Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 1601 R Avenue
G1T 0 ., City of Anacortes Permit#: BLD-2008-0572 904 6th Street Issue date: 12/09/2008 P.O.Box 547'O Expire date: 1 210 9/2 0 0 9 Anacortes, WA 98221-0547 w+ (360) 293-1901 Job Address: 1601 RAVE Permit Type: Mechanical Permit ANACORTES WA 98221-2276 Project: APN: P32948 Remarks: Install Air Conditioning Unit Owner: NORTHWEST EDUCATIONAL SERVICE Contractor: DIAMOND B CONSTRUCTORS Address: 1601 RAVE Address: 3436 AIRPORT DR ANACORTES WA 98221-2276 BELLINGHAM WA 98226-8068 Phone: Phone: (360)734-3600 License#: General Information: Fees: #of Air Conditioning Units 1 Mechanical Permit Fees 34.15 Total Calculated: 34.15 Deposits/Receipts: 0.00 Total Due: 34.15 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY :6�'� 5 O . City of Anacortes Permit#: BLD-2003-8809 904 6th Street Issue date: 07/03/2003 ." ..1,0#41‘0111110;"" P.O.Box 547 Expire date: 07/02/2004 `S" 'CO' Anacortes, WA 98221-0547 k (360)293-1901 Job Address: 1601 RAVE ANACORTES WA 98221 APN: P32948 Permit Type: Fire Sprinkler Permit Project: Remarks: Modify sprinkler system for space alterations. Applicant: COMMERCIAL FIRE PROTECTION Owner: SUN SYSTEMS INC Address: PO BOX 128 Address: 1601 RAVE MOUNT VERNON, WA 98273 ANACORTES WA 98221 Phone: Phone: Contractor: COMMERCIAL FIRE PROTECTION INC Addressr: PO BOX 128 MOUNT VERNON WA 98273 Phone: (360)848-9093 License#: COMMEFP132MM General Information: Fees: Building Valuation 5000 Building Permit Fee 90.00 Plan Review Fee 58.50 State Building Code Fee 4.50 Total Calculated: 153.00 Deposits/Receipts: 0.00 a o :� t .% c-D u- > in " '% * c cu. , ;3) ,+f Total Due: 153.00 -f '-- ^� .. .,,E •.. , ;� o °�.-i -` ^-i in . ;. 1+ C^. , c_ . -E J .� , a'FF .R�3 j -F Y 1 CV # - 'F .h [ill 'f (p S (' _ J a _ -t r., CC + — . * _ TL j -It 3 ' * .J N H .a n A -- al _ a _c E 3f C G s U { 4- CJ .r x 4 m Cr -R - If .0 CU .4 + - THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. Ap icant Signature Issued by PAGE 1 OF 1 Y .A G C) ANACORTES PLANNING St COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 `'"`='- ' P.O.BOX 547, ANACOATES, WA 98221-0547 FAX (360) 293-1938 �+ 1891 .w� IAN MUNCE,DIRECTOR • EDWIN FRANK, BUILDING OFFICIAL • Email:ed@cityofonocortes.org June 24,2003 Tex Ladish,Facilities Manager SHS 1601 R Avenue Anacortes,WA 98221 RE: Building Uses 1601 R Avenue Dear Mr. Ladish, The proposed uses of office and meeting rooms for the building.4t 01' $t of ue is consistent with the building design,building code requirements,exiting requirements,and requires no separation between office uses or tenant space. If you require any further clarification,please feel free to contact me at 360-293-1901. Sincerely, CITY OF ANACORTES Don Measamer,Plans Examiner Dan Har)u,Assistant,.ire Chief 4 • ZT Y. 0 . City of Anacol.e)S Permit/ ) BLD-2003-8765 904 6th Street Issue date: 06/24/2003 tuallibrifrP.O.Box 547 a Expire date: 06/23/2004 �' CO Anacortes, WA 98221-0547 r.9L,affi_ Job Address: 1601 RAVE ANACORTES WA 98221 APN: P32948 Permit Type: Commercial Repair/Alter Permit Project: Remarks: Interior tenant improvements Applicant: SHARED HEALTHCARE SYSTEMS Owner: SHARED HEALTHCARE SYSTEMS Address: 1601 RAVE Address: 1601 RAVE ANACORTES,WA 98221 ANACORTES WA 98221 I Phone: Phone: Contractor: FISHER&SONS Addressr: 625 FISHER LN BURLINGTON WA 98221 Phone: (360)757-4094 License#: General Information: Fees: Building Valuation 90000 Building Permit Fee 746.00 State Building Code Fee 4.50 Plan Review Fee 484.90 Total Calculated: 1,235.40 * v + Deposits/Receipts: 0.00 n m 4 c . 4 o O Cr) 4 `� N 4 = in * 4 CO Total Due: 1,235.40 ,- N .. it E3 ER .:. N * x 1E 4 { µ '-'V T 14E '' -t Ct) .- 4 * H3 rt r- N -4- * ` ' I w ff3 % y- e CO 4 c 4 _ rt V J O C { * V Yy' -X. 4- J '%' >. 4p .c--D. -J CV -4N-CD - i 4 CO * X* . F O = N F N . i-x4 4I Z isi 4 4 { 1 ' -%- 'O C * -IF ' O - 4 1 4 -4 0 II 4 +-%F I{ i N 4 44,- U, _, ',- 'Z 44- + E 4 S -3E - Y. a Q x N I U al.- ' W > ,0 4 2 0 4 CU 4 - "F Z CV CC 4 [U Cc � # LL Q 0 .„ Y CO '1F 4 L ,O th %I CU "F 1.___ I-- * C." U L.0 * 4 0.) 4-1 a n.;« (CI 4t O\is a) # n N C ^J D) O # _ _ C i QJ THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF ..,- OW -.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH W{ / SPECIFIarI:E R�INCLUDING CALLS FOR INSPECTIONS. ' Applicant Signature Issued by I oanr I nr 1 I COUGHLINPORTERLUNDEEN • STRUCTURAL • CIVIL • SEISMIC ENGINEERING . 1 GATE E Arm.%wr r ( 4 Wig/3 BY, oTHE% —sk( 1 Ex. 2"'b FLOog .1 — — 1 N 1. H .I -1 t. 4 \ - — 1 . r z, I I EX. 4E am I 1 ( I E I II 1 I I f II a 1 I} EX. srL. i9 ( I I CoLUMOJ 'h I I 1 I II I ^_(,( P RN V1ELo r T, I h (sEE ATTAcust) Lx. stA(R LANDWG _ ` I 1 i %%,/fir'•• /f i�.J I _ H i ILI o g ig GATE SUPPORT A TT SI C14/VIEM T DETAIL 3/y = 11Lo't S - • Project Sun 14eoltkc. .ce Sy St<VAS Designed By:St B Date 15/03 Project No: Client: Checked By: Sheet of 217 PINE STREET•SUITE 300•SEATTLE,WA 98101 •P:206/343-0460•F:206/343.5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 11 y 7DP C. T30T. Silj, V (t'/z x 311z X e-$ (y) 'IZ' BOLTS cC%- e 5'ji'iy" a c. 311c. 3I6� 'hi"x3"xp • �-'l'�2 PLAT UIFw 3' I'-0„ W g 3 x u u 8 u° 1 1 Project Sun \{ea\4l'1Car2. S j)cc ns Designed By:Sw97 Date 6'6/ b3 Project No: Client: Checked By: Sheet of 217 PINE STREET•SUITE 300•SEATTLE,WA 98101 • P:206/343-0460• F:206/343-5691 //& (tapt 2 cog y _voRIA-e � h t9 v► nri�'1A �� am,pc �� c dal(4y oti P o1' b . ( r t>, 6 ® r ,caz -c " u s J n 9 0-9),1 rr c - o c:`s aQ S' a `> t'C t Tn cue%-S" Ate" l S jtekl c+^ e / J 4- 2 i (=a Ci-C3129S CatS9 ✓(-� (ML6J ,�� n,,. _. r✓�i Y o CITY OF ARIACORTES COMMUNITY DEVELOPMENT DEPARTMENT PERMIT coati - 904".6TH Mart CERTIFICATE OF.00CUPANCY 9 C 0"iA 4� kris is to Gerdy that the ooalpsaa hS twso -heir tooktbt_L s t and ii hereby'app'roued for use. . 1601 R Avenue • BLD-2003-8765 Addresser sN Northwest ISM*Posit� Educational Service District #189 M.m_r Sadie lie. SarSaiaayrlesrip. . SHS Moms Troe eresmwed.n TAe.fMesentir Same as Above CM! Address of Moons zing swam M.S aaOcapargtaad same c.m sMe.mBef Tenant Improvements for office space. . --- (kaptabnAmWmt hwrdiiir: . weMSMial / Mots Building Official Mn vTHIS Sp,11V y, p '- ' .rip IPOW AREA Revised 6-89 to et Nt , "i [<. llitY.RP,�y CITY OF ANACORTES COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER — 904.6TH STREET 7- grail CERTIFICATE OF OCCUPANCY CORK This is to certify that the occupancy listed hereon has been bispected and is hereby approved for use. 7.,.. Address of Budding/Premises Building Permit No. . .. .. \ ... C' . 1. .- f: _ ; Occupant Suite No. Business Bagisremn No. Owner Type of Construction TYPO of Ompay c YX, • Address of Owner Zoning District Maximum Occupancy Load Square Feet Statemeatotnesrictiona i i.is a .. .. -,.La .-. .1�. - ,n i�:P:o Inspection Apprise!: - Issued By: Fire Marshal Date Building Official Date THIS CERTIFICATE TO BE DISPLAYED IN PUBLIC AREA Revised 5-89 TO BE REMOVED ONLY BY THE BUILDING OFFICIAL =Gl 0E City of Anacortes Permit#: BLD-2003-8892 , 904 6th Street Issue date: 07/30/2003 P.O.Box 547 Expire date: 07/29/2004 rA A 0: Anacortes, WA 98221-0547 Job Address: 1601 RAVE ANACORTES WA 98221 APN: P32948 Permit Type: Sign Permit Project: Remarks: Construct new free standing sign. Applicant: SUN SYSTEMS INC Owner: SUN SYSTEMS INC Address: 1601 RAVE Address: 1601 RAVE ANACORTES,WA 98221 ANACORTES WA 98221 Phone: Phone: Contractor: Addressr: Phone: License#: General Information: Fees: Building Valuation 10700 Building Permit Fee 157.50 State Building Code Fee 4.50 Total Calculated: 162.00 Deposits/Receipts: 0.00 _C 4 4- 4 4 ^ Due:0 Total D I 4- —t. "' cr i ,t 4 4 4 0 0 162.00 — -k- N t' -%-* - - 'J-T ✓3 ' Lai 0 -r' - 4„ �. o I .M. y 4 -< ill ▪ G 4 II 4 Q Y t 4 " O � (4 L7 4 +4 ti f- 4 r Y St 04 -i -'t T U -,r 9- 4 f ,J '72 .4 T 01 4 z C.1 or4 -4-4 .- ,F T R' �_ 'E ,: C LL7 a, iO D O • _J L. Y Z :t- 1 Z _ 4 (J J y. iy l O _ if- 1— 4 c a Le zc F -- 1 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY ERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZ AGENT OF •,'• ER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH W TH R SPECI- N o• NOT, INCLUDING CALLS FOR INSPECTIONS. -. , 17 pv) _ Applicant Signature ' Issued by PGnr. I nr 1 1 YO .i� G; COMMUNITY DEVELOPMENT DEFT. ANt�CORTES PLANNING & PERMIT CENTER PH (360)293.1901 r� � 4> � P.O.BOX 547, ANACORTES, WA98221-0547 FAX (360) 293-1938 1891 .w IAN MUNCE,DIRECTOR • EDWIN FRANK, BUILDING OFFICIAL • Email:ed@cityofanacortes.org `9 tt COtt June 24,2003 Tex Ladish,Facilities Manager SHS R Avenue }):". Anacortes,WA 98221 (( )J) a Ana RE: Building Uses 1601 R Avenue Dear Mr.Ladish, The proposed uses of office and meeting rooms for the building at 1601 R Avenue is consistent with the building design,building code requirements,exiting requirements,and requires no separation between office uses or tenant space. If you require any further clarification,please feel free to contact me at 360-293-1901. Sincerely, CITY OF ANACORTES (DC. al grim Don Measamer,Plans Examiner Dan Harju,Assistant`:ire Chief Penn Air Conas, . Nir 311 4th Street N.E.Auburn,Washington 98002 aaBC Certified Agency (253) 939-4293 • Fax(253) 735-2970 PENNAC * 161 PW TEST AND BALANCE REPORT FOR PROJECT: SUN HEALTHCARE SYSTEMS, INC. LOCATION: ANACORTES,WASHINGTON ARCHITECT: MITHUN PARTNERS ENGINEER: SIDER& BYERS CONTRACTOR: BLYTHE PLUMBING & MATING, INC. PROJECT NUMBER: WA0377 BY: BLAINE GOMEZ This is to Certify that PENN AIR CONTROL, INC., has balanced the system described in accordance with the plans, specifications, and within the limitations of the equipment and installation. The testing, balancing, and adjusting has been performed in accordance with the standard requirements and procedures of the Associated Air Balance Council and the results of these tests are herein recorded. Associated Air Balance Council Certification #82-01-14 Date: FEBRUARY 18, 2000 AABC Certified TBE HERMAN PHILHOWER, PRESIDENT Members of Associated Air Balance Council Las Vegas,NV Los Angeles,CA Phoenix,AZ Puerto Rico San Francisco,CA San Diego,CA Seattle,WA Seoul,Korea (7702)221-9877 (714)220-9091 (602)438-2664 (787)850-1866 (707) 763-7155 (760) 744-2951 (253) 939-4293 011-822-3493-7983/4 4.74W •;I. r•((1/0;;;;31. ,•(4n,1�t1•��A• `r,<4iC1\i�.•••IPi., r:1%Sat•4i%i.tr 4 4 •'•�•M•r• Ci1j1'���.iApCi.,/•it SO;$iidi:•` .•\I ii Oiri.`r WA •••6�•i1111.., :\1/1�Nt yrd/T".....11�S��Si .�\=Z111�i iCh•At i�i1�i�1 1)* Aitit�� g %., ty �i�.Orpl�/m,.`\\h 4.90..101" u��1 41,1,1....., _! o.. :h A,i✓ 4NP,�• .,p,// 1 = �1 N, 0 r�\, f � It { 1 4011,111, Z )! I rt�, 1 5 �I p i ~\1�Z4Nstoi l N \ •a:V iO�i, s;� \\�11.✓.4J��`.i;%'"i// \1�511f(�VQA,I��\\...�ilih����ytn',r �'\\\���Vi�r4y ii!li'if�1\;51 �,Zl��ly.i l:.��'�gN��J i.,,,f ii \\�a711�Ei�,=,i���r�1 �/ w•ri�ri/ii ei` '�r.:41i ij/f/R��..•\`\ ^r1,�yYyi 4:0 1%\�':::;',V.'•'.f5!/o t\\ :,v.01,:�i0 ib1,4!1:w• \`_ •,�'0,11:o .Z,\:i '1� Aftin,0 \�\\•t}4,t1,1):1•/iii \1 45=g... •�11*-*\1 yM fr.'01 '?.a\\ );.,•7,71;,////� N\ t1%,:•,,r// .>\�\t,' 40,1/Net, Ui\ +iv 014-N \om://11e4::-. 0 '',.4/4,6* \\\ %,:t.. e,t .\lam ' .\`Z• W" s 0 t t1&.frld.Y.. t 1 e r lee /'_car.; i at `� +, `yy • ''s r �! o � r Ia oUrlipila g:i J11JIlU ;;AiUUU,I,UgliJaii U•lkaittigiUlrr ciaUIl i,:kInggI :.rnir ;p .� 0` + . , ' ' ' . ./vJ , t Cf % . > ]), I1 ;may .�)). jgip _ .:: , y5' , :>>iti ( {y;: p �•.KE: ._ AABC- National. ( \\ .M c i ..CtS - 7)) RC .. _ t -�= ) Performance Guaranty. :::I`T +5)) Pursuant to the agreement between (( ,,;;,:izi-teri •... • -N k 7) s ea ::✓,N--1:r.,�)) PENN AIR CONTROL, INC (� t v - •r.l h•Mlty TA) AABC Certified Testing&Balancing Agency ((- :ti.. ///i_ ;. ems 1 7, BLYTHE PLUMBING&HEATING,INC. ,. ."5s''•� ••ie'=' , ._: ) and .:*' '0< 3 _ --___ii 7)) Client (t .;-:`__r _ :• %f•C : 5)) (t ' : __r ••re %�<?.•4,.-j All systems shall be balanced in accordance with the plans and specifications and to the (( `�t •;;,;" y optimum performance capabilities of the equipment and design. Testing and balancing shall be 0 ,o, ONt.: I••"=` ?)) done in accordance with the standards published by the Associated Air Balance Council, (C %" sCr jj t e_ ) If for an reason,the A en listed above fails to com l with the s ecifications,with (C- .`='"`-'`•'14. ...fz: .: e l>^.%% <' ») the exception of termination of business by the Agency, equipment malfunction or inadequacy, <:i. or improper desi whichprevents proper balancingof the stems,the Associated Air Balance '`"':;• :.�,.�, ;:�)) � P P systems, • 1•»i>: ___cj) Council will provide supervisory personnel to assist the Agency to perform the work in i--� r1' accordance with AABC Standards. tt—- _ =�=s; ' —')) As part of this Performance Guaranty,the engineer or building owner may call upon t_ '_z c:.1%9 i ) AABC to assist him with any technical and/or field problems pertaining to the final balanced (L 4: . ,mot«E;_%'''t:" condition of stems. These services will be made available at no additional charge by the c� .: r_am 13-*' ;—)) above agency or by AABC National Headquarters. ;`: ) _ 59 5.:sj - • sta' :: ) Project Name: SUN HEALTHCARE SYSTEMS,INC. (t— %• �.-/ 1.,>1: } (( .;...tea?= , .:a a o::i )) Address: (< :;;?.N j:. 1 s ? C act.•. .%��:::�=G:::�?) ANACORTES,WASHINGTON -��-��.� if ti O.-?) Name of Engineer: SIDER&BYERS _ ""a `a >=ailitar• '`'a_ Engineering Firm: SIDER&BYERS ((_ „:'ter Nam: •.. ... )) Address: 0 ,. :` :c""': _)) Date: FEBRUARY 18,2000 """""""'��..011111.11111111r t ht ))TBE#: 82-01-14 . • ► (( "<__ -'ft�.Ne esi �'f". .`.=' sAILOILIONC Associated Air cam:` �' sf ry, : a, )) By: . : �/�_ / (t' a Balance Council %•...sp • P_I) ,f/f/'it/ 1 5' r� •r• :C Certified TBE AABC National Headquarters tr >�ti;;b>'i•. , ^�� ?) •N PHILHOWER,PRESIDENT t �/ ,;��__, 1 1518 K Street,N.W. ( '"''� '-�/:'�,,_, :�':.==_`: ) Washington D.C.20005 (( ='z-� �� 1-800-969-5222 (( - .:-_ •.• c�'__ e:SI '-0'••••!Q.^n.^r. •^•^n•^^..^..^�•n.n^....^..n^•^••�. ^n•^n.^r.^.^.•a i' •^.S•r.. •r�..^.^.GP.^.^\•^.^..n^.^�•�.n.i�.r/".- s:/'% unMrillml;mlmnilllmlmlmlminu ISTRI umRIP ,n;AIRIRRIF, cmlr.In1Ir!I nunururo;n IPWEIMISPI minun; ;„t _:. n'.t". ..td M / • ...\ - /0/;��'{ti;. \ ♦ /i/!/v:Y,',;: \ \ � //I ..•./t::: N \ `O/pn'r'i}::. H \ �Or/!i�t�'�'t;'r t \ \. ///,i+:,v:., A\ /,p;•�tt.,... N \ '/////i�yrdg:. \N_/.a1/.•.. - e\• V/.,�,..5.h i.o\\\ //,!i'r 5.fir\�\\ ///l.�:li'.%,yi�t�,,\`\\ //aryl�iy''S'iii};�v�,\\\�i//�{iYyyi)'i��`\\\ /�r(!yil{�1„1i,:\\`\V//i!'r..'..'ft�\\\ //�.'vyirVR�t \ i//%���>. sti`' vetypij/�y.��r�1i15\\\s�'$yy�etib.ioos r5� aicty$y;%/o"ov/i55r,,*,,N�efro iiP�'r�/ok,'�\lV/S•'„,,,,,i4,,1`s., /'?i'A'�5'r�',q,,c\`\ ,900,tim�515\,*e0,bi!ossi5 `t 4,0% -..:.i 1 c43-Yt11\�\� �/if�il��i�1111H�\\\\::''i�!i/i��j�/!.\f o,\\�..''>�/ii�i��i�1111\1\y:~i.:•./000,i!/,\I011\0,t,,•'iri✓i�/Pi•�•1�1\I\I10,t Igi/,Ij/leVO tjth`,1 losi/'P�S1st!thtN�\ it torisior p.,44111\\.::,1:140,Wkr.: 1 ,'1'4tttt itir y:'/.•�ttt�1�11;•' 110.0,41*\• ''9114��0/1:'"r •4:010:ttttl1i!\. '.A.�.�%t�44,4'�)\r •:Aiii.�ttltttlt)i). ••t:it•��jirnitr. yC����,tt�l 11„. `•1114���.;*. BUILDING PERMIT CITY OF ANACORTES PERMIT NO.: BLD2002-00074 P.O. BOX 547 APPLIED: 3/6/02 ANACORTES,WA 98221 ISSUED: 3/6/02 (360)293-1901 EXPIRES: 3/6/03 SITE ADDRESS: 1601 R ASSESSOR'S PARCEL NO.: P32959 PROJECT DESCRIPTION: Flag Pole Installation 25 feet OWNER CONTRACTOR SHARED HEALTHCARE SYSTEMS 1601 R AVENUE ANACORTES, WA 98221 Primary Phone: Primary Phone: Phone 1: 299-8558 Phone 1: License#: TYPE OF WORK: NEW AREA VALUE: $ 1,000.00 TYPE OF USE: OTH LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: ? 1ST FLR: sf ZONING: ? FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: 2: OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types CITY OF ANACORTES NUMBER OF UNITS: MUNICIPAL BUILDING 1: 2: STORIES: 904 61H STREET 3: 4: BUILDING HEIGHT: ft t3601 DEPARTM8 FINANCE DEPARTMENT REG-RECETM 1 :03 222m2 Sp Uttar CASHIER ID ar 06 2002 — FEES NOTES: ByDate Receipt Amount 1120 BUILDING PERMIT FE $31.25 — Type P 3042 DTOGU STATE BUILDI $4.50 PRMT MRD 3/6/02 $31.25 TOTAL DUE $35.75 STBC MRD 3/6/02 $4.50 RECEIVED FROM: — Total: $35.75 SUN HEALTHCARE SYSTEMS — OHECK: $35.75 — TOTAL TENDERED $35.75 00$0. I hereby acknowledge that I have read this permit and state that the abo - infi CHANGE DUE ply with all ordinances and state and federal laws regulating activities cop by 4 Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections -- CITY OF ANACORTES BUILDING PERMIT PERMIT NO.: BLD2001-00189 P.O. BOX 547 APPLIED: 6/19/01 ANACORTES, WA 98221 ISSUED: 6/19/01 (360)293-1901 EXPIRES: 6/19/02 SITE ADDRESS: 1601 R ASSESSOR'S PARCEL NO.: P32959 PROJECT DESCRIPTION: Plan review fee for changes to existing plans. OWNER CONTRACTOR SUN HEALTHCARE SYSTEMS 1601 R AVENUE ANACORTES,WA 98221 Primary Phone: Primary Phone: Phone 1: 299-4151 Phone 1: License#: TYPE OF WORK: AREA VALUE: TYPE OF USE: LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: ? FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: 2: OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types II m ® CO NUMBER OF UNITS: ®® {I CO CO 1: 2: STORIES: I I. M 4° .A 3: 4: BUILDING HEIGHT: =° II a a II sf o,= I—`-i -, II FW-{-4_=W0a II 1 FEES NOS O'LdPOt a II w W A w -- 5=1-- 16Y'1 E. {I(_ p w = 1 =W VIm,== II = ,x = "Type' ype By Date Receipt Amount I a J=fli II i -I • I ua.- ® .. H g g = co La 1 o��a-�w,-II HE IY I- IL = PRMT MRD 6/19/01 $70.50 I 0- fl i II a - W a �@ II c T - Total: $70.50 I "= wa® II4 = 0 JI W'_I II J J G = II = WJ I s'.4 II "� 1-4,::" .' I = OW W 0 w¢ i1 .-1 N w's = I hereby acknowledge that I have read this permit and state that the wove information is correct, and agree to comply with all ordinances and state and federal laws regulating activities cover by is per it. Issued by Applicant or wn�r's Vgnature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections e \j Y CITY OF ANACORTES COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER — 904-6TH STREET CERTIFICATE OF OCCUPANCY C O IR This is to certify that the occupancy listed hereon has been inspected and is hereby approved for use. Address of Building/Premises Building Permit No. de . l.t P4 Occupant Suite No Business Registration No. .• Ce:A - - . .. .. - 'd':rrjn 7,_J•..is .9 3'!� 'i'.pi'2f:.4t.. ;rAr.7 i}S•JttY^ t:• Owner Type of Construction Type of Occupancy i ) " r;a: Address of Owner Zoning District Maximum Occupancy Load r,-n - i�'� <,,�- • tax Square Feet ..� Statement of Restrictions qua._ 401 s1Lt.:, 'W .I^'C- ••, e,cm'ti ..._i. . .,7c =3 Sp rinc.,_?F it;^_..:-_ - -CC,7- :�.vG,. Inspection Apprival: Issued By: Fire Marshal - Date Building Official ' Date THIS CERTIFICATE TO BE DISPLAYED IN PUBLIC AREA Revised 5-89 TO BE REMOVED ONLY BY THE BUILDING OFFICIAL PO Box 40 Anacortes,WA 98221 360-299-8558 i a ' ' 360-299-0329 FAX Healthcare Information Systems TRANSMITTAL TO: Ian Munce/City of Anacortes FROM: Tex Ladish CC: PAGES: Three documents ADDRESS: P.O. Box 547,Anacortes, WA 98221 DATE: 09/14/00 RE: Restrictive Covenant Ian, Per our conversation, attached you will find the following: (1)Sept. 14, 00 SHS cover letter (2)August 31 , 00 DOE letter (3)Restrictive Covenant I look forward to your response once you have an opportunity to review the attached documents. Thank you, Tex Ladish Document 1 Page 1 II September 14, 2000 Healthcare Information Systems 1601 R Avenue PO Box 40 Anacartes,WA 98221 Mr. Ian Munce Director of Planning (360)299-8558 City of Anacortes (360)299.0329 fax wwwshs.com P.O. Box 547 Anacortes,Washington 98221 RE: Transmittal of Restrictive Covenant as Part of Completed Cleanup Action at the SHS.com(Shared Healthcare Systems)Property,R-Avenue and SeaFarer's Way Dear Ian, During 1998, Sun Healthcare Systems, now SHS.com (Shared Healthcare Systems), initiated the process to acquire and complete the cleanup of our property on R Avenue. As you are aware, we subsequently completed the purchase of the site and the development of our new campus. That work included building permits and a Shoreline permit administered by the City. As part of our site cleanup process, we entered the Department of Ecology's Voluntary Cleanup Program and developed a Cleanup Action Plan consistent with the requirements of the state's Model Toxics Control Act(WAC 173-340). Implementation of the Cleanup Action Plan has been completed, and a completion report has been forwarded to the Department of Ecology. Ecology has confirmed that the cleanup action is consisted with MTCA requirements and that the Department of Ecology is prepared to issue a No Further Action determination for soils at the site. As part of the cleanup action, we have recorded at the Skagit County Assessor's office a declaration of restrictive covenant. These restrictive covenants ensure the continued maintenance of the property as required in the Cleanup Action Plan. These restrictive covenants were developed in conjunction with the Department of Ecology and are consistent with the property zoning and our building and shoreline permits. A copy is attached for your files. We just realized that we are required by WAC 173-340-440(6) to notify and seek comment from the City of Anacortes Planning Department regarding this Restrictive Covenant. I would appreciate it if you would review and approve the attached Restrictive Covenant and provide a letter indicating your approval. If you have any questions,please contact me right away. Thank you! Si rely, n k Ne 9.4 Tex Ladish Director, Facilities Development cc: Ron Timm, Department of Ecology Joe Delaney, Foster Pepper& Shefelman Mark Larsen, ThermoRetec Consulting Corporation Project Files STATE iitt wi... {\i52 • Hy 1899� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, Washington 98008-5452 • (425) 649-7000 August 31, 2000 Mr. Tex Ladish Facility Director Shared Healthcare Systems, Inc. P.O. Box 40 Anacortes, WA. 98221 Dear Mr. Ladish: Re: Independent Remedial Action P Shared Healthcare Systems, Inc. facility, R Street and Seafarers Way, Anacortes, WA. The Toxics Cleanup Program has completed the review of the remedial action report(s) submitted for the referenced site and finds the available information adequate to make a final determination regarding the disposition of the site. The Department of Ecology (Ecology)is prepared to issue a No Further Action (NFA) determination, provided a Restrictive Covenant is filed with the Skagit County Assessor's or Recorders' office. The Model Toxics Control Act regulations, specifically WAC 173- 340-440(6) requires you to notify and seek comment from the City of Anacortes Planning Department, which is the department with land use planning authority for the real property subject to the Restrictive Covenant. Please provide Ecology with: 1. A notarized copy of the Restrictive Covenant once it has been recorded. Copies must be legible and the recording number must be evident. 2. A copy of the correspondence to, and the response from, the department with land use planning authority for the real property subject to the Restrictive Covenant. ® ie i�i1 T. Ladish 8/31/00 Page 2 Ecology must receive a notarized copy of the recorded Restrictive Covenant before issuance of the NFA. The NFA determination will automatically terminate if any portions of the Restrictive Covenant are violated. If you fail to record this Restrictive Covenant, Ecology will not issue its No Further Action determination and the site will continue to appear in future publications of the Confirmed &Suspected Contaminated Sites Report or the Leaking Underground Storage Tank(LUST) List, as appropriate. If the site does not currently appear on either, it will be added to the appropriate report. Please contact me at (425) 649-7185 if you have any questions regarding the process or the Restrictive Covenant. Sinc , W• Ronald W. Timm Toxics Cleanup Program RWT Cc: Mark Larsen, ThermoRetec Consulting Corp. ! ' , iAU6 27 '99 04:2SPM MI7 "'N PARTNERS P. 1/4 �� rC 1 To: Don Measamer From: Daniel Swaab Con any: City of AnacOrtes Project: Sun Healthcare Systems ' Fax it: 360-293-1938 Project#: 9806008 R x NR ? Data Sent August 27, 1999 Page 1 of 4 Re:Star to Storage Mezzanine. Don,l: ' ! Here>r are the square footages we had discussed on the phone. I was going to email them to you,b{it I thought it would be more clear if I faxed a little sketch to you as well. Sorry. .! Letsldiscuss this after you've had a chance to look it over. Have a nice weekend. \ /..— - a c"--1 j • D 1pSwaab Z1dr Partners Inc. 7 / 1 ii 9; ; cc: file G !' I Tex Ladish,SHS V 3„cytid V l • ; . 53\ M i I • �i I If MSS Partners, Inc. 414 Olive Way, Suite 500, Seattle, WA 98101 (206) 623-3344/FAX(206) 623-7005 i} I iL) F' .• 1 AUG' 27 '99 04:29PM MIT "N PARTNERS P.2/4 M1"Nw1/441 RaRTma • . not torso es ., go MEzzAn1uNE ~LADDER & ROO MECH. DUCT I HATCH ABOVE SEE MECHANICAL e r LADDER0.H.Hiri t TO 'MEZZ, � & 1FOW LINE OF �e'df -Ni. ME21 � � BA` ' lii Ie:070\� ME • l HALL v / ,.:.\�p S xox I ,...... 4 , D DN IIIII%'`, /. + IIIIId COMP. "� EQUIPMENT. N.I.C. 1 • OATERI oR off' DTI RE tlATA rst4ER' Gu N)Y z' ' MA TATA R.00il AUG 27 '99 04:29PM MIT\ I PARTNERS - 1 P.3/4 ` 4 *API+OarSY`'� Mies "4WIf' s LAbDeE Lew LADDER WITH CAGE TO ROOF HATCH ABOVE IMP __ f;;%'�� OPEN TOef `�I `�3 ;® BELOW ' a STOREFRONT STEEL LADDER WINDOW. TYP. OPEN TO . DN TO 2ND R. SEE ELEV.\SEE ELEV. ,BELOW ids G, • •' � - G , " VERT. DUCT, � Ar \, ' �� TYP. - SEE MECH. • STAIR EDGE OF \ gWT: BELOW BELOW • ettaReArr M&zzuNE AUG 27 '99 04:29PM MITE; \ PARTNERS P 4/4 4vN I60011C, C MS C MTitu,J Fieirriatrao IbO* if ''w " (4 to L.' _eF�'�r,/ alarm • LADDER WITH �� `�-- CAGE TO ROOF HATCH ABOVE l \ OPEN TO \i bO BELOW _ ' STOREFRONT WINDOW. TYp. OPEN O 1`i �tu STEEL LADDER SEE ELEV. %� A DN TO 2ND FLR. a. TerArq5 -1t PTMECHle il \ der T L Lt, . A%wiatiel EDGE OF •' ill� JW BELOW lliod•• 'flAR, 7b Ala AIM; Men. vev , Rein.044 Wopj*et: Mtszszont•t r e / i COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM1999-00064 P.O. BOX 547 APPLIED: 99-06-28 ANACORTES, WA 98221 ISSUED: 99-06-29 (360)293-1901 EXPIRES: 00-06-29 SITE ADDRESS: 1601 R ASSESSOR'S PARCEL NO.: P32959 PROJECT DESCRIPTION: Add Plumbing and Mechanical to building. OWNER CONTRACTOR LENDER SUN HEALTHCARE SYSTEMS BLYTHE PLUMBING&HEATING,INC P.O.BOX 40 2201 HUMBOLDT STREET ANACORTES,WA 98221 BELLINGHAM,WA 98225 299.4151 360-733-7810 LIC BLYTHI'235LO TYPE OF WORK: NEW AREA(SF) VALU: FEES TYPE OF USE: COM LOT: REQUIRED SETBACKS CENSUS CATEGORY: 1ST FLR: FRONT: Type By Date Receipt Amount ZONING: 2ND FLR: SIDE(1): PLCK MRD 99-06-29 10269 $47.50 ? BASEMENT: SIDE(2): PMEC MRD 99-06-29 10269 $402.75 OCCUPANCY GROUP: GAR/CARPORT: REAR: PPLM MRD 99-06-29 10269 $447.00 OTHER: REQUIRED PARKING Total $897.25 TYPE OF CONSTRUCTION: TOTAL: NUMBER OF UNITS: ACCESSIBLE: OCCUPANT LOAD: STORIES: COMPACT: BUILDING HEIGHT: IMPRV SURF: MechanicalEquipment Plumbing Fixtures Equipment Type Quantit Fixture Type Quanti Air Handling Units 4 Clothes Dryers 1 Ventilation Fans. . . . . . . 43 " " " . " . Exhaust Hoods . 1 Gas Outlets , 3 none . . . . .. . . . . . . . ... . . . . . . . .. . . . . . (additional fixtures not listed here) I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. rr Pfivi-up areAtor i Issued by A• • !cant or Owner's ignature 24 Hour Notice Required For All Inspections 02/24/99 07:13 KEVIN P. WELCH i 206 293 1938 NO, 108 P01 t L PO Box 40 Anamrtes,Washington 98221 f 360-2994558 SUN HEALTHCARE 360-299-0329 fax SYSTEMS, INC Memo To: Don Measamer VIA FAX ONLY 293.1938 City of Anacortes 1 page total From: Tex Laden Date: 02/23/99 Don, This memo is to confirm that Sun Healthcare Systems requests a 1 112"water meter for our new facility. I have confirmed with our mechanical engineer that this adequately meets our needs. Please recalculate our sewer fee. I request that you forward back to me via FAX the new fee amount printout. Thank you, 47.0)Z 40e-fa Tex Ladish r H. d re r haprk ulMeme water mete,dac•Page 1 Director of Public Works To: Ian M ce, Directo r of Planning and Community Development From: % ;!mberton, Director of Public Works Date: 17 16/99 Re: Sun Systems Storm Water GFC Per our earlier conversation and after reviewing Mr. Brad Furlong's letter dated February 2, 1999, I would agree that it is appropriate to waive the GFC for Sun Health Care Systems new research and development campus located in the South Harbor short plat. The general facilities charge would calculate to approximately $55,000.00 for this project. This figure is offset by the easement being provided to the City for handling surface water runoff from the Q Avenue drainage basin and by the fact that Sun Systems surface water will not directly impact any existing City facilities. If this approach is consistent with your understanding with this particular project, please let me know and I will respond to Mr. Furlong. In that the drainage easement referenced above is to be tumed over to the City of Anacortes for maintenance and operation, and in light of the fact that Sun Systems does benefit from storm water maintenance performed on streets serving the development, the monthly fee should not be waived. •Page 1 Before the Planning Commission, City of Anacortes Shoreline Management Substantial Development Permit Application by Sun Systems, Inc. Shoreline Permit# 242 1Z Y c).<4 ''a ;n Findings of Fact and Conclusions of Law and Decision Thereon FINDINGS OF FACT 1. General Background 1.1 Anacortes Planning Director has been designated the Shorelines "Administrator" and "Environmental Officer" for the City of Anacortes Shoreline Management Master Plan, Section 5 - Definitions, Appendix C. 1.2 Under Section 11: Permit Procedure, d) "Not more than 5 working days after the 30 day review period, or following a hearing, if necessary, the Environmental Officer shall recommend approval or denial of the permit to the Planning Commission who shall approve or deny the permit at their next meeting. If the Planning Commission does not act on the permit the decision of the Environmental Officer shall stand." 1.3 Application was made on July 19, 1998 for a Shoreline Substantial Development Conditional/Special Use Permit for the development of a software campus with ancillary facilities including childcare center, fitness center, and kayak rental facility on approximately 8 acres. The property is generally located south of the Cap Sante Boat Basin, west of and adjacent to South Harbor Park, NE '/< of Section 19, Township 35 North, Range 2 East, City of Anacortes, Skagit County, Washington. The JARPA application is Exhibit 1. 1.3.1 The site plan and vicinity map are Attachment A (1 page) and Attachment B (3 pages) to Exhibit 1. The "site" as used herein refers to Lot 2 as depicted on the application for Short Plat Approval submitted by the Port of Anacortes, No. 98-003. 1.4 The proposed project is located on Fidaigo Bay. 1.5 The property involved is the subject of a Short Plat to divide the Port property. Exhibit 2 is the proposed Short Plat map. Exhibit 3 includes the draft Short Plat staff conditions. 2. State Environmental Policy Act 2.1 A Mitigated Determination of Nonsignificance (hereinafter MDNS") was issued for this project on July 24, 1998 by the City of Anacortes, the SEPA lead agency. Exhibit 4. 2.2 This lead agency determined that the Sun Systems proposal does not have a probable significant adverse impact on the environment provided that the conditions set-out below are satisfied. Accordingly, an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 1. Sun Systems shall work with the Port of Anacortes, in consultation with the Washington Department of Ecology, to develop a cleanup plan as a voluntary action under the Model Toxics Control Act to address site contamination. Sun Systems shall implement the cleanup plan as it redevelops the site. 2.3 The MDNS was made available for public comment on July 24, 1998, and mailed to the following agency with a deadline for public comment of September 5, 1998: State Department of Ecology, State Department of Fish and Wildlife, and State Department of Natural Resources. 2.3.1 One letter of comment was received in response to this MDNS. Exhibit 5: September 4, 1998 letter from Department of Ecology. 2.4 The MDNS was published in the Anacortes American on July 29, 1998 and August 5, 1998, again with a deadline for public comment of September 5, 1998. 2.5 The MDNS was posted on the project site. 3.0 Notice 3.1 Section 11: "Permit Procedure", page 6, item b) of the Shoreline Master Plan with regard to Public Notice states, in part: "Upon receipt of the application, the Environmental Officer shall instruct the applicant to publish notices of the application once a week for two consecutive weeks in a newspaper of general circulation in the City of Anacortes. In addition, the Environmental Officer shall post at least four copies of the notice prominently on the subject property or in conspicuous public places within 300 feet thereof. Within thirty days of the final publication of notice, any interested person may submit his views upon the application, in writing, to the Environmental Officer." 3.2 Notice of Shoreline Substantial Development/Conditional/Special UseNariance Application, Notice of Completeness and Notice of Public Hearing were published in the Anacortes American on July 29, 1998 and August 5, 1998 and four copies of the Notice were posted on the site and copies were also posted at the Municipal Building, Library and Post Office on August 6, 1998. 3.2.1 One letter of comment was received in response to this Notice: Exhibit 6: September 3, 1998 letter from Dan Dingfield, MJB Properties. 3.2.2 Written staff comments were received and incorporated into these Findings as follows: Shoreline Permit#242 2 The application was received on July 19, 1998 and distributed to City staff on July 20, 1998 requesting that the Planning Department be notified of any additional information needed to evaluate the application. No additional Information was requested. The application was determined to be complete and the applicant notified. On August 4, 1998 staff met to make recommendations on merits of the application. Proposed conditions 1, 2, and 3 are standard conditions. (Proposed conditions 4 - 9 address public access element and erosion control concerns raised by the Department of Ecology — See Exhibit 5. Additionally, street and utility development are addressed in the staff's draft short plat findings— See Exhibit 3.) It is noted that additional issues will be addressed in City staffs review of the Building Permit Application that will follow on from approval, if granted, of this application. 3.3 The 30-day review period for this project ended on September 5, 1998. The Environmental Officer forwarded Findings of Fact and Conclusions of Law to the Planning Commission. The Planning Commission reviewed this permit on September 16, 1998 and voted to approve the project subject to the conditions outlined on page 6. 4.0 Shoreline Master Plan 4.1 The subject property is in a shoreline area designated as Urban 1 by the Shoreline Master Plan for the City of Anacortes. 4.1.1 Urban I designation is primarily for those areas which are heavily developed for industrial purposes and those which are appropriate for industrial purposes. The intent of the designation is to provide for efficient utilization of suitable shoreline areas for water dependent commerce and industry. Uses include, but are not limited to: port facilities, and public and private tug and barge companies; ship construction or repair facilities; pulp and paper, lumber and plywood mills and other manufacturing facilities requiring water transport and waterous effluent or intake; fish processing plants; petroleum handling and processing plants requiring water transport; sand and gravel companies which require water transport. 4.1.2 The water area fronting the project to the north and east is currently in use for marina/small boat activities. Further, the shoreline areas between this project and the water area are currently in use for park/fishing terminal parking. 4.2 The applicable goals and policies of the Shoreline Master Plan have been met by this application as conditioned. • 4.2.1 GOALS AND OBJECTIVES SHORELINE USE ELEMENT GOAL: Shorelines are to be managed and activities coordinated in order to reserve long term multiple benefits for the various shoreline resources. Objective: Develop existing public view and access easements, and pursue additional public and private access opportunities. 4.2.1.1 This project will provide improved access opportunities for both the public and for private businesses located at the Sun Systems Industrial Park campus. If ECONOMIC DEVELOPMENT ELEMENT Shoreline Permit#242 3 OBJECTIVE: Maintain and improve existing water quality to make waters attractive to recreation users, and where appropriate, encourage uses complimentary and compatible to recreational development. 4.2.1.2 This project provides the biofiltration design necessary to maintain water quality. This is addressed in Condition No. 7. Further, the water areas fronting the project to the north and east are currently in use for marina, retail, and small boat activities, and the shoreline areas between this project and the water area are currently in use for park and fishing terminal parking. Ill PUBLIC ACCESS ELEMENT GOAL: Increase public physical and visual access to shorelines. GOAL: Increase uses and activities which attract public to shorelines. 