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HomeMy WebLinkAboutPermit File 416 34th Street sJ 0 COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM2001-00116 P.O. BOX 547 APPLIED: 7/25/01 ANACORTES,WA 98221 ISSUED: 8/3/01 (360)293-1901 EXPIRES: 8/3/02 SITE ADDRESS: 416 34TH STREET ASSESSOR'S PARCEL NO.: P78019 PROJECT DESCRIPTION: Tenant Improvements. OWNER CONTRACTOR LENDER SAN JUAN COMPOSITES LLC 502 34TH STREET ANACORTES,WA 98221 299-3790 1 TYPE OF WORK: ALT AREA(SF) VALU: $15,360 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 8/3/01 $138.94 ' INDUSTRIAL BASEMENT: SIDE(2): PRMT MRD 8/3/01 $213.75 OCCUPANCY GROUP: GAR/CARPORT: REAR: PMEC MRD 8/3/01 $74.25 OTHER: REQUIRED PARKING STBC MRD 8/3/01 $4.50 TYPE OF CONSTRUCTION: TOTAL. Total $431.44 NUMBER OF UNITS: ACCESSIBLE: OCCUPANT LOAD: STORIES: COMPACT: BUILDING HEIGHT: IMPRV SURF: ------------------------ CITY OF ANACORTES MechanicalEquipment Plumbing Fixtures MUNICIPAL BUIL➢ING 904 6TH STREET Equipment Type Quantit Fixture Type Quanti (360) 293-1988 Ventilation Fans 7 FINANCE DEPARTMENT CA 03 200i SHIER ID:M 3 ®2 592pa !Ill!!! 2001 1120 BUILDING PERMIT FE $138.94 1120 BUILDING PERMIT FE $213.75 $74.25 1120 BUILDING PERMIT FE $4.50 3042 DE° STATE BUILDS --_--_--- TOTAL ➢UE $431.44 RECEIVED FROM: SAN JUAN COMPOSITES $431.44 OHECK: ----------------- TOTAL TENDERED $431.44 ----------------- CHANGE DUE 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. _ A4 , 4 Issued by plica or ner's signature 24 Hour Notice Required For All Inspections U BUILDING PERMIT CITY OF ANACORTES PERMIT NO.: BLD2001-00275 P.O. BOX 547 APPLIED: 8/3/01 ANACORTES, WA 98221 ISSUED: 8/3/01 (360)293-1901 EXPIRES: 8/3/02 SITE ADDRESS: 416 34TH STREET ASSESSOR'S PARCEL NO.: P78019 PROJECT DESCRIPTION: Install new sign. OWNER CONTRACTOR SAN JUAN COMPOSITES LLC 502 34TH STREET j ANACORTES, WA 98221 Primary Phone: Primary Phone: Phone 1: 299-3790 Phone 1: License#: TYPE OF WORK: ? AREA VALUE: $ 100.00 TYPE OF USE: SGN LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: INDUSTRIAL FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: 2: REAR: ft 3: 4: OTHER: sf CITY OF ANACORTES MUNICIPAL BUILDING Construction Types NUMBER OF UNITS: (360) 293-1908 1: 2: STORIES: FINANCE DEPARTMENT PEG-RECEIPT:03-0106821 C:Aug 03 2001 3: 4: BUILDING HEIGHT: ft CASHIER ID:N 2:58 pm A:Aug 03 2001 FEES NOTES: 1120 BUILDING PERMIT FE #12.19 1120 BUILDING REKNIT FE $18.75 Type By Date Receipt Amount 3042 DTOGU STATE BUILDS #4.50 — PLCK MRD 8/3/01 $12.19 TOTAL DUE $35.44 — PRMT MRD 8/3/01 $18.75 RSANIJUA FROM: 5RN JUAN COMPOSITES STBC MRD 8/3/01 $4.50 OHECK: $35.44 — Total: $35.44 TOTAL TENDERED $35.44 — CHANGE DUE $0.00 — I hereby acknowledge that I have read this permit and state that the above int ply with all ordinances and state and federal laws regulating activities covered by this permit. - Nke Issued by'��Q3 - 1 Appl ca or er Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections PLUMBING PERMIT CITY OF ANACORTES PERMIT NO.: PLM2001-00020 P.O. BOX 547 ANACORTES,WA 98221 APPLIED: 7/12/01 (360)293-1901 ISSUED: EXPIRES: 7/18/02 SITE ADDRESS: 416 34TH STREET ASSESSOR'S PARCEL NO.: P78019 TYPE OF WORK: New TYPE OF USE: Commercial PROJECT DESCRIPTION: Install plumbing fixtures in newly constructed building. OWNER CONTRACTOR SAN JUAN COMPOSITES LLC COMMERCIAL PLUMBING 502 34TH STREET 1023 E. COLLEGE WAY ANACORTES, WA 98221 MT.VERNON,WA 98273 Primary Phone: Primary Phone: Phone 1: 299-3790 Phone 1: 360.428.5636 License#: Plumbing Fixtures Fees Fixture Type Quantity Type By Date Receipt Amount Water Closets (Toilets) 4 PRMT MRD 7/18/01 0106757 $139.00 Lavatories . 4 CITY OF ANACORTES $139.00 Kitchen Sinks,w/Disposal 2 MUNICIPAL BUILDING Urinals 1 904 6TH STREET Drinking Fountains 1 (360) 293-1908 Floor Drains 1 FINANCE DEPARTMENT REG-RECEIPT:03-0106757 C:Jul 18 2001 (additional fixtures not shown here) CASHIER ID:M 10:38 am A:Jul 18 2001 NOTES: 1120 BUILDING PERMIT FE $139.00 TOTAL DUE $139.00 RECEIVED FROM: ALAN PERKES OHECK: $139.00 I hereby acknowledge that I have read this permit and state that the at to comply with all ordinances and state and federal laws regulating activities co TOTAL TENDERED $139.00 CHANGE DUE $0.00 0-1444 Issued by App ant or Owners Si ature CONDITIONS OF APPROVAL : 1) 1 of 2 C MECHANICAL PERMIT 0 CITY OF ANACORTES PERMIT NO.: MEC2001-00037 P.O. BOX 547 APPLIED: 6/20/01 ANACORTES, WA 98221 ISSUED: 6/21/01 (360)293-1901 EXPIRES: 6/21/02 SITE ADDRESS: 416 34TH STREET ASSESSOR'S PARCEL NO.: P78019 l TYPE OF WORK: NEW TYPE OF USE: COM PROJECT DESCRIPTION: Install new mechanical equipment into new building. OWNER CONTRACTOR SAN JUAN COMPOSITES LLC 502 34TH STREET ANACORTES,WA 98221 Primary Phone: Primary Phone: Phone 1: 299-3790 Phone 1: License#: Equipment Fees Equipment Type Quantity Type By Date Receipt Amount Air Handling Units 2 PRMT MRD 6/21/01 0106593 $263.85 Boiler/Compressor>50hp 2 PLCK MRD 6/21/01 0106593 $47.50 Ventilation Fans 4 Gas Outlets 1 Total: $311.35 NOTES: , I hereby acknowledge that I have read this permit and state that the above information is •rfect, and gr o comply with all ordinances and state and federal laws regulating activities covered by this permi j /IN Issued By: Appl';-= for ner s Sig lure 24 Hour Notice Required For All Insp lions ®� II MM M M M1M'Iup CONDITIONS OF APPROVAL: NW II M4 M C.I. M W rum, U _ _= II wa a""" H fln it h1--1F-MWUQ II o6l_W19L II OJWO'I� 11 U=1-- 1 a ® II WW W C=F- 1 6M 2 11 LL W ^.J W W Q U}T W 4'I IPJ II n- C a --1=N00M II ~H J W �Q0,-.U�0, H a�Y'1,�y= 1-- W 0 TU.40= 1 11 66 I= = F- s2 1-I- mM¢M a0". =CO ii coo Q 0i 0= = 1 == Ca a- W 1- 11 i- 8 a.G 11 gG ISi-S F- W II - U CC 11 = W.,'} O 0 Wa II tiff W2 W WQ u S NM 11 4--,� ,y MO 4, a ' BUILDING PERMIT (- ) ' CITY OF ANACORTES PERMIT NO.: BLD2001-00098 P.O. BOX 547 APPLIED: 4/12/01 ANACORTES, WA 98221 ISSUED: 7/11/01 (360)293-1901 EXPIRES: 7/11/02 SITE ADDRESS: 416 34TH STREET ASSESSOR'S PARCEL NO.: P78019 PROJECT DESCRIPTION: New 90x250 manfactured area with 15x176 office area preengineered steel building sprinklered. OWNER CONTRACTOR WILLIAM WOODING 13540 ROSARIO ROAD ALAN PERKES CONSTRUCTION ANACORTES,WA 98221 17713 B DUNBAR ROAD MOUNT VERNON,WA 98273 Primary Phone: Primary Phone: Phone 1: 293-7332 Phone 1: 428-0255 License#: LIC ALANNPCO200B TYPE OF WORK: NEW AREA VALUE: $ 784,000.00 TYPE OF USE: IND LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 320 1ST FLR: sf ZONING: INDUSTRIAL 2ND FLR: sf FRONT: ft Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: F1 2: OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TOTAL: 1: 5N 2: STORIES: HANDICAPPED: 3: 4: BUILDING HEIGHT II ,M9mm9®wll® co m :< C RIM II sOY7MSLLWM[T In IA in M II ,M Mu, `T -P V' -CH FEES "�^~"I II R; t+S lfl I`? In in - - H II «.