34 N.W. FIRST AVENUE Portland, Oregon 972`09 ---_ _ _----- - —I (:'03) '325-9095 . \ LOUNGE , POOL �1 ROUTE rUGj A50✓E I / ✓AULTEG Cg,-LING ' IQxS_N� A'm 14x12 SOUND GTTENUATED 14, +am I ! T}--lANSFER DUCT f- SPA z Zel ENTRY 200 04 \ -szz -� CEG FURNACE w/SC I \ ! / '� XOFF � ti225 r ~ � O I EWN 40. Z .� 1 ExERSE \I 1 ff E-0 j CA ci C T ! r _W-RE T ROOD' J `. � !I10 45E' m_.�,� - CLUBHOUSE L�_-� ;� i ��© I-- • Ql� I PMENT 5��EDUL` 6 @ j - 5ET F_tRNA(�E ON 14' � GN SOUND ATTENUATED POOL r '— �'� _ ms's-1w IH� - PLENUM ROUTE RETURN AIR INTO BOTTOM EQUIPMENT — HVAC 40 .\ _ �C ,� I 8,4 OF FURNACE CABINET I DE91G I DESCRIP'ION _ — _ 15415',15 07= DESIGN PLAN 1 1 WOMEN 1 FURNACE GAS FURNACE WITH COOLING COIL DAYt NIGHT I I 'M6'm UP ' _....__�._ U)/Cc:U)/Cc01*1560 CFM a 0 ' ESP. 1/2 MNP, Two SPEED 3Av 30A04aW 8"h_4�1 i ` EN , 2` /N HEATING: eC MBH INPUT, 52 MBN OUTPUT, W% AFUE 130 COOL ING: 4'9 ► 'BH TCTAL GOCL INC, MATCHED WITH OUTDOOR UNIT rfwision9: L PROVIDE WM WITH PROGRAMABALE THERMOSTAT L .. - � i i I \ i I \ - -__ - -- -- -_— ------ _ - __ AC 41R GCCLED CONDENSER , OUTDOOR UNIT ' DA' t N GH' ri4NAGER -y- - ---_-- -- - - -- ----- -- -- - -- UNIT AERFORr'IANGE MATCHED WITH CODLING CCI 156It"11048 OFFICE c _ 3i4' GAS �� I RNtEG AT 95'F OUTSIDE AIR AND e2'r- wB fl SEER 100 GAS METEK � --- '<?EFRIGERAN' I I El11H ELECTRIC W,4LL NEATER CADET GOt-lFAK I f 8/20/96 LINE 5 1500 WATTS0 -- COMBUSTION AIR OPENING PROVIDE WITH WALL MOUNTED THERMOSTAT — J scale' ,�LE: B,& C+c)ENtNC-i NEAR CEILING I - - --- -NO tiCALL - -- --- - -----_-__ -- AC UNI' � RC'/IDE WITH 1/4° MES" SCREEN drkiwn: CMH Job no: 9603 / 984505 CLUBHOUSE 1 MS 196-0114 to 96-0231 13456 SW Hawks heard 103 of 106 IF TH1 � DOCUMENT 1� LESSI Irl�Ilflll �llll IIIIIII Illll I IIIIIII~IIIIII IIIIIII II111�1 1111111 IIIDII 11111 ;1 IIIIIII III III Illi I IIIIIIIIIIIIIII 1111 �1 1111 1 1111111 111 tll IIIIIII IIIIIII IIIIIII III i I' � LFGTBI,F THAN THIS NOTATION, 1I I I I I II I t I } CI I 8 I I 1 �Q I 11. I �jl IT IS DUF TO T11F QUALITY OF ��� us at TfIR ORIGINAL DOCUMENT. -- -- -- -- --- - - ---T— __.___ _-._ ___ _._ No.ae ���� _ 9 £III 6Z BZII ILZ II , 9Z t1l £Z I F I ie, 0� 01` 8i LTt 19�111111191 � t 'I' I E�t I Zi tt I o��Te L I 19 I MITI E I >11 ITHINI]i 11111., IIIIIIillll1IIllllllllllilllll IIII !IIlI!III�IIII IIII�illl llll�llll IIIIIIIII IIII IIIII IIII IIIIIIIII .III IIII ��!!Iiiiiiiiii IIII IIII IIII IIII IIII IIII III!��� ! IIII 1111 1111 IIII IIII IIII IIII IIII IIII IIII IIII I2 4 ),IC 1-�E—wp TO UNITOR HOUSE P.�NEL5 NEW PANEL 'A' LOCATION _;Ef- PLANS TYPE LOAD CENTER ANEL i�' LOCATION SEE PLANS _ TYPE LOAD CENTER SERVICE SIZE• 100 AMP 120 240 VOLT 1 PHASE 3 WIRE 200 AMP 120 24 ) VOLT 1 PHASE 3 WIRE PANEL SCHEDULE NOTES UNIT METER, Ai;i / ---`� CIR 8KR FD LOAD CiR BKR FUR NO A. P. WG DESCRIPTION UESCRIP>ION - LOAD HOUSE 1004 --SI E F'�R NEC - �GE A �, NO AP. WG Ec ER N.E c 210 30 I° 1B IddaVy ORGE T. ROBISON� _ 14 LIGHTS -----" _ A C � '�> LO.+[7 G.:�.GJL•:.? P 1 1 Fi 1 I 3 q, 2D, 2G 20ma 3 15 1 14 LIGHT$----- _ _ ^ 0OA 3 LI HT'S_ �?� CONTRACTGR TO F-%e0/;pE TOQ OR I---- ---- -- _ `J 20 1 12 KITCHEN -' - - - -� - --- -- I G g.r ---- --_ ( 8CTTC" FEED •A5 �aU RF_ r _ Kt CHEN • ALL SERVICES 12m/140✓ I 3W �� J3a0A HUS —I ` 'OR1LA ORE ON ' 7 20 1 1'2 KI-CHEN _ -' 20 1 12 KITCHEN' - --- JOB GONDiTio>v8. (p 9 20 1 12 U.UNDRY _ - - -- ------- -- __--- UNDRYr 13 15 _t 14 RECEPTACLES _ - _- 1 1 _ RECEPTACLES FOR UN T8 t.: 1B, • 2G H 13 + 1 14 _-_-- 4 I L _ _ > LOAD 8�+04Iv IS "WOf'w�T CASE - U'JIT 3_: 1 5 uNiI 2.a 20.0 Kw, UN ? 