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7410 SW BEVELAND ROAD-3 1 Cert FrawIJ ew Ms A AW airAft _. 1JsvJdl�-o,� �• Y, � �f, '1 Y '2 fS � _ •�• q � lr�•L� � t. � � `• I• ''` , I r j � ' �y�r • �� , - ). ,1w � � 017 / Y � � / I v / i. �..i/ I.r 14 to 100V rx KIP L v r0'0' . . Ali Ar I IPA 69 Ti. Air Vj awe r4 00it 1 n 4 AV ILI '�owp ave �M. X30,4 x1 1 �: �` __x_ . _._. A 7, 1q7,6- PK6 CIO4°3 �� T� •-moi r ; s s }, ' 4 1' ' ?� lht•I F•1,OW � �.� � � 7�� 1+ a •�'�� 17 700 rV 770., it it•t`Y '.;Atln'RFt+:`.a.`MrrieYflf.SRi: +;;''ijF .,'�S,",:, .. . '`''F"n.ycarw,.--.. - 1d A foil LB �x�a mo�arx ,I�Mr. rrso.►s�•w�►�f,r,r���r*wo,►w*ww,►a+�M*w*w,►'Y►�►+ws�ww##�►################k#######t######### ���•� flow calculation asinq the Manning Rquation for flows in / ^ � � �/j�• ��1�. 0%0WtVM&M%deUW WVUy taw moi" [4sstiom for flown ,in partially full pipes �3 G / � . /y/ � ��x • �� ��� t• �, I�rovrrrf�•rI•►�•I�►►�•,►`e►a+r�►�►�►aA+r�ww1►f�wwww##N#+►we#As#######A#w#####*################A Q — ` 4Y {J = Data: oo Diameter of pipes: 6 ins. fro' of ViDwir S iOWr Depth of flow is: 100 percent of diameter. . , - cent of diameter.. Manni"q in' .009 ® l1 6f flays i0 i� r� slope .02 ft per ft or .24 i.ne per. foot Of>Mllili'rMg "0 01 = p ,A tt ptr ft ar .74 ins per foot ov /1 yRESULTS_ _ofCOMPUTATIONS: � � 3 rL d' The calculated flows are s x.. 147903 o bei or 515. 1eee per second 'moi 91~ are s .3"35 e.f.s. or 174.7403 g•p•m. The velocity developed in calculated to bei 5.845412 feet per second � low o ! Is glcAlatsd to t.•c� 4.460885 feet per second , A###A##I ####«R######4«#««############A######«A«YI##A###*#######################A# ' Q �' N +NM�M �M/rv►I�►I1�1/ttl�/IAI�i1►II►A!/*A4�#########*####N#####A##f########*##AA##### I rv- , • 'Y � A,A�,Jay �'Y � ,y of AA- 1 016 1 nig sw mvewnd Rd. � - 7410 SINI B"wid Rd. 4 of 14 ,y n SIT1999.00064 IJ D'� M , V S jr.t JAS B Of 14 2 10 12 14 �; 16 + Lo C1 Am �� .:! m�hnslltNQI�IudAfi�IUlhi�I�Ih�i�Inlli�imbIlilll �I�ulitfi�Inlh��uuhllill�lln,yli7fi�iulhlli ��Iilmli� 1 ;• � � yn„rp.,•wr..a1e..« � w - •-. ..••..+.dewa.sw••...l+e..•a....@•--. ao+....ew...snr�..r..r..ra�..+rv.. .TS,«f.. u,.rirY.Y6►� ' • �MYYY^ k �. .,. -.,..r..wv. ..c.. _ _r_......� ...r.n-.s...wwr-�.. M•�,-a ,.�•... { sR'.tYW1�d,Y+°w` .. a«....r.-.., •-r`v.. .. r, .• •.�rs»u As 1•.. • r 1 Sr ST -��.� —�+.�.� ' —�-�•-�.�"-�-� _.....`miry--�.-�. GeNERAL NOTES "a 6ToRM L INLa ...... j CLOW ¢' C4:)N ECT To EXIST, --- ____-� •• JOHN IULi0� OWIE MtiFO E OF; CIJlm NEW HALF 6TREPT � • � x �Q U OOCAura DESs"TION 8 8EE 'C' SET IMP4eoy NT - C 1 4 GO 4VAICT" TYPE v N �- 1 BULDWG AREAS: 2.746 SF aye r _ � - _ - � SITELOW IM sna,crull�AL DATA : -----�_ � -- --- Ot�lll��.. Deign Lie, Loads: _ L oCA h + Roof (snow load) ............................................................ 