�. . — — OF 3 a 'I >[J I.H,I II Type By Date Receipt Amount 'I,_coW0c5 i c=W®IC II ESPL MRD 7/11/01 -$2,640.00 ���^ ® o IIIt'WaU;WWW W 0 CS11M3.1,1J II JG I i- a CC a PLCK MRD 7/11/01 $2,357.88 ZJSNqri IIIHLI"-I'I`w1-1-7M W W - - ¢I- 51 .• n m , _aw is a = ' PRMT MRD 7/11/01 $3,627.50 �P om Wim r II WWW�SWWWW o m IW- c ¢0-t.3-1 I II P.O.1--W I-3.0.H I- S x — STBC MRD 7/11/01 $4.50 "'am=ate H earn,w¢otnn a4 a 0= H .. 11 Z'=wmaaa 00p H SEWR MRD 7/11/01 $3,085.60 0.� II JJ[=SW'-'000 W3 O W H HH033-HNH aT (additional fees not shown here) Total: $11 I 958.48 ww II o=HW W== '.. „ — 431-1 II ,LSa[fialS lltN ,}�,J C 12 II C CwNMMIMr+ WO 0 MO II ++-1I'v-19�M�tiC W3 = I hereby acknowledge that I have read this permit and state that the uuve IIIwirnauori Is co rr ect,ana agree to mply with all ordinances �and state and federal laws regulating activities covered b ,this rri II ry. fl C Issued by pplicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections l t 4 �_ BUILDING PERMIT CITY OF ANACORTES PERMIT NO.: BLD2001-00097 P.O. BOX 547 APPLIED: 01-04-12 ANACORTES,WA 98221 ISSUED: 01-04-13 (360)293-1901 EXPIRES: 02-04-13 SITE ADDRESS: 416 34TH STREET ASSESSOR'S PARCEL NO.: P78019 PROJECT DESCRIPTION: Foundation for new Construction of a 90x250 Steel Building OWNER CONTRACTOR WILLIAM WOODING 13540 ROSARIO ROAD ALAN PERKES ANACORTES, WA 98221 17713-B DUNBAR ROAD MT VERNON,WA 98273 Primary Phone: Primary Phone: Phone 1: 293-7332 Phone 1: License#: LIC ALANNPCO200B TYPE OF WORK: NEW AREA VALUE: $ 45000.00 TYPE OF USE: COM LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: INDUSTRIAL 2ND FLR: sf FRONT: ft Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: F1 2: OTHER: of REAR: ft 3: 4: - CITY OF ANACORTES Construction Types MUNICIPAL BUILDING — NUMBER OF UNITS: 904 6TH STREET 1: 5N 2: STORIES: (36B) 293 1988 3: 4: BUILDING HEIGHT: FINANCE DEPARTMENT REG-RECEIPT:A3 0106331 C:Apr 13 2001 CASHIER ID:M 9:59 a® A:Apr 13 2001 sf FEES NOTES 1120 BUILDING PERMIT FE $311.35 Type By Date Receipt Amount 3842 28 DTOGUI STATE NG RBUILIT DI E $4$4.56 PLCK MRD 01-04-13 0106331 $311.35 TOTAL DUE $794.85 PRMT MRD 01-04-13 0106331 $479.00 RECEIVED FROM: — I STBC MRD 01-04-13 0106331 $4.50 1 QUANTUM CONSTRUCTION I Total: $794.85 OHECK: $794.85 TOTAL TENDERED $794.85 I hereby acknowledge that I have read this permit and state that the above CHANGE DUE $8.88 omply with all ordinances and state and federal laws regulating activities c ver c _ -.) - 1 Irn.---CC-1 t ,)'e o±b-f 1 729.' Issued by A pl. a t or Owner's SignatL re CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections ..: .�,kca»"o55.z:,>^...�"c r,.,.`G?y.«#_,>y<s;•:i«yriE<%: :.. .. . .2. :3. ,.ax. ,»zi,,, :........ .j.c<:x.>xgg.<Y..iaF`:;«yi,>,tt>u:,:::E<k>sz<:<:.:».;^ci" .... <.,n,,..v 1. , : E,. zs.E,.» F-� {.^",»r" y y..Y.:{wk:.i- .a4" 7i'y«%:�nl n%.2E€:fi�S�:f`Y]F:'>' :.vj.. q A,,,,„l,.5x.».,,,?,,0 rug: . .fOr�,Yow''a'<- .<>. ,( :. j..£. ; .j ru;lif ;`39r'!rlfTx"Y�5'._ ua.Fxounjr6i�.aho. Y�"c<rnrtN s�i:^c°:gf3e.vo l4F,�.! :a�".:: „TieA� ,]��y��_ �j`, f�i.FaV.C<}«id:frlk cv<:f�.n'i�dx'�y v<Yl. <+iY}o:<!14 �.^:�yG. r yif.c `.'A':Socko�a.J ..:F..Y><Y.Y;�s:i, � ��#:�: ' �<F�l}::'' �Rl. !� x4fi:c<.q<:F«.^,5`«Y.cp'"f,NFy..:f:A.j,35"iy< <,.n's.m<:l'f .f :: j s9: ,. 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'^>3,: .,F Fr.>,,k^,.«ur,.anlL'ti` f� <r,�"' R.,aoyvzc .,A v -<s'o?asS,. ,.. _ n.,g. _ :a2.&r $E?klrl.:$A ..rFF'cja :,`<:lf$y f % fs:cjF;YhE� o ���<<`: : :,nay�,.a«yF uy.^,, ;r:rrv-: 'z•. .:Y..A:' �`��`^"`i�Y,lok.�u,.rN�'�`f`:of'Y,:}�o::vnE^.v:::.�j<x...>E :�/! 51} '.jE: .'T�..':Y� ���53.:u o' .:7 .��.,>fi`F 1�l3' ... .... :.. ..o .oG:.o:.o< n..a.}.aa....:..£�€<><xv'Gt F.:> Y:}�4:Yg:?� n! )tEADDRESS: f'/G 3V' Cvle-67ET ASSESSOR NO.: 7-710✓7 LOT: Y BLOCK: 7 ce DIV: 4IM OW , /fie/,ADDITION: „-,. �... :.:..:.:..>naa,.>„Y.,. xcn v".a».v :.. ..«<»� .aan.x::cxs::«c:-F:.xaF:>>:os aF:.:.:.:a,:.. >:«.:«<'`c. s<x.:»l �ga;�iry - x.:. .»..:r'« aa: `.S «;xw: 'c>-`",,q,.:<�Yt�y`�y�yty� ar<kn`1 _ ` < ,'�` �tanau«r :aye.: (.»«>w.-<k�.�s<a»....r..>::t_7.n�Ft..,^.�"ttn" .�«a.nY>.` �'�za.:<:.�`EF:r.r. ..... . ...:<... ..k>x.,. .: ,... .5.....F.,:::.........»-.^-< -"rFvJkiiw�..k>��1Gl�:x< : �n,.x.>h pia:»«.:>..w:�o'u>':'::FQ:Rk�",.t:..�%src V V.>.,3J��`.Cl..'.,.�•:.`+.[:F::VY'{'`?,ui'�h t Tal Name: Name: Name: a'G1 ng a✓• C2J l//✓G' ok,4v&-e �,'C/'/✓ �, � / '�S �Otl�! 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A...:._:.:.>cc.^.,...:,>>:<c....::nzyn«:<.<.r:>..;.a....fxa:.y2vsk8F:: FLa:.,C«vc ......:.::. ..:.. (Check One) Single Family: Multi-Family: Apartment: Condominium: _- Senior Housing: i ;tail: Office: 1/ Restaurant: Manufacturing: / Storage: Bank: IAssembly: Accessory: Automotive Repair: Other(Specify): DESCRIBE OF WORK: 'X 2So' `Ylli JQYtous zy /S X /74' defko a.,yyp go-$sar 90 t,k,o/ Sae 8ht Sin-ink/es? She. s-»-.<Y:a»:,:a",-^h .x «c.» «a�b:<f. AS.«:ar:Y%::e=x,..oa,nn]o'..<:..,;:....: .:.>n;,>;:.,..>..,«c>. ,-. . .«..x..>:j . , .,.:gx..a,»... ... .._...::..a...,,:..:.,...x. .>.>.>:v.:::.., v.,::.,:Fas.Y<::as:a:-:.:::<s«<:a^:�:;.,.^:...>,<.<a<a >�:,.:.n>..:..�..x<c .c� x,.<.J .:...z..x«Ae :as<:an>na<..rc,..<:.:r:ao.,'<n.;.Sa»..xF.>Y «:.{}. . ..x.:J y,..Ymvod ..:,v c._m.«uv :F«u5x»x<:ofa..x:,»:o:,, .. ..:`: � :. .. ., . ou...,. 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Street Setback: ?J ' ft. 2nd Floor: if. (Circle Y or N) 1st Side Setback: .222 ' ft. 3rd Floor: sf. 2nd Side Setback: /47 ' ft. Basement: sf. Shoreline/Wetlands Y Rear Setback: sae ' ft. Occ. Group: F / Water on/Adj. to Property Y Use Zone: jirdante, ,/ Carport Area: sf. Soils Report Y Type of Construction: i,(/ Garage Area: sf. Sensitive Area Y Lot Area:/o$ysssf. No. of Stories: ) Latecomers Agreement No. of Dwelling's: r Building Height: ;7' Fire Hydrant(250 FT) 4 N Lot Cove e: S o„'.0 dci 4 Deck Area: s£ Variance 1st FI sA39 £ Covenant Y le.` Project Valuation(Labor and Material Cost): 4S d 2 9/ 06 a— 7& ,Tlhli ^'E/J, apt cc.ndeJc Th 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 "'9NATURE 1 HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN JFHORIZED AGENT OF OWNER ALL PR ISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED W- ITH WHETHER SPECI EIN 0 NOT, LUDING CALLS FOR INSPECTIONS. SIGNATURE: , / / DATE: Z 7-05/ co_619-1141//GC((/C�/ ,,,,"'. /k✓-s/7 > °)(JLG'.CJO �/2.3/0/ �3q - l s( (p � Lk l.aoo�.