2B 195 r.w. I j ( + I --} PRO✓IDE ^'+E'ER BASE 1 i ,SPACE .- .-.-'� _ -�- -- Utv�rr 1C � X0.0 Kw. I I I 17 I I FER POLUER COMPANY 19 D's WSHER _ _ -- --- -- CON?R.aGTG�R TC GOORi�INGTE A 1 DISPOSAL �- 11 - __ C I I I -�r`i l+ I .q _ I R 2•� SPACE �_- _. c ___ GARAGE - -i~ - RA*InrGCiF BRf:+�Gr+ C�Ev CES IUIT«� I I EQUIREt"!ENTS • MAIN --- 2 DI,HWSHER EjRE.�KER SIE A5 25 pISPOSAL _ — "k/- _�B�E F-",j,_T C,.RRF-N7 REQUIRED BY SERVICE 7 11- _ -- --- _ 2 - _ - I - IN. 7 - '' 27 SPACE <t ✓ERIFT ECTR N'3 - M� E I SIZE CART _ �--- --- - - -- - ----.. .--- _-.- - --- C REC.OU&---E `M � I C: W POWER CORD r 31 wRNACE pR ole To Route+, N -- - - n 13c"EDULE 5-40-N FpR GENERAL F'�tl�rlC,E ADDITIONr:�� (._ ^ ^`� M} �� R )VIDE ADDITIONAL = _ - 37 - �—--�. _�- Wr-ERENCE ON&Y CONTRACTOR TC METER '"AINS AS 3 _ �., -- _ ADD I5RE,4KERS AS REQUIRED FUR REG�I.iHREp + I I '-ETER/ MAIN$ AS t--` - LDAD13 DETERMINED BY UOB REQUIRED. 39 - - --- -�� `'��. - _- �''NDITIONS 5EE SPT. 1tI. I ' I _ . l SEE SPT. ME1.I RAR 20 2 12 HEATERS DINING k LIVING RMS. 4 - 20 2 12 HEATERS DINING & LIVING RMS. __ `- - 6 20 l 12 HEATERS, BEDROOM & BATH - - 4 - �-- .-- -- -. ARCHITECTS- 6 8 6 2. 2 12 HEAD TERSL_t3EURU0M do BATH __-- ---- ,^- - v - 8 PER EC. - -8000 TERMINAL INCORPORATED 10 _ SPACE -- 1 v 20 2 1 Z HATERS, BEDROOM do-BATH �--"-"' - .�... --F- SECTION. 1 -- _ _ I 14 30 2 10 WATER HEATER ___ - 14 30 10 WATER NEATER _ - -- - "- 1 2 10 DRYER _ _ ------_'_- -- - 1 s .______-__M - ----_ SE TRA*.'*IF' I R� -_-__ (3) 4" C. W/ -- - --_, _ SEE 5N E I NYLON PULLCORD _20- 18 3U 2 t0 DRYER NY FOR SERVICES. 34 N.A. FIRST AVENUE 50 2 6 RANGE _" - - _- _ - ---- - - --` _. .-___ _- - R;5E1ri TYPICAL IL ?4 ---_..... __ 50 � 6 RANGE __. _-______ __ _ _-- - I, F1,01,Qi - --- ----__ 2 4 -� - _ 6 20 2 12 HEATERS, BEDROOM `----' -- -- - -- Portland, Oregon 97209 28 �-- T � OM do HALL - I8 0 0 A RISER !�G R A M 503) 225-9095 30 38 f SPA 8��, i201240V, 10, 3w MAIN BKR 100A 2P TOTAI. VA MAIN 8KR ,-(`OA 2F� `-- TOTAL VA- _ -- - TO UNIT OR HOUSE PANELS TOTAL KVA 18.8 0 TOTAL AMPS -- $FR✓ICE SIZE• TOTAL KVA _ 20.7 4) TOTAI AMPS SFE RISER DIAGfiAM UNIT - METER"AIN / ---^� ® BOTTOM ❑ SURFACE ❑ S.NFU> Q f"f_FDER _ A� BOTTOM ❑ SURFACE C S.NEUT FEEDER _SEE kISER DIAGRAM __� T0F ❑ FLUSH S. I.G.HUSS ❑ AIC SYM. 10,000 '� TOP ❑ FLUSH ® I.G.RUSS ❑ AIC S'em. IU,O(U HOUSE I004 `- IA 1S 1000 SIZE PER N.E.G. --------- -- 2A, 25, 2C 200A 34 200A E A • ALL SERVICES '20Pl40V I(V 3W T PANPANEL B 1 Eumt � TY P,C,:aL FOR l.Nl T 1'Y PE3 I..., Ig I r ( 1 TYPIC--aL FOR UNIT TYPE 2A, 2B, 2C 3 - I I I -I �i I I PROVIDE METER BASE PER POWER COMPANY M I I I REQUIREMENTS 4 MAIN BREAKER SIZE "5 REQUIRED B"" SFR✓!GF - M '� SIZE C""RT. GCORD'N.=.TE M I A.I.G. W/ POWER CO civ I I LI.- PROVIDE PROVIDE ADDITIONAL I , I � T I - �'J I 1„1 F'RC✓IDE ADDITION-, L z ME ER MAINS A5 I �"'ETER�' MAINS AS O NEW PANEL 'HP' LOCATION ` Ef P All SEE 05N4T.DMEU REG`' RED. w a TYPE LOAD CErJTER NEW PANEL 'CH' LOCATION CI UC3r+0uSr TYPE LOAD CENTER + L_ ,M 1 f M - I SEE SST. MEI.I o 100 AMP 120/240 VOLT 1 PHASE -`3 WIRE 4U,,', O AMP 120 240 VOLT 'H PHASE 3 WIRE � _- CIR BKR FDR DESCRIPTION _ LOAD _- _ CIR BKR FOR -^ LOAD -- -- --� — -- Q' " NO A. P. AWG _ _ A C NO A. P.�WG DLSCRIPTIOId �3Ro►1ND - _ ,_ _ _ A C PER N.E.C. TERMINAL -- a 1 20 1 12 BUILDING LIGHTS -_ -�- _- -- '- -_ -` SECTION. 20 1 12 LIGHTS I a 5 ..__� -_--— __ 4_ _ p Ix 7 _ - -__ __._ _ - __ - _ TO TRANSFORMER (2) 4" C. u/ _ (,.� I-+ 1 SPARE _- 9 _,.