25 PSF ar Flo. ................................................................................ 50 PSF _ ►3�' Partition Anuwance ......................................................... ACTUAL MIT —"-___ �j� "�: Or � Wind ............................... ................................................. s0 NPH, srpa ft" 6 - r � 5olorrkZone ....................................................................... ... 3 Soil Bearing Pressure ......................................... 1540 PSF 443 NW ST HELENS RD �... Soo Bearing Pressure, Is assumed. _ I 13� t w • ft 97056 W ba 6 DE Dlptrt POET (*03)0543-3123 oilskin 1: GENDIX M work designated on these drawings and specifications (notsoe) is to be psrfo+'lowd N4 odrfitsset00 rttlets�snr its em tips PIANO, z � N 84 .6'00" 12 .GG g�botions and as a minimum requirement the specified Building Code- r , _ G M construction. methods and materials shall be In accordance with the 1filld > altos /irl� f�/y r 1~1 _ - Ms minimum requiremsmts. All sections of 1997 UCBC ls also aP 0 0 alt thoroughly familiarize himself with all existing sits and conobu/eeion teesi' 61110 ju - - _ 1fn t7wnw win retain sen►ia:w or special inspectors covering the rollowinq Oivietone: ,--r VICINITY M P Division 2. %IX WORK:?On site testing of compaction densities ���� I r �►' 415 � r' (T�-p.�r�� G'i , Ofvieion 3. CONCRETE:?Quolity assurance for concrete strength �r SGfa.E� NTb R. Er 1213 200 piAron Z : >l ME 'IC' !E1 Ilk - -_ 1/4' W.4RP11F.1G BTRIF'. CC7RIC, -- - Excovatlon* and back fill: ♦o we e>Rew0 as e►�M 602-0 M footings to rest on firm original undisturbed soil at minimum depths r+dicated• Report E�issur w'y' - i� �E •oar A�OVEp _� � DR�op•'I f1�1� CLItfNY itiCkiding evidence cit soil fin. r elhsrle w�/euiclllt As •� f"x T?'WIDE mawdain maximum sic',o0e of 2 horizontal to 1 vertical from edge of footings %L r c /` A A A _ MMIKCINGis LOT DATA: walls or back fill until concrete has attained its 41011 " seroma (fr e). � l_ '�� , Shwa retaining delay 3 CL - Adhere to all state and toderal regulations pertaining to excavation safety �R0 1 x00, - \ Bock fall at over excavated locations with clean granular material compacted to 11►s of esiMrwelrw llwseiyr 'w r 2' - 3/`� C PAVIPIG, ? LIFTg Ai�Ea: 4,�i� SF t'EXIST:1535 SF) r \ 610 - I I/?'