^ City of Anacortes Summary of Applicable Fees Due Prior to Building Permit Issuance (Excluding Building Permit Fees), Name of Applicant/Project:S I,— Site Location: t— U. 3 • Date of Application: a/a-110 Place a Cbeck Mark Below Nat to Item that is Applicable yeaSanitary Sewer GFC $ 1-6/ D g5 ,,(sT i] Storm Water GFC $ Wct,vc30 OkiL"G- Oki) Engineering Plan Review/Public Works $ Lobo . O,0 Impact Fees/Road $ 5 J 63 c'-� Impact Fees/Fire $ 95 dig Impact Fees/Parks S Total Fees&Charges Due $ © g (9 Q Comments &Conditions: SCa o J - e=1.02+h. U a ^'a TH q��.c �oavac S Qwx Ol ‘ I if)on 01 , *44000> June 14, 2001 To: San Juan Composites File From: Bob Hyde, Director of Public Wo Subject: General Facilities Charge for Stormwater- San Juan Composites In accordance with Municipal Ordinance 13.10.040, this project qualifies for a waiver of the General Facilities Charge as a result of the stormwater system directly discharging into marine waters. Cc: Bill Wooding M.T.C. RECEvER Materials Testing & Consulting, Inc. WEER AE Report 1W 1004 FIELD REPORT Materials Testing &Consulting, Inc. FILE NO.: 010808 777 Chrysler Drive DATE: August 7, 2001 Burlington, WA 98233 Phone: (360) 755-1990 PROJECT: Ssn_Jusn Comppsits Fax: (360)755-1980 ADDRESS: 416 34`h ST CITY: Anacortes, WA CLIENT: Alan Perkes ENGINEER: ATTN: ARCHITECT: ADDRESS: 15358 Sunset Lane CONTRACTOR: Alan N. Perkes Mount Vernon, WA 98273 PERMIT NO.: BLD 2001-00097 Time: AM/PM Temp: Arrived at the job site as requested by the contractor to inspect the bolts. The A325X3/4" bolts were tightened using the turn of the nut method. All faying surfaces at the bolt areas were in contact and the bolts have been tightened and accepted per codes and plans that pertain to this project. \\ REPORTED BY: Jim Lucerne, WABO Inspector ----- REVIEWED BY: Niall Hackett, Technical Director U DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All results apply only to actual locations and mmennls tested As a mutual protection to cholla,the public and ourselves,all reports are submitted an the confidwnel pmpeny o(ebrnto,and nulhonrmmn for publication ofstmemwts,wnclnuionn or extracts from or regvtliog ow reports is reserved pending our wnitm appmvol. 1710 Midway Court • Centralia,WA 98531 • Phone(360)330-7926 • Fax(360)330-7946 Rev.10/00 J ' 1 1 co m 1 Ql oki5 3 A ', o 7 31 "/ vI I3 [ N fivIA daelli I -N o2. 1 etidC -61 "J /vs. x..E- D 30c4 z ii s�,,a .ram 1 .. Soo,a, ___J al I,h 1111 IIWI II 5 tin?v} _IAd is I 'e/'91. `y�'6�7 m trvxi-.w� 5G7..ao2 n 5"4kaS 1"fAsuo u Wind typo-9 'r�at. .3h Joica co . CV ���W w • -'lint tt4: 1 ! I• �9 111 b,C�fgyf-d 3 db J Joo�rd '1n', awM /� ntWr9 I _.. 1 ���Q�,nfy .ty,...r }a�,.�$ I 1r vnoaj r o,. „,u `Mw . i . , ... 7-18=2001 3:37PM FROM HANDY' S HEATING. INC 350 428 1993 P_ 1 I \ A. I t t. 7 T , Z. V y c L 3 rn Iii 0 ,n • •r . .., RK ADDITION . .. , WM. WASHINGTON I I j , . . , , H 41 1.111MIS • SCALE: /"=ZOO' i I I 1- ( "' 1 I- 0 717 �t CONCRETE MONUMENT I z I 1' I 0 t • I F 1 b • i ,•• z 1 I cc 1 1 it I. • I � 1 tS M I r. ' " :'' 14 1 �w 7 V�� \N�/ I a I ._ 1\A 1 , z lint 1R•1935,OS N ! a I o \ ,ya O$46"S 1 cc • z ) I . .. I yti4'g2'' 40.00 I - I I- ;•.I '., • ••/(24035.8) 26 E $ 1 I • I 1 I .f'' SN°2p 65, 02 SOUTH I : 11 ~ •• ''`• •I 25s9 • 95.00;,4040 •••..• .1. 1 )I I 15.00t I' 'I3 j .j . ,3 � ,8 .0252‘ 0.961? 1- • itL,� I v325. • ®�52 I I I y � 1 kk I\O tSOUTH A1 iio.00 (432155b') /9209ert - -I 1- - IM 1Tg9aII g aryil : 't` . m (72123.6) H. (41491.2) a i- Q 4.1 >L aoaoo 51 53 °i ` • 54 ,00� 1 1 � • �96 w ~ 166,OC tn O1 28 m 363.01 ' "SSU4H , i um I ' I •• M I M ry 3 • V:t•,. 00 M, 0 N igi '� , Mv, (6449571 4 N (81545.7) N N • Itens.: I cnr 49 in 50 I II CI 257.93 363.0303 :• '24'O0 I 701 20o- 15.00 4_ L1 L._ - WIDE 591.28 * 591 2ORTH S9 NORTH 0 • • 41 ,• a r•,_ - - - - :,, 255.60 255.60 240.92 25611 ) : . • 1 N N N N N N h (50339.2) ,, n (49847.9) n (49847.9) n (46985.i) (499471) vi w I )• . • en 15 0 _ 9 a, 4 3 I :r.1: • w 258.22 255.60 255.60 240.92 256.11 M 0 0 I 1 I N O N nO N N N C) N N NCO r N ( I I ,-. in N 1D�.(50378.8) N F• M n (498479) n (49847.9) m o• (46985.1) in (499471) o IrT (:.: ._ i . - m('it...J 14 T W T` °i 111 a' 8 Tile- ?.. 5 3 2 �- g F- :..i.. 0258.42 1-F3 255.60 255.60 3 240.92 256.11 W r I fn o to / I I1 (54297.9) O m o (53681.9) d_ (53681.9)I o 0 N m a (5osse.W d 0 (53788.7) o 40=1: : :I , •: 13 Nto2 N 12 N 7 (NI 1'1) 2 N 6 N I N I-1 .11. .. 1 258.64 255.60 (,�2�55.60 24092 256,11 m(•- ' - ' I 15.00 �,¢1 .1500 / 15.00 ."4C140 15.00 51203 C 15.00; : 150p I 511 20 C '7668.1) (7666.0) 0(16681.5) " L - -I L - 591 20 NORTH 591.20 NORTH 592.03 m NORTH 0 .4Q 00 1 1 I I 1734.421 I 1 1 I j j 11 j.ao.00( - -.1 r i I I I I I I 11 POINT OFBEGINNING I I ! ) .• I I • 1;I I I :),I ) I ? 'r,l. I I ....,- I 1 :.,.. 1 I ..1:I:. . 11 1 I . II 1 1 11 ui .. on 'aet to an intersection with the easterly boundary of the AI'1'KUVALS uurlington Northern Railroad right-of-way, (formerly Great- Northern Railroad); thence South 23°55' 10. East along the The Planning Commission of the City of ANAC ORTE easterly line of said railroad right-of-way a distance of �.64 feet to the South line of Tract No. 4 of said Plate 11 did find that this plat of itswrittenANACORTES INDUSTRIAL of Anacortes -Harbor; then outh 89°58'55. West along the�-0 uth line of said Tract No. 4 and said line projected its Secretary to execute written approval I west r-1y," a distance of 54.- 9 feet to the westerly line of said railroad right-of-way; thence South 23°55' 10^ East along said railroad right-of-way a distance of 115.61 feet to the beginning of a curve to the left having a radius of Examined and approved by the City of Anacortes, ' 1935.08 feet; thence southerly along the arc of said curve through a central angle of 1t 08'46. a distance of 38. 71 feet to the East line of ^V^ Avenue, thence South along the East line of •V^ Avenue a distance of 149.58 feet to the center- line of 34th Street; thence North 89°59140^ West along the centerline of 34th Street a distance of 80. 00 feet to a point; thence North 40.00 feet to the southeast corner of Lot 20 Block 28 in said Beale' s Maple-Grove Addition; thence Clerk-Treasurer Mayorl North 100.00 feet along the east line of Lot 20 to the Northeast corner of Lot 20; thence West along the North line of Lots 20, 19 and 18 in said Block 28 to the Northwest corner of said Lot 18,South along the West line of said Lot 16, and said West line produced South 140 feet to its intersection with the centerline of 34th Street and the West line of lot 18 extendsd thence North 89°59'40^ West along the centerline of 34th Street a distance of 1429.06 feet to a point (/ bearing South from the point of beginning; thence North a distance of 40.00 feet to the point of beginning. RESTRICTIONS All rwners and redevelopers shall cooply with the Urban Renewal Plan as adopted or hereafter amended by the Anacortes City Cnnncii All redevelopers and any successor shall agree in interest not to discriminate upon the basis of race, creed, color, or national origin in the sale, lease, or rental orin the use or occupancy of the property herein dedicated or any part thereof or of any Improvements erected or to be erected thereon or any part thereof. Tracts detsl:gnatgd A:, B, C„ D,.E,"FrG, Hand I are -hereby reserved for and granted to the. City;u.of Anacortes and its successors and assigns for the 'purpose of ;ptovid-ing landscaped buffer areas -in accordahee with and for the ,durati'oh ' of the Urban -Renewal Plan EASEMENT PROVISION An easement is hereby reserved for and granted to the City of Anacortes and its successors and assigns under and upon the North 30 feet and East 65 feet of Lot 36 as herein platted in which to install , lay, construct, operate and maintain underground utilities for the purpose of serving this subdivision and other property with water and storm and sanitary sewer service together with the right to enter upon those portions of lot 38 at all times, for the purposes stated. ENGINEER'S CERTIFICATE I hereby certify that this plat of ANACORTES INDUSTRIAL PARK ADDITION is based upon an actual survey and subdivision of portions of Section 19 and 30, Trip. 35 N. , R. 2E W.M. that the courses and distances are shown correctly thereon that the monuments will be set as construction is completed and that the provisions of the platting regulations and statutes have been fully complied with. Ricki V. Hermes, Professional Engineer Certificate No. 12636 II 71 - s 79 004 STFVENS - ES. RUNYAN INC SEATTLE SHEET I OF 3 Hd 71- S-379.004 T V fad RII:S., S E EN f .,. .. .,. ....„ O1 t U 4 5 4, . , .. 6 C 8 .. . ., ..,. �9 (), 10 . . • .. .. 1 , e. /I ii li:‘ l.i. . . . I I I 1 259'-0' I I I I f/ • 1� !' 24-0' 25'-O' 25'-0' 25'-0' 25'-�� -0' --_�5'-O' 25'-0' i, 25'-0' 24'-0' 1'f•CARLETTI ARCHITECTS P.S. w 24 .�- FAN a \ / \ // �/ / \ 1 2., 8PC�9 lYe et planning • I _._. .. i -... .._M. _._. . eL. CATTLEI -� FAN ; r; WA 9873 RAI• 7 IMAM (TYP 3 SIDES) BENCH �;► JuPI!!SJr TJI4 SJ-550 424-5726 • I \'JIG / FM 1 �n<:( 6 6 ,3 WORK BENCH �ga 4X12 HEADER 4X72 HEADER 4X12 HEADER l 4X1�HEADER r \y ‘% Off' '� PRE-MANUFACTURED _____ _ _ ! 2X6 WD STUDS dy ,�� 00 PAINT BOOTH INSTALLED °' v • 16 O.C. (� d /I PER MANUFACTURER SPEC 8' DOOR WI 4X12 HEADER ( ' 10 C-1 3� ' - 4 LOCATIONS (TYPI �` /� q CHOP SAW I POJ-n'� ' 13 t � - I ��C�G`i�/ ,� C;," 1 fc o1a� U th C� OF 19'-10 i' / 19' 10' I` 20'-2' 20'-1 Oi 'y� ' ��(', O O n � � v � h I yid • cy /' ii\t>:04r CO —_ F2 �7. A NEW BUILDING FOR: el t), 0?) ! ITES TABLE SAW ,/ �N I �� / ' \ `` �A. �' ) "-----..„...H._ .. 98221 PRE-ASSEMBLY 114 • CONC CONTRACTOR: I l I ALAN N. PERKES IOUGE'g�q dnow CONSTRUCTION & DEVELOPMENT MANUFACTURING F £LZBs drn•3�3b�o� . Sae 17713-8 DUNBAR ROAD l — / 113 • V CONC MT. VERNON WA �ti—� N altos L' a Yjo�v� ao .I on / o�N���ad��t ,t,atr,�p3� 98273 I \ / I 10tl1N I \ • 21 B ER ROOM LEAN-TO 22 OFFICE LEANON-TO TO MATCH A c" O OFFICE LEAN-TO CON �y i I 17 I I I I I FE❑ , / see COVER SHEET ADA DRINKING F UNTAIN / FOR REO'O TO COMPLY WIT WAC 110613 1-HOUR WALL FOR CLEAR FLO R. CONTROLS. 7 -----.,,,_ '®i''-10' 15' 10' 3' 6' 6' REACH, ETC. 32'-0' 13'-7' 8' 9' J 71'-4' �0-219 e {/- (21 LAYERS 5/8' X / TYPE 'X' GWD 15 v - 12'-8' F'KOJt(. I NUME3tR:1: II� 1i 14 3F® ❑ �i '! •4 3 7 FE IQ Hi H\ LI w•1� e c�ocK ■ '� t/ GV_3 @OILER ROOM i - ! It �' TIM F�'i-a-tf . ,� 1 - � 1-i-r _1 .� �'1 + L � � �• ' yam- i-� � ' �� +� t ■�y`_i. RE1 T00 _►� 113 CON — F ROOM :_.► :,T 5 5 � ■d � °z , � �� WAREHOUSE � � � . *■/ A F.F. 36 OCONC. w I 109 108 f l . L t . x i . t -+rr' ;-� __ _/ ` i a � VISIONS) F. • � / > i �_ CONc CONC ✓c ■■ ` ` 4 .�;�� .� -- ' r :� :t MARCH282001H-514 _ @REAK ROOM e r MEN • - 7- ; , � -loe -104 . t -_ =r -�, 1Q , -;.,-:10 --�-$.r r Ot - f-112 110 � I � T 1 _'-H + +-" * I . CT.,.' ADJUST CALE41 dS2?± ■ yCOMPRESSOR �_ ! • , J CONC, • t0 . : 'VC . teh' o wn 'CATTLE GATE HAND �� MNT URINAL coNrROLs 5 -23 -10I 1_ 6' 3 ' —_.� 4/01 TENANT CHANGE RAIL W/ STAKE POCKETS \ SOR / 8 -7 O J OA 0 .K- OAO OA O 0 \ 26'-0 i' f DRYIE jCOMPRES� - - 17' • F F PER WAC • - - - BOILER ROOM 18' 0' ; '-0 . 0. 22' 8 ?' s1-a.' 13' 11 ?' '-8` 8'-0' / 27'-0' / 7' 3 ' 16' 61' 5'-1 &' 7'-3' / 14' 1 ?' / 14'-6 i' 18'-9 ?' 15'-0I' / 9\\ — - • • ; • ► 75'-0' 175'-0' 3/4' T & G F OORINQ' 0/ TJI 14 Si 550'5 0/ �— I T.O. F.F. 9'-2 3/4' 1 - iiet 125 LB MAX LOAD I I NOTES I NREC PRESCRIPTIVE LCDGEND SIGNAGE \ / NOTES SPRINKLER NOTES. 1. ALL STOREFRONT SHOWN TO BE WALLS R-13 ® STEEL GIRDER MAINFRAME TYP FD FLOOR DRAIN �T O. PLATE 8'-0' �_ SEE PRE-ENGINEERED METAL 1 THE WATER FLOW ON ALL AUTOMATIC SPRINKLER SYSTEMS 2' X 4 1/2' CLEAR ANODIZED W/ 1' O / BUILDING DWGS FOR ANCHOR SHALL BE ELECTRONICALLY MONITORED WHERE INSULATED GLASS UNIT TYP. U-DO OR BETTER ROOF R-1p PREMANUFACTURED METAL BUILDING WALL ..-� BOLT LAYOUT AND ERECTION OREMOREDUBC ppg3R1INKLERS ARE ONE HUNDRED ® W/ 8 1/2' 'Z' GIRT R-13 INSULATION AND WHITE COMBINATION EXIT SIGN/EMERGENCY SHEET TITLE 2 ALL OVERHEAD DOORS TO BE 24 GA STEEL VINYL VAPOR BARRIER TYP UNO LIGHTING WITH BATTERY BACK-UP SEE STRUCTURAL DWGS FOR INSULATED U•60 TO BE DETERMINED UPON TENANT \ FOUNDATION LAYOUT AND DETAILS 2 AT LEASE ONE FIRE ALAM BOX SHALL BE PROVIDED ins 3 5/8' MTL STUDS • 16' OC WITH 5/8' SOUND IMPROVEMENTS TO INITIATE A FIRE SIGNAL WHERE THE FIRE ALARM 3 ALL EXTERIOR DOORS TO Be HMF/HMD INSULATED BATT INSUL W/ GWB BOTH SIDES PNT TYP. FLOOR PLAN SYSTEM EMPLY'S A AUTOMATIC FIRE DETECTION OR U-,60 2A 10BC FIRE EXTINGUISHER IN OFFICE / WATER FLOW DETECTION. X DOOR NUMBER SEE A-2,1 FOR SCHEDULE EFE 4A BOBC WITH MAX 75' TRAVEL IN THE 4 MECH/ELEC TO BE DETERMINED PER TENANT O MANUFACURING AREA ENLARGED FLOOR PLAN < IMPROVEMENTS O WINDOW NUMBER SEE A-21 FOR SCHEDULE TYPICAL WALL CON. N 1/2 OSB 0/ 2X6 WD STUDS 0 16 0 C. Of 1/2 OSB n FLOOR PLA \ �. �� •1'SCALE: 1/10' -O' TIM GOODMAN • PROJECT ARCHITECT: TIM GOODMAN i 0 48' O.C. DRAWN BY: 12' 0 CORNERS \ • PETE CARLETTI CHECKED BY: 2X6 PT PLATE • FEBRUARY 15, 2001 DATE - aF.F. 0'-0' \IL— C:\DATA\00\219\A2-0 COMPUTER PILE NAME _ WALkisii.o.- C � " COPYRIGHT 2001 CARLETTI ARCHITECTS. P.S. . _ _ � J . ( I C? O t O e O 10 11 (0 ,. 72 /1. I t 1 252,_0' [ I I ! t/ . ::1/ ' 24' O' 25' 0' / 25' 0' y 25' O' / 25'-0' f 25' O' / 25'-0' 2 -6' 25' 0' / 25' O' / 24' 0' 1' J` FAN [FAN ® ( \ ---- - ---- - - CARLETTI ARCNiTECTS P.S. FAN ci Ih ctur®&pEannfng 1� WORK BENCH I i Sue 2 Riverside Drive JIG I I Mount Vernon. WA 98273 WORK BENCH Phone: 360jj 424-0384 Fax: �3601 424-5726 CHOP SAW 9n Ai'ar 1 ;0411 LO 00 Elli c-4 1 I`- a J TABLE SAW = o: e w \t 0 j o I I MANUFACTURING •• 22.500 S.F X A NEW BUILDING FOR: C' PRE-ASSEMBLY OFFICE 2537.5 S.F N SAN JUAN COMPOSITES • 114 TOTAL ROOF AREA 25.037 5 S F 34TH STREET taw; CONC oNOTE: BUILDING FULLY SPRINKLED oANACORTES WA CiCicaN‘ Zoue : S#4/'DILST2/4L 98221 a Type of (�ousT: mil( ! cv = MANUFACTURING Occ. &Punkt : F Xi 113 1 CONTRACTOR: kc CONC FE o ALAN N. PERKES \--\ ' N o I n CONSTRUCTION & DEVELOPMENT 3 N 17713 B DUNBAR ROAD 1 I. > Il �� MT. VERNON WA �I EXIT 19' 43' 7'-0�' 9' 9' }, 13' 2' 26' 8}' /7'-31'/ 16'-6? 