__ _ _-_600 SFE SNE. MELI �_ __- NYLON PULLCORD- W 44 EO., J _ RISER TYPICAL FOR_SER_✓ICES. ` z 5 y PQ SPARE -- 1 1 SPARE ---- - _ bQ(2. A1. B+, CI I �i2, 1 w- 15 P1 RI, 81 UI J2' K, L' Ml, N1, pii '17 600A RISE11 DIAGRA r2 - - - M �-� z 2 1 9 FUTURE POOL E=QUIPMENT Z� N. S. roCO" 1.0 240v I 34' Ac 21 3 27 29 �'� - __ - 2� 29 SPACE ---- - _ _ V 1 O IZI N -~-r 39 39 - _ _ _ - -��ER✓+cE sfZE• TD jN OR HOUSE PANELS ' 20 2 E GH -- __ ELECTRICAL 10 SIT LIGHTS, T _ `�-_ 41 ; -_._._ - -- - UNI METER/MAIN _ - --- _- - 20 12 EXIT EMERGENCY LIGHTS .� '-�- � � PANEL 4 - --. -- -- __ 4 EXTERIOR LIGHTS __ HOUSE I©©a SIZE F'ER N.E.C. -_.____._ - 0 2 1 SITE LIGHTS _ _ - - LIGHTS/ RECEPTACLES POOL BLDG^ - y 1A, 1B 100G AND RISER 8 - _ �� 1 O RECEPTACLES - - - - 2A 2B, 2C- �moA DIAGRAMS 10 SPACE 12 -- - 1 2000 _ _ 12 c 4 14 _-"' Q _ • .ALL SERVICES 1201240V 10 3W i _ " s - - .__ _ u I J 4000 BUS �I 7_17i_ T r �1VlOIly: 8 _ 1 --- 4 _.. - i1RE ALARM CONTROL PANEL 4 -_-- 2 10 WATER 'HEATER - _-`- _ __� � I - I --- - _ �,�� -771 24 - _ _ r"'RO/PICE r-!E'ER 5"SE 28 �-.�- - 6 50 2 6 rURNACE - 0 - I �. �K F'.-R OWER COr"'P..NY __46_Q0 - I `� I M -� RE-%j rE'"tENT$ -- SPACEi BREAKER 5'ZE =+S _ -- - - ------- I REGu'REG B"t 5ER�'GE -.- I I M - S ZE C«� ART. COORDIN.+TE _ __- -_ PRO✓ICE wp 320H I A.I.C. ur POWER CO. date: 05/9/m - - _ "IE TE R 8.. 5E PER40 - - 4Q_ - - _ - ---A FOLUER COI'IFAN� PROVIDE .ADDITIONAL jI I ( scale: N.T.S _ ^+) PROVIDE ADDITIONAL _ _ _ _ __ r"tETERi MAINS AS I � ♦ I RE::QUIREI"iENTS -- - ,\\ METER/ MAINS A$ drawn: JNC MAIN BKR 1000 2P _- TOTAL VA - MAIN BKR 300A 2f�--- - TOTAL VA 18,4fi2 18,025 REQUIRED. _ REQUIRED TOTAL KVA 10.0 TOTAL AMPS TOTAL KVA 36.5 � 0 LAMPS 5 - - M 2,,' G --- PANEL SEE SST ME11 I _-_ � _ � SEE SPT. "^E+•I - 1 TA 1 4 150 3. 3B0(tcmli CU - ( 1 I M� ---- job no: 9663 �' ✓� BOTTOM CJ SURFACE* ® S.fJEUT ® FSEDER SEE RISER DIAGRAM 1 BOTTOM ❑ SURFACE ❑ S.NEUT FEEDER SEE RISER DIACRAM TOP' ❑ FLUSH ❑ I.G.BUSS ❑ AIC SYM. 10.000 >> TOP FLUSH to,0oo , T - � — — — __ � .� —_ � _ � (� I.G.BUSS ❑ AIC SY�I. 0 7'RANoRMER - -� -- o * F-ILR PROOF CONSTRUCT] SEE 5"T. ME1.I ^_ GROUND Cu I"'ER N E.C. --- - - -4004 TE1RJ"tiNAL - - 9ECTION. 3" C. W/ NYLON o PRO`✓+DE 5ER,vic f_ TO TR.aNSFORMER ll) .. PULL CORD GROUND F'ER N E }_- _ 3 C. W/ 5EE SST ME�.I ENYLON-PULLCORD--- - R15ER TYPICAL FOR 3ERvICES, o NI, L2, M2, !32 PANEL HP PANEL CH 4 CLUBHCIf) USE RISER DIAGRAM 3 400 A RISER DIAGRAM _ T� pIG,uL FOR E3uILDINr S B, D. G, I�, K, �!. R, S Z ^{T a :C� �O�,aE✓. I�, .3w T cru©� z�, a.o�✓ I�, 3w � h�3-RCd Z N S 603-RDS 2 ,v6 rn MST96-0214 to 96-0231 0 13456 SW Hawks Beard `9 104 of 106 Y � .._.-t.,-,.,,_. -. IF THIS DH'SCUMENT IS LESS TT Ilf 711 III III III III I�I��IIIIIII lil ij_I 'III SII 11T r1r III Ilt 1I1 Will I 111 111 III Ijl IIIIIII I I Ijl III III III Ill TSI 1j1 1 1 1�r 1�1 111II�1 III III +IIIllillll III III I I' � �~ ' LEGIBLE THAN THIS NOTATION, _`_ - 1_ - 10 11 �� IT IS DUE TO THE QUALITY OF ` T -- - - - � THE ORIGINAL DOCUMENT. _- ---_--.. __-- -- _. -- _ _ Nose - fitjaus�Tslo E 1I8Z 8�Z Lti SHG ��Z 16? SI1G 6 tL OZ 8t 8�t Lt 9�t 4i I bt S�i I HGt tt t 8 11111 L 9 9 ti S- t,�,�>wO II( IIII�IIIIII, ,Ilfllll IIII� IIIIIII IIIIIII I IIIII I III III IIIIIIIIIIIIIIIIIII IIIIINII EORGE T. ROBISO C n A P A N A M EJ R C R. .16Jt PORT OREGON 20 1- .� CITY OF TIGARDTIGARD,S . W.W. 135TH ANDS . W.. HAWKS BEARD R AD �roved ................. Conditiona'y Approved . ......................... For only fie work described in: PERMIT NC. n-rte, -U ^ 144 _o-A-31 �-_ PROJECTTEAM .gee e er o: o ow. ............ ..................... •Attach INDEX OF DRAWINGS PROJECT DATA � � if P Date: GROJECT DATA OWNER Y' = ' ­RO,A CT TYPE. M jL I • AMq Y HOWEN REAL ESTATE GROUP AO TITLE SHEET LON114G R 25 2260 U.S. BANCORP TOWER BUIL DING COTES UNIFORM BUILDING CODE, 1991 EDITION ARCHITECTS 111 SW FIFTH AVE., PORTLAND, OREGON 97204 ARCHITECTURAL STA _J09 3 STRUCTURAL SPECIALTY CODE BUILDING H: 33'-0" HEIGHT INCORPORATED (50.31 274--8400 Al 1 SITE PLAN �.r\ __-- -- OCC TPN Y LI NG UNITS RI LIVING AREA = 10,194 SF UNIT TYPE 1A - 2 UNITS UNIT TYPE 2A - 2 UNITS ARCHITECT 'i\ Al 2 SITE DETAILS GARAGES M1 GARAGES = 3,700 SF UNIT TYPE 18 - 2 UNITS UNIT TYPE 28 - 2 UNITS ---- - ---- - - -- - S ' DETAILS CLUBHOUSE: A3 __ UNIT TYPE 3A - 2 UNITS Al 4'\"' ADD�A ` ON ,I,?, TION TYPE LI SING i f - 0 L,. UR 1, TOTAL SQ. FT.= 13,894 SF __ TOTAL UNI TS 10 UNITS i RAR AR( HITECiS INCORPORATED 3A IOW FIRST AVENUE, SUITE 206 1BU! DI PLANS BUILDINGS A/C/F/P/T \ GARAGE` - ONE HOUR PORTLAND, OREGON 97209 A2 2 BUILDING PLANS BUILDINGS A/C/F/P/T AND d/E/ ' (503) 225-: 095 A2.3 BUILDING PLANS - BUILDINGS B/E/FI CLUBHOU'�E: v NON RATED BUILDING J: 33'-0" HEIGHT _ _ 34 N.W. FIRST AVENUE PROJECT MANAGER 1 SCOTT REITER A2.4 BUILDING PLANS BUILDINGS D/N/Q/RAgbk . ���� --L.�C -- U`/!NG ARFA = 7,080 SF UNIT TYPE to - 1 UNIT UNIT TYPE 2A 2 UNITS Portland, Oregon 17209 A; 5 BUILDING PLANS - BUILDINGS D/N/7/R AND G/,,/S MINIMUM RI QUIRED. 1,480 SF UNI' (R--25 DISTRIC x 150 UNITS = 222,000 SF GARAGES = 1,845 5F UNIT TYPE 1B - 1 UNIT UNIT TYPE 2B - 2 UNITS (503) 225-9095 CIVIL ENGINEERING A2,6 BU11-DNC PLANS BUILDINGS G/J/5 (: 89 ACRES) UNIT TYPE 2C - 1 UNIT _--- --- ------------ - -- A2 7 BUILDING PLANS - BUILDING K S IE AREA NROVIDEU. 341,801 ;F -__ - PAV1D EVANS ASSOCIATES, INC. A2 8 BUILDING PLANS BUILDINGS K AND L SITE COVERAGE:: TOTAL SQ, FT.= 8,925 SF TOTAL UNITS 7 UNITS 2828 SW. CORBETT A2.9 BUILDING PLANS BUILDING L PORTLAND, OR 97201 A2 10 BUILDING PLANS - AUILDING M MINIMUM I_At4DSCAPING REQUIRED: 20% BUILDING K: 33'- 0" HEIGHT (503) 223-6663 43 1 ROOF PLANS - BUILDINGS A/C/F/P/T AND B/E/H AREA PROVIDED. IMPERVIOUS SURFACE AREA 225,913 S/ i - 2 (66�) LIVING AREA = 10,736 SF UNIT TYPE 1A - 4 UNITS UNIT TYPE 2C - 4 UNITS PROJECT ENGINEER BRUCE MAGNUSON A3.2 ROOF PLANS - BUILDINGS D/N/Q/R AND G/J/S LANDSCAPING 111,89a SF (.34%) GARAGES = 2,356 SF UNIT TYPE 18 - 4 UNITS 43.3 ROOF P1 ANS - BUILDI"'JS K AND L STRUCTURAL ENGINEERING A3 4 ROOF PLANS - BUILDINGS M AND CLUBHOUSE ----- ---------- ------ - `-'-u"-`--�-- ----- -- -` TOTAL SO. FT.- 13,0y? SF TOTAL UNITS - 12 UNITS CONLEE ENGINEERS, INC. A41 1ST F I n17R UNIT TYPES - 1A AND 2A 1308 SW BERTHA BOULEVARD A4,2 2ND FLOOR UNIT TYPES - IB, 2C/3A AND 2A, 2B SHARED OUTDOOR RECREATION AREA: { PORTLAND, OR 97219 A4.3 3141) FLOOR UNIT TYPES - 2C AND 3A - - BUILDING L: HEIGHT V j v G S A4 4 CLUBHOUSE FLOOR PLAN MINIMUM RE uulfO U 200 SF/UNIT x 135 (1 & 2 13R UNITS) = 21,000 SF - `-- -"- (�03) 244-0..79 LIVING AREA = 10,194 SF UNIT TYPE to - 2 UNITS UNIT TYPE 2A 2 UNITS T R 5 IT x 3 UN1BUNITS) = 4,500 SF _ GARAGES = 2,434 SF UNIT TYPE 1B - 2 UNITS UNIT TYPE 28 2 UNITS A4.5 STAIR PIANS AND SECTIONS _300 SF/UNIT _ __ _ PROJECT ENGINEER � DOUG GANNETT TOTAL REO'D: ____ �� _ 31,500 SF" _ UNIT TYNE 3a - 2 UNITS_ A5.1 BUILDING SECTIONS TOTAL. SQ. FT _ 17.b78 SF- 10 UNITS TOTAL UNITS - MECHANICAL ENGINEERING _ A5 2 bull DWG SECTIONS ��- A5.3 BUILDING SECTIONS MIN AREA REQ'MENT BALCONY AREA AT UNITS 12,402 SF SYSTEM DESIGN CONSULTANTS A5.4 BUIL-DING SECTIONS SATISFIED CLUBHOUSE: ',/56 SF 33 NW FIRST AVE., SUITE 2 POOL AND SPA DECK: 2,077 SF BUILDING M: 33'-0" HEIGHT - PORTLAND, OR 97209 A6.1 WALL SECTIONS WEST OPEN AREA (APPROX 100'x75'): 7,500 SF LIVING AREA = 5,798 SF UNIT TYPE 1A - 2 UNITS UNIT TYPE 3A - 2 UNITS (50.3) 248-0227 Ab.2. WALL SECTIONS EAST OPEN AREA (APPROX. 