_ •B VEL� CdURBE _ Pavement Structures: - - / PARKING SPACE' Clap 'C' As halt. 4 A CSR - ? irinish Course p < _ 5 STANDAQZD 18.5X113) - L�►� 1 1 2" - T. r 52 fr G / 41d50'1�'/ �,/�� S COMPACT ('�.JX16.5) t! Bass Course , _ Cooped base and leveling c our"s to 90>X of maximum density in 3' lifts ma6mian. �' /oi� / A, 1 ADA VAN 113.5x2?.5) Deposit asphalt with minimum hand raking. in a' Ilft maximum. g / �V pread and finish with a paving machine. do not use a towed spreo6sr beaec. / 0 d� ^� it TOTAL SPACES r F � IPR�oA oral►� compact for 951 minimum density. insuring that the finished suafoas is ewe, pore'we 0*0 000414 rfid/SW er e6Mrrr dsfereflt, �iZ { �� 'YGL Strom and sewer drainage: �T j 'l Comply with current Uniform Plumbing Code minimum requirements in od&i*n to strata end tlmxg ra y f* aM � r ls r0000r, so - Okftm 3 , 001+541ETEbe "0" by fl m ",wedw, ..� r .fir I '— I v � � Cb llafCe arrangen►ons for an owner provided concrete test for any structural peer, araty �' Q _ -�---..-- -- I-- - _- -- - Minimum cement mmtent for all close of concrete to be 5.5 sa-ks per cubic yard Of roMt rarasto- Mirtimum concrete compressive strength: 3000 psi in 28 days. and Comply with A.C.I. co.fei and standards for all prop rtioninq, pbcir+q - poo 405 or !. f li w i �� I ` 1!'JLE Curing compound: Use Hunt Process (Sika Corp.) Sonreborn equal. Apply �+�M �' { Rercforcing:? A.S.T.M, A815. grade 60. Lap splice: 45 diameten.. _ 1 � � I � 1 , i 1 A �,� vow �� ZA W-141 d wire fabric: A.ti.T.M. A185. wire: A.S.T.M. A 62. Lop splice: raised+ sl I Fka Z' i � I ► I I i I I �, � � I , , � � � I Ab r�OIRZO • Ades: provide embedded A.S.T.M. A307 anchor bolts. zip strip b pe slab 9111111 -9101R 01160. aces/ sllsnr eve* rrrvfw der kWkViPl/ M required. Verify sxtr;i.or wan and slab finish textures prior to concrete plaanssnt or tha" 3sny- VTW Romset Red head Truboit Wedge Anchors ICBO Report #1372 or weelot J Ir a I 11 l I 1 1 1 R Concrete Archon: / � i 3' CLAt58 'c' AJC I1°AviNG $ r i ' , ! ' ' a INSTALL IN TWO LIFTS Oki" 6 : wools COWIRUCT11ON $ . N � a ' p •► ANAs Zb?b � siilO� 1r,�� � � ...� frond S4S Douglas fir--larch. grades ad Indicated. Minimum grade: DOU0os Fff-iLSOAlr "`C*"C�q 's►' ff rt ' X101. wouff I Z' LEYELR�Ks COI.IigSE LW* rade as indicatd. ��v� �`` I h .• t. ,a.rr.. r 4 3/4'•O' o Piyrood: 0!1 panels with A.P.A. grads stamp. g W Plwfabricated members: Submit engineering design data and shop 4 wings stroerged by .en 0ve�9sis IEre�ie� WI /fir 1M Aerll(�erBisrlt• r N r I ���� � LU I � b' DASE coated=_ � C11 Campiy wit" U.B.C. roof or floor, dead and fare bad requirements aM bottom chord &Do'&" deo r l � Nim AppITION - J w Floning Connectors: 'Simpson Strong-til or os approved equal by the Engineer. 220 SP - , i/?'-®• N An membe %rs in contact with concrete or masonry or within tr of grade shag be proev" /r wine, 11110141004r �( _ - - OP - C� with U.B.C. Chapter 25 minimum requirements, framing connector aIle erslis+efenL - - - _ - - - - COl"IPAICTED 8UD-GRADE oMdm 7 : EAWR/MrcAT11M PROOFM aG LOT 28 Z Apay waterproofing indicated, or as recommended for the specific subsbaAe. 