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HomeMy WebLinkAboutVillage at Fanno Creek Park VILLAGE AT EANNO CROOK ? AK =x, ..,_ PROJECT TEAM DRAWING INDEX BUILDING CODE INFORMATION BUILDING MIX °/4,,,y UNIT TYPES • OCCUPANCY GROUPS:R-I FOR APARTMENT BUILDINGS.A-3 FOR c'L-1 OUAVER/DEVELOPER SITE DEVELOPMENT DRAWINGS RECREATION BUILDING ANDM DING FOR GARAGES_ BUIL TYPES A 8 D C E F'.NUMBER OF BUILDINGS -' CAAMOR DEVELOPMENT NORTHUE5T,INC. C-I SITE GRADING PLAN CONSTRUCTION TYPES: VN FOR APARTMENT BUILDINGS, -f6 UN115) 2 ] 12 `� �Q� 9695 S£.SUNNYSIDE ROAD C-2 GRADING DETAILS • RECREATION BUILDING AND GARAGES. II-(IZ LINTS/ 4 2 < S TF Or 00" SUITE P C-3 EROSION CONTROL PLAN _ CLACKAMA5,OREGON 91015 C-4 EROSION CONTROL DETAILS • 2 HOUR FIRE-RESISTIVE AREA SEPARATION WALLS REQUIRED Il.-95 UNITS) 4 < 2 4 2 25032245-19 -5 COMPOSITE UTILITY FLAN (SEE BUILDING FLOOR PLANS FOR LOCATIONS) T:CONTAC DAVID C.COPENHAVER C-b ON- SITE STORM DRAINAGE PLAN TOTAL 60 46146 601 6 3 231 3 T6 R3 C-1 SANITARY SEVER PLAN ARCHITECT C PROFILE SANITARY SEWER (Q.PUBLICHOUR FIRE-RESISTIVE CONSTRJCT'ON REQUIRED BETWEEN PUBLIC LINE> APARTMENT UNITS AND BETWEEN GARAGES AND APARTMENT UNITS. OTAK ARCHITECTS,PC. C-F ON-SITE WATER SYSTEM PLAN 17355 S.SCONES FERRY ROAD C-10 45H STREET IMPROVEMENTS(PLAN AND PROFILE) s PROJECT DESIGNED SO THAT APPLICABLE UNITS MEET HUD.FAIR F- LAKE OSI)EGO,OREGON 91035 C-II MISCELLANEOUS DETAILS HOUSING ACT AD A.REGULATIONS FOR BARRIER-FREE !U (503)635-3 C-12 MISCELLANEON DETAILS FACILITIES AND 1991 EDITION OF THE UBC,CHAPTER 31. UNIT MIX Di CONTACT: TOMON HAMANN,d IA. C- MISCELLANEOUS DETAILS (SEE UNIT FLOOR PLANS FOR LOCATIONS, N C-IA 14 CURE P T'LAN UNIT TYPES OUANTI SQUARE FTC- TOTAL SQUARE FTG CIVIL ENGINEER LANDSCAPE DRAWINGS A-zeDRrInBA. 65 04 15011 fii OTAK,INCORPORATED MAN-aASEnEND 11355 SAl.BOONES FERRY ROAD L-I SITE PLANTING PLAN B-3BDRM.((BA. ILI 46 302 56.052 LAKE OSIIEGO,OREGON 91035 L-2 S AND 12 UNIT PLANTING PLAN l'U PER) (503)955-360 L-3 15 UNIT PLANTING PLAN C-IBOR DENf2BA. AC 1,096 50416 Q CONTACT: ANDY REITER,PE. L-4 RECREATION BUILDING PLANTING PLAN (UFPER) LANDSCAPE ARCHITECT L-6 PLANTING AND IRRIGATION DETAILS D-IBDRMJBA 66 113 52504 WETLAND PLANTING FLAN IMAIN BA_SEMENT2_ OTAK,INCORPORATED L.