90'AgO'): 8,100 SF GARAGES = 2,444 SF UNIT TYPE 1B - 2 UNITS PROJECT ENGINEER : CLIFF HOOD At).3 WALL SECTIONS TOTAL: 31,835 SIF Ad 4 WAIL SECTIONS UNIT SQ. FT - 8,242 SF - TOTAL UNITS' - 6 UNITS LANDSCAPE ARCHITECT UNIT TYPE AND PARKING SUMMARY A7.1 EXTERIOR ELEVATIONS - BUILDING P UNIT SO. FT./ SPACES/ NUMBER TOTAL ANDERSON ASSOCIATES A7.2 EXTERIOR ELEVATIONS - BUILDINGS A/T TYPE UNIT UNIT OF SPACES BUILDING N: 33"-0" HEIGHT 22181 NW PHILLIPS ROAD A7.3 EXTERIOR ELEVATIONS - BUILDINGS C/F REQUIRED UNITS REQUIRED LIVING AREA- ^,052 5F UNIT TYPE 1A - 3 UNITS UNIT TYPE 2C 3 UNITS HI'_LSBORO, OREGON 97124 A7.4 EXTERIOR ELEVATIONS - BUILDING B - , = GARAGES = 3,033 SF UNIT T`/PE 18 - 3 UNITS (503) 647-7400 A7.5 EXTERIOR "rLEVAT10NS - BUILDINGS E/H ( 1 BEDROOM - TYPE 1,� P09 SF 1.5 34 51 PROJECT MANAGER : DAVID ANDERSON A7.6 EXTERIOR ELEVATIONS - BUILDINGS D/N/Q/R -- - - -- ---- A7.7 EXTERIOR tLFVATIU•IS •-- BUILDINGS C AND J/S T BEDROOM - TYPE 18 745 SF 1.5 34 51 TOTAL SQ. FT.= 11,085 SF TOTAL- UNITS - 9 UNITS A7.8 EXTERIOR ELEVATIONS - BUILDING K 2 BEDROOM - TYPE' 2A 1,155 SF 2.0 24 48 A7.9 EXTERIOR ELEVATIONS - BUIL DI'JG L 2 BEDROOM - TYPE 2B 1,043 SF 2.0 24 48 BUILDINr, P_: 33'- 0' HEIGHT GENERAL NOTES x7.10 EXTERIOR ELEVATIONS - BUILDING M AND CLUBHOUSE 2 BEDROOM - TYPE 2C 1,130 SF 2,0 19 38 � LIVING AREA = 7,295 SF UNIT TYPE lA - 1 UNIT UNIT TYPE 2A - 2 UNIT., A8.1 INTERIOR ELEVATIONS 3 BEDROt?M - TYPE 3A 1,285 SF 2,0 15 - 30 GARAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNITS 04 A8.2 INTERIOR ELEVATIONS - UNIT TYPE 3A - 1 UNIT PARKING SUBTOTAL 266 --- --- ---- -- - -•- - d+ G 1. ALL WORK SHALL BE IN CONFORMANCE WITH UNIFORM BUILDING CODE, STATE A9.1 SCHEDULES ADDITIONAL 15% GUEST PARKING 40 TOTAL SQ. FT.= 9,140 SF TOTAL UNITS 7 UNITS OF OREGON 1993 STRUCTURAL SPECIALTY CODE, AND ALL OTHER GOVERNING ToIALS _ - - `-� - 150 3os ' A101 DETAILS BUILDING 0 '- CODES, LAWS, RULE'J AND REGULATI ,NS. A10.2 DETAILS I 330" HEIGHT_'- 2 THE GENERAL CONTRACTOR IS RE=SPONSIBLE FOR THE COORDINATION OF ALL A10.3 DETAILS PARKING PROVIDED: 48 STANDARD SPACES 151 GARAGES t_IVINI;' AREA = 8,052 SF UNIT 'TYPE 1A - 3 UNITS - UNIT TYPE 2C - 3 UNITS-! � Q Q �► ARCHITECTURAL. STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, Al 0.4 D`TA11 S - -- 24 COMPACT SPACES 116 TANDEM SPACES GARAGES .3,033 SF UNIT T';PE 18 3 UNITS ry � � a INCLUDING AI.!_ SITEWORK. 8 HANDICAP SPACES _ �+"1 a 3. GEOTECHNICAL EVALUATIONS HAVE BEEN COMPLETED FOR THE SITE AND A STRUCTURAL TOTAL 347 = 2.31 SPACES / UNIT TOTAL SQ. F•T.= 11,085 SF - TOTAL UNITS - 9 UNITS w O COPY OF THE REPORT IS AVAILABLE FROM THE ARCHITECTS OFFICE. S1.1 BUILDINGS A/P/T - FND & ROOF FRAMING PLANS 4, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE MFCHANICAL, S1.2 BUILDING B - FND & ROOF FRAMING PLANS BUILDING R: 33'-0" HEIGHT ---- ELECTRICAL, DOMESTIC WATER, SANITARY SEWER AND STORM DRAIN SYSTEM S1.3 BUILDINGS D/N/Q/R - I-ND & ROOF FRAMING PLANS BUILDINGS SUMMARY LIVING AREA 8,052 SF UNIT TYPE `1A - 3 UNITS UNIT TYPE 2C - 3 UN!1S AND CONFORM WITH ALL GOVERNING CODES, JURISDICTIONAL REQUIREMENTS, S1.4 BUILDINGS G/J/5 FND & ROOF FRAMING PLANS I GARAGES = 3,033 SF UNIT TYPE CB - 3 UNITS � !