4.2.1.3 This project will provide improved access opportunities for both the public and for private businesses located at the Sun Systems Industrial park campus. 4.2.2. SECTION 20: Use-Activity Policies and Regulations 18) RECREATION: Recreation and refreshment of body and mind through forms of play, sports, relaxation, amusement or contemplation. Policies a. Public recreation facilities should be planned and designed to augment and enhance private recreation facilities and vice-versa. b. Unique shoreline recreational areas and vistas shall be preserved for future generations. c. Recreational planning and development should recognize the wide variety of needs generated by the diverse local and regional population. Regulations a. Commercial recreational developments shall conform to relevant regulations contained in this Master Plan. b. Recreational development shall not unduly burden or create conflicts with adjacent shoreline uses. c. Recreational developments, public and private, shall be located, constructed, and operated so as not to be a hazard to public health and safety nor should they materially interfere with normal public use of the water and shorelines. 4.2.2.1 This project, as conditioned below, supports both the Policies and Regulations of Section 18, Recreation. 5.0 Zoning Ordinance 5.1 The City Zoning Map establishes zone boundaries and the City Zoning Ordinance establishes (1) the permitted use of land in the various zones and (2) development standards. The subject property is in an area designated as both Commercial Marine (CM) and Industrial (I) by the Anacortes Zoning Ordinance. 5.2 The subject property is in an Industrial Use District (I), Chapter 17.17 of the Anacortes Municipal Code, Title 17, Zoning. 5.2.1 Section 17.17.010 - "Purpose" states: The Industrial District is intended primarily for heavy manufacturing and closely related uses. To avoid unnecessary regulations on heavy Shoreline Permit#242 4 manufacturing, regulations for this district are intended to provide protection principally against effects harmful to other districts and to buffer industry from complaints from adjacent areas. 5.2.2 Section 17.17.020 - "Permitted Uses" states: "Any industrial, research and development centers, office, park, repair, warehousing, processing, and shipping terminal uses provided that such uses are of such a nature that they do not inflict upon neighboring districts smoke, dirt, noise, vibrations, odor, glare, or other nuisances or hazards detrimental to the health, welfare, and safety of persons occupying or visiting the district or adjacent districts. 5.2.3 These general purposes and uses as set forth in Section 17.17.010 and 17.17.020, as conditioned below, have been met by this proposal. 5.3. The subject property is subject to the following Zoning ordinance mandates: "All uses abutting the water shall provide a walkway that will constitute a segment of a continuous, publicly-accessible esplanade; the walkway shall be at least 10 feet wide". (AMC 17.17.110) 5.4.1 This walkway is addressed in Condition No. 9 on page 6. 6.0 Findings of Fact 1. The requirements of the State Environmental Policy Act have been complied with. 2. The Public Notice requirements of the Shoreline Management Act have been complied with. 3. The project is consistent with the shoreline designation and general goals and objectives of the Anacortes Shoreline Master Plan. 4. The proposed use will not have a significant adverse effect on the environment or adjacent or nearby uses, and in fact will bring additional benefits in line with the shoreline designation of the site. 5. The proposed use will be consistent with the policies and general intent of this master plan. 6. The proposed use will not only not interfere with the public use of the shorelines but will increase public access to the shorelines of the state. 7. The location, design and appearance of the proposed development will be compatible with surrounding uses. Shoreline Permit#242 5 7.0 Conclusions Shoreline Substantial Development Permit# 242 should be issued to the Sun Systems, Inc. for the construction of a software campus at 14th Place. The permit is issued subject to the following conditions: 1. A building permit shall be secured from the City of Anacortes prior to any construction activity authorized by this permit being begun, provided the applicant and/or its contractors may engage in all activities related to environmental analysis and/or remediation prior to issuance of a building permit. 2. The scope of the project shall not exceed that as set-out in the shoreline application (including attachments) and the accompanying SEPA Checklist (including attachments); in the case of any conflict between these conditions and the application documents these conditions shall control. 3. Any violation of this permit and its conditions shall constitute a violation of the State Shorelines Management Act and its regulations and be subject to its penalties. 4. The kayak facility shall be open to the public and shall provide safe access to the water for non-motorized watercraft. 5. Sun Systems shall work with the Port of Anacortes, in consultation with the Washington Department of Ecology, to develop a cleanup plan as a voluntary action under the Model Toxics Control Act to address site contamination. Sun Systems shalt implement the cleanup plan that relates to the site as it redevelops the site. 6. Surface water management controls shall be implemented to the City Engineer's specifications/Ordinance#2441. 7. During site development erosion control measures shall be followed as required by the City Engineer, and any proposed shore protection work shall incorporate bioengineering elements. 8. 14T" Place and "R" Avenue shall be constructed to full City standards except for the temporary turn around on "R" Avenue (this shall be approved by the City Engineer) and except for sidewalks on the north side of 14th Place and on the south side of 14th Place east of"R" Avenue. 9. An Esplanade in South Harbor Park shall be extended to the park's south boundary and extended to the south property line of the site. The extension shall be constructed of concrete to a width of ten feet. 10. The top of each landscaping berm shall not be more than four feet higher than the adjacent sidewalk. 11. No structures or landscaping shall be installed/maintained through Lot 2 to a height over four feet along a twenty-foot wide corridor extending eastward from the 15' street right of way. �.-<..- VI t;Ian S. Munce, Shorelines Administrator Da Shoreline Permit # 242 6 T Acowcfr SHORELINE MANAGEMENT ACT PERMIT DATA SHEET AND TRANSMITTAL LETTER FROM: PLANNING DEPARTMENT TO: DEPARTMENT OF ECOLOGY CITY OF ANACORTES ATTN: SHORELINE PERMIT REVIEWER P.O. Box 547 NORTHWEST REGIONAL OFFICE ANACORTES, WA 98221 3190 160TH AVENUE SE BELLEVUE, WA 98008-5452 DATE OF TRANSMITTAL: SEPTEMBER 17, 1998 DATE OF RECEIPT: TYPE OF PERMIT: SUBSTANTIAL DEVELOPMENT* CONDITIONAL USE❑ VARIANCE 0 REVISION 0 SPECIAL ❑ (FILL) LOCAL GOVERNMENT DECISION: APPROVAL CONDITIONAL APPROVAL 0 DENIAL 0 APPLICANT INFORMATION APPLICANT'S REPRESENTATIVE: NAME: SUN SYSTEMS, INC. NAME: NICOLE FAGHIN P.G. Box 40 REID MIDDLETON, INC. ADDRESS: ANACORTES, WA 98221 ADDRESS: 728 134TM ST. SW EVERETT, WA 98204 soNE(S) (360) 299-0329 PHONE(s) (425) 741-3800 %S THE APPLICANT THE PROPERTY OWNER? YES NO LOCATION OF THE PROPERTY: (SECTION, TOWNSHIP AND RANGE TO THE NEAREST 1/4, 1/4 SECTION OR LATITUDE AND LONGITUDE, AND A STREET ADDRESS WHERE AVAILABLE) NE %OF SECTION 19, TowNSHIP 35 NORTH, RANGE 2 EAST, GENERALLY SOUTH OF THE CAP SANTE BOAT BASIN, WEST OF AND ADJACENT TO SOUTH HARBOR PARK, ANACORTES, SKAGIT COUNTY WATER BODY NAME: FIDALGO BAY SHORELINE OF STATEWIDE SIGNIFICANCE: YES❑ NOV ENVIRONMENT DESIGNATION: URBAN I DESCRIPTION CF PROJECT: (SUMMARY OF THE INTENDED USE OR PROJECT PURPOSE) THE PROPOSED ?RO.ECT iS A SOFTWARE CAMPUS WITH ANCILLARY FACILITIES INCLUDING A CHILDCARE CENTER, FITNESS CENTER AND KAYAK RENTAL FACILITY. THE SITE IS APPROXIMATELY 8 ACRES NOTICE OF APPLICATION DATE: JULY 19, 1998 FINAL DECISION DATE: SEPTEMBER 16, 1998 BY: ,1 -R- !AN S. MUNCE, PLANNING DIRECTOR(360) 299-1942 9/30/96(CH,173-27 WAC--P.15) r>Gtiz Y ° � `,9cOR`S�I. Shoreline Management Act of 1971 Permit for Shoreline Management Substantial Development Conditional Use or Variance Type of Action X Substantial Development Application No: 242 Conditional Use Permit Administering Agency: City of Anacortes Variance Permit Date Received: July 19, 1998 Special Use Approved: yes Date: September 16, 1998 Pursuant to Chapter 90.58 RCW, a permit is hereby granted to: Name and Address of Applicant: Sun Systems, Inc. P.O. Box 40 Anacortes, WA 98221 to undertake the following development (please be specific) The proposed project is a software campus with ancillary facilities including a childcare center, fitness center and kayak rental facility. The site is approximately 8 acres. upon the following property (please list the legal description, i.e., section to the nearest quarter section, township, range) NE A of Section 19, Township 35 North, Range 2 East, generally south of the Cap Sante Boat Basin, west of and adjacent to South Harbor Park, Anacortes, Skagit County within Fidalgo Bay and/or its associated wetlands. The project will not be within shorelines of statewide significance (RCW 90.58.030). The project will be located within an Urban I (shoreline area) designation. The following master program provisions are applicable to this development (state the master program section or page number.) If a conditional use or variance, also identify the portion of the master program which provides that the proposed use may be a conditional use, or that portion of the master program being varied. (See Shoreline Administrator's "Findings of Fact") Shoreline Permit#242 Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions: 1. A building permit shall be secured from the City of Anacortes prior to any construction activity authorized by this permit being begun, provided the applicant and/or its contractors may engage in all activities related to environmental analysis and/or remediation prior to issuance of a building permit. 2. The scope of the project shall not exceed that as set-out in the shoreline application (including attachments) and the accompanying SEPA Checklist (including attachments); in the case of any conflict between these conditions and the application documents these conditions shall control. 3. Any violation of this permit and its conditions shall constitute a violation of the State Shorelines Management Act and its regulations and be subject to its penalties. 4. The kayak facility shall be open to the public and shall provide safe access to the water for non-motorized watercraft. 5. Sun Systems shall work with the Port of Anacortes, in consultation with the Washington Department of Ecology, to develop a cleanup plan as a voluntary action under the Model Toxics Control Act to address site contamination. Sun Systems shall implement the cleanup plan that relates to the site as it redevelops the site. 6. Surface water management controls shall be implemented to the City Engineer's specifications/Ordinance #2441. 7. During site development erosion control measures shall be followed as required by the City Engineer, and any proposed shore protection work shall incorporate bioengineering elements. 8. 14T" Place and "R" Avenue shall be constructed to full City standards except for the temporary turn around on "R" Avenue (this shall be approved by the City Engineer) and except for sidewalks on the north side of 14th Place and on the south side of 14th Place east of"R" Avenue. 9. An Esplanade in South Harbor Park shall be extended to the park's south boundary and extended to the south property line of the site. The extension shall be constructed of concrete to a width of ten feet. 10. The top of each landscaping berm shall not be more than four feet higher than the adjacent sidewalk. 11. No structures or landscaping shall be installed/maintained through Lot 2 to a height over four feet along a twenty-foot wide corridor extending eastward from the 15th street right of way. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. 2 Shoreline Permit#242 Construction pursuant to this permit will not begin or is not authorized until thirty days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-14-090, or until all review proceedings initiated within thirty days from the date of such filing have terminated: Except as provided in RCW 90.58.140(5)(a)(b)(c). Ian S. Munce, Shorelines Administrator Dat This section for department use only in regard to a Conditional Use or Variance Permit Date received by the Department Approved Denied This conditional use/variance permit is approved by the Department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date 3 ATTACHMENT A TO EXHIBIT 1 ---- - --- 18 I T 4TH STREET 1W W 6TH ST Lv 9TI-, ST / tAt;;- 40/A ' � W 12TH STREET `� --- r �' '�f�/ ------- � i 15TH STREET 4114° ► :?141, 'iPI► CITY OF ANACORTES / r 0' ` - :; • I► • uIrHUN Sun Systems. Inc. 'Or VICINITY VAC South Basin Site , . Not To Scale 98060 7_1_98 1/0 . __,-- , + I j 1 ATTACHMENT B TO EXHIBIT 1 ! =it— I i t �/" t:L\ I NET _T!7RAGE 4! _ M / r..%j i. h 11 = ,,,,,,,,,...`.-.�..,... .udl! 'i!'a ernfi i - s_royfr-r-w..- ,--n '+^l+'rv__f_.._y—f-i• -vy . _ r` i.. -_i. .•,_7SVTi Cu_Rtc_=o;' a4 �,` cl ! l -1. , .�+`" i . . ^L1 I1 = I11 ; .1 I 1 !.1i I II • ! _ " ; ; I ? i- - -'+ tran pM1 I y 1J N rc.' �f('!/ 1 / 4."<a�J--�_ _.,y_ _ i- 1,. _ --L, Rya, i - uy- t_- i i ,.;1 'I t'�\, i I • IL ict ` \-vc�waw-ma.c \' / `\ iy-cy.trivyl i 1(I�. .I u c 'u: u��_• , % 11 ;\\\*,„`\\\:,} 1\, FIDALGO BAY. _i I wa¢nan V�5 i i It _u I I If T'1 rr d,41. } \>",\i`:\\ .•. ` , ! / / J. �I - 1 ccicicca'kk Fc p kc t�' , ' Grua` i;\\\\gt art: I it /� I, Iv j / r".I ..aac � arn¢�p 1 .v'r �\ \\. .����`. i! _ i f rave ,, \\ ''1 V• � It • '• !il• i� i I - cicicccic`,' c41c Icccccec ,, ;) 4t'� { nec, ' , rY<;; 11\, I �dl`''a: \ ;\ , i 1 , , ! ,'It I i // / ' ru ' ��4'' Y a ' -/ l , 1 1 11 �\ mu O!`\��•1 \ i;w,1x+unxiumucxmuxm, Itl %/r \ 4 1 ` 1 1 1 I.I.I 1 \ r�, rm •m mnw • Y 1 AN:CORTES " rr 11" } ' 11 I / t )� II uit I '1 I Imil I \ V 1 -1:/ l' 8!"l 1 1 II i iI LJ I; I / lir 1 i . Attt ..i. \ . ,, it IJ1 !1M — Ii`1 r,- a � mai- t 4"d /w0lzo .__� I .� yy, _ III I Iq, I I I /" ' :V. %/ /J// , ;/, I I I i ccccccci `c ti, ci-c 1.44� I , 1 aiI I1 _ ! s-. __1054:(:, ., /�'.IA C57 . ; %./, j ;;'':m�wuwyw Y <cccc irriiicc< c tTh •A- /;..% 111 tt / a9I I1 — iirii/i I�I°I°I 111 (i i�/ '. ; iW .- \twill > ,,, „ 11 %�•—L_�.- ^.v=i I - � - s ,. �i = =-r alA Ce/I �,-"A ' _- . '- _ a- tie/// 7//Y// //•: ' / ;////!A --Lc-— ' .I Ii h _ - -�1@I Y J. a PROPER➢ES m �_ P�Jg&T PRoPARTY lwa C7409Acags i 1NIAteflerps SUIT SYSTEMS . PROPOSED SITE PLAN 7-16-98 • ' • • If 01.-Ityr Root, to=aK no MOD° IlmmaMW w955_- — 1.0081lic MG OPC WE A z U 11,Na ~WE MI Via Wel j_tI meat 1WN MT v= aAro mu, IORIR.W.WIC (7� ('7'� (� x • I -MIPR PpprlaPl p6) 4 d III F.1L �111 krrl I 41 4r) RI T\\ I Dane teato � ` cant mat .....'— --...— A____ AA 0 t 16 ]! 61 M SUN SYSTEMS an SOLE: _ ` 11/ .ea MITHUN Atelier ps :.: `°`°" °""' PROPOSED SITE SECTION A-AA8„,,. . 2of3 __ gl 1 i PORT Cf ARCORTES arc RAW. I WORM BUISOC - _ __.e--__-. r . H Id •Mi =INC GRADE x PDarogn GUDE C • g I SCUM SUMS UDSaPE MAO. PROPD= MESS EE IER DATA TOWER COVERT WMWWAT I EA' IU I L9' I_ � ro y f __ I J_ =NC Mai O a N St iW M SIGN SYSTEMS riP I . • METRUPE Atelierps .•► . ::::::: PROPOSED SITE SECTION B-BB .: —m. 7-16-98 3of3 FEB 23 '99 0332PM MITHUN PARTNERS 1 MARK 1--- MARK P --....._...„..........--:--- ,,,--.. ----.........,.... te. . . \ ) , .. . Pqat-Ir Fax Note Too" bo-N I I" (--- __, . 7679 inue'LIZA. lase\ l'F).21/24 .? hOlinA Les. be, , OF . 0 L.D i.- IN . fr-pet,ice. _ , "wag-v-54m 9wre09 Pri".10_kidr 6113 , 0 R ri-IT SI, AR Fox, go.. %ill Fin° 1 tt k.„zejr......c....... , ( . ., . . .. , , t • 0 - , . 1 , • , , .„./ •• ,. ., .. 4 . I , .• . . , ' .4 . . ‘.• • .‘Air ,....----.4,........t 4. 7.....4,•ir,0-ern--•..,•••••••0•7,-.. ir .,„I! • . \ . .. tif 73 f ; 0. • I • tt „ / t l .....•• „,...-----. , . ..----------• ' ,,,---°--,..,.."-- ,,-•-••-t, ---t\ , . ! : ,0 , , `I.-. , --,----.....1-e•-• , .-.• ." ' ' • ------ : .• ,,,N.\\\ • ,, ' i / 2. _ .......•-- ,,,...............•. ,._._ . . l'irir . ..,1'.. .: . i , • . \\\ ' r i i.• A i • . /, ..:,..la.1 i... :'.!il. I. 4.. ) 1 ' ... I- I ' ! • < , i 1 i .4 1 • • 11 1 i I I i • ' •. i I el , i . , ' 't i a. ' . . . , - ' I', , i i • , . , I ' 1 < : I •' • • , ii..e,W•S I At.1 4,1, , ..... .. . 1 f ) : , i • I i r . . . 1 ' / ! ter ; 7 . .' t' . 1.„4 ' ‘ t ii ,. , •• t , lt \ / ' •-•i i I i ' ' , ', • , Ie- • j ' • • 1 • , , , . • u• - 1 I i ''' 5 A iieturiti:mee W9ceMS ' , ' / , it 4,.. / ) III , • .i IZZR 1 H i i A./ 1 . • - 1 / / .., i,. . . ., , „r . .. • ,, , . ,, .1,, .f it e ir . „. ..• ' /it ,•/,,,/41. . . , . z . l „ ...7%."'N',....,..,,.,.....„ , •zy , •••• / .... 1 • .' •• , . , . , 02-10-2000 12:45PM FROM COMMERCIFL FIRE PROTECT46 TO 2931936 P.01 t Commercial Fire Protection INC. 2/10/2000 ANACORTES BUILDING AND CODES PA.BOX 547 ANACORTES,WA, 98221 ATTN: MR. DON MESSEMER / MR.DAN HARJU REF: SUN SYSTEMS INSPECTION NOTES. DEAR SIR THE FOLLOWING DETAILS WILL SERVE TO SHOW THE MATERIALS AND METHODS THAT WILL BE USED TO REPLACE THE EXISTING HANGERS. AS YOU HAVE NOTED SECTION 2- 6.4,4 OF THE NEPA STANDARD INDICATES THAT THREADED ROD SHALL NOT BE BENT TO FORM ANY PART OF'THE HANGER ASSEMBLY. WE ARE NOW CHANGING THE HANGER CONFIGURATION TO USE AN EYE ROD LAG BOLTED INTO THE SIDE OF THE PURLIN. PER SECTION 2-6.4.S THE BOLT MUST ATTACH AT A MINIMUM 3"FROM THE BOTTOM OF THE SUPPORTING STRUCTURE IF HUNG FROM THE SIDE WHEN SUPPORTING MAINS LARGER THAN 3". THESE MAINS ARE 4"THEREFORE WE HAVE SHOWN THEM 3"FROM THE BOTTOM OF THE PURLIN, THE ROD SELECTED DOES NOT HAVE THREADS THE FULL LENGTH OF THE SHAFT. WE ARE BENDING THE SHAFT WHICH IS FULL 3/8"ROD. THE LOWER PORTION OF THE ROD HAS THREADS TO ATTACH A ROD COUPLING OR HANGER THE INSPECTION SHEET ISSUED 1/24/2000 5 FOCUSED ON ADDITIONAL ISSUES WHICH ARE AS FOLLOWS. 1 TRANSFORMER ROOM HEADS OBSTRUCTED BY ELECTRICAL BOX. WE HAVE CORRECTED THIS MATTER. 2 ROOM 125 ADD HEAD BEHIND I BEAM, THIS HAS BEEN DONE. 3 COMPLETE 4 WAY BRACING. BRACE HAS BEEN INSTALLED. 4 OVERHEAD WALK WAY REPLACE BENT HEAD. DONE. 5 DATA TOWER: DESCRIBE TEST PROCEDURE: THE DATA TOWER INNER RING IS SERVICED BY A DUAL INTERLOCKING PRACAUTION SYSTEM WHICH IS ACTIVATED BY TWO CROSS ZONED SMOKE DETECTORS AND THE FRANGIBLE BULB OF WE SPRINKLER HEAD. THIS SYSTEM IS TESTED BY ACTIVATING THE SMOKE DETECTORS AND THEN OPENING THE TEST CONNECTION AT THE REMOTE POINT OF THE PREACTION SYSTEM. AT THIS TIME THE VALVE CLAPPER WILL OPEN DELIVERING THE WATER TO THE REMOTE POINT OF THE PREACTION SYSTEM WITH IN 60 SECONDS. RESPEC LY SUBMITTED • IGME G:��y RI J.S • M �� k4 i CJC MITIIUN PARTNER ARCHITEC'f5: MR.,pANIEL SWAAB FISHER&SON'S MR DALE KLINE @'THE SITE MR.BRUCE BERGLIN @ MAIN OFFICE. r oa r P.O. Box 128 • 17199 Bennett Road • Mount Vernon,WA 98273 • (3601 848-9093 • Fax: 848-1072 1-800-460-5990 License#COMMEFP132MM 02-10000 o:_M FROMc em e+ PROTECT46 TO 2931939 P.e -SQ \C Ca ea- �j� "- ��o • 3` V) k ƒ%\ yr : ?L \ < % . V \ . < \ %\ ^ , c . . y � @ : . w » :ƒ / \\\ • \\/ \. � . . / /ƒ, � _ � 4 - } - ' ƒ fd \ - • 02-10-2000 12:46PM FROM COMMERCIAL FIRE PPROTECT46I TO 2931938 P.03 C e�LOJ i4ac-�`W filar Z ,! Q -Lanz, C 4 ) .x., 6% .01 . .., 0 t. Y iitz_LAC; L . et •� �.40se.6Yt ' Rob C4c //a/ or \ s rock wAsheR • /0 eei\ C&,, , ', ; ,o. //,. • . N o -rm +eoit —yy &tov:4,his • kl A xlc,re__ P 0773. t lr 1 TOTAL P.03 FEB 09 '00 10;00RM MITHUN PARTNERS P.1. 5 • To: John McCann/ Dale Klein From: Daniel Swaab ' Company: Fisher &Sons Inc. Project: Sun Healthcare Systems Fax #: 360-757-4005 Project#: 9806008 R x NR Date Sent: February 7, 2000 Page 1 of € S Re: Campus: Phase One John, Clarification#169- Wood Cap for Guardrails at Stair #2 • Thanks, C2j Daniel,Swaab M1thun Partners Inc. cc: ' file: 9806008/ 9.13 ' Tex Ladish,SHS 'Don Measamer, Anacortes Building Department (360) 293-1938 Mithun Partners, Inc. • 414 Olive Way, Suite 500, Seattle, WA 98101 (206) 623-3344/FAX (206) 623-7005 • , FEB '09 '00 10:01AM MITHUN PARTNERS P 2 5 (� c) CLARIFICATION • MITHUN rnarNeae PROJECT: SUN HEALTHCARE SYSTEMS,INC CLARIFICATION One-Sixty- 1,0!2,South Sawn Harbor NO.; Campus:Phase One Nine OWNER; SUN HEALTHCARE SYSTEMS,INC. DATE OF February 9,2000 • 2403 R Avenue ISSUANCE P.O.Box 40 Anacortoe,Washington 90211 Attn: Tex Ladish Fax!(960)279-1151 • TO: P'ISh1ER es SONS CONSTRUCTION 1-1P1 PROJECT NO.: 9806008 (Contractor) 623 fisher Tine P O box 534 Burlington,WA 98233 • , Attn:Bruce Berglin Fax,(360)757.4005 The Work shall be carried out in accordance with the foJ)owing clarification ivsucd in accordance with the Contract Document¢without change in ' ant Sum or Contract Time. Proceeding with the Work in accordaatcc with these Instructions indicates your acknowkeigment that there ball be no change in the Contract Sum or Contract Time Descriptions Architectural Item: Wood Cap at Stair Opening Guardrails • • Add a wood cap to the top of the steel guardrails at Stair#2& #3 as indicated in the attached plans and details. • • Attachments ASK-095 ASK-096 ASK-097 • ISSUED BY; Daniel A.Sw aab ran',thin Pnrfioo,her. Milhtm,rarldera,Inc. 414 Q1ivC Way.Suite 500,Seattle,WA 9g101 (206)623-3344/FAX(206)812-1794 or 623-7005 FEB 09 '00 10:01AM MITHUN PARTNERS / P.3,5 NOTE: ALL STAIR WIDTH 144.4 DIMENSIONS ARE FROM OUTSIDE 5-31/2' FACE OF STRINGER TO OUTSIDE FAGE OF STRINGER U.N.O. l / 42' HIGH GUARDRAIL UP ALONG PERIMETER o 20 I\\.,,... • OF OPENING TO BELOW a 1/4 Ai \-- 4'-4- 3'4' \ . ."-IN, I ` P°A Ll \ J r 0 1-5 F, 36' HIGH HANDRAIL ti, ( i RETURN TO g < O DN 0FLOOR OR WALL 1 `n 3 DN 20ito 42' HIGH GUARDRAIL 15 ALONG PERIMETER • CONF. -A I ' 'Or �V a1 OF OPENING TO • [ 216,1 ® I �® �,,� \ BELOW / -��— I w STAIR ��`'��' '` 3 AI'2" HIGH 2 ` t i I GUARDRAIL WI 36'' ��' , HIGH HANDRAIL / e> , It �� 1 s CONTINUOUS 6 ar ; • iitP LANDINGS I DN • —� !.) 1 ) ,refl.-EA • IIIIN ' . CONF. / • 220 /r SCALE: 1/4" = 11-0" PROJECT RILE SUN HEALTHCARE SYSTEMS, INC. Name DRAINNG TITLE PROJECT NO, STAIR /2— PLAN •eBRUann O. WOO DATE M I P'H U N IS E LS 1ee6106060 A.01AE aER.oe P A R T', N L R 5 DAS 414 CLIT! NAY PROJECT ARCHITECT ! 9 1 T 1 ' 5 1 1 Dia ARCN11RCTUBR. 4!l1I4! 44 11141 DRAMN PLANNlING a 14411 tC ! 1144 ASK-95 1,1:46410 DISIO1 lL1,(114) 11! ?oll CHECK SHEET NUMBER CL#169 MIM1MOir®IPIP MIMM PARINEN$Pt FEB • 09 '©0 10 81RM MITHUN U PARTNERS l .w •r = 0 ' c" �:»� tP.4_ f � ' l N' 1 ' ‘ 1, 11-2---F-Awbvii .4,s_ „is- til is -9 ii . 41I 1 ----- imannt . , . • ff .44D son\ I jjii7 :� Na , ., , , . , , .. , , , 6,,,k, . , gb , ��, „tail.‘w... ./iiiiitr.girl/ , __ .- 1111/1" f#41*. i�r = ! 9 - 24.__...... , iiF - 1ilta7L ► iv T_� • ��-.• J: III 7— O xaz SSW a I , 11a_. SCALE: NOT TO SCALE PROJECT TITLE .iMI ' SUN HEALTHCARE SYSTEMS. INC. mews TIRE PROJECT NO. STAIR 4$— PLAN 1 eartua 'T O. 2000 Doff SA -ae Ta( I T kit N P • R '[ N 6 R e FILE CIS ♦aa BLIVB ■•Y PROJECT ARCHITECT • 6 II I T C ! B B oAB •RCHITEC TUR6 IR4TTL1 Yi 01151 DRAW •PLANNING k (as 0) ata aaae ASK- 96 IN1661oa 415I511 Y•i(nil ana Ten CHECK SHEET NUMBER CL#169 ev,..,T®,BBB POOR P•RTN[A$We FEB 09 '00 10:01AM MITHUI1 PARTNERS P.5/5 j f ' , , 27 .. z ' . V A416N �tti\_•r r.�' v. i &WE F Lo.]..trasiN Cs) rcR c AP Y t ` I, • it #' r 1 O 1 I i I WctOP CAP --..\ iI ; E1Jo col 4. ' �r 1' • � �r 2.-------L—E1---------SII ! . e—t--ALI GA/j I r E— — STEEL, I ' itry; Ii ..gl 11;, 1 SCALE: HALF FULL PROJECT 7I1LE C SUN HEALTHCARE SYSTELS. INC. oeoeoo$ ORAUINC Ina PROJECT NO. RAILING CAP DETAILS n uARt a 2000 ' ;'L 'HIM - 0A7i .�i6,.. / 1, ,. i &A.t9rott\oe0oolcADtABRWSk-07 I PILE P ,., � , DA6 { Y4 ouVI VAT PRojtCTARCHITECT { I . , fa I t s ] Y Y DAB c It IS: tHTTLI a Qilol DRAMA yI•♦ �t ', . A Tarrrl f]a ASK- 97 Ott tppa '.i t�,ak limo 1E]roea CHECK SHEET Nimes CL#169 I ,I 4 cvmmoce1999 W INN Pnrnrxs uc G is 1 'fig :IF i. N 1'P . COUGHLINPORTERLUNL, zN �^1 Project Record Date: January 14,2000 To: Mithun Partners Project Sun Healthcare Systems 414 Olive Way Corporate Headquarters Suite 500 Seattle,WA 98101 FAX (206)812-1794 Attn: Dan Swaab Project No: S980027-04 Pages: 1+5 By: Brian Lampe Memorandum Sent Via Fax The recent inquiry regarding the Data Tower leaks has brought to light the fact that open-ended CMU units,as indicated in our drawings,were not used in the construction of the Data Tower. Open-ended units are required,per the 1997 UBC section 2106.1.12.4,item 2.4,for stack bond construction which is part of the seismic-resisting system,as is the CMU construction in the Data Tower. Based on"Commentary to Chapter 21,Masonry of the Uniform Building Code"from the Masonry Society Codes and Standards Committee,the intent of this provision is to provide grout all around the webs and reinforcement Standard units with solid webs interfere with the flow of the grout in stack bond walls. Though the CMU data tower is part of the seismic load resisting system,the stresses in the wall are well below capacity. The capacity of the wall is assumed to be reduced by 75% to account for the grout missing in the joints. (Grout is present in approximately 25% of each head joint at the bond beams.) Even with this conservative approach,the seismic stresses are at most 48% of capacity. Therefore,we believe that the wall is structurally sound with the standard units that were used,despite the code variance. Please call(206)343-0460 with any questions or comments. Attachments: Revised calculations Note 20,S1.1 from construction documents C it 1997 UBC,Section 2106.1.12.4,Item 2.4 Commentary on 1994 UBC,Section 2106.1.12.4,Item 2.4(same as 1997 U. r' wnsy74 ' 1997 UBC,Section 2106.1.4(description of stack bond) e1 r' o ��, u . '�` s.� y.� AL7 - 98221 `9M - 217 PINE STREET• SUITE 300 •SEATTLE, WA 98101 • P:206/343-0460 • F:206/343-5691 (n CO UGHLIN IDORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY 1 DC-re/Chi Ir--1 t F SN0412. 4 Int F, 1S 1E.Qt , I - 1ttoe41----151 O ✓ni = Ca. Am , -1—Fri ciNCe pa 211 -( 4" Zo ,: .,e,. c®ti tts of wn ki- rr • o Fw0 rf = ,-a-c-1-eS CZ11 = 1 , o'�-- I . Cam- 1 :'�" t z 12•, yNk-CISTFO. - .> :N L t$S�ONALFS a G A,m V = 2 X b = 2�}-O Om622 50 = 1320 1 N1 < , EXPIRES 7/35/ TLrn = 1S00 Ps % 1Ifo�lgk vm = S5'. I IL' ) 1f�s" ✓:4A- LV, 1 . Y5' °\ ... ` I5ut ®NLI VA- cP EA . }} 3otp-cr lc, ar-o re CM- -rive + cts erg Ica) v _ as'.1L .. zt,3 k- > t sb' ✓0 - 1 79 of c tcPArc ni WIND ko D C Ret - s6 SM IC. 1.-oA fJ CW aE OPt' u N!It Met p 'a>) 14/5 ¢12-5k 00% of CA-pAcAra `( a/1/ 10,2,5 : (45o OF CkPA&(TY) Protect: S,-r NI S`{ST�'lS Designed By: CSO Date: 1 Z/ 1I1 e ,s�3 B �l Project No. Client Checked By: Sheet Ci u�rfof 217 PINE STREET.SUITE 300•SEATTLE,WA 98101 •P:206/343-0460•F 206/343-5691 .—. n .._ v,V..,II&dK i ID. FIBROUS REINFORCEMENT: POLYPROPYLENE FIBROUS REINFORCEMENT ("FIBERMESH", "GRACE FIBERS", OR EQUIVALENT) SHALL BE USED WHERE NOTED ON THE DRAWINGS. SUBMIT PROPOSED PRODUCT DATA AND SPECIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL. ADD FIBERS TO THE CONCRETE MIX AND FINISH IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. I . NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT 15 PLACED (3000 P5I MINIMUM) . MASONRY: LED 1 20. GONGRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE "N", TYPE "I" UNITS, CONFORMING TO MTH G90, LAID IN A STACK BOND. MORTAR SHALL BE TYPE "5" PER UDC TABLE 21-A. GROUT SHALL CONFORM TO UBG REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 150 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH USG SECTION 2105.3.2 OR 1 \ 2105.5.3, OR SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH UBG SECTION 2105.5.4. \) FULL STRESSES ARE REQUIRED. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: 8' WALLS #5 • 48"oc. VERT. (2) #5 6 48"oo. HORIZ. IN ADDITION, PROVIDE ( 1) *5 VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AND AT FREE ENDS OF WALLS, AND (2) 145 HORIZONTAL AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS, AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. IF 2'-0" I5 UNAVAILABLE EXTEND ) REINFORCEMENT AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCEMENT AT CORNERS AND INTCRSECTIONS. FILL ALL CELLS WITH GROUT, USE OPEN-END UNITS. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS - CONTAINING REINFORCEMENT. 21 . STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A. I.S.C. SPECIFICATIONS AND CODES: 1 . SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2. 1 : "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR A5 PART OF HI5 PREPARATION OF THESE SHOP DRAWINGS." 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A440 BOLTS. 22. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION E4 A. PLATES, ANGLES, AND RODS A36 36 K5I B. SHAPES A512 50 K5I C. PIPE COLUMNS A53 (TYPE E OR 5, GRADE B) 35 K5I D. PIPE PILES A252 (GRADE 2) 35 K5I E. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 KSI F. ANCHOR BOLTS 4 BOLTS TO WOOD MFMRFRS Ani 2106.1.12.4 \ 1 1997 UNIFORM BUILDING CODE 11 .2106.2.7 i ) / 1 I or horizontally.Provisions shall be made not to obstruct 2106.2.2 Specified compressive strength of masonry. The cr grout placement. Wall reinforcement terminating in allowable stresses for the design of masonry shall be based on a pi columns or beams shall be fully anchored into these ele- value off,, selected for the construction. er ments. Verification of the value of f m shall be based on compliance w 2.2 Bond. Multiwythe grouted masonry shear walls shall with Section 2105.3. Unless otherwise specified, f m shall be tr be designed with consideration of the adhesion bond based on 28-day tests.If other than a 28-day test age is used,the cc value off'„, shall be as indicated in design drawings or specifics- di strength between the grout and masonry units. When tions.Design drawings shall show the value of f m for which each et bond strengths are not known from previous tests,the part of the structure is designed. bond strength shall be determined by tests. 2. 2106.2.3 Effective thickness. in 2.3 Wall reinforcement. All walls shall be reinforced 2106.2.3.1 Single-wythe walls. The effective thickness of c. with both vertical and horizontal reinforcement. The single-wythe walls of either solid or hollow units is the specified sl sum of the areas of horizontal and vertical reinforce- thickness of the wall. fi ment shall be at least 0.002 times the gross cross- w sectional area of the wall, and the minimum area of 2106.2.3.2 Multiwythe walls. The effective thickness of multi- fc reinforcement in either direction shall not be less than wythe walls is the specified thickness of the wall if the space 2 0.0007 times the gross cross-sectional area of the wall. between wythes is filled with mortar or grout.For walls with an open space between wythes,the effective thickness shall be deter- sl The minimum steel requirements for Seismic Zone 2 in P P Y t Section 2106.1.12.3,Items 2 and 3,may be included in mined as for cavity walls. the sum.The spacing of reinforcement shall not exceed 2106.2.3.3 Cavity walls. Where both wythes of a cavity wall are s, 4 feet(1219 mm).The diameter of reinforcement shall axially loaded, each wythe shall be considered to act indepen- o not be less than 3/8 inch(9.5 mm)except that joint re- dently and the effective thickness of each wythe is as defined in si inforcement may be considered as a part or all of the Section 2106.2.3.1.Where only one wythe is axially loaded,the requirement for minimum reinforcement. Reinforce- effective thickness of the cavity wall is taken as the square root of 2 ment shall be continuous around wall corners and the sum of the squares of the specified thicknesses of the wythes. n through intersections. Only reinforcement which is Where a cavity wall is composed of a single wythe and a multi- tl continuous in the wall or element shall be considered in wythe, and both sides are axially loaded, each side of the cavity 2 computing the minimum area of reinforcement. Re- wall shall be considered to act independently and the effective b inforcement with splices conforming to Section thickness of each side is as defined in Sections 2106.2.3.1 and 1: 2107.2.2.6 shall be considered as continuous reinforce- 2106.2.3.2. Where only one side is axially loaded, the effective u ment. thickness of the cavity wall is the square root of the sum of the s squares of the specified thicknesses of the sides. 2.4 Stack bond. Where stack bond is used,the minimum 2 horizontal reinforcement ratio shall be 0.0015bt. 2106.2.3.4 Columns. The effective thickness for rectangular columns in the direction considered is the specified thickness.The 2 Where open-end units are used and grouted solid,the minimum horizontal reinforcement ratio shall be effective thickness for nonrectangular columns is the thickness of r 0.00076t. the square column with the same moment of inertia about its axis v as that about the axis considered in the actual column. t Reinforced hollow-unit stacked bond construction v 2106.2.4 Effective height. The effective height of columns and f which is part of the seismic-resisting system shall use walls shall be taken as the clear height of members laterally sup- I r open-end units so that all head joints are made solid, ported at the top and bottom in a direction normal to the member shall use bond beam units to facilitate the flow of grout axis considered.For members not supported at the top normal to and shall be grouted solid. the axis considered,the effective height is twice the height of the 3. Type N mortar.Type N mortar shall not be used as part of member above the support.Effective height less than clear height the vertical-or lateral-load-resisting system. may be used if justified. 2106.2.5 Effective area. The effective cross-sectional area shall 4. Concrete abutting structural masonry.Concrete abutting be based on the minimum bedded area of hollow units,or the gross structural masonry, such as at starter courses or at wall intersec- area of solid units plus any grouted area.Where hollow units are tions not designed as true separation joints,shall be roughened to a used with cells perpendicular to the direction of stress,the effec- full amplitude of 1/16 inch (1.6 mm) and shall be bonded to the tive area shall be the lesser of the minimum bedded area or the masonry in accordance with the requirements of this chapter as if minimum cross-sectional area. Where bed joints are raked, the it were masonry.Unless keys or proper reinforcement is provided, effective area shall be correspondingly reduced. Effective areas vertical joints as specified in Section 2106.1.4 shall be considered for cavity walls shall be that of the loaded wythes. to be stack bond and the reinforcement as required for stack bond shall extend through the joint and be anchored into the concrete. 2106.2.E Effective width of intersecting walls. Where a shear wall is anchored to an intersecting wall or walls,the width of the 1 2106.2 Working Stress Design and Strength Design Require- overhanging flange formed by the intersected wall on either side ' ments for Unreinforced and Reinforced Masonry, of the shear wall,which may be assumed working with the shear wall for purposes of flexural stiffness calculations, shall not 2106.2.1 General. In addition to the requirements of Section exceed six times the thickness of the intersected wall.Limits of the I 2106.1,the design of masonry structures by the working stress de- effective flange may be waived if justified.Only the effective area sign method and strength design method shall comply with the re- of the wall parallel to the shear forces may be assumed to carry quirements of this section.Additionally,the design of reinforced horizontal shear. masonry structures by these design methods shall comply with the 2106.2.7 Distribution of concentrated vertical loads in requirements of Section 2106.3. walls. The length of wall laid up in running bond which may be 2-212 '.. i jFJ,S , It UBC- " MG SkM re.ov 1sjotJ 2106 1994 BC CHAPTER 21 COMMENTARY diameter ofreinforcement shall not be less than 3/ inch(9.5 mm) The provisions in Section 2106.1.12.3 fin"jamb steel" are not except that joint reinforcement may be considered as part or all meant to be added to the minimum reinforcement requirements in of the requirement for minimum reinforcement.Reinforcement Section 2106.1.12.4,but may be a part of the required minimum shall be continuous around wall corners and through intersec- reinforcement area. tions. Only reinforcement which is continuous in the wall or element shall be considered in computing the minimum area of The reinforcement ratio is based on the gross cross-sectional area reinforcement.Reinforcement with splices conforming to Section of the wall using specified dimensions,whether the wall is solidly grouted or not 2107.2.2.6 shall be considered as continuous reinforcement. The division of the required reinforcement into at least 0.0007 times the gross cross-sectional area of the wall in either direction allows the greater amount of reinforcement to be in the direction of maximum bending and still have at least one-third of the required minimum reinforcement in the perpendicular direc- tion.This"minimum reinforcement"provides for ductile behav- ior and assists in crack control. The amount of minimum reinforcement may be made up of reinforcing bars,joint reinforcement,or a combination of bars and joint reinforcement. This minimum reinforcement is not an engineering requirement,but since it is present in the wall,it can be used to satisfy the design requirements. 