-1 WETLAND PLANTING PLAN E-2BDRM./<BA. 6 1060 6,46D 11355 SUP.BOONES FERRY ROAD L-S WETLAND PLANTING PLAN F IMAIN-BASEMENT) LAKE OSUEGO,OREGON 91035 L-9 WETLAND PLANTING PLAN (UPPER/ 3,039 039 (0032635-3618 CONTACT: LINDA ROYER,ASL.A. ARCHITECTURAL AND STRUCTURAL DRAWINGS TOTAL z31 z456z3 STRUCTURAL ENGINEER A-© SITE REFERENCE PLAN CC Y I TIM COVERT,PE. A-I CONSTRUCTION ASSEMBLIES 312 NE.1012 AVENUE A-2 UNIT'A'FLOOR PLAN,INTERIOR ELEVATIONS AND SCHEDULES Q SUITE 200 A-3 UNIT'B'FLOOR PLAN,INTERIOR ELEVATIONS AND SCHEDULES a PORTLAND,OREGON 91209 A-4 UNIT'c'FLOOR PLAN,INTERIOR ELEVATIONS AND SCHEDULES 2503/220-0426 A-5 UNIT'D'FLOOR PLAN,INTERIOR ELEVATIONS AND SCHEDULES CONTACT: TIM COVERT,PE. A-6 UNIT'E'FLOOR PLAN,INTERIOR ELEVATIONS AND SCHEDULES LYL.I g Z ATI 'F UNIT A'FLOOR FLAN,INTERIOR ELEVATIONS AND SCHEDULES A- BUILDING TYPE I-FOUNDATION AND MAIN FLOOR FRAMING PLANS W A-N BUILDING TYPE I-ROOF FRAMING AND ROOF PLANS K O 4-10 BUILDING TYPE 1-MAIN AND UPPER FLOORPLANS C .. A-II BUILDING-TYPE I-BUILDING ELEVATIONS VICINITY MAP v O ZZ A-12 BUILDING TYPE I -FOUNDATION AND MAIN FLOOR FRAMING PLANS Q O A 13 BUILDING TYPE UPPER FLOOR AND ROOF FRAMING PLANS A I4 BUILDING-TYPE BASEMENT AND MAIN FLOOR PLANS y ll a /S _ t 1F a Z - LIE E A 15 BUILDING TYPE UPPER FLOOR PLAN AND ROOF PLAN 1 &� I g r. 'RT 3 Z F- a O in A-16 BUILDING TYPE BUILDING ELEVATIONS \ .wo W�CIF'1 1 V BUILDING TYPE 1 FOUNDATION AND MAIN FLOOR FRAMING PLANS \ . ,„.'''1 ,:, +' ?J "F 1, Z I O A I5 BUILDING TYPE 1 I UPPER FLOOR AND ROOF FRAMING PLANS e A 20 BUILDING TYPE 11-UPPER FLOOR PLAN AND ROOF PLAN �4 I �-ASEMENT AND MAIN FLOOR PLANSj Q A-1I BUILDING TYPE I 1-BUILDING ELEVATIONS �'^ rfl, $G K 6 A 22 WALL SEc IONS a uau N O _ 4 23 WALL SECTIONS :� Q ¢ V A 24 WALL SECTIONS ^� - \� p^1F U/ Z A25 BUILDING SECTIONS fr a,� u' W f (, A 26 STAIR PLANS AND SECTIONS (�,'Ij�' EH A-27 STAIR-28 DETAILS AND SECTIONS '00 DETAILS * °+m°n ,111 pAMyA,s � .a Q G 29 DETAILS c Ai 1,1 J d 3 AN SEE AND RECYCLING AREA PLANS,ELEVATIONS 'i +4'04d 32 TRASH ENCLOSURE AND GAZEBO/MAILBOX ENCLOSURE '' TRECE � � �©�I' g FLANS,CHANIC L A AND DETAILS V A 33 UNIT MECHANICAL AND ELECTRICAL PLANS Pablic ut.'