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146 3RD AVE S.PDF111111111111 4915 146 3RD AVE S Sign Review Checklist SITE ADDRESS: 1 b` "/�j 5491,jye- S PERMIT#:6 t 303 6Z i ZONEQ-( SIGN DISTRICT: OO.LA,n 'l0 COMP PLAN DESIGNATION:0-0VAwn MtJl 4-116t l� TOTAL MAXIMUM PERMANENT SIGN AREA (ECDC 20.60.025): 1�0 MAXIMUM NUMBER OF SIGNS ALLOWED (ECDC 20.60.025): EXISTING SIGN AREA IN USE AT SITE/BY TENANT: /v 0 N EXISTING NUMBER OF. SIGNS IN USE AT SITE/BY TENANT: Proposed Illumination Permitted IMatrix Sign Type (Y/N or Type) in District? Conditions Met? (ECDC 20.60.0201) (ECDC 20.60.020.M) SIGN 1 (;iJ,lt�l `��`Ic1+1� /vt;1-- St�;i! C G Mon`' /� SIGN 2 SIGN 3 n SIGN AREA (ECDC 20.60.030, 20.60.040 and 20.60.045):. 1. Maximum Area: 0 P oposed Area: 51Act a- 1S ^1(--r 4'1 6) 2. Maximum Area: Proposed Area: 3. Maximum Area: Proposed Area: SIGN HEIGHT (ECDC 20.60.030, 20.60.040 and 20.60.045): . 1. Maximum Height: 2. Maximum Height: 3. Maximum Height: Proposed Height: Proposed Height:_ Proposed Height: 1A1ibrary\p1anning\forms & handouts\staffreports\Sign review checklist.doc FOR FREESTANDING SIGNS ONLY: C I CRITICAL AREA FILE#: /Id`�m �IQ -- ►`I� ►1 C��v�,Qc� (J� �►- �M�` SIGN LOCATION (ECDC 20.60.045.E): Le6� ci— If over Veet, meets setbacks? Required Setbacks: Front: Left Side: — Right Side: Rear: Proposed Setbacks: Front: 2 ! Left Side: i Right Side: — Rear: r LANDSCAPING: (ECDC 20.60.045.G) Square feet required: Does existing landscaping satisfy requirement: QN Landscaping bond amount: / M - NOTES: I L4 4 s 04-Cl— /-P Plan Review By: DATE ZO i 3 1A1ibrary\p1anning\forms & handouts\staffreports\Sign review checklist.doc Windermere Property Exterior Monument Sign ot VERTICAL VISUAL SO LUTIONS Project Information Owner: Edmonds 1463 LLC Address: 17358 Beach Dr. NE, Seattle, WA 98155 Contact: Lori Gill Phone: 425-455-5515 Email: lorigill@wpmlorigill.com o. 425-361-1562 Site Address: 146 A Ave S. Edmonds, WA 98020 C 866-941-5817 C. 425-931-3929 County: Snohomish www.verticalvs.com Parcel # 27032300408200 Zoning: BD-4 Sq.Ft. Max Allowed: 32 Sq. Ft. Proposed:l6/side CITY OF EDMONDS t�U1LDING DEPARTMENT wORK.'%WG/61T OWNER APPROVEDDATE. - _ -- BLDG.OFFICIAL PERMIT NUMBER City of Edmonds Building De PR01RD'.p ENGINEERING DIVISION 1, APPR VE AS NOTED Date: ')1" 40 i9t co� eV41 ycaalkl �iESula SEP 17 2013 FIDE BUILDING DEPARTMENT STREET CITY OF EDMONDS Windermere - Lori Gill ST:01 Double Sided Monument Sign �Ie r- b T-8 3/4' 6'-8 3/4' S'-8 3/4' 6' 6' i� 1'-6' TYP Front View Scale: 3/4" = 1'-0" Section View Scale: 3/4" = V-0" Quantity: 1 SPECIFICATIONS iO SIGN BASE & POSTS 6" x 6" wood posts with caps painted white. Posts are joined together at base with 4'x6" wood supports. Supports covered in 5" shingle style slats. OMP white Q FACES PANLES (2) T 41/2" x 5'-8 3/4' x 1/2' Moo with sealed and painted edges. Panels to have full color digital prints and matte IJV laminate. Panels are mechanically fastened to center support of sign base. Center 2" wood supports wil act as brace for sign face panels. 0 INSTALLATION Installed as direct burial with support posts into (2) V-6" x V-6" cement skirts as shown. Square Footage: 16 sq.ft. Total Weight of Sign: 100lbs Non Illuminated ot VERTICAL V I S U A L 5 0 L U T I O N 5 7036 22IM stint SW Moundake Termm WA 98043 425-361-1562 caw ,. icaWscom CLIENT Windermere PROJECT Monument JOB INFO Initial Date: 7-31-13 Rev. Date : 9-9-13 Revision #: 1 Designer: Danielle Goforth PM: Gracia Jarvis File: APPROVAL Sales Production Client Use Only Approved Appmved w/ Commems Resubmit Date: sixn : TM ftw gWaA V..td—ara pgft y IaaVaM&%V vs,h . f4prommon a wd d Uese OraMnp MtlgA Wraoa4rr0enpvMabl kr VemaK Mcb a abdlm dlderalagryk tarn Thmd. wmrad W.h rrtLavlana dha dNta* �plr�ab V.AralKtm Tlr mioem> camvmm d eN taoeuu adinel br meremaelo, ina a d- vema K trc > m a� repennuuwa b prd* p ba FIUO SEP 17 2013 BUILDING DEPARTMENT CITY OF EDMONDS Windermere - Lori Gill ST:01 Double Sided Monument Sign Quantity: 1 SPECIFICATIONS T-8 3/4' Q SIGN BASE &POSTS 6' x 6' wood posts with caps painted white. Posts are 6'-8 3/4' joined together at base with 4"x6" wood supports. Supports covered in S" shingle style slats. S-8 3/4' O MP white 6' { 1 1'-6' TYP Front View Scale: 3/4" = 1'-0" Section View Scale: 3/4" = 1'-0" MDO panels O FACES PANLEs (2) 3'-4 1/4' x 5'-8 1/4' x 1/2' MDO with sealed and painted edges. Panels to have full color digital prints and matte UV laminate. Panels are mechanically fastened to center support of sign base. Center 2" wood supports will act as brace for sign face panels. Q INSTALLATION Installed as direct burial with support posts into (2) supports 1'-6" x 1'-6" cement skirts as shown. Square Footage: 16 sq.ft. Total Weight of Sign: 100lbs Non Illuminated R ES 1 VERTICAL V 1 5 U A L S 0 L U t 1 0 N 5 7036 220th Street SW Mountlake Terrace, WA 9a043 625-361-1562 www—ticahrs.com CLIENT Windermere PROJECT Monument JOB INFO Initial Date: 7-31-13 Rev. Date : 9-9-13 Revision R: 1 Designer: Danielle Goforth PM: Gracia Jarvis File: APPROVAL. Sales Production Client Use Only IJ Approved Approved w/ Comments Resubmit Date: siyutlae wwemdw vs.h 14wedimm wdwlnem dOr9 dre W •abmtegreNederdlW pevmlwl MVerodKhe:xaMoWbnd wgelrhtNai Ikea dwhp m4 rot Oe dl—drtl MN /gene "1kw Nu m dim and ryre®P>aa dvwxelKt: the b66'wrmmemmdthe Ve*-dd d bdetef.b sMagwe etlwrtlw1 W nb1 K 1K tw b rrdwlwe npenwuwe h VrdeNtatl M ta« Q J� SEP 17 2013 BUILDING DEPARTMENT CITY OF EDMONDS Windermere- Lori Gill ST:01 Monument Sign Conceptual View Quantity: 1 Conceptual View Scale: Not to Scale Square Footage: 16 sq.ft. Total Weight of Sign: 100lbs Non Illuminated ffr'%% ES `1/ VERTICAL V I S U A L S O L U 7 1 0 N S _I—I— 7036 220th Street SW Mountlake Terrace. WA 98043 42--361.1562 www.ver1k.M.