41000 Min! V Mss f /MAIM/ �a�ti�r � R 1-i _ &;A_ al feraatrotion perimeters with elastomeric silicone or polysrelride eso1ar�I Color to fweb 611000" t�llr tiNf� f✓M►- { I � EXIbT 11IC -- \ r O 1 -tad 1.5b. felt vapor barrier over all exterior plyw000 sheathing. { AKK �A MOTION Misulation: [ ' in" Mtogrd vapor barrier at inside surface. L J _ s3GAL.1Er 1'•1'-O' "C� Roofing: U.B.C. ordinary roof covering. 7f Provide UL class C. ry req r _ Roof accessories: Provide vent. curbs, flashing, or other as i..dieated or required by the U.B.C. or sank r I r� r"`• � I 1 X r !� aIli�Or1 A : D00RS AND WWOWS OL wo Pot r' Doors: r KNO : Exit doors shall be openable from the Inside without the use of a key or any eperfret Mrssarls/gr �Mrelrrrs { Ex1t +�Qns shall be instcrned at required exit doorways and where otherariee nccseealry to eAN�ro11 - Exib Wall be illuminated at any time tho building to occupied with 1*4 hawferg OR i+19 A of I04 MM OW 1 11010611, J 0 Windows unitlt: AN frivnMq and glass panels shall be designed for min 80 myh exp. B wind dorsal, p ,JRPGt Provide fur .pared glass at locations required or Indicated. PIE�L'D I WALL MTD AREA LIGHT r r �O►�-- Ey,19TINC� ' J X pie a 5 year extended warranty against Beal failure of insulating . • r O Submit sI ap draainge of all window units. including frame sections, dniorM, hen/swtr aM/ irMii * /MluteMrt�tw r u r o r-- '+ 61" L1tsNTMG Finish hardware: r f I Comply with UBC ADA Accessibility requirement -' Provide hardware from the following manufacturers: {alLy l wrence Brom., Mckinney r --- x PENCE LINESClosers Butt hinges L-C.N., Rixon Schloge 'D', Corbin, Yat* r f - - 1 �e�, b { { � $T---.— OT014!'1 SEWER LINES Ldtchoets Schlage. Corbin, Yale r Exit devices von DuprM. Corbin { I --� 0 Thresholds Pemko. Rees -- _- r r a Bi-fold Grant, Stanley, Builders Hardware lSGAL!'s 1'.ID' O O ISLOG � � Stops Glynn Johnson, Corbin - I CHECKED DRAliirl tri _ _—_-� x"�""`x _ MW@bn f : FN 3X 41F JAL. py Gypsum drywall: 3'-Zf' S 86'37'09"E X _ D provide drywall products and accessories from the same monlJockaw. 120.09 y D'A acturw's" irrebueeKisrrae �' _ t�i/31/9'! Install per U.S.G. drywall manual unless it conflicts with moral prfrrted Rsstlient flooring: `1 D JOE Provide 12'x1role" vinyl tile meeting fed. ..pec. SS-T-312 type N. Layout pattern to minimize the dimensions less than 9'. orcein/ �� osNr. t`CaP�rJ W Provide 4' high rubber base meeting fed. Spec. SS-w-40, type L Use stiWO bees swr�rM. flegoee . «Nine uu REVISION Provide waterproof stabilized type adhesives and cements oe 19000110 101 by YW wainl�elelww �� •' -- � � «7�1 long Carpeting: um G 