/{/s t Ash 5f/two.Oe/y _� . ' • 1 a° UNITS A,B AND C _ —._. `�. tic A-34 UNIT MECHANICAL AND ELECTRICAL PLANS g�12� e� ter',m mirk,gm.dn.manacled from 9 !F�\ UNITS D,E AND F ye these plane used® w'1' `,, \ h t t p The..N and i RECREATION BUILDING DRAWINGS 3=e�em04 w l3/=a�m orsrecord .0 au e Inerin.R 1 ENLARGED SITE/GRADING AND POOL DECK PLAN<DETAILS ( 4/or y �a ,e r^ F�, 'T R 2 FOUNDATION,ROOF FRAMING AND ROOF PLANS Si.rL/ 2 i /9"/ sA '0� V (p) 2 a R-3 FLOOR PLAN +µfi R 4 BUILDING ELEVATIONS " f — R 5 BUILDING SECTIONS § G R-6 INTERIOR ELEVATIONS AND SCHEDULES �� ar `I' 3 c t C5 R l DETAILS A S BUILT yN, l IM 11 � + F Oar.No R S DETAILS AND WALL SECTIONS AS BUILT - - R-9 MECHANICAL/ELECTRICAL PLAN I 4215 Ie,0.Sm., DOTE-9- 4 mm.,N,2 —6// & — ... • . , . . .Ai 6-15-S3 15-19-8 0 — g-4.-,MATIONS•BINDOS' / I — _E0,,..„E0.7- _I ,5 71IIIIIIR":°157... I I'.7,,r1F27g°,17 PATE H/29/93 &\' . 7 I a. ',L 0 1 '------0,P--\0,1 , ' .`0" 1 TL ,,',- ,,, : ,,,, -,......" 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II 0 ..I_ —I i LI-L---'11" :2! -- — r C-,1 1 f -F, BLW#1a31 LF 1 F 1 i -- Otak—77,- LEGEN riBF-72RFIEir ITBI'.=E"AL •AO PROPOSED AREA DRAIN Zcg NEM gr,,T071,714",40FEZZ) F Fi 1=—, ......—........,,......... 1E-152 BO,. i 7.1%.. •CO PROPOSED CLEAN OUT (SEE DETAIL) •MH PROPOSED MAN HOLE (I I I I C-(5.. EB1SONG MAN HOLE R7 6 1,sre,4.2 ody I 1 C EBIERNO CARON BASIN 1E15(1-80 \_ 3'57! 6'70OSABV''''' NOTE MAIN PRIVATE ROAD SHALL HAVE AS BUILT 0.152 93 0 (2.4NKAELMA.T.TO FACIL.1,1E 0 40 80 / 1 . 4327Z DO2 1 EV:D Sun, CATE.9-”.14 ZSCEE SEORONS PRIVATE STORM DRAIN i ,-- L . . . . AA 8-15-93 /fl 1 0 Nn 1 t APR 0-15-93 1 REMSED'VSZARY"SEW Ft tll.OcRIPENT94,114,LEN 5n,le 8,161:ATF,S0E:ER * i FmRHO Mc,M,16#.01 11:3#1,D,C 0 /1 r 1 3E75 '2A14.09(?-r 9/9/1993 1/7 / 3'. i 1 / 4. 4''," " • "....7, ...... W2.,, ,_ WYE LT 1E 1'2'2N:22 2;"---' 3 , -— '-- — ' -"5'''' — 9'.un'22"ITAT:V,Zo'"'`' — — 5 REV 10/26/93 SAN 1E BLDG S 5 Et 9 STAMP. K Willif N _____--- ----- --3. ; 'r ,.1 PROre, - 4..... . „4.„ MH A( -75) 1,1.0 1.''4a-;', - -- 15 SAN EASEMENT . ' 1* L • Atli /, r # 1 4t'CP')0\ •.E ' A -4 .4' / 411P,111& Erin rr l'-' - 1 /,--ggz ,,,,, z• z ip.:41,5.....-- air- _-_,..c I 22 1/2 BEND E.135 76 * ' • IL, LID.611.5 Z SENER LINE.EAST nt, .6, r° 4P , /* ArL 7 * 0. ammi...../ 145.)