� U LIVI S1.5 BUILDING K - FND & ROOF FRAMING PLANS BJILDING A: 33'-0" HEIGHT UTILITY COMPANY REQUIREMENTS AND THE DESIGN SHOWN IN THE DOCUMENTS. S1.6 BUILDING L - FND & I700F FRAMING PLANS - LIVING AREA = 7,295 SF -UNIT TYPE 1A - 1 UNIT UN;T TYPE 2A - 2 UNITS TOTAL SQ. FT.= 11,085 SF TOTAL U�!ITS - 9 UNITS S1,7 BUILDING M -- FND & ROOF FRAMING PLANS ,ARAGES = 1,845 SF UNIT TYPE 1B - 1 IINIT UNIT TYPE 2B - 2 UNITS �y 5. THE CONTRACTOR IS ENCOURAGED TO STUDY THE CONTRACT DOCUMENTS S1.8 r-)ILDINGS C & F - IST FIR FRAMING/ FND & ROOF FRAMING PLANS UNIT TYPE 3A - 1 UNIT ._. IN DETAIL AND TO REPORT ANY DISCREPANCIES OR CONFLICTS TO THE S1.9 BUILDINGS E & H FNO & ROOF FRAMING PLANS - - - ---- -- - - --- F II � ARCHITECT IMM,DIATELY FOR RESOLUTION, TOTAL SQ. FT,= 9,140 SF TOTAL UNITS -- 7 UNITS BUILDING S:- 33'--0" HEIGHT - -^ to S2-'t TYPICAL FLOOR FRr,MING )LANS LIV'NG AREA = 7,080 SF UNIT TYPE 1A 1 UNIT UNIT TYPE 2A 2 UNITS �� m � � 6. IF A CONFLICT OR INCONSISTENCY EXISTS BETWEEN THE DRAWINGS OR GARAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNITS T^ Q .a c F S2.2 TYPIC {- FLOOR FRAMING PLANS BUILDINGS: 33'-0" HEIGHT v .i '� C ff N �+ SPECIFICAT,ONS OR WITHIN EITHER, THE BETTER QUALITY OR GR._AT-R _.__e_ _--_ __ __-_-._�_ __A-___ _ _ _ UNIT TYPE 2C - 1 UNIT QUANTITY OF WORK SHALL BE PROVIDED, S4,1 FOUNDATTOr: DETAILS LIVING AREA 10,194 SF UNIT TYPE 1A -- 2 UNITS UNIT TYPE 2A - 2 UNITS TOTAL SQ. FT.= 8,925 SF� - TOTAL UNITS - 7 UNITS S4.2 FLOOR FRAMING DETAILS G4RA,;ES = 3,700 SF UNIT TYPE 1B - 2 UNITS UNIT TYPE 2B - 2 UNITS 54.3 ROOF FRAMING DETAILS _ UNIT TYPE 3A - 2 UNITS S4.4 ROOF FRAMING DETAILS TOTAL SC0 . Fl.= 13,894 SF ^' - TOTAL UNITS - IO UNITS BUILDING T: 33'-0' HEIGHT VICINITYMAP � 54.5 CRAWLSPACE FRAMING DETAILS LIVING AREA =� 7,295 SF UNIT TYPE to - 1 UNIT ' UNIT TYPE 2A 2 UNITS TITLE ' HEIGHT GARAGES = 1,845 SF UNIT TYPE 18 - 1 UNIT UNIT TYPE 2B - 2 UNITS S BUILDING C: 33'--0" H E1 T MECHANICAL / ELECTRICALUNIT TYPE ,,A - 1 UNIT LIVING AREA 7,295 SF UNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITS TOTAL SQ. FT.= 9,140 SF TOTAL UNITS - 7 UNITS ME1.1 MECHANICAL/ ELECTRICAL 5iTF PLAN GARAGES = 1,845 SF UNIT TYPE 18 - 1 UNIT UNIT TYPE 2B - 2 UNITS UNIT TYPE 3A - 1 UNIT 1 ME2.1 1ST FLOOR UNIT TYPES - 1A AND 2A MECHANICAI / ELECTRICAL --- --- - - - ---- --- --- -- -- -- -- r' IOTA[- SO FT - 9,140 SF TOTAL UNITS _ 7 UNITS �� �'✓__ ME2.2 2ND FLOOR UNI-i TYPES - 18, 2C/3A AND 2A, 2B MECH/ LLEC - ` -� ------ i aRY 0�`l ME2.3 3RC FLOOR UNIT TYPES - 2C AND 3A MECHANICAL./ FLECTRICAL " TOTAL SO. FT,- 1,890 S.F ME2.4 CLUBHOUSE MECH / ELEC PLAN BUILDING D: _ 33'-0 HEIGHT -_ - L= revisions: C JHFTfjI }+11 _ LIVING AREA - 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPE 2C - 3 UvTS GRAND TOTALS ME1.6 ELECTRICAL PANEL AIND RISER DIAGRAMS GARAGFS 3,033 SF UNIT TYPE 16 -- 3 UNITS TOTAL SQ. FT. FOR TOTAL I ' OH ZI 96 - - -� T- PLIJMBI RISER DIAGRAMS - -` -- `, '� _._ -__ 19 BUILDINGS = 193,083 SF NUMBER OF UNITS = 150 2 i 3 sem, CI INE TOTAL SQ. FT . 11,085 SF TOTAL UNITS -- 9 UNI f; 09/30/96 HAWS BEARD RD. - �� C1 E`,,STING COND'TIONS PLAN BUILDING E: -33'-0" HEIGHT _ - - - _-�' -05/28/97i_ I a (,. GRADING PLAN LIVING AREA = 10,194 SF UNIT TYPE 1A - 2 UNITS UNIT TYPE 2A 2 UNITS _ D ! ,� I C3.1 STORM SEWER PLAN GARAGES = 2,4J^ SF UrJir TYPE tf3 7. UNITS UNIT TYPE 2B - 2 UNITS _ date: 05/9/96 zl WI C3.2 STORM SEWER PROFILES _ _ _ _ UNIT TYNE 3A - 2 UNITS_ -- < tl I C41 SANITARY SFAER PLAN TOTAL SQ. FT.