5 -1, HALT, 70'-0' V o A8273 I' 'ill105 I. FE `III , LIFE ,! �- \ T v ',8'X�8' OVERHEAD DObR -,/ .�' ill Li, BREAD •I 3 WAREHOUSE DpL RAND? J ,- RECPt. / ROOM RR ,.�. � 109 —� ;)OM l07 c �CQI�F. 2I C '�.' DON ,� ACC. ;CS 101 io 4' °]PE 112 111 I . 1 J[110 `` - • ' -- - 102 JBOLLARD 108 '". - , -r i 104- --i 103 0 > i CONC CONC CC NC 1 EXI_ �1 k4 EXIT I FILL W/ CONC. I F>s ,- . -al , ® X TYP 8'X8' OVERH�AD DOOR 106 \� 18' 0' 22 81' 13' S }' 13'-2' 27'-0' T 3}' '6'-6}' 5'-11' T-3' 14' 1}' 14' 6 ' 18' 9}' 15'-0i' 0 j 47' / �X / / 175' 0 f / / / / f 1 OOi}OtG I NUMBtK / -219 75 0' A 250'-0' / / REVISIONS: FLOOR PLA \ SCALE: 3/32'4-0' t ► g 1 DRINKING FOUNTAIN �� WE 3'-',0' 151-10' / '-3' 4.-0'J-3I 6'-6' i 12'-8' 321-0' ! / 13'-7' �, 8'-9' / 54'-1' 1T-3' �'11" I :A rl. \It pit,_-_-i 11211 / �' ci IME C-UGK - DRAFT 4--- ' ip • HALF Q- ' ' ' -- 11 1� 1 1. ! _ - t--t '� ' y t + ct� t ri t ri i * t f v ..a-{- i .--- ,--t-i- � - -i ; } . -�-� .�--t '- -1 v '1 CONC • , �� � i� 1 t+ J -- ROOM ` -RA —T 1-1 -� —..�. I i i ; r t _"6. ram► ;.2 r ' I - icL �- 7 `!i. ,--_ ``5 ' WAREHOUSE I- —t--+ 4- _ ;_I ! avi- ` - L- . . ,' 1 . - . . ;,- -L-L- - + u - - 109 1108 07 r } 9 f ,- r lti ?� r �1+ t + CONCCONC ti ti . ��� 'T �O F '•.4 r- 1 10 t �� ©1 + BREAK ROOM MEN Alt { -I f1p - +-,- 0 ,T -V 112 J 11 O G �rc� • f v _ W,-.».. , _... . . .-,_.. _, ,�..:• u e�++�.... _ . — r > + SHEET TITLE. CONC ' l �1+T t--! •r-ffi& ' ,411 I r-{ i 6ints � ' � { j_i J =—t !- -:- t -$X1T -i-I i � . ` sJs I BX8�OVERHEAD DO5R • FLOOR PLAN ENLARGED FLOOR PLAN I4 -0' 1' 0' 23'-21' 13'-51' 1, 4L-81 8'-0' 27'-0' 7'-3}' 16'-61' 5'-1}' 7'-3' 14'-1}' 14'-6#' 18'-9}' 15'-Oil X f,�' / X // / / / / / / / / k 175'-0' / • ENLARGED FLOOR PLAN RECEIVED SCALE: 1/8'4-0' FE13 2 3�001 a_iuMLunuG DEPT TIM GOODMAN PROJECT ARCHITECT. I NOTES. NREC PRESCRIPTIVE LEDGEND. 1 TIM GOODMAN NOTES, 1. ALL STOREFRONT SHOWN TO BE WALLS R-13 DRAWN BY: SEE PRE-ENGINEERED METAL 2' X 4 1/2' CLEAR ANODIZED WI 1' 8 STEEL GIRDER MAINFRAME TYP BUILDING DWGS FOR ANCHOR INSULATED GLASS UNIT TYP U•00 OR BETTER ROOF R-1G PETS CARLETTI SOLT LAYOUT AND ERECTION WIS1/PREMANUFACTUREDTMETAL BUILDING WALL CHECKED BY. 2. ALL OVERHEAD DOORS TO BE 2 GA. STEEL ® W/ 8 1/2' 'Z' GIRT R-13 INSULATION AND WHITE SEE STRUCTURAL DWGS FOR INSULATED U..60 VINYL VAPOR BARRIER TYP. U N.O. FEBRUARY 15, 2001 FOUNDATION LAYOUT AND DETAILS ® 3 5/8' MTL STUDS 0 16' DC. WITH 5/8' SOUND DATE 3. ALL EXTERIOR DOORS TO BE HMF/HMD INSULATED BATT INSU'. W/ GWB BOTH SIDES PNT TYP U•.60 CADATA10012191A2-0 4. MECH/ELEC. TO BE DETERMINED PER TENANT 41 ► COMBINATION EXIT SIGN/EMERGENCY COMPUTER FILE NAME IMPROVEMENTS, LIGHTING WITH BATTERY BACK-UP TO BE DETERMINED UPON TENANT IMPROVEMENTS i IFE 2A 10BC FIRE EINGUISHER FOR MAX 75' 3000S.F. TO B XTE DETERMINED UPON COPYRIGHT 1000 CARLCTTI ARCHITCCTB. P.B. TENANT IMPROVEMENTS f • V Cr- 2 I L7fa 91 h - 1 '- ...- 'y �, I ci -' z r - tlecy lek ' �r 4 \ (11, \ ""c :-, + L J. r 1` \ kb i f W ! 2D` GRAVEL FRE RDA17 It.tl1",' 't tuf t:il" ` ") \ ca ( Jr::r11;friati .. PRJP' i ,-� \ . ' x h COAtt r� 'A _;i_ Wiz— :z..�— _ �..__.r-. _- 1 i_ ..1 z'` _ _ _ - - ya a r � a a al .ti a >-ta i ay. .. �\... \ 308. 10' Posy _ _. . _ " , 1 f;11.— . _.,._ . . — . ._ — • `t-- - �— roe.° ' =�-- -...,) 5"frWE ' 1\c„)):` ,� `� k zo.0011 TrPer COP \ 0 • 3 JYl 1 ' 1 It2T.GP1 ' I ��� ` I 127.�D Rn/ �IEY=1161' \ r \ •\ 1 ` '\N — .ram 1 `'\ \� I '� `l) C1 20.00 -, o •'i , l \ /- \ V Cal 0 Q' 1'.-. , '; I COVERED `i \ may'^+,� W Ft M STORAGE. :3 \ (ry` f3, Lil -r-R \ --11 �" Mil yY I '� • \ \ v ��, rn o� I \ L \ l � men \. '� • Ir2zraol 5�' '► i 12do• \ • 7 \ x ; 1 t - { y • ` \ � 1 END OF EXTRUDED - alit xEAA7VE W?U \ _ , C 0�\ c 10 FORTH O L.Yt:1 _ ;;tr ' �� \ 1.4 ••••. C.y i i) l,r..., V�7� WV. t1fV- IGL tir ` \ 'ett C'J 'dcC,� CI.; ADC/ L7EY-f2Z3' ! AAA! DIM- Jrff <Cnn,( ! 1 - - --- I:XIS'I'ING BUILDING cu ct 1 - Pe45ROPOSED SAN JUAN 1 "I tom' ca I I. •ter zap' COMPOSITE ADDITION `.�_ . .� ,\ ICl.. i r s tworoscp CUNSIMICIAN SITE = 5T, 5 Si ` • [ • . 1 r , �', cat T ,'• : N. — EXISTING BUILDING 1. ,,. . ,,:i r.,.� ,.. ... . . •I f BUILDING ELEV.=128.0' \ \\ et' cam: , ,, , ' . MANUFACTURING 22,500'S.F. 1 1 �-' .'I ''' : OFFICE 2,537 S.F. \ \ \ c c°Da �I i LEAN-TO 3,750 S.F. Exr r. 6c0o 1• f I JI'PEf GS/4 TOTAL ROOF AREA 28,787 S.F. if2 RAixEtEV- '33•l2' �ff' :o kf ;NI RAN r11dS `' \ •1 •G"'a eijt - - — - L c ttliv INLET --11 AMY •. :IL j I � , / c. , 0 -4,4 En •ae•) 11 �''fjl ELF '•`t= l;?7 1`� ggII \� 1 \ 1 \ ' �w !x O ,I': 1. b : b ia.n-t , p , \ 15 90' 4,h:' ) , I u—` ci.ilD �\. w ^ a \ '\ 4 aff 1 „Ia >I . :)r,v'11 \ " I POLE \ \ \ - ° r3.1 • Loft PP If Cl,/4 r I ) I V1 I \ �- :it)' *I r ti': h "' !{ 1 r+xw cM)Ir� rPtRAI fltl!.17&5 )ta,,,.+ I r"'1 C) \\) I k \ N fittt;i f. 1 .\- ,( ?y— ) )f It .. ). a}'" _.. '� .r- ^iF k-w+-. -h..•—.�.h.+...�...•w__...a Y"• ___-+R_-c=__ �.ram. r._ . ..4 __o..i..... 1 ' .\ / x. >� Fxrsta; LAND' tP;nri�~PkOPENTY LlNt — K Etz;I SD CB t I I �.� f'` �_ �; \ --I--3. . w Fr AVER 1 ye-It ` , RIM ELEV.r f{jJB'O,.i• i � 1 '•`,-.\ - - CDl 7 bl£IER WAIL k __._.__—.- t Pat \ „� I 5 lF 11' CPEA SDCeD O q> n �lli xerl v..y ' Il ( firth, ..�..... \ „as__ ...- . . .w,.r of W J C It{{'r...r..+..+r.+........—..... - - w,.........-.. 1 �_ ....<J.. ....-z..._ '��"'^'-- \ \ -"� • A•i u.4t r _ - AS NEEDED MAROON . . 1 Y I _.- _ _...._ REMOVE Ott MAR I \ • r f i r I •�� rl �,inl L \�ir�, 2i A f _......._—_�._- ___ - - - ___. - - 1 Z i - _ ._...__ -- ._ J-- _.---.-_---_ '____ - — __---_-___- .._..-__ __ . _ ______ . ___ - ___. _ _ . ___- _ -_ . _ naftH l )- -( rd V > -C )- --( , )---C ,,,, r, r I )'r,l rr1 ' 4a • FH ',elEI - - �.. . fl I / v .z pant Wit:' I. tx I ----- - - --------- a rust M _ _ -- - — - -- - -- __ ---- - - - - - - —"- — L j • et:, E . I , Cl) 4u - SHEET NO. ' . y�, l lER I Ci • - P ' ' REv . - b / /, ailor �E,;! �r ' JOE NO: 12i . GRAPHIC SCALE 27807 A. AI' DATE: Jan. 11. 2001 t,, - 40 SCALE: 1"=30• 30 0 Is 30 eo 120 �em Oa RANN: D. HERRIGSTAD I - � - - 0„.sca 6/02/01' 1 ECK: D. HEREIGSTAD i 1N FEET ) 1 e•. 1 = 30 ft. _,_ 1 �—- - - ( 0 rt Y '`�''i%% ANACORTES PUBLIC WORKS DEPARTMENT P.O.BOX 547,ANACORTES,WA 98221-0547 PH (360) 293-1919 s. e:.;- %'i+:.?