°{147[5:78;7173NELIG1616 EN T ,I - '%, •-cymP4Ib --? ri 1, ,, „.,. 1 I cc r.q., •,_.., . - — ., ,.. • 7 im — z / , 1 4.z-I r 4.,,,,.. , r----------, 1 , e I--- I i , i at i, 7 : ,, a L. ''''/4/''''''''''' .44,• '---.,-- ,----/ I-- ' 2- , A — / 49.3 , rl I' ig- /..."----,. -,--. , 164 50 2.30 30 00.. 73 , 0 @ g LIDNI50 0 C.E • .67, 111: / ' D < -7CIVIA'417 I < IE N155 871 6°P. /2 on ?Eo 1, ,4 , 1,158 5 ___,___, MgrmIN0,1.1EIP7 3.r.r /731.2 I a_ .// 1,1.73 Er.".•r TDE '3..47 •44.1 v-' ,„,,,,, i ---' no----, 4ett) 0 i--- .5 / -'--441111i l'f'I''' E--155 0 BBB LED . 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C:sgl G�w^ e�sv _ r s. _ I- cc — I I Q fn a 1l1 I I OC U itb Q 1— _i o cc I z 0 a Co "f II I I I I I I maw ray.,,,,o Ira ram a.00 Hao aoo „«oo Q MISCELLANEOUS PROFILES a CULVERTS I — w z Z w o 3 N v on nccP�urex .` ,,, 1 r - U • Z m PROPOSEDw PROFILE M.DRIVEWAYeos�nPE d< w , Z `c so I ` .w Z U i e anc I,, __,::-. �= 9Y£ 0 f¢7 W z F K f) 1 Z w N ou°I wwE ' J 1 L.L w '8 M Q Pc z Mal 1.,I U Q g U :HH 0 DAM/6.1 Qtak-_ C-& AS BUILT i —D02 BY:uS..... b1TE.4u54 (o/5/ . 44 — -, `' �.- J' H� a./Ne3 ltti Esw-1"1-.,f, ns—was s)fflF —'nes—' Des gn.ed J/NDale 9= aMs(nux. O Cheeks, o. —— Ma. TYR,e 33331 eu vuTTs($�If61Yl 4 / I/ ¢ NO SCALE Offlt i / / / / / % 7. / a` cn �� uxoEncaeu6o ez. unutu:6 + I �/� IE'o /� ..v /. W Z _` to ,.. �a t -rSrC1i ".of „)/ ......ou6e 1 W rL, ' zv_N'j1 2 C1 R W /C2 A - ® _ / %.o.H. —_ ��ExoN�,�roNEMAN_� r uj v bo 1+ ,• -.� 3+00 �,/ i 0\ , "POP �Mr �.r — Q CC E%.G6� SEX.xx, �\ �.•N enurg f` Ai itN a- € -, , IW / / �.� °ry.3—�sr MT \� ,. roonrucrrr x„rr ®. 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Y ,4 FLANIkrTh ".. .s.�'7 so[waCn awv,Rom cuRB (Y II._r_. �� °asap` �" p.': Q ' /// \SECTION a s 0 0- �� J / W O Z o \v. � n \\ .A o �.<oaW rma: raa..,.9. s ,. .<e e.a .— w O °I�O ,fi z Cr' `° ` \� x STANDARD HYDRANTs CONCRETE SIDEWALK U �.�.. "u� FRAME AREA AP Smxee �, --au DEDUL NO�o °""°m"°'"T n'a'.o°m`.na+°wrvrTD°` IX IX r z DRAIN,TYPE II \�� ICI a,Q.„o. s trshs'� —u.-� 1c os a Z V Il�aew NODE w w • O STANDARD CLEAW OUT ."" BOXv VALVE AND VALVE �L L J z ~ o i D rvo.ioT ^�, a, .moo.,, s a / D Q ti > ¢ \Ha IL w �y a /' CrorrTVm Q _._... 