= 12,628 SF TOTAL UNITS - TO UNITS scale: AS NOTED _ REVISIONS --_ � �� 1;4,2 SANITARY SEWER PROFILES C5.1 ER051OF' CONTROL PLAN BUILDING F: 33'--0" HEIGHT drawn: CRH V) WETLAND C5.2 EROSION CONTROL DETAILS 1 LIVING AREA = 7,295 SF - UNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITS , - �� C6 NOTES & DETAILS GARAGES = 1,845 SF OMIT TYPE 1B - 1 UNIT UNIT TYPE 2B - 2 UNITS 08/21/96 - PLAN REVIEW CORRECTIONS h 05/28/97 - PLAN FEVIEW CORRECTIONS job -ito: 9603 J _ UNIT TYPE 3A - 1 UNIT A_ C7 DETAILS TOTAL S0. FT.= 9,140 SF - TOTAL UNITS - 7 UNITS n i'2� 09/30/96 PLAN REVIF W CORRECTIONS c� SUMMER LAKE / - . LANDSCAPE BUILDING G: 33'- 0" HEIGH T iv � p PARK 11.1 LANDSCAPE Pl_A 1 -� -J -� f 03/7/97 - PLAN REVIEW CORRECTIONS LIVING AREA - 7,080 SF UNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITS m _ 1.1.7 LANDSCAPE PLAN GARAGFS - 1,845 SF UNIT TYPE 18 - 1 UNIT UNIT TYPE 28 - 2 UNITS _/ UNIT TYPE 2C - 1 UNIT 4 05/6/97 - PLAN REVIEW CORRECTIONS A _ Z4 ORJyE ��� IOTA_ SQ. 11.- 8,925 SF TOTAL UNITS - 7 UNITS BRITTANY I A V m UD 0 * 0 rn m i 514f,-11214 10 9b-0231 s � 13456 SA Hawks beard 105 (If 106 Yi c IF THIS DOCUMRNT IS LFSS 11E 11f 111 III III III III I I III III III I I III III I�T T,T 111 IIT 111 I 1 11) 111 111 III III III III III III III III 111 T11 111 1 1 11T 1111111 1 T III III 111111) III {11 III 1 I 1 I 1 IccI I I 114 I I IT] 1 i LFGTBLF THAN THTS NOTATION, �__ I._...-_� !___� _�______�____ � ��-� _"lam- I -y! � IT IS DUE, TO T}IF QUALITY OF af THF ORIGINAL t)OCUMFNT, - ---.-- ---- ---- ---.- --- -_. . - ____ ,- -- ..zr-_ - - - 8� 1 810 L 9 E 1til 16L S L L 6 Or 80T AT 111-1 9 i 141v1IG� It I t l 8 I (8 �L 9T IISIIIIIIIIIl Illi ILII IIIi IIIIIIIII IIII�IIII Illl�lllt Ilil IIIIIIIIIIIIIlillll�llllllll +1111111111111 ILIIlllllllllliillll111111111111I11111I1111t ILII ILII Lill 111111111111 Illi 1111 111111111 TUI Lill ILII ,il! III ILII ILII ILII ILII ILII IIII.II!U111111J11 Ill 1 7 n RQ GPRO WEE,Q , �1 rrL , � T � • FFOF?0 ►� r (` '' !'a'I ���/- Iia' � I 'a EXPIRES 6/30/97 1.2•' � b02 1 2 I r �\� • r /a �.2• 'tea. P I is 7• � �• 1/, 2 U 41T TYPE 28 \ 3, . L 1/, 4 I'IV \,4�II \�2 1y1I .�I,1 • ��I 1 J a 4, I '" �\• 2 I I' a I, • vr�r�''4'/\ .I \\' 1�,.i� ,�2 ,, I, , �� a h\iG/l�'�,, , I'1•. �' I,r.73 2' • UNI1 TYPE 34 s` I 1• IV I \/I \\,,\ \��' '-•I ./ ), UNIT TYPE 2C 2G ['/ L • ? 4, • —ARCHITECTS INCORPORATED 'a IRAR 2 / ` L2 � v '/'2 2 UNIT TYPE IB 2 UNIT TYPE 15 4 2. 011 2 2 a 2 2 \/\ /a 34 N.R. FIRST AVENUE 1, //'/ r_ 26 ,2• 03 Por(503) 225-9095 and. Oregon 209 1 2 L �,'•/\/�\ 1 '� '2 ) 3 I' I L 1/2' \ I, I• ! . '\�I L I/2, /\ J 11 1 )�4' \ I,?•/ /, �r , iLJ. /4 I/ , / / •' ' o � II o � II 1/2 UNIT TYPE 24 2. 2 � /) J 2, �J J Y � L E-mol UNIT TYPE IA1/a' UNIT TYPE IA UNIT' TYPES 2A AND 2B UNrT TYPES 1A, 1B AND 3A UNIT TYPES 1A, 1B AND 2C � LOCATED IN BUILDINGS A/B/C/E/F/GM/J/L/P/S/T LOCATED IN 5UILDING5 A/B/C'E/F/►.I/L/M/P/T LCCATED IN BUILDINGS D/G/J/K/N/Q/R/S Emm4 I CO2'VTR 2'VTR GENERAL NOTE SHEET NOTES 2,r cli o v � � 11/2' 2' .��'2• PROVIDE A PRESSURE REDUCING VALVE ON 1� ROUTE WATER OVER TO WHERE WATER SERVICE ENTERS eoUILDINCs. � .I -1 \ I 2' \ WATER SERVICE TO EACH BUILDING. VALVE PROVIDE BUILDING SHUTOFF VALVE AT I2'AFF, AND DRAIN DOWN 2 1!'s' � TO DROP PREf3URE FROt,; APPROXIMATELY VALVE AT 18'AFF. ON RISER OF BURIED WATER SERVICE. SEE 2' UNIT TYPE 3A Y _11,2' UNIT TYPE 3A WP51 TO 101051, LOCATE IN VALVE BOX WITH CIVIL DRAWING FOR CONTINUATION. t00 I 1 i T I BACKFLOW PREVETJTER. COORDINATE WITH � L 2 �- I CIVIL ENGINEER ON LOCATION AND SIZE O ROUTE ALL PIPIWa LOCATED IN EXTERIOR. WALLS ON TI'4E WARM w 1 I ., I ` ''2 -� I` 2 OF VALVE 150X. SIDE OF INSULATION. �+ o ®TI 2-VTR 2' : ` I1,4. I I < �i 1 ® 2'VTR 0 �I 3' 2, 1 ,1 �� 12, WK 1 I L 2 2' r2• �3 PROVIDE 1/2' VALVED HOT WATER BRArdGH WITH vAGUI,J� BREAKER FOIA Q, PzI 3' I DISHWA.,HER PROV.DE HOT WATER PIPING TO AND FROM DISF•V11AS.4ER AND KITCHEN SINK O 2. 