2.4 Stack bond. Where stack bond is used,the minimum 2.4 Stack bond. The ratio for minimum horizontal rein- horizontal reinforcement ratio shall be 0.0015bt.Where open- forcement is increased to reflect the higher design loads of these \ end units are used and grouted solid,then the minimum hori- , seismic zones.For stack bond construction,open end units must zontal reinforcement ratio shall be 0.0007 bt. be used for the seismic resisting walls.When open end units are used in a solid grouted wall,the grout easily flows in and around 1 Reinforced hollow-unit stacked bond construction which is partall webs and reinforcement and gives a stronger wall than a stack of the seismic-resisting system shall use open-end units so that bond wall built with standard units with solid webs which could all head joints are made solid, shall use bond beam units to interfere with the flow of grout.When open-end units are grouted facilitate the flow of grout and shall be grouted solid. solid,the minimum reinforcement may be reduced as a result of the additional strength from the continuity of the grout at the joint. See Figure 2106-8. Cell Dimensions Must Conform to Table 21-C Mit O _ O � Grout Solid Open End Unit Open-End Unit Construction Figure 2106-8 3. Type N mortar.Type N mortar shall not be used as 3. Type N mortar. The designer is restricted from specify- part of the vertical-or lateral-load-resisting system. ing Type N mortar as given in Table 21-A. Prior to 1985,the UBC required that only Type M or S mortars could be used in structural frames of reinforced masonry.Addi- tionally,mortar was previously specified by either property(labora- tory compressive strength and flow)or proportions of ingredients. 46 2105.3.4 i1 1997 UNIFORM BUILDING CODE 19 7166.1.8 7. When one half the allowable masonry stresses are used in grout.The ends of the wall ties shall be bent to 90-degree angles or design for clay masonry,a letter of certification from the supplier with an extension not less than 2 inches(51 mm)long.Wall ties joi of the grout shall be provided at the time of,or prior to,delivery of not completely embedded in mortar or grout between wythes shall bo the grout to the jobsite to assure the grout conforms to the propor- be a single piece with each end engaged in each wythe. tions of Table 21-B. 3 21 There shall be at least one /16-inch-diameter(9.5 mm)wall tie co 2105.3.5 Testing prisms from constructed masonry. When for each 41/2 square feet(0.42 m2)of wall area.For cavity walls in wi approved by the building official, acceptance of masonry which which the width of the cavity is greater than 3 inches(75 mm),but foi does not meet the requirements of Section 2105.3.2,2105.3.3 or not more than 41/2 inches(115 nun),at least one 3/1 -inch-diame- 2105.3.4 shall be permitted to be based on tests of prisms cut from ter(9.5 mm)wall tie for each 3 square feet(0.28 m2)of wall area the masonry construction in accordance with the following: shall be provided. nu 1. A set of three masonry prisms that are at least 28 days old Ties in alternate courses shall be staggered.The maximum ver- I shall be saw cut from the masonry for each 5,000 square feet(465 tical distance between ties shall not exceed 24 inches(610 mm) m2)of the wall area that is in question but not less than one set of and the maximum horizontal distance between ties shall not three masonry prisms for the project.The length,width and height exceed 36 inches(914 mm). dimensions of the prisms shall comply with the requirements of Additional ties spaced not more than 36 inches(914 mm)apart UBC Standard 21-17. Transporting, preparation and testing of shall be provided around openings within a distance of 12 inches prisms shall be in accordance with UBC Standard 21-17. (305 mm)from the edge of the opening. 2. The compressive strength of prisms shall be the value calcu- Adjustable wall ties shall meet the following requirements: 21 lated in accordance with UBC Standard 21-17,Section 21.1707.2, 1. One tie shall be provided for each 1.77 square feet(0.16 m2) or except that the net cross-sectional area of the prism shall be based of wall area. Horizontal and vertical spacing shall not exceed to on the net mortar bedded area. - 16 inches(406 mm).Maximum misalignment of bed joints from ha: of 3. Compliance with the requirement for the specified compres- one wythe to the other shall be 11/4 inches(32 mm). the sive strength of masonry,f,,, shall be considered satisfied pro- 2. Maximum clearance between the connecting parts of the tie fai vided the modified compressive strength equals or exceeds the shall be 1/16 inch(1.6 mm).When used,pintle ties shall have at the specified f,,.Additional testing of specimens cut from locations least two 3/16-inch-diameter(4.8 mm)pintle legs. wl in question shall be permitted. me Wall ties of different size and spacing that provide equivalent 2105.4 Mortar Testing. When required,mortar shall be tested strength between wythes may be used. mr in accordance with UBC Standard 21-16. the 2106.1.5.3 Wall ties for grouted multiwythe construe- a r 2105.5 Grout Testing. When required, grout shall be tested in tion. Wythes of multiwythe walls shall be bonded together with 24 accordance with UBC Standard 21-18. at least 3/16-inch-diameter(4.8 mm)steel wall tie for each 2 square feet(0.19 m2)of area.Wall ties of different size and spacing that provide equivalent strength between wythes may be used. SECTION 2106—GENERAL DESIGN REQUIREMENTS 2106.1.5.4 Joint reinforcement. Prefabricated joint reinforce- ment for masonry walls shall have at least one cross wire of at least 2106.1 General. No.9 gage steel for each 2 square feet(0.19 m2)of wall area.The 2106.1.1 Scope. The design of masonry structures shall comply vertical spacing of the joint reinforcement shall not exceed 16 in- 21 with the working stress design provisions of Section 2107,or the ches (406 mm). The longitudinal wires shall be thoroughly rei strength design provisions of Section 2108 or the empirical design embedded in the bed joint mortar. The joint reinforcement shall me provisions of Section 2109,and with the provisions of this section. engage all wythes. rec Unless otherwise stated, all calculations shall be made using or Where the space between tied wythes is solidly filled with grout based on specified dimensions. or mortar,the allowable stresses and other provisions for masonry 211 bonded walls shall apply.Where the space is not filled,tied walls 2ll 2106.1.2 Plans. Plans submitted for approval shall describe the shall conform to the allowable stress, lateral support, thickness required design strengths of masonry materials and inspection (excluding cavity),height and tie requirements for cavity walls. sei requirements for which all parts of the structure were designed, ant and any load test requirements. 2106.1.6 Vertical support. Structural members providing vein- prc cal support of masonry shall provide a bearing surface on which 21i 2106.1.3 Designads. See C a ter 16 for desi loads the initial bed joint shall not be less than 1/4 inch(6 mm)or more 1. than 1 inch(25 mm)in thickness and shall be of noncombustible 2106.1.4 Stack bond. In bearing and nonbearing walls,except material,except where masonry is a nonstructural decorative fea- sec veneer walls,if less than 75 percent of the units in any transverse ture or wearing surface. 211 vertical plane lap the ends of the units below a distance less than one half the height of the unit,or less than one fourth the length of 2106.1.7 Lateral support. Lateral support of masonry may be stn he unit,the wall shall be considered laid in stack bond. provided by cross walls,columns,pilasters, counterforts or but- cia 2106.1.5 Multiwythe wa s. tresses where spanning horizontally or by floors,beams,girts or roofs where spanning vertically. 211 2106.1.5.1 General. All wythes of multiwythe walls shall be The clear distance between lateral supports of a beam shall not ; bonded by grout or tied together by corrosion-resistant wall ties or exceed 32 times the least width of the compression area. Mr I joint reinforcement conforming to the requirements of Section 2106.1.8 Protection of ties and joint reinforcement. A mini- su1 2102,and as set forth in this section. mum of 5/8-inch(16 mm)mortar cover shall be provided between the 2106.1.5.2 Wall ties in cavity wall construction. Wall ties shall ties or joint reinforcement and any exposed face.The thickness of p+ be of sufficient length to engage all wythes.The portion of the wall grout or mortar between masonry units and joint reinforcement ties within the wythe shall be completely embedded in mortar or shall not be less than 1/4 inch(6 mm),except that 1/4 inch(6 nun) (12 2-210 a SCHEMMER ENGINEERING INC. December 7, 1999 Mr. Don Measamer Plans Examiner Anacortes Planning & Community Development Dept. "`�` )VED Permit Center P.O. Box 547 Dr() 7 •i ,`ri Anacortes, WA 98221 r " P46 P nrrri.r, Re: SHS Plan Submittal-Health Club 99073 Dear Don, Please see enclosed for your review Civil drawings sheets C-12, C-13, and C-14 along with two Landscape drawings. These drawings supplement the original approved drawings that are a part of the present SHS project now nearing completion. Please note that we sought to address the comments noted in your review letter of December 3, 1999. We are therefore hopeful that an early approval can be forthcoming so as to allow us to not miss the asphalt plant closing window of mid December. Should any additional elements need to be addressed please advise and we will respond immediately. Sincerely, Schem r Engi - • Inc. P� . p rr James A. Schemmer, P.E. cc: Tex Ladish file DrTh ( / '1 7 Phone: (360)293-9006 1004 Commercial Avenue Suite 152 Fax: (360)293-4051 Anacortes,WA 98221.4183 schem-)imtwi@email.msn.com ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. ± , . PERMIT CENTER Ig9I P.O. BOX 547,ANRCORTES, WA 98241 (360)293-1901 - FAX (360) 293-1938 ,t IRN MUNCE, DIRECTOR 9C�;' EDWIN FRANK,BUILDING OFFICIAL•drank'0gte.net C A X I- awn Loy December 3, 1999 Post-It'"brand fax transmittal memo 7671 #otpages e To x I-n o Lic rt+ From -ii Chi Oo— . ' l Schemmer Engineering,Inc. co. Co. Jim Schemmer Dept. Phone# Fax No.: 360-293-4051 is r� Fax#d9,9 _egantre4Fax# Mr. Schemmer: The following comments are related to the one page drawing received December 1, 1999,for a 1 revision and extension of an on site potable water line,fire supply line and a sanitary sewer forced line. Oc(r The minimum diameter discharge line from the sanitary sewer ejectors will need to be 3 inches per UPC Section 710.3.3. to c o 2 At this time there have not been any submittals for building review nor for the sanitary sewer pumps or receiving tanks. Please note 1997 UPC Section 710 will be used for determining requirements of the receiving tanks,piping,valves,pumps,etc. 0. The southwest parking lot will need to have a minimum 28 feet turning radius for fire lanes, show on plans. Show all aisle widths. 3-f-4- S1�,.>,.--,, �`-4 Parking stall sizes,including barrier free parking stalls and aisles,will need to be addressed to the plans. 4(�, Sanitation front load vehicles require a 30-foot fuming radius. Verify all turning radii for 6 kL sanitation truck routes. �-.°-• 6re hydrants will need to be installed to City Standards. The drawing has been redlined ` by Dan Harju,Assistant Fire Chief for hydrant locations. Please revise the drawings as shown and return the redline copy for our records. CP. , —Kplan review fee will be assessed for 2 hours at$47.00 per hour per UBC Section 107.3 Table 1-A. Total fee is$94.00. This review fee does not include a full site plan review, which will be conducted when the building plans are provided. If you have any questions,please feel free to contact me at 293-1901. Respectfully, CITY OF ANACORTES \\ Don Measamer Plans Examiner DM:md cc. Tex Ladish—Fax 299-0329 Daniel Swath—Fax 206-623-7005 2 p� A NA C laBLYZL PUBLIC PORT ) l FIRST AND COMMERCIAL AVENUE • P.O. BOX 297 • ANACORTES,WA 98221 USA Cf)rno� (360) 293-3134 • FAX(360) 293-9608 Est. 1926 February 8, 1999 The Honorable Dean Maxwell, Mayor City of Anacortes Sixth Street and Q Avenue P.O. Box 547 Anacortes, WA 98221 Re: City of Anacortes Short Plat No 98-003 Dear Dean: The Port of Anacortes (the"Port")intends to sell real property described as Lot 2 of the above-referenced short plat to Sun Healthcare Systems, Inc., a Delaware corporation("Sun"). Prior to recordation of the Short Plat,the City of Anacortes wishes to receive assurance that street, sidewalk and drainage improvements for the Short Plat as detailed in the plan and specification set titled: Seafarer's Way and "R" Avenue Improvements for the Port of Anacortes as submitted by Leonard,Boudinot and Skodje to the City of Anacortes on January 26, 1999 (the "Improvements")will be completed within one(1)year following recordation of the Short Plat. To that end, we wish to confirm the following: At Closing of the sale by the Port to Sun,the sum of approximately $ 590,000 will be held back in escrow from the purchase price paid by Sun to the Port to be used to pay the costs of construction of the Improvements pursuant to a contract between Sun and its construction contractor. A copy of the Construction Coordination Agreement between Sun and the Port(the "CCA") with respect to these funds is enclosed with this letter. Sun and the Port hereby agree to direct Land Title Company(the"Escrow Agent")that if funds are remaining in the escrow account on the date that is one (1)year following recordation of the Short Plat, such funds shall be paid to the City, net of any amounts owed to contractors or Sun pursuant to CCA. Such direction shall not be subject to amendment or revocation without the consent of the City. If funds are disbursed to the City,the City shall thereafter use such funds to complete the Improvements. Following completion of the Improvements and payment in full of the City's costs to complete the Improvements,the City shall pay over any excess funds to the Port. If the cost to the City to complete the Improvements exceeds the funds paid to the City by the Escrow Agent, then the City shall invoice the Port in the amount of such additional costs, and the Port shall, within thirty(30)days thereafter,pay to the City the amount shown on such invoice. In February 8, 1999 •Page 2 either case, the City shall provide to the Port such billing and payment information as may be reasonably required to evidence the City's expenditures to complete the Improvements. If the Port disputes any amounts shown in the invoice or any billing or payment information, the Port shall nevertheless pay the amount invoiced,but shall not be barred from taking such action as it may see fit to recover any disputed amounts from the City. Please do not hesitate to call if you have any questions. Very truly yours, The Port of Anacortes, a Washington municipal corporation By £Xi• #i D rccior Sun Healthcare Systems, a Delaware corporation By The City of Anacortes, a Washington municipal corporation By.N. �la.ti ,MALI/ l)l4'i o r 2/8/99 11:03 am Building Data SHS.Com 1601 R Ave Use Zone Industrial Short Plat No. SP.98-003 Shoreline Permit No. 242 Lot Area 335,052 Sf Impervious Area 97,732 Sf Lot Coverage 22,703 Sf. Building Const. Type III- N Fully Sprinklered Occupancy Group Group B (office) Group A3 (conference rooms) Building Area First Floor---- 22,703 Sf Occupant Ld. ---- 179 Second Floor 17,401 Sf Occupant Ld. 132 Parking 25,748 Net Sf. Required 130 Provided 144 Required Barrier Free 5 CITY OF ANACORTES STORM DRAINAGE UTILI'I .; COMMERCIAL RATE BILLING CALCULATION THIS INFORMATION TO BE SUPPLIED BY ENGINEERING/PUBLIC WORKS� DEPT. yADD A NEW COMMERCIAL ACCOUNT DATE a Imo) Q ) CHANGE AN EXISTING ACCOUNT BY O DELETE EXISTING ACCOUNT O�VER'S NAME C.C-DsArNJ` G SERVICE ADDRESS \\ ' \ "-% 1( SINGLE-PARCEL BILLING - MULTIPLE-PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL COMBINED ON ONE BILL, STAPLE SHEETS TOGETHER. `CO 13a SF) IMPERVIOUS AREA C11 )4a SQ. FT. * 2 ,000 = 1-kg-g(e,ERU BILL AT: FULL RATE ( $1 . 50/ERU) PER MONTH 50% RATE ($ . 75/ERU) PER MONTH NOTE ANY UNUSUAL BILLING INFORMATION ON REVERSE ( i .e . , IF PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, etc . ) FOR FINANCE DEPT. USE ONLY. DATE BY ACCOUNT $ RATE CALCULATION: X - X 2 = ERU RATE 1 . MO. CHG. 2 . MO. CHG. FOR DATA PROCESSING USE ONLY. ENTER 2-MO. CHG. ABOVE TO ACCT. MASTERFILE.. DATE ENTERED BY �� �c.�� VJc�s�.J•. �vOC�r �`� W V NON-RESIDENTIAL HOOK-UP CHARGES Date: / / PREPARED FOR: PREPARED BY: CITY OF ANACORTES, WASHINGTON Based on the assumptions and methodology set out on Attachment "A", the hookup charge has been set at: $ COMMENTS: Janis R. Pemberton, Director of Public Works Approved by: Dean Maxwell, Mayor cc: Ed Frank, Building Inspector ES ,10j9$ "1�199 COSS-V,0%OIL FE S�wE,R S 37 p0 p0 U unit) i 4 00 unit(0.$ER U I unit) �2g59.00 it(0.5g� ,U1 unit) Residence $2146.001 n it 00.51�ER Family lus) 1912.00 912' 1 TagS �l� (2� Single array Residence(3 u"lts P `1 ABI'E C�gTF,S CITY OF A.D ,1�AI,CUs ter Flow Mult>Fam �, Above 12p0 GpD Motel t Centers RCIA.L AST) an e of Aveea e W as getize T t �, (3) g p4 GpD FpR C0��+1 250_12 D W a eT O'25i' Met r i2e �7 40d p0 $10,129.04 $21,45$.00 1 Cate o 3/4 '1„ 32190.00 2145$.00 Commercial Medical Offices 1'/2 42,916.00 ness .00 or (3) (A) B2 0 Less Unit 3/1'/21 or Medical 2„ ( Business es B) 30o plClleo e Units 3/4/21„ l ood(Delicatessen 2 Stores w+Food (C) Farces sto dodges Ciz gars, 'Processing W ashes Laun(D) Restaurants, s c h 0 ois 3/ 1 pals Nursing °Hies 1/ , (3) getezLent cetmotels, Ma11s,gers Centers Recreational Centers,and dugtCia � xighFlow oY�lghsegthFlow Vooniote Aanay beaustedbaed on flow sewage strength and 3.-�on ) thpeak� w ((23)) Idtivaloevaadua onoFflcOayssfeoed at issuance balding p pavan for additional use ox issU c ce oft,eahxsgteicx w ter meter xc°stOmels with meters large than oxwith fl° lstxengdaxac COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : C0M99-0029 P .O. BOX 547 APPLIED: 02/22/99 ANACORTES, WA 98221 ISSUED: 03/12/99 (206) 293-1901 EXPIRES : 03/12/00 SITE ADDRESS : 1601 R AVE ASSESSOR' S PARCEL NO. : 3800-019-010-0004 PROJECT DESCRIPTION: New research and development office facility. — OWNER — CONTRACTOR — LENDER SUN HEALTH CARE SYSTEMS INC FISHER & SONS, INC. P.O. BOX 40 P.O. BOX 534 ANACORTES WA 98221 BURLINGTON WA 98233 299-8558 360-757-4094 FISHES*2500E — FEES TYPE OF WORK •NEW AREA (sf) VALU...$: 3910000 Code Amount---- By- Date---- Receipt TYPE OF USE •COM LOT •335052 REQUIRED SETBACKS---- PLCK $ 7613.13 MD 03/12/99 9711 CENSUS CATEGORY •999 1ST FLR • 22703 FRONT 0 ft PRMT $ 11712.50 MD 03/12/99 9711 ZONING 2ND FLR • 17401 SIDE(1)..: 0 ft STBC $ 4.50 MD 03/12/99 9711 :I BASEMENT 0 SIDE(2)..: 0 ft IMPT $ 35768.00 MD 03/12/99 9711 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR 0 ft INSP $ 50.00 MD 03/12/99 9711 :B :A3 :? :? OTHER 333 REQUIRED PARKING-- ESPL $ -7600.00 MD 03/12/99 9711 TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 21458.00 MD 03/12/99 9711 :3N :? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 OCCUPANT LOAD STORIES • 2 COMPACT • 0 . 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :? 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 0 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 69006.13 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 0 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 VENT FANS • 0 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS . 0 HOODS • 0 WATER CLOSETS...: 0 WASHING MACHINES: 0 FLOOR DRAINS . 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 0 DISHWASHERS • 0 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 0 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 0 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. y a, ..; `7'^,,,a-._ ... ., —4c :._,A. "2',. �.__) s,.--.y --\a 4�v. _e",, alp .e4 Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 Memorandum To: Ian Munce From: Don Measamer 4>° Date: 02/03/99 Re: Sun Systems Traffic Impact Fee - 1601 "R"Avenue Sun Systems new office building is proposed at 40,104 square feet and two stories. The following fee is calculated based on Ordinance No. 2277 Appendix C, using #710 General Office Building. 40,104 - 1,000 = 40.10 x 2.23 = 89.42x $400.00 = $35,768.00 The total impact fee is $35,768.00. Please let me know if you concur. -9. z ® I Ian Munce Date 1 AFTER RECORDING RETURN TO: Joseph E. Delaney Foster Pepper& Shefelman PLLC 1111 Third Avenue, Suite 3400 Seattle, Washington 98101 Document Title(s): (or transactions contained therein) 1. Declaration of Restrictive Covenant Grantor(s): (last name first, then first name and initials) 1. Shared Healthcare Systems, Inc., a Delaware corporation (d.b.a., SHS.com) and formerly known as Sun Healthcare Systems, Inc. Grantee(s): (last name first, then first name and initials) 1. State of Washington Department of Ecology Abbreviated Legal Description: Lot 2, Short Plat No. ANA-98-003, approved February 8, 1999, recorded February 17, 1999 in Volume 14 of Short Plats Complete Legal Description can be found on Exhibit A Assessor's Property Tax Parcel/Account Number(s): Tax Account No. 32948 SHS.com 1 501992574.021 Restrictive Covenant DECLARATION OF RESTRICTIVE COVENANT Shared Healthcare Systems (FoiHier Scott Paper Mill Site) This Declaration of Restrictive Covenant is made pursuant to RCW 70.105D.030(1)(f) and (g) and WAC 173-340-440 by Shared Healthcare Systems, Inc. (SHS, d.b.a."SHS.com"), a Delaware corporation, formerly known as Sun Healthcare Systems, Inc., its successors and assigns, and the State of Washington, Department of Ecology, its successors and assigns (hereafter, "Ecology"). An independent remedial action (hereafter referred to as "Remedial Action") occurred at the property that is the subject of this restrictive covenant (hereafter referred to as "Restrictive Covenant"). The Remedial Action conducted at the property is described in the following documents: 1. Report titled "Cleanup Action Plan(CAP) for Soils at Parcel 2 of the Former Scott Paper Company Mill Site, Anacortes, WA; ThermoRetec Project No. 3-3903-400", prepared by ThermoRetec Consulting Corporation (RETEC), Seattle, WA., for Sun Healthcare Systems, Inc. (Sun), Anacortes, WA., and dated January 8, 1999. 2. Report titled "Remedial Investigation and Feasibility Study (RIIFS) for Soils at Parcel 2 of the Fotuier Scott Paper Company Mill Site, Anacortes, WA; ThermoRetec Project No. 3-3903-300", prepared by RETEC for Sun, and dated January 8, 1999. SHS.com 2 501992574.021 Restrictive Covenant 3. Report titled "Interim Action Work Plan, Parcel 2, Former Scott Paper Mill Site, Anacortes, WA", prepared by Landau Associates, Inc., Edmonds, WA., for Port of Anacortes (Port), Anacortes, WA., and dated March 22, 1999. 4. Report titled "Progress Report for the Cleanup Action at Parcel 2 of the Former Scott Paper Company Mill Site, Anacortes, WA; TheiuioRetec Project No. SHCSO-03903- 500", prepared by RETEC for Sun (SHS.com) and Port, and dated December 7, 1999. 5. Report titled "Completion Report for the Soils Cleanup at Parcel 2 of the Former Scott Paper Mill Site, Anacortes, WA; ThermoRetec Project No. SHCSO-03903-500", prepared by RETEC for SHS.com and Port, and dated May 18, 2000. These documents are on file at Ecology's Northwest Regional Office. This Restrictive Covenant is required because the Remedial Action resulted in residual concentrations of certain hazardous substances, including total petroleum hydrocarbons, polynuclear aromatic hydrocarbons, polynuclear chlorinated biphenyl's, dioxins/furans, and heavy metals which exceed the Model Toxics Control Act, Method B, cleanup levels for soil established under WAC 173-340-740. The undersigned, SHS, is the fee owner of the real property ("Property"), located at R Street and Seafarers Way, Anacortes, Skagit County, Washington, that is subject to this Restrictive Covenant. The Property is legally described as set forth in Exhibit A, attached. SHS makes the following declaration as to limitations, restrictions, and uses to which the Property may be put and specifies that such declarations shall constitute covenants to run with the land, as provided by law and shall be binding on all parties and all persons claiming under SHS.com 3 501992574.021 Restrictive Covenant them, including all current and future owners of any portion of or interest in the Property (hereafter referred to as "Owner"). Section 1. 1. Owner shall maintain the soil cap layer and hardscape areas, such as shoreline promenade armor stone and fire lane "Grass-Crete", described in the attached Exhibit B. Owner shall prevent penetration, removal, erosion or degradation of the soil cap layer, exposure of the capping indicator layer, and exposure of soils beneath the capping indicator layer. Owner will notify Ecology 30 days prior to initiation of activities which could penetrate the soil cap layer and/or generate contaminated soils from beneath the capping indicator layer. The notification will include a description of the work to be perfoinied and the procedures to be used to prevent the spread of contaminated soils to uncontaminated areas and to ensure the maintenance and integrity of the soil capping layer. 2. Owner shall maintain the infiltration controls which are an integral part of the soil capping layer, as described in the attached Exhibit B. The infiltration controls include all pervious and impervious landscape features, such as parking lots and bioswales, and stormwater management components, such as building drains and drain clean-out stations. 3. Owner shall maintain the cathodic protection system required for the containment wall in accordance with the design documents for that system, described in the attached Exhibit C. 4. Owner shall maintain and monitor the methane control system installed within the existing building, described in the attached Exhibit D. All future buildings on the Property SHS.com 4 501992574.021 Restrictive Covenant with enclosed, occupied spaces which could potentially accumulate methane gas will be designed with an integral methane control system. 5. Owner will not withdraw, or allow others to withdraw, groundwater from the Property without permission from Ecology. An example of permitted withdrawal would be for Ecology required monitoring or remedial action. _ Section 2. Any activity on the Property that may interfere with the integrity of the Remedial Action and continued protection of human health and the environment is prohibited. Section 3. Any activity on the Property that may result in the release or exposure to the environment of a hazardous substance that remains on the Property as part of the Remedial Action, or create a new exposure pathway, is prohibited without prior written approval from Ecology. Section 4. The Owner of the Property must give thirty (30) days advance written notice to Ecology of the Owner's intent to convey a fee interest in the Property. The Owner shall not convey title, an easement, a lease, or another interest in the Property without adequate and complete provision for continued monitoring, operation, and maintenance of the Remedial Action. Section 5. The Owner must restrict leases to uses and activities consistent with the Restrictive Covenant and notify all lessees of the restrictions on the use of the Property. Section 6. The Owner must notify and obtain approval from Ecology prior to any use of the Property that is inconsistent with the terms of this Restrictive Covenant. Ecology may approve any inconsistent use only after public notice and comment. Section 7. The Owner shall allow authorized representatives of Ecology to enter the Property at reasonable times upon reasonable notice unless an emergency prevents such notice for the SHS.com 5 501992574.021 Restrictive Covenant purpose of evaluating the Remedial Action; to take samples, to inspect Remedial Actions conducted at the property, and to inspect records that are related to the Remedial Action. When exercising its right to access, Ecology shall take reasonable steps to minimize the impact to Property users and tenants. Section 8. The Owner of the Property reserves the right under WAC 173-340-440 to record an instrument that provides that this Restrictive Covenant shall no longer limit use of the Property or be of any further force or effect. However, such an instrument may be recorded only if Ecology, after public notice and opportunity for comment, concurs. Shared Healthcare Systems, Inc., a Delaware corporation By / tiCr Its f zEScIDcNT. Dated this 31 day of Ac9 cL t , 2000 SHS.com 501992574.021 Restrictive Covenant EXHIBIT A LEGAL DESCRIPTION Lot 2, Short Plat No. ANA-98-003, approved February 8, 1999, recorded February 17, 1999 in Volume 14 of Short Plats, pages 4 and 5, under Auditor's File No. 9902170072, and being a portion of Government Lots 1 and 2, Section 19, Township 35 North, Range 2 East, W.M., and of Lots 15, 16 and 17, "PLATE NO. 10, TIDE AND SHORELANDS OF SECTION 19, TOWNSHIP 35 NORTH, RANGE 2 EAST, W.M., ANACORTES HARBOR", according to the official map thereof on file with the State Land Commissioner at Olympia, Washington. Situate in the City of Anacortes, County of Skagit, State of Washington • SHS.com 7 501992574.021 Restrictive Covenant Exhibit B Soil Cap Inspection and Maintenance Residual contaminated soils, as defined in the 1999 Cleanup Action Plan, are contained beneath a clean soil cap. The base of the cap is defined by an indicator layer of black geotextile fabric. The capping soil consists of approximately two feet of clean sandy soil located above the indicator layer. Additional enhancements to cap integrity (armor stone along the shoreline promenade, and Agrass-crete along the fire lane) have been added in areas where the capping soil layer is less than two feet in thickness. Infiltration controls have also been added to minimize infiltration of collected stoiinwater into Lot 2 soils. On a monthly basis, the property owner will inspect the following areas for damage to the cap, included but not limited to the items listed in Table B-1. Any damage or erosion that may potentially expose contaminated soils or cause failure of the infiltration controls will be corrected by the property owner. Table B-1. Parcel 2 Area Check for and Correct as Necessary Main Yard Area Soil Cover Cap erosion and/or exposure of the indicator layer Hardscape Areas Shoreline Armor Stone Removal of armor stone and/or erosion of capping soils Fire Lane AGrass-Crete- Damage to AGrass-Crete= and/or exposure of indicator layer Infiltration Controls Building Drains Drain leakage or drains not properly connected to stormwater management system Biofiltration Swales Erosion of cover soil layer, fouling of discharge outlet, or damage to clay liner Drain Clean-Out Station Erosion of cover soil layer, fouling of discharge outlet, or damage to clay layer SHS.com 8 501992574.021 Restrictive Covenant EXHIBIT B SOIL COVER, HARDSCAPE AND INFILTRATION CONTROL LOCATIONS tJ O 3 A �� —'�-SD s . , rnr 6, 7"• iii ... it li .-L----- --- FIDALGO BAY Pi . 11.. - .' .:,.. ': al -: ,c, ; 1/6 ------)\i (PORTARCEL 1 HiP) / SOUTH HgRBcR iiii'H,CL,(7,::\ik:::_ siest:7":7_...,:..1:_:.:1_ Yrr ' ‘,__ PARS \d L , , �j - , (PORT OWN�R1SHIP ______.„4. ._______.:___ c itl‘ ,';,///://:4t.: \\ %.*".°47•1:,, 40001-----)/7 sl;— ..ram' Iii:.,\,\_,..0.,.,..... ,i'.. \' -- 1 u� al LEGEND / r 1=: TIONAL PARKING /D RAINWATERSURFACE WITHINWATER i 1, ,„ HARD PIPED ROOF DRAIN 7,, 14, .... c==, ._,. \ . . \' \���' .%i' .4' , N , a,Manit ish.a"------- =----________.\''\\\\‘''''\\''' n o-_-sr� Wm arrwa wa —"• _ :,, _ +—r- UKD KNOW O DOM pro COLUCTIN COCK IIMMO CD TM 60 0 120 Ile all 1.1 cJMO In IMINIMMIN11111111111=1111 Scole 1 120' [81 O� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING DEPARTMENT) (360) 293-1943 P.O.BOX 547, ANACORTES, WA 98221 (360)293-1938 FAX �rW IAN MUNCE, DIRECTOR cog September 20, 2000 Mr. Tex Ladish Director,Facilities Development SIIS.com P.O. Box 40 Anacortes,WA 98221 RE: Independent Remedial Action Shared Healthcare Systems, Inc. facility, R Street and Seafarers Way, Anacortes, WA. Dear Tex: This letter is to acknowledge receipt of the following items: 1. September 14, 2000 SHS cover letter 2. August 31, 2000 DOE letter 3. Restrictive Covenant I have reviewed these items relative to the above referenced subject matter and am satisfied that the restrictive covenant meets the City's land use planning requirements. By copy of this letter I am transmitting your September 14, 2000 submission to the Building Department, for inclusion in their files, and to the Shoreline Permit File for your property. Thank you for consulting with us on this matter. Sincerely, CITY OF ANACORTES Ian S. Munee Director Of Planning and Community Development ISM:sr ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. + ar-„ (INCLUDING BUILDING DEPARTMENT) (360)299-1943 P.O.80%547, RNACOATES, WA 98221 (360)293-1928 FAX 7� - C'.� IAN MUNCE, DIRECTOR 4CORD October 29, 1999 Department of Ecology ATTN: Shoreline Permit Reviewer Northwest Region Office 3190 160th Avenue S.E. Bellevue, WA 98008-5452 RE: Modification # 1 to Shoreline Permit# 242 (Sun Systems, Inc. #1998-NW-10149) Dear Shoreline Administrator: This letter is to formally approve the following revision requested in the attached detailed plans and text relative to the above referenced shoreline permit. We have reviewed the requirements in Section 13 of the City of Anacortes' Shoreline Master Program, together with WAC 173-27-100, and determined that the proposed changes are within the scope and intent of the original permit. This letter is to formally make the final ruling on consistency and to file the required notice with your department. Pursuant to WAC 173-27-100, the revised permit is effective immediately. However, "appeals shall be in accordance with RCW 90-58.180 and shall be filed within twenty-one days from the date of receipt of the local governments action by the Department." Further, "construction undertaken pursuant to that portion of a revised permit not authorized under the original permit is at the applicant's own risk until the expiration of the appeals deadline." Thank you for your attention to this matter. Sincerely, CITY OF ANACORTES 9,.x Ian S. Munce, AICP Planning Director/Shoreline Administrator ISM:kj cc: Staff Mr. Tex Ladish, Director, Facilities Development, SHS i1 ■ i II Healthcare Information Systems PO Box 40 Anacortes,WA 98221 360.299.8558 360.299.0329 fax October 22, 1999 wwwshs.cam Mr. Ian Munce Director of Planning&Community Development City of Anacortes P.O. Box 547 Anacortes,WA 98221 - Re: Proposed Revisions to SHS Site Plan Dear Mr. Munce, ,'9 r1!