#R` `; ROBERT W.HYDE,P.E.,DIRECTOR FAX(360) 293-1938 �e sue,v z ,/Jj, 1891 �.w� E-MAIL:bob.hyd¢ecityofonaeort¢s.org 4COR July 10, 2002 Bill Wooding Lake Erie Trucking 13540 Rosario Road Anacortes, WA 98221 Dear Mr. Wooding: Subject: Bio Swale on 34th Street at V Avenue The bio swale at on 34th Street at V Avenue was not constructed according to approved plans (attached). Please remove and reconstruct the bio swale according to plan. Contact Speed Garrett to inspect the work when reconstruction is complete. Thank you. Sincerely, CITY OF ANACORTES de, P.E. Director of Public Works me Enclosure cc: Gary Barnett Speed Garrett Don Measamer 1TY0 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 FAX(360) 293-1938 P.O.BOX 547,ANACORTES, WA 98221-0547 ` LAN MUNCE,DIRECTOR"�ti? EDWIN FRANK,BUILDING G OFFICIAL•E-mail:ed@citpofonecortes.org ''9 CO3 - October 10, 2002 ,t/`t^®p Bill Wooding d Lake Erie Trucking 13540 Rosario Road Anacortes, WA 98221 RE: Fire Lane Completion—33`d Court/San Juan Composites Dear Bill, In August, Dan Harju, the City Fire Marshal contacted you to discuss when the required fire lane/access road, between 331d Court and the north gate to San Juan Composites property will be completed. The road in its current condition is primitive and undriveable by fire apparatus. You stated that you would complete this road within 30-45 days. As of October 4, 2002, no obvious evidence of work was seen at the site. In order to ensure access to San Juan Composites fire sprinkler system pumper connection, we need to have the last remaining building construction requirement completed before winter arrives. Please contact us with a projected completion date. Thank you for your prompt attention to this matter. Respectfully, CITY OF ANACORTES Dan Harju, Fire arshal Don Measamer, Plans Examiner DH:md o, <V Y O co `� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360)293-1901 FAX(360)293-1938 P.O.BOX 547,ANACORTES, WA 98221.0547 IAN MUNCE,DIRECTOR IWCV EDWIN FRANK,BUILDING OFFICIAL• E-mail:ed@cityofanacortes.org July 11, 2001 Alan Perkes Alan Perkes Construction 17713 B Dunbar Road Mt. Vernon, WA 98273 RE: San Juan Composites New Boat Fabrication Facility 416 34th Street Dear Mr. Perkes: The following comments are based on a final review of the drawings for the above referenced project. This letter is considered an attachment to the building permit and the approved drawings. 1. Please provide an as-built drawing for the on site fire hydrant,fire sprinkler supply line and double check valve located at the north end of the building. Drawings will need to be sealed and signed by the engineer of record. 2. The automatic fire sprinkler drawings will need to be re-submitted to show tenant improvements including fire protection for the spray booth. 3. Fire extinguisher size, type and location will need to be determined by the Fire Department prior to occupancy or use. Please contact Dan Harju for information at 293-1925. 4. The ventilation fans used in the sanding areas shall be listed for use with noncombustible ducts. Respectfully, 1 CITY OF ANACORTES Don Measamer Plans Examiner DM:md C ��-Y. O G ; : ; , ;;!ry ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 FAX(360) 293-1938 P.O.BOX 547,ANACORTES, WA 98221-0547 IAN MUNCE,DIRECTOR ,/Jj,7 ���1891 •, EDWIN FRANK,BUILDING OFFICIAL•E-mail:ed@cityofanocortes.org SCOW July 11, 2001 Alan Perkes Alan Perkes Construction 17713 B Dunbar Road Mt. Vernon, WA 98273 RE: San Juan Composites New Boat Fabrication Facility 416 34th Street Dear Mr. Perkes: The following comments are based on a final review of the drawings for the above referenced project. This letter is considered an attachment to the building permit and the approved drawings. 1. Please provide an as-built drawing for the on site fire hydrant,fire sprinkler supply line and double check valve located at the north end of the building. Drawings will need to be sealed and signed by the engineer of record. 2. The automatic fire sprinkler drawings will need to be re-submitted to show tenant improvements including fire protection for the spray booth. 3. Fire extinguisher size, type and location will need to be determined by the Fire Department prior to occupancy or use. Please contact Dan Harju for information at 293-1925. 4. The ventilation fans used in the sanding areas shall be listed for use with noncombustible ducts. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md CITY OF DO NOT REMOV E .' CORRECTIONS REPORT ~+cos / `c--' et 11�" Building codes 293-1901 ANACORTES {. ,EK. Fire codes 293-1925 I ❑ Public Works 293-1920 ' The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMIT NUMBER ' ?- ADDRESS ' DATE - x Ara C I C.m; i..,t r ❑ NOT APPROVED FOR COVER r. ❑ NOT APPROVED FOR OCCUPANCY OR USE a CORRECTIONS NEEDED ❑ STOP WORK ‘.`1, Pa vtoC J. --3 ' t, ;.... ilc,S,Y1-3f, ft-£s' C-er't_?^- : 4a-5.s>''''Cy i,%V 'EL.*" 1 f , yf 5 fC .:.\ q, /'cca`- Q.,^_r._:,2.s \zi ..s c:+...ts } ` � n„ e5 ..:zw.4,4> f. G\\... '�'cq :", �...Y•^' / l"'4 yam\ .i h.: a C- b>, , i 'w Y 3..t v ��att,, vt 'co.' t'I o. s i4�..,� • w ir;:l., 7:,�,- ... `r ,La i `cJ"L G'_ C.. 't)"t S'v' ,:X 4 t—Qta). t +3k }F-a k La An- :3a tO.-4_:. , ` ,,,Ai`.u,,„ '•J" 44-0 rr' . x_:..( '_ kk CA C444t4CL-C \ t .9 (� i GC`�V `uf"_ -tt▪C: ` � t Z. Q � "qjr„j : t. ?-i � a �r-6 e!•�✓i f h p I i y °\, 6 _nt.S.`.--Z .0 —` ii- ?,G}P. go; de dat,-4,v+.Q w�.,,..+{� 'a-{ , 'L-(.^.-. a„Ositi- L+i ---N a. ‘,0 r"c.t t (to--^,3iGR_-till. k:;'.t'''-'1 '.': '-;.; II. lS'^Y•a.0r: O C.,.,�Sr• 4flU'�3-�-.-e^'41.4."....^R ��" vp�..'LIS t`�CYva� 1.,,u.....f) i.R.' .. �—. �i-a:,,,,..: e4, :'1�4\a._ •'( Ls: r` `i i pl r , `_.+1 s .L.t -{cut,-v.-.- --, tA)n,,..-Q9. `f cicak- C ` F CO) t9 c-14");I i �'y 5t p -e 1 ), i I' - �♦f' 1 i Y' l� -Y'�'� �, �JI,t J�, '�✓..'1^tC V 4" ....t G'.1,-. C.` �T� T/L-t ��§"li..Y l� ("P"1 ,*K:` A:.N:r /4 1't6't Fr-14 (4.4.0- �7.9t,c IA /t r Pct. T . I t f AC_ ,--CA, 1003 t -3, le is 1.4.® r-fit y: . NOTIFY INSPECTION OFFICE \--''^'r, �, WHEN READY FOR REINSPECTION -.1'e`"..® -'1"-'-`-"t^.. -' INSPECTOR O. ,-- _ CITY OF DO NOT REMOVE ` Y O\ �,/} CORRECTIONS REPORT 4coa/ •1 CarBuildin codes 293-1901 ANACORTES o `er a Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMIT NUMBER ADtDRRESS ` rI DATE d • ❑ NOT APPROVED FOR COVER Q NOT APPROVED FOR OCCUPANCY OR USE a CORRECTIONS NEEDED ❑ STOP WORK I A r.: 1 -i- '.Lc,•;,l 70-E.' "[TN;v"n "o\,-="„", Co c.N.i.1r".;....!,-.•2-7 L"a-'•A v % .79 mac'` l'i4"": . .,r•^- s r', t"' \ J \., ciu -�T . '?-- (.__.i-}r.\,, Q �"\ : Lctc- Yl\C r i_ x .-:,_.>( .1,•r-^.944 .-i=f"-, �. 1 s PR t 11 e at-€? Lk. , 5-9-ei ,gt,'\ f.O o o*- Ce,Z Le :.c;-,----\ E-a fit. ---- v - ! ) e t2 r•,i/t:d.A 4 1 Y-v.- f"d.l,_t �'(S„p l..i`� r.;�_{ \� c.„,i ..- -t-cA h i•%�1 <=9v \ v ` -,>r•,r"-Ak E \\A, X-A.--'l c."-A--.C.@." 'bet, '.-t`J1-64L'+-, P:r._7e\-Q(1-'1 '1,. I L-, W:. -.',i iC.Y',"1 — `a; 1 Ce v- & p^d.R:r-4.-hltL.l.1x? -,") a } l.J {'S-'.`,-i- DCcs-4, I I ilnC rLa- r_:4j24 r i i,..i-CJ r 1. I NOTIFY INSPECTION OFFICE (' WHEN READY FOR REINSPECTION \ ' - 's l INSPECTOR ____._ ___�._._s-_..�_—_-..___._ �L_E 4 _ �_- _ - JI CITY OF DO NOT REMOVE \' Sc, S .,� o- CORRECTIONS REPORT .23 .i i ANACORTES Building codes 293-1901 "� Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMIT NUMBER t e '- ADDRESS � DATE . 1-4i 3(.1 _ _ I OP) 01 k ❑ NOT APPROVED FOR COVER ELNOT APPROVED FOR OCCUPANCY OR USE ea CORRECTIONS NEEDED ❑ STOP WORK [ '1v� - .. tf0.,,,.