— CLIENT Windermere PROJECT Monument JOB INFO Initial Date: 7-31-13 Rev. Date : 9-9-13 Revision #: 1 Designer: Danielle Goforth PM: Gracia Jarvis File: APPROVAL Sales Production Client Use Only Approved Approved w/ Comments ❑ Resubmit Data: sis-b e: 1Nt 4wwYy wd a0W dlwflm.aw WWWW1 pr."a yeftevs1Inc a.WaAadm wd Wk,bm dthree hawM weAwrt ew- dwreroa wan. qv VSn aa.ldl dfloralseP01M tna 1kq dWkV awa rep be dsW rfA w sa ath.r bm dw d0 wd tl dvwdad vs K 71e hkrloUm w tanmeTmdtAewW—deh d to 11� awi6wdww W wA'aaa anw ooa VeNd Vi Yw w b a W iwbad rapaf ada W es b Wdd>haa M iw. B SEP 17 2013 BUILDING DEPARTMENT CITY OF EDMONDS Windermere - Lori Gill - Site FN1111-6413- 6:,n 4-; V) r:--_ w_uv 3 rd Ave S. 60'-8' Street Frontage of Property Site Plan Scale: 3/32" = 1'-0" **NOTE** Client currently has NO existing permanent signage Square Footage: 16 sq.ft. Total Weight of Sign: 100lbs Non Illuminated to VERTICAL v 15 U A L 5 0 L U T 1 0 N S 7036 220th street SW Mountlake Terrace, WA 980d3 425-361-1562 vvww.venirahuom CLIENT Windermere PROJECT Monument JOB INFO Initial Date: 7-31-13 Rev. Date: 9-9-13 Revision #: 1 Designer: Danielle Goforth PM: Gracia Jarvis File: APPROVAL Sales Production Client Use Only Approved Approved./Comments Resubmit wte: ignature: 7M d—""adfq[AWwdan wWrbt+M1 wopm dVerNalKba'. Aepramvbn w dup4atl en d tboe draw'up wV% egfrntadr�d —1 by WNdK ec b aNtladdld hhndcwop bn 1Mn deaabpwarnae a WadwW ageea atlly dne tba alket aeOlepramdalYe d WadtalK b< The Uwimom w cve .ftdit KWd dented Wurne Ipwi6omebasoaved dun VWwYS, w. ft.0 eAwd rawneNaUn b wdrdbd b1 ba 4 SEP 2013 BUILDING DEPARTMENT CITY OF EDMMOND-S 890.19y CITY• OF EDMONDS 250 - 5th AVE N. - EDMONDS. WA 98020 - (206) 1-3-3202 COMMUNITY SERVICES: Public Works - Planning • Parks and Recreation • Engineering April 11, 1989 R. Miller Inc. 146 - 3rd Ave. S. Edmonds, WA. 98020 Dear Mr. Miller: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR We have received your drainage plan proposal for 146 - 3rd S. Since you will be crossing over private properties, this plan cannot be approved without the submittal of recorded easements for those properties. Please submit the recorded easements prior to the installation of any permanent drainage or parking lot work. Sincerely, 5 DAN SMITH Engineering Inspector DS/NM/sdt Alberts , t C Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan Side Sewer Drawing The City of Edmonds EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION ❑ REPAIRS ❑ LID NO--------------------ASMT. NO.. ----.--.--------- OWNER------- -------------------- CONTRACTOR----------------------------------------------------------------------------------- PERMIT NO. --------------- 11_1 o JOB ADDRESS -�L �P Q------ f'- U- =------------------------------------- LEGAL DESCRIPTION: LOT NO.-------------------------------------- BLOCK NO----------------------------------- PWW-0001-11/75 (REV.11/78) ---------------------------------------------------------------------------------------•-- •------- --------•-------------------------------------------.-- NAMEOF ADDITION.--•-------------=--------------------------------------•------------...----------------------------------------------- Appro d: Cb0\Tke 0- t ior( DATE .to--- - B-I...------. 41� SGvst,1�. M A i A B�---�------ Drainlafech INVOICE NUMBER: NO.,• 4772 Locating Specialist JOB ADDRESS: 902 N. 149th 146 3rd Ave. S. (Edmonds) Seattle, Washington 98133 DATE: (206) 364-3367 3/l/89 PHONE: Miller Construction ADDRESS: 9205 220th S.W. Edmonds, Wa. 98020 Clear clogged sewer and locate rough spot in area ot ra- ge tree at W.-side of lot to South, May need to do somp repair wnrk or periodic cleaning of roots. (Not finished, nee water. )vsc T,ahnr 1 3 - 4 brs @ $44 00 (4 hr- 9nd MAN) Travel k hr. beeeter 177 11.00 (sewer) Sewer machine 60.00 8.00 ENTEREO APR 1 0 1989 Th You anIr SUB -TOTAL: TAX: TOTA $156.00 - 1 /'S156 00 -7 PA I �APR 1 1989 Customer acceptance: .17 Workma . n:—Ray/Jeff &,5- 11 APPLICATION or The Cityof Edmonds rE $IDE SEWER PERMIT NEW CONSTRUCTION C] REPAIRS 0 EASEMENT No........ .......................................... OWNER....------ ...................................................... CONTRACTOR.............---.......----.......................................--................------........ PERMIT No....................... ADDRESS ----- ........................................... LEGAL DESCRIPTION: LOT No............................................... BLACK No............................................. NAMEOF ADDITION....................................................................................................._....._........................... • 0 17L • Jun¢, l47a Dya- Tesfa-1 On S¢,we-r- Approved: DATE................................................ By.....---..........................--------..--........................ _ ,� I �• E Er`f _� 'lie I I i .I I - i ___i -1 ' I _- 1 ♦ I � �. ' 1 I � .l I I � ' r � I I I ! I V (4�2 of -71 zl_ - r' k AW1 boa STD�Ed s /✓DB 6s d� . ✓dAoB�id9 �e%e✓!� /9ro�e%es,�ira�rl�. or7 Ile 11-k lip /-10.1 ol/ 4w MEMORANDUM February 10, 1989 TO: Leigh Francis, Planning Division VIA: Dan Smith, Engineering Division FROM: Gordy Hyde, Engineering Division ?al SUBJECT: MARCH 1, 1989 ADB AGENDA ITEMS OF TRAFFIC CONCERN ADB-79-86 No comment ADB-51-88 No comment ADB-63-88 No comment ADB-13-89 No comment ADB-63-88. Need to see profile of driveway center line and profile of most severe parking stall slope. =-ADB-11-89. 16' paving required for 3 unit equivalent business; need to see profile of driveway center line and profile of most severe parking stall slope. ADB-12-89- Curb cut must be 24' wide; need cross section of property; need to see profile of driveway center line and profile of most severe parking stall slope. ADB-14-89 No comment ADB-15-89• No comment ADB-16-89- No comment ADB-17-89 Need to construct sidewalk on Glen Street and 7th Ave. N.; 24' curb cut required; 22' bridge width required; need to see profile of driveway center line and profile of most severe parking stall slope. ✓ ADB-18-89 Must go to Council for parking in lieu; defer comments until action. GH/sdt MARADB/TXTST530 CITY OF EDMONDS T�° ASSET INFORMATION SHEET LJ✓ NEW ❑ ADDITION RETIREMENT ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION j � / � � ` � DEPT�NO. s "' PURCHASE ORDER NO. PURCHASE ORDER DATE COST * PROJECT NUMBER PROJECT COMPLETION DATES tY� COST B.A.R.S. ACCOUNT NO. �f �/ t��� ' D/c� �c, OCR• �'- ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST `SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY L"J DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE b P INITIAL DATE VERIFIED BY PROCESSED BATCH NO. DEPARTMENT FILE 1 . The interior d i men.s i on•_• ikle:r•e de ter'm,i nerd LbJ' rough Appl i cable Codes t f i e 1 d d i men s i on I n� I Th e i r 8•+_+_!Jr•..�.+_:•- 1 s n i, t =•5 UBC `✓ - q IJ .y- r• an t e .= d. The ? 1= =1 n t r- .ti ,= t ir, r• shal 1 r :: , 1 j e !; .! .9. 1 } 198.6 Wash i ri �l t c l r, State* E r! e r• +a;•' Code diRl*_'nsions- a,nd condition•_• on this.document and 1�' i 1cap- e Wash i r,gton State E;.�.rr er Free N•�rldl ` 1•:ir i f -aMe on si to , Not i f;- Air i t +=t of �.n G pad Standards d i •_cr•epenc i e•_ prior to beginning any i,.11=1rN; G+�! t'1�!T tJ. I r. SCALE [j�.f-iI0II` G . Occupancy Group 8,-22 r ,in i rf+_j != 1 a s•'=• i f l +=.3, t i on Commercial - BC '' A All work: shall conform with •a.pp1 ic-a,b1e state 1a•i'•as Type of Construction mJrti+-i +:, din•=.n__ -. f-t ri+!Jlrk"ITI�r!t and ruie I al r r� =a F , :_: e i _.rrl i s on e : one _ and re,� 1 a t i on•_ of all governing agencies having . i ur! sd i c t i on over 1: I.Qrk. i.j:mumHeight (per C_e. Feet M.ax I I!Iuml Floor Area (per Code) _ _-q . -F t ., s.q . f t lot r•e . All I:tiork: shall comply u:+i th the recognized 22- , 00 . f t . Lot Area VIclr1•:ma.n h ! p qua.l i ty -_ t•-anda.rd•_ tj! th ! n the ! nIdastr to .5 cA �7 a. a.pp1 ! ca.bl e to each unit ofII,{ork: , 1 ri1=] u,�! npI f=tt'i:=t1 IIf_cup-anc'y- =. t .--a r, Id .a, r• d _. f;,;, h e r- e a F' p } i ,_ •_. tl } e . I , ensure F ] 1_� cl r' : � { _..al, i_ R :_� q IJ .ai, r• i_ F t L � , .a, Id F a, ,_ + c+ r' [(,= 1= 1J F+ •� rl t 4. T h ,, Con I n t r .a, c t o r• s h -a.1 1 t -a, k: e n e 1_ e =. s- :?. r• =, t e p '_• a. n d (. I y_ I p.a { 1 precaution-Z.r,.• to Fly_!. to that the Work tA)i 11 b1_ _ I !;4ii thout d-a.mar4e or, deterioration - ! occupant t �-' r I c, r' •a. t I cp rf •a. t the �' time m e o f ILI Bottom Floor 1 1 f f 1 += e :} [Ili s q •}• t 1 I_ 11 4 F a.ccep ta.n,_e • tor•a.cie 430 sq , f t . 300 2 occupant O _ 5. T l e C: cp rf t r' .a. pc t cp r' _. h •a.1 t be r e '_ p l=, rl = i L, i e f cp r occupant i l t"lidd}e F}oor !�rfil_e' 3i1 _,�. ft. l�lll _JF,.a.nt_ c ord! na.t! ng the viork: of .a,1 1 trades and '_ha.1 I check -a11 dimerI•_•!or!•_-. T,7FI F1cli1r I_Itt!CE :'1II! 4 Yt 11!�V 2 occupant Attic ;'S =.q . f t. 0 0 occupant O _ . Each subcontractor, at. the completion of his ,,jor 1,f. ,---------------------- .r� I s to remove all debris. from the a i to leaving the =c total sq. ft. 17 tt l Occ . office broom clean. Each subcontractor -_ _ responsible - t r the rep.a.ir' of Actual Load 5 emplo;,-ees and 2 visitors �J Each I •= for N 1 -a n} damage t '_, f i n! !_• h t d I;.I c+ r y:: a d _i ._t 1_ e n t t 1=• t h e i r• I:.:f I r i s O _ Energy Code Notes UJn pri +Jp=rl da.m•a.