-"4"�=h This letter is a request to make some minor site modifications to our approved shoreline permit�,r.: s number 242, approved 9-16-98.The accompanying site plan and parking summary show '' proposed revisions bySHS to our parkinglayout and future site build-out. While our plans for i t�r "� P P Y - building construction have not changed,we wish to accommodate a larger health club on site. ii. This will require some minor modifications to our parking layout and vehicular circulation. The requested changes are within the scope and intent of the original project. The key element of our proposed modification involves relocating the proposed health club to the south-west portion of the site and increasing the size from 4,000 to 12,000 square feet. We have reduced the size of the phase III office area to maintain the same total building coverage.The health club will be operated by a local company,and will continue to be an accessory use to our new Research and Development Campus.In addition to use by our employees, the health club will be open to the general public. The attached parking summary sheet is broken down to show proposed changes relative to the Shoreline Submittal(7/16/99)and Bid Set Documents(2/9/99). Phase I Build-Out will include 40,000sf of office space,a 12,000sf Health Club,and a small Kayak Rental Facility. Phase II will incorporate an additional 13,000sf of office space. Phase III will include another 30,000sf of office space plus a 4,000sf Daycare Facility. For the purposes of this summary,estimated parking requirements for each phase of construction are per the guidelines of the Anacortes Zoning Code.Actual sizes may need to change slightly, but as described on the following page, in each of these phases SHS will provide more parking spaces than are required per code. Thank you for your time reviewing this proposal. Sin ly, f 7 _ ,,4 / mc�e' Tex Ladish Director, Facilities Development N 1 1 , ORIGINAL SHORELINE SUBMITTAL Buildings & Parking Shown on SHS Shoreline Submittal 7/16/99 SHS Phase I: 54,000 gross sf SHS Phase II: 42,000 gross sf Fitness Center: 4,000 gross sf Daycare Facility: 4,000 gross sf Kayak Rental Facility: 300 gross sf Total Building: 104,300 gross sf Total Parking Shown: 318 stalls Buildings & Parking Shown on SHS Phase I Bid Set Documents 2/9/99 SITS Phase I 40,000 gross sf (25,748 net sf) Total Parking Required: 25,748 @ 4/1000 103 stalls Total Parking Provided: 144 stalls 10-19-99 PROPOSED PLAN WITH LARGER HEALTH CLUB Proposed Buildings & Parking for SHS Phase I Build-Out SHS Phase I 40,000 gross sf 103 stalls Health Club: 12,000 gross sf 12,000 @ 3/1000 36 stalls Kayak Rental Facility: 300 gross sf 5 stalls Total Phase I Parking Required: 144 stalls Total Phase I Parking Proposed: 188 stalls Proposed Buildings & Parking for SHS Phase II& III Build-Out SHS Phase II 13,000 gross sf (13,000x75%=9,750 net sf) 9,750 sf @ 4/1000 39 stalls SITS Phase III: 30,000 gross sf 30,000x75%=22,500 net sf 22,500 sf @ 4/1000 90 stalls Daycare Facility: 4,000 sf 4,000 @ 3/1000 12 stalls Total Phase II&III Parking Req.: 141 stalls Cumulative Prkg.Req.Phase I,II&III: 144 stalls + 141 stalls 285 stalls Cumulative Prkg.Proposed Phase I,II,III: 292 stalls Total Building: Cumultative square footage 99,300 gross sf - PLUMBING PERMIT CITY OF ANACORTES PERMIT NO.: PLM1999-00019 P.O. BOX 547 ANACORTES,WA 98221 APPLIED: 10/14/99 (360)293-1901 ISSUED: EXPIRES: 10/15/00 SITE ADDRESS: 1601 R ASSESSOR'S PARCEL NO.: P32959 TYPE OF WORK: New TYPE OF USE: Commercial PROJECT DESCRIPTION: add three urinals and two floor drains OWNER CONTRACTOR SUN HEALTHCARE SYS1 EMS P.O. BOX 40 ANACORTES, WA 98221 Primary Phone: Primary Phone: Phone 1: 299-4151 Phone 1: License#: Plumbing Fixtures Fees Fixture Type T. By Date Receipt Amount II ,� - 0 's, DM 10/15/99 0103920 $55.00 Floor Drains - ;' ,.,; Urinals ° I"' `' (in dr, ti It •iA .t<n HG Total: $55.00 II 'n� I-ra ° t NOTES: sAw40WC 8 II o_aw - II H C]H1.--- I l' =x[cornaw �, Ili = Q _ it H . _j s LLQFLFi0t-, H J 0 ,74 QUO Ca ' �_c vaa Ha 'r, J U Tr_ 11 = II I�-I O= ' I hereby acknowledge that I'. �� I{ � I Jove information is correct, and agree to comply with all ordinances and state 004 }s vered by this permit. wI.,l II 4Tj s = = II ,.-II_ Y memo ti w w Lu>.. ? 'c0 fl ro I//I I Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL : 1) 24 Hour Notice Required For All Inspections 1of1 —— ATTACHMENT ACHMENT B TO EXHIBIT / I 1 ; • i i-y is `aI �i: NET :TL7;2%..r.-,F 1 I U ;; wit ;i• . 1 / 1,: L+ _ i �, ,`;i, ^f. ---1"--,.`rY^-W^�Y� TrY;Y:'Y"Y.�sYyrY ,�yT CiTv YT TT T.�.l�`��+ --VAT:�Z {� ? ,ti ' ._-_— —_�--_ ----_— !h- . ..... ii _ = —I -- ^'I t. , 1ra:..1i - j , 11 . 1 , , • t n -' �:. .: -- - ! c lil I ] I ; T - -� 1.1 —. i1 ? ( 1 ! i 1 1 i Il : 1 . I i, ; yt , l , i I ; , i T, • :ls •�`. /l i �,.tis<" _..-.ec e3...^.. �_ -' 11• ,\ 7111 i r • f t, - i \ / y, ' ' I � ,� `' - __.'1 l _ , ` ' r MMg.A IM1 rt'- --II It1 i I i I 1 n ,' v — — _ — - 1 1` 1 I, t fi• kll ti ( 1;' IN, t Ni: 4 _I_F4 - 1 �— FICALGO BAYj , ate\• 1- �• `�N I n *- i ' '0, 4 a Em'Irc / J i��mY s:1P _ _ 1 1 t � 1,` \ `luau£snsl 1 ` 7 �/ /II f- h I •llI I1 1 t u \ e � .1 \`, ``N. \�\ `\\• �`;\ c<ICiccca icccccccl<accc \ 4jr ` ;;'�_- \�. \\, •• ••, I 1 Il / // // 1(s i I \I� :1 ! ¢!; ,m,csmwaw a . --= l.1 i • ii\ , . \ \ \ �j ON suil9 t �°°s --'' 11=i 1i 11I I a°�`w:: \\``• `,� :/ I ,1111 1:1 / 1 ,,,A,\ / ! /• //F• (i ,� -_ rc !4jt ic cl<lcl d<lc cic �. n�•s, _ 1 •1-li \ i i '. .., i ; t / fr v'•/i+,' I l o- , , \ pxt�-� I iHtQtB/t{RIWn• ,immu— / iy \ a c .ram'` 1 l .� / 1 1 1 1, 1 `' ` o f si*:::KTE_ same. jj�'. i ! 1 1 / /11 1 ' 1 I m /MESS was ll s / 1 i 1• !i !, / /j� 1 u I ( 1 I I I i I I I I I 1 ' MK21 �� ) , ; WmC wIN %? c`�� 1.71 +�'f j4• `AA 1 , t 's�/. l i 1 ! 1ttci 1 1 1 ' • `• ` ' f e• , ` F. .y + • ,i , 11 , (i@+t�� �' `•\ i � ; p.,`.1'1 u `i 1 :'/ lr•• . % i 7 1 '� • - 9I/ i 1 ! 1 i ! i I 1 , ( Yl'� i — • 'I uraxrvc •cEY,E ' ��.i .-. /� '' i.'r(' r • ? 1 { Z l Jj % /' l�llil i � t �« ;1cw rid ,<011140 �l ",1� 2• • a« i.J ( �11; r t, "<- '1 III I I 11' 11 M iminL , ` EMI aeme• \ \ J !. 2/ti 1 1r' r • 1 I� 1 ttl; _ , ' jj3NNu _ ittf •lj • �if ./ , . .; • ... }MPfl1,£ I 11 1 J ,/ lsli 1 1 1k- "—�' —=_ _ — __ do-ii`•• iJ � — a ' 1 Jai:=../.1 i ,',. d W . alit,a o,;: ("9, •.oir.F I 1 , J y;l 1; <«<I<1<<1 «<< 4<:,«<<«««<— ,,_ ter. 1� ,- ; : ,:,,; . • { i 1 _ _ __ _.E I'll _— — —_ i _=____— _ ==__=_ - - _ __—__ J , 'z%?/ I i. {,iq ,! l�� - --- -'-� �1 ' •((�� N. 1. 6_ FRO2ERNES �13:` Pt Oj c-T PKoP€RTY Une (7.69 ACRes) . IIII- =' C'�p� �(b DEC[ S\A41•"e Pei'�;k- a.��� `H6-`28 Il.il I _ V 0 2'5''''5j0 100 290 - 1 ! L 1 I 1 .t . M . S� SYSTEMS MS 50 _ U MITHUN Atelier ' - - . : ..44 IAffi.GOC?l,MCh £CMS ROPOS1 'D SITE PLAN - P 7-16-98 _�.w �,.� 1 of 3 Y ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. 9 .7 PERMIT CENTER P.O.BOX 547,ANACORTES, WA 98221 (360) 293-1901 - FAX (360)293-1938 IRN MUNCE,DIRECTOR Cott EDWIN FRANK,BUILDING OFFICIAL• efrankl @gte.net October 5, 1999 Mithum Partners CO 4 J� 414 Daniel A Way,Swaa ILA 414 Olive Way, Suite 500 �J/� " Seattle, WA 98101 RE: Sun Health Care Systems, Inc. East Exterior Wall Fire Rating Dear Daniel: Based on the information provided in your submittal dated September 27, 1999,the requirement for 1-hour fire resistive construction of the east exterior wall is waived. This waiver is applied based on a height restriction limiting construction to a height of I-foot below SHS finish first floor elevation. If you have any questions,please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner DM:md Mithun Partners, Inc. Daniel A. Swaab MITHUN 414 Olive Way PARTNERS Suite 500 Seattle, WA 98101 (206)623-3344 September 27, 1999 Anacortes Building Department Don Measamer Plans Examiner P.O.Box 547 Anacortes, WA 98221 Re: Sun Healthcare Systems,Inc. One-Hour Fire Rating Don, As we discussed on 9/24/99, per Sun Healthcare Systems' shoreline approval, no significant structures can be built on Parcel 3. After reviewing the shoreline CC & R's, the exact restriction reads that in Zone E(see Exhibit A attached), no structure can be built higher than elevation 18.5' above MLLW (Mean Lower Low Water, aka Elev. 0). This is slightly different than we had discussed on the phone, but basically means that since our finished floor elevation is at 19.5 feet, that no structure can be built that is over one foot below our first floor level. I think the actual restriction still meets the intent of our discussion. Therefore,we request that the code requirement to make the walls within forty feet of the East property line (between Parcels 2 & 3)one hour rated,be waived. I have attached a sketch showing the new extents of the one-hour fire rated walls. If you wish to discuss this further, please let me know. Thanks for your time, 90.... 1 4 Daniel A. Swaab Project Architect cc: Tex Ladish, Sun Healthcare Systems, Inc. file: 98060-6.2 (V DAS:das P L A N C C R F. A \ I' A N I E G INTERIOR DESIGN 4 1 4 OLIVE WAT Attachments S e I T li > 0 n SE ATILE \\'A 08101 I2001 023 1344 F-Id I2I)01621 J0115 SEP-27-1999 15:22 P.03iO3 I ARTICLE Ill IMPROVEMENT STANDARDS 3.1 Minimum Setback. No Improvements of any kind,and no part thereof shall be planed closer than permitted in the City of*names Zoning Code to an Interior Property [ Line. "Interior Property Line" shall mean the boundary between any Parcel within the Property and all other Parcels bordering upon said Pared. 3.2 Height Restrictions. Unless otherwise approved by the Owner of Parcel 2. which approval may be withheld in such Owner's discretion.improvements to Parcel 3 of the Short Plat shall be subject to the height restriction drawn on Exhibit A attached hereto and made a part hereof, except that the height restriction shown on Exhibit A shall not apply to vessels,temporary equipment used on"A"dock,or rolling stock. i A new breakwater shall not exceed the height of the existing breakwater by more than two(2) feet. If this breakwater height limitation is unreasonably restrictive, Declarant may request a modification of the restriction from SunSystems. SunSystems shall, in considering such reques t, take into full account Declarant's engineering requirements for construction of a (( functional and adequate breakwater. SunSystems shall approve such request if, in the i reasonable discretion of SunSystems,the request will not materially and detrimentally impact the view front Lot 2. 3.3 $jg_M. All Signs shall be subject to applicable taw and ordinances of the City of Anacones. No Sign shall be permitted on any Parcel unless approved by Declarant in writing. No Sign shall be approved other than reasonable and non-obstnrctive;business park identification Signs,information and vehicular control Signs,Signs identifying the building or the business of the Owner or Occupant of a Parcel,and Signs offering the Parcel for sale or tease,and temporary development Signs:provided,however,Declarant shall have the right to advertise the Property and any Parcel far sale or lease by Signs displayed to the public until all Parcels within the Property have been sold or leased by Declarant. 3,4 foot. No fences or walls shall be pcnnined on any Parcel unless such fence or wall is necessary for security or screening purposes. Declarant reserves the right to approve the location and design of all fences, and no fence shall be constructed without a Ictrer of approval from the Declarant. • SS Parking Area. 0[Gsueet parking adequate to accommodate the parking needs of the Owner or Occupants, the employees and visitors thereof shall be provided by the Owner or Occupant of each Parcel. The intent of this provision is to minimize the need for any on-street parking;provided,however,that nothing herein shall be deemed to prohibit on- street parking of public transportation vehicles. If pocking requirements increase as a result of a change in the use of a Pared or in the number of persons employed by the Owner or Occupant, additional off-street parking shall be provided so as to satisfy the intent of this .ievaa.wwowe�.w. axra 9903020097 iexI952PG02I4 TOTAL P.03 F.b�ib� SEP-27-1999 15:22in i 1 I C I 1 444/ f. /ifOi iii /L_'Gl//G;zii �i�!✓ic.f�i.cai 'ier, „ . I.a_ a 0uuu1mnl I�IrO111111111n r u /f� L — /��wm,-- ' I � ^i 11 �/ I Daycare 0 Office I j il ob I Ih vID 1 it, PHASE I & 11 PARKING +/— 115,000 SOFT. (2.6 ocras) �1 = :. '�i �; �i� I I I \` vi MC }si L, fitness 3MJJJ ' an dm wins C9�b mr s ms I� �r�t� SUN SYSTEMS /!� C i / FO m.min.t v FOAM e. lek • Of1 1 . 1 PROPERTY LINE — -- — \\ ' �_. A. 5.5' ABOVE TOP OF RIP D 25' ABOVE RAP (ELEV. T.15.0.I MLLW (ELEV. 0) B 10' ABOVE TOP OF RIP E 18.5' ABOVE RAP (ELEV. T.B.D.I MLLW (ELEV. 0) C 3.5' ABOVE TOP OF RIP I. ♦ 4 M RAP (ELEV. T.B.0.) . K MITHUN SUN SYSTEMS. INC. 7-28-98 AM ! BOA .•'• '; ' s Mi iMI SOUTH BASIN SITE PLAN uMarM 011.1—I ® 7 \ cr, cr. to \/-- --4 WOOD HEADER a WV 1R 05 400#:31 r- \ Y a X --- _i 617.7,9 1 1 \ 0 _.,„-- • Q,,, 1 / 0 \ • 1 7 R 195 WOOD H i ER a 12R \ , cR % \, (,. \ io , ..,_ )- -s ....\- -\ __ ... ..- - - \ .... -- - .... .... - 7, . . , , , .... - -- , .... - , .. ... .... ..., . ... CONCRETE ESPLANADE 2 ..... ...• i I S 87°21'171 E . 1 •••". .•• 6 / -CT, 10 r -"—s------- ..---1--_—....---',„ 714.r "Mr 9 "- — --1 ,_ . \ 3 ,-- .. natIA. t.- •-c — — — 1401e geireicrior) ONE-Hoot WALL* . " C.) 1 V4105ED Er'( 15A56 Ota POWIMITY ,, / Bkile eta?• x \ — _ 4411) 26Y-1 PROPERTY MITWAi pMEtc CORNER 0••••••4 10 20 40 ‘ I 6°M kelkaltaile 575Tfti SCA__. -..... ....r LE I 20 0 41/27/ /1 F \ �) ) 1 AG RA AGRA Earth& ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 11335 NE 122nd Way Suite 100 Kirkland,Washington USA 98034-6918 Tel (425)820-4669 July 8, 1999 Fax (425)821-3914 9-91M-12347-B Sun Healthcare Systems, Inc. P.O. Box 40 Anacortes, Washington 98221 Attention: Mr. Tex Ladish Subject: Pile Installation Summary Sun Healthcare Systems Waterfront Facility SeaFare & "R" Avenue Anacortes, Washington Permit No. WM99-0029 Dear Tex: At your request,AGRA Earth&Environmental, Inc. (AGRA)monitored the installation of production piles at the above-referenced project site on a full-time basis. This letter summarizes the elements of the pile installation program and describes our observations. We previously conducted a geotechnical evaluation of the site and submitted a Geotechnical Engineering Report (8-91M-12347-0) dated January 26, 1999. INSTALLATION SUMMARY A total of 114 steel pipe piles were installed for the proposed waterfront facility. Test piles were driven on March 30 and 31, 1999, and production piles were driven between June 24 and July 6, 1999. Each steel pipe pile had a diameter of 14 inches and a wall thickness of% inch, except for the six test piles installed earlier, which had wall thicknesses of %2 inch. All production piles had a 1-inch-thick flat steel plate welded onto the pipe tip. While 60-foot and 61-foot lengths were used for test piles, three different lengths were used for production piles: 63, 68, and 71 feet. The total length of piling driven below the cutoff elevation was determined to be approximately 6,546 feet. All piles were infilled with CDF after driving was completed. Discussions concerning installation methods, summary data, spliced piles, low-capacity piles, and head elevations are presented in the following text sections. Installation Methods All piles were installed by American Construction Company (ACC) with a Delmag 30-23 single-acting diesel pile-driving hammer exerting 66,100 foot-pounds (ft-lbs)of energy at optimum speed. Each pile was driven to an apparent capacity of at least 93 tons, based on WSDOT 1997 Standard Specifications. In our calculations for the pile installation program, the apparent •j S:\WORDPROC\99 Projects\Seattle\12000s\123471Pile Installation Summary wpd Sun Healthcare Systems, Inc. 9-91M-12347-B July 8, 1999 Page 2 capacities take into account a hammer efficiency of 80 percent,with a minimum safety factor of 3.0. We used the GRL WEAP computer program to determine the number of blows per foot required to achieve the 93-ton design capacity for the test piles. The information provided by ACC on the Delmag 30-23 diesel pile-driving hammerwas incorporated into the computer program to determine the blows per foot required. Due to the variable fuel settings for the diesel hammer, several calculations were run with the GRL WEAP computer program. Based on actual field testing data and a hammer speed ranging from 40 to 47 blows per minute, it was determined that approximately 43 to 68 blows per foot for cohesive soils would be required to achieve the apparent design capacity of 93 tons in the prescribed bearing stratum (hard silt deposit). It should be noted, however, that for convenience in the field, a capacity of 95 tons was sought. This capacity was obtained in all but one case, where exactly 93 tons of capacity was achieved. Furthermore, in a few locations it was necessary to drive the pipe piles to a greater capacity to achieve required penetration due to dense soil lenses above the prescribed bearing stratum. Summary Table Pile data for all piles driven on the project site is summarized in Table 1. Before the installation of production piles, in an attempt to ensure that all parties involved use the same numbering system, we numbered each proposed pile location on an extra set of plans and left them in the contractor's on-site office. These numerical designations can be seen on the attached Pile Layout Plan. Table 1 includes the pipe pile designation,the order the pile was driven, grid location, length driven, depth driven below cut-off elevation, length of pile, hammer speed, final resistance, pile capacity, and any relevant comments. Detailed information on a certain pile (such as diameter, wall thickness, driving time,or foot-by-foot blow count)is contained in our individual pile-driving records (not enclosed). Spliced Piles During the installation of production piles, none of the piles required splicing. Of the six test piles (TP) driven at an earlier date however, four required splicing to bring the pile up to the specified cut-off elevation. Extensions obtained from other pile cut-offs were butt-welded onto pipe piles 31 (TP-6), 95 (TP-3), 110 (TP-1), and 73 (TP-2), which had already been spliced once, by a certified welder from ACC. Low Capacity By the completion of the production pile installation program, no pile had a capacity below the required 93 tons. During the installation of test piles, pile 73 (TP-2) did not achieve the apparent design capacity of 93 tons, so it was subsequently retapped during installation of production piles. This retap indicated the pile was well over the required 93-ton apparent design capacity and that a significant"freeze" had occurred on the pile. Head Elevations As indicated above, only four piles (piles 31, 95, 110, and 73) were driven below the cut-off elevation. At the time of test pile installation, the cut-off elevation was thought to be 14.7 feet; S\WORDPROO\99 Projects\Seattle\12000s\12347\Pile Installation Summary wpd (4 AGRA ENGINEERING GLOBAL SOLUTIONS • Sun Healthcare Systems, Inc. 9-91 M-12347-B July 8, 1999 Page 3 however, it was later revealed that the cut-off elevation was actually 17.375 feet. This caused several of the test piles to be below the cut-off elevation and in need of an extension. CONCLUSIONS In our opinion, the pile installation work that we observed on the subject property was properly performed in accordance with the approved plans and specifications, as well as with the recommendations of our previously submitted geotechnical report and subsequent correspondence. CLOSURE We appreciate this opportunity to be of service. If you should have any questions regarding this letter or other topics, please do not hesitate to call. Sincerely, a. M.Arta 7/r/7 ff Engineer �. : , 4 w O !Pt 27766e V q s SSr0trALEts. mrampljifinen enry . Brenniman James M. Brisbine, P.E. Senior Project Engineering Geologist Associate JCR/HWB/JMB/clt I Enclosures: Table 1 — Pile Driving Summary Pile Layout Plan Distribution: Sun Healthcare Systems, Inc. (2) Attn: Mr. Tex Ladish Mithun Partners (1) Attn: Mr. Daniel Swaab Schemmer Engineering, Inc. (1) Attn: Mr. Jim Schemmer Coughlin Porter Lundeen (1) Attn: Mr. Brian Lundeen American Construction Co. (1) Attn: Mr. Vernon Uy City of Anacortes (1) Attn: Mr. Don Measamer Fisher & Sons, Inc. (1) Attn: Mr. Bruce Berglin S\WOROPROC\99 Projects\Sealtle\12000s\12347\Plle Installation Summary wpd r AGRA ENGINEERING GLOBAL SOLUTIONS 3 Le CIA ..LL a,., st h G CIS bii W1 �•• '� 941•,1!^^ ^^ a', • C. bCS¢ ! 4 -le..-_._,t..i �Oi _.¢ � ^. 1i5 Why ?'� i co i �L ¢..--, v dr. 1 d' ` , A-?r t �/t ' t Otg , ".. w • . ,v 1�! v�d ¢, _ _� w air lrr ,!"*r- .z ¢yv� l i :.,� IB FJ 'as ' \ \ \� -1 0 x, V \-�..r- i},¢ w t i -',a 9 i. - Y A r . --., t f'x. �)11 ... r` IA\, R 11 t w w11�W ir-tk \ �;P .¢ ': ""=L:-.�,. 'i ,7% w o- i x �!r 'F5' r. �•x'0 �6 w y .e 1-s _ \ i - V3 • Y _ap ?4'. 2' .,,. _.__ !! r'. �yi�' r `` a,'- • 1v JI r YH t•.-_. '- ---.-._. "k`Zl=,-.. ' w11 1! { y + Y� -___.._ 1648 , �, Pg`y - f69F' £yH�3�:, ---- ii ! r!w`.' W'., it B _` " `'' \ ii \` ,,.. ri(1 .'y #- V' YI, �" ‘ f9]Yb0 ,1$% 1;N \\\ f, 4 atldf if w y 18 '1 1 ! OWupANA-\A� ew • 1V 1 I Appendix A Page 1 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent Pile Order Grid Length Below Length Hammer Final Pile Number Driven Location Driven Cut-Off of Pile Speed Resistance Capacity Comments (feet) (feet) (feet) (blows/min) (blows/foot) (tons) 110 5' S21-SA 53 55 60 41 90 165 Flat steel plate on tip-extension (TP-1) welded on to cut-off el. 73 4 S21-SC 67 67 67 40 240 242 Steel conical tip,6-foot splice (TP-2) added and redriven needs to be retapped-retapped 7/1/99 to achieve capacity-extension I welded on to cut-off el. 95 6 S9-SA 68 64.5 61 46 65 95 Steel conical tip-preload (TP-3) excavated around test pile to permit driving-extension welded on to cut-off el. 9 1 CA-C1 58 59 60 46 62 93 Flat steel plate on tip I (TP-4) 14 2 CF-C1 58 58.5 61 47 66 95 Steel conical tip (TP-5) 31 3 SC-S1 59.5 61.5 60 42 66 106 Flat steel plate on tip-retapped (TP-6) 3/31/99 to achieve capacity- extension welded on to cut-off el. 21 7 CG-C3 62.5 62.5 63 44 120 154 retapped 6/28/99 to achieve capacity 7 8 CG-C1 60 60 63 48 96 112 15 9 CG.8-C2 62.5 62.5 63 44 96 138 retapped 6/28/99 to achieve capacity 8 10 CH-C1 62 " 62 63 44 132 162 retapped 6/28/99 to achieve capacity S\WORDPROQ99 Protects\Seattle\12000s\12347\Pile Installation Summary.wpd C,.• AGRA Earth & Environmental ENGINEERING GLO9AL SOLUTIONS Appendix A Page 2 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent ICI Length Length Hammer Final Pile Order Grid Below Pile Driven of Pile Speed Resistance Comments Number Driven Location Cut-Off Capacity (feet) (feet) (feet) (blows/min) (blows/foot) (tons) ', / 49 11 CG.8-S2.2 55 55 68 44 70 112 32 12 CG.2-S1 56 56 68 46 87 116 38 13 CG.2-C5 55 55 63 45 67 102 50 14 CJ -S2 58 58 63 41 69 127 39 15 CH -C4 51 51 63 45 81 117 22 16 CG.8-C3 54.5 54.5 63 45 76 112 40 17 CJ.1 -C5 53 53 63 47 81 108 23 18 CH.5-C3 61.5 61.5 63 44 132 162 retapped 6/28/99 to achieve capacity 33 19 CJ.5-C3.5 62 62 63 40 90 158 retapped 6/28/99 to achieve capacity 16 20 CH.5-C2 67.5 67.5 68 44 126 157 retapped 6/28/99 to achieve capacity 1 21 CJ.8-(-C1) 63.5 63.5 68 45 76 112 6 22 CJ.8-C1 59.5 59.5 68 45 70 107 17 23 CJ.8-C2 47 47 68 40 130 192 2 24 CM-C1 64 64 71 44 66 108 3 25 CL.2-C1 51 51 68 44 82 125 20 26 CM-C2 61 61 68 44 72 114 26 27 CM-C3 54 54 68 44 70 112 43 28 CM-C5 60 60 63 46 64 96 S:WORDPROC\99 Protects\Seattle\12000s\12347\Plle Installation Summary wpd ' AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Appendix A Page 3 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent Pile Order Grid Length Below Length Hammer Final Pile Driven of Pile Speed Resistance Comments Number Driven Location Cut-Off Capacity (feet) (feet) (feet) (blows/min) (blows/foot) (tons) 19 29 CL2- C2 60 60 63 46 66 97 18 30 CK.6-C2 59 59 63 44 72 114 24 31 CK-C3 67.5 67.5 68 43 58 104 25 32 CL-C3 67 67 68 44 62 104 41 33 CK-C5 67 67 68 44 58 101 42 34 CL-C5 66 66 68 44 59 102 81 35 S21.5-SB.5 58 58 71 44 72 114 70 36 S18-SC 55.5 55.5 71 43 72 119 71 37 S19-SC 62 62 71 43 69 117 72 38 S20-SC 60 60 71 43 60 105 91 39 S21 -SB 48 48 71 43 84 131 109 40 S20-SA 56.5 56.5 63 43 62 107 90 41 820-SB 55 55 63 43 60 105 108 42 519-SA 51 51 63 44 64 106 107 43 S18.3-SA.2 47 47 63 44 62 104 89 44 S19-SB 56 56 63 45 62 99 105 45 S18-SA.1 52.5 52.5 63 45 64 101 106 46 S18-SA 56.5 56.5 63 43 58 104 88 47 S18-SB 57 57 63 44 66 108 S\WORDPROC\99 Projects\Seattle\12000s\12347\Fare Installation Summary wad c eAGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Appendix A Page 4 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent Pile Order Grid Length Below Length Hammer Final Pile Number Driven Location Driven Cut-Off of Pile Speed Resistance Capacity Comments (feet) (feet) (feet) (blows/min) (blows/foot) (tons) 78 48 S17-SC.5 61 61 63 43 61 106 (NE) 80 49 S17-SC.5 61 61 63 44 65 107 (SE) 77 50 S17-SC.5 61.5 61.5 63 43 58 104 (NW) 79 51 S17-SC.5 59 59 63 44 69 111 (SW) 87 52 S17-SB.2 65 65 68 42 56 104 94 53 S 17-SA.5 57.5 57.5 68 43 94 181 104 54 S17- 53.5 53.5 63 43 60 105 (-SA.1) 103 55 S16- 52 52 63 44 69 112 (-SA.1) "h ,) 102 56 S16-SA 57.5 57.5 63 44 60 102 86 57 516- SB 63 63 68 43 63 109 69 58 S16-SC 64.5 64.5 68 43 56 100 68 59 S15-SC 55.5 55.5 68 44 62 104 85 60 S15-SB 47.5 47.5 68 43 80 128 67 61 S14-SC 52.5 52.5 68 44 70 112 101 62 S15-SA 54.5 54.5 63 43 62 107 S\WORDPROC\99 Projects\Seattle\12000s\12347\Pile Installation Summary.wpd . . PS AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS • Appendix A Page 5 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent Pile Order Grid Length Below Length Hammer Final Pile Driven of Pile Speed Resistance Comments Number Driven Location Cut-Off Capacity (feet) (feet) (feet) (blows/min) (blows/foot) (tons) "M., 100 63 S14 -SA 62 62 63 40 84 152 retapped 7/1/99 to achieve capacity 84 64 S14-SB 57 57 63 45 65 101 66 65 S13-SC 56 56 63 46 75 107 83 66 S13-SB 54 54 68 47 95 117 65 67 S12-SC 51 51 63 45 64 101 63 68 SC-S6 53 53 63 46 75 107 64 69 SC-S9 52.5 52.5 63 46 72 104 j 99 70 513-SA 58 58 68 45 66 102 98 71 S12-SA 45.5 45.5 71 44 130 161 97 72 S11 -SA 58 58 71 44 65 108 82 73 S12-SB 48.5 48.5 63 44 90 131 96 74 S10-SA 56 56 68 45 69 105 92 75 SA-S8 56 56 68 45 64 101 74 76 SA-S7 59 59 68 44 67 110 93 77 SA.2-S9 60 60 63 44 68 111 76 78 SB-S7 53 53 63 46 70 103 75 79 SB.5-S9 50.5 50.5 63 46 82 113 li 61 80 SA-S6 57 57 63 45 65 102 62 81 SB-5653 53 53 63 44 70 112 S\WORDPROC\99 Projects\Seattle\12000s\12347\Pile Installation Summary wpd l* 0AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Appendix A Page 6 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent Pile Order Grid Length Below Length Hammer Final Pile Number Driven Location Driven Cut-Off of Pile Speed Resistance Capacity Comments (feet) (feet) (feet) (blows/min) (blows/foot) (tons) •—,-) 58 82 SA- S5 54 54 63 44 62 104 59 83 SB-55 56 56 63 46 68 102 60 84 SC-S5 53 53 63 46 70 102 ' 57 85 SC-S4 56.5 56.5 63 46 68 101 54 86 SC- S3 62 62 63 44 61 102 34 87 CA-C5 54.5 54.5 63 46 70 103 27 88 SA-S1 62 62 63 43 53 97 35 89 CB-C5 57 57 63 44 58 101 44 90 CA.5-C5.5 62 62 63 40 132 194 retapped 7/2/99 to achieve capacity 45 91 CB-C5.5 62 62 63 40 120 184 retapped 7/2/99 to achieve capacity 51 92 CA.7-S2.5 68 68 71 43 60 105 1T) 114 93 S12- 46.5 46.5 63 45 120 145 (-SA.5) 112 94 S12- 46 46 63 45 95 129 (-SA.2) 113 95 S10- 52 52 63 41 81 142 (-SA.5) 111 96 S10- 56 56 63 44 66 109 (-SA.2) 10 97 CB-C1 58.5 58.5 71 45 68 104 S\WORDPROC\99 Protects\Seat le l2000s\l2347\Piie Installation Summary.wpd C3 AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Appendix A Page 7 TABLE 1 PILE DRIVING SUMMARY Depth Driven Apparent Pile Order Grid Length Below Length Hammer Final Pile Number Driven Location Driven Cut-Off of Pile Speed Resistance Capacity Comments (feet) (feet) (feet) (blows/min) (blows/foot) (tons) r .E 11 98 CC-C1 65.5 65.5 71 44 66 109 12 99 CD-C1 64.5 64.5 71 44 68 110 13 100 CE-C1 64.5 64.5 71 43 70 117 36 101 CE-C5 49.5 49.5 71 43 94 140 5 102 CG.8- 60.5 60.5 71 43 80 126 (-C1.2) 4 103 CF- 63 63 71 44 64 107 (-C1.3) 37 104 CE.5-C5 52.5 52.5 71 43 64 110 30 105 CE.4-S1 62 62 63 44 60 101 29 106 CE-S1 62 62 63 44 59 101 28 107 CD-S1 54 54 68 43 73 121 I 48 108 SC-S2 55 55 71 44 63 105 1) 47 109 SB-S2 52 52 63 44 75 117 53 110 SB-S3 51 51 63 43 67 115 56 111 SB-S4 62 62 71 43 56 100 55 112 SA-S4 59 59 71 45 64 101 52 113 SA-53 54 54 68 43 57 101 46 114 SA-S2 56 56 68 44 65 108 Note: A cut-off elevation of 17.375 feet was used in determining depth below cutoff elevation S\WORDPROC\99 Projects\Seattle\12000s\12341\Pile Installation Summary wpd 4 AGRA Earth & Environmental ENGINEERING GLOOM SOLUTIONS TJUN 30 '99 10:48AM MITHUN PAPTNERS P.1 '2 To: Don Measamer From: Daniel Swaab Dan Harju Company: City of Anacortes Project: Sun Healthcare Systems Fax#; 360-293-1938 Project#: 9806008 R x NR 360-299-1965 Date Sent: June 30, 1999 Page 1 of 2 i Re: t$ire Lane Turn-Around Dons&Dan, Here is our initial sketch for the location and arrangement of the fire truck turn-around at the south end of the north fire lane, as we discussed yesterday. Please let us know if this meets with your approval as we need to immediately locate the fire hydrant. Once you tell us if you approve of the general design, we will follow up with a dimensioned lay-out drawing for incorporation into the "Approved Set". Thanks, v7 Daniel Swaab (� �� Mithun Partners Inc_ 2 t cc: file J Tex ladish, SHS Dave Ringstrom,Atelier 625-0238 Jim Schemmer,360-293-4051 • • • Mitrnn Partners,Inc. 414.04ve Way, Suite 500, Seattle, WA 98101 (206) 623-3344/FAX (206)623-7005 JUN 30 '99 10:48AM MITHUN PARTNERS P-22 • { - .y 4_ � \� Cim FOR GRADING THIS AREA \ ;I ' l• 'II :..:r;11: .• I . • \N Y r . x • 0 TT Its +�����\�•�� -\ ♦ \--':;rItizpS �` 1 cr- . /=,::5 CHISEL MARK : \ Mt4.J. 1 Ora rh OR. Cr k L.J..R, T �,♦«♦.1� t SQUFr.r .-, ' CRcTE SLAB,�a. ♦1 aNP♦INN,. r '- \\ 1 \ \�1:�� �t Ida �r G'�� + .o "r--‘ )\3‘ \\\ ' 'i 4.411,Pe 1 : C—NT'SK 11 �� �R 1\ r.�� ���\ L/ fr - .05° \ ).• '\\ • \ 1 , ' r.1 - -.". . ': , .,,i„, 7x// i ,=r; 1 / / % /11 . 1 ,...f i 'i It CF ' ti��— "�.: .1r 4'34 \\\it rr 0 Mithun Partners, Inc. Daniel A. Swaab MITHUN 414 Olive Way PARTNERS Suite 500 Seattle, WA 98101 (206) 623-3344 Anacortes Building Department Don Measamer Plans Examiner P.O. Box 547 Anacortes, WA 98221 Re: Driven pile foundations. Don, Per our phone conversation on Wednesday, February 24th, 1999, we are aware that -we need to submit additional information regarding the driven steel pipe piles. We are compiling that information now and will deliver it to your office by Friday, March 5th. You have told us that there will be no delay to issuing the building permit as a result this delayed submittal. The above is my understanding of our conversation. If I am mistaken, please let me know by the end of today, Friday, February 26th, as I am aware that you will be out of the office all of next week. If you have any additional questions or comments, please let me know. Thank you, Daniel A. Swaab cc: Richard Franko, Mithun Partners, Inc. Tex Ladish, Sun Healthcare Systems,Inc. Brian Lampe, Coughlin Porter Lundeen file: DAS:das 11 ARCHITECTURE PLANNING R INTERIOR DESIGN 414 OLIVE WAY SUITE 500 SF A TTLE WA 9SI0I 1 2 0 e 1 6 2 3 3 3 4 4 PA\ 12061 623 7001 nv a ni llM1 un uni m ilhun(-mlhun .nm TIITIII(N I'AI(TNTR, 11, CITY OF ANACORTES , 1 STORM DRAINAGE UTILITY COMMERCIAL RATE BILLING CALCULATION • THIS INFORMATION TO BE SUPPLIED BY ENGINEERING/PUBLIC WORKS DEPT. xADD A NEW COMMERCIAL ACCOUNT DATE a Jai) Q dI CHANGE AN EXISTING ACCOUNT BY O1 DELETE AN EXISTING ACCOUNT OWNER'S NAME ` k:re\ G J 0 � C SERVICE ADDRESS WOICA XSINGLE-PARCEL BILLING MULTIPLE-PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL COMBINED ON ONE BILL, STAPLE SHEETS TOGETHER. c°cln3a SF) IMPERVIOUS AREAg1J73.1 SQ. FT. * 2 ,000 = 4g.gL,,ERU BILL AT: FULL RATE ($1 . 50/ERU) PER MONTH 50% RATE ($ . 75/ERU) PER MONTH NOTE ANY UNUSUAL BILLING INFORMATION ON REVERSE ( i .e. , IF PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, etc . ) FOR FINANCE DEPT. USE ONLY. DATE BY ACCOUNT # RATE CALCULATION: X = X 2 = ERU RATE 1 . MO. CHG. 2 . MO. CHG. FOR DATA PROCESSING USE ONLY. ENTER 2-MO. CHG. ABOVE TO ACCT. MASTERFILE.. DATE ENTERED BY Director of Public Works Memo To: Ian Mice, Director of Planning and Community Development From: '' `rmberton, Director of Public Works Date: ,/16/99 Re: Sun Systems Storm Water GFC Per our earlier conversation and after reviewing Mr. Brad Furlong's letter dated February 2, 1999, I would agree that it is appropriate to waive the GFC for Sun Health Care Systems new research and development campus located in the South Harbor short plat. The general facilities charge would calculate to approximately $55,000.00 for this project. This figure is offset by the easement being provided to the City for handling surface water runoff from the Q Avenue drainage basin and by the fact that Sun Systems surface water will not directly impact any existing City facilities. If this approach is consistent with your understanding with this particular project, please let me know and I will respond to Mr. Furlong. In that the drainage easement referenced above is to be turned over to the City of Anacortes for maintenance and operation, and in light of the fact that Sun Systems does benefit from storm water maintenance performed on streets serving the development, the monthly fee should not be waived. 5/t CDNC4f / pnl 2 / 09 • Page 1 BUILDING PERMIT CITY OF ANACORTES PERMIT NO.: BLD1999-00328 P.O. BOX 547 APPLIED: 99-12-16 ANACORTES,WA 98221 (360)293-1901 ISSUED: 99-12-16 EXPIRES: 00-12-16 SITE ADDRESS: 1601 RAVE ASSESSORS PARCEL NO.: 3800-019-010-0004 PROJECT DESCRIPTION: Install new sign per approved plans. Plan review for additional sewer,water and fireline is also included. APPLICANT CONTRACTOR SUN HEALTH CARE SYSTEMS INC P.O. BOX 40 ANACORTES, WA 98221 Primary Phone: Primary Phone: Phone 1: Phone 1: License#: TYPE OF WORK: NEW AREA VALUE: $ 3000.00 TYPE OF USE: COM LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: FLR: sf ZONING: ? 1ST FLR: sf FRONT: ft 2NDSIDE 1: ft Occupancy Groups BASEMENT: sf SIDE 2: ft 1: 2: GAR/CARPORT: sf REAR: ft OTHER: sf 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: 1: 2: STORIES: 3: 4: BUILDING HEIGHT: ft FEES NOTES: ;` Type By Date Receipt Amount PRMT DM 99-12-16 0104195 $67.50 STBC DM 99-12-16 0104195 $4.50 PLCK DM 99-12-16 0104195 $94.00 Total: $166.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree. uonrpiy with all ordinances and state and federal laws regulating activities covered by this permit. Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections MITHUN CLARIFICATION PAR T NERS PROJECT: SUN HEALTHCARE SYSTEMS,INC. CLARIFICATION Lot 2,South Basin Harbor NO.: Campus:Phase One OWNER: SUN HEALTHCARE SYSTEMS,INC. DATE OF ISSUANCE: /9/ 4 2403 R.Avenue I- I t P.O.Box 40 Anacortes,Washington 98211 Attn: Tex Ladish Fax:(360)299-4151 TO: FISHER&SONS CONSTRUCTION SIPI PROJECT NO.: 9806008 (Contractor) 625 Fisher Lane P.O.Box 534 Burlington,WA 98233 Attn:Bruce Berglin Fax:(360)757-4005 The Work shall be carried out in accordance with the following clarification issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time Description: Attachments: s,e :; .3 iM 7.4277A S tom- ISSUED BY: Daniel A.Swaab For,i,th¢n Partners,Inc. Mithun Partners,Inc. 414 Olive Way, Suite 500,Seattle,WA 98101 (206)623-3344/FAX(206)812-1794 or 623-7005 Yz.R TIt1-K c -Tpil sT .L .)'LATE. GUT ®UT L->rrrxg.. .. 5LG7f',5-TOP iC> "i IFi. Rf �_da i y `t, / SLvP. T .F. W Tc *q7 A7 g- foal I NC-t- /� ?.___\ ...___ _ _.1 , y 1 _ -4 — -� I --:•- -1 - 1 _ _ _ __I L ____ _ _ _ L y 3'_31 s 3'-3" g'_o.` Li.-3"fi=34l I'-V �� ��. Q@(IOU , 2 M i 4 5 Eery STEEP- s ) no. W/ p f' t' N�� cA1 Y c- �L T ZACaktsaliff 31. Kotieert ta.cAel7 .FFFi`M ' NG. (41SIbg.S) PROJECT TITLE SUN HEALTHCARE SYSTEMS, INC. 0806008 DRAWING TITLE PROJECT NO. EN 1"g'i SI6N r=LEVA-non/ PECEMBER.. iE f 191 DATE Sd_1008\08060\CAD\CD\ASK- MITHUN FILE PARTNERS DAS 4 1 4 OLIVE V A T PROJECT ARCHITECT SUITE 5 0 0 DAS ,___ ARCHITECTURE SEATTLE NA R9101 DRAWN ASK 613 PLANNING do (206) 629 9944 INTERIOR DESIGN FAX (206) 623 T005 CHECK SHEET NUMBER COPYRIGHT©1999 MITHUN PARTNERS 1 / 1 / / / CD 1 N 11 , V -l---- --- )I 1 M -00 L N Oct _ . (7) /I' � IJT �1 O )1 ,__Y i _--) PROJECT TITLE — SUN HEALTHCARE SYSTEMS, INC. oao6008 DRAWING TITLE PROJECT NO. rrR r c14n) L cc-no,u c- 11 i141c) DATE M I T H U N s,L1a08\a8060\CAD\CD\AsK- FILE PARTNERS DAS 4 1 4 OLIVE WAY PROJECT ARCHITECT SUITE 5 0 0 DAS ARCHITECTURE S E A T T L E VA 9 6 1 0 1 PLANNING & (2 0 6) 6 2 S S 0 4 4 DRAWN A INTERIOR DESIGN FAX (206) 623 7005 ASK CHECK SHEET NUMBER COPYRIGHT©1999 MITHUN PARTNERS.INC. �, .� " ` t 4 4i -, s — _ .> s k .w- — Y it,,,,:, — a� 1 1 1 4. i i - .. ; (3 T EL. 1'--`•`°..... 5 6_Ai‘, A.C'» yam ,. 7 4_ } (1 „) ,-a a c"' 4'rGkJ t i tp s ''=-- i o " 3 j ---G1,— r E1-17; • k ,r . tNF. P `4 Hi 4 ,4 5 VCT. • 1 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION .?_. _ __ _ . - et a C 4 - - _ I _ i I els Ci'l" * V er47 _ _ .. . - .__t .. . --.- . -—— . _ I - - LLd 5c s'-o" Irk/ _ _�f 44-g f2 oc'A,W• a i'''' .1/4/ 1 _ _ .._ ___ ... _ . .._ _ _ .. .. • CIS+/l IN) e. • P r s . . • ii 3- - ' Project: SU 1J SYSTEWS Designed BY l Dar& /2 6 Gq Protect No: CGenu Checked By; Kn...- Sheet of 217 PINE STREET• SuiTE 300•SEATTLE,WA 98101 •P:206/343-0460•R 206/343-569I 12-06-99 02:21PM FROM-COUGHLIN PORTER LUNDEEN 206-343-5691 T-777 P.03/03 F-386 • UGHLI PC TER LUNDEEN A CONSULTING STRUCTURALAND CIVIL ENGINEERING CORPORATION 74 .. p ________ _ _ - .,. . . . . . : . . . . (...... . //A ififfe///6Ack - /4f «s/-: -- ---- - -- - . --- - ____4__ -- -- --- - - - -64-) #L gilts 4 0 g 4 _ B Y � Z . - - (e," 9 - _ _ - rS-'oC- - ` PST 1 t a I . a 0 L i Project: S V fJ SY5-re v1. Designed By:1121k Dace r 2'(4%.' /q Project No: Client Checked Br 3rL- Sheet of STR EET PINE • SUITE 300•SEATTLE.WA 98 i 0 I •P 206/343-0460•F.206/343-5691 12-06-99 03:57PM FROM-COUGHLIN PORTER LUNDEEN 208-343-5691 T-784 P.02/02 F-401 COUGHLIN PC TER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 5 11 C N1 -- Mti. Ilk . _ -F1C4 15EP it, Yil A 3"X 0 I' 7a 4 -- - _ _ - - - r- - - - _��" X -- - - - - �/� �, r Agri (nej -.......- . -,. ._.A _ -,a.,.........--------- ----a. ffinie- -.44‘ ___ __ . . _ . __ . _. _ . - -- - - rr At - CA41 t YiI� `Lx0 !_1. , 'O . 