1, r �,.E�. . wE==D.,Ea N.AE prat° I - FLAN of �`\pm.e0 ox eoi*�F�F owEcx. .. x Eaou�v[crcu > I ,.�I � ,. J '"""`"' .. JJ/ INTERNAL STREET/SECTION&CURB SAMPLING sr ,ak c T r� E OF A TIG D AItD BEDDING GRATE AREA AS BUILT PIPE eeoD o L � eac<Riu '''''' °' °"•YDRAIN,TYPE II. y/110� GATE VALVE AND VALVE Box DETAIL _ _neat No. i3am s:"°.� ncr DETAIL rvo.ios N Br.O.s�".,.� w,rE-, 22 Nr�j JIJs F.olecf a. - - �, h Des BB, BETE :=m saw.�.�o / ssoaeo froso / �:- a.,...,0. o.. s�s a..aREE .� v MEE BEE 0 �. LOWER PONo UPPER POND - ' - ^. -- '"" ....ow. ..,a w gnaw,- In ..iEF:=3 1 "Ili WATT =RwC J h `.w ,.... ..an�e ..,.a...... CUTAWAY VIEW ... i ;-1 , ..."'" \T..,E: Q SUBGRADE DRAINAGE DETAIL NAN w w ^ XPE "MANHOLE^....`Y..ss n. " ^ ..a.< �- Z MANHOLE STEP Ufl'.-,-.-- FRAME WATERTIGHT COVER „p.a...., f���, STANDARD MANHOLE VJra ,� Z p _ 0 - W Zp' p IIIIIWWII - Q ,- j rn 1 IIIIIIIIIIIII =w=ttli a..=- L w M °' IIIIIIIIIIIII — '=', I'c 4 O ,...ms..."I; .T�,.� .0 4—A P ALTIC OxcRETE—' •� < N . J .... ........ - o I I.u c-POR ND CEMENT aNYCAEIE-1, 0 1 amy,aura re net ,I jr 6 Jw I�m _ ,,.��yy,,������ __I SUBURBAN AND ®. u... 7"mp""^"" 1.2 STANDARD MANHOLE ^ TRAPPED CATCH BHNB x'rs 'TST FRAME&COVER lJ,fA®— I oA AS G. Sn 3,BBE, DATE's-b 4N P,o eei Na. /¢ g - — 4 ;a -. -.: LINER.NOTES E�Excsrµonre _•-. 1 T- I b...,„ „..R. R r<lorv+ oar. u.<..o,.==._<,rvo.'.°w°a.ee •+°^E:::-==pee" 'Puns'X' uEaxuno's ns nwuuEP ma •��r _EOnON a ,.w.x..i...i .+a SE VRTonrvv THE CONTRACTOR WHENNA OF E0SENG TUALCOOGIONS UTILITIES SHALL - FROMTOESHOWN'TRncrPRS,THE nnuucorvortroxs DOPIER - - z. r'x'95.e'=:5...44'X. 23.-M-''''' FROM TwEESPOwrvo'mC PLANS,iNE(:(G HRH CONMRTORSHALL NOTIFY .. .•� __ _ , _ _" a mnsraurvrnoNnauu'DREEER PRIOR TO CEEDNa7-EILT c' rno Oww.mE PRIVATE ROAD j ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERML.HU WILL RE .. Hma PUCE°IN 9 INCH LAVE.AND COMPARED TO 95 PERCENT RIEATIvE sE ROCR. 'i T..n,::,559.,,... LEY3.0 PAF REPORTSLANDSCAPED AREAS WILL BE COMPACTED TO SO PERCENT,-1-151E ". ',:xx:a5',::,:=:=f=1:t ne.R.tn,'.:=7,55tSIN CONTRACTOR WILL PROMDE DENSITY TESTING,ONE FOR EVERY 10,0051 SQUARE VET OF AREA ANO 2 FEET OF FILL PLACED COMPACTION FROM AREPUTnR,E TEm u nc uR WILLENGINEER I.. —.,n.�..