+�= j s -a. re _.0 1 t i 1f their r- act ion and i 1 _ ' sha.l I be ertc+rrr,eld .a-; their e;p=n_e. :_ Area ,:. F T Total ._ .�. } Ij 1 •a. z i n 1� ,_' !] sq.-Ft. Total Gross- l,,{a,} } Area180 sq . f t . Mechanical .�. n ,d electrical !:, i 1 � r i': p e r f 1=1 r Ir! e ,� under =.ep-a,r••a-te perm i t . Mechanical con trac t_,r tp provide 53 Q the .a.rchi _ i h 1 ___. i n _f 11 dif �= rs and F'erl=erlt of !�}.-y.%i32.nr4 1 .- t% � t I:'.I t i I� �+ o i, •a. 1 •!- f _. e ._. 1 , 1 ,.:,y' h'1 •�+.:,: ;mum i=1 :�' E n e r• +� ;•' Code ,'d e _ thermost-a,dt -For- his approval pr' ! or• t� � instal 1 -a,.t i c+n . ! t I n -_. u l at i o n per C h -_. p ter. '• e ' Al i dimens•I ��ns• are to the f=+.ce o stud. :.i=lmlmfer'C t a.1 BV I 1 di n+�t• less than1I_I �i1IIII _.q f t ;+ • \ f Minimum Requirements_ � 1 !, . I nt e r• 1 c+ r- Ip:;• Fp =. a mi I:'.1 a. ] 1 Lp,_1 .a. r ,d t i 1 b % . �; 1' I' p e ••., , IJ •_. r? R;11 i 1'f .:' !_: ^= I 1 1 ri 1 1 ,t-*.: y. I_I. metal trim at -al } corners. and edgin,:=s. Board to be ! E::.:; ter i o r• ,,I a. l 1= R 1 1 52Screvied !not na i 1 ed. `I 51 All glazing shal l be 1/4" minimum insulated. - i 1 . A 1 cil a.z I n,: _.ha.l 1 be safe tgl •a.=•_ i n areas r :qu i red All ! i , I- { I;..� t t.ai inl t {:':I.a._. :=tit ti i+ '`/ i_i ` O Code \ a `Q a,!jna j-. .a_ sha.il cmF1':. i h -Ff :mot n rd: �- • v � L' ;•' Uri rl ! �`' i! r ml ! U I 1 d I rl 1-, I :1] 1� �_ , an d -�. 1 I other .3. p p 1 I c .�, b } e Q c c 1 d e FAI iK11�11� (� 1 A-7 ( 12. Provide continuous _` 11 ,'.i i de 26 GA _hee t metal MI�IMUM i��l�i!�1--MINTS backing behind all }1-mount d casework and O f.ai i 1 .a, I;.J:i i 11 %�, i _e(,;li and - X • r.�/ �� 1'C1, �3 :JJ - cabinets, t top and t+ _ t t om . .I 1 and f l Contractor s.ha.1 1 •_-ubmi t shop drawi ng'_ for a•pprov:i,} • 1 �{ ° of a] 1 =., ef,;l,rk C.iravjii ng• to be based on f i el d verified d I mf e n __. j c+n _. , I_ i ,ri! p 1 ;: 4'•j I t F! f ii:4{ I += a =. tom grade � Z1JN!✓ T1�>;o�i'1- o G 3 requirements for m a. t o r' i .a. Is a. rf pd f a. t, r i +_ .+ t i c, rl . 1<X.CCDTO"eASi�� I 9 1. Al 1 land scapEd areas will be irrigated per City of 1 t0 sere e ec tr ! cal :anpd• telephone outlets are 4. F 1 � - � tl-ie m.a.;�. imam •=-spa+= i rlg .Edmonds regulations. The irrigation System Shall i� di mens•ione,d. t� ,-h�_ center•1 in_, -r be t4�+ee•n outlets �a>h•a.l 1 Lr' 1 -i11 rl'lc'tVe lawn areas On Separate zone(s) from planting Y i , r areas ➢ 15. El ec tr i ca.l and telephone l oc-at i on's. are sh v)n c In . the Ar+ch i t el_ ter.=.} - El el= tr i ca l P1 an . The c i rcu i tr•F 2 The landscape contractor shall provide complete shop G O - drawings for entire irrigation system for architects 2 ._.L. 11 be determined by the contr•a.ctor. 16. Lighting supplier to pro"ide complete l i at and approval prior to fabric�tian and installation. fixtures cuts-'fc,r all 1 igIItin+�1 . �JU��--�{--�� - --i �� f i x turc •_:'sub•_ t i to t i 1 =n pr'ov i ded. 3. The 1 andscape contractor shall verify e:: fisting conditions prior to installing landscaping 1 7. t''•l _, o f :•' p i . n e 1= +� ml p -a n f i r p} .�. 1_ e ml e n t 1=1 f p Ff p._, rl e 1= a. b 1 e materials. Report any discrepancies to the _ architect. prior• ':- � � i rt •_. �- .a.1 1 a t i ,a n ,, f I:p:l .a. } i t, c, .a r d . _ Tp T a7 s.ub,=clntra.ctclr _h.a.l1 p= pnne,+_t ot.-ner' 4. The landscaping shall provide all plant materials, F 1+ he F1: ,=h._.n i p=._.1 ground cover, and trees in accordance with the roviIded M chanic -a.l u n i t t;I sI�ppI.{ :,-ir di-Ff+J=er=. 1✓X S ST 1 Using n�- f 1 ,-`. i b e duct. 1_onfo; m, t,_, standard standards of the industry. Al 1 plants Shall be i i a 1- u dlre,=tell b;� Co,,•!ner F'rcp1:'Ipde diffusers and return approved stock: according t0 Washington Stag ' I -a i t par i l l •_ as requ i red by the nevi par t i t i on y Nurser man's As _cont- 1I� 1 i i i IJ r .gip. t i IJ r! Balance the .y. I r f l 4=,f:':i .j, •� required. ' „ SS 5. Provide a minimum of 4 inches topsoil (3 way mix) . -- f` I 1'� . Mechanical and e 1 ec tr• i cal work p1-_ rformed under for all pl anti.ng areas. separate permit. Mechanical contractor tp provide the architect I;:+i th locations of -all diffusers and b • Provide a minimum of b inches topsoil for all lawn i y areas. therms I•_ t-a.dt for h i = a•ppr1=11: al prior to installation. 7. Provide a minimum of 3 inches fine bark: mulch over all pl. nting areas. >�2 .� �Wfa - �� yr �( ' 8. Apply transpl ant fertilizer as required by manufacturer to all trees, shrubs, and ground / C, /--� covers. ' YID.- t ✓ �i � C� I�-ti=�C 9. Stakeall trees. . I PLANT SCHEDULE T \/ , Code Scientific Name/Common Name Size Spacing Quantity EX <�1 1Rt� CIJT �r � T1 Acer circinatum/Vine Maple 8' multi -stem 7 T2 Acer palmatum/Japanese Maple Specimen i - 13 Mal us 'Fink: Spire' or 'Al mey' / Flowering Crab 1-1/2"Cal 1 • f • - - 1 muuti T.NZ T4 Ouercus garryana/ . / ��� ti L > =N n 11 ' A A Q GR W Oregon White Oak: 1-1/� Cal 1 f Rhus gl abra/Smooth Sumac 4" B a- B 10'o.c . 