2' (,. 12' 11,2' ( 12' Q tx F PROVIDE COMPLETE CONNECTIONS FOR DISHWASHER INCLUDINCa WASTE I � Z 1,,4.1 I S1 1!,'1 PIPING 4 FITTINGS TO AND FROM DISHWASHER PROVIDE APPROVED AIR G4 a,. 3, +2. Q I L 3• /`.1r,2, � L I 3' GAP FITTING FOR DISHWASHER DRAIN, INSTALL AT KITCHEN SINK � � � Q �\ . 2 y�R I 1i 2. 1i.'2, 1 _ 1/2. _ 1 2 � INSTALL CLE�,NOUTS WHERE READILY AC<'ESSIBLE AND AS PER BEC.TICNB � w E• � 2' I I li, ' 101 AND 119 OF THE SO5PC, COORL„NATE ALL CLEANOUT LOCATIONS WITH � 2 2"r �I�• I'; ' 2'-� �l, r I1,4• II",. 12• 2�: \j �4' I 4 12 EQUIPMENT, CADINETS, ETC. AND THE ARCHITECT PRIOR TO INSTALLATION. W a 1. I'2 i N, LCATE DISHWASHER TO ACC,_'t_1MO L ll I!2' ( I tJOt.KsNION I�IT1rRgOR UNI D A D WINDOW ONE EF:I R UNITS. PASS- x ►�. �.. 3' I,�z. 8J 2'VTR 13 I 1''2' 11; , I 3' 1 �- 1112' �.\1',4' 2, T I 1,�2, .I >T r- I ! 2•\ 1 2, T T I. I � 2 1 a ROUTE W.ASTEIS TOGETHER AND COPINECT TO WASTE 5TLI50UT AT 1 1 2• 3. I 3' APPROXIATELY 5' F".OM BUILDING LINE, SEE CI✓IL L.RAWINCs \ 2` I ' ,' I L / 111 I L , FOR LOCATION. AFTER MAIN BUILDING WASTE E.Xfrf' BUILDING Q; a '� ►D !�' r �y l 2 1;" 1 w J �I''2 3 2' I a I J �I/a , �' I \ 1 I 1 PROVIDE AN EXTERIOR CLEANOUT. WHERE EXIT.N�i WASTE 15 �► w 3' L y \I'/2' 8 11/2'V1 R UNIT TYPE 25 UNIT TYPE 25 PROVIDE A TRANSITION TO 4' AT CLEANOUT, m •.+ 1`� I �, 8 I i 2,VTR � L 1 (�I�,2.�R 1 ' \ �=1 v L U) � O 4� Cv •r UNIT TYPE 25 11 2'✓ J 3 / > II''�• 8 11�2'VTR .i -'pw I 2'1 O ®11,2,VTR1'1 7 U8 ROUTE ALL VENT PIPING TO SLOPE BACK T�; DRAIN AND PER SOI�SC O 1 O I I SECTION 905. ROUTE VENTS S THROUGH ROOF PER SOPSC 906. 2' $ I 3' I11 2' ,� I 3' I I''a' TERMINATE VENTS A MIN. OF 10 FEET FROM OR :s FEET ABOVE ANY I� I I, ' I,, . `�' I I L ( OPENABLE WINDOW, DOOR, VENT SHAFT OR AIR. INTAKE. 3' 1 ��v�r / 3' I lII,2 C ISL �l 0 L 1 \� I, • 0I, . 9U ROUTE ALL VENT PIPINC�I TO SLOPE BACK TO DRAIN AND PER SOPSC PLUMBING RFU I I I p� �O . 2 3, 11 1 I I a 3' 11'a� I I 1� 12 SECTION 905. ROUTE VENTS THROU6i4 ROOF PER SOPSC Wdo. RISER 2'- ( ` I 1 4 / Iii,' ? i 2' I ® 112' 2' I $O TERMINATE VENTS'A MIN. OF 10 FEET FROM OR 3 FEET ABOVE ANY 1 I <1 <1 �- I DIAGRAMS 2' ZT I',2' 11/a' g 1, 1 ®_ O 3' r 2' '''a'1LEGEND 3� � 1, I 3 2� �. �1 .,I''4' 1 2' 2 � � \ ,4• 1 2' .....� 3' 3 3' @T 1 14 1 2 1 2' 3 I`, 1 I � �` � L � �� ! GW GOLD WATER 2• 12' /3 I 3' I 2� , ^• 1 I 2. 3' 2 L I revisions: L, I 3' �c�l� NIiJ HOT WATER - --- 3 ( I 3� >_ i - - - - I 3 I 4' V VENT _. ---- - -------__----- 1� W WASTE L 0\ UNIT TYPE 2A 3' I UNIT TYPE 2A 3' I L O UNIT T'f PE �'A 2. �, l \O \ 1 --- -------------___._ _ 140 4' �1 �0 4' � ren -T - SHUTOFF VAL VF 2' VTR VENT THROUGH ROOF 4• O 2 date: 5/28/97 - UNIT TYPES 2A AND 2B UNIT TYPES 1A 4' O � � 1 C 4' �'/ 51 BATHTUB -------------------- - , 1B AND 3A UNIT TYPES A, BAND 2 scale NO $C,,U LOCATED IN BUILDINGS A/B/C/E/F/G/W/J/L/P/S/T LOCATED IN BUILDINGS A/B/C/E/F/H/L/M/P/T LOCATED IN BUILDINGS DIG/J/K/N/Q/R/S S CLOTHES WASHER -: DISHWASHER JAB drawn: JAA---_—_..----- L L LAVATORY job no: 9803 / 9-14-503 $ SINK - - 1 LVAYER CLOSET lyH WATER HEATER GO CLEANOUT ME MS 196-11214 to 96-U)31 13456 SW Hawks Beard 106 of lOG IF THIS DOCUMF,NT IS LFSS TTIlllillllllll 1111111 IIIIIIIIIIIIIII 1111 1IIIIII111 IrTrT11 111111 lull 1 T1111�1 i�r�1�1 1111111 II 1.1-.I 1111111 1111111 111T�1 11�t' 1 T�T11�T 111 1�1 I�Ill�l I� II111 IIIiI�I Ili .) 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