'a� fically recommended foren P :3 a a GWMT Provide adhesive specithitnded substrate try the corpse w -1 ooedmisr, provide carpet transition rips at change of flan- covering material. and o0w elcc>ris dor • Mlrer�rli/ ork%10010001, its3 PofrrtMq and stnininq: 4W OW 00610 mi, PLAN �� �p� Palet or stain all exposed or semi-conceded non-pretinlshed surfaces. Irrdradeo 011lMen /0 • gPOCIl1L11E8 ( kn' IL �711llfpMllE CA�lCAOf t'AsrPAM1r ` ��•.too `;SCALIFs logics- Ace. Q��,�. ee>; ,.... se, e .t' ��• P��� � / ' ToRst and bath acc,�seories: ' ,N„s ;�" " $ p provide eeqquuipment that meets ADA accenibNity requirements of the 9t13drM QW0 Ste`, Q Provide mirrors with a S year extended warranty against 'eMwtr deterfweMa+. -7 P. grab bars In locations Indicated. minimum one set per sex. obP��',�' ' / � , OF 4 7410 SW Ileveland Rd. SIT1169M f64 1N 14 ._ti�r"r ,.: •s...-`��{•`x"'nq' .-.., - .•.an i•....., -.-.- • -..�.y '-''rr •`7h»�. ., .. ...,. .. , ...b .. .. ...-.. .. .,- � �" q;' . 10 12 n. w• r. r ,, il�ll Illllfl 1111111 1111111 IIIIIIIIilllill 1111!11 1111111 1111111 1111111 1111111 1111111 1111111 1111111 illllll 1111111 1111111 11 a� �� i iINI IIIIIII IIIIIII illllll Ili til fill I 1 Illll IIIIIII IIIIIII 1111111 III _ . . .—AM Adi red tntitltlllnd tnfOtif111nf11T111ttid lilEe 11 x 1 1 (1,1111 11�i�ttlRlr7t11temifftltttthfillAt ilittIJolUldffl • � 9 _ ., � ., ' ! MMAYMb,Yt,.y..;�•.w.••,-•• _,t• �1 • _ .- , - -... w.w.nwH+,.+we+.esmxriM•+r•..aw e'YMeA4.�`20.K¢•r+Ase,..--yt,;,..-.aN•Je7�lfr..r..,•vire]�D7•-..M... ,..w.rru..,a «a•an+rr:!b eAWlr1Mt - I . r ter• �� +M.•w �. ., .rr nMM »•a!I I�MHMa0101 yMV •I�rM�..•«rvrthwsMnaY..�MM�r++�. - • ;;«x.......w.111�M,.wwrw+...•...... _ .,....- ...._..........-_...� _. ...-.-.,..»,...--•...t.-.,�,-_.....o--v.�a,.,•.. -,. »•.m �..:- •...�...y.,..,..., ....--. .. ,p,.r.-..•_-•.._m�.« .•s•,,,a,c. .. -. - .. •.,.c_.-_+a..••.r..--....�.:.,.,.... �+...+t..•�. +b,-- - - ._. .w:. • - �s•.dYl - WiMM. r n!s O � w• a `An`. ger'-s �+Itr' ! Z ___� -- - -- C �llil..t�Ilrll� ,�►RE�S: MECYd D Y-e 3-W 10'-s v*- AEVIRM ??m SFLOW _ / I 1'-4' 9'-I ve• mN TOTAL AIIEII 2,146 SF OA.7N0 MIATCN ADOITIGN U EXIST - -' - - - - - .' � II � �►► I ( I C / -! ......... . ...... ... . ...- p . ....... ....... .._ .......-..,;_.......... I i2 F443 HW ST HELENS RD _ 'f �' r.• _ - i O O PORTLAND, OR 117056 1 I ip jl I (503) 543-3123 — dMGE dim _ I r_/ I I p L- --- - - - - _" J — � Ile, t CA = - 02 1 L J f / I -; v BIZ► R. � 12'-0' 40-00 + r ?'x30' ATTIC ACA 4 66 is; »»...... 00-O W _ 14'-i 11/16' 1 r r 'S 1 ✓//' `; ., _... ' C�lR I AK i I J I J .J ...... :::........ /--_-8'-(x_1048 -- --- � eAMP pON a r1 ®• E1 20314CAwicr I I , top w-d3 314, Ilk fa A10 st i HM I I I I I I i I • 4 — �;, �ate+. � PLOOR PLAN WON = Ilwstr-0 0 DOORS ScHrocuLms INVOW SCHROULN o cxvm MUM ' "Loge DAM ..AW 1 a IMI OFFIof --FRIERW Fm" TARM66 CE CARPET 01-OKIN AIC 0 A�NWIr" SW ^Or vcrL at" TYPE r 3/0 x 6/8 x 1 3/4 A I MET FMT SMID COME W> PNT DC, LK 1 NOIR.&Arm &V x 90 v"m DS Ob'MS RECEPTION N CARPET BLOWN AC PAW S"R VWYL Z 3/0 x 6/0 x 13/4 D 8C rw WD PWT PL i vwm DS OD'M j�'� ro" CoVO''ET ALJOlM AC 1PA*4r VV4YIL x 1 3/4 A SC rw uip PNT KP, FL 3 JON,z ps f�b•Mb rwc>Jt� II�AITNdC: CARPET BLOWN AC IP'�I SIS '1�tT'I;. 4 2/6 x 6/0 x 1 3/4 0 SC FONT EX16T WD F T PL 4 ,gyp &V x 34 v"m 06 oa•1Na o+�.�,++s�r $ 2/4 x i/0 ------- - i HC PNT ME-USE EXIlfTMG EXIST W� PNT f'L - - G.."LVREN CARPET l�I .I.XA til ACIf' "n 54M '1 W4YIL 0j '1� Aw xc*l iwt'ts Ge O.S'tNb C,��,a��IloR -- -- —- - - -- UTIL/STO R CAA?PET 99-OWW AC A'AQNdt1f SIHR vw4ry,,LPAN (p 2/6 x 6/6 HC FW ME-USE EXISTWj EXIST UND PMT b '!7lEp A0V xc 00 vwm ps Ob'MS ') 3/0 x 6/0 NC FNT ME-USE EXISTING - EXIST WD !°MT --- -_-- - - ----`-- 0441 1 '114'I'S CARPOM16A� ET BLAC 1PiMW 66ft v 1rL 1 I�odw AV x34 WOOD FWW*' CAPE WAY MW=1K �� $ PR Oro x 4/0 x r C MY PMT Wp PMT lopCONFEW)WE CARPET 01- I AC PASO 64R '�IINy L. --- d- /- • � CI1L•g, V4d'•I'-m' Q O Ft T 1'' '' vtt>� 1' I ® � TILE BLOW AC PAW STIR x�. COVE - 1w ---- MW FRAP'7tE UAMLLb � D J.Ilct.. DATE PEEP --�� 006T, U4LL6 TO REMAIN u � � �• HOLE 001MOWN VSMAAGA � � • � eaRt . p A1G0wircAL wk4LL TREATMENT: _ (AFFMIr TC? EXWWa FlNle+4) VJO UAW t3 �RR+R�t+l�fCs O>�lF� ow GPM •�5.; ,at TYPE 'A' TYPE 'B' TSP '� • ..�M CAcLK FlOOK wWll 4 CE IL Wx JOINTS of 4 410 Nndri011d •fT1lN�0014 �' •d 14 I I �tlr�il��lll�lll lllillf 1��1111111If1� IIIII� �Ullll�ilo.e,�� lli or�r��r �rr0lrr �olrl r • ' . " �. ��Ir"� 1 U rr r ,,.w MAIM �MMN�MN NNNN�I!p NIIliIlNlil� IIIirNh��Rfifii ifffili fifflll fliiffl i ! I ,� tin 4. 'A MEMO aI� -- -- ------ ---------- - -- --- �arrd+.• IIR._•rR,y�ylw.,. .• ..el./ •.yrw. P •t w w. „•. M.fMw+.Nri/}.kc•fY ••I••.lyf'• . . AII•t.:' ,",At-.M/f'!r:'1'1 . 1: ' J .,. • • 4Si 0.+.wn'dl n•.• r . .rslrrt-• ... w.r+fl . -..rte - AYI ,lYh pb•w•-ei•-f•e 5�a_v.�+r•MiR k1r1� ' • '� .. N!Ay wy,,.. r , ...—^+.++4R*VP+,.rrrJsi!/rO _r_ _.+.•l.wM•^+.4PJ'/ . u.x a.. .•.•.,y�y 1W •'•�1GhMIMM^..c- Mwriw.. .. r �, uemr. w,�Nr,. .w+YMwIMMeUllr As'+�r.,.,•- •..y^•�M.^+. _r -. 't.,h .. , �4 t�l ,. t A• EXl6TING ID" LAP 6101NIG P.