4 �ffR y r F.DM©NDS r a 11 •�� " ..` NDER WATER �,:�� t O = „ S1 Kal mia Latifol is/Kal mia 18" 4'o.c . 3 - PARK J �' '< cT < <I AV S2 Mahonia aquifol ium/ � �': w ; � ��' �'ar = lx plikj ,ST= c+j Oregon Grape 2 Gal 4' o . c . 9SITE 'k N S3 Nardina domestics 'compacta'/ �1• It Nard i na 2 Gal. 3' o . c . 13 .� JPK . S4 Rhododendron Eric a F�rae 5 Gal 4 0 .e . 4 S5 Rhododendron 'Unique' S Gal .--18" 4'o .c . 2 h4 OAYt0ir�" �i I • �` OR1H �- , _ ��ii II - 11 S6 Rosa rugosa/Sea Tomato 5 Gal . -18" b'o.c . 1��NA t��" > N M P • T S7 Vaccinium ovatum/�� v Q',, r tier ALDER < Evergreen Huckleberry 18"min . 5'o.c . 27 0 r 104 � a�� m W N T ST S8 Viburnum Uavidi/Davidi 2-Gal. 4'o.c. 3 wabuFE t>_ X 4 Cn =, , u »ul t v I 1 > S9 Viburnum tines dwarf/ SANCT�lARY WWV Zop a, r�► Laurust i nus 18' m i n . 3' o . c . i t� tt < � �'� „aM�ocx c @ t � 1 � H fNtxK I.AU El_lN. SEG 23 TWP 21 � 03 G 1 Hyper i cum cal c i num/ Ir• Re " _ AMONI WY LAURE 215T ,_ 2,� t �T W ( r St . •Johns Wort 4," pots 18"o . c . ? ... ti T St PARK �a Z t1+� i P N T `Z sT $� .` 19 i� �3 I � I �T NOizTN p� f�i 4j c7 G2 Sarcococca hook:erana harm 1 is 1 Gal. 4' o.c . DS AA _ Sy, > "Y > l�Ay-iZ�+-I STET �pMc�N - l-+eN w�'j" 1 i 9 F7 THGt•-1 t.J" i -� - _ - It0 SYI " (co-41 Fi:)i1-F-H SST II�I t=T,T't�N WO-PT{-i �.G11� FT To P0.61 G3 Vinca Minor/Dwarf Periwinkle 1 Gal 2'o.c. � �` v��}}�, ..•..�� s'� `• .� ' sJ1' �oli ijj PL rl •* Quantity. as required by area J 1 A-1 Si to Plan, Notes and Legends A-2 Bottom .L,; Mi'dd1 e Floor Plans and Reflected C:e i 1 i ng Pl •ans, Notes v: Schedules , A-3 Top Floor Plan Reflected C:e i t i ng Plan, 'Roo-F Plan & Door Schedule A-4 Exterior Elevations, t,!i ndo+:.i Types Det•:-ki 1 A-5 Interior Elevations A-E Structural Plans, Notes 8-_ Detai 1 c A-7 Secf i ons i'. Deta.I Is New wall partition Room! Name and Number/Finish Key tot Room Name Cl "' M Room Number � � I Finish Base finish CC M 0d 00E*1 Elevation #..,� ^" � 0)A-A1 :.sheet Number' ham. a: � to Elevation Letter ' � ~"� j Building Section 04 '0 _section Letter �� Z A -I Sheet Namlber, DetailtU Detail Number SheetNumber A•1 � {C -..,i 0 ,0 ODoor Symbol M Window Symbol � ®, Thermostadt -0 .. • -ITAr L. Duplex recep t i cal � � � 0 io Fourpl ex recept i cal "'' ram.. W -Q Phone outlet �(�UJEGT INUE-,X R. Mi 1 1 er !_onstr-"uct ion 146 Third. Avenue South Edmonds, k1A 980220 Own er/!=on tr•.ac for : R'. Mi 1 ler Inc P . O. 8+= x 831 Edmond'=•, I;:IA 8011-08 1 Rob Mil 1 er Architect/Contact:. Comprehensive Design ,fin Services 303 West Blaine Street Seattle, I,•A 98119 (206) 282-*4281 i_rai g H•ani-)aY Structural Engineer: John D. Griffin Associates 11680 Slater Avenue N.E. Kirkland, 1,,A ? S i_I 3 3 .1 £' John " !ter i f f i n RFF. i F E B . 81989 PI.Ail"'"113 DEPT., 6 y Q I n Zo42c,3 C1i 0 0 �TOiZAC�E IDi D-� 2 ONG. VG-1- N o li ti v Io2 C� lob c3 vr-T GULAG, WORK RM, d MC3 ''� M�A-5 I A-5 przovlar; LaROMb��j� I� ' rvuir�t;r a�v� �G��iI()NF I i WPt-� iDf� FLAN IttL7 ' n FLA N PALK 47 Kph G3A rV 0 1_� V d I bI�I,GTt,i= 13Y - II,I•T' F00NI ID(o D •� S NoT WATCR H r/aTL- 2 �0 r�e�'TgI(,At, pG\rvf_::� Mouw j AT `, -roowG GDI�TI�oVLI:�' - MDUN� _ A� r30" OFF FL,DOK, -rNON f✓ I I N U FFUM CON j 90L L, =-4e To 15AoN �NoN -4Tel� PZUNK -fL)RNAc.r-_ 06A-110H , • UTIL"ITY �00H - ["AINOT - Go�I�Ipr1 �(�uI(�M�N j • �12ovIDE l,lxG• Al_> {ZW'D 1?,,I, ���uIPM�I�T � �v cl► i:�TEI� 6�' OwN GIz I'"J6 M -7I &U -7,_(,,;,11 T v it I i �4 FINI'_,HE'er A. CARPET: Carpet and Pad as specified in "Finish Notes" B. (,:►OOD: GJhi to Oak, stained to match Designee's Con�trttl Sample C. V.C.T.. D. CONCRETE: Poured in place, smooth finish i 1. WOOD BASE: White Oak, stained tomatch Designer-s Control Sample 2. RUBBER BASE: 4" high, rubber carpet and cove base. O_ . RUBBER BASE: 4" high, rubber cove base. A. PAINT: color to ma.�ch � B. PAINT: Wh i to cot or, f l -at_ sheen FINISH NOTES: 1. Plastic 1amina.te =•ha.T1 be r i a.m -1 . Pa i n t =, _•tem =.haI I be a., GWB t:••,•a I i p-ar t i t i ons•: Provide one coat latex primer and tvio coats a.l b:: yd enamel, eggshell sheen. b. GWB Ce i i i ng: Provide one coat latex primer and ti;.)o ct_.at•_. 1 a.te . , flat sheen. C. F i n i s•h 'Wood Provide one coat 3. 1ubm i t � e a. . 1 '7 " is 1 i" na.r dboa•r d pai n t-11u t �. wimp t e'i o f each pak i n t color for the Ge=•i �_ner' = approval prior to proceeding with the j..ior•k: or purchasing the paint. 4. Submit 2 ea. Finish wocid stain samples on oakk' for the Designer's .approval prior- to proceedi nc-i with the i,,.)or•k: or purchasing the stain. _. The carpet shall be 0 6. Pad sha.l i be "Ha.r tex C:on tr••a.c t" ( b;,• Harper Ma.nuf•a.c tur i ng) , "Nova. Cush i on �t or FiberIoc II" +.:by Gene r•a.i Fe1t Indus•tr•ies) Weight sha.II be 322 o per •square .va.r d. . Prepare existing floor for a. stretch instal 1 at i on of carpet over pad. Carpet s.hal I be instal led tack l e _•s vi i th taped seams using Roberts Gold Heat Tape or approved equal All transitions to VCT or Wood shall be done l•Ui th .a, ixiciod tra.nsi Lion =trip as det•yi Ied on sheet A-7. Taper pad a.r•ciurtd carpet tr•.ansi tian to 6Va!