` L V"`-R```-; C.v t,,.J V im,;; ,: ^ Co. l�V +AY-L ( Leo �� 1 .—cy-- c'+.J r' ...-� 0 9Ir %� -AA)C3vVM A )C3vVM r % N � - Gu- ti. ,g: ate`- `b:.-tY1/4 ...€�1-!_��•.r-'-r l S. 7 I a Fi iT . ' 11Lo V.."-c1 ?et ',,s.„l:.c.. Q&1l-C... . .0,- ,,,-- . 4 C" ..'\CI `LQ 71)" it_i.: j l-.�.('9•-�3'. l -A, �.4.. p.0 -co--' ��s -'a , rA) , 0 C — V.)r,.-.-e.2 ��t;�\ �. ; ,t�-.`--"to'� iz� t��:1 Pam`^ �J 1 . Cal-^^ la__Q hG\,t___ s..% 17 a"-.--. �� 7 e�J�ti - t I V..1 CO L r 1;1-i r 1°JJ I ??0S—" -`7, f',>.'-.1C e.Cs, 'i., :.'7u+L4_ iVF'l', .,( , 3L.{ P).k:.1e F L..,:)c_c) , G--a-0 c. -�V..)i k C-'74?O4ck t LLZ ,Q r)L- -CD 1 Qj` \-1 ,¢1 1.,A.;0 `.k -Nt2-41‘ ' e v NOTIFY INSPECTION OFFICE _� � `^ WHEN READY FOR REINSPECTION 4, - J ---..._ INSPECTOR `..„. F CITY OF DO NOT REMOVE • CORRECTIONS REPORT veer.. iC2I?' Et-'Building codes 293-1901 ` ANACORTES �/ ;_,� i--3 "sEt Fire codes 293-1925 I, ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR • PERMIT NUMBER ADDRESS i I DATE 9Ito" 3`1 t' P/0/ ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE '4 CORRECTIONS NEEDED ❑ STOP WORK 1,_4...43 ti. .. -fir\ lam' j•DC->- rt" ..--( �tror—T .-,c I\� � .0 _ i 0-- a o c-1z. 1-0,--0 U*-- =dy�?e"i t: 1 Vic; !;, ' C , t S /. !x to,a. . i , }fit •, Ago v ' -3.> ) 9 q_i, j .2� t:=,--,c;S ey-k c 01.4-rrA6,til i- c.-,Ci..-{,n.-HQ 4--.7, l [� ate. a ) ' r (-tu c\ -- 1 i_v .n~/ ) il `��Q . ic. ' 3a r^ f\ 4)cceVX y .-f✓1��//t_ /' --,..) ...L1 +l �. c ` l' z�"' 1r� L� c v� +�may¢ ,r. ,= _ c � mr- 1 ee .�`� �, s -, S ...fl ,./ 9 ( et,;_°-+rii;,-a _."_'./` L/ a! pit , i"�J f.'t.a.'-...--e :6 i..._ c.. ,. y V NOTIFY INSPECTION OFFICE ! y WHEN READY FOR REINSPECTION NI _-"">"'--*- 1-'1,.- - Im$PECTOR `^"`" \1 ' PO Box 547 Anacortes,WA 98221 Telephone(360)293-1920 Fax(360)293-1938 City of Anacortes Engineering Department Memo Date: June 6,2001 To: Don Measamer From: Bob Hyde, Director of Public Works Subject: 416-34`s Street Request for Waiver of Storm Drainage GFC Don- This memo is in response to the letter from Dale Herrigstad dated May 31, 2001 requesting that the Storm Drainage General Facilities Charge (GFC)be waived for the project proposed for this site. The letter cites the antecedent soil and surface conditions as mitigating factors that would warrant the site be considered substantially impervious when determining the amount of the GFC for this project. The City does not wish to set the precedent of allowing historical conditions or existing soil types to be used as an argument for the relative impervious nature of a site. Our policy of recognizing asphalt, concrete, compacted crushed rock and other similar surfaces as "impervious," and all others as being "pervious" when calculating the GFC still applies. As such,this request for a waiver is denied. Should you have any further questions,please don't hesitate to call. C:\WINDOWS\TEMP\Docl.doc • , i HERRIGSTAD ENGINEERING Civil Engineer 300112 Avenue, Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 May 31, 2001 Job #125 Don Measemer Cr Building Department EIVED City of Anacortes JUN 0 6 200/ PO Box 547 - Anacortes,WA 98221 9IUULD:NG DEPT Subject: Engineering design of Ecology Block Wall for the San Juan Composites site. Dear Mr. Measemer, The ecology block wall that is in place along the access easement to the San Juan Composites manufacturing site was built with standard 2' x 2' x 6' ecology block at a maximum height of 10 feet. The blocks were constructed at a slope of 6:1 from vertical. The back fill behind the wall is a well draining sandy pit-run material laid horizontal at the top of the wall. The top of the pit-run will be capped with crushed rock and paved. At the top of each layer of blocks a geotextile fabric was laid that extended into the backfill from 4 to 6 feet to provide an anchor for the blocks. The base of the blocks were placed 1 foot minimum below grade into firm soil. Like a rock wall the ecology blocks is not a buttress and the blocks provide little horizontal shear strength. Unlike a rock wall the blocks are uniform and key into one-another to provide greater stability. The backfill is well draining and the natural ground slopes to the east as the wall base steps down the slope. The shear weight of the blocks also provides some stability. My engineering recommendation on the wall is that it was built using sound engineering practices. The geotextile fabric laid horizontal into the gravel backfill will provide a strong anchor against any horizontal movement. The impervious surface and drainage will limit soil saturation behind the wall in addition to the pervious sandy backfill. If you have any questions or require additional information please let me know. Sincerely, /� /7;1 N-01 Ek Dale Herrigstad P.E. *J WAS 1 4', 4c 9d I �� ,Y►, 6 -©1 IL:s493`sm‘./0:,:steA. EXPIRES:6/02/03 ` , ( City of Anacortes Summary of Applicable Fees Due Prior to t'y } Building Permit Issuance (Excluding Building Permit Fees). Name of Applicant/Project: , �tlaAn u' o-J Site Location: H/ L 3 ct1- 5-1- Date of Application: c9l3( /b 7 Place a Check Mark Below Next to Item that is Applicable Sanitary Sewer GFC $ ?5 D Storm Water GFC S a , ` -a► q r, Engineering Plan Review/Public Works $ 4 J t/ ° Impact Fees/Road 'Do N p, Impact Fees/Fire S (VIA Impact Fees/Parks ItC21 . Total Fees &Char. - o�J\ S �b'' L) c,r,„ IcN Comments Conditions: . %Liut LexA - 3/(S f D/ t' , - 3)t 5—rb/ F'E}LAAS DO now we 0_ 0 Measamer, Don From: Barnett, Gary Sent: Thursday, April 12, 2001 8:32 AM To: Measamer, Don Subject: RE: San Juan Composites My estimate of ROW work value is $5000 for sidewalk, drain and swale. Total fee: $600. ----Original Message From: Measamer, Don Sent: Tuesday,April 10,2001 7:15 AM To: Barnett, Gary Subject: San Juan Composites Hi Gary, Will there be an engineering fee, $500 plus 2% of ROW work, for the San Juan Composites project at 416 34th street? If so do you have an idea what the fee will be ? /i;ii Aktis rmt ';/. 0/!