>MTED IDARK BROWEx13TIN+w �► ExtbTN�Irs 1m' LAP 610Ws NEW ADDITION dW*4 L" PANTED DAW BROW 12 NEW !Y' LAP 600C& -- NEW COMP061TION qmx" RAMTED � 5 I/2l-) -�'} I ROOFING NEW COMVFOMTION MATGN EX16TING MATGH EXibTINC, ADD NEW 0/32" PLYUC) AT INT. LOW -._ • 12"OG. WELD - NILOCK ALL PANEL E?GEb LIG -•_oil - --- 61•IEAI�t PANEL EP1�2 ANCNWV 5/8 x3b EMBED � rx EP?XY TIE6 EA. END OF WALL --- (TYP ON LONG 5/8 '• "TRUbOL•T' x 2b WaW • 2 OA;- 610E WALL6� (TOTAL -i %=T) / WALL) ONLY):ci 2448 NW ST HELENS RD PORTLAND, OR 87056 TRA6W/ NEW -- 6IMPSON PWC>2 (503) 543-3123 E}cI6T, ftYw op NEW PLYWOOD 610WG RECYCLE EXIT 1-5/8" EPDXY TIE 3.5" EMBED. PAOM>7 LIf11• GIt,4Y PATTElW TO 11ATCN EXISTING ENCL061 D« TYP IDOIPLAGEU9ATN 8 WALL a ` /VERT.GI80iOVE lT 1-Ila Dy TYPIC44L. .'.'N'6ON LTT205 2-5/6"0 x 2 1/2" EMBEDMENT 6063 9 Tl1%JBOLT ANC44 BIKE RACK TPUBOLT AN C440M BOL-T6 10-16d NAIL6 PER 6EEAR PANEL EAST SLAV1011*11TION NORTH SLAVATION TMP 4 PLACES �E� SCALE= 11sn•Ir-rD' 6CALE= 1/6#106-001N R. \o, EkP= 1;/31/2 CaLIeNr NEW ADDITION! nc Ltj rT= y A11-11 O ONE f IECE SR V6 NEW VINYL 6L W04>OW6 Q__._ CONT. TO ROOF �. 6R"iP'SON PHD2 } -ooNEW EXIT DOOR l-5/8" EPDXY TIE 3.5" EM13E0. 2 �_ NEW PLY OOP &P#Cs 1m-6061/4"xa" WD 6CREWS PREFAE3'D ROOF TIN1J66E6 • 24"r'+t. 4 OB6ERVE SPECIAL LOAD CAV. 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L THWA OCCIDENTALIS 'RHEINGOLD' Dwarf Golden Arborvitae M ESCALLONIA 'NEWPORT DWARF' N LAVANDULA ANGUSTIFOLIA 'HIDC0TE' Lavamckw . P SARA RI.ISCIFOLIA Fragrent Sarcococca HYDRANGEA VILLOSA -- Lacecap Hydrangea \e � R CI8TU8 HYBRIQUB Rock Roes S THUJA OCCIDENTALIS 'EMERALD QUEEN' Enwraid (Ammm Arborvitae T PRUNUS_, ... - LAUROCERASVS 'OTTO LUYKEN' Otto Lugk Laurel U AZALEA MOLLIS Deciduous Azalea I ' f v AZALEA 'HIND Cp M3c"'!d' Pink Azalea -' W SPIRAEA JAPOI+IICA 'SHIROBANA' Japanese Spiraea X C 4AENOMELES 70YONI814IKI' Quince " Y 'BAPPHo' 4 AW. Z CI-IAMAECYPARIS PISIFERA '&W-sOLD' &mGolc1 False Cypress '1 K+ AA► VIIVGA MINOR Periwlrkle 1W - -- NOW .. G.. II3''• fIR � J, I TY NOTES: I - I. ALL PLANT MATERIALS SHALL BE fN8T.4L,LED ACGORDMG TO 1alE8T 09lISTRY i 1 + r SIZE " UNIT STANDARDS. (GAL, C■CAL.,ETC 3 GAL., INCH, ETC Z. PLANT MATERIALS SHALL BE OF HIGH W2ADE, AND SMALL MEET TwE 811E - , STANDARD ANSI Z-60, I-1996. 3. LANDSCAPINCs SHALL ESE POTAL.LED Wff'4 T14E OF TtfLE W COY C� Tre'MD- V)06Tll"ICs J 4. LANDSCAPE IRRKsAT10N SHALL BE DES*NW AND NSTALLED 01' ' 5. REMOVE LOWER pRAPIGEB TO d'-O" OILY AFTER TREE 1#Ab I11EAt:HM 81/TAa.E MA11+tl11'r' QUANTITY CODE TO ALLOW LIMB IQE110NA . WITHOUT DAI'1ACE TO TREE. JAL. s sroa LANDeCAPS PLAN »o.ogx ,,,fele 4X SCALE- 1"•10'-0" 1e �f�I11�A� AV— - d g 10 12 14 ' w 4. r` 111111 1111111I1lIIIII lllllll 1111111 1111111 II � 11111 I I 111111 111111! I �, ''°' I I � lllllll IIIII L ! - - ..,,� it II 1111111 111111) 11!1111 IIIIIIIIIilllll 1111111 1111111 II li II I I III lllllll lllllll 1111111 IIIIII, 1011 II ! t I I 1 1 I I I I I I I I I I I I i I I II I ll : ,;. r hnil+ mb n� lmrh ilnidiTidmf> I n lu iy�h�ilouli nnh�TliQh�luiolt lHills'I�ilyuih �iu�l iluiib lnol�i�i in '• !S ,% . , ...r.