+d o •.•!!_T to insure a. smooth, gradual tra.nsi tion from the tr)ood or VCT to carpet and pad. • 8. Provide cutting cif carpet for approval prior to shipping. iN6 ff UF-E a-1EGJL-e �I ompi er a /stye , Design Services,.,'; 303 West Blaine Street Seattle, WA 98119 (206) 282-'4281 r I I I I 0 I c�V co co � cc C) 04 0 C E*1 cc O 0. LIGHTING F!" TURE =,CHECK? ILE -,mboI/Letter =;iie F i tu r a T rl a Lc T4De E:u i h, I A-1 1x4 RaI_=r•cSs d Fluore•_cent roc 1 is Len•_e 2-4iil:0 Recessed Fl uorescent 1-1/2" P.:.rabcd i s 2-401.0 rt Len•=e , A-=: 1 :4 Recessed F1 ucire•scen t 1 -1:,:. " Para.bol i c 3 -4'C14J Lens•e q Ei 1ii"::II Rece•_.•_ed inc.a.ndescent AcrxI is Len=e I -1 _. is 1AJ • A-19 I --© C I:ta.a.I I Mn t F I ljore•_.cen t 1 _ 301J O D Recessed Inca.ndesca.nt 1-r•51,j I E Ce i l i ng Mo u n t ed Tr ac P-.' 1-75W Inca.nde•_cant F custom Fluorescent lip -light Acrylic Len•_•e 1-40W i o- D C Suspended Fl uor•es.cen t 1 -1/2" Par•aboi i s 3-40U Indirect up -light (i:'=,) Len•se iDoi.tin) Dol,,jn light (2/3 ) H Inca.ndesca.nt I,.)a.I1 1-60W "-'-'-'n r e i=i" 1 w No. Date By Revision %- -T ,J 4 Surf-aced t1nt Strip. t-1one 1-40►--J Sheet Title Fl uros•cen t -O K 0CM740?- MA. MiJ'i' Ian• ��Et�G�� �-��� �"' 1 -1n-- WaL l 1 mounted 1 i gh t _•w i t c h • • 0"x48" Option Sheet No. • 20"x4i8" Opt i on * 20"x4 " Option N R. H V t%-0kk I,,>' -(a it +l f<rlof R Nl• Y14-(I :- I I_ <C) N AT D 0 0 R S C H E D U L E DOOR DOOR FIRE HDWE, NIU11BER SIZE TYPE MT'L FINISH R4T I N G NOTES NOTES 1 8'-0' X - - ----7----------------------------------------------------------- 6'-8' A WOOD INT:PAINT -- GARAGE DOOR, SPRING ACTIV- D,T:PAiNT 1 ATED, LOCK.TO JAMB,GL9C..09EIa�'1, ----------------------------------------------------------------------------------------------------------- - 2 3'-0' X 6'-8' 8 WOOD INT:PAINIT -- 2 3 3'- X -----_-DT:PAINT --------f----------- PAINT -81 6'8 WOOD - --------------------------------------- .. 4 -- 2'-6' X -------- ------, -------------------------_------------------------------------------ 6'-8' - WOOD PAINT -- 1 ACCORDIAN CLOSET DOOR, NO LOCK 5 31-0' X 6'-8' 8 WOOD PAINT -- ' 21'-6' X 5'-b' o biUUD PPA:NT -- 3 ^ --------------------------------------------- 3/-ON X 6'-SA 4 WOOD PAI/vT -- 4 8 3'-0' X 7-------------------------------------------------------------- 6'-8' C WD/GL r:TAIN/VAR -- 5 3'-01 X 8'-0' D T GLASS POLISHED -- 6 Tempered glass door assembly ----- --------------------------------------------�-t------------------------------------------------ 10 2'-8' X 6'-8' 8 WOOD STAIMJAR -- 7 _11 2'-6' X 6'-8' 8 WOOD STAIMVAR -- 4 12 2'-8' X 6'-8' 8 WOOD 5TAINIVAR -- 7 __1�,_ 0•_8' X 6'-?' WOOD STAIPIIVAF,' -- i 14 2'-0' X 5'-S' 8 WOOD PAINT -- S r;�F- -T-Ypff 61�� AGIVII-�GE-Z C;�Iz j 3/j'1 TNIuV- 0 -EMF�� GLAZ-11-1V g/4U —f4A6K HARDWARE NOTES -------------- 1. Use hardware provided by Manufacturer. 2. Provide lockset, cylinder and dead bolt with 1-1/2' throw. Provide inside surface mounted closer assembly, 3. Provide lockset. 4. Provide privacy latchset. 5. Provide cylinder lock and dead bolt with 1-1/2" throew, push/ pull hardware selected by owner, and floor or head mounted concealed closer assembly. 6. Provide pull handles selected by owner, floor mounted concealed closer assembly, and top & bottom pivots. 7. Provide latchset, �� soU� coizE woo V- qw- VENI;E{Z V ComprehensiVe ` Design" Services j i 303 West Blaine Street. Seattle, WA 98119 (206) 282 — 4281 6OMFO-4'1:-f. sHINGL� — GAL\/. c--.)HM-,TT�- NEON �aI�H� USE RJU.. 4 fl.yWD RDR. ' f-}i✓Aiz N41L w/ - IOd e 2"o.G. be-I-w/ W17W5, -- IOd• � q" "D.C• EI-�W HIE i_ I w GUTTE-71f< PO\ NJ- '_�FOUT I I 1 I I I I I I I I I i t I I, I lid; I � 1 I j! I� �� I' ! II I• I III! I II I I NeN VanNDV� j /P. O I I I I I'I I I I I I; i I I Ii I I I I ( i t= 1 I I I i I I I 0 .AST t-'L�.VATIOW / 14i :-1 ,0tt - -- - _. ':`HEaT M_F FI R�-)H 6 Fri LAGHT jIXTUF--E JI i I 1 I — •�•��� �-o Z61 M i Qa aaaaca oa�o - COMMFRC/AL CONTRACTORS 146 Third Avenue S. I;II"II�I'��.�+. t { • I ?N IGHFHE1Z,T>'P 72-c4EL f= FJ_5H Hip �-1J1�'11 N I U I�i MoLI�- �(1 a o b 0 C 6 , &6_110 it t�.'k-�„ Exom y41� - Ii_�II ®I, 111111 MIMI1' illI I I'MI I ® ; a I o I I II I ' l jl I II II i t' II II.I � I i I I I I I i t i L� 1 I I II I I I I I I I I I I I i I I II , ) � II II l lII I I I /, •\ it 1 I i i 5OUTN f,:-L EVATION GOLO�� '. L&HT >Drzow+-l-II�.� On SIG-- Tl2-I r'I T_=4� ST"ndt-4 Val+-� I � �Nt�l. 'j�►t�i ED W I N DO TX TyP �o C.C.11 2j_YP 126216696!!� 2 2,T,),eP 2042c,-5 2, T>'R LD F_ © .M Cp'- 3I2" 'A Fb)] leP'- Vap r 2, Tyr? ] 4% TEt`1 P�Ep GL� 2o�c�1 u1 M FH-] GLAD: 'I > Ty? 'Ir�3l©20��4 LAPGl; UTE V-.7 � �v 6A.Al.1-7 Typ GUSToM ,FIxED CA,e,, CLPQ F"E� OK c61T I IDy2' N UHeEV-e, PRa FOR PEA VItJYl_ GI. AP CA4-;,T=_MENT ' V�fINLbW 5. 2. ►,�-,,� WI-II� vlNyl... GL�I�IG. 3. �IM�NS►oNs AjZr-,FOLJ&H dPF..�JINGs IN �Z WALL-- . I � I I I I I I i I i �,OT170M L Ivc E,l.; vATI QN @ �(�"i ICON 1.. /,�-�"j1c�N ► .� F'1"� o .!