0 u S Project: SC-3 M Designed BTU Date /z'6 "91' Project No: Clienc Checked By: Sheet of 217 PINE STREET• SuITE 300•SEATTLE,WA 98101 -13;206/343.0460•F:206I343-5691 Before the Planning Commission, City of Anacortes Shoreline Management Substantial Development Permit Application by Sun Systems, Inc. _ , . o .. Shoreline Permit#242 �. t4I/ Findings of Fact and Conclusions of Law and Decision Thereon FINDINGS OF FACT 1. General Background 1.1 Anacortes Planning Director has been designated the Shorelines "Administrator" and "Environmental Officer" for the City of Anacortes Shoreline Management Master Plan, Section 5 - Definitions, Appendix C. 1.2 Under Section 11: Permit Procedure, d) "Not more than 5 working days after the 30 day review period, or following a hearing, if necessary, the Environmental Officer shall recommend approval or denial of the permit to the Planning Commission who shall approve or deny the permit at their next meeting. If the Planning Commission does not act on the permit the decision of the Environmental Officer shall stand." 1.3 Application was made on July 19, 1998 for a Shoreline Substantial Development Conditional/Special Use Permit for the development of a software campus with ancillary facilities including childcare center, fitness center, and kayak rental facility on approximately 8 acres. The property is generally located south of the Cap Sante Boat Basin, west of and adjacent to South Harbor Park, NE '/4 of Section 19, Township 35 North, Range 2 East, City of Anacortes, Skagit County, Washington. The JARPA application is Exhibit 1. 1.3.1 The site plan and vicinity map are Attachment A (1 page) and Attachment B (3 pages) to Exhibit 1. The "site" as used herein refers to Lot 2 as depicted on the application for Short Plat Approval submitted by the Port of Anacortes, No. 98-003. 1.4 The proposed project is located on Fidalgo Bay. 1.5 The property involved is the subject of a Short Plat to divide the Port property. Exhibit 2 is the proposed Short Plat map. Exhibit 3 includes the draft Short Plat staff conditions. 2. State Environmental Policy Act 2.1 A Mitigated Determination of Nonsignificance (hereinafter MDNS") was issued for this project on July 24, 1998 by the City of Anacortes, the SEPA lead agency. Exhibit 4. 2.2 This lead agency determined that the Sun Systems proposal does not have a probable significant adverse impact on the environment provided that the conditions set-out below are satisfied. Accordingly, an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 1. Sun Systems shall work with the Port of Anacortes, in consultation with the Washington Department of Ecology, to develop a cleanup plan as a voluntary action under the Model Toxics Control Act to address site contamination. Sun Systems shall implement the cleanup plan as it redevelops the site. 2.3 The MDNS was made available for public comment on July 24, 1998, and mailed to the following agency with a deadline for public comment of September 5, 1998: State Department of Ecology, State Department of Fish and Wildlife, and State Department of Natural Resources. 2.3.1 One letter of comment was received in response to this MDNS. Exhibit 5: September 4, 1998 letter from Department of Ecology. 2.4 The MDNS was published in the Anacortes American on July 29, 1998 and August 5, 1998, again with a deadline for public comment of September 5, 1998. 2.5 The MDNS was posted on the project site. 3.0 Notice 3.1 Section 11: "Permit Procedure", page 6, item b) of the Shoreline Master Plan with regard to Public Notice states, in part: "Upon receipt of the application, the Environmental Officer shall instruct the applicant to publish notices of the application once a week for two consecutive weeks in a newspaper of general circulation in the City of Anacortes. In addition, the Environmental Officer shall post at least four copies of the notice prominently on the subject property or in conspicuous public places within 300 feet thereof. Within thirty days of the final publication of notice, any interested person may submit his views upon the application, in writing, to the Environmental Officer." 3.2 Notice of Shoreline Substantial Development/Conditional/Special UseNariance Application, Notice of Completeness and Notice of Public Hearing were published in the Anacortes American on July 29, 1998 and August 5, 1998 and four copies of the Notice were posted on the site and copies were also posted at the Municipal Building, Library and Post Office on August 6, 1998. 3.2.1 One letter of comment was received in response to this Notice: Exhibit 6: September 3, 1998 letter from Dan Dingfield, MJB Properties. 3.2.2 Written staff comments were received and incorporated into these Findings as follows: Shoreline Permit#242 2 The application was received on July 19, 1998 and distributed to City staff on July 20, 1998 requesting that the Planning Department be notified of any additional information needed to evaluate the application. No additional Information was requested. The application was determined to be complete and the applicant notified. On August 4, 1998 staff met to make recommendations on merits of the application. Proposed conditions 1, 2, and 3 are standard conditions. (Proposed conditions 4 - 9 address public access element and erosion control concerns raised by the Department of Ecology — See Exhibit 5. Additionally, street and utility development are addressed in the staffs draft short plat findings— See Exhibit 3.) It is noted that additional issues will be addressed in City staffs review of the Building Permit Application that will follow on from approval, if granted, of this application. 3.3 The 30-day review period for this project ended on September 5, 1998. The Environmental Officer forwarded Findings of Fact and Conclusions of Law to the Planning Commission. The Planning Commission reviewed this permit on September 16, 1998 and voted to approve the project subject to the conditions outlined on page 6. 4.0 Shoreline Master Plan 4.1 The subject property is in a shoreline area designated as Urban I by the Shoreline Master Plan for the City of Anacortes. 4.1.1 Urban I designation is primarily for those areas which are heavily developed for industrial purposes and those which are appropriate for industrial purposes. The intent of the designation is to provide for efficient utilization of suitable shoreline areas for water dependent commerce and industry. Uses include, but are not limited to: port facilities, and public and private tug and barge companies; ship construction or repair facilities; pulp and paper, lumber and plywood mills and other manufacturing facilities requiring water transport and waterous effluent or intake; fish processing plants; petroleum handling and processing plants requiring water transport; sand and gravel companies which require water transport. 4.1.2 The water area fronting the project to the north and east is currently in use for marina/small boat activities. Further, the shoreline areas between this project and the water area are currently in use for park/fishing terminal parking. 4.2 The applicable goals and policies of the Shoreline Master Plan have been met by this application as conditioned. • 4.2.1 GOALS AND OBJECTIVES SHORELINE USE ELEMENT GOAL: Shorelines are to be managed and activities coordinated in order to reserve long term multiple benefits for the various shoreline resources. Objective: Develop existing public view and access easements, and pursue additional public and private access opportunities. 4.2.1.1 This project will provide improved access opportunities for both the public and for private businesses located at the Sun Systems Industrial Park campus. II ECONOMIC DEVELOPMENT ELEMENT Shoreline Permit# 242 3 OBJECTIVE: Maintain and improve existing water quality to make waters attractive to recreation users, and where appropriate, encourage uses complimentary and compatible to recreational development. 4.2.1.2 This project provides the biofiltration design necessary to maintain water quality. This is addressed in Condition No. 7. Further, the water areas fronting the project to the north and east are currently in use for marina, retail, and small boat activities, and the shoreline areas between this project and the water area are currently in use for park and fishing terminal parking. Ill PUBLIC ACCESS ELEMENT GOAL: Increase public physical and visual access to shorelines. GOAL: Increase uses and activities which attract public to shorelines. 4.2.1.3 This project will provide improved access opportunities for both the public and for private businesses located at the Sun Systems Industrial park campus. 4.2.2. SECTION 20: Use-Activity Policies and Regulations 18) RECREATION: Recreation and refreshment of body and mind through forms of play, sports, relaxation, amusement or contemplation. Policies a. Public recreation facilities should be planned and designed to augment and enhance private recreation facilities and vice-versa. b. Unique shoreline recreational areas and vistas shall be preserved for future generations. c. Recreational planning and development should recognize the wide variety of needs generated by the diverse local and regional population. Regulations a. Commercial recreational developments shall conform to relevant regulations contained in this Master Plan. b. Recreational development shall not unduly burden or create conflicts with adjacent shoreline uses. c. Recreational developments, public and private, shall be located, constructed, and operated so as not to be a hazard to public health and safety nor should they materially interfere with normal public use of the water and shorelines. 4.2.2.1 This project, as conditioned below, supports both the Policies and Regulations of Section 18, Recreation. 5.0 Zoning Ordinance 5.1 The City Zoning Map establishes zone boundaries and the City Zoning Ordinance establishes (1) the permitted use of land in the various zones and (2) development standards. The subject property is in an area designated as both Commercial Marine (CM) and Industrial (I) by the Anacortes Zoning Ordinance. 5.2 The subject property is in an Industrial Use District (I), Chapter 17.17 of the Anacortes Municipal Code, Title 17, Zoning. 5.2.1 Section 17.17.010 - "Purpose" states: The Industrial District is intended primarily for heavy manufacturing and closely related uses. To avoid unnecessary regulations on heavy Shoreline Permit #242 4 manufacturing, regulations for this district are intended to provide protection principally against effects harmful to other districts and to buffer industry from complaints from adjacent areas. 5.2.2 Section 17.17.020 - "Permitted Uses" states: "Any industrial, research and development centers, office, park, repair, warehousing, processing, and shipping terminal uses provided that such uses are of such a nature that they do not inflict upon neighboring districts smoke, dirt, noise, vibrations, odor, glare, or other nuisances or hazards detrimental to the health, welfare, and safety of persons occupying or visiting the district or adjacent districts. 5.2.3 These general purposes and uses as set forth in Section 17.17.010 and 17.17.020, as conditioned below, have been met by this proposal. 5.3. The subject property is subject to the following Zoning ordinance mandates: "All uses abutting the water shall provide a walkway that will constitute a segment of a continuous, publicly-accessible esplanade; the walkway shall be at least 10 feet wide". (AMC 17.17.110) 5.4.1 This walkway is addressed in Condition No. 9 on page 6. 6.0 Findings of Fact 1. The requirements of the State Environmental Policy Act have been complied with. 2. The Public Notice requirements of the Shoreline Management Act have been complied with. 3. The project is consistent with the shoreline designation and general goals and objectives of the Anacortes Shoreline Master Plan. 4. The proposed use will not have a significant adverse effect on the environment or adjacent or nearby uses, and in fact will bring additional benefits in line with the shoreline designation of the site. 5. The proposed use will be consistent with the policies and general intent of this master plan. 6. The proposed use will not only not interfere with the public use of the shorelines but will increase public access to the shorelines of the state. 7. The location, design and appearance of the proposed development will be compatible with surrounding uses. Shoreline Permit#242 5 7.0 Conclusions Shoreline Substantial Development Permit# 242 should be issued to he Sun Systems, Inc. for the construction of a software campus at 14th Place. The permit is issued subject to the following conditions: 1. A building permit shall be secured from the City of Anacortes prior to any construction activity authorized by this permit being begun, provided the applicant and/or its contractors may engage in all activities related to environmental analysis and/or remediation prior to issuance of a building permit. 2. The scope of the project shall not exceed that as set-out in the shoreline application (including attachments) and the accompanying SEPA Checklist (including attachments); in the case of any conflict between these conditions and the application documents these conditions shall control. 3. Any violation of this permit and its conditions shall constitute a violation of the State Shorelines Management Act and its regulations and be subject to its penalties. 4. The kayak facility shall be open to the public and shall provide safe access to the water for non-motorized watercraft. 5. Sun Systems shall work with the Port of Anacortes, in consultation with the Washington Department of Ecology, to develop a cleanup plan as a voluntary action under the Model Toxics Control Act to address site contamination. Sun Systems shall implement the cleanup plan that relates to the site as it redevelops the site. 6. Surface water management controls shall be implemented to the City Engineer's specifications/Ordinance#2441. 7. During site development erosion control measures shall be followed as required by the City Engineer, and any proposed shore protection work shall incorporate bioengineering elements. 8. 14' Place and "R" Avenue shall be constructed to full City standards except for the temporary turn around on "R" Avenue (this shall be approved by the City Engineer) and except for sidewalks on the north side of 14th Place and on the south side of 14th Place east of"R" Avenue. 9. An Esplanade in South Harbor Park shall be extended to the park's south boundary and extended to the south property line of the site. The extension shall be constructed of concrete to a width of ten feet. 10. The top of each landscaping berm shall not be more than four feet higher than the adjacent sidewalk. 11. No structures or landscaping shall be installed/maintained through Lot 2 to a height over four feet along a twenty-foot wide corridor extending eastward from the 15th street right of way. JI( 1 Ian S. Munce, Shorelines Administrator Dat Shoreline Permit#242 6 00/11,1,1-c_Coini obr SHORELINE MANAGEMENT ACT PERMIT DATA SHEET AND TRANSMITTAL LETTER FROM: PLANNING DEPARTMENT TO: DEPARTMENT OF ECOLOGY CITY OF ANACORTES ATTN: SHORELINE PERMIT REVIEWER P.O. Box 547 NORTHWEST REGIONAL OFFICE ANACORTES, WA 98221 3190 160TH AVENUE SE BELLEVUE, WA 98008-5452 DATE OF TRANSMITTAL: SEPTEMBER 17, 1998 DATE OF RECEIPT: TYPE OF PERMIT: SUBSTANTIAL DEVELOPMENT CONDITIONAL USE❑ VARIANCE 0 REVISION 0 SPECIAL ❑ (FILL) LOCAL GOVERNMENT DECISION: APPROVAL CONDITIONAL APPROVAL❑ DENIAL ❑ APPLICANT INFORMATION APPLICANT'S REPRESENTATIVE: NAME: SUN SYSTEMS, INC. NAME: NICOLE FAGHIN P.G. Box 40 REID MIDDLETON, INC. ADDRESS: ANACORTES, WA 98221 ADDRESS: 728 134TM ST. SW EVERETT, WA 98204 PHONE(s) (360) 299-0329 PHONE(s) (425) 741-3800 i,S THE APPLICANT THE PROPERTY OWNER? YES No❑ LOCATION OF THE PROPERTY: (SECTION, TOWNSHIP AND RANGE TO THE NEAREST 1/4, 1/4 SECTION OR LATITUDE AND LONGITUDE, AND A STREET ADDRESS WHERE AVAILABLE) 'NE %a OF SECTION 19, TOWNSHIP 35 NORTH, RANGE 2 EAST, GENERALLY SOUTH OF THE CAP SANTE BOAT BASIN, WEST OF AND ADJACENT TO SOUTH HARBOR PARK, ANACORTES, SKAGIT COUNTY WATER BODY NAME: FIDALGO BAY SHORELINE OF STATEWIDE SIGNIFICANCE: YES❑ NO' ENVIRONMENT DESIGNATION: URBAN I DESCRIPTION CF PROJECT: (SUMMARY OF THE INTENDED USE OR PROJECT PURPOSE) THE PROPOSED PROJECT iS A SOFTWARE CAMPUS WITH ANCILLARY FACILITIES INCLUDING A CHILDCARE CENTER, FITNESS CENTER AND KAYAK RENTAL FACILITY. THE SITE IS APPROXIMATELY 8 ACRES NOTICE OF APPLICATION DATE: JULY 19, 1998 FINAL DECISION DATE: SEPTEMBER 16, 1998 BY: ,.._ , 11 !AN S. MUNCE, PLANNING DIRECTOR(360) 299-1942 9/30/96(CH.173-27 WAC-P.15) GAT 94, • Shoreline Management Act of 1971 Permit for Shoreline Management Substantial Development Conditional Use or Variance Type of Action X Substantial Development Application No: 242 Conditional Use Permit Administering Agency: City of Anacortes Variance Permit Date Received: July 19, 1998 Special Use Approved: yes Date: September 16, 1998 Pursuant to Chapter 90.58 RCW, a permit is hereby granted to: Name and Address of Applicant: Sun Systems, Inc. P.O. Box 40 Anacortes, WA 98221 to undertake the following development (please be specific) The proposed project is a software campus with ancillary facilities including a childcare center, fitness center and kayak rental facility. The site is approximately 8 acres. upon the following property (please list the legal description, i.e., section to the nearest quarter section, township, range) NE '/4 of Section 19, Township 35 North, Range 2 East, generally south of the Cap Sante Boat Basin, west of and adjacent to South Harbor Park, Anacortes, Skagit County within Fidalgo Bay and/or its associated wetlands. The project will not be within shorelines of statewide significance (RCW 90.58.030). The project will be located within an Urban I (shoreline area) designation. The following master program provisions are applicable to this development (state the master program section or page number.) If a conditional use or variance, also identify the portion of the master program which provides that the proposed use may be a conditional use, or that portion of the master program being varied. (See Shoreline Administrator's "Findings of Fact") Shoreline Permit#242 Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions: 1. A building permit shall be secured from the City of Anacortes prior to any construction activity authorized by this permit being begun, provided the applicant and/or its contractors may engage in all activities related to environmental analysis and/or remediation prior to issuance of a building permit. 2. The scope of the project shall not exceed that as set-out in the shoreline application (including attachments) and the accompanying SEPA Checklist (including attachments); in the case of any conflict between these conditions and the application documents these conditions shall control. 3. Any violation of this permit and its conditions shall constitute a violation of the State Shorelines Management Act and its regulations and be subject to its penalties. 4. The kayak facility shall be open to the public and shall provide safe access to the water for non-motorized watercraft. 5. Sun Systems shall work with the Port of Anacortes, in consultation with the Washington Department of Ecology, to develop a cleanup plan as a voluntary action under the Model Toxics Control Act to address site contamination. Sun Systems shall implement the cleanup plan that relates to the site as it redevelops the site. 6. Surface water management controls shall be implemented to the City Engineer's specifications/Ordinance #2441. 7. During site development erosion control measures shall be followed as required by the City Engineer, and any proposed shore protection work shall incorporate bioengineering elements. 8. 14T" Place and "R" Avenue shall be constructed to full City standards except for the temporary turn around on "R" Avenue (this shall be approved by the City Engineer) and except for sidewalks on the north side of 14th Place and on the south side of 14th Place east of"R" Avenue. 9. An Esplanade in South Harbor Park shall be extended to the park's south boundary and extended to the south property line of the site. The extension shall be constructed of concrete to a width of ten feet. 10. The top of each landscaping berm shall not be more than four feet higher than the adjacent sidewalk. 11. No structures or landscaping shall be installed/maintained through Lot 2 to a height over four feet along a twenty-foot wide corridor extending eastward from the 15th street right of way. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. 2 Shoreline Permit#242 Construction pursuant to this permit will not begin or is not authorized until thirty days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-14-090, or until all review proceedings initiated within thirty days from the date of such filing have terminated: Except as provided in RCW 90.58.140(5)(a)(b)(c). 9� __ Ian S. Munce, Shorelines Administrator Dat This section for department use only in regard to a Conditional Use or Variance Permit Date received by the Department Approved Denied This conditional use/variance permit is approved by the Department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date 3 ATTACHMENT A TO EXHIBIT 1 //1 --- 18 •� , I T 4TH STREET l W 6TH ST 126 9T1-, ST W ' 12TH STREET 15TH STREET 'Alf ,lf ;/;,1:11P &4°0► CITY OF ANACORTES / r A•de" • MITHVN Sun Syste Inc. • VICINITY N A F South Basms.ni Site • • • ' 98060 7-1-98 • ` Not To Scale ` 1 i i ATTACHMENT B TO EXHIBIT 1 I 1 .. _:p ..-F1T_ BOAT VI-^'HA } I } {, �! , . . i I I 1 i ' I j/' e'1 NE7 7__TDRAGE li // f 1.� \`j' .��..Y. ..J...�.' �,I/ y %— 1 9 n-rr �rl lw;i;y„±.,II cn�Y-Yr I I _.Z,,.,� r•i`7 T3,�..-.Z..-._- .�'?:1P�Q1 _ �'�„�//_-_-'----�- 1-1 , r 1, _Ai-- : , tTT /'A ,,,, I ;I 11: IP 11}11, I. I 1t c 11 ti 1ur \\�• `No7E: ,\Jr /i ! �a(� \ ; ^ '� —u--„ l tag �\l s\ �`!!�\, FICALGO BAY 1 I/ tip dr : ,„„:- lav c mamm�wl� `\ %V„�.al. l ^L., small�~ 1 / . , j�i;`•• \\T\ <' Ia♦-I OF DEMO //—'S —J I fi I f�j. __ _v.-- I I. 1' d; \`. I _`_—/ —i ,i t jj11 { • I 1 Iilll ll ` i it u ~ —_;I �`, a\i \\;`\\\ ?\ l_'Jfp/�y///y��<j I 1r— ��/ // // /III `� : I /ccl:ktehiecc. c<c1<cc<al \� '`�- ^ i'` I 1_.�• \`\` `\.\�.\• AL ./ r i! 1 r I� 1 / III i�wID>r � --I r 1,\5{l II �\Pt. \\\\��`'. j 1 /I ;l / 1 ' cccccicikd, cNdc Iccc<cccul. ,,) : 11 r 74 1_� - �- —'k- I �\ ', i ! er / rvir mnnnnmmunI l r // I i I 1 1 '. ♦ �. PORT or s ;... 1 • I / c \ �/ 1 l m m m�• \ 1 N34ZogEs Py I , I P' 1 1 I ( j LJ 1 i) u l 1 { I1 l 1`� - it �� V / j�' I, i G II ij wos rc " Ft �n i Z i / / `)i \ — 11 i°r i1 WO OH lll{i �, / ,'`��,=1 flit\;*:::::-7.1,1 >m' . j I 1cr /LIJ d1,{ •.\ Eli : — III II 1) I ',�!1 ,' �� ;'/1i i 1} { I ill ,,,. ' — �►' .uws�: -- C II /. / II II ti ` II I ' IIi 11 I v , /' '1 �ll , r/)„/ / { 1 11{) I I <, lc• c c c c — •,, t• �\��J�� It *ILO .�,; %_i,.,�f i /. I 1 / 11l I {� <c<<I'` c a�,,'t u- O n4/ /:.' . ro�amlm rem I • I1 / 1p . 1 i——i-IL— f.�fl 7// ) / u / �— !Fr/, /i, . if \ , I/ /0-11it `� I— — I • l III •1 1. .. jl, ;i ,//• —"q.t./ '%(',{ 1 , L1{%d_ i.-,.� - -,___�—/--a/i}/^_ Vi`�/ / T-`^ &&U: T'--- -- u-�—�' 4tia'I // ill. I r�-- — t • M. J. B. FROPER7ES `�.— FRO.)gat PROP€RTY une ebect AGRgS) M % �© I I ' • •• • SUN SYSTEMS �� - MI TBUN Atelier ps • • S :...r.•.... " :: , ,, PROPOSED SITE PLAN ,..., a rt.= 7-16-98 ► l of 3 ,r .ctS NNE MC peak IMKMF MC" at-aeC Wen /6f$5 CAW MO_c _m,m+Vl esnxc wa _— _ ,m om wA �_ __ / • A z I 1 mm¢ UnaEOK vu D.WC r Wm I vat 1 Caned magi e.. 1 ......e.z.,-"I`")......,„........ _ 1 b no atsm R -4 I ./ »wa,u+w x r.a aw(PForfennvE.> R WAS m w.,v I e�. 4,. \ _om�c MX '•e • __ —_ — Ak M SUN SYSTEMS SCALE Fin 64 q ,i,� ., _� yip. lit<<THUN Atelier ps SECTION A—AA • • :.:..:.:.....: ` °„ ° PROPOSED SITE 7-16-98 ► . • -- ---- - - -- - I i E PORT OR NUSORRIS arc R.O.W. RNOSCAPE I NORTH MUM h=TING WRAP r , •••:•• L____ETbTING GRADE LiPROPOSED QMDE G y, > t5 P. • SCUM RWDNG WOYIPE Ma I PROPIRDES MESS CATER DATA TONER COVERS]WALKWAY I N ` I e MO ND GRADE PROPOSED WOE D R ,R ]i 61 M SUN SYSTEMS L MITHUN Atelierps A "3`°°°°` ° PROPOSED SITE SECTION B—BB a.w �>� 7-16-98 3 of 3 CITY OF ANACORTES DECISION TO APPROVE A SHORT PLAT FOR THE PORT OF ANACORTESI SHORT PLAT NUMBER ANA 98-003 Based on the foregoing Findings of Fact and Conclusions of Law, the Anacortes Planning Director hereby issues a short-plat approval for the City of Anacortes as described in the Short-Plat Map (Attachment A to these Findings) subject to the following conditions: (1) Treasurer's Certificate. All short subdivisions when approved and prior to recording shall contain the following: Treasurer's Certificate: I certify that all taxes heretofore levied and which have become a lien upon the lands described above have been fully paid and discharged according to the records of my office up to and including the year of[ j (current year). Certified this _day of , 19_ (2) The Administrator approval of this short-plat, shall be tentative and shall not be final until fifteen (15) days have elapsed since the date of approval by the Administrator and notice to the applicant. If no appeal is filed, the Administrator will make available or mail to the applicant the short plat indicating the modifications and improvements required. (3) Any party aggrieved by the decision of the Administrator may appeal to the City Council by filing a notice of appeal with the City Clerk within fifteen (15) days of the tentative approval or disapproval by the Administrator. The appeal shall state the reason for the appeal and be signed by the party filing the appeal. The appeal shall be scheduled on the next available council agenda and notices shall be sent to the applicant and the party filing the appeal. (4) Surface water management controls shall be implemented to the City Engineer's specifications/Ordinance #2441. the 30' drainage easement for Lot 1 shall be designated for "Q" and "R"Avenues. (5) During site development erosion control measures shall be followed as required by the City Engineer, and any proposed shore protection work shall incorporate bioengineering elements. (6) Engineering review and inspection fees are payable on or before any actual construction work begins. They are based on engineering estimates of construction or actual quotes for the work. The engineering review fee is .5% and the inspection fee is 1.5% plus $500.00 (7) This project is subject to applicable water, sewer, and stormwater general facility and hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect; sewer and water latecomer charges may be payable. (8) Seafarer's Way and "R" Avenue shall be constructed to full City standards except for the temporary turn around on "R" Avenue (this shall be as approved by the City Engineer) and except for sidewalks on the north side of Seafarer's Way and on the south side of Seafarer's Way east of"R" Avenue. 6 4- It- - - (9) Ten foot wide Esplanade easements shall be provided from the southerly net shed east along the Cap Sante waterfront to the existing sidewalk at South Harbor Park and from the southerly extent of the existing South harbor Park sidewalk to the south property line; these easements shall be shown on the short plat drawing. (10) An Esplanade shall be constructed at a width of ten feet of concrete from the southerly net shed east along the Cap Sante waterfront to the existing sidewalk at South Harbor Park. (11) The walkway from the westerly end of Seafarer's Way to the existing promenade to the north shall be designed and implemented in a manner consistent with Shoreline Permit# 239. (12) An in-lieu of payment in the amount of$30,000 shall be made towards the cost of"Q" Avenue frontage improvements; 10 feet of right-of-way shall be dedicated along the "Q" Avenue frontage. (13) Seafarer's Way and "Q" Avenue intersection shall include installation of the railroad tracks to narrow-gauge standards. (14) All easements for ingress and egress, utilities or other purposes shall be recorded with the short plat. (15) All utilities shall be constructed to City standards. (16) Each lot shall have off street parking as required by City Ordinance. 9___ e /2-2/ - 91 Ian Munce, Short Plat Administrator Date "This written decision was mailed to the applicant and appellants (if any) on I Z-z 2--4 8' K e, L. Use Permit Manager"a . " 7 • 1 % Ili 24' 10' CONC WALK 4' ROUND 26 SLOPE TRANSITION 26 24 24 C. 5 22 22 rim. V 14.S (SITE PAN AA 19 16 I r- 1j 16 l / g i 6 16 x 14 4 1 S\-.O`�� L�ti-@l� COY\'P a v. i \ —^� Vem0. )ee_ ?"ST �� Pc�.� , Neu T-s� a1 a-3\ �l Ij v\of fiCP ` St* leAt_ ca2s SYstens , ILvc MlTftom PAA-nuep ,, /me , SEIm SECT!on! Exhibit C Cathodic Protection System Inspection and Maintenance A subsurface containment wall was installed along the Fidalgo Bay shoreline consistent with the 1999 Cleanup Action Plan. The wall is constructed of steel sheet-piling and extends from approximately 13 feet above MLLW to approximately 12 feet below MLLW. The wall section is approximately 200 feet in length. Details of sheetpile construction and location are included in the Completion Report submitted to Ecology in May of 2000. - To ensure the long-term integrity of the sheet-piling wall, an active-current cathodic protection system was installed along with the wall. Design documents for this system are contained in the May 2000 Completion Report submitted to Ecology. The operation and maintenance checklist for the cathodic protection system is attached. The building owner will complete monthly and annual testing of the sheet-pile wall as indicated on the attached checklist. Any detected problems with system operation will be corrected by a . Cathodic Protection Engineer. SHS.com 10 501992574.021 Restrictive Covenant OPERATION & MAINTENANCE CHECKLIST 1. Operation and maintenance of the impressed current cathodic protection systems consists primarily of monitoring the rectifier output on a monthly basis. Attached is a typical rectifier monitoring log sheet. 2. Note that the volts and amps can be recorded from the meters located on the rectifier panel. 3. The rectifier output will vary up to 20% throughout the year. This is normal. If the output varies greater than 20% or has no output, then check the DC fuse or AC breaker. Refer to the rectifier manual located in the rectifier door for additional O&M information. 4. It is recommended that a cathodic protection engineer inspect and test the system on an annual basis. This will ensure the system is meeting the criteria for protection. At a minimum, the engineer shall measure sufficient structure-to-soil potentials to ensure that the—0.850 volt potential to a copper sulfate reference cell is maintained at all locations. Article I RECTIFIER LOG OWNER: STRUCTURE: RECOMMENDED CURRENT OUTPUT (from design documents): DATE VOLTS AMPS TAPS COMMENTS SHS.com 11 501992574.021 Restrictive Covenant Exhibit D Methane Control System Inspection and Maintenance Wood waste fill materials present on the property have been shown to produce methane during the natural processes of decomposition. Buildings and other enclosed, occupied spaces to be constructed at the property are required to have a suitable methane control system to prevent accumulations of methane within the occupied spaces. The design of the methane control system for the ACommons Building_ located on the property was specified in the 1999 Cleanup Action Plan. That system uses active venting to prevent accumulations of methane vapors beneath the building foundation. Periodic inspection and maintenance of the blower assembly is required for proper operation of this system. Monitoring and maintenance of that system will be conducted by the building owner consistent with the following schedule. Active Mode Monitoring (Monthly Inspection) 1. Check blower operation, vacuum levels and knock-out drum liquid level. If knock-out drum level is excessive, discontinue operation, empty liquid, and resume operation. Adjust vacuum levels on each extraction line as necessary to maintain system specifications. 2. Check methane monitor located adjacent to blower apparatus enclosure. Repair as necessary. 3. Monitor methane concentrations in each line during operation. Compare against • previous data. 4. The system must be maintained in an active mode if methane concentrations exceed 0.5 percent (or 10% of the methane lower explosive limit -- LEL). Blower cycle timing is to be maintained consistent with the recommendations of a Professional Engineer. 5. If methane concentrations remain below 1 percent for six consecutive months during active mode operation, system operation may be discontinued, and monitoring performed as described for Alnactive Mode Monitoring-. Inactive Mode Monitoring 1. Check blower operation and knock-out drum liquid level. Repair blower and/or empty drum liquid as necessary. Check methane monitor located adjacent to blower apparatus enclosure. Repair or replace as necessary. 2. Activate blower assembly, and adjust vacuum levels in each extraction line to system specifications. 3. Monitor methane concentrations in each line after 10 minutes and 60 minutes of operation. 4. If vapor concentrations exceed 0.5 percent methane (or 10 percent of the methane LEL) in any of the extraction lines, the system must be operated in an active mode, with monthly monitoring as described above. If methane concentrations are below 0.5 percent methane (or 10% of the methane LEL), discontinue operation SHS.com 12 501992574.021 Restrictive Covenant until the next monitoring event. 5. If methane concentrations remain below 0.5 percent methane (or 10% of the methane LEL) for twelve consecutive months, monitoring frequency can be reduced from a monthly basis to a quarterly basis. 6. If methane concentrations remain below 0.5 percent methane (or 10% of the methane LEL) for eight consecutive quarters, monitoring frequency can be reduced from a quarterly basis to a semi-annual basis. SHS.com 13 501992574.021 Restrictive Covenant Ifs a iii , 1 —s e �—r ''t. , 9 it y - P �� _ I 1 lie ii, II z Ili �� ; i s =. IDb I aEE III y r i @¢a 1 I QE r^ wI 2 ` \ I ee atv : n A �0� 0) �E E Iii I— Q 5 i IMMM U Z < < — (cc t ` e � � Ztt 1 I - t 1 sti O P w a L O it - i ia /_ 4 _ 1 i I II II _` � , 1.1 � i A� -Iis- I, � t 14 I _I 1 1 ! a\ 11LIII 1 11; 'a a fiffii EFF lag 1a E;��gIg Ia E Enid Hi a I I SHS.com 14 5 0 1 992 5 74.021 Restrictive Covenant STATE OF WASHINGTON ss. COUNTY OF a 6_5 i-I' I certify that I know or have satisfactory evidence that Kev 1 h P. l•Z Ic h is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the i'nnrec,j(kVck- of Shared Healthcare Systems, Inc., a Delaware corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this ,/) day of ,yldgl,�st" , 2000. a914:4A-c Signature Notary) `J aIIZC4— Th A . SIYv1S (Legibly Pnnc or Stamp Name of Notary) Notary public in and for the state of Washington, residing at ,4-14Ai rjc.5 My appointment expires Sr.A.u_tutat l I 2� SHS.com 15 501992574.021 Restrictive Covenant - - 4 _ l _ - Q*3 4 PYARD ` orit -ip ;row w tt mmoo . 1� I • + 4. t ` `' r!,'~ Psi .. �.µ� _.> 7 I i VIFJ+J P \ �-'i v, 114 • ---""9"tilii'i \\*...: ‘ 5 ti I�r"kSE._ ` eit -*\‘‘. 1 Mill ' alz . '0. 0 ger N. 4W NM se w 3; krt. iNI , I*to ID l .. • -A ';! !. _! I_ !. _I _I LI.1_l.. i_�I �_I_l__L r� Cw t ,'` . r . t�trr ��• T. • . iiick\\ e =.= � tetla�4 /ra "► b/ ji • PHASE 1 P� illiO4° a `P ‘74/4 .--) iii, . /i) 6 • _ fik(0. - .t- -- . v.... .• L°44° ' 10.. ( IS•al. 59 -L. ci) Ali "1 II Ai 1$ I � .�J ii . tea ..1 i ......H,./:4' u ,ld� i ti \ Sal ` 15M-- [-V � 6Ys 1-D .1 lt 110 le . 1 ALT{taitt L ,,V A.-TEutZ ? E 'A" 1 1 \ I I v 4. _ • � . - 1 1 . /1 I • �� t / z, �- -- mo C-4•< s L� 1 r� ry ; i - cZ 11t . r.� .r 4% Q I .. • } ..,a Tr - ` , `/ j2. * 1 , Ti3.:4 , \ \ ,l-w..0 Q¢J "'A � Y". t`.A/" Vv V ' _c - ,, fa - / / �< AI ' �� _ , ,9_ o C' _ n 3 ' . Q �v .^ - lI DpVl r ,.n7 v . E • (p� .' i.'l. r!.i T � IV III jf 1 I FINN tau CAP SANTE BOAT MARINA �..:•, `st4, 1 15k -•.. s,4., ;':...I runs f Writ*RR `. °` r JIMMY S3/01 iir ;ma sat lf TIRE SRI MR �..------- ----- -------- -'----------- - ---,----____--- - ------ YetnoMw KCAL TRENCH OETAIL OS ,;,cam-_- ..__.— ,yp-pF, M to 1 leC ., p y' ,O,/� kpiry5 _-..-�-_ ' ��---_-...LLL------ j_=_----- —__ Ex. ASPHALT _ __ —.__---_ ° k . _ 11111111111111111111111101 .. .V --- , Yfl r.ry __4_,_ ,c.k cl. ft must fen I p an tear at 111111111H I Mt Mr WO I a VIE UNE WO — — ..\;1 if . , Li — _____ \.,., --- \ EL-14/44 g 11 ', t I FUTURE I % _Jr1T Ghddcore I I I i ��� 1ryy.. � 1 1 Fnnhy I Build, , I / IIrlSfel ore t 'R �� - T_ ` 1 y.� f ■ao Will t o J1 1 - -- -_.J- - - -I__ +— _ _�_._ , t i .. • 1 1O,f N-a■a■wW. �.�ii r . - 0,11c... : .4 .tr' .} I 1 ,{ ell 1 - ,}� 11 ss� , �i :4 ��1/lE iniii { yW+t- 7„ �: 30 30'. 1 t , { t r 1 i { 't/_:-_--. '� { ' i • !�>ElRf47410R ,����� USE ' rt. 1 NW O. AN COON { Rnot+ s< s ( Sir -) e { IzG to - o W p \ Z y ppe q MM fl___ 1:_t� r WEERisi Cr1 -r-1 r4. �GIEM Y 'r: j . . ♦ Ii♦i♦ "au �Y�%% %%\%� Z --- ._— - }-tomkii MtREA , " ( * \ /\//\//\//\\//\\, W t— I _ I l 1 ` , I , I I I + 7 CONNFAnot4 fl \ \ •i t ♦ ♦♦ ♦ice ,(�•%✓/ {{� (its,co , 1 f \ \ i ♦� w�/\��, �� �' mow, 'I l "it se• • 1 ! 1 -_7 or') 1 I 1 , _I_e 1 ! I i 11 r rA -, •�' i�"� (� �J. � �. '\\ , A et*y' Z >r j - I 1I f f----y I l I I ,, Qs 7 Y .-:'- r ,J '' ,J \ ♦♦.. : • ♦ IQ <m I 41 I C I l i 1 1 I . , , I 4 1 I I 1 , _ Y � �."aw • • } _.1 Vr. 1'�t /f, ,\ \\ WA♦ ♦ ♦4 krn 1 W{ � 1 C . sit+• _ \'" 1 t,,.^/ ) —_ p W 91srALL CS ! > %1'\ + . - =t� I I ( ' , ��.'• \ �L`\ , ,,�,\ t�,`1 , 7 c \ \\ I ' '�-.