-, rv...aE�n rv...,,.m.a.,,a.:�..,, �ti AT EB 1 °,,an a '= s. ALL CONCRETE TO NAVE s coo Ps COMPRESSIVE STRENGTH S.w 4 B BE ON B-B tee [ me ne.._GETTN x.'°ur<.w= s n ENty srunoNtO In:E s.s Vis?"BE AS snow'ON UNIFIED SEWER r" 5555.50. .. °x 'vru me,umxm un�,uo,w rum. E✓v.z c.v "'rr �rw,."...' °i.,..w,=,=" G Enc TTEITI EWRPE SHALL RE�.STA,c,D CUES 3 WITH BELL AND �Wp uaxr rcaury ATE BB°u°c°Ann'w'H PVC GASKETEG '�''�� SADDLE Uf�® ..n,.b,n,..u.�.,,,,.:a., _ ,ice,I SZ.:"s..a—1 rv�..a .Axe w zw`I �..r.w.- ATAMITO bM OUTSIDE MEET GG .OFm, CO ® wu.x.DENETO'PRAeSHALL BE SELECT NAME mATERIAL MINNA t tit. M I PRIOR TO ACCEPTANCE,ALL PUBLIC SANITARY S.ER SLUG BE MB TESTED AND VIDEO TAPED NHS fORMAG IN ACCORDANCE WITH THE CI,of .9,X5 '''';5 155E SR5:E.foi.. TIGARD REQUIREMENTS FOR SURREY°.PVC PIPE SHALL ALSO BE TESTED ''' ,‘IN' i vnw, PLAN .ra " TO TnE crTT.mE DwEEO"141t4.7,, NT"'"'"BE Pre".oE' PUN NEW .. - .m c noraworvocrvronR vEm1,^mFwnswa,za nouon wO Y 1 -�f` �`m�' " Q v WEExe'PMn tifSPX2 _ Z ,9 RE�rEwEO nrvDnePRouEo x. Ecx.. n"'.` REDO REO,TD RE SECTION a-" =."., slpe'�•� W 0 3 THE SANITARYs reec sicuciuusT:o ,rnxxxN P.,�..N. 9 .. BUILDING SEWER (� O Z N m ,THE TIME OF INGIAL erT s EG APPROACHES SHALL BE oerzEReED STANDARD CORNER Z '" TOnurzRonm WHEELCAIR RAMP - uJ d Q Z O TRAFFIC CONTROL AND PEDESTRIAN CONTROL S5MLL BE PROVIDED FOR, 31 wROrvn,BEFORE STARTING,u ALL TIMES.A TRAFF°courzoL RAN SHALL BE SUSLIITLE0 TO THE CITY NGnw ASH OR N CITY� GARD .0 ,. ..W�...w --`.a+ I 0 0 W z E D- n•.E'OE wows -. _ z O G zx iry AU TRErvcnEs wrrnrry Pusu<wcxr-0E-wnr. FExNonn warerc - z IW Q - El ELEVATION „� < ONE NECATFS IAB HOURS NOTICE REQUIRED PRIOR TO E%CAVATIONI !"`...:o Z i—J C.ALL SYSTEM IG.ERN.11.P1-10,NORTHWEST __I PORTano<EIER.am-r,,G.S'PRx„ su xw<E,T x,x 3,x 3,. T.,�T�zOx eawwo .i a a REP.RER,EROExO ER Fry ,,..r..,, J r ,_ W nO x�.TxaTOR.t O.s �x.,,.E.T..N,R w._M GENERAL TELEPHONE e,x.z, ...::: � � = o C ..... nc.xo wnTEx MST., Rsxsourvo unurres.Wusr cornPty ENO VIEW .,.......m...v,�..........„.na. .z u.�A.-m w..s w,.ssm.m<a CO n�...,.,.�CI•_4pW,,,,, wrtR mE Reeutanoxs aF c.R.s.TEz.EaT ro zsz.sz,. �awSlm-1GTOx GONrtY q� x I � m `-'u u� ^"'E`"OPUOO° INSERTA-TEE Uf(.�® Q snaeEN ,/r.I s�n1 Za �Ixr ro2 gag 002 — /4 pie _ r` r 4. 4,