/� 1 1 11 011 PAI'-4T,,y ('-Cd yANDI CAP Gr�� p,P fi J24J�, i am MIRf� P►-�M VAN FTy PLAM, H.G. .11 Cqt �_,F W. A i N �? L.AII� , 66PI jl]�T�) V/ ADJ. SHED-vE� r? Lyllr-1 -_-OffIT / Z\ i EEEREI ELEVATIDIJ @ v`1o(zKRM/KITG+-{Eh1 /4�7 I _,_- I �II_OII �j%IIJII -OII oAl� v �J/GJ II % I I _<✓^Il O ,'� II I , _dI �uN bUIL7-it4 oAK- UNIT 4- x -t PDyT NO zt- x N 2'c 4 x �. t: . � N n J HW5,25 of x /NWWO+*-,60Z �X LoX1d cc I &l, z� y8x -7 /2 4 x 4 FoZT x � � rpLUMtiJ (3,Tvl?) Qevv 2x b 12- I �TC� K [o x 12 o,r (:�'L- 5%x6l �- Gd Uh'lIJ Q 14\v 5. 25 or Nu / i+/4012 H?01� C-� IL I-Iw� 2� � x HV+Co rwrr� r( 2)`i06 e 2G�11 i u 1'�4 N 2XQ,,s@2�I<X 2X4o@'2*1 TQp FtOV2- CAM I + J C,-1 PLA►� Yit I I_ oil x l'1 I I II i I I \4/ i- _ --- -i - I I /9l,97ll , ij11 O I I I I rjc. O x Z 12"V 3-*4'EW �T%P� 1. � � 2x12 STG-R• 2X� - - - - -- i ❑ � /e ex P6xiT W/ JH IG 1�ai_ 2 2 x 12 C,TC-42 , x - °y �k 2K12'riG G �J � QF-w PP� �T - - - - - i >12 tr� N axe /FTC '% IDi f- le I t-----" -I I i �9X+ FeUx I I � I L � q N y N N A 2�Zx1.D LIr--I I EL I 0 I N. ,L CQT 4 z eC1.li245� IC7 � ex, 2 x �a k,4Y'T �i @ 24" � x ' y2" PI-yw�P �7� x C� �A t✓T 7 %''-I i O11 A .. iL fl —*r i1_.. .1_ --ice aZ 4 STRUCTURAL NOTES LOADS ROOF LIVE LOAD = 25 PSF OFFICE FLOOR LIVE LOAD = 5o PSF WINO LOAD = 16 PSF MEMBERS •JOISTS - H .FIR #k2 ALL GLULAM BEAMS - 24F D.FIR V4 simple span ALL SAWN TIMBER POSTS, BEAMS - O.FIR ##1 PLYWOOD - COX T&G @ FLOORS, GLUE PLYWOOD TO .JOISTS CONCRETE f'C = 2000 PSI 5 BAG MIX REINFORCING - GRADE 40 fs = 20,000 PSI GENERAL ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED NAILING TO BE IN ACCORDANCE WITH UBC TABLE NO. 25--0 ALL FOOTAGE TO BEAR ON FIRM UNDISTURBED BEARING SOIL ASSUMED SOIL BEARING = 2000 PSF SHEAR WALL NOTES SHEAR WALLS ARE SHOWN ON PLANS THUS: 1/2" PLYWOOD ONE SIDE SW - P - A."< -NAIL SPACING @ PANEL EDGES ALL EXTERIOR WALL.ARE SHEAF; WALLS. 1/2"_PLYWOOD SHALL BE NAILED W/ 10d COMMON OR GALV. BOX NAILS. BLOCk: ALL PANEL EDGES. NAIL AT 12" O.C. IN FIELD TO ALL INTERMEDIATE STUDS. WHERE.3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE 10d SHORT NAILS (1-1/2") OR USE 3X STUDS. WHERE 2" EDGE NAILING IS SPECIFIED, USE 3X STUDS & STAGGER PANELS. WHERE PLYWOOD IS APPLIED TO BOTH SIDES, STAGGER PANEL EDGES TO FALL ON DIFFERENT STUDS. FLOOR PLYWOOD NAIL WITH 10d COMMON AT 10" O.C. AT INTERMEDIATE SUPPORTS, 6" O.C. AT ALL PANEL EDGES EXCEPT 4" O.C. AT ALL SHEAF, WALL UNLESS SHOWN OTHERWISE ON THE PLANS. GLUE PLYWOOD TO FLOOR JOISTS. ROOF PLYWOOD NAIL WITH 10d COMMON AT 1011 O.C. AT INTERMEDIATE SUPPORTS, 6" O.C. AT ALL PANEL EDGES AND SHEAR WALLS UNLESS SHOWN OTHERWISE ON FLANS AND SECTIONS. Com'prehensive Design .Services 303 West Blaine Street Seattle, WA 98119 (206) 282 —4281 cl is H. IIANVM! OC KASliMGTON No. Date By Revision Sheet le . Ti�TU L f=-A- f- � Sheet No. ��yll JI i _OII Project No. c Date%00'i Drawn by s' H f�x. 2X(o PFW6, ; — 2 n A� �Ult� Ft�tZ 2 �EI�TION W �vE eeAt✓1 12-< F 161 v59-rF a Ear f=IpA�HG �t.� �PoUI,lrJA-I-ir�N 11J9W ,Hit-JC4r-, I�rvw I x ,�4, CIA fin, �,T I�ISULAT�aN I+�I W-AU.. CAVTY 2 X 2 WCOU 12- WOOD f�PAQ 4 x 14 2x(p RAIL CAP 2K-4 (CU7 T�2 Y 1 2 4z 2xK2 WNOOP 2K � � i 1�►.�iU� P5-FA L. iy2z II,Qu C.E-:A oaf lu r- I � I � IIN I &W 5. TI6 �.. �M�I TIc3N ��IN�� OUILT-UP Foc-,FG ------------------ --- -- - ---- - - q WopD �M l tiles (�yl.�I D " 2 I ' I I i I - - �---j I I I I I I I%2" I'-© - c©I-17►t-�UDUS e�I P i=LUOIz r=1 x"(tJ P-E Ili �fJ✓UKI; /�4 M� TQ �►� - W12A(' � 17 u�/ 2X �' G�C;W Nta p 2/2 x /4 L �TAI � �� :T►�� , ly -i I W4 -0-9-6 aJNIPS;�,r� 1 4",'u.9'OOwG''d�W, }-► 4.O H. vV-4jr-Y eAm I I O, OVMPS ot. Fe1-3 2 t e-16 _. oP GoN�r. J i------ 4 n f))FFIT I I/ I -IT ffIATI ICLF ,n I��I IY�II�G,TPI2 Gl L\�J r Comrehensivep 9 I d,r Design Services 303 West Blaine Street Seattle, WA 98119 (206) 282 — 4281 RFG'I41ERED I CT klaD� �tUO WALL �.1r"Vo�T col, 5 as 5+-le�w na. �+it..GrQ•�E - PF�J�/IOc aLtr a+trL i 3j 11,11_ p" NO T T SB, i.� 22 d~ SHZ *tT �. GaP I ?-4f ITI Ot- l t�totr✓ : au.. `AtN61 ro es -«TrO I,UM�..fL. G(aY6 Gor•.4r�. AIM. -o a A 5t.4�Eo Ft. I 1 N to MaTO4 sl DI Nr . j (R� I WG . L' 18'o.c. EtiG S7. ©.�• No. Date By Revision Sheet Title OA u IMF � pA+r-�T E�WO�.�c'O "�i�--• �Ir1PSorr H H 4 aT _5 two. �Ih15H.51.doa 1-0 D2,4...r.4. Sheet No. I� 1 Project No. Date 9 JAWe>q Drawn by L" lHH . :l= 1 1 A� top aRD, AVE-NUE 0. s / r � TOP 38.3/ / G 1 lib It rdP 3+0.�5 INV, 34.47 1 ! STORMWATER DRAINAGE. PLAN NOTES MD%c " h i of Edmonds � nsi t, e 1. Al I, consteu:tion shall be in accordance with t e City specifications, and the latest. edition of.the WSDOT STO specifications and -�� - requirements noted "below.Design r i�. s 2. Datum shall be City of Edmonds. / 3. All sedimentation/erosion facilities must be . in operation prior-. to 303 WestBlaine Street N•Nv. 3o,gd clearing and building construction, and they must be satisfactorily s �Nv. 3�, 3� maintained until construction is completed and the' potential for onsite Seattle, OVA 98119 1 �1; erosion has passed. (246) 282 - 281 1 TY� Iutilized� de detention facilities shall have asphalt GR�A 4. Galvanized steel pipe inas t P treatment N1 or better inside and out. li_lV, �L, ��.