- �:.� :1♦- >a/ r9"a'""' m� W GRADES I 1 {{//{( ` Se Q \ '"\ � Ij�l \w' t. ` ,It ` \~�' ♦... pstsv41 WNIIDIF /2aV g �1MATCH PI1vING H i I' • 1 t'� 1`1 1 `� ' tscl EXtST111C 1\ I ! I1 \ ♦ ♦ ♦ dl INSTALL CB INTCH PA , !N ... — -' :''� •A (. 1 _■rr,i--d(r ---- GROOM %it } , �«_�._._-_ ___ _ �_ .I-'_ ��,�V�µ off ce >� /;, =� .. ' Ir Nor n 1 i CCIE�14.24 �;��c-� .�`"_ •� r , ` I 0,50°Ail \ �'' i N-12ssme sire", :--`.. �= y: i �'•` /�� ^ __ ! '1 _ � ''_.—\ Deno nta r ♦� STALL 111' �`� 7}` n+)sr s "� ( / Hit,...,1 \ _l� �`—�`, \ \\ "s� M,0(MATCN L.CISCAPE) - , i ;, t.((( ',t'11 •w `--l_"j -� 1) 1NR05T &Oat , �/ Q A`ts .O� /:• �\.\V �1 `�1 1 •► , 1 Jit. RACK & MOVE „r am �• ?�} 14.� 4444�� �I; � �� V� \��a 4, �/ �� TO SWALE � • 1 ' •, 12 N-12 (1 AC CIP - ` ..- emk.�--�-��+ 8 ✓(A' i'�y % 1,,,i t .114,7 �� I ♦♦ �•—NSTALL J !/' `":;-.``. , leit,�/lOr,,o� \ '` I /'' .� , ,.ems-.♦♦• >' 1 } L • i 1 61 fr PLUG Y' �� • Ili r.✓h, ,s 1H5T�� Po►' ` : f ' /31 i { �/� 0 (I •91..' . •.• —'���♦'.♦�♦7�'- }. /1 /� i� O{ / 'MUST I 1t fir�r t � > I. �11 e MONAD J_ i Q ( — 1 - N-12 ! G'-!;` ) 1) nmusr BLOCK C " ' All; >' ,�O me arms tor 0 ;I ernt. t r It. / at �I - � )'ii ... ,1 __ tik-; ��__ �- t 101BTA �1 ���., ///�� I Z CO ,l— ill r`\'‘` --11- --- V\ \'' \ \ \_ LU \ ....., ---L-7/(------K * \\ \WV''\\--ill • '' ' q))11 ' ' Ig(*A-Pj2. -CLAAL‘ W 30' 30' ACE EA•'' N ��\ ' 1 C. FOR LOT!I AND "R .-A , 0. _4, l4 orPIP91®FOP ancroxam ' lin\\'. 1 I mallow slams Crm.) AS SH01�N HEREON %�;7' /#44 CAL 4$ HOURS - - Ara: -I r ''- - } �, = - - ii- n /0 BEfOttE YOU 010 - t-400-424-5555 IE 11.70 1 _ _ , _ i i - --- /' - IpplgMl k7�IFS SHEET a L �!� Gm fN _ — �_ -Z.a/R o `r GM Sr 7FAt Fa Da Si" V _-.._-_.- N-12 — itt 17 299 LF le -__-. --�...-.-.-.-..- �^ ` �r'p �.a„r {)C_Y.', x�.,/'1 14 A 1EE MORI O anta '>td• WRAP 11 2142.41F ECOLOGY 1C-03-SLA.o "A OM Rat Fiy SPILLWAY BLOCK WALL• SEE �Y�U - DETAIL CAD FILE:99073C12DWG PLOT DATE: 1 �i pfz °+`as- F 3..x 4 :,m°`' t L:.:,,, 0IA: fl221 h._ 243' 1'90r . -_- X IUlME 1 i � ® pr/fD wag OF SAE 1 ��` ! llifiS��� -T ii`�;i}!/ STORM DRAIINp ANSITION OETAfL 1°�"M I p ) / - - -- - - 1/1119 -- - 14thr PLACE 4 i.1 '111 ,,,,� - - - i 1 j"-Li c f ) P. IA 144. �',,.:51;lt:itt:1,15�2�30' 30' " � c w nir +,,, , 'aI �n � r ,. .. a` h ,1 + r.,.t to u Lr t� iiis_ •/�=''I!� ,'-� "'iir x *�1�. ��111 {Y I1 1��Ou - I111t'J t% ,�^� \S_• ■ 1 � � a 4-ail V I . J.iv. \. \ . 1 if al 1if c_.... ric-,1 ,JA'l flai rt,_• I ci I tliT. I in 1 c-i- ri-. Or 1 A&il 11 I. ''.-4111C111441\11 Illa \ \ \ _ _� I 1' \ W n ++ �I trt CO r (J.;1 ,ram Ilf yf7 r �''' ( _ rrJJrrJ� y/ sm 1 Z I x ``„oc ii,.r-- »-,-;--:, ,` 11 \M ` r„� i W 3 11 4•• e11°u n� ('00 F 1! s 4y - .py.. ,, `,�. ,, `..�\1 t► �1 .�;\ t" \ - it-4 ili ii,,drink �c s+0 II ww•su ;! r f. 7, ` \A ' \\, ' �, T0;98. tY1� �` 1�' I"o i\;\.V :1/4.,`,4tAamirmit _., .._ _._ _ ._______. __. std '\ , I t _ V _ -_.^"� ç, ;, �.I'1 k4�'_ •y;J %`I ill'�/ ittk 1` _����':, \1`\,� ''! 1 j 0 p j{ = op-, coic -s yr \ / LI r 17# " II"' . ./1 - ifl 1'•-•` it , a&01114rsC Z U. I a r• _-ww'e�l ! _�• r w II 0' .s;� + '�� // i:�`` l ; go, � ot... / �j '1i • 1 •. �' J"9 . ' , w,^ 0 ••I� '!I t . 1f �1/ < CI- --- f R mi _ - 1 d+, ern. rr l \ i ', V OUND n • ' fad _-,� �y1 - '�'' - i ♦a ` ��it ass`� , %i ^/ �' ..*f. 'L`,\ /'-f/�/ w�� Q ON j -0x� _-_ -_ III t : _ A �1� �� 1 .;%f '1Y �,' ;'L�...,\\ 11,1 J i� Q o.• CC t' ,—� --o = filth \'`, . ,. nt r �til�, / cC R. n _ __ _ •`�w _ ; /' 2' EASEMEi co w F" � ER I B r'?t 2- xv w.IS i, PORT E I =CO {� aesteI 30� 30� �.�___ / j �'' 1 - ��.J / LANDS MAI \\ + I �w la '-.--� ®\ I ,• . fFYI� 11 //, TO RCN CI- OONSfRUCi�d� 1 �TSJ ID �. A CALL 48 HOURS �'� _7I a lI B- - / - LL-.; —.._,-7e`er - !✓� - I o I �r 3-- , - -A — — I G _.—.__ --"... / BEFORE YOU DIG I f - t-800-424-5555 4 I DALE , ow ma FROM OM A EER oil, o SEE STORM DRAIN TRANSITION 1} I DETAIL THIS SHEET 1 \. CAD FILE:99073C13.DNG PLOT DATE: I ' a r.-...n--- `d'�`- io DD 40 0o s o eo 00 10 0o m nn �n on M no 4fi 00 .M I fl �n nn In �n r It n In- in nn 4A 5D o0 60 00 70 GD 70 00 60 00 50 00 40 00 30 00 20 OD 10100 C 10100 20 00 : ._I' -12.07:7.25 a6.1 D - C - '7.64 IA A 00 OR141NAL elan 2.8100me I ■■■- 11 AREA = 7 �•S,F)CU ■■■� CU - AREA 3.43.43 (ixF) VF = 13 .93 (CY ;• 90 tin C�9GN EC-gm' I, a 17.8µ 1 1 • ' '0RI0INAC 8C = 1i. 6 • 12.0017.25 •• 11 15 On _ , _ 1 - - F ! 50 18.5 50 ZI • 1.1 '" .. E. 1 •• i AREA 72.(C SF) •I ■■■- j U AREA . 1.16 O = 13 .72 (CY i 1 % F s GN i7.B� , e• ' f1:' H 7n nn •'IGINAL = 13,Q$ _ 20 00_ -12.0Q:7.25 'w�1t: ,,`� a to •• A ;'./a' • ICI,. W " �♦ 00 �� 1.04 • 00 u I 1 ty Q . In r1n STA *KM 4 _ ti. 04. ~ y j F�l AREA 70.13 SF) 0e �a is \+�� e CUT AREA 3.61 (iF) 4. if VF --12 '_40 (CY • 'I �1D0 . DESIGN - 114.0 W SON ■ • •,• OhIGINAL ci 14. 3 1 •• 1 /• Ell • 1,1 \\ Q NUNw 1 -12.02'7.25 -12.00, = i 30 15 nn O 1 I I' •y 50 (1• ' . Z n w v i FILL, AREA 5.22 SF) 83.38 (j CU AREA = 4.22 ($F) CU 3.82 2 VF 124.86 (CY 1.13 (CY W li • ' ■ I CC e I SIGN all 1 61 ` 5; i DESIGN E = 17.84 • •• r r� •: a I • •• • Ir • r W S u -12.0),'7.25 ' -... 12.00, 2 so ' r C15 nn < ` 15 nn DI F 15 no _ _ 15 00 50 FJ S 00 'N 18.7 ,12.40 00 50 ``I_�'.L3•08 • •,• 'i 1.1 On , 11)Oil el 1000 •, STA 2+50 Fli AREA = 74.95 SF) NOTE SEE SHEET C-13 C U' AREA = 0.63 (SF) AREA 57.16 SF) 5 no AS IT MODIFIES THIS (-SECTION 4 VF = 0,00 (CY) 5 no . nn _ CU AREA 4.79 1. ) 5 n0 U.UO VC = (L'`, -/ . VC = 761�(CY) } non non oon - non F J 0 70 00 60 00 50 00 40 00 30 00 20 00 10,00 c 10,00 20 00 30 00 40 00 50 00 60 00 70 00 70 00 60 00 50 00 40 00 30 00 20 00 10 •• 10 •• 20 00 30 00 40 00 50 00 60 00 70 00 0 al CC CO < Z o 0 r I- , MII I do 1 co co 0 x cc CO0 *PROM CONSTRUCT**. CO I CALL 48 HOURS Ja NO. L BEFORE YOU DIG CM, ENGINEER OM 1-BDO-424-5555 044EE7 �I FPPROVa MIRES ONE YEM FAN DAM SIIOMN CAD FILE:99073C14.OWG I PLOT DATE: or I' 11 a \ ' I ; 1 \\ `\ \\— � I ', o I11 IN NITWIN N I F- 1\ ` \ \ .r e^----^ I \ WO) m uu --_ -_ I 9• END CURO � —1 I L \� \ • ninmin..� 4 ( !i 1 [T7 f _ 1/11 ■ rit(M)Off me 11 /v. r O 2 1 d II'' '1 \� ` `T: "t ' illa \ \\ \ \ .•\S\ • > + t I \ \ \ / . e N n� J 1 `Y` \\ \ l\ \ \\ ' ,\ • \\ Q I y m I _ I ''j 1 ) 7Jl 71 _-� .:.:1n 1 r_r I - O i©' • \ 1_P —_ 1` .\ \ \ \\ \ o =—_ .i." - T- - - I J f A'F i• ' ''�' UWWO HAINJ \``NK FENCE. VERIFY ` rn�___'-___ y --_ \ \` \\ •\\ ,,-_, -- `\ \\',. \ \� W '^, 42'-lila1� \ 15° 23' 10' 24 STALLS • 9' = 218' la: '\. \ • \, ./Th I I p 1 g �� CONC. WHEELSTOP, IYP. ��� \ \ ,\ Z la cy ® �'�`�•• 0 ACCESS. PKG. SIGN © I% iol i \ \ •• Z O JT 9'_21 ' 9 )r✓ r•�L. 7YP FOR (4) ® �� (1 \ \ V CO V i I 69'-11 17 10'-C =!Y r �1 i I. _ V".,\ Rr :iT le r. 545 Itio 4 iCONCRWALKWAY 4 , :t# I * k `HHWJ1 ,R n - _ EPUNADE Cn Cr — 1 ' ®.0 l \ L5.1 \BttP +� \OM 6H, lYP `Oz ,1\ . _I _- __ / v d Gilt O �� © + 1 eKE RACK V \ � ��7110104� ,%,* a�C2, ''' ,!Jut 15' g78.d3e'E231,23' - `a (� A �, r BY OWNER �i • .o ff ✓ �� ASI 40 ® - l 11 � "-'� i �la .0. ii . i ��-' ,�+5 WOOD HEADER ® / 92� ! _ MONUMENT ADDRESS PRESS . , bi '„"'• :�� 1 '� iri/r/�`.� �� 4 :Itt- �(• / II SIGN Df 5 P i ` i l I 1 I 30' 111MING O2 �` .CURA. 1T-T i'•�•1' 1 ++ ,, 1 RADIUS.TIP +? POil re 2'_g _ayes y Ir s/ T/ Ili R20 . '+•-' ', Q Q (./ `_ . © UR; ` C ALKRT SLAB 0 .� qqgg0.A • / P I ! AO r A2END C ��` e' ' END OF WIN�rW WALKOFF AIAT� ,� //IP r 7 row AS t+P' � • +. PILE SU 'rRTED �. '[-"`''\.3.' N I 1. l J / I O � �/ ORS \I zA t �NI �� ` :� SLAB 'R' / /' / GRABAGEMECYCUNC 0' to b ., .. - V!, ' '� -'� Ili- �= n� O 1/11/)(1,/i %� /, %I.ENCLOSURE 7 , •/gal ill LI'. Y /11'A. ttk .. . / END CURB 16'_�f_� r�li • , /Ii // / ii 1 DR TYP O III: � +0• ' - --©1" 7 � ' Ic® WOOD H •r R ® filf//' 1 r �� /.W.r . TREE R ON STALL LYP 6 �. L5.2 CENTER ON STALL �. �! •. �: - - ' ilk H f S ! \ -., J i A . to 11 P 15' G '•_� ,_ v1 a ,A+\Ef.S+nP,• ' all J Fj 0.1D' ,% ,,y,'/( I /'// /6'4 23' I 34' ,ii +23' / I L•'-' / ‘ , Ct...., . /./• 71(7, .5-/ ' / ' I 1 ©, Q nP. _ • �`'� i.. ` Y)' tURNMG I t� I w �''' �4�" �Y7R'" - ,n .. Y� . le \ R20 RADIUS. TYP RI5. / 1 \ j'�;%j': % Ci �V��. O (— 1 0n v� j z 2R5 lfP. ✓ ,,,/i" , i 2f10 4' 13' I 19' 13' A' ( 4e i \. R15'O ,fi{ \ /; CJ�/,y5 1' :�CONCRE,E ESPLANADE p DEC 1/ 1999 1.4 SW21'1rW b /� serzrlrE + `+ '' i s Issrnlsos' _ ,3s' 1e ssrAusos' - ss \8 / ' ' LAYOUT PLAN 1I _ _ !01 !� ^", — > . `, .!4 �,iyo ;' LUILIfiNG DEBT > - _ - - __ — __ — "- - _ —. - - - _ _- - - - 'A w J( ilkr -- /- -- - ,-.i J. _——_, — _= \ i 1 0^ �'' �Q/� N,\ MAY 16, 1000 ----- ------- • t,"" \- 01';. IRON PI 'f- GRABAGE/RECYCLING % , 1 c0 0oos- 10 20 Ao eo ------- ---- FU^1CTOVI liNKkIIi)VVN ENCLOSURE 165'-3/' _` T 1 • , CP'��'4: Y3L/J. V . m!1]il A 163'-7( ^ I- / SCALE �" = 2C' - a CONSTRUCTION SET A 3 Tpp_ - . ""-+U K. i,e-r +P VL(twt. Yl'Wv\\,ML.�--` 3c_,F - '{`ati+v-i) DPrOrPTY .•Mr..r,VNI••AR '.v SIT to- .".eT (59.0"000t_ })06i'll rG9P--- \ oSil._'^ -CJ .3 Iw - II III a - M . • / I I , . I _ _ . L 4 -- - , i- , . , , , ,B..4" I ' (( .; • •* W \ \ I Q i n F— \ ' / EjP Q F I 1\\� Q 1C -_ n- - 1 / ` l ci 18 CD co 5 s \ Z BC 1835 I a % s.00Bc_ a�p10 aa( � � � `` 1 1\1 III K K.. )\ \ \ �D / - � Q II �\ BREN< CURB r BC ` \ \ - Q - % it 00 - ` _ �1Vv� BC' y1N1F START 9 W /� �� ABAO IO O �� �� ��•� » 11 II I '!1, 'i I I� 11L1,.I 'K ��� _ '-\ W,. apb j "� . CJ ,1,.1:-_, III Iv1/\RI< 1W-- 1: B 1 1 •\\�\\ = V \\ - UI NW -C ;P nl ill DIR r7 c\, �) _,� I,,It , l I 'II __ ___ - _ ( _ ___ . . --\x; 115°BC @ 1--1 \ c....\-1\1 \\\\ '/c--\t's . . . I )‘ \ \ '....„, . .,, . / / Cip 0 "CC i , \ S'eNt".\' ‘ \ ' , c \ \NI" ) ' • -- I. . / . /. , ) __ _ . i „ e \ ) 4 ' , . '2'1 ' -E-1(' (/' 1 / '/ / / n C3- C).4:C cv'c -* t. - - -- - •I`\ ��f It DEPPE55 �a\ i� --- -� ✓\0`UO t ` \ ' 1. /a , I n )� NO '� \\ate / END BIOSWAL£ )..13:4 �a FL H. } _`_ � �//�/ - \\ 1 \ \\ l / / / ,' e DEPRESS / i_ 1�,5 1811 \ i /� \\ / I I 11 / CU0.B c_ -sty S5 • mil\ ♦ r1 �\ \\• II / 7/l/ 9 FIRE ACCESS EO \6.15 �' H�- 1 35 BC I C>N) \ \ - \B / _ • / // / / /"-\ 11/1B/DD HEALTH CLUB 25 tC \,.2i tCF`5 B l ` C , - "IIIV /, / / _- __ sue . / 1135 .« 1600 BC � � \ 0 I SH \\ .� �//ti./ \ i / / % // 1,4 // 8850 \ + 11 2 19� C n c 19� \ / / /,�/ 25 35�I 15BC _ n ' / K.,4 ,,,, cf;1 \ \ , ------- /7) i , DR I . \, FL SH t'I 4J ,. 18 Bg + -\t , y.� �� �' f l/� � �,.o..°, L \\„.. % 1 \\\ - ± / OR/AS i \ � FLISH ie o j6 c("c7-3)\ Qz / A I `r ps __ p wan1 ae no•mnn n I Al 25 BC `I- \�,15�\ tlb5 \ LI(.\\H n___�/ 18,5� - .n_- 1 FF = 1950 �' ;// j' / RECEIVED .._ j I \ I = —� �t d�d , �� =��)� '% / j DEC 7 1999 • 1_-: 6.1%gJ 1125B�J - - - // - - - - _ - - - -- - 1 / GRADING PLAN o J.Luf .la DFPIvis /- - - f / _ I� ' MAY 16 IDDD SEE CML FOR - - -__-__-_ - _ , - GRPDING THIS MEA - -- \ bU , I /E�,/ �.l a L 1 i1 / ., /v bLAf 1" = 20 I/ .11"11.11 CONSTRUCTION SET n r 1 1 KATHY HILL_ n II R ( LEGAL DESCRIPTION SKA�' ' 1 CONSENT AND DEDICATION /60 f ';i Avr KNOW ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED SUBDIVIDER HEREBY CERTIFIES THAT iTA 17 P 3 �8 THIS SHORT PLAT AND LOT LINE ADJUSTMENT IS MADE AS ITS FREE AND VOLUNTARY ACT AND DEED. ' PARCEL "A": PARCEL "C" CONTINUED: IT FURTHER DECLARES THAT THE LAND DESCRIBED BY THIS SHORT SUBDIVISION AND LOT UNE ADJUSTMENT '� HAS NOT BEEN PREVIOUSLY SHORT PLATTED WITHIN THE PRECEDING FIVE YEARS, AND MAY NOT BE FURTHER THAT PORTION OF TRACTS 15 AND 16 AND VACATED "R" AVENUE AS SHOWN ON BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 16; THENCEILTUTi+--ELECT---- SUBDIVIDED WITHIN FIVE YEARS FROM THE DATE OF APPROVAL OF THIS SHORT PLAT. IT FURTHER DECLARES PLATE NO. 10 OF TIDE AND SHORE LANDS OF SECTION 19, TOWNSHIP 35 NORTH, ALONG THE EAST UNE OF SAID TRACT 16 A DISTANCE OF 125 FEETT' QuDf WOE _ THAT NE PORT OF ANACORTES, A MUNICIPAL CORPORATION THE UNDERSIGNED OWNER IN FEE SIMPLE, RANGE 2 EAST, W.M., ANACORTES HARBOR, AND THAT PORTION OF GOVERNMENT POINT OF BEGINNING OF SAID LINE; THENCE NORTH 89' 15' 45" WEST PARALLEL HEREBY DECLARES THIS SHORT SUBDIVISION AND LOT UNE ADJUSTMENT AND DEDICATES TO THE USE OF THE LOT 1 OF SAID SECTION 19 ALL LYING NORTH OF THE FOLLOWING DESCRIBED TO NE NORTH UNE OF SAID TRACT 16 TO A POINT 100 FEET EAST Of THE EAST PUBLIC FOREVER ALL AVENUES, PLACES AND EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS sp* THERE IS SHOWN ON THIS SHORT SUBDIVISION AND LOT LINE ADJUSTMENT, AND THE USE FOR ANY AND ALL LINE: LINEAVE UE TO 'THE THENCE SOUTH PARALLEL TO THE EAST LINE THE SOUTH PUBLIC PURPOSES, NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, ALL AVENUE TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF SOUTH ii BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 16; THENCE SOUTH BOUNDARY OF 15TH STREET; THENCE NEST ALONG THE EXTENDED LINE OF THE CLAIMS FOR DAMAGE BY THE OWNER AND ITS HEIRS AND ASSIGNS AGAINST ANY GOVERNMENTAL AUTHORITY ALONG THE EAST LINE OF SAID TRACT 16 A DISTANCE or 125 FEET TO THE TRUE SOUTH LINE OF 15TH STREET A DISTANCE OF 100 FEET TO THE EAST LINE OF SAID ARE WAIVED WHICH MAY BE OCCASIONED TO THE ADJACENT LAND HY THE ESTABLISHMENT. CONSTRUCTION, 11 POINT OF BEGINNING OF SAID LINE; THENCE NORTH 89' 15' 45" WEST PARALLEL `0" AVENUE AND THE TERMINUS OF SAID LINE. DRAINAGE AND MAINTENANCE OF SAID ROADS. TO THE NORTH LINE OF SAID TRACT 18 TO A POINT 100 FEET EAST OF THE EAST LINE OF "0" AVENUE; THENCE SOUTH PARALLEL TO THE EAST LINE OF "Cr SITUATE IN THE COUNTY OF SKAGIT, STATE OF WASHINGTON. IN WITNESS THEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THIS '✓' DAY OF WG10., AVENUE TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE SOUTH 1999• BOUNDARY OF 15TH STREET; THENCE WEST ALONG THE EXTENDED LINE OF THE PARCEL "D': SOUTH LINE OF 15TH STREET A DISTANCE OF 100 FEET TO THE EAST LINE OF SAID "0" AVENUE. A TRACT OF LAND IN GOVERNMENT LOT 2 IN SECTION 19, TOWNSHIP 35 NORTH, • RANGE 2 EAST, W.M., DESCRIBED AS FOLLOWS: • SITUATE IN THE COUNTY OF SKAGIT, STATE OF WASHINGTON. EXECUTIVE DIRECTOR BEGINNING AT A POINT ON THE EAST LINE OF "0" AVENUE (WHICH IS ALSO THE , , , ')_i,^ 1 PARCEL "B": - EAST LINE OF THE BURLINGTON NORTHERN RAILROAD RIGHT OF WAY) 152 FEET NORTH OF CENTERLINE OF SEVENTEENTH STREET; THENCE EASTERLY PARALLEL )` `7 -- ALL THAT PORTION OF THE FOLLOWING DESCRIBED TRACTS 1,2, AND 3, LYING TO THE CENTERLINE OF SEVENTEENTH STREET PRODUCED TO A POINT 10 FEET ACKNOWLEDGMENT NORTH OF A UNE DESCRIBED AS FOLLOWS: EAST OF THE MEAN HIGH WATER LINE OF FIDALGO BAY; THENCE SOUTHERLY ALONG A LINE 10 FEET EASTERLY AND PARALLEL WITH SAID MEAN HIGH WATER STATE OF WASHINGTON) BEGINNING AT A POINT ON 'THE EAST LINE OF "Cr AVENUE IN THE CITY OF LINE TO A POINT 122 FEET NORTH OF THE CENTERLINE OF SEVENIEENTI STREET } SS ANACORTES, IF SAID AVENUE WERE PRODUCED SOUTH OVER AND ACROSS PRODUCED EASTERLY; THENCE WESTERLY TO THE EAST LINE OF "0" AVENUE TO COUNTY OF SKAGIT ) GOVERNMENT LOTS 1 AND 2, IN SECTION 19, TOWNSHIP 35 NORTH, RANGE 2 A POINT 122 FEET NORTH OF THE CENTERUNE OF' SEVENTEENTH STREET, ON THIS 5K` DAY OF Fsbtyp.� 19a9 BEFORE ME, THE UNDERSIGNED, A NOTARY EAST, W.M., WITH THE INTERSECTION OF THE CENTERLINE OF VACATED 171H THENCE NORTHERLY 30 MORE FEET TO THE POINT OF BEGINNING. STREET; THENCE NORTH TO A POINT 152 FEET NORTH OF THE CENTERLINE OF PUBLIC IN AND FOR THE TATE OF WASHINGTON, DULY COMMISSIONER AND WORN, VACATED 17TN STREET TO THE POINT OF BEGINNING OF SAID LINE; THENCE TOGETHER WITH A NON-EXCLUSIVE EASEMENT OVER THOSE PORTIONS OF PERSONALLY APPEARED +0.4 A 4tt,lte\s - F-xCe wvirtur ►WSLrGtO EAST PARALLEL WITH THE CENTERUNE OF VACATED 1711f STREET, AND VACATED . TIDELANDS TRACT 17, OF ANACORTES TIDELANDS, PLATE 10, EASTERLY OF THE I I I, 17TH SWEET PRODUCED EAST, TO THE EAST LINE OF TRACT 17, "PLATE NO. 10, ABOVE DESCRIBED PROPERTY AND BETWEEN THE NORTH AND SOUTH LINES ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND TIDE AND SHORELANDS OF SECTION 19, TOWNSHIP 35 NORTH, RANGE 2 EAST, (EXTENDED') OF THE ABOVE DESCRIBED TRACT OF LANDS. FOR ACCESS TO THE ACKNOWLEDGED IT AS THE EXECUTIVE DIRECTOR OF THE PORT OF ANACORTES III W.M., ANACORTES HARBOR", ACCORDING TO THE OFFICIAL MAP THEREOF ON FILE � WATER. TO ME KNOWN TO BE THE INDIVIDUALS 0 SBED IN AND WHO EXECUTED THE WITHIN ' I•}' INSTRUMENT AND ACKNOWLEDGED THAT �bCRI SIGNED AND SEALED THE SAME AS 41;3 . FREE l WITH THE STATE LAND COMMISSIONER AT OLYMPIA, WASHINGTON. AND THE r •+• 'TERMINUS OF SAID UNE. SITUATE IN THE COUNTY OF SKAGIT, STATE OF WASHINGTON. AND VOLUNTARY ACT AND DEED, FOR THE PURPOSES THEREIN MENTIONED, d� 'MINE MY HAND AN OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. .' ' .a•rl I TRACT 1: 114,. /� uurRlrrr 'I PARCEL `E": CL'!�-_ ��t�11L. JO 'rr'r THAT PORTION OF GOVERNMENT LOT I, SECTION 19, TOWNSHIP 35 NORTH, �. ..p ••.yti�Wsi ' • RANGE 2 EAST, W.M., LYING EAST OF THE EAST LINE OF "0" AVENUE IF SAID ALL THAT PORTION OF VACATED 14th STREET LYING BETWEEN "0" AVENUE if (-1* -1- .. AVENUE WERE PRODUCED SOUTH OVER AND ACROSS SAID GOVERNMENT LOT 1, AND "R" AVENUES AS VACATED JANUARY 3, 1983 BY INSTRUMENT RECORDED cS� TA �\ UNDER AUDITOR'S FILE NUMBER 8308010050. AND AS CONVEYED BY OPERATION 05 Q-bc1Aa C y (q94 _ o CVD Ry f. EXCEPT THAT PORTION THEREOF AS CONVEYED TO THE PORT OF ANACORTES BY .' OF LAW AND BY INSTRUMENT DATED APRIL 19, 1983 AND RECORDED UNDER DATE y m - "' DEED RECORDED MAY 18, 1978, UNDER AUDITOR'S FILE NO. 879777, .4". AUDITOR'S FILE NUMBER 8307270015. Xi", uBI_VG' ; Xi", � ,,�/ `O TRACT 2: SOURCE OF LEGAL DESCRIPTION IS LAND TITLE COMPANY OF SKAGIT COUNTY 6g e N F► I ALTA OWNER'S POUCY, ORDER NO. TA-85970, DATED JULY 2, 1998. f tpst�' THAT PORTION OF GOVERNMENT LOT 2, SECTION 19, TOWNSHIP 35 NORTH, RANGE 2 EAST, W.M., LYING EAST OF THE EAST UNE OF "0" AVENUE IN THE CITY -i APPROVALS OF ANACORTES, IF SAID AVENUE WERE PRODUCED SOUTH OVER AND ACROSS •' I SAID GOVERNMENT LOT, AND NORTH OF THE NORTH LINE OF 17T71 STREET I PRODUCED EAST OVER AND ACROSS SAID GOVERNMENT LOT 2. THE WITHIN AND FOREGOING SHORT PLAT AND LOT LINE ADJUSTMENT IS APPROVED IN ACCORDANCE WITH THE P ()VISIONS OF THE CITY OF ANACORTES SHORT PLAT ORDINANCE. ! + TRACT 3: - . THIS R DAY OF Or K _ , 1911 ZTRACT 17, "PLATE NO. 10, TIDE AND SHORELANDS OF SECTION 19, TOW .�NSHIP 35 _... �i1 fr,^4"t , / / iNORTH, RANGE 2 EAST, W.M., ANACORTES HARBOR". ACCORDING TO THE OFFICIAL MAP THEREOF ON FILE WITH THE STATE LAND COMMISSIONER Al • OLYMPIA, WASHINGTON. SITUATE IN THE COUNTY OF SKAGIT, STATE OF WASHINGTON. SURVEYOR'S CERTIFICATE TREASURER'S CERTIFICATE i PARCEL "C": - I HEREBY CERTIFY THAT THIS SHORT SUBDIVISION AND LOT LINE li ADJUSTMENT IS BASED ON AN ACTUAL SURVEY, WHICH IS RETRACEABLE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND ' I i TRACTS 15 AND 16 OF "PLATE NO 10, TIDE AND SHORELANDS OF SECTION 19, AND BASED ON A TRUE SUBDIVISION OF THE SECTION; THAT THE THAT AU. SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN CONTAINED I)• - TOWNSHIP 35 NORTH, RANGE 2 EAST, W.M., ANACORTES HARBOR", ACCORDING DISTANCES, COURSES, AND ANGLES ARE SHOWN THEREON CORRECTLY, AND DEDIC TED AS STREET , ALLEYS OR F OTHER PU IC USE ARE PAID IN FULL. TO THE OFFICIAL MAP THEREOF ON FILE WITH THE STATE LAND COMMISSIONER AND THAT MONUMENTS HAVE BEEN SET AND LOT CORNERS STAKED THIS X AY OF ,ty1r.y , 19 AT OLYMPIA, WASHINGTON, - ON THE GROUND AS SHOWN ON THE SHORT PLAT IN ACCORDANCE WITH THE PROVISIONS CONTAINED IN CHAPTER 332-130 WAC. dt.�•+,• EXCEPT THAT PORTION THEREOF AS CONVEYED TO THE PORT OF ANACORTES BY p, / _� INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 879777, MORE �� 4PARTICULARLY DESCRIBED AS FOLLOWS: J FFREY A. S✓.ODJE /�C ! THAT PORTION OF SAID TRACTS 15 AND 16, AND VACATED "R" AVENUE AS SHOWN CERTIFICATE NO. 19645 DATE °Ac ! J TREASURER'S CERTIFICATE ON "PLATE NO. 10, TIDE AND SHORELANDS OF SECTION 19, TOWNSHIP 35 NORTH, 4Q.�Y 'MIS IS TO CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAVE BECOME RANGE 2 EAST, W.M., ANACORTES HARBOR", LYING NORTH OF THE FOLLOWING t A LIEN UPON THE LANDS DESCRIBED ABOVE HAVE BEEN FULLY PAID AND DISCHARGED DESCRIBED LINE: I °j its a ACCORDING TO THE RECORDS OF MY OFFICE UP TO AND INCLUDING THE CURRENT ii I,l' i YEAR OF 1S 1 v. - /;o CERTIFIED THIS !D DAY OF .4.2.e. , 19Tr99, �, NOTES , ', . ,, 1•.1 O/J4� F` Fc,s1FPE 'e AS f/0�.. r 1. SHORT PLAT NUMBER AND DATE OF APPROVAL SMALL BE INCLUDED IN ALL DEEDS AND CONTRACTS ! rr�°NAL1.1%.0 1 S AGG� TREASURER I 2. ZONING - COMMERCIAL I AUDITOR'S CERTIFICATE ~ "� Z' ii 3. SEWAGE DISPOSAL - CITY OF ANACORTES 1"XPIRES /Jr� r, 4. WATER - CITY OF ANACORTES 5. ALL MAINTENANCE AND CONSTRUCTION Of PRIVATE ROADS ARE THE RESPONSIBILITY 19 D FOR RCORD IS 11 DAY OF rib OF THE LOT OWNERS, AND THE RESPONSIBILITY OF MAINTENANCE SHALL BE IN AT 3•nos • M. IN BOOK lU OF HORT PLATS AT PAGE N AT THE REQUEST OF DIRECT RELATIONSHIP TO USAGE OF ROAD. LEONARD, UDINOT AND SKODJE INC. UNDER AUDITOR'S FILE 6. BASIS OF BEARING IS THE CENTERLINE OF "0" AVENUE BETWEEN FOUND MONUMENTS / NUMBER Lim O�.t1W1� I AT INTERSECTIONS OF 17TH STREET AND 11TH SWEET BEING N 00' 01' 10' W PER RECORD y il OF SURVEY RECORDED IN BOOK 10, AT PAGES 113-118, UNDER AUDITOR'S FILE NO. 9010110009. I 7. THIS SURVEY WAS PERFORMED IN THE FIELD USING A LIETZ SET 44 TOTAL STATION. t, 8. DEVELOPER: PORT OF ANACORTES, P.O. BOX 297, ANACORTES, WA 98221 (360)293-3134. 9. SKAGIT COUNTY ASSESSORS PARCEL NUMBERS: P32961, P32960, P32911, P32910, P32959, �9 �' P32962, P32914, P32944, P32964. P32948, P32942, P32912. SHORT PLAT NUMBER:01498-003 DATE: JANUARY 1999 10. LOCATION AND DIRECTION OF 1471-1 SWEET WAS DETERMINED FROM TIES TO MONUMENTS ON COMMERCIAL AVENUE AT 17TH AND 19TH STREETS. AS SHOWN ON SAID RECORD OF SURVEY PORT OF ANAC:ORTES OF SURVEY FILED UNDER AUDITOR'S FILE NUMBER 9010110009, AND ON RECORD OF SURVEY RECORDED FEBRUARY 12, 1992 IN BOOK 12 OF SURVEYS AT PAGE 96, UNDER AUDITOR'S FILE LOT LINE ADJUSTMENT ANI) SHORT PLAT NUMBER 018. 11. LOCATIONS O OF INNER HARBOR LINE AND SOUTH LINE OF CAP SANTE WATERWAY WERE DETER- PORTIONS OF PLATE 10, "ANACORTES TIDE AND SHORELANDS," AND OF GOVERNMENT MINED BY REFERENCE TO SAID RECORD OF SURVEY FILED UNDER AUDITOR'S FILE NUMBER LOTS 1 AND 2, SECTION 19, TWP. 35 N., RGE. 2 E., W.M., CITY OF ANACORTES 9010110009'AND TO PLATE 10, "ANACORTES TIDE AND SHORE LANDS," ACCORDING TO THE SEC. 19, T35N, R2E, W.M. OFFICIAL MAP THEREOF ON FILE IN THE OFFICE OF THE STAlE LAND COMMISSIONER AT OLYMPIA, WASHINGTON. OWN BY: JJB DATE: JULY, 1998- LEONARD, BOUDINOT and SKODJE, INC. SCALE: - CIVIL ENGINEERS AND LAND SURVEYORS FIELD ROOK: 603 SOUTH FIRST ST., MOUNT VERNO"!, WA 98273 (360)336-5751 JOB NO: 98071 J. I i shQGT / SHEET 1 OF 2 Ili� 7 I LEGEND LINE TAB1 CURVE 11E Plc NAIL AT 11TH & "0" AVE. ACDPZ,E.SS - NUMBER DIRECTION DISTA' NUMBER RADIUS LENGTH DELTA - C EXISTING GAS UNE. w EXISTING WATER LINE. L1 S 89'59'12" E 40.00 CI 25.00 39.18 89'47'02" Lei- tot �i L2 S 89'59'12" E 40.00' C2 25.00 39.36 90'12'58" P EXISTING UNDERGROUND POWER UNE. L3 S 00'0I'10" E 29.74' C3 35.00 54.86 89'48'37" L.pT 2 • {(a0 i -„ .__ __ - T EXISTING UNDERGROUND PHONE UNE. L4 N 34'31'10" E 37.93' C4 25.00 31.39 71'56'48" • Lei-3 - lot 5EAFAQEt2 S SS EXISTING SEWER LINE. L5 S 89'48'12" E 16.72' C5 25.00 9.63 22'04'14" - SD - EXISTING STORM DRAIN LINE. L6 N 00 11'32" E 50.00' C6 25.00 39.35 9011'23" L7 S 00'34'57" E 26.12' C7 45.00 17.67 22'30'04" -11 EXISTING LICHT POLE. L8 N 1524'10" E 19.88' C8 101.98 28.45 15'59'07" �FH EXISTING FIRE HYDRANT. L9 N 89'25'03" E 34.42' C9 45.00 58.13 74'00'53" p • INDICATE'; IRON ROD SET WITH L10 S 0034'57" E 24.00' C10 50.00 78.54 90'00'00" f�i 0 INDICATES SET P-K NAIL L12 N 00'34'S7" W 27.32'YELLOW CAP MARKED 'SKODJE 19645". L11 N 89'25'03" E 10.00' C11 110.00 28.20 14'41'11" '� C12 35.00 54.26 88'49'48" n L13 N 89'56'19" E 37.35' C13 15.00 15.12 57'46'09" PORT TRACT a INDICATES FOUND SURVEY I I L14 N 00'11'32" E 9.72' C14 15.00 15.12 57'46'09" 45,583 SO. FT. MONUMENT AS NOTED. 1.05 ACRES LL.1 L15 S 88 16'47" E 13.91' C15 15.00 15.12 57'46'09" 40' 40' > P32944 SKAGIT COUNTY ASSESSOR'S TAX PARCEL L16 N 89'S9'48" W 11.15' C16 15.00 15.12 57'46'09" NUMBER. Q L17 S 00'00'25" W 30.00' C17 15.00 23.56 90 00'00" i I I L18 S 89'01'36" W 10.00' C18 5.00 7.85 90'00'00" n NET STORAGE L19 N 0011'48" E 19.48' C19 3.00 4.71 90'00'00" - 2' I I L20 N 0011'48" E 17.00' C20 3.00 4.71 90'00'00" FOUND MONUMENT IN CASE ^e'l 4; - P32984 (A L21 N 0011'48" E 14.00' C21 3.00 4.71 90'00'00" 0. I - .F, N0. 224130 L22 N 0011'48" E 8.00' C22 25.00 17.70 40'33'40" - - N 89'59'12" W- ` w VACATED 10' ESPLANADE EASEMENT CAP SANTE BOAT HAVEN L23 N 0011'48" E 12.61' C23 45.00 30.94 39.23'27" 290.00' t o "R' AVE. TO CITY OF ANACORTES 714Th ST. o ; VACATED ��P�.4 o n sp I z 10' P.S.P.& L. EASEMENT S 89'59'12" E _-', 70P OF BMIK k •380.32' --_, L 1 NETST RAGE �' J L18 $g s 68176 E A.F. NO. 8801200029 _ _ IYX,J{ EXISTING RIP-RAP _ t TRACT NO. 15 c20 S 89C16 E \ --•A 0 1263.82' ^ 225.82' C13 89.1 C16 S 6923'30" W !( C17 � P32960 ` -- Ill ��71$ . �,Q OLD LOT LINE P32911 .L2 - - 3.00 L22 1L21 414.00 10' STREET DEDICATION f 2 1 305.10' 2 ' 74.20' " ' � - 1 C1fl 662.09' `-L23 _, w 589'48'12"E I �_ ,_ SERFeRER S + WAY NEW LOT LINT• �' J FOR "0" AVENUE -=d--- -- - _ _ � i� \ CiY > e� - + -•ewe�•saw,ssrt•m�eles,. - `�' -. - - ACCESS AND UTILITY EASEMENT x�'' 10.03' 1 `• I `NEW LOT LINE SSW S 89.48'12' E `�5 3.90' 0 rn 5O0`1# C � S 89'46'12' E 528.1T1Y_ - -�__ IN FAVOR OF LOT 2 (SEE DETAIL) / �o 373.90' \`� CT ' ` /� P32980 456.22 i S 89'4812" E 1 y ��I ‘\ _ VI `CORNER NOT SET ` T lL �- j �1 A - ...FALLS IN DITCH ..A �' ¢� SCALE 1'�100' I 10' U11UTY EASEMENT10 UTILITY -/� r W y/�-UNITED TO PLACEMENT CENTERED ONE EXISTING STATIO EWER AFT \ / 9 G° �' ME i I • Q b I N OF TRANSMISSION UMr'S UTTUTY LINE (TYPICAL) 1 � ' Q AGS�SS AND UTILITY Mil 111111111111. ELECTRICAL CONICAL FOR L9 4 LOT 3 O FA�LFNT !)FTAII 0 50 100 I n L1J UTILITIES, SEE NOTE 1 BELOW r. " / co ri , 'NI 0- I, 425,562 SQ. FT, -� W co0 1t'�' EASEMENT PER D VOICE AND DATA -J yp 1 \ 9.77 ACRES L11 Q - - s 1 A.F. NO. 879777 Z , COMMUNICATIONS, AND -. 1 - 5 C7o Y t r P32910 CABLE TELEVISION. �'� � ANN S89'S6'19"W n 10 U rE 70' T I SEE NOTE 3 BELOW. �I a 26.00' N �� 10� � L� stt LOT 1 ,` i QV 3 258,668 SO. FT. I 111 a • Cj _ O ; g 5.94 ACRES I •', P32959 2 -' - hd. • �� colt) v I \ 3 I '1 CONCRETE to t Q •�(�� \,P' (.1 in fit/ 0 o `8 1 W ry ,� DUMPSTER PAD N - o tr , 1 `' LOT 2 (TO BE REMOVED) o n Q� z P �10' STREET DEDICATION N c I N to 4 Z INNER HARBOR UNE ��� z (Z 8 ° FOR "0" AVENUE q 337.69 2ACRES q `Q z o C Y 2 % a ■ 205.36' q Q` _ <. J o In 8 • N 89'26 6" E: N hry �. u; P32912 - \ <'� �^ z •\MEAN HIGH TIDE LINE AS PER / °+ \Q o ti TRACT NO. 16 4 p N PLATE NO. 10, TIDE AND SHORELANDS v�2 .• n (N 'o OF SECTION 19, TOWNSHIP 35 NORTH, 4, L�J o I c ? �" • RANGE 2 EAST, W.M., ANACORTES KAYAK STORAGE 2' EASEMENT IN FAVOR OF THE 3p' 130 . HARBOR. •�• �..� D N w 1� I (TO BE REMOVED) ,0 R 2 PORT OF ANACORTES FOR AGEMENT Z iN %CC , P32948 OLD LOT LINE 10' ESPLANADE EASEMENT ° 94 ACCORDING TOAQUATIC SRCWN79.90.475 I w TEMPORARY TURNAROUND EASEMENT z iV TO CITY OF ANACORTES Q w TO BE ABANDONED UPON "R" AVENUE EXTENSION G~ .r_ z �4' 0 n �/ ` k OS / I .. P32962 TRACT NO. 17 >� 3 • No• I P32948`' P32942 h;� c �'rrrn\L16 '• 30' DRAINAGE EASEMENT FOR �0 OQ ? iN Jai . LOT 1 AND "0" AND "R" AVES. kh %. '. N 89'59'48" W , _ L �i SEE NOTE 2 BELOW �O• 500.34' P32914 n P32944 \ P32984 R •• 30` ACCESS EASEMENT 10 THE PORT OF • 433.60' .� 6p00'• 531 JT , .41 01 ANACORTES PER A.F. NO. 9407050064 N 89'59'48" W •` 1650.25' 40 40' • N 55'28'37" E NOTES 19.82' o MEAN HIGH 1. 10' UTILITY EASEMENT CENTERLINE IS AN EXISTING NATURAL GAS PIPELINE. SAID NON-EXCLUSIVE I , p I - TIDE LINE EASEMENT IS IN FAVOR OF LOT 3 FOR UNDERGROUND NATURAL GAS SERVICE. ANY REPAIRS OR (7.3 CONTOUR MAINTENANCE TO SAID UTILITY UNE SHALL BE PERFORMED ONLY AFTER SERVICE OF REASONABLE 17 TH S T•. TIDAL DATUM) NOTICE TO THE OWNER OF LOT 2. REPAIRS SHALL BE CONDUCTED PROMPTLY, fN A WORKMAN- LIKE MANNER AND THE PREMISES RETURNED TO ITS PRIOR EXISTING CONDITION IMMEDIATELY. N 89'S9'48'" W - - - FOUND MONUMENT EASEMENT IS APPURTENANT TO AND SHALL RUN WITH THE LAND. 380.83' IN CASE 2. 30' DRAINAGE EASEMENT SHOWN ABOVE IS SUBJECT TO DESIGN AND USAGE RESTRICTIONS AS 50' CITY R�O�W STATED I T TAIN EASEMENT DOCUMENT RECORDED UNDER SKAGIT COUNTY AUDITOR'S FOUND MONUMENT FILE NO. a ,3 IN CASE I I , • 3. ANY INSTALLATION. REPAIRS OR MAINTENANCE IN THIS 10' NON-EXCLUSIVE UTILITY EASEMENT SHALL TO' 20' --10' 12' 12'- 16' BE PERFORMED ONLY AFTER SERVICE OF REASONABLE NOTICE TO THE OWNER OF LOT 2. INSTALLATION I PROMENADE PARKING SAFETY ZONE WEST BOUND EAST BOUND BIOFILTRATION OR REPAIRS SHALL BE CONDUCTED PROMPTLY, IN A WORKMANLIKE MANNER AND THE PREMISES RETURNED TO ITS PRIOR EXISTING CONDITION IMMEDIATELY. EASEMENT IS APPURTENANT TO AND SHALL RUN WITH „„, „ 2" CLASS B 3" CLASS B THE LAND.' *Q ASPHALT ASPHALT • �' �P. f ., ♦ �� SHORT PLAT NUMBER ANA98-003 DATE: JANUARY 1999 �! , sqi ., s i �� u 6' CRUSHE I•r_ ____ ill:lc'O " '%•56' , ROCK I/ Z; n� lf 3" CRUSHED '17- q�L 2PORT OF ANACORTES C� !! ROCK BALLAST LOT LINE ADJUSTMENT AND SHORT PLAT o j • l o T �...qF i964s'co,!� iSECTIONPORTIONS OF PLATE 10, "ANACORTES TIDE AND SHORELANDS," AND OF GOVERNMENT d% .- ?/STEP. JQ A-A TYPICAL LOTS 1 AND.2, SECTION 19' TWP. 35 N., RGE. 2 E., W.M., CITY OF ANACORTES �N4L LANOS SEAFARER'S WAY EXPIRES i �, OWN BY: JJB DATE: DULY, 1998 L603 SGUnEONARDT BO UDTNO DNLAND A D end S 98273V R6oJE, C336 5751 SCALE: 1" = 100' CIVIL ENGINEERS AND LAND SURVEYORS / JOB NO: 980�711 ii /�` f� FIELD BOOK: ' , SHEET 2 OFJ2 I 1 I , . . II SURVEYOR'S CERTIFICATE LEGEND CURVE TABLE LINE TABLE I HEREBY CERTIFY THAT THIS SHORT SUBDIVISION AND LOT LINE -- --G- EXISTING GAS LINE ' /PK NAIL AT 11TH & "0" AVE. ADJUSTMENT IS BASED ON AN ACTUAL SURVEY, WHICH IS RETRACEABLE -W- EXISTING WATER LINE NUMBER RADIUS LENGTH DELTA NUMBER DIRECTION DISTANCE /l AND BASED ON A TRUE SUBDIVISION OF THE SECTION; THAT THE Cl 25.00 39 30 90'04122" L1 S 89'59'121' E 40.00' DISTANCES, COURSES, AND ANGLES ARE SHOWN THEREON CORRECTLY, P EXISTING UNDERGROUND POWER LINE C2 25.00 39.24 89'S5'38" L2 S 89'59'12" E 40.00' AND THAT MONUMENTS HAVE BEEN SET AND LOT CORNERS STAKED - - I ' EXISTING UNDERGROUND PHONE LINE ON THE GROUND AS SHOWN ON THE SHORT PLAT IN ACCORDANCE 35 DO 54.86 89'48'37" L3 S DOT1'10" E 29.74' WITH THE PROVISIONS CONTAINED IN CHAPTER 332-13U WAG. SS EXISTING SEWER LINE C4 25.00 31.39 71'56'48" L4 N 34'31'10" E 37.93' lti 1 I�, I -- SD EXISTING STORM DRAIN LINE C5 25.00 9.63 22'04'14" L5 S 89'48'12" E 16.72' .§' EXISTING LIGHT POLE C6 25.00 39.35 90'11'23" L6 N 00'11132" E 50.00' II C7 45 00 17.67 22'30'04" L7 S 00'34157" E 26.12' ' Ii ! JEFFREY A. SKODJE 4-FH EXISTING FIRE HYDRANT CERTIFICATE NO. 19645 DATE • INDICATES IRON ROD SET WITH C8 101 98 28.45 15'59'07" L8 N 15'24'10" E 19.88' i, I YELLOW CAP MARKED "SKODJE 19645" C9 45.00 58.13 74'0O'53" L9 N 89'25'03" E 34.42' C10 50.00 78.54 90'00'00" L10 S 00'34157" E 24.00' CI INDICATES FOUND SURVEY ( C11 110.00 28.20 14'41'11" L11 N 89'25'03" E 10.00' n MONUMENT AS NOTED C12 530.00 102.00 11'01138" L12 N 00'34'57" W 27.32' ,H P32944 SKAGIT COUNTY ASSESSOR'S TAX PARCEL C13 470.00 92.83 11'18'57" L13 N 89'56'19" E 37.35' NUMBER C14 470.00 90.46 11'01'381' L14 N 00'11132" E 9.72' FORT TRACT C15 530.00 104.68 11'18'57" L15 S 88"16'47" E 13.91' 52 655 SQ. FT. LI.1 C16 500.00 96.23 11'01'38" L16 N 89'59'48" W 11.15' III 40' 140' 1.21 ACRES I > C17 500.00 98.75 11'18'57" L17 S 00'00125'1 W 30.00' I IF Q C18 530 00 28.28 03'03'26" NET STORAGE . C19 530.00 76 40 08'15132" FOUND MONUMENT 0 a N IN CASE n a I P32984 (A.F. NO. 224131) Li o S 89'59'12" E I 10' PROMENADE EASEMENT CAP SANTE BOAT HAVEN m j 300.00' ii o TO CITY OF ANACORTES 14TH ST. o / VACATED - o0 z7. �F .o I 10' P.S.P.& L. EASEMENT S 89'59'12' E - ' LL g , 14th ST. '\C` A.F. NO. 8601200029 O S 00'01'10" E DOCK 36D'32 ' a PI G NET STORAGE t N 9 51 a . L1 6 ' . p 1 I L.--- TRACT NO. 15; w 'A „j-10 XISTNG RPI I, < G --, i L ,J,�,xXJ I T I I I�I�E1263 82' S 89'50'55" E a /uia,vuum ruto.>../.u..,/o.,iioo,.� _ ( ___ . ii •� • �1a s$ -_ P32960 - w } QC' OLD LOT LINE I P 633.83 P32960 w Li P32911 s_ 1' 1918 S 89'48'12" E 10.03' �7 5,.89'S4'28" W C14 7852 15 14E 1� PLACE S 89'48'12" E N NEW LOT LINE ,o\ a- - -r. = - S AND UTILITY EASEMENTcry __ _ - - CTV� _ � IN FAVOR OFLOT 2 141.8 w 528 1 -FS- V---,vc,."--_--- - to n lo o SSMH 105.74' ,� N, o o NEW LOT LINE g3' 500` , o 0 206.89' G. C16 / 456.22' S 89'48'12" E ACCESS AND UTILITY L 0 ' N 89'54'28" E C13 40 95"., \ c P32960 N ' AN EASEMENT DFTAII 3 ti 141.96' C12 / 6- E S 89'48'12"` - J L ��i - - / O N 78' I-► A m •II, R" 5 '0 v�i'q0 SCALE 1"=100' co oi • '0` s EWER IFT ,( J i 1! W b FHA, STATIO .r� O \ L9 G° �/ro > P o - c 0 50 100 Q L9 _ ,w \ I\/ LOT 3 w Lo r- n ,n W 0 ,I ♦� 425,570 SO. FT. -' co Lc) -16' EASEMENT PER - 4 \� 9 77 ACRES L11 C A.F. N_O. 879777 Z 1 L11 um YIIIII ? ILK U- n 1 I I Q _ _ _ _ .J I P�32910 W MEAN HIGH TIDE LIN,. AS PER to _p_- %9 p O' !� I (� ..�. - - � ..r •.._..- \ I '��PLATE NO. 10, TIDE AND SHORELANDS I a� 26.0(.' J N �� �r � 20' ui Q , OF SECTION 19, TOWNSHIP 35 NORTH, . �,P 3 �• o, ` O ` RANGE 2 EAST, W.M , ANACORTES t L13 \. Q v �' rn 258,966TS0. FT. ', HARBOR CONCRETE e 1 io '° 3 0 5.95 ACRES P32959 DUMPSPAD J ���_la ' O to o IC) U o o N I N o `', O LOT 2 O ���_ , 4, _O Gj ' INNER HARBOR LINE z (SL o O o ( o n' 1 335.052 SO. FT. , 205.36' 6, 0 p oo Pao 7.69 ACRES - V ti P - oin E 2 %z o " •N 89'26 06" �� .^> �, In 0 Q TRACT NO. 16 �, < KAYAK a ya� ' 4 P32912 - z , STORAGE a 2 , (N -I '` P32948 1 O Q^ 2' EASEMENT IN FAVOR OF THE i..: RTES FOR n z 30' 130' `� Q Q AQUATIC LANDS MANAGEMENT U , ) I(- t; w i • LLJ a OLD LOT LINE 1'), � CLti> k = ACCORDING TO RCW 79.90.475 w > TEMPORARY TURNAROUND EASEMENT a l _ I - __ 1 W TO BE ABANDONED UPON "R" AVENUE EXTENSION O " `` Q I 04 - I r. " P32962 , c �. 0 3 0� I P32948`` P32942 ' ova 2 TRACT N0. 17 rA '' eIdb el L16 , 30' DRAINAGE EASEMENT `L ^, Q .11,(� ‘, FOR LOT 1 AND "R" AVE. p0 a0 ',,- N 89'59'48" W o/ `` AS SHOWN HEREON O. 500.34' " ,i - -- , 30 ACCESS EASEMENI 10 THE FORI OF P32914 I P32944 `,, P32964 0n a C_ ANACORTES PER A.F. N'). 9407050064 0 ( 443.60' 6C.00' 531.77' v N 89'59'48" W `, 1650.25' N 5'28'27" E In 19 40' 40' O I i o ,• MEAN HIGH AUDITOR'S CERTIFICATE TIDE LINE N (7.3 CONTOUR FILED FOR RECORD THIS DAY OF - - - k �, , 19 , AT M. IN BOOK 17TH ST. ' 1 I TIDAL DATUM) OF SHORT PLATS AT PAGE AT 1HE REQUEST OF LEONARD, BOUDINOT AND SKOUJE INC. UNDER AUDITOR'S FILE \FOUNP N 89'5948 W - FOUND MONUMENT NUMBER IN CASE 50' CITY R/O/W SEC. 19, T35N, R2E, W,M, MONUMENT I IN CASE I I *---10'*---10' _ _ 10' 20' ' - 10' 12' 12' 16' • SKAGII COUNTY AUDIIOR BY ULPUIY 1 PROMENADE PARKING SAFETY ZONE WEST BOUND EAST BOUND DIOFILTRATION SHEET 1 OF 2 2" CLASS B 3" CLASS B SHORT PLAT NUMBER: DATA ASPHALT ASPHALT (iPQ �'l - EXHIBIT 2 vT o �,Q', ' CRUSHE _ PORT OF ANACORTES T;t //�'' ROCK ROGRUSHED 12" GRAVEL � ' LOT LINE ADJUSTMENT AND SHORT FL„ I BALLAST PORTIONS OF PLATE 10, "ANACORTES TIDE AND SHORELANDS," AND OF GOVERNMENT SECTION A-A TYPICAL LOTS 1 AND 2, SECTION 19, TWP. 35 N., RGE. 2 E., W.M., CITY OF ANACORTES 14th PLACE OWN BY: JIB DATE: JULY, 1998 LEONARD, BOUDINOT and SKODJE, INC. SCALE: 1" = 100' I CIVIL ENGINEERS AND LAND SURVEYORS nEl D BOOK: 603 SOUTH FIRST ST., MOUNT VERNON, . 98273 (360)336-5751 JOB NO: 98071 I1 --- - - — A . WII 11 1 ,- c , o \ , I I , \ i \ \ \ I \� O m U, look, - a_ \ I \ \ MITHUN U` // �A 1 i.iiuI�w vu 1 9' EN CURO P ��\` , \ \ '� ,,,,„,,.:::. LJ F '7'1 ch 1 i I 1 _ I its / IAIiS" - \ \ \\ 3Q . , _, , O 0/ 'b I I 9 lYP Q I t \ \\ \ ��\ \ \ S ea c w A N \ \ \ \\\N, ,Ne, \ \\\ \ = •. LL-1 \\....S").4 lii. \ \ , \ . , \ ,..... ,> rTh , 1 , Iii T. t, ...$ Q.: ... ___......... ..., k _61 ,\ ‘\ \ \ i\ o-,\ \ . \\ , ‘,. \ < 1 , , 1 1 R,: . \ 1 _J r! i 1 ® En EEn it E n C) K �,7 1 , z yi. fin„ r \ \ \ \\ \ \ \ r � N WOOD & CHAIN J I `.� ` �— i 4 0 UNK FENCE, VERIFY 1 —r Z \ W 20' S9'-f 1,`1 C N O • 1.1 102'-4" C._ \\ �N \� N, \ \ co 15� 23' 10' 24 STALLS 0 9' = 216' 42'-1' ` 1 \\ \\ \� \��\/\\ �\ CONC WHEELSTOP, TIP, 1 \ \, `� m N \ CD 1 , III 1::_kl ® Cal ® Cli—' N \\ \II: \,,, , ..„ ACCESS PKC SIGN ;" n Z 4 ST • 9' 21 f' 9' 1fetal ' \ -� - . O M �� ttP FOR (4) ./ b 2 \ \ \ \ , U O co igcd T 69'-11 1/2" 40._4. > 4 -1 -/� `Y\p9•"6 < (i ) 1ii ,6 23STALLS09 = 20T 56-5" ^t ' i it \ \J k9• Q T N ' ' g9' / RB' r CI) 15.R NCI PROJECT BEI' HMaRK �—� R15' LLJ O_ LJJ I n� to. II \ \ i 3F-�i545 H'SEL MAR . t - 1 M r CONCRLIL WALKWAY 4 \ �R CONCRETE ESPLANADE "" OfJ TJW OR GF ULD" L TYP LS i 'i.,., ,'� I t t 0 1 O i, /; S L r 1 NC,' TE Uz o � G ,IIN ®� Z C, �--TROWELED BAND, TIP �1 \ ''\;'/' - b •`� WOOD HEADER Q 2 - -WAVY BROOM FINISH, ttP \ "/ // E ZEU. }6•-} L51 R95' r r '�� Q ' A \ O 6 ,ryN4, EXPANSION JOINT, ttP \ �'; f� 5 / ♦♦^^ �' Z K 9 AVJ UaC s. -. 6T18.1• ' � +4 C1 3 BIKE RACK 4 - art% BY OWNER /!// �/ I C' � 1. 5' $78'0'80'f 23,.23' 'a a T' \ , \7* %/ ` 0 ✓ ,/ /7.277 1 tit ' br _ • air &HUSS kiiT- �,' jlliallniall" ai i I,Ii��� O � ...in-EO E4 "' rim' a �� I/ %./ 0 R1 os• // r'10 . L I l /Rpe. .ter Filis�wi.� : r- u; 26A3 WOOD HEADER ® 1 - 1 / MONUMENT ADDRESS .� _ai ,ii��, rat ® 1 SIGN 1 \ �. OEPRES}yqlik ^ RWS ,, � � �"� ill* //,,f (ii 9I30' TURNING .CURB• 17'-2' _ , /I• sr. RADIUS, TIP iz ,irL , w Qti0 laiLWA ',1y"5 2'-6" - _ Q PR ORPN ,t'f�� h . .,i .-- R20 © �*1A"1' , R20 ��'LS � � 1 1 :000.0) � L �Ferr b_ _ , \ ,.