-r .+•..w ..,...ry.,. ,v.. 'R'ai171 • .+wYaK'.'.0 afr 'w::.- "!'.R lr•r7A0MnA`p•r.Mt1^"r..--..wwlrM1..PYM �MI� ^. n.ao^i f+rA1 .A.......n.r ..*a.....w..... ...-.. . ,.....a:Awa.s.-••+.r... IF•w+wnwr.... R, ....r ..y!i.._.s.., w .v...w5••+.,-+ss.r♦ ....- .. M "fir'^ .W►k. 'rW a.r+- .a.. Y. 7O fs -IWA#A ,J*W*W��'n-"RJ*W "'� yy.pa�1MWt1.MMM ,i. knY'aiuW .+-V'.+�I►'.+'riMiu. '°" '* ,.,, .„Fw _., •,.cs .R. - ws.•• Yr' i•M' •MW1w.rMr...-s; _ : „r vt w , FILTiER �1 FILTER FABR:C MATERIAL FARM vvvn Zoos 36' WIDE ROLLS MATERIAL i uW I � ' C3 iu zo 11.0 FLOW ! — '� 6'MAXIMUM SPACING 4WI"� I � � FRONT VIEW SIDE V” AREA DRAIN NTS 0 PLAN NTS I V) VOW- , 000.1 ! IN PROTECTION ! I _------ -- —��� BOTH ENDS OF FILTER FABRIC � �- °,�;, CATCH BAS I � • • ANGLE s;. FLOW FENCE TO ASSURE SOIL IS TRAPPED . V DITCH 10TTD1 s o ZFIE ! INTERLOCKED i �il�� Z �...._.. ; ••� SECTION A—A � x 2 POSTS AND ATTACH AI- WrWT ,• —• —• _.._. ._.._.._.._.. TOP VIEW DIT H INLET CATCH BASIN NTS NTS NTS so TER BAGS SD- ° I 1 ---- m_S ++ 1_ ss t 1_A D Rp A D cr .00, SEE RE1011L A yr '`'•> . ..y... •'� ter'— •_.._ - _..—..—.._ ~COs �� e.9 I f ' s , CESS ea I ii• OT 27 �.- 0sp LOT Z9 o' RADIUS 25' MIN. �w N F I � CLEAN PIT RUN OR 2'—MINUS GRAVEL 9q�SS�� 1 r � OJ ADE REINFORCEMENT SUBGR ( OIL " GEOTEXTILE, AS REQUIRED I I GERD8' MIN. LOT 28 DEPTH I Y I Y � Y J • 7 � p *20r MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL I SILTATION FENCE (200 LF) ow ' IOF fWW TO- GRAVEL CONSTRUCTION10 Dos I ;or ENTRANCE /'� 'ti Detall Drawing 3-1A NTS I Y / set L _.._.._ .._.. -- -------- MOM- JIM -- - �T 41 y 'stir f,94Igo 18 � a0 L. A D=-H Ct*MR INTERVALS ARE DIM �. EROSION VBVICAL DATUM IS 9ASED ON CRY OF TWM AS BUILT SEWER c 10 an MAP, WHICH IS GAM ON NWD DATUM. WATER � 9ASED ON T1TiN VALLEY WATER 1 NATURAL GAS UNFg ARE BASED ON NW NATURAL GAS MAPS. 0/213/1M, t82 .� tomttt� m 5 ,o Y? 14 16 t 1' I Iii III {{� 1111111 ID1111 1111111 10111 1111111 11HIIIIIIIIIIII 111 � � � ' ii�li 1111111 111!111 II ill! IIIIllllillllll 1111111 1111111 !111111 1111111 III I { I ! . .....�..,.•�T I I l l l l l l l l l l l l l l l�l l i l l l l l l l l I I !11 1 11 11 1 11 f � II I i 1111lt�� II use!' ntt ntl t ntl� t ntdn tlitfilnuiIntltndt�TElu+Atiiilnttlt �ub �nll}fRtINIIIt II t I i I�Ii�n�h �IrNtdl�rlrntlt turf , t Int�Irlfilunhli/Itu�btt t�r eli i�i ru Yr v. yam'^' C..-.rIY.-.M•1T -.,. ...y 1 .. -. n{ ..+rNIWcu vi•.IM..I•.re -- .. sa.-.Yvr. ....efe ..,,.. „ .,. i..,...awwrx>-., ..' , .. �tl ^o.- .. /� .c..K.- , ^... ` :w �au+ .,w.w' rM'' - wL-`' , --s rjr.. +.i , ..,,... _ , s m "�► -.r=..•:.�:- o.r7� t .e. sY.R- ..... . . .. .. ...r.,_. _ .e...._..w. ....• .w.r.M ...+.w