�3 c 8 �ej S. All disturbed areas shall be seeded or stabilized by other approved �P 36.75 methods for the prevention of onsite erosion after the completion of i�vv. 34.47 construction. 6. All pipe shall be laid on a properly prepared foundation according to Washington State Specification 7-02.3(1). This shall include necessary leveling of the trench bottom or the top pf the foundation material as m� well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uni- formly dense unyielding base. If the native material 'in 'the bottom of 7 the trench meets the requirements for F"Gravel Backfill for Pipe Bedding". � • k '�, �. �� ____ .- --,.1 I \/� � the first lift of pipe bedding may be omitted provided the material in the bottom of the trench is Iopsened, regraded and compacted to form a �� dense unyielding base. 7. All building downspouts and footing drains shall be connected to the 3�Z storm drainage system, unless otherwise approved by the Department of / 7 L _ I I UPPMR Public Narks, ;✓ / / F �, � ., .•CATCH 8. Rack for erosion protection of roadside ditches, where required, shall be osreurtoH nPa LffiNGTH cer;�+ioL eA'reH of sound quarry rock to a .depth of 1 foot. Rock aggregate to be as 5�, _ �. Q a r # -(�`� sAMN follows. i JL_ CA� �`�I t--I , �' I' MIN, 2' MAX cov€a 2" _- lO% - 20% 4" _.._ 20% - 40% OVTLCT " " I JU _ 3 �.'�3 cow;toL` 4 - 8 ---- 40% • 70% ��041 �iz I �41 0 0 9. storm r n i e s or 15 feet from the to of an channel bank.. ,� Struny uresdshalaigen D be permitted within 10 feet P the spring line of �h _ - _ 'ro ours T 10. The storm drainage system shall be constructed according to the approved N (NPRA7 �p plans which are',on file in the Department of Public Works. Any deviation [J N �tu�+oFF from the approved plans will require written approval troan the proper x p SPREADER) .. agency, currently the City of Edmonds Department of Public Works. cc M o 0 SYSTEM CROSS SECTION o 11. A copy of"these approved plans must be .on the job site *Whenever fit. I .Q 9p � i4 construction is in progress. q, Q :!,• x I I '.�-_ -� ( I 12. Prior;" to any construction/development activity, the City of Edmonds � � � Department of Public Works Development Inspection Section must be I O i contacted {Phone No. 77Y-3202). `.. C 13. ,ALL R/D FACILITIES'WILL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN ° E ,�p►p ''� (- _ - ;;CONJUNCTION WITH, ALL CONSTRUCTION ACTIVITY UNLESS THAT ACTIVITY EXCEEDS w --- m._/_ THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION CONTROL FACILITIES or UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS. _ rr� �, G,IJ # 3 -rim �'G II 2' 1r, 14. All Catch Basin grates shall be depressed 0.10 feet below pavement level . © O _ 15. Open cut road crossings for utility trenches on existing traveled roadway t� shalt be backfilled only with pea gravel or 5/8 minus crushed road and W C mechanically compacted. Cuts into the existing asphalt shall be neat C line cut with saw or jackhammer in a continuous -line.: A temporary cold i wo. mix patch must be placed immediately after backfill and compaction. A y �� permanent hot mix patch shall be placed within 30 days and shall be the � Q t�i.ck,>rness: of, the original asphalt or two inches, whichever' is greater.-_.---- r< 16. Construction of dewatering (ground water) system shall be in accordance .- -0 r with the APWA Standard Specification, Section 61-3.02. � �� - o .'' 17. Drainage pipe materials ,shall be as follows: o �0 E O 12" through 24" diameter - Minimum 16 gauge hot•dipped galvanized W °I<<Q� � cuivertsteel rpip�minum CMP or plain concrete 2 Detention tank - gauge 9 p - - �1 aluminum CMP au a galvanized steel or DPAhJ AFC W ,�qh 0 �A�'- 0 All galvanized steel pipe and parts shall be asphalt coated per WSDOT PP1 AO NO �� , �� - .o' o II Section 9-05.4(3) Treatment 1. \ `A Storm drains shall have rubber gasketed joints. 18. Drainage structures shall be Snohomish. County standard unless otherwise noted. - 19. Backfill in trenches shall be compacted to at least 95x of maximum density per. ASTM D 1557_-70, Method 0. - - 1._,fdGLL"C`Ic)KI CIF �X tSTi I•lC:� VTI1.._.1't'lt`S �t-IC�V�I� - t 5 �. PP � X t M, ATC-.. t"�-��. G�i�.l'1C"�1�Tb'i� t � ' aPC�t�l5113 E Fes. LOCI .�.T 11�G� 4� HERMIT COUNTER � I D)td� c��1 SATE t�1Lt.-�AitJ,4N� L�5 r ,Ae7r or Tt4 E " u N c.� �e o� tom'' C:c3►.i �� �-n of l c� r- � � _ % -Y' I.1E,. t rX I �T1 �.1. <n � � "�'� , i T r<! t L1._ ttc�r' � C.o>`l s � ►» c:., D Rio. dote By .Revision -- o I ►-1 P t Vy 10 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - `�� het � 1 t�e Z:�TCFM CFZAN4��� nAQJ l\ t�iazau ►� c� -ter" 339 ,v°` \ A Gon1G�"rE. t..�=5 I 3101 5Q . ri. -ram I .A � V(Cos Sheet No. F,eoM Tly3t Z - IP 1 F'E ` ► > TC1,1`M C>Q 1.._C:Q C TU �, _3�� 8? E*1 0', .4- 0#0thPLAN y- �3 ,�ce Project .�.- ��.s.,..• C� �� L-r- 4>F Z-4 " d> Pi ee_ z 30 � F ��''� Date Drawn by � i r,-7 4ufRGW,-,�/I �y�" 5za � S sln�evli 1-111111we�e MAR "TIT CoyA�Tbr,7 STR `£I FILE