„ , ,. , , , "J 2 0 \ �� ALIGN SLAB D \ �� '1,•"' I 1 . ^ 7A/00 FIRE ACCESS 1 / ' Q10� �� © ''El 6:" 0 6• END OF WINI W ! WALKOFF MAT\ ,� •. ® 6� s1''/ , / /'�\ flA8/00 HEALTH CLUB F./ 11 A� • 2 4 Wiai��� PILE SU;PORTED R/ 1, r J , /� •�"A., 1I O ' ' '\ ` �) `. ,6+� ..e STRECTU • SLAB 1 °9• ,,,i T 1. r r I /3\ 12/6/00 DIMENSIONS f 7>n' t �� 7^g _ - - RS' © r �..._ 1 \ „ 1 /9/ / / r / 2 • .a �1�. J ��"•1 j r: l l I O ENCLOSUREECYCUNG "-1.' 5J ., /� to- Y NIL 4B•_T ,•� ;4 kr f �l// l/ / l . ii.-..,,,._-� ill • o ENO CURB 16'-6. u ('0 .. ' © 4•tk— t Si • • R795' 1/�//� / /.�.R. .. ttP. — O LJ •-1 I F3�; © • .AC WOOD N :,ER ® 1/ .5 / / / ... 7 TREE PEWTER. 1YP -o R5' _ II ,r rn /�. �r 9� \ //� grippir ® /p, /. } ( ..®. L5.2 CENTER ON STALL ./J; H 0 V t0 i. 0 4.. / • Gp 0 ` v. \. �^`\ G' I _ ® / rn 2 \ ® o % m ��\ / 1 j f 5 /' / / / ,/OR/AS 5 `a cm , (•SJ \ �. O1. WPE .�• ® . Rj R3D' 7' 44'/i6-C 20' 34'— +.>3• \ ,� r < , ' / i / 1 / zQ / /.�// r �� .. / Q I11 PEELSTOP, �I O \, PS' - +*0 r, \ L / ,/" ' / 1' / i / / // / /1Yt ' ..w,km..- � �' �I J0' TURNING / / (pb ■ _. v' s yp o\\R20 'ADIOS, TT R15'/ 1 \ E�• / '/ 1/ / % i l mb j �/" / "'CONCRETE ESPLANADE 24'10 i' 13' 19' 13' 17' - 0 J / \ R15' O SSr21'1TW _ _ sar2rlrE __� / 77,7? / i' 5 to — 15 STALLS 0 9' = 135' - 18' _ 9 STA11S 0 9' = 99' _ N \ - - (S_A - ` ,. . ,, ' ,(1C (� `J`� LAYOUT PLAN ®I I®I /� lJ J �J > I I _ � — ate - -J -. / .� — m r , r > .j/'--- �� _� o �� CD •- �, � co/ �A�� 98806000 i r G / ?�,� / N MAY 18. 1089 i P— DIA. IPONJ PIPE GRABPGE(RECYCUNG _P- /* ` /'' it �/ 3i / w 0 10 20 40 80 FUNC TICK UtlY,NoW1`1 ENCLOSURE 165 3' / / a II l . 1 263'-$ I // / L` yy. SCALE 1" = 20' - 0" CONSTRUCTION SET A J • 21.60 •• �I m „sm-a "I .i t`..» 'a M �`. •" '\- 1 .t r 1Y 1II \ 1 I , M I T HUN _ 1- 1 ' I N W 'i7c 7.50'aC 18.53 1111111611 w� I15.•`- - _ \ \ \ \ \ '\ \ \ \ 1 /;� . G III \ \\ \ \ \ `\ \ .N. \ \ \ a , z \ • W At i�uv ©e c� • Sit L Z Q f I RISE z • \ \\ y \\ \ \r 1 ` - .. ^ I �r S 1 \ �� 1 i-.I I A , AEI '♦ �18 y- iI V Z CD TBOISPC 15 • \ TTOiliY610� _ — \ W51 . 2 i N. 6 00 C 70ImLI 1 F 1 i 'I. ' ir' --,—. - , . .. 1 t \ io / 18 / 61\ BREAI( CURB ( ` _ J U) 17� � 1 1 / 1Q\ QAB.W S.. , a l Sf ' BIOSW 0 18,0 ` __ �\ _ ' q$W •ROJECT BENCHMARK — uJ r17• E R _ \ \ .. r a- in , i-, \ 36 545 CHISEL MARK r \\ J iotc • i i ON fJ 1 OR. OF OLDER r 1-- r � � 1I 1csIli SQUARE c CRETE SLAB = O I 1 ELEV. 6.. Q 4elbllIllh:%%%%Sni,4is......r. __ _ ' , V - r_(0-1-0) ' \ '1\--,— /1 in -is ..,!'st , M \ /1:7,7 , ,/1 i'"---- ______ v.--Th) al , 44.44:11alli,,,,1%,,iip rias: '1 11111"*Alj\ • 15 Q / _ I 1. • A8.15 II ,,\ i • — 11 DEPRESS r •� _ a � !' i END BX)SWALE R! / v z CO s 19 11 i1 2 7 •• /' ti I. tri100110. lis �I Cog, A ��: 1 r ,9�� � i16f15 ` BC ` O i9.8o -, � � 75 t qg I "f. /1V 7/1/99 FIRE ACCESS SC 16�` ( .�' iuwi 1 17,25 1?.7 ' , 11/18/99 HEALTH CLUB f ' 1 Z �I -- •N a 17.E 8 Ci ���1600BC l / pC uI " " 18. SC II� 50111 / • a //4Iiv!/ /' /' ,/it/ % / fitiA; ,/ ., / DR J ® -,,.255c 1'810 iA A ,,,,/ xiAt I\� 11.10 /114 BC a° 1 , / i/ // / // / " "1675 �. �� ♦♦e 1 , Ili 1 ",'r/�%/ / / // , '/ / pia r , r - / 1 /l hg50& FF = 19.50 'I' / /, j / / i I•S004IWO fl i vl III / ✓// / /r ___ __ _ ___14E'11_. _ 1b25 _ 11! .%i-/i d_____ _'..___ _ T= _ _; _\__ _ ..S_ —_ ' _- a= -- v /r %SY / / GRADING PLAN f — tic— — — — �� 6 _ f ® y. 4/ 1 0.06000 ________ CML FOR GRADING iH5 AREA 4 _ __ _- y_ _ __ ___ _____ -��y'' �. a IF/ 1 r," \._ DI, !R'`''N �II''E__- _ __ _-. '1= _ — ___-__- -= 1 i-Jr i, \ 0 10 20 40 80/ wnt __ r1 IN 17 1 ON In l'NVO;^y'N ..r dra p ' ) _ t21 A -+rl_ SCALE: 1' = 20' - 0' rA a CONSTRUCTION SET K AVENUE _n0 -_ __ 0000000000000000000000000000000000000000000000 _ --- - ' 000000°°n°°°000000000°00°0°00000°n°°9° __ OOOGa raw t)U43[i..___Cr1 t]CJ°'Jtrp_fnnrya.�r3tivbGdV< - 3]J`_"_0 t_ �_�.� -_- _ - _ _ b9° 9000t"0'00000000° O'0000000000000 -- -- ��/ o00000000Qoo0o0000000000 0000 00000 00000 0 0 0 00 0^O'O0000 1MP,10114�. -00 V'1 :. .. :: •;,, "�.i - 0 r,Olaf ` 00 ° < < < < < I I 1 .• �ii, .. / ,• �C1)��) O !1 1(09r9844a044, an)o"49 \• �� �aa:,�pa1 ui�� / rftrtn00 O ovvv — I na�i ~~•�1� `II! Y� I t) fii' I.� ,• • ru c��;itii .J 7, p ®,�� •. EO ati't�� �Y111 �l, 9,...0o .C+,i n c-_ .-.•.•. -,\ \\._.- , .� �� ?3�14�) l 111)I !/ 0ij [ - di .. jii 3 ills;1� te aOp 1it �I r ItaL" qv 0--_- Ira.a. 3C fi I'iI �I I 1 -_- ® I r t & Ji 0 0 lip'• ('Da 14 r� I !� Gutr 11 ��• - a-_- • vie '�D(,�v I 'lll�! UCi°j I� `` 133hi38 1l, 11+111 a / -1- 4 ___� r — .\ 19 [a asp ����' I,rll°r� r�;e' ® _ — p� I )ooj II •1 o o < < < < < c k' I IfV ' 1� 'll 4• 0j- I _ 0 tr 11 Illli -- :1t. \ a I — -�I \I IN o o1cc.,,,, 0000 • 11 tlJnffj, ,„. • / i co !Irl11 i�i ' /w \ PO • 4- I 11 I'I tr/ -- ' 00 �o I -It - 11111 I Ss - -- G t) • �rr, sQ] _e I I —1 • 111� , , • o 0oeoc,OoeG,,t-t 09^Q C1i7 °°°� I'1 I (/�„1.. -- --- //y/ einvoaooboab�boa�°.Gaq ^oa 0�+ s '°°Q 1 • t °• � �I�, �� �tr�`,Q ^v i^D• O'g©i°° aft I I `0seaj c a )60000 ry aG 0 \ j. I I -v { {� t t.n Jr avo0^� 71►r� J 11 I 7ail I Qo I 1- � - � \ 0 K Eq .y,, = O srsens � a� -- cp 171- 000Qp0 '. - \ \ _ _ 404 el in \ 0000000. \ •.'•.•i •iii•••••iai••:.• \ A* ©0) ) 0 o °rnO >;,�+OOQ' A ��� n.. y_ ,�,,����es••e••• ra�3.a••• •. j�'F•,y�gC�j Z I _ GQiC iCJ‘../.y9'v' r _ u tt j •. % •�. a.0 n n C 11:1)Ille k -- n ,ZOOi _-\ \. e•�i"} \ lt6 -.0 ott] 0•0 , tJ©-J'Jn7©©© s ill . C rv/,\'\ - •..' \ Thy C _ ` 00t vi 000 '/ / - - a I ,: N-'\ \ \ lit.. *' 1 - u� Q +:. 00.0 ` �� ��G coos / / ilik4 * • , �'y i P. ). , \ ••` l i 'ati ° ']OG c 0 JP`')rua6 �like. Oo / •'1.0 ii•onci .li i Y` \�I 11 1 g ii\\ •• Cs i c '.0 0� On�Q0c7 i'� �/t�r�a i I `<� o sa. sir ii• i es: •. iVd4 !�f•4• \ �/� �i \ ?ti •ai• as too 'Tin), `' I \ .•Cn+ �i ►- 1. Di'. "\ \ ♦ �.�I•oo \ t I\' ♦.C` at 1 �•.�r•. \ •rs +.+• • `, \ \ .9 bIIC</ vt, d •w duo `� ' 0 as ir... •�• f. `. •` +•` 1 \ (�/ #` • U���l�A��i ano� \ O op \ <`s`u� '• ` ee• •• ,•.a•••.•.•• �. .1 r uxS I V x nYo O •6 u`ev; •� a:•IY's'i• .r.... •iiii•... •+� •x '� a .\ (JOB Ark 0 \ \ `\ ao H\ ay"' yri<i i• s� - _ �_-P �as c.,,i r� u„ ., , \ 1 ti I•! -\_- i70�(Y o1'A.•. . \ \ Pt•�\on X ita ... O .�• , • n 0 ,i II --0000 o � \ . r ooi o°000000000,• i \ vt� '° QQoo o°00000°.00\ ♦� rv ~ o� G ooaQcyoo_000_000s;.o.©.o s Ma �• t' iy ��� i � \ \ \Ir.: \\ \ \ \ \ • z \ - r� . \ \\ Ni. fl ii,°* Ehi!%i _: ,±11 1,1• C I \ � !_�r - 4\ . \ \ \ �� . - \ !}. \ - .. ° jtJ000°COO _ - VI A<'I .. IP \ \ *•\\ . \ c0t1o0 , °0c°aa-0-.°0-. _ - -- -. \ \ ! ;;o \ j \ \\ \ `•`.•.\ \ \ \ ODr.,:°off . - -I 000°°0?° --- - -- -—— Q ` o / ' ����\ -•� .\ o �g..may, i 00©00p©%". � I- -- I 1,-I 11' f 1 l\ o\` tilted) '\ , \ \ •• � `h / F I \ T�� __Ii \ \\ \\ (\4 / \ �\. \ \\ • • •• ••••. r� \ \ \ \ •o•• s �w/ \ > 1 - _ pI \' \ ar V \ \ \ \ ;" p pOA+ yo'oo \•% \ x ">. m i O w o PARK BUILDING it \ x0�✓Do° ' x > '.00 \\ \' �. �. \ \ �. . D Z c- - F- / I Tc ^ , 1 \\ 1 t o-0•4o t^y0 < G w. \\ \ \ i.d , ,` r nOU' W .` ___ �I I - \ ?, m \ ,i J ,000c vQ \ \\ N\. \\, I r ' < L �7 O IT1 I l I ialc) _ I \ \ C" W � � . r . \\\\ \\ cal ' 11I1: I ' (� „ ) - / , _- \ \, \ \ \\ _, \ \ �00000 \ \ \ HOC I !i \ \\\ \ \ i �, \ O O O \ six \ i / / I \ \\\\;* \Nib.\ )'iOOp)O° I�\ \ \ pOOe° t 1 11\ \ \ \ �' - _ _ , ,.i 8 iggli, ,_ t x --,,` PT — — — ---" k / 9 46•10I I aIyi� ) ¢• IAI A f10:_ 1 ; ° S UN HEALTHCARE S YSTEMS I NC./: if/: , z, ,,, ,,,,,,,,ii , ,/ _�y 1 ill CAMPUS: PHASE ONE m E; ANACORTES, WASHINGTON •�: N _ _ - 1di ! I \ INif\ to ,I Z �\` I r\\ \ \ \ I \ �\ MITHUIQ Q j Q \ 1 ..•,. .•••I mI 1 . . ir'r . • . „\ �-V, H___-- 1) %. - \\ \ \ < orn u. ran. illisisimi ,,,���111��� \ r ilrrq III nos f� ��\ , \ - �� � ' `�, A \ A �V v \ III j \ SEE EMI2E REGRAD D AR TOE,SEAFARERS WAY �-� - I \ G I I N \ \ AND R AVENUE S E CML FOR E%T'NT OF EARTHWRK -i-- , I I 1 I ��s \ \ , \ \ � \ \ \ \\ \ V LiJ \ \ '/ CD l \` N \ \ \ \ \ \ \\ \ \\L\---' � \J �n �, \`\ \ i \\\ e \ � \ \ COI® (� ® �I / " \ \ \ , j l • \ I \ \ c 4G r / _ � r \\\ \ �� I� oQ v \v� e. 1`.i� - / TREE PLANTER, IYP. © n A r00©� %/� r •V / V A Z I— LIU CO �� � � %/ ��� ems �1• A l©-� //ur et I I\ \ DISTURBANCE/NEW RESTORE & RESEED TO GRADINGMfiS 0�� ��v V vvv\ �- CO �wr11 J• 1111\ I . aICC ,\._....,\_",\._11.),:= \ ,411i \\ \ . . N \ L\ \ CO N / 151 . (=LIMOM mitmermi) = OrnOcp $ m :cp=1 I etoi, 00 r �V 1 r co { pep• /// I W �7C�o°O�QOjo� OhOi ./ i•�i C� up \ S \ro, fop+f °. '� o�J. `\ 3• � : `o ©1 Pei it I�cei�YIj •©. �\ .©o� v/i/ �\� 3F /54_/ _all r )17",--•-----,. C!� CC o,,,,, a. ell c<< w,r�3. //' :y;:' M i, o \ \\ \\ o°o°o\ ';jj N NN�GR. P\ELSL B Z d O ,\\\ . °o.m,_ e ^ ^e i�''A' a;/i ! °°4 �\\0�op ,. I SGUARE C df" I c V ` 0O4c. )asucr wirer dpcsaor 1 ms4R•4iucurci Vacs lcacc)b u.-crarita ticaf nciu G ti"')orucaNiI Jq (♦•� 'l,\ L CC n . -"--_ ...;: ,rpy. (gall /, \ \ O p0\ /, ELrLV. 16 B I ^ ka _• area. �iwww� ee♦ar�•a�r n iCC M ii•• r• `' // _� ` \\: \\\ °841, /% '.. REINFORCED TURF n / C/ J px '��. ( _ .r. y WSW�f� i / - ia• .ini \\\ \ .�\ °000 i '-� V tifillarir„ 0,,, }yam _ ' %�/ 44:. \ awe 0°° / \ OE SF•. \ / CS tee �..�-----\ \. © q`l l L' -m" �•(iyu�c� • i•�\ •� 60,ao \ea Mr 'x:rt' F,y•fir ■ ' / //�/` •.r (' `� #J' �u'�- ie�i:•i•� i �.....p..c °00 °O�a0aOG0 i, J( , - x \' / / 3•✓ oo OOobQ o0 0� °dam OOOI� t or.,�I'/, , c:. ` , ` / S ill .. CISCr ne000o a ttfv-tut,- / r7n // .Y f= / rr-o s�r� • Sal. /y ' el,o. S-aC f �)0°p0° / 0C j�0 P I'\' / fQ�3'��-. l / r/ 9 Lwaa tiwza= trrra . /ha, •�i,1• �!—flute.; \���,1°° 00 i "00,�♦ , f l +'i JO vc.. �I / �/' -Th r000rn :: ...... o �•:•.•.. �, a `.��f Sr-o�o°o° 1 'fi'f 1// ,��;:� \L ,, , "Ocoee&..\\ • ,:./N / I p,( •n no O'.mnn nnn4n n -nnenn,n nnc O,) nein - mm�nn • .i \` r ) ��;FO, j. // ®�) \ / -/ 0p0q \\ i J 1 JY QI��fi,i<fnnnnoOneiCoOn,nneinrs emrin8e.rinn°nnrneinnrano.p[ulnnAnn(+C:rfppp G4p �\ •:i'r _ O o►_w����lile0 �� •n t �,..ra� /. 00,\ p. / f�l/Ow - - - ' .. • r_��-- __.-• ' °r is !`titsfir• �'0 Sol 60 \ O /. . /re .•y.`.•fad .•.- 'Oe - .•f .•f 'NIL '0 0 •r. _ C:,,'• . �1 •O•�. j \ / 0 0 O. �s i 4 / I r�� YM� O" T.><>.�>• � �_rl\�W�W W W .r_\°©l° , /�',• �I• K((i( '•k �... *` ?cilia� i■� . \ E� •�� \ \� °O O ✓ � � lLa, • Bp�nn1 aL r .�� 30l© ©� 0 `.ra�oo �ilr . mil' nto''°t!••• f ,���-. '�: '!a(,. /ES O 000°-I + r /:ft/ IIi6/IS/99°"0 /tc •=_ hr '1 5 �pr'aS �., ,, ,3f •• tf.Y 11- . t . / �'•O. O`O / 1o�p �.- ' Ilar< /►�.. ar�oW p '`•i'\ �'��3�nCi' 1ar i '. w,.° "0C1 // % /V.!,� / oo°p� /; 12e/5D/99tisirss— py0 QvS%Qs•. �yi i,, O ,. , i 0 f- J .� •••. 0Ci t� Sv._c+ DP0c, � O ,�'� a 0► • .+ ir� s ® 00 / i3 12 9 99SITE PLAN " '" 1' - C° O'17�� �y'�,Ouw �..1- .. �►Oi re-• 0 r3I 11 // � C fe • �' ( 8 t �y �' • 0 r 1 r c•,�, f�rfre� © '0(00 O -y tint 9 \ / ._ • ••'•i���j1. E i / Opti I / / / 4 1/7/00 PLANTING O;O :i:(:..v I no ipti„_r J LFS 9 viwvitti\ 4••it,Ilse `/\ 00° ` I- ©�© • �pQ6HQ a •• 10 1 / oo°O°rR 1/ l� f� w 0-0 �' `� p,.ce �, a 1. [ �ii • � D 201N1D O i 000 / a i i,/,(/ OR 0 i!O r r. •• \,/1. a oV r•. J i% ►�jj .i. � .SUN /`, 0000' ' / )/ / p0-0 ^ool e♦e ice! `� ) I •c `\ o�•• ••7© Set o ., o eQ / 000 ,�j /77 �l l,sir �C^,O I�0I L ,�--. \ C*a llirjn Ot \•�� (Q o °o°tP, a0°O o. ,,0 p0/ /f f f / �f .e.rs, 1 ° , l "O / •nM`.j I II�� ) of \ k 40-dIn i n 1r•oIOO * I .cts - \ a �0or✓(rfn`c 4-:6 . ° \ 00r 0° // �f/•//I/li / / l r ?C�p �� C©, \ ++r.Z'snits, fl'O. •via a n0 %,• C ao\x; o p i /' / ,�. ©b , 4 4 1 � \ at rp ° i °p ' �"7 i'� r� • , r- 'Wyk° '" \\ .. �1ii 'e% / DR/AS I/ p.� on ,�,; oo °n p w�►, �o :W. off.. . ..' /, i GO 1 )� low a, \ \ i ICY �' G" o°�°� oA� . .: ° o ° oos�' °°_,� °\ !`"_}g;r f ///,/ % P,pp o }II O o ° ° cw ��( c elici "' •pq° o \ . ,6r (JJ 84 °'. ! ` ` ! I • .' '03�*4, irs �' ° °R' i' 1�'C : u n 1 V,,OC ` .,,' �/��/ {i / /' T•EE PLANTER TYP ��•� !I �O yJ {i 1\ I T p. ic 40 lit '"gro� � �� IC�y� It ! .1� mayy, `� °',� ' t'oe,SZ- / /;I , f // / / G-- / © �0. I `� pH I 41) \ (i% F,` `. °v+. / r�� // / / / Mt* Elri©° 0` OR•K� ���r p��., `a i o3J �/ //1 am. sns� °p° \� yr,' C>rr`36 �\ and3/4 37�yy/ /�X/ , / \, 0°0 IIIIII a..•ay _—coo .� in , �'{,``K JQO°Q�pics OJQd . °O�°'v'04. .' api Opt- %.',y//.y/� i / / V I4r\! 1. tin\T. .1T1f.•Ii �iMy JbOO .,°O p° or .pur. .O % r J,'. 0°C00°.' Ia. -- PHASE II �� _� PHASE II f 1 /Oncor"In,(!)6:d 00:0Piw°� / /,/✓//f// f / / l J /nitail �`t.00' %f .0 /—z ' , // PLANTING PLAN / S °c Do° I ✓,� / C° Ci�r \ -Allis % u° p � �000000 0 0000�o n000 00 °p©©OO* '/✓ / / 1°.fv r 7■ .r. fCz B. ac _ _ 8i c O�O n0 t>4 / ps[,/'� 1 G nOOp� -r �I:pk.. 0� ey�„� G r!,°.+. '+ c O 00°oOn°i' ., /„//./ { / C_ ttOti q ©© aTA. ( oar ir,. 'a OOAK.O�.tf.O�.nnN . /i 100 � � - ©0000 a�ra� po©n©° °off " 'r"' _ , s, / ar 00 © •T— _T o o _ 000 pop p�° © . t / i .,... i ° ,—�OQ -iV1)� R'frr.w• A1R�wNi�W��wI1,@ 4e►ww ���' 0000r i°r 0p\ `k. 'J i IN MAY te. t7G9 OL ivv. vv -- vvv� =c-- vvvc� %',p4�OC�iJ ° ° . O„ Op 11 /A SEED ENTIRE REGRAOE AREA TO S. ARERS WAY We c,0,,, c- S AND 'R' AVENUE - SE' CML FORE '✓NT OF EARTHWORK X <r►° X / _ _ _ 0 ID 20 40 �/ 80 ���� -P J„+ .._ DA. IRO PIPE P SEE SHEET L4.2 ;''7\ JPdKNuwr\ N FOR PLANT S(H "5ULE S CONSTRUCTION/ SCALE 1. SET M MI THUN _ 2T BVC LODGEPOLE STAKES :,�,�..TA�,,,, �\ '�. / (2)84C LODGEPOLE STAKES (BY HIGGINS CORP -206 8688817) r..o uc .c.. -"lb.. / (B HIGGIR EPO -206 TAKES .8817) ,..c.°.. °°°/°°°7�°°+... SECURE TREE TRUNK TO STAKES SCIENTIFIC/COMMON NAME SIZE/REMARKS °°°°° °° ° / SECURE TREE TRUNK TO STAKES WITH CHAINLOCK#2 BY LISTER WTH CHAINLOCK j2 BY USTER ,i .. / -/ OPEN BURLAP Al TRUNK OPEN BURLAP AT TRUNK A y FOLD BACK AND UNDER -ONE GALLON PLANT,TIP / / FOLD BACK AND UNDER 1, II / ROBINIA AMBIGUA 1.5'CALIPER, IO'-72' HT.,CONTANER OR BB, • I i I, / Y THICK MULCH PLANT A?SAME LEVEL AS CROWN •r PURPLE ROBE LOCUST SYMMETRICAL BRANCHING I i / �(, ROOTA,:CROWN LEVEL WITH r /' ! I{ FIN GRADE CREATE WATEP BASIN 'v- C„.,„) C. .. c,,.,"'+ QUERCUS ROBUR 'FASTIGIATA' 1.25"CALIPER, 8'-10' HT., CONTAINER OR • • A • AROUND TRUNK FINISH GRADE BB. SYMMETRICAL PRIMARY BRANCHING I / / CREATE WATER BASIN PIPIX A ,� "' k 3 O FASTIGATE ENGLISH OAKU •••• AROUND TRUNK-NON IRRIGATED 2"THICK MULCH AREAS ONLY dwell FINISH GRADE 6'-8' HT, BB, COLUMNAR FORMS. Z CALCCEDRUS DECURRENS / IIII I ' //A►A'�� ■.�,, FNISH GRADE ' ._ �pn BREAK AND SCARIFY SIDES AND INCENSE CEDAR )IL11I I - FINISH GRADE SURROUNDING AREA II�" BOTTOM OF PIT 1 I II PLANING PO ® CUPRESSUS SEMPERVIRENS 'GLAUCA 7 CONTAINER, 5'-6' Hi w PLANBNC PIT 1�i�i� BACKFILL THOROUGHLY BLUE PPLIAN CYPRESS Cn k!Ma r BACKFILL AS PER SPECIFICATIONS �i�ia6 WATER SETTLE ---�_ (N SPECIFIED TOPSOIL, �—IN SANDS PINUS COMORTA var CONTORTA BREAK/SCARIFY SIDES AND •-� H NPPVE SOT_ PREPARED PLANTING BED ; yp5'-6' HT„ BB BOTTOM OF PIT ANGLE SDES- (2'LAYER FERTILE MULCH 'MM' SHORE PINE VERTICAL NOT ACCEPTABLE COMPACTED SOIL INCORPORATED IMTH IN-STU W MOUND TO SUPPORT TREE SANDS TO 6'DEPTH) RHUS TYPHINA 6'-8' HT, BB, 3-5 STEMS, LATERAL. F"•• COMPACTED NATIVE SOIL STAGHORN SUMAC BRANCHING CO MOUND TO SUPPORT TREE v 0 ARBUTUS COM ACTH #5 CONTAINER TYP. DECIDUOUS TREE PLANTING DETAIL TYP. CONIFEROUS TREE PLANTING DETAIL �7l #1 MAHONIA, PITTOSPORUM & VIBURNUM Z 1 NO SCALE NO SCA E v NO SCALE PLANTING DETAIL O. CEANOTHUS 'JULIA PHELPS 45 CONTAINER CDWILD LILAC `l O CORTADERIA DWARF FY PAMPAS GRASS g5 CONTAINER M v C Z ® ELEAGNUS PUNGENS 'MARGINATA' #5 CONTAINER / O ir SILVER EDGED ELEAGNUS �/ Cn O N5,4'POT UN RN-- a ESCALLONIA x 'COMPACT/1' 5 CONTAINER � Cl)„ ,J OPEN BURLAP AROUND TRUUNK, FOLD BACK AND UNDER EC COMPACT ESCALLONIA CC SPECIFIED TOP OF ROO1MA55 AT _ a SPACING, a TRUNK-LEVEL WTH . FRAGARIA CHILOENSIS 4' POT 0 18' 0 C TRIANGULAR SPACING Q TY° SURROUNDING SOIL 9 PLANT AT SAME LEVEL AS WILD STRAWBERRYr/ � GROAN IN NURSERY OR LL' CI) C /ITS y/ o RIGHTLY HIGHER d. LL1 + 1 +1 illy io WATERING BASH, E>^',,,�' ( MAHONIA NERVOSA N7 CONTAINER r E . ,���iii/// C, ps CONT.&BB ONLY ' �„ 3 LONGLEAF MANonIA Cr) CC / / '• \�* w L' o HOLD MULCH BACK FROM �i STONE MULCH \ ,•�S 1 FOLIAGE MYRICA CALIFORNICA #5 CONTAINER 0 *ERE SHOWN ,! - N ;"{tr FINISH GRADE ® PACIFIC WAX MYRTLE + + • 4S SPECIFIED ON PLAN "er �� q Z U SPACING IIIII IIIIIn1101I IIIIII alt mi luul-1i1111 t II IIIIII IIIIII IIIII IIIII IIII IIIM IIIIIHII PINUS MUGO var. MUGO 15' HT. & SPRD., BB, UPRIGHT & OPEN Q PLAN EDGE OF PLANTING AREAIIIIII 1111711111 tltlll fl �' (IIII :IIIIII IIII �% MUGO PINE HABIT. DWARF, SHORT NEEDLE FORMS ♦�� U NOTE PLACE 2'COMPACTED DEPTH MULCH, llil_ A<V V IIIII IIII SCARIFY&BREAK SIDES OF PIT �/ CC NOT ACCEPTABLE TYP AT ALL PLANTING AREAS IN-SITU SAND =(�_ x - IN AREAS OF COMPACTED SOL AND SOILS - `=IIIIIL111111- %III—_ COMPACT NATIVE SOIL'JNDER PLANT PITTOSPORUM TDBIRA 'WHEELERS DWARF' #1 CONTAINER // TO AVOID SETTLING �'QX WHEELERS DWARF PITITOSPORUM PLANTING HOLE TO BE 3X PLANTING MIX --- LARGER THAN 0 OF ROOTBALL ��y:y.� POTENTILLA FRURICDSA 'AB®OTSWOOD' #1 CONTAINER BACkFlLL OR CONTAINER vJJ PBBOTTSWOOD BUSH CINQUEFOIL ( RHUS GIPBRA #2 CONTAINER, 3-5 STEMS J SMOOTH SUMAC 4 TYP. SHRJB/GROUNDCOVER LAYOUT TYP. CONT./B&B SHRUB PLANT'G DETAIL 00 ROSA RUGOSA #1 CONTAINER, 65% PINK/35% WHITE, NO SCALE NO SCALE 0 SEA TOMATO MIX RANDOMLY •v�•�wee ROSMARINUS D. 'HUNTINGTON BLUE' y1 CONTAINER ROSEMARY RO ary-yn VIBURNUM DAVIDII #2 CONTAINER VB DAVIDS VIBURNUM AMMOPHILA ARENARIA HEALTHY, VIGOROUS CULMS GROWN IN a ea BEACHGRASS COMMERCIAL NURSERY, 3 PER HOLE, 1 6/15/99 SCHDL HOLES AT 15' O.C. TRIANGULAR SPACING 2 8/30/99 SCHDL NO COTULA SQUALIDA 2' SQUARE PLUGS FROM FLATS 0 3 12/9/99 SCHDL/OILS. SYMBOL NEW ZEA AND BRASS BUTTONS 12" 0 C NO ROSA SP #1 CONTAINER, PROVIDED (10) 0 BASE OF 4 OP 5VH4Gl SYMBOL CLIMBING VARIETIES AS SELECTED FENCE ALONG F1RELANE ,' ,.1 STONE MULCH 4'-7" WASHED COBBLE DR CI) BIOSWALE SODDING SOD AS APPROVED Kr........ CDLAWN SEEDING APPLICATION RATE. 6 LBS/1000 SF "O`~ SEED MIX: 34% TIFFANY CHEWINGS FESCUE rms! 33% NORDIC HARD FESCUE 33% FENWAY RED FESCUE DR/AS an O EROSION CONTROL SEEDING APPLICATION RATE 20 LBS/ACRE SEED MIX: 12,5% FESTUCA OVINA 12.5% CHRYSANTHEMUM MAXIMUM y��� 375% ESCHOLZIA CAUFORNICA 375% LUPINUS PERENNIS NOTE AMEND ESCALLONIA, VIBURNUM, MAHONIA AND PITTOSPORUM BEDS W/ 2" DEPTH FERTILE MULCH. ALL OTHER SHRUBS PIT PLANTED. A.. ama. PLANTING SCHEDULE AND DETAILS 08060.00 MAY 18. 1000 ow 1,4.2 CONSTRUCTION SET fhb( T Air,. CA CB CC CD (�) CP G (? C C K Pt 1 1 I I I I i . A1 j js I I I LOUNGE PENN N © - AIR ® -- ----- - z I ®§( 'p °' )P CONTRO Ii WRY I I TUBBY SYMBOL DESCRIPTION ( M7 ) SUPPLY Duct I :�z-119 CE - ® cONe�aKBEt/ CI® 1—, U) .—Q , �ADST DUCT ( Im ) -2 ElsuPPLr OUTLET UP TO ------------------- 4 AR=(f) SUPPLY DOYLEY NO. ET ® ^ ® ® ® ® .i AC-S, m SUPPLY RISER (rI = ®� �' ® nLnNN NIET - 0 ® / UUPP HAIL uxrn - v 1� IN,ET�-e N:lllldl INLET NaN0. I RETURN RISER ® s __ 0 ® MAIM INLET ® BOX-1IC ® I I+ _� _— ----------- C4 NM= R ® llr 1 ` /'� L]NAUSf nu No. ® �� \ ` `i I --�C5 I m sex RISER BO&-117 ` ` ` ] I �.J 'aa DOX ND. PROJECT L I I L r--1 /G-1 UNT NQ rlZi ff-1 ENUOSTFNNO. SUN HEALTHCA I f SMEWALL REGISTER 1fl TNDO/DSTAT SYSTEMS, INC ®® -0e a® ROOM N it ANACORTES, WA SIDER & BYERS ® � ® MECH. ENGINEER ® ® REVISIONS r- It NO. DATE DESCJ ® / I i 0 e® i ! i / / / i i i i 1 1 1 ®� _0® i i i 11 i it / 1 1 sz0 1 ® i / i j i i i 1 1 i 1 I I® 17. CI STAIR / i i l / i • / / i l j l j i , NOTES Box-11s1r -- —4. �I� / I jBOX-3 ..., ` I I I 1 t ; ``�. ...., / ■ _� 1 ( TIP ) , �1. BOX—toe :. ® 1 ice+/:. ( 141 ) 1 `\ `�) BOX-116 l: ® f r—= c itts pC� 1 OPEN C. T •��® \ I , ® .'. BOX-112 BOX_108 Cam MCI /in, 4111/ ® MOH.• BOX-TOE • */ ..:4 eb __ r. eri B j Er-6 1 I. 1 P ® a7 /i ' i ® f7 ABox-105 11gm • \l 1 1 AC-1 - ® �m i OFF. ' ti ® / R. PEREZ • , :—toe HALL . DRAWN BY ® �g BOX-tot/- i " i /J p / cop . v II Orr. SIR CHECKED BY coNr. ooNr. 0: e wog 02/22 377 FIRST FLOOR PLANIA Walk, DATE /� `JOB�NUI' SHEET NUMBER 1 OF I - L /6A/ %24k,', , i r c, isi• , r T P j6 (S -_ \ L M or I- 71 �t., , ,0. ► _ Atelier PS ,�`I ' 0''`r ` 1 .j °- Landscape Architects , I • EM LCH HESE AR '. - jfii ± U E ; 0 a : $H 7Jli lb- J am. a.... ii t I I Ir!'`i ce ► �� its u: I , r p \ • 1 I • kI i x ^ r kX k k k k x x ,.x k r k k N kk N x kk x k xx x k k X k k k x xk x k k X xk k k k o\ / _'', 4..• 11i.;.Ty . Woke'u d thc_i CD C lu P°. ... .. Z oli* �O _ O j elk ak /�\ I O k � / / 0 wca co ri 11111 • //I , is 1 � , 4krxXxky k kyjr:V /r// /f / Ie: 1•_ - _ -_ ` _ -_ —__-_T ,r• •' / I I 1 . M N: f 4 ',. �QV/ %i�/0 .,© 0 �' 36 / JG LL Lo\ I h © �• ' i�:� " �� x �'i k,i' x{� t , kxk* 'n- :r k 'At - - / �t x xl r• � k k xk 1 , f'f1' A Ian • • • ,1/4 'w. / ` � , '. I ",O W®00 "/ '/�/ N \ W C / 03 CO \A \ I � VV Lu :Hy ( .. 4,^4 • .. ;, • ar • © / /1 /� / \ r •• • 'n !_ •``� r / • . c •• '/ , �Or • •" ` 4 M1:. fC • i . • © tier &ail Pie Se CAkitlin 1i f/ '= ao / ' Q j / ``_ , EXISTING PLANTING TYPE / s3 O 004 �/ 414* IS �� Ela�f�,-Ir, ° © Q� 1 `�iscropao ,• Aitirr , \ ,..,‘//./: as/ es (+3 . - Ai ors% 'ii --0.-4-6,4„, .. , „oat isaiteit4 0 ' . 1 . O. 0,,_ +a.��o..,..4wo iiin o�.lg:°::;FHAd ti • I • 00 r 1': Eo %�' :Qoa�-oo00 o�� s'c f /� +„ ''N / �" ': + : O c: k x o,. +o. o�;:oaoo�yoo�.y��' ix'" t�� liar/ tote) s� "1 I .'��+ v, A.; r ' a, x x r • k Q QI \ v O,' ti-9. ..� V r ��1 •1.• �� Q� ! 1• at0P x k k k x xrx k x ). k k k X . •y✓ 0 0 00,. N, k k x _ A Q ,�Q•L'\/ • . ''Y '�®� ter,,I�„�,y jf!:- / �I`. �,:,, .•A.. / ���� (16�t __� =Wr •.0 4• o , k(,,f k x k�' k x k ; / �/�ljvlj� .yw, nut / '7� Cj • ir�.Q Q}�' rjl-• v ,, / W , ., '— $ k .�� \`. x x x x x�t 1 x Q, / „tests :P.:\ ey♦ 1- xx \ ■ osA.'>r �:g000 A.o o ity• �� `. ,. xr ,r'x 1x', k r r• ,<. M• \ �fj •1i�r '>1,�I"OQg.QQ Alfa / ,�^,'� ��et t`p 41 I� .�IMP 4 ;x x - k ��k© Qk k.k .. .@ A63/ * i r y �WWW�� 3z ii �b�x,1 r ° �ill le t'~�+o.• •.00�c- ©� fir ' r� /'' �4!� • x - 1�1�ti/ t�iI�I� •g ' J itTotso. r ��� �e ,�� // /// 8 rigvgi �"�" i;��r� — \ tilt Tipp \ (3, �� ■ CONSULTANTS tob / Asp* ^ '41/14 A.4:::) a' co 8., Is' ,..0,-;00 i'r a 00,, _____ \\ 0 pi _i___.- _,, _ SYMBOL SCIENTIFlC/COMMON NAME SIZE/REMARKS / / u O " •�•�A > +s' "�•`',�0��� j \.\____ .,._--- •• •. I►� BIQSWALE\SOD - O 1w�. " W ' 44‘01.0-Sr:CP> 0t.OQUERFAS GATEROBURE FASH OAK1.25 CALIPER, 8-10 HT., CONTAINER OR / ► ' \ SOd AS APPROVED aMl'00 4•, OFASTIGATE ENGLISH OAK 86, SYMMETRICAL PRIMARY BRANCHING • / \• 1 1 0 u1 � '.►I•�.M EF ,O�' � +�1`� .�� . ., p,�; c i PINUS CONTORTA var. CONTORTA 7'-8' HI., UPRIGHT PYRAMIDAL — ,� "''�1�' �� ����!�!C j> J SHORE PINE FORMS. BUSHY DWARF FORMS NOT '. a ?'R�IF Qr � e 1 ... �� 1 �i �"p� ACCEPTABLE • t3. - r, . <�, 1 . • iv 41.0410177000114010.e�sJO i jJ / it i •r' \�liit O RHUS TYPHINA 6'-8' HT„ BB, 3-5 STEMS, LATERAL I �_11 �,ti•/ P19� STlu;HORN SUMAC BRANCHING. r Q CEANOTHUS 'JULIA PHELPS' 5 CONTAINER, FULL I i� " IrQI 0 '� %:t . ito ■J ' 0"` �\ n, �,- �� NO. DATE: DESCRIPTION: t. • � � •WAIL CO MISCANTHUS SINENSIS 'YAKU JIMA'/ 5 GAL. CONT., VIGOROUS T7 I — r, ,;;: "''. v0a � • G� 1 n MORNING LIGHT EULALIA GRASS "' `'•:'::'"' F�')11 ` �uk'',:posi �� /' \ O •' . .,' '-li 0��6 ,Egtvi , 1 t, oa Pa y M;r to` 4. cl� t AMMOPHILA ARENARIA HEALTHY, VIGOROUS CULMS GROWN IN - � ( 1111110 0, t `� l 1 \ J y '•' p0� p�0�a0 ' BEACHGRASS COMMERICIAL NURSERY; 3 PER HOLE 1• illii 1111 �` +W'a 1� (1 xy ' ••. �U� �a`�,Z��`DO • HOLES AT 15 O.C. TRIANGULAR SPACING J� • > +;. •�L'�, 'y° ��WO \ ' Oeta < • 4. � 4• ,. H \\/ I ....r `''•. '\'' . \ •�lite 4), - to \ 1 ,•h•..dr, • ^- �, ...e0� i`•'---® O a a0 PROJECT NUMBER: ,� STONE MULCH -7 WAS ED COBBLE I � `1I • •<•;,:i: \ • „� �piQ.-p0 zek IS 010 ",s'•"•,:• ;• .��p4i > e000 4. j . �f4",!O > DATE JUNE 30, 2003 r;, 1 • �' : o! ! ' �'• a lr O DKR -- ��— — �_ : �`�i�l , a �•-, ;,�,,,{*�� ) Ly � i�pv�, 'a p DESIGNED: NB ��` ` ,,: , ;,,;`.� ` • \ 0i ' \ 1 °� ' c0�i DRAWN: DKR f RH Et_ _ _ice- y'•: 1 .' i ! �rbLti7 s. Q liassialt....:...� \ 0 CHECKED: DKR I I O, `' k L. r410. 14 '••• ems, o�� �A•00 APPROVED: DKR l\li \ '-- J x x /OI ;r ,,;♦ A . ' ° 1,40i, ■ SHEET TITLE _ • o® �;, 4).4). :tari lit° . PLANTING PLAN I N, ,, � I�•a o5i%i�ii/.'•i7i ?IM.. i!'• / .© �.© !��''''� N AShQ J • i II j �d ®0;' • ilD`�000 it, / 000 I - • — — �oo �� ■ SHEET NUMBER F ---t — oomo�;h - —I — I Wg �Q; a O.O.O�.O Qoaoa000/�o.//��o'0000 '.00 - e��o. ■,D�j 5 8T2"1>_E .// ,■.��y•� O,000QQY�/QOQ ' Q 'i ' \ • y k I I k�� k: I �Y�rl!F' 63913 __ �C`.I,VYSS•74T� iii;!,.. 00"�� Ot�, A7�1(y�.4'o. O ©s�j©` / / L4• .. 0 0' I 4rI F i7 � / acisti ...a....,.......-:- • ' a '' nfifinralmin"-- rop 7400---7----,7-_•-r,- r :_s_i.....te.„.....t.re_______.a....„4„, ..._;_,........., .7_,.......ta-____t, kcpactroc„,„4. . -::, . _.;-,,,__ „ ■ SCALE: 0 / ®k 010 gy 6 _J A . ! � i , J 79 P - -p- -U \ OT ON U \ KINL v i'. i i i i 1 1 i i 1 1 1 I I I _L �. - — o° U [ ] TYPog C Nos © FOR : ' Z ,,� EXISTING KAYAK STORAGE '' CY � AREA - RELOCATE, FIELD J Nei,- �.� VERIFY L P ek CID 0 10 ,:„„ ,,,,,,,‘,„,,,,,\‘„„ % . _ ,, ° 73 o o Q Atelierps 1 . ..., Nt O � `♦ ____________________ ______________________________________ i Landscape Architects ________ _ _ _____ / 120 Belmont Ave. E. Seattle, WA 98102 C� %�� _-Eli Ili- _________1": __1-7._-__1::_ _ _:::::�____=_ _ __ _ _ _ __ / Tele: 206.322.0672 Fax: 206.322.1401 ,:: n INN EE] Cl INN ICI A ♦♦♦ ♦♦ � ___ _ _ ____ _ _ __- __ _____ _ _ ___ i _ O :-:: ::. I ' ..: P . . ‘,,,:,\‘ ‘.\‘‘ \i ,, : , , ,, ,‘ ‘ ,,,,,,ti„ r� ( O • Oco ♦ o oil • ,Ili ♦ ♦ ___ _ ______________ 4 O % ____________________ _-= PROJECT Q a 36 -A/54 = - 1 SQ A ; E HLLJ o CU o ii____ _ _ _ • __ . ._ . ___________ . :::: „. . . : : . IC _ _ ____ ___ _ _____ __ __ _ :"lir i ,Atidlcs ______ _ „,„..... .. ....,: •: H . :.. ....H.H.. .. ..:. . ___ __ ________ _ __ _ _ ______ _ ___ ___ ____ ______ __ ________ sit -----------...............---"---....„........ ... .._ K 0 ____________ __ i i �I1 I . . . hilt __ __ __-______---_- -_-__-_-_-__- --- FF mC aINIIIIII • • .: ® I� ________====_=_ = _ ♦ YY DEMOLITION LEGEND \$ iiii,,c1,4, I ill 111111411111111'2111) �'� ■ CONSULTANTSO SAWCUT & REMOVE EXISTING CONCRETE CURB TO EXTENTS INDICATED ' ���� © ` sir O��Oyam_ �;��� xSEE LAYOUT PLANO ��A. % 41\ ,:,;\; � © SAWCUT & REMOVE ASPHALT PAVING TO EXTENTS INDICATED O 5J \���Q'SEE LAYOUT PLAN 7�A © REMOVE CONCRETE PAVING TO EXTENTS INDICATED • SEE LAYOUT PLAN �, O iigallill II ��REMOVE PLANTING AREA TO EXTENT INDICATED FOR NEW CONSTRUCTION- •SEE LAYOUT AND PLANTING PLANS U O --� 1 �. MODIFY EXISTING SWALE THIS AREA ii__ill OAke (3). " ��•SALVAGE0 0 i 1\ O ■ RESIONSAliilli ACCESSIBLE STALL SIGN AND POST - REMOVE AND SALVAGEr U U IIli �y `•' ,. NO.: DATE: DESCRIPTION: III il il I II I I I I I 110. Al \ 1 1 4110 BICYCLE RACKS - REMOVE AND SALVAGE ;I/1///, U 1\1 . __ v. O EXISTING PLANTINGS TO REMAIN - SAVE AND PROTECT I C.) ,r. • �/iiii 1. �•� cc,/\\.....- -- I ________ REMOVE TURF TO EXTENTS REQUIRED FOR NEW CONSTRUCTION 1 O �_ ' 0 ii N PROJECT NUMBER: 9814 SEE LAYOUT PLAN . \ \ DATE: JUNE 16, 2003 m _� O �,. ADJUST GRADES FOR NEW CONSTRUCTION - SEE GRADING PLAN O . / DESIGNED: DKR U \ ,. �� •�� . �-5- :\ J DRAWN: DKR/RH ® REMOVE LIGHT STANDARD AND CONCRETE BASE - CUT & CAP .' U O �� �7n. 1 CHECKED: DKR POWER SUPPLY / : \0 - 1 APPROVED: DKR U U \ i. 11 ® REMOVE PEDESTAL LIGHT AND BASE - SALVAGE FOR RE-USE � `1 ■ SHEET TITLE CUT & CAP POWER SUPPLY a 1 EXISTING PARKING LIGHT - SAVE & PROTECT 11 DEMOLITION 1111111 _ � 3 , PLAN I I O O 1111 — — —. — .I_ — — �� s ■ SHEET NUMBER 0 10 20 - 40 - - - Ll ____ _ _ _ _ _, ___..______________p________________ -- , ,, SCAE: 1 = 20' - 0" / ', l 6 " + \- CIA . I � 0\ PIPE _P_ / ,/ /�&/ ///// ///�//�� E U \ C T 0 \ U f\ \ 0 W\ _ _____ _ --- `;� III I REL • dl OCATE EXIST ING FEN CED L_i KAYAK STO RAGE TO T HIS A II R• EA FIEL D VERI FY LOCAT ION EXISTING 'I EDGE OF ASPHALT L d 111 / 20 1 5 0 ,, 20'I III I 9 I 24 " I c. / / EXTG. SPACES 9 -0 1 .. ..,..1 .. .. .. ... ,. . . . ..., .. . ... .. ... ... ... ... .„ ... .., . . .. . .. ......... .. .. ...„. .„ , rps t I �A e 1 HI 1 III ,,, , II,.,1 ill ! I a __ " . ,In / ..............................„...................„..............., .................,...........................,....................................... ....... • Architects Landscape e Arch ec La ds 0 I p • I V Y'4j';' . O.'•'•' 120 Belmont Ave. E. Seattle WA 98102 , s• 0 -- Tele: 206.322.0672 Fax 206.322.1401 cn w...:::...... .............. .. ........ .. ...... ........ . .... ... .. ... ........ ................. .. . . .. . ... .. ..1:::::;:::::::.::.; H I J' >C V I W Y_ I I r{ \ -J' u 1 8 ;•q' " .'.9 b'1 to 24 EXT G. ...;';':'; ,',:wrac.• , ,:,'„ 2 ACES SPACES ® 9 -0 „ Il w ' . ... -,, co a 'II QiijiLl.i ':. •'.•,':., '•® . .. . 1.1.1.1.1,. .....is .... 23 EXTG. SPACES „ 1 , ID 111! , ...... . .. .. , , lz HI 0 c 9 en I > I ca T co Cn I Q Z EX G I I � CO TRANSFORMER :;A}:I•• � • • O T • W '� VAULT & U C EXISTIN _ Jl Z , • G BI 0 © SWALE SEEj'GR, HIA DING P ++ . . !� . - 1 \/.!. ,. -I� � CD \ N W_IDS, SIGN ♦^ 0- 0 LAN '�I�' �,:; � _ _ _ , III . .•.. . !.. . -.. ... ....... ....... .. ,.... .. : !!! ...v..% ,, , v i', / .•2 CI) / 7 W U CO! . ..........A9..,....... ... :„.„.............„....y........„.„.....,....... - Q II il, ..... ,. ..............:: .::::::::::: ::::::: .. .. :.:.:....:...... 1, ,_____ mum . ....... .„... .. .. ..... .. ..... .., ,1, � ____ ....... .... ....... ....„. .. .. ... .. ... .„...... ... 11 ______ , ,I1, ____ ,, . ___ _____ , , . XI .' A' S _______ r N E .. . ... ..... .. .. .. „.....? N / IL, . •. __ • :1; _________ T _____ ___-------- RY p -,,,,,,, , V .... .. ....... .... ... ..... .. .. .. .. ....... ... .. .. ......... .. ... .... .. .w. .. .... .. .. .. . .:„.::::::.T.........:...::.:)..:::..:..:::::::::..,......:::::::::::::..::......:..::::::::....:,.....:)...... yik 1 EXISTING _ E ..............................,....... ................................................................. • , , , r egi \ cr H M \ S S.CO I al O SIGN :'P!,, ,,, ,, ,, ,,, ; . EXTG IIIIII •'• fir ,' °�' o, ' FIRE dirt' ;' :' . ., : ACCESS Q9 xf bAir 6. �•0 111 EXISTING BIOSWALE - SEE GRADING PLANiiiP j 32 ■ CONSULTANTS ill , 0 . \ N LEGE D � \\\\ Illra ►t EXISTING CURBED PLANTER / ;A , . l l NEW CURBED PLANTER - MATCH EXISTING / - ','' ' 1 1 - --II . Iliii EXISTING PARKING LIGHT / ,'.Y ;.;;' ::': oir , Illy C o e o NEW PARKING LIGHT - MATCH EXISTING ' 1 ;. .,;..;; ..........:„.„..:.......„. \ ,I O EXISTING PEDESTAL LIGHT I ... ...... ..., ' .) (�'�' • .____ _ RELOCATED PEDESTAL LIGHT li 1 _____ ...... - ..- r_ 0 .. O NEW PEDESTAL LIGHT- MATCH EXISTING .. �. � '_ 1� ■ REVISIONS ii s • `V Ot EXISTING CURB DEPRESSION TO REMAIN — ii. ' DEPRESSION, SIM. TO EXISTING - SEE GRADING PLAN r ;' '� ' `itigat, wI\3c3 . • NO.: DATE: DESCRIPTION: 2O NEW CURB inii 1' II II EXISTING CAST-IN-PLACE CURB --CI-- a • �� NEW CAST-IN-PLACE CURB - MATCH EXISTING _ �' •• •• 1 ;�13, �. t 11:0060. NEW ASPHALT PAVING - MATCH EXISTING Ili"' ` ' '' I ' + 4 • ''•+ NEW CAST-IN-PLACE CONCRETE PAVING cn �, . \ II \11\.\::\ • .„......„.„ (-- ��IIIIIIi \ PROJECT NUMBER: 9814 N N 16, 2003 ik\ DATE: JUNE. MATCH EXISTING ACCESSIBLE RAMP CAST-IN-PLACE CONCRETE) Ili '\ , �' • DESIGNED: DKR rt>TRn RELOCATED BICYCLE RACK �'; �-�- / 1 J DRAWN: D. DKRDKR —7A• I 1 CHECKE INDICATES FLUSH GRADE TRANSITION "r.' g' ��;, ' 1 APPROVED: DKR +� - 1 ACCESSIBLE STALL SIGN I �. 1 ■ SHEET TITLE — AS REQ'D, FIELD VERIFY „ •• .., PROPOSED ROCKERYQ 1/11111111 PCCalatLAYOUT PLAN c INDICATES COMPACT PARK ING STALL ALIGN 1, IS , Ira• . ,,--1 180 / / 2 SPACES / la -..- : Ill , 23' 25' ® 9'-0" — / \ 7 EXTG SPACES c� g'� _ — ■ SHEET NUMBER [ _t_ _ s MIA ..... fp__I___.‘ .. , ,,, L2 t -- .1, ___ n ,A6_,,_ u _______ __44/„.„. _ _ _ EXISTING. ____. _ _ - --- — -- �� lig/ , . _ __-___ DUI�PST'ER - -- -- -- - — I — — 80 — 40 — — f0- -20 I �- EXISTING FIRE ACCESS ---- _-- _-- ___ — -- SCALE: 1" = 20' — 0" — = T = - - 1= -- — ___ _ , — — iii11 11 11 P s11 e 'N 1 U 111 ilk ,1! , 1 1- 111 1 a 11) I 11 III I1 Fin �^ p BC !\ 1 U 08.40)1 II 1 III �' 17 a BC 18.30 Q Atelier ps 18ZT U 1 11 HI 1 . , \ _., 1 j : U e Landscape Architects p l U , I 1 II, : 120 Belmont Ave. E. eattle, WA 98102 © C �, Tele: 206.322.0672 Fax: 206.322.1401 © © Cl g iti 0 .50 0 a C� C 1 TC • ■■� 1 00 � i 19' I 1I I U l ill V ill E Ejj:1 Ital I r1L e7 1 I -, gC / e w 1 1 8. 3 0 C C!) ill OT C 1 s. .8 0 0 a • ( BC 1 Z O I I I I\741) I II I e c c ' .� EXTG. BIOSWALE • ■ _ _ _, ■ 1 1 17 Z V)EXT,e G BIOSWALE -I 7 9 ,� N U F -r Q m1_ J 20 CV 18 / W 0 8 0 IC 11 1 il v c e e / , , , HI _ , ,1 ' I1 24 2s 1 I I 2z 3 i \i 6II / ZD 3 ` 19 A' j4111 07:$ I � iii �� le le n 1111 \ 9• 00 , 1 .ii a / SC 1 11 O 1 • 5 0 ■ 9. • I Mal ■'. I •O(dal illIlia � „ timwil 1/4 e .1 BIOSWALE 7eafi (� l 17 ° Q2 7s 7 EXTG. A .BIOSWALE O ta e lib ,1, I ) 1 .........HCii AO) 16 O ��J linik � ■ CONSULTANTS LEGEND �1s.5o� gC :C 1n 7 ° ° o.� INDICATES FLUSH GRADE TRANSITIONall VERIFY 16.50, �\ � 195 1 YI - - EXISTING CONTOUR 17U18. 1 1 1 �, 30 11 1 1.1 h\all 4\ PROPOSED CONTOURt' --� %lite (17.00) EXISTING SPOT ELEVATION 12" CMP®23LF U � 17.00 PROPOSED SPOT ELEVATION . 111 BC BOTTOM OF CURB 1 , /bpi vl c R8� Se SSIOS g _______.-A TC TOP OF CURBlil 16.00 BC ,''1•' alitill.. PROPOSED ROCKERY I DEION _ ItirrCC 0 Mg LF LINEAR FEET ■ . 19.5 Nal., ® � 11 ■ REVISIONS lli gi \--ilia BIOSWALE - • � ' NO.: DATE: DESCRIPTION. I Ia -__ Ira �' ASPHALT PAVING ..I -- ttili `� t 1113 0 0 -` ..,:i CURB DEPRESSION111191* ` � ." " 1, PROJECTNUMBER.li DATE: JUNE16,SCALE: 1 = 10 -0 0 ; a � , LLnL2i - & \$\ MSS r DESIGNED: DKR N. . lw __ia —'w.- ,. �� DRAWN: DKR/RH �' 'D 18 2p� lee �• , 1 goo) cel3 \,, CHECKED: DKR /� '� 1 APPROVED: DKR i 1 1 C 1 ��---_111 1135 T 17.3' g C �Y" �E . .'s 10 111 -�� _� 18 �� ° �� ■ SHEET TITLE 1! 1 111 'I GRADING PLAN 1 FF = va 19.50 1,1 • • 1 II Ili � / _ --- II _ L / • SHEET NUMBER II 11, e _ �,_\� 19 an......m.I t. L 3 I 18 _WES - - ,e 4U — s�o - -- _ -- _ _ „ H --- _ _ SCALE. 1" = 20' - 0" 17 F1_ T ' ] D H' L I i /6 ©/ 2 12Y,E CHANGE LIGHT SWITCHING - MITHUN . J l SWITCH STORAGE ROOM n ---- 1 INDEPENDENTLY. ���-gyp Architects+Designers+Planners JV 1 i TSTORAGE Pier 56 ii _ c~, ROOM1201 /2 i = tole Suite soon Way LOUNGE —CC (234 SOFT) i I] > ¢ Seattle, WA 98ioi ] tt2 m l _ , tt4 ° TEL 206 6 3 3 5 _ -''�. I Z TEL 206 623.3344 7oo5 - 2 . -__.,,--o C - - - I - - �I - CLOS T SHOWER \ Its ce �� no HALL a \ GENERAL _— p VD ttt LOCKABLE '- r= NOTES: — I / ‘‘ ' I ••�• .� i 1. RELOCATION OF ANY FIRE EXTINGUISHERS OR FlRE SUPPRESSION A I G C 6= I SYSTEM COMPONENTS TO COMPLY WITH CODE.S-I EXIT SIGNAGE, ALARMS, STROBES, & ira 4101 ROLL UP EXTINGUISHER PULL STATIONS PER CODE.AT 42' AFF. I EXISTING RECEP DESK. 8 J DOOR. FOIC. PROVIDE POWER/DATA, I `- 1 i 8 9" OWNER/ARCHITECT TO . /' / /` . I 3. LIGHT SWITCHES, OUTLETS, THERMOSTATS, AND OTHER WALL h. APPROVE ROUTING AND NEW STORE FRONIj • • MOUNTED DEVICES TO BE RELOCATED; NEW LOCATION TO BE � 4 O 'TO BOTTOM OF i . 11 OWNER/ARCHITECT. PATCH/PAINT. -- 1 -'- LOCATIONS. APPROVED BY PATCH PAINT. ° p 'WALK ABOVE: /.`� �`��� •� ��� ���� -- (PROVIDE BLINDS. I CI ., I `` I 4. GENERAL CONTRACTOR TO COORDINATE KEYING WITH OWNER. UTILITY {�j� 1;I , 1 1 — IR 1 5. PROTECT SURFACES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, CLOSET VIDEO `� N 4'-5 1I� CASED I '• �, , SPACE-OUT � � ,s. 1� AND ADJACENT AREAS FROM CONSTRUCTION DEBREE AND DUST. 105 =1 �, /r..—I OPENING. STOP - .r, O /+ I toa /� �� /` • /� I�''�, ( � IN GLASS. W/ . il -- �aaa /4 1 6. PATCH AND REPAIR TO MATCH EXISTING. �gitiDi i'OHO i�g� L\ BLINDS. MATCH • ••• aaa �`� ! ` 1 EXISTING. e ••• UP ' ♦••\� �f CI" �� w+/ . �f a 1 7. NEW DETAILS & CONSTRUCTION TO MATCH EXISTING. 1l _ = 15' 1" VIF r .��•• STAIR ••i•• / �' `. �' STORAGE STORAGE B. ALL PAINT COLORS TO BE DETERMINED BY ARCHITECT. tpp 102 Bl l� CBI ♦ I /Tr x \ •+i ♦♦♦♦♦ HALL DATA r •••• \ = i 9. DRAWING KEY: PROJECT: • \ /. ` i i . ; ji ACT. SOJECT: - TIr --- $ HE „, ROOM / ISE'. URITY ( _ �3• aOR OWNERS USE\ de, _" / ' ` 1 ELE ; f F — 1ELECTRICAL, ETC. LOCATION:rI MACH. 111 --- ITING, AS NEEDED. COMM `�1 ' I "' I MOVE FIRE I I I .� �,, �,. 1 ANACORTES, WA CLOSET 0 Q - i I -EXTINGUISHER h 1 NEW CONSTRUCTION TO MATCH EXISTING. VESTIBULE • 1 • S t• COPY i tss i / ` TOR. • . p ` =_ = SYSTEMS FURNITURE AND OTHER MOVABLE ° 0 O ` ,� ROOM I ♦ •• /. t22 � �II.(. I.II.II.'(.II� COMPONENTS, SHOWN FOR REFERENCE ONLY. 12s HALL 1 10. SEE LANDSCAPE DRAWINGS FOR SITE WORKG typCMI� ii ....ji1 L I• •y tlr u1_ J I I I 1 i I I I I O v vvm(.,,v —� woo ■ ' �- ME'N'S �O C i I I H SHOWER - J EA �- _= _ __ ° H I I I ° K tM _ bi I I ____ t— T'— L 1 -, i.11e -4 _______ Q - TLC LAB i .y _\ 0 all 128 X 24 672 stet) = OPEN TO ABOVE - al iI I REUSE FIXTURES FROM DEMO ______ AT 2ND FLOOR CONFERENCE H P{ P. z I i i ______ ROoMs K F::=::_::=::3L:=::=::_::-::_::=::C::=1i �/ _::_::=::....I„,I�IIO...L..�II.II.IIi _-= BREAK-OUT OUT " ii F' / / -_- --- OPEN TO ABOVE u..;' OPEN �/J SYSTEM FUFNIT R 1 m:: ::� ♦�•• �1 , !'„ 7i':: ••u ti«OR REFERENCE .♦ , '* 1' /$1k ONLY. PARTTIONS �'--+3" .'•...F lk ♦�• Ra d�^�i •• TALL, FOIO. ii Hy-. . A PL ,' • • ♦ KERIM o A ELECTED CEILING PLAN - HALL IN I PROJECT AREA #1 i` kil Y .. l • PROJECT AREA #2 '�' ! 120 X 90 GOAL) 22 1 p (20 X 90 GOAL) ! X 28 ! /8„ - 1' i ii Z i 24X92 .,;a; o II ow I !! 0 > ii W u7 ii 0 4'-0"MIN ;1 ~ i II ii !! FURNITURE PARTITION I� rt' ii H DOOR. n P. i1 !! I :e LINE OF STRUCTURE ABOVE, . :._.._1i=::=::=::=::_:,=::=:1L::=::_.. .._.._.. a1 `I.::_:: _::_::=::=::_::=::=::_::_::-. }-_ FOR REFERENCE ONLY. la DATE �+soM u NEW FIRE ii SYSTEM FURN DOOR W/ NEW DOOR TO o �..y EGRESS HARDWARE I• a MATCH i 1 3 c ALARM o I r "++ �\ ULL- I ! DIRECTION OF \ EXISTING. t:Zft' '_P9TATb0N n c: _:, < i "'0 `., `= o LINE OF EXIST! G i \ S&OQI fi TRAVEL '►�r� _ _ _ �;:,,_ �.1' LANDSCAPING. v. t.dcm i g n5. a E I r i TZ IIR n T P !' :,� �::_'-:Qi.. . 1 �`_�� 1 --\ N. \ = - _ Li f� y _... :i, SYSTEM FURNITURE \ 2 \ \\ J 1 I - :� 'r SHOWN FOR ``„_� � ---- o \ \ ` J L.� �� 1 ii -EFERENCE ONLY. p�; \ \ / H ���(' .6r" HEIGII>1 TO MATCH ° tee�1 \ \\ 7naft SYSTEM FURNITURE it010. 1EXISTA '. F O IL/SHIWG j 1 la SHOWN FOR - �� i v„`.,,� A �_i'` / y �/��`r__ \ \ SOUTH ...�''� OFFICE I i REFERENCE ONLY. 1` % no**. _ . LOBBY 1 tJtS I PARTITIONS 6'-8 �ti„T 0 t42Vi FE \ \` HARDWARE TALL F010. if r ! urr,r.„v, p / 1 .non.„� .(1 \\ / MOM N CHANCE ti p 7 yy 155 �l 1 �". , t 'l /j(, - 3 -Q r �" � A „r•u�r'•°T Y \ / BG ' Peej „ Y 1 "•••,ram, p>1 IM k'rGP4r-SS 1-4DW�r 1 ii 'I' i / PROECT MNEAW ■ ii % •".na„-, I '�''\,,.y -1-e to KISTI P G I �y .�1.16 I i 1 0 1 / DS I y 1 Y I — I1,rr•r,r•,,.0 lRNIY 11� 1 r ,�— I Y „1.I, ' / PRQ6r ANORECr ° I i ��4„�b ; r.rr_„--.rr p F.. ,` -� UP i '- r/n— tl I T� 11 ,7 ;Flag RECEIVING is I o b r - „ I Ii� ` .EXISTING 11 �- Mani VAR IMAMS REMOVE. DOOR( i• `"rn I err 1 , RNITU SHOWN FORT TS *7PATCH WALL TO '"°-'..„� '-� gu'" p�[.l . . C \11111.1111111.illirrirri V. RR-REN ONLY. NO ; I� / * • r•- " A9,7 CHANGE TO THE - MATCH EXISTING. 16 i OFFZC3E 1 PARTITIONS IN TG CL OF i l H I''r . `"�v.,, , ) '�► — Ti: __`i - _ ' i PARTITIO NTH „ 0 FICE / DECK �r, r • PARnnoN (� I ; -"� �r, V,r_„ 1"*"...„.„ - ; AREA. V is; I t{ II / / / �" r.,,�r,...,rjr,- S �I , .�i STORAGE 1 5� (AGE _rliy,'. t ..„,„,0,e i I ww�r gx \ I i- `q�rr.r ~"�"•a. I - - A ' 1 t46-- " ` _ at1r•`"1:,� I` ` ri I REPAINT WALL. i;- - +o - r-p�n �r,�,`u - _, r'`' `' ( f _ •, �u.� -;�m,,,T.l n�u•��I' `� i- 1 2029 REGISTERED ty COLOR PER 1rr „w f is „H �r, 1 $ „� .. STORAGE 1 . i l 1 ARCHITECT. 3;B 3�� li ` '�.„•aI, • .rs 4'-3 .,(� Ft .r' i ARCH( �_ 1 ; f }' �„ "ems„ (STING SYSTEM i i...P\7 LAMM. •r - o 11 �� �n.•r„ 0,:ti is i III 1 /A11 r l -"" p ITURE SHOWN FOR i .ram I THOMAS D. EMRICH ~" �` I Wartal �rrv-„� ' 14 1 / ELEC. COMM. s� i SYSTEM FURNIT r.. STATE S D. EM GT H " "� I REFERENCE ONLYoNO ; ,4e r SHOWN FOR FEREN lat , , TRAVEL ELEC. ii j .,.�„ CHANGE TO THE 'fir, 1438 t47 �✓ (` ^ 11Y'�6+ "•a,; PARTITIONS IN THIS ilisiS,46 ,. ��" „�.� ONLY. PARTITIONS 5'- lIIIfJMIN8" L,r.`n �u�`nti"�Rdi >P ! .. _ 8 d ,.�. TALL, FOIO. i r11 n•1+6. NEW FIRM"-"•rr.� $ 11 t,rs !" © 10\ wG ` ! 1. •„�,,.•, (�1 FO ONLRMIT -a ALARM �„ �„ Ai3/4 WC ilt i y% �' ` -Np M 6 PULL-STATION ,-,J. 151 ,1r+•" - �;, 't THIS DOCUMENT HAS BEEN PREPARED �fa� Q`f ` ..�„ t82 �:lit "� i .� t� �� FOR PERMIT APPLICATION AND IS SUBJECT I�k�S //// atiitssist � �°-"•, Y �.m q sII y ,I�,_„yu�,rn'"�'•11 ' J K Y 1 LANTO REVIEW AND GOVERNMENTAOLDAGENCE ONS BY /l� , , O _�. .il „-s„l,,s,,.i HALL _�! ` -„.1 RW.,1.1• r. J 6,� 1 �Ir O =`�. 1$4 I."+'1� `�t �_ ° COMMONS BUILDING FIRST FLOOR PLAN WEATHER C EEN• SI _�1'- , NF. % CO$F; : Ii `% GONF. -- TENANT IMPROVEMENT • SHS R. ET SIG �a 2r1 t55 ` t u 157 NF. a s PRQECT NO. PLATE, 0' x V`q ov.n � p Q/`^"tj�j�/} II \\ o \ SHOULDER'l �'` BUILDING SOUTH F CE DAZE 10 DUNE 2003 '� .y�� ° _'` I I ,=: � PROJECT NOWAK PATH REMOVE WALL. PROVIDE it !� ELBOW • r SA 2003\0322900\Cadd\ J p� ADEQUATE SUPPORT ITO R CEILING. PATCH REPAIR. t .I� �/ EXISTING CPT TO REMAIN Stijl4•P "�� PER OWNER APPROVAL. \i �5T5AI'li SHEET MINER • II \I 'WRIST A9 . 0 PE R T COPYRIGHT©2003 MITHUN,IN 1 MITHUN Architects+Designers+Planners / Pier 56 1201 Alaskan Way Suite 200 OPEN _ BELO -\ Seattle, WA 98101 I _ SroRAGE / a TEL 206 623.3344. r'+n..r. / • ♦ \; FAX 206 623.7005 O / 200 1♦•♦ +♦♦♦ 7 ♦ /' rr+�—� / FE / / O • ••• • �J i i �I- Q7 ____- • • • A 4 I . °' �� I G4 \ OPEN TO PROVIDE FIANGIN� / �' • BELOW SOUND PANELS. + a SEE AIL 10/A9.7 \ \ R EW WITH ACOUISTIC (I w o ` o ♦♦ • • i ► • GINEER 1`' G N. OPEN TO / / • 4 al •C/ .... A w (BELOW) PROVDE \ BELOW ♦.♦ ♦♦♦ • ° 41 I PLYWOOD & GWB ♦• PROVIDE 1`EEL INQ W LID. .N.,.,..„ \ / / ♦♦•♦••♦ •♦.■ -.i.+*♦♦♦♦♦♦♦♦♦ O I GENERAL NOTES: I' • ANGLE MACES. ��_� TYPIQAL. NOSS MAX ♦♦♦♦♦*♦ ♦♦♦♦•♦♦ / 1. RELOCATION OF ANY FIRE EXTINGUISHERS OR FIRE SUPPRESSION SYSTEM COMPONENTS C�OQR� DINATE ♦♦ /�, •• / TO COMPLY WITH CODE ISTPIXIURES ♦TIONS WITH �♦♦♦+ �•��`/ ♦•♦+�♦ / \ 2. RELOCATE AND SUPPIJMENT EXIT STORAGE, ALARMS, STROBES, & PULL STATIONS, PER •• �► �♦ / N. 1111111111CODE PROJECT: ° JC >:♦ /• E•• ���♦� / \ 3. UGHT' SWITCHES, OUTLETS, THERMOSTATS, AND OTHER WALL MOUNTED DEVICES TO BE SHS.COM — TI WC 210 I HALL / ,ON /• RELOCATED; NEW LOCATION TO BE APPROVED BY OWNER/ARCHITECT. PATCH/PAINT. 208 209 / // LOCATION: CONF. • VESTIBULE CATWALK I �`� I i \ \ 4. GENERAL CONTRACTOR TO COORDINATE KEYING WITH OWNER. ANACORTES WA 215 DATA Ell 208 CONF. 2 5. PROTECT SURFACES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, AND ADJACENT AREAS I I 207 j L ii • • ROOM •% •i FROM CONSTRUCTION DEBRE AND DUST. I ♦� A //77 W. HALL + .. ♦ % ♦t� O G 1� 6. PATCH AND REPAIR TO MATCH EXISTING. ELEC. / pp 200 2n ♦i♦ ___. _ ' ♦♦• 7. :z:0r0::t TCH IXISDN,_ ♦♦♦ \_ BY ARCHITECT. • m ♦♦•♦i♦••♦** w♦♦♦♦♦♦♦•♦ 9. DRAWING KEY: .. .. .. .. .. .. .. EXISTING - NO WORK, THIS CONTRACT. i 1 1 I i 1 I DEMOUSH. SALVAGE AND STORE, FOR OWNERS USE ALL DOORS, SYSTEM FURNITURE ''L I 1 i I WINDOWS, HARDWARE, ELECTRICAL, ETC. PATCH AND REPAIR TO SHOWN FOR ! MATCH DISHING, AS NEEDED. i REFERENCE ONLY. PARTITIONS 6' B' •- i r NEW CONSTRUCTION TO MATCH DOSING.DOSING.li TALL, • F010. Ii oh�8•'e nri _ - r -:: :: ��z:: : - -��- SYSTEMS FURNITURE AND OTHER MOVABLE COMPONENTS, SHOWN FOR I — — — — - -1 II II I -_ -- mu.u-u-u===::= REFERENCE F ONLY. = ==� !i ii wr.rne m'^9 �l �l --- 0 m II 11 STORAGE i a 1320 SOFT' i i lib m m i': 1 1 1 1 it 8'-0' A.F.F. _ - - _ ii Is ;i i i t i i I EXPOSE TO 1/ O p••'•-"'I: 1Mu��nlrlaasrMIrl —n.rn+�•a+urr'— - .•�..n --"-0 ll♦ _ 'JJ ■ STRUCTURE \ ... a'*'-- - --_ - -- -- -- i i i i i i I r ABOVE I O �." - -- = t l l Ii it II H : i ! I SYSTEM FURNITURE ! FE& ° aril , /l�ltr, • • • O STRUCTURE EXPOSE TO It 1111 bm 1, 7 6, _ HOWN FOR REFERENCE //�!(( ONLY. PARTITIONS 5' 6n �� �� O f`-i ABOVE �I' i G . TAU., f010. r17 ii ' q��� • `_J -n nt ° II 0 1 11 I • _ 1 1 P OPEN li '• I S • F , It11 /lil � ; -b i iOii: -0 • n n Rn 'i 214 1 I ill - r"\ • • Fx \ n Lu i 1 1 1 I i L 1 t___ • . it i i i i i_ i_ii t T-__ • • 0 • It IFnrrII MIS IMIlell�nrrn+urrn�rleINI+11�lru�ll�l �I nrru 5'-3• 4 EXPOSE T• t ii tt ,, • • tt - / II I H 1 1 1 1 - ' I H STRUCTURE t i \III {:FUSED •- % CONTRAC WRAP i i i i I i ABOVE I i al S. COORDINI D ACC i I I ; I 1. DEMO L to DEMO LIGHTING I - 1 I 1 I - EXISTING u EXISTING • GOVERN. L.. ��� -L. �� REMOVE. SAVE. AND STORE ALL LIGHTING. SENSORS. SMOKE - y 4, 0. y If DETECTORS. ETC FOR REUSE. _ =::_i:_::r c a� a q� REUSE DEMO'D LIGHTS. 3t21%' ' 1 Li. i I 1 1 I I I - - H 1 1 i i i " ° REFELECTED CEILING PLAN STAFF LOUNGE - -- • I I I I I - (fa C::=I:-::�u.II.uMMI1IMMIFabOP11i•INInMru�ILI1.,, aI anII=Mu.11•uj i STAI $n - , ,, ^ !�'� _ I� • N . DATE PERSON/ ✓_/`r RAMP P �` = _� fie • UP 11 in sc- p U �I �+-•DNi r"'"irrr♦r, �ti+. C t' Y ` _ -" RAb P CONF. CONF. ` `' /� ili 1 215 216 . 2 I � I I j r,•r rr�,r yr,r* ,FF TSTEM �°r `At _i //) r aal If rs l l "r'�q�nr,• aain wr CiUIET ��� r.,,� ; / "aM•r,r♦„ 1` �. �� aN .DECROOM �`� � �.r,i j `.,, hSITTINGa = OFFICE 2n 1rI � lrrr♦,� n h 5',T3 +1 A�$A .I• FE "iL.\ 24Dkatt :1- - .n• 0) p /rRWAR OO MATCN or ! "r."�" \\[ tl d ' rr /4 _ „ in n�"�"-,1 �- _111-7-1-:::::::"Litt. PI•ICPIIL N CHARGEL-` 7. 21a 22T INLr / .n1w ,.n�l,.u.,,.•I ` _ BG GONE. •" . ru I I _ — _ _ , PNIECT NNINiR I `ar."1 `T DS i I220 %= == -N I ','`„'„•"1f URE j' % 23 �—� , y �� _ PN�cT uwmcT 1/1 ! r "• �y.r P J HOWN FOR REFERENCE rn�„te a kiity I I I := �I•er - �I TS PNIECT ME AI MEMBERS - „ , t ONLY, PARTITIONS 5'-6a '" ' a� EGRESS ' I „� .•-" i� ry"�,,.�.,, OFFICE „•�,�,r.,, / TALI, F010. ' baratitssimPr:ILL--"Aratinat ! an-1 . �� ' I V,,. ,I� 0 EN�n� i CHEOC RESOURCE -" " „�„ ! 22s "r.,, Inil 0' FILE i i LIBRARY QUIET CONF. h. �. �" .,,� Crr ' ' , Ri 222 i ROOM 229 ! '� r'.n�u .. . I • r ( ! � t �,r•u• OFFICE 296 1 r `.,, rl•,,.,, „r` i', .,, TEM FURNITURE t •. !' rwa+htTgx " �. f!�`` .r,�„r ! .._. ""'•nr�ar 1 HALL � � - till."." SHOWN FOR REFERENCE .+„► =' c.2029 .,, , 22r HALL +.,� +, 222 ] ONLY, PARTITIONS 5 6" .�` `~~' I • I 1, — - JC TALL, F010. i` \REGISTERED ! ARCH! J I�a•„•pl-'�r I if ~•qII'"'O „ I (,f WG 227 , \ j .,ram„r �.._. "�„ i %i z2o I 1MG 6� r �.._.._.. n.+„�„r " _5• Y OFFICE �1 // /f r.rl WG WG/ 252 4- „ _r-:: na 6 I 243 I 1 THOMAS D. EMRICH 1 is„....., / I SHOWER ► 1 — — 11 r�rr pj , •,, Q. 2YJ orb"�"� „ - "�" 1 STATE OF WASHINGTON •� frit '�rrd/ I mar I I Mir �` 2Si O -•.-.._.. 40 - .,, rT ELEC. t^. / - - 03 r i,•.,,� � p pp .rr� pp/ i ►� 2�� assoi.�'.�'I" 1 �' OFFICEFOR PERMIT — • — — ``+„� ' .,,J I 'r.K / - - ELEC- / - — - - - - — - - — - sY EXIST n_ I,rr ' ,I2• �,....:,,` 24e j ONLY �' "".,,` I Q - - 8 234 .n.l's 6 \ I THIS DOCUMENT HAS BEEN PREPARED �." EMT sv / KITCHENETTE/ — FOR PERMIT APPLICATION AND IS SUBJECT `�� '�"r / . VESTIBULE 1 KEY P L A N 1 '• ` L ,, , COMM IEW AND/ "�" � 4Sg LOCATION TO BE APPROVED y I i I k ; �n ` •.� ` BY OWNER/AnRCHITEiT. , I �� •� — w �' '�,rrti„ ♦ 11 •\� _ % Loma.l,�,,.,r. t r TITLE / .I �7/ COPY • _ 1i COMMONS BUILDING 1,.� - - (t p� _ ' •jr Rom 4� =_"— - ; gin. .„,: r SECOND FLOOR PLAN �' 1 TENANT IMPROVEMENT 1/ �"'► a STAFF \1 ... �r ..,,,,„_..„ 11 SURFACE MOUNT •t Ijl ROOM ,tio:.........,0 •••••"r�+1l MAILBOXES, FT1 _) 1/ u / 440 PROJECT NO. -'� a �� SAVE �� 2t_- --- - - - SHOULDER' se u 0322 OR REUSE �` ii ��' •i• � BUILDING SOUTH OFFICE �� L.. a / 9 S�:gen 10 JUNE 2003 -0 " ���i �_W. ei�rSPI 'ELBOM" T :NMICRK\2003\0000000\Cadd\ sin4- ,/ SV FLOORING: COMMERCIAL ��'�'� - -:.y/ FRo �>r' 1• Wj/y M GRADE MANNINGTON ASSURANCE �•qf� RELOCATE CABINET. A9.1 Jql g 16006 TOASTED SEASAME. Snit ��� SHEET MALER REMOVE WOOD BASE, SAVE. �Q . REINSTALL AFTER SV. STAIRDN WRIST PERMIT �� TI SET COPYRIGHT C 2003 MITHUN, INC. OM o -_..sj �, MITHUN • (SA)........„ SE Architects+Designers+Planners • PROVIDE MINIMAL OPENINGS FOR DUCTS, C )) SECOND FLOOR I �_ CABLE TRAYS, AND STRUCTURE. VERIFY SITTING o � ' LOCATIONS IN FIELD. Pier 56 Z" AREA 1201 Alaskan Way FE ATTACH STOREFRONT SYSTEM TO EXISTING STRUCTURE, V.I.F. Suite zoo 225 EXISTING STEEL STRUCTURE AND Seattle, WA g8�oi In=;,fir, CONCRETE SLAB. PROVIDE �, tEL 206 623.3344 ` ,;_„ COMPENSATING CHANNEL AND SHIMS EXISTING CABLE TRAY I r I I Z 3 Too FAx zo6 6z 5 ¢ STORE FRONT N I ans. \\ I I AS NEEDED, STRUCTURE SHOWN FOR MULLIONS, NO GLAZI �,,*,:_, i REFERENCE ONLY, V.I.F. sig IA -1� < r'II jii - 1�; .r ' '�ik ----; li♦I � :� �. ten! • rf n 0 . - N. _VI-r. t,'& . i .a......s. .1. i ...i # ial .!(t. lc — — -- __ _ am a -or .0. I ts*UM CD lin© / / / %" %/_.x DOOR TO MATCH EXTERIOR y - W DOORS, PROVIDE EGRESS �� A9.7 3 HARDWARE. - / , --- ,------ OWNER'S;' LOCATE CARDREADER PER N! z - i/ 7 �' i % DIRECTIVE. kl C �r; i 15 r .���I 7 • ¢ SG SG SG SG SG n3)� IC: =Emma1r �� 1 jr EQUAL I, EQUAL I. EQUAL I EQUAL jr 3'-0" PLANE 2X'S 4 SIDES, TYPICAL. PLANE 2X'S 4 SIDES, TYPICAL j PROJECT: ' _ A9.7 � , � 2' ` , LINE OF WALL BEYOND A . SYSTEM FURNITURE F010. PROVIDE 2x SILL PLATE ALONG• SECURELY ATTACH 2x STUDS TO SECURE WELDED WIRE SHS.COM - TI ~' PROVIDE SAFETY GLASS AS MINIMIZE DIM, BUT ALLOW -� {` NOT FOR BEARING. TOP OF SYSTEMS FURNITURE, JOISTS, ALIGN WI TOP OF SYSTEMS FABRIC TO 2X'S. ' HALL ;' �� y---� O. REQUIRED BY CODE. FOR DOOR TO CLEAR WALL SECURE. FURNITURE. LOCATION: 226 � HALL ' - STORE FRONT WRIST - ELEVATION BEYOND. - ANACORTES, WA [ 228 @ HANGING SCREEN @ ELBOW WEST ELEVATION it C. 0. 3 1/4" = 1'-0" TYPICAL OF TWO LOACATIONS, ORIENT PER PLAN. 431 1/4" = 1'-0" 7 _, ,,. F "' 227 it , ,WC wo ,,, nor: , ---7 _, 2ND FLOOR - ENLARGED PLAN - "WRIST" STAIR 411 I 11 101 X STOREFRONT SYSTEM TO MATCH 2x4 STUD WALL, GWB, " \ ADJACENT, SEE MANUF. DETAILS. PAINT, COLOR PER 4 -0 '1 I ', ARCHITECT. '., 6. PLANED 2X4 , ‘ 1\ Ed l .Sap - FRAMED NATURAL TECTUM ACOUSTIC in II PANEL '1 �I STOREFRONT SYSTEM, SIM TO I�N� EXISTING WALL EXISTING; SEE MANUF. DETAILS. SS AIRCRAFT EO Eq 1 •. _ i' CABLE. ■ i'� 1 �� !'1.... SS AIRCRAFT CABLE 1 LINE OF STEEL STRUCTURE I .. `�',' 1 W/ TURNBUCKLE. I LINE OF BEAM, ABOVE. ABOVE. �� EXIST STRUC & 11... GUARDRAIL NEW STORE FRONT SYSTEM. , ACOUSTIC PANELS 1 1 I1 I 1 CI 1/4" = 1' 0" I �D„� STORE FRONT @ WRIST STORE FRONT @ COMMONS LOBBY I C7 1 1/2" = 1'—o" 8 1 1 2" = 1'-0" 7mawasnliaE<N 7/ EXISTING GUARDRAIL °- ,� Q ALIGN TOP OF NEW LINE OF EXISTING HANDRAIL. - WALL WITH EXISTING LANDING STRINGER EXISTING. �' �� a EXIST. SIDING STL ANGLE DOOR STOP, Na .,,E tslsol WELD TO LANDING STRINGER PAINT, COLOR PER -- NEW GWB.�� ARCHITECT. �I EXIST. RECEPTION /......., 1101111, GWBWINDOW, LOCKABLE. WOOD TRANSACTION PROVIDE STOP, VERISY SIZE IN / - CC)"- TOP HELD. VERIFY LOCATION IN FIELD. >/; ` (, // SPRING LOADED, / JSELF CLOSING HINGE; EXISTING GUARDRAILSLEEVED CATCH FOR FLUSH BOLT, TYPICAL OF 4. VERIFY - N COORDINATE W/ HARDWARE, WEIGHT OF GATE. CHOSE BG I 1 GATENEOPRENE IMPACT SILENCERSA VIDEO CONF. OFFICE - N . ELEV °R°�"""'"� EXIT HARDWARE: BLUMCRAFT /' - 4 VIF0 DS H-110, FLUSH BOLT PANIC DEVICE 4 lJ 1/4" = 1' 0" „�* OR APPROVED EQUAL. . t' 7 EXISTING LANDING EGRESS HARDWARE t t - " TS \ 7 0 AFF4 „ „�„ EM 94 NEW GATE. FLAT BAR & �� f x +a TS GATE JAMB - DETAIL ,' >` -d 1 GATE STOP - DETAIL ROD CONSTRUCTION AND t• _'� 1z I:ICI ° 2r FINISH TO MATCH EXISTING " ` 1 1/2" = 1 0 v6 �� Cal 1 1/2" = 1'-0" GUARDRAIL eil _ STEEL WIDE FLANGE \ % - 10'-0" 7 �' GATE SUPPORT, FINISH , 2029 , , / TO MATCH EXISTING. `— EXISTING r ARCH RET CONTINUOUS % EXISTING LANDING , c GUARDRAIL & EXISTING HANDRAIL IIL GATE HANDRAIL. �i s of was N6 ON LINE OF EXISTING HANDRAIL. CUT � '� COR-TEN PLATE STEEL & RETURN TO WALL / (, A9.7 _ o ._, WIND SCREEN/SIGN ~ __ j "? f A9.7 II 13 -,�71 ONID © !�L FOR PERMIT ONLY ' ----: - , I ________ ___ _ _ __i__ ___.____ - THIS DOCUMENT HAS BEEN PREPARED / \ WATER-JET CUT LETTERS tv, / s FOR PERMIT APPLICATION AND IS SUBJECT o OR SURFACE APPLIED /. TO REVIEW AND MODIFICATIONS BY ry / �/ PROVIDE HOLD OPEN. /' -- c\ ;-- ALUMINUM LETTERS, TBD GOVERNMENTALAGENCIES Pi l \ ' ,, DETAILS, ELEVATIONS � WASHED ROCK BORDER J \ \;�\\ \� & ENLARGED PLANS "� CONC. FTC. ����� .\'� TENANT IMPROVEMENT NEW FLATBAR PLATES AND W4, j� ' \ ���\ PROJECT NO. WELD & BOLT TO EXISTING WALL. ///////////////////� ' NC- ,- 03229.00 I 1 \\\ , r 10 JUNE 2003 • EXISTING WALL & STRUCTURE. PROVIDE HOLD OPEN 14 / r �� L , PROJECT NEIVIORK S:\�200310000000\Cadd\ / > i h A\SHEETS\A9.7 SHEET MOO 1 GATE JAMB - DETAIL GATE @ "WRIST" STAIR - ELEVATION WEATHER SCREEN - ELEVATION A9 . 7 PERMIT ISET 20 1 1/2" = 1'-0" 24 1/2" = 1'-0" 26 COPYRIGHT©2003 MITHUN,INC. Mel CHANGE LIGHT SWITCHING - / MITHUN ,/J \ SWITCH STORAGE ROOM I {LL1/ O ��' t INDEPENDENTLY Architects+Designers+Planners / \ / � T v O �� 1-t4014.1( Jt � \ �_._ STORAGE f j Pier 56 ^� 1 © 0 3 W ROOM I 1 j 1201 Alaskan Way -' \ r--i , \ .--1 - 4 = roan / / Suite 200 / \\ \ OI1N G Q 5 snF I 1 Seattle, WA 98101 i \ \ n t n� Wo, . ` I '# � • TeL 206 623 3344 1 \ 34 L G ? r�1 _� ._- '� ] I I Its 4 L I M Z j �' �" FAx 206 623.7005 ` r— i I t { O F { 1 PAEN'S r11 ,� J \ I =.Is 1.-7. #I t _ - j SHo;rY_R Ina i/ HALL' 1 -- f t C J- ! Soa } r ( 1nIIIIIMIL � LOCKABLE 4 1 �r'J EarTO::.S= I ! NY FIRE EXTINGUISHERS OR FlRESUPPRESSION1 —IALIG N� ' " S TO COMPLY WITH CODE- • .. 0 \ Il tREMOVE b RCATE I n '' MOVE FIRE ( SUPPUMENT EXIT SIGNAGE, ALARMS, STROBES, & r ® , r I ROLL UP PULL STATIONS, PER CODE. • AT 42' AFF EXISTING RECEP DESK S I , T EXTINGUISHER i DOOR FOIC I7 I, f- APPROVE ROUTING AND NEW STORE FRONT I ` ( E MOUNTED DEVICES TO 8E RELOCATED: NEW LOCATION TO BE t I LOCATIONS ITO BOTTOM O, ! 1 / / ~-'� r�r APPROVED 8Y OWNER ARCHITECT. PATCH PAINT. T :. (WALK ABOVE, I • � t ° '� ") � i {1 � ' "PROVIDE BLINDS Y ra � �i/ cri / I 4. GENERAL CONTRACTOR TO COORDINATE KEYING WITH OWNER. N S"--i v -- \-✓s d l' LR (\/� UTILITY VIDEO 4 f yY E t' 1 I I ( 5. PROTECT SURFACES, MECHANICAL SYSTEMS. ELECTRICAL SYSTEMS. CLOSETEQUP I !i I CASED --r Ito IaREA,K-OJT �-•� ± I ta' ( _ �, I / (-5" 1 •:i I OPENING. STOP �, F CE� cic ios > t3 i� AND ADJACENT AREAS FROM CONSTRUCTION DEGREE AND. DUST. I r IN GLASS, W/ - air -- i 6. PATCH AND REPAIR TO MATCH EXISTING. �I J �_ il S EXISTING. '� �. BLINDS. MATCH +#+kill‘ _ — 7. NEW DETAILS & CONSTRUCTION TO MATCH r� t �3 I `zl EXISTING z - — up ,♦• 1-\- -" 1)7 � '_,, A"\ it ( { COLORS I BIKE Si 3I II ` 1,_ = l5 -1 vIF / STAIR ♦ „/� S. PAINT DETER!.IINER . BI Viiy+:>G E! --.nr;a-;:. - • I \ e' ti e 1 1 I ! 1 ALL TO SE n O,,,n,Cn SY �U,TCnr I too ! 1 I '°` ( f 1r _' !- tea' "�1 "�I • Qom} ( t PROJECT: - £ I \ INHALL DATAROOM • V �J 1 \\ 9. DRAWING KEY:EXISTING - NO WORK, THIS CONTRACT. SNJ.COM T� it 3' ! SEC I TY { �# tyriLa _j' ' Izo ? tt3 J rt � J ? DEMOLISH. SALVAGE AND STORE, FOR OWNERS USE 1 e E -�-I ELE'i \ FE _J r a EE ? MACHI� ( tt p? \ I125 ? " 6" E I ± ( s \\` y _ ( 4 ALL DOORS, WINDOWS, HARDWARE, ELECTRICAL. ETC- i �,� ty -� 1 ~ ( PATCH AND REPAIR TO MATCH EXISTNG, AS NEEDED. LOCATION: I COMM _ ( HI ,..s,'� I=�. 1 j f 1 1 1 .A I [MOVE FIRE 1 ? ? ! ANACORTES, WA ,LGSEt6 jj ) '- t v i i, EXTINGUISHER i I I NEW CONSTRUCTION TO MATCH EXISTING. • ± tj`a� JOY - I� l , VE 3TIBULE w If �• f,BTOR t ' s •• il j I _.._--=--___--_--_ = SYSTEMS FURNITURE AND OTHER MOVABLE 0• I O I ROM . a b \ xIs s` 4 - - - _ _ _ E �,,.„.::.:,.,:...,:. COMPONENTS, SHOWN FOR REFERENCE ONLY. ( i ELL. "i-Y %. i` i }a •. 1 I 10. SEE LANDSCAPE DRAWINGS FOR SITE WORK. i f:Oh'M — \ \ — �a ( 132 I ` ' •` 1 I c I -4 A --"[ P4,1/4--- 1 --I ‘ \ - \ '' **** . " ‘ 0.16 I 1s Le • 1J ■ • • I II a e !1 jjT //t ,,,0` O a_� 0,, _x I na �1 r z . i r' , UT:.: 5' ILI MEWS �O I I j i e 1 SHOWER = we H . - �, co / O a ■ M I ■ 1 1 I TLC LAB y ' OL O I� N:O_ w re) - a� \\ I J'J'R S a ! ! 128 X 24 672 11 i' OPEN To ABOVE r I� agfrl =:: o 0 tt „ J E C II BURGLAR&FIRE ALARM SYYSTEMS _ 28'-�� = 1501 Kentucky Street, Bellingham,WA 98229 GWB a 8'-0' i k�k I • : 360-647-0110 • 1-800366-1005 • FAX 360-715-9008 ____L_'" P. T ;'4L. REUSE FIXTURES FROM DEMO Ili I 4 • 9 I I A Division of Guardian Security Systems = AT 2ND FLOOR CONFERENCE h+ o n g • i • June 19, 2003 = ROOMS ii 1.::.: -:�:o. .:�:_,.s:.,: e - i ::_:_ =::JF:=::=::_::-::_::_::=::=ly ::_::_::_:: SPACE-OUT i" - P Note: The location of the fire system components are based upon what we plan to submit to the OPEN TO ABOVE 2 I. Fire Authority Having Jurisdiction(AHJ). The AHJ may change system design and/or componentB.F. I I I _°°_ _' _ :_::_.:_:._,_- __ _ =c °°a cation. SYSTEM FU NITURR 134 r,,,,,� ��C7fJ�/" LzQ G9 4,ta ••••• -�i A ri n • ••i SHOWN FOR REFERENCE � • 1 it \R ,.♦ I I ONLLY E010.TI IONS ! '-8" I David Alvord • s♦♦ �i '. Y �� •i♦ _:: li u Tel 360.647.0110 / 800.366.1005 ♦ ,_- s • #I ii Fax: 360.715.9008 ♦♦ HALL 'DATA! "4' ♦e. ICE'""" • 24'-0' _ jir 22'-0' t:" == Cell: alv360 rd@d- ec 6'-3' davidalvord@d-tech.com 223.7265 • D C C C C�'T E�,�'C I I I I� I n IV HALL I I I i PROJECT AREA $1 ii .. ) 1/8 t-1-hl L L ILILII laI -IPROJECTAREAi2 ItoXoGOALI22 ;; p _c2---- p 120X0GOALI X28 !! 1 `, iNc...7-0 ii Z r • 3 24 X 32 c:: O i, w• • I f i; FURRE PARTITION 1 r`� !i H DOOR_ n n :_ : / � - _. LINE OF STRUCTURE ABOVE =ram —::_-- dl �::_::�_::_:_::-: :_::___::_::-- FOR REFERENCE ONLY. ea DATE rs/sa■ z ; SYSTEM FURN DOER W/ JJ \ NEW DOOR ii ALARM NEW IRE o ,-;; EGRESS HARDWARE `r' n err• / • f ------CC MATCH II i `m z PULL-STATION i / 'co e• j; r DIRECTION OF LAN OF EXIST! .G \ EXISTING I n I TRAVEL ° \ B - _ ::_ LANDSCAPING. �t !T=•� nr.rrnrr' �nwrrny�7 - _ tat) _FG j ! +�'.1., II I it -:� Ie-:e- nl 1 ��.. \ \ a � 1 J iix �� SYSTEM FURNITURE 1 v \ �i SHOWN FOR a \ . III Las ��i >�� ,/ 'EFERECE ONLY. • N \\ !la „`' " HEIGHT TO MATCH ° N. N I !l ��1t _J r- XIST G. FOIO. o ''-1: 7 SYSTEM FURNITURE i i '��„ 4 ��.� 01 • irh ��' Q� SHOWN FOR �� • j t �'`•' ______„ SOUTH __ - I ..IL/SHIP•G r !•� - = i .rr�"i - ,\ �\ REFERENCE ONLY. 1'i ! ; / - HARDWflE -8" j(51/4_9 TALL. F010. - i �. „7' ,� P t ier.•1� B is w owlce yy1;1 I if"--... p O i} V - Q "•..,, _d SIA1 �I e \ t PROJECT MANAGER h r 6 j i;� , =<::a n•..a,� i _ L --' "r..„-�? i �� 1 I S G �':'. . 1 =t'srb s EXISTING P■n¢i _ RNITU SHOWN FORT TS RECEIVING REMOVE. DOOR. iJ� ' ••, �'�::: l 3 `� ;s� • lI ±9T ( PATCH WALL TO gip.." „` `a �„ 1 t # �- a." R ENV. NO a OCR 9- k.ry 1 MATCH EXISTING 16; `'••'�„ � i s :yr' A9.7 ICI N�GE TO THE � � s-0 / �7 To C 0 1? r•-..�. --.,..� _9 = l -_ .r{ i PARTITIONS IN TH . / OF p f7 i �,,.,.,, "••„,� ! tie i -- - -_ AREA. a �f3FICE ;J�''`'�-� '"IIIJJQN ,,, - � ".,,.,, ems., i a::� ".,.t �_ 1 '� 160 / '• 9 �''•d.,.�`•�,,.Z r,.". ;___� STORAGE STORAGE- i ± _s�::�A ; [ _ TO. GE t11 11 r_ -- REPAINT WALL, ! a j 0 ra:. .. �".'o -CA ' y,,..•„r^ ..1-1 ARCHITECT SEAL v ! '",` --`.,. COLOR PER s /��::�a i ..,..,�h"°.,,.�,,. _ i - , 4 p ..,:�•:r� r.,,�" 2029 ,i STORAGE /'• F 6 3 ► �"'` „� •.,• .i (f j 4- �e .•-"� r "'�,. U1 '� ARCHITERCTO I .�a f � ARCHITECT. J 3= �i ; „ �:, f ` 3" r $, c 8....., • 1 `'�__.. 1 ! 1 s. z }� :: IsnNc SYSTEM ! ' �COMIx /{ -, r r. LI e ® q i a 1I i �••'•,. •,Q 0 rtJRIViTURE SHOWN FOR i j1 1144 i jl ELEc .l IF �. _ I CCMM Al `14s i {A 1 :='g 1_I I THOMAS D. EMRICH !- [ ►,�,: 0 }{ i' i STATE OF WASHINGTON a REFERENCE THE act .. _, t.�..r ? �, i SYSTEM FURNITI I : f r ,� _ I "° \ SHOWN FURNITeEREN @ jj t i CHANGE TO THE �:: � (', t ! �} A 1( �� _'` r ^ r7'_6+ i PARTITIONS IN THIS p "-�f ° s� 1 I ±? ! �a ONLY. PARTITIONS ENC(II 018 7 F ��^� l t \,v,. ' f i'M/N 8' •..,.� U "`la �,y,. AREAf D 7 i via1 Ty t. It's`.. TAL . FOIO. „..+.,J! U FOR PERMIT .------C---------------„r % 1 _6• NEW FIRE'•-_•�, p i WC n tt ,r t � "4 t ��--rr ' _, aQOR ALARM �,,. .,. i i 11" i WC tr it r - 1 1b� ] 0 ,. .,..,r.,_' , 1�!� ONLY PULL-STATION �„j I "� 7t 1 "�± �I ±S } y „r„ •,.� THIS DOCUMENT HAS BEEN PREPARED •��,.�� "'� �•„ �P • 0 ; � -`�'" „r ! FOR PERMIT APPLICATION AND IS SUBJECT O -�-"�.,.` -v�- "�.,,.� - ��, _1 ■ ,rr..�.:r•" i.l TO REVIEW AND MODIFICATIONS BY { /i • Q r KEY L A N GOVERNMENTAL AGENCIES J HALL ��'`�~ r 1 _� o ¢I r._,.r'.--...:D , = -- `"'� �,t FIRST FLOOR PLAN w o J - •- 1 e„ 1 .=,n CG^ MONS 'I a DING WEATHER SCiEEN, sI . `�" - _ _ ��Nr : _ TENANT IMPROVEMENT f, • NF , cow Ii CQ SHS STREET SIGN s may, , a I•I ts, tt . NP1 GOR-1110' x-7x ' . - - - - t f 1 4 1 �' r- - \ /. :;: ;:' �:;-;a; PROJECT NO. PLATE 10 x x II \ • = o it n � �iras� \ U SHOULDER' DATA TOW�R 03229.00 i• i QII'�• \ ;r. �-- SOUTH OF GE O E ��_ II BUILDING . a 1 � PROEM"■en oww JUNEH2003 REMOVE WALL_ PROVIDE �' "- I In 'ELBOW' Ift S:\ 2003\0322900\Cadd\ ' ADEQUATE • SUPPORT TO - , _...; - - CEILING. PATC /REPAIR. 1 - - - - • - ' r } k ." .'h EXISTING CPT TO REMAIN \ 11 c34I '.e... : ` . - PER OWNER APPROVAL. } 4? a 1\ SHEET NUMBERjj \ \ PERMIT WRIST \ A9O TI SET - - - -- - - COPYRIGHT©2003 MITHUN,INC. J - - - - - - ----- . _.-- ------- ---- . . _ . . ._ MITHUN g e) Architects+Designers+Planners +' / Pier 56 r� 1201 rt Alas an Way �„ OPEN O ft \\ \ ' SToACEBELoAti��� ` : r,. Seattle, WA g81o1 ! l iiy AREA i TEL 206 623 3344 1 ‘.\\�' e �/ ! 7 xaa 1 FAX 206 62 00 37 5 I • 1 O j Olt R a as / i \ g - cf i OPn TO PROVIDE HANGING t;O / - I - t C' BELOW SOUND BAFFLE PANELS / i I t SEE OEiAIL 10/A9.7 I s\ \ i - . , €`€ RE�Ary'! wrn AcoUTSRc I W o f 1 �, =` I - \ t t . I _ -�s . GINEER j[J� m.= OPEN TO y+ / �" ar cl env / 7 I \ ,?" ! ,.,� 3t11C,0.'. .ALIBI \ \ \ PLYWOOD & GWB ` t f YV,I .. ;, , IN.:::. a ` \ 1 *W\ o UQ. /N-_,-- r PROVIDE STEEL "' ``' v ANGLE �\ \ �� O ' t GENERAL NOTES: COORDINATE TYPICAL / ~ I 1. RELOCATION OF ANY ARE EXTINGUISHERS OR FIRE SUPPRESSION SYSTEM COMPONENTS LOCATIONS WITH Y 7 -1 " TO COMPLY WIIB CODE • t i EXIST FIXTURES ��♦ I ! 2. RELOCATE AND SUPPIJMENT EXIT SIGNAGE, ALARMS, STROBES. & PULL STATIONS, PER at f ' I r .I !i . .:;. I / PROJECT:L� Av.- / 3. UGHT SWITCHES, OUTLETS, THERMOSTATS, AND OTHER WALL MOUNTED DEVICES TO BE S f 1 S.C O M - TI I I r., ; I I . I`- Il\ A ii { ..:--7 u i /11 LA ( HALL I DN RELOCATED: NEW LOCATION TO BE APPROVED BY OWNER/ARCHf1ECi. PATCH/PAINT. r L= xo• , u ill / 1 VESTIBULE j zel 4 ... t . \ LOCATION: cot-P vet t:it j I ! 2A i I CATWALK (j -- 6 I I \ 4. GENERAL CONTRACTOR TO COORDINATE KEYING WITH OWNER. l I �� I ;ice 1; j � - U DATA ,� II . ANACORTES WA ROOM 5. PROTECT SURFACES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, AND ADJACENT AREAS 1L ti _ i �� € ; / FROM CONSTRUCTION DEBREE AND DUST. ! t O fl • !< 6. PATCH AND REPAIR TO MATCH EXISTING. t1 1 Y`:4 1 HALL, ; 4 f 1t 1 t.•IEI L. it LI -� Y 1 ( 1 t 3 7. NEW DETAILS & CONSTRUCTION TO MATCH EXISTING. =�_� II II 1 . . # = J 1. I i� 1', I I 1 1 T 1 1 .11 1 ill II \ D=' ;. DN I i 1 J , ,E ! , L' 11t 1 J 1111 I . - II 1 H Ii I tat 8. All PAINT COLORS i0 BE DETERMINED 8Y ARCHITECT. i 1I II I Ii III it ICI Ii i I I I i! J Iuhi Hill I III ! ills it i i 1 9. DRAWING KEY: I i ; .( II1 .. . : I I111� , I I I III �IIII: t. in 1t) EXISTING - NO WORK, THIS CONTRACT. DEMOLISH. SALVAGE AND STORE, FOR OWNERS USE ALL DOORS, • 1 I, SHOWN FOR 1 1 ii Sf5TD.I URNDlJRE u ! i i 7 la WINDOWS. HARDWARE. ELECTRICAL. ETC. PATCH AND REPAIR TO I' 1 1 MATCH OfISTTING AS NIDED. r REFERENCE TONLY. I : i i' NEW CONSTRUCTION TO MATCH EXISTING. li PARTITIONS !i TALL, F010. �:e�.:.. eel- - �I -::_::_::_::_::- _::= SYSTEMS FURNITURE AND OTHER MOVABLE COMPONENTS, SHOWN FOR _ __ Iti-t fi -= 1RI Qtl�`� a J/ �Y _` %":7'l}'-Q _,,.n.um.n.u.ru_ REFERENCE ONLY.I r? 1i STORAGE1I ■ i jL I i; 1329 SGIFT1i •' m;..`.r -g 'fir i..:: ;rt :: ',rGWB a ea - -: o �_j 1 `Y m . It f i ;' jF��: hi # , EXPOSE TO <_:: _ _ O € i i i i i i STRUCTURE ,�- f i, - ' _ 0 t" I i i i i i i r� l� v:.-.... il / - f -�a:' {��..- ABOVE r ,,--nii■■._- E e-t : : i SYSTEM FUFd'111URE FE �, � �4C-/ , EXPOSE It ,i 'S7►�1 ike b`:a re4e, L - • N FOR RtrtRENCE c.� ' . �'s , °� • ! •. i; , . * STRUCTUR ,y��1 ONLY. PARTITIONS 5'-0' = % O I m r� CO -, ABOVE itt ti' � A I i i TALL FOIO. 11 i ; III-7 ` . • ` r, n` 0 O 1 i :S Li �e:e 6.: ` C:o -o .� I ''--'`'-ti ' n` t t Lt_u • ,t I tt ! OFFICE ! 3 s '�'- O f'F „AI 0 • n-n tt 1 1 1 Ist4t I. 1 1 I ' :' • • n .tti 'uo; \t No 5l9lOICE t i __ _ i � i � i , .. __t,--_T . . O ` . / _ - �t t r Dec- II-- R r 1 }.., .e.. ._..� .- ,._...,.�....4..,..,„...� " ..__. X- " EXPOSE T• �N` 'r' tt � 19 Q� aTN•a • C.eut-T2•a+ca i --' EUSE D e' CONTRAC i i i i a I i 1 a30V=TLLRE IZ u C.EIT-1 t PSIZtrlr} . u - S COORDINA I : 1 7 i i I I I DEMO ' ;' t R n4 AND ACC( t�- DEMO G{ EXISTING I, " LIGHTIN I I `r EXISTING u GOVERN REMOVE. SAVE. AND STORE ALL _ a s te:u oc i4 I LIGHTING. SENSORS, SMOKE _' ' { if4'-0"y DETECTORS, ETC FOR REUSE _ 1 =::-1:__�:e a fl o.,9 REUSE DEMO'D LIGHTS I13-21/2' = 2 r = = - i-r - -! ...__.,_.e (A) REFELECTED CEILING PLAN - STAFF LOUNGE STx�IP 1 L s 1/8- = 11-0" Na srn DATE REw RAMP T i ; -."`- S F-ft 3 R 11I i �.e CNF CO F *RA O1i9 € �'lit „� ea _ o. fr •• ({{' ROOM 1 jtI' 6 i „7,,,��y h e ARST. EA Ifil a - OFFICE I i [/ 4 'ewe.,� J�T J��. tY=E 243 Ts-. 4, ' r- 1 WAR f1 i f 'CGIt4Wren UTF IN it.... / »r v,� , °•�.,� 0,..„,_ �., ..�`• • B w n aura ros Tar ...„......---it. I; ! _ _ r""` li \ L-,.__ .- --''--- T, PRCLECT?MAGER ! p `'3�'••a , . SYSTEM FURNITURE $ t r■oEcr•■wTEcr ° j J �'`�.,.�J 9 I FOR REFERENCE •••�., >- „' NEW LANDING GATE �•,�•• .:x^"�+ F TS ' �•.� / i ONLY. PARTITIONS 5'-6• .-.. .1 R / � � RncEcr:u NeNms :"..-c-•:_i7tr..; 7p(# !'` .,,� ' ^ 0 i OP" "•� 7 TALL F010. t om#ligairi W EGRESS ...,.-„- --1 1 L l, ... OFFICE ....„ .. , •1 wARE \I� b.,: ��` I' ° L;4 ,` CHECK RESOURCE miff ► # -' ,,. I-zaa I �`".., 6 j I. c c3Et CE ` / I LIBRARY - OUIET CtTir` ------i „,,. .,../ D , 1S`, 2 1 I 4L 11. 2i3vrill,l f 21t t '_ 0' _ - _ _ e _ a,, r, f l t8 , .'`1 ji I •..,`,A-,. I "' •••••, i 'N.1. ti - Q - .,....�" �F:'IL�+,`. } `f i# `�. S ..• Y5TEM FURNITUREtEiii\ x it .f�_ �M1 .,. ni. / di - !r".-�,.� i HAT! . . ALp_ �.•..+, SHOWN FOR FENCE �„� n 1 wo■iEcrsix -' `_ / ••••�,_ g '-`•-, 0 - - — -s- - - — -1 22! I ONLY. PARTITIONS 5'-6� 12029 1REGISTEREO j R '+ i ,�. j 1 J. TALL F010. ,. t t ..,` .,,_ I WC ,.T 1 € ARCHITECT 1 t "�•`� It „� a ti 1 t29 L f WC 1._ r.,.r•,.. i OFFICE i ! . A 4 6' 4 6'-5 t \— " �� " y D I L L SHOWER � �.,... TL:: : - r , #. THOMAS D. EMRICH � `^-� f•_ .� °••s,., g • «�„� T`ar '^+, 3.3t ss� ;'yJ4--�- ,..,s,_.. 'A _ _.9 �„ ,_,. ' ;{ �• lSTATE OF WASHINGTON • gmilt..., Ft ! '�- _ _ �,_� ... ° , �..1. "1- / .I 1/~�77t�----- 9 „ ____, F:LF ;r FOR PERMIT t p D I •.. .s� ,. q5i _ f -,,. ^M1� _� ,` ,� f -- _ _ f• ��•.+ _ — - _ - — - - —_ _ N t F7USf „� B '2 ` - ?44; ! 4! ! *� �„ 0 F X )3/4 _ k 6 1 LIY o l�!LY !"t • "�.,,� � yr 1 1 �' 6 ,L-" THIS DOCUMENT HAS BEEN PREPARED f •�„ rOaM KITCHENETTE/ ' NEW OUTLET 'MICROWAVE). 3 S i(x FOR PERMIT APPLICATION AND IS SUBJECT ,! a o f t V-STIBl1L= KEY PLAN ti .d , �. I , 230 I gylA LOCATION TO BE APPROVED i III 1 TO REVIEW AND MODIFICATIONS BY /�� GOVERNMENTAL AGENCIES tj i ! N S el4/ * ` BY OWNER/ARCHITEfT ,, ` f ,'^`.. _ ` _ �rf '�".".,� I ` ,,�r/ `�r PiX • a 1�.,.s_..r.n�=�`• j f' BRE f v - o , COPY _ _�-.. 1 / Leca,b414 5.--0- . ` L3E� COMMONS BUILDING SECOND FLOOR PLAN -__ # 1 It STAFF I t i •/ ///��/ TENANT IMPROVEMENT rf SURFACE MOUNT �t ROOM ti _ /// E.� MAILBOXES FDIC ' tt 2�•a \ rz.: /., �-'` /t O r u �`, 1 EXISTING - - :..:..-,/ PRO.ECT NO. TL I �n SAVE t it 1 SHOULDER' DATA TOWER ``- n CASEWORK t u O' NO CHANGES. 03229.00 ` ;R....... f L.. / OR REUSE i �� SOUTH OFFICE o^� � t i� - I _ BUILDING 10 JUNE 20C3 - - — - — �-y-�� V~__ - - —- - T.■"'- 'ELBOW` PROW NECTxaa �n 4• r S:\ 2003\0000000\Cadd\ SV FLOORING COMMERCIAL ,, '; / Nye _. M GRADE NANNINGTON ASSURANCE � >/ RELOCATE CABINET '' r: AM& 16006 TOASTED SEASAME x ;� SHEET NU MBER REMOVE WOOD BASE. SAVE • REINSTALL AFTER SV STAIR4N •WRIST' A9 . PERMIT its TI SET • COPYRIGHT O 2003 MITHUN.INC. • • . • ci Q Zi g U 'ter IR 115111 • a, ) y,s, > (- W '^ 1 r•'�L, J.u.y.j; iy �M. 0 n G�•� �,: ��1J w:. ' 1--IFWe C E-I W Wi; I fZ F.,1.Y ,. Z aA z Es 41 IAINME NOR SWITCHINGVI -SWITCH E'1 STORAGE 4311 MpoaENnY. ' l: FWRFNA CET I - ��I I I ������������� �I I���� UPEN q, 01111' '� p ��-" SO ��____________ VEN:010 MACAWS. �� II I�Ilil!���I III Ir,ya vp F�d, �.�:. e, ���I�--' armor zcf) o�y, �II ''! HEADs ALor�c7L �� � �. l�ua��Ci;e� w�- wAt�Mm COATRR AT AY YOE EESTNG A  VMAIN MP OESf. N. E 2ND R_OOR PLAN EXIN - BA" rfGG ExTMaRSER PAILLS SEE ' ��II IAEXISTINGBLNEM STORE FRO:I TO - LErAA B/AP.T�� BOTIN PR VO( TROOFABOIC"n° ilisliNEviiii‘\,\,,,k,,\ -�-- BELOW �B ➢A PRWDE RRE ••}• � rc O ORpB 1 z NYArp J NO F M. _ • '�7: — NEW AS EXIST BL AT �'jr< - W /�� HARD CEILING `''<= :HAM DESK OD _ Fr CO U co • I I corE • 11 a LEsnaRE inn In' ' I I SECTION A-A Qi Z OD vTxaNu // I Iro I IxxR r1 O Iobu 1-ti O Z co , ,I ' ...\ .. — _ e —� 1 I m I 'ir _-_ U Z DO _` ��-�� _./1 /lip �i �c O NLmJ _I �_� I• iI� o - W F O W O _ ' . Lam ✓ IllYI� . 11U I W �Y a a z ( ....\ ' .J SYSTEM tuDRnMD� O R MOVE HEADS FOR x<Y. I PARnnOG 5.-n' 1 1 .1 TALLATION OF •• .. Rio LLING RACK REMOVE HEADS AND REINSTALL AS STORAGE e - EM NDX AND I REQUIRED PER NFPA 13 STANDARDS ("`�" r (` '1 INST SAS I /� CESSARY S 1 I ..'I„ � ... J t nxrcE Imr l-- 5I 'SYSTEMNRNI ADD 2 PENDENT HEADS AT RESTROOM ENTRY F� AND ADD 2 UPRIGHT ALONG NEW STORAGE ROOM WALL : ONLY. PARTITIONS I TALI, FAO. I PROCCT AREA PRNEGT MCA/I • F< • I NRNnIRE PARTITION • I!: : DOOR ICI N I� . ,_ i� SYSIETI FURN OOCi W/ NA91 EGRESS HARDWARE cn_N N WTp ... PURL-STAIITM R DIRECTION o< 1 T 1 1 L • M? ? NO A H O. • II '� •I _—--_ — j TRAVEL \ -•._\\ LADE Of EXISTING STAR g6? I Y R © `� Ppp�a�a4 N N SYST IN TNITORE \ / RAMPini CRE COTE. `�` 0.. O irs IQ 1 SHORN TOR ONLY. \� LAI __� En) bR f1 `.. Enx i•NNwro AUTa -\ - FOS f010. • • SYSIEY fLNAT1IRE - _--_. tar,FOR '.<>.� li \ EFERFNCE e-r / / �� — 1_f i1Y10 -- I 3ryryy��PARnnON3 B'-n" pFN(E ERP�/ m NO A *O. 8PR(eg l' il;,,,• I � — Iw 1HIAFST SInRAAE / / ., o �.� Q(sln • NO AUTO WORK •'1 ® ' I� 3 I� RF1HwL OOOC PARK / EXISIMG SYS , DER swo RMNNIa /'� �1 z\ Ep511NG W� ` • CHANGE TO THE cu.. NO /�: `, ' RE M:FIMD 6 5-C ST�V \NR EOVS A.v7. . 1 _ N NRflx1pRE pAY.SIRCW AREA `� _ _ AREA ONS IN THISL____; O , ,+ i , ' ® E 7 1 1 OO N9 Y4 F �. � � SNSCOI AREA ® `I\• �i I�� 410111. C 1r It 1Q '�E7 ® Tom. OEtYZ SYSTEM OR . .,910WN FOR x a'EN•_.. ONLY. PA BONS 5. , ierJ _ F1EO 1 .�r[w ire rAu. mn �� PIAI-o 110N of _ a SPI ; _ ,„.. , � � 111,, A \ �� / n M OAF" WCAIcr omn(uaoMIN000SIMell-\ (:------- o_ F_:_41EADER ``_._ I zoo 1 &; ' ard • — SfeAGE MOMI I YAxBOlES.FOO I TA,1 N•• :. !,+ <� ® '`NE • REMOVE WALL.PROVIDE - ADEQUATE SUPPORT TO TNC CPT TO REMAIN, i— a SY{IWwIQ .. a.. IAILE RELOCATE raw' R1NG PATCH AIR. LACEPOSSIBLE PATCHOWNER OR • YNPINCtOI NICE IROOA TOASTED AS IEIDFR 41µ WY,iN9E AS NL[II[U. REPLACE PER OWNER. MOVERCU BASE.SAYE REINSTALL pQA DID POINTS RUM TO Ai;R Sv STAR MAR DOSING I r� • WORK ROOM ♦MIAMR SIR ROOM ♦PORR/DATAt +PORE OATAt +SQAD CMIpHS-CHUM +SO-n,COO:A NSI-DM p 'Z 1st FLOOR 2nd FLOOR tir , • d T set nK frh �� g a %.. • lit I 1 i 0927204-1 0001 09/291'20099 002 102 Permit Fees 008219 $50 00 Engineering and Development Services re '4 L�Y � , PO Box 547,Anacortes,WA 98221 i Let -� TN: 360.293.1920 FAX 360.293.1938 •EMAIL: engineering@cityofanacortes.orgaQ� .Q ,y RIGHT-OF-WAY PERMIT APPLICATION App' ant shall submit application 5 days prior to start of work and application shall include: _till,Payment of assessed fee (2) Drawing illustrating proposed work and its location. See checklist on Page 2 of 2. Pl3) Liability insurance CG 2026 or similar. City named as additional insured. Minimum$1,000,000 each occurrence,$2,000,000 general aggregate and$2,000,000 products-completed operations aggregate limit. r' 4) f of both state and city business licenses � ) Performance Bond—Construction cost x 150%before work begins .r. (6) Encroachment Agreement Required To be completed by City: n Yes S'te ddress: City Approved Exemption ❑ Yes 'N-o '"' � EDEN ASSIGNED PERMIT NUMBER: r(o(k) - Roo - oleo{ Parcel �� �2 Owner Information (Required) Contractor Information (Required) Name ipitt_� e i C: 1.-i 0 "'� Name OakSki vR Address 1`o' ro Address Li2 O Asst,tLwevi City L -s (AA CM LZ,1 City %A .° fin 1 1. „'a 226 Phone ,-fix_2(70:77.-KAAtiq(2.99,11.000A PhoneEmail Email , Address -�"I..c�c �Sh c� . �� Address 1 WA WM--„ tie g�n-- ,(OAA Work Includes (check all that apply) or `�' Curb Cut 1 Water r Sewer - Storm Street Cut Vdewalk H Phone r Other Describe Work to be Performed: (Notification of Utility Companies is Required) 1—nS- \ke(6%. e szl w aaaess ` N. ixe. I i . i�--.__ ( " ty Approval Signature Dat By s nature below Applicant concurs that the Applicant shall defend, indemnify and hold the City,its officials,em- ployees and volunteers harmless from any and all claims,injuries,damages,losses or suits including attorney fees, arisi • •ut of f co ec ion with activities or operations performed by the Applicant or on the Applicant's behalf out of i-su o ,thii':-it,except for injuries and damages caused by the sole negligence of the City. Applicant Signature Date - I Final Inspection Approval Signature Date IF NON-REFUNDABLE PERMIT FEE: (To Be Completed by City) Fiat Curb Cut $50.00 ❑ Street Cut $50.00 • Inside Travel Way $50.00 ❑ Outside Travel Way $20.00 ❑ Sewer Inspection Fee $50.00 ❑ Sewer Re-Inspection Fee $25.00 TOTAL FEE ASSESSMENT $ A Site Plan (to scale)must be attached that include all of the following: This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improve- ments may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submit- ting your application. • Draw the plan to a standard Engineering Scale[1"=10', 1"=20"etc.]on a minimum size sheet of 8'/x 11 and a maximum size of 11x17. • Include the owners name,the parcel ID number,site address, north arrow,drawing scale and date. • Include the contractor's name,address and phone number. • Existing Right-of-Way lines,property lines,edge of pavement,curb/gutter,sidewalks,driveways and plant- ing strips with dimensions between each. • Adjoining street name(s)to the reference property. • All existing public and private utilities in the area of the proposed project(Water, Sewer, Storm, Phone,TV, Gas and Power),dimensioned to the edge of pavement,curb/gutter,sidewalk,driveways, planting strips. • If applicable show easements,critical areas such as streams,wetlands and steep slopes. • Proposed new construction.The proposed improvements shall be shown in heavier line type than the ex- isting information • Dimension the proposed new construction to the edge of pavement,curb/gutter,sidewalks, driveways, planting strips,or another identifiable site feature that will help identify the proposed improvements in the field. • Erosion Control Plan. • Traffic Control Plan per current MUTCD(See standard drawings at http://mutcd/fhwa.dot.gov). If the work requires any lane or street closures,the City of Anacortes Public Works Inspector must be notified a mini- mum of 48-hours prior to scheduled work for proper public notification by the City of Anacortes. Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of-way must be bonded. The applicant and owner must use warning signs,traffic control,and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of-way to previous condition. Perma- nent restoration may include overlays of portions of the right-of-way and restoration of landscaping which have been disrupted by excavation work. The applicant and owner are liable for damage to public and private property. { Page2of2