%70Co//;;5 f.; ,,,,1 t Building Department Memo To: Bob Hyde From: Don Measam@y1_ Date: 3/15/01 Re: Sanitary Sewer Hookup GFC—416 34th Street Mr. William Wooding is proposing a new Boat Manufacturing Facility at 416 34th Street with the following sanitary sewer drainage fixtures. A 5/8x3/4-water meter is proposed for this project. No. Fixture Units Water Closets 4x 4= 16 Lavatory 4x 1 = 4 Sinks 2x 2= 4 Total 24 Total drainage fixture units are 24. Please calculate the required sanitary sewer general facilities fee for this project. Sewer C, oll-e_ s _ 2_4 �© FlEe_o ETzo D . x s 3859 //v - s30a5<<00 • Page 1 Building Department Memo To: Dave Lervik From: Don Measamek)"-� Date: 3/15/01 Re: Storm Water General Facilities Fee-416 34th Street I Mr. William Wooding is proposing a new Boat Manufacturing Facility at 416 34th Street. Please review the following storm water general facilities fee per Ordinance No.2419 and let me know if you concur. Impervious area per civil drawings is 51,955 square feet. 51,1955 square feet_2,000=25.98 25.98 x$1,126.00 =$29,253.48 Total fee is$29,253.48 per Ordinance No.2419. ,/ Dave Lervik, City Engineer Date • Page 1 Building Department Memo ' To: Ian Munce From: Don MeasamercS—Th Date: 3/15/01 Re: Traffic Impact Fee—416 34th Street Mr. William Wooding is proposing a new Boat Manufacturing Facility having a floor area of 25,037 square feet at 416 34th Street. Please review the following traffic impact fee per City Ordinance No. 2277 and let me know if you concur. Using Appendix C No. 110 Light Industrial 25,037- 1,000=25.037 x 0.42 =$10.51 x$525.00=$5,523.00 Total Traffic Impact Fee$5,523.00 ..L,,ti,eAL 3—/6--01 Ian Munce, Planning Director Date • Page 1 _ r CITY OF ANACORTES Th STORM DRAINAGE UTILITI COMMERCIAL RATE BILLING CALCULATION THIS INFORMATION TO BE SUPPLIED BY ENGINEERING/PUBLIC WORKS DEPT. . Pc ADD A NEW COMMERCIAL ACCOUNT DATE C3 ' I s — O() CHANGE AN EXISTING ACCOUNT BY 00' ) DELETE EXISTING ACCOUNT( OWNER ' S NAME Lk) LQ j( °-e^ ((U ` )C 1? SERVICE ADDRESS Li < t� finCt 9'fjc? 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. IMPERVIOUS AREAh055 SQ. FT. * 2 ,000 = )5.97ERU BILL AT: X. 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 1 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 =MAdw,ous A ReoN A.c to 0 . r Stormwater Hookup Fee Credit for Off-Site Improvements Based on the attached engineering estimate plus contingency of$5,580 William Wooding will complete the 33rd Court/Outfall Connection by December 31, 1998 and the 34th Street/Outfall connection by June 30, 1999, both as shown on the attached drawing, in exchange for a $60,000 Stormwater Hookup Fee credit for William Wooding's properties on 34th Street and on "V" Place. Dated this 14th day of October, 1998. • William Wooding es Pemberton, irector of Public Works Ian Munce, Director of Planning and Community Development B `1 JOHN E. LEONARD, JR , RE. &FL S. ® Leonard, atJinot&Skodje Inc. ROBERT C. BOUDINOT,JR., RE . • tl, `®®1 PROFESSIONAL ENGINEERS & LAND SURVEYORS JEFFREY A SKODJE, P.L.S October 13, 1998 Mr. Ian Munce,Planning Director City of Anacortes P.O. Box 547 Anacortes, WA 98221 Reference: 34th Street Storm Sewer Dear Ian: My cost estimate for the construction of the storm sewer outfall system serving the 33rd Court and the 34th Street areas is itemized as follows: 1. Mobilization $2,000 2. 18"CPP Pipe Installed; 1014 ft @$30.00/ft $30,420 3. 48"Type II Manholes; 6 @$2,000 each $12,000 4. Engineering Design $4,000 5. Construction Engineering $6,000 TOTAL $54,420 This estimate is based on past construction cost bid numbers. A print of the system plan is attached. Please feel free to call me if you have any questions. S' cerely, John E.Leonard, Jr., P.E. &P.L.S. JEL:acd Enclosure • -!,`r." >`.•....._�-.�F � �: �. =..�\'`'._�.,v�� �,i -,tom",N'�'-�,� .;fie'J:\98503\adm\munce. ,'�k',,h�_._.r4�s<�i.�' v '`."'. =�:,• �r.:",�= "/"'; :"�"..c'� "r '-E--„_ '''. Mount Vernon Ottice403..Sout` IrsYSireef Nwugt n j8� 6;(f $3 iJ Jr' 6539 ,�„ ^• l,v�y Mailing Address:P,.:.8d 22 o rnotri;1V,1�`9 2 a$1 ' - �'--X-1... G.,_ 4a.�', x% \ \+a_ _.'-'. ,,- e rTaVtSa?t£=" n, 0. r :,y,. „. c ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 FAX(360) 293-1938 P.O.BOX 547,ANACORTES, WA 98221-0547 IAN MUNCE, DIRECTOR 7,/Jj .w� EDWIN FRANK, BUILDING OFFICIAL• E-mail:ed(Sci[yofanacortes.org `9 COR July 17, 2001 Randy McGurdy San Juan Composites jai 502 34`h Street Anacortes,St WA 98221 RE: Tenant Improvements 416 34th Street The following comments are a re-review of the revised drawings for the above referenced project. Please provide the requested information to complete the permit process. 1. Provide details to show paint booth exhaust duct construction, size, location, proposed exhaust, duct termination, distance above roof, etc. 2. Provide complete details from the manufacturer for the pre-fabricated spray booth. 3. The paint booth installation can be deferred submittal,which would allow the tenant improvement permit to be issued. Please indicate if the paint booth will be a deferred submittal. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:and SAN JUAN COMPOSITES LLC June 14, 2001 Mr. Don Measamer Anacortes Building Department P. O. Box 547 Anacortes, WA 98221 RE: Answers to your letter dated 6-1-01 Dear Mr. Measamer: The following are answers to your questions as well as the Fire Departments regarding the Tenant Improvements to our new facility at 416 34th Street. Answering the Building Department's Questions: 1. Alan Perkes Construction will provide cross sections and details, as his company will be constructing these items. 2. Fan A specs are that it has a sealed totally enclosed motor and aluminum propeller fins which to my understanding meet the requirement to be used with combustable dusts even though the dust produced in the sanding rooms is of an inert nature. 3. The Sanding Rooms will have ceilings and the sprinkler design is underway by Commercial r Fire Protection with Mr. Perkes coordinating the details for these rooms as well as the spray booth. 4. This information and drawings are coming from Commercial Fire Protection. 5. Mr. Perkes is working with Thomas Industries(the Paint Booth Installer) and Finishing Consultants(the Paint Booth Manufacture Rep)to provide the necessary information you requested. 6. The door shown on the Paint Booth print was shown on the left side of the booth when it is to be installed on the right side of the booth. The door is a module and can be installed anywhere in the structure. Again Mr. Perkes is revising the drawings and it will be installed in its correct location. Answers to the Fire Department's comments: 1. Booth will be placed in consideration of this requirement. 2. The manufacturer and installer have both assured me that the booth is being built and will be installed according to the current UFC standards and building codes. 3. Anticipated volumes of flammable materials are small but we are planning on using flammable lockers. Please see prints for location. 4. Again Commercial Fire is doing this currently with Mr. Perkes overseeing the details. 5. Noted, and system will be designed accordingly. 6. There will be an interlock installed by the Paint Booth Installer oAir System. Again, thank you for your help with our new facility. r1 _ nJ Sincerely,_, \1 �/W QV— Randy M San Juan Composites LLC cc: Alan Perkes Construction 502 34"-'STREET,ANACORTES,WASHINGTON 9822I PHONE.360-299-3790 FAX 360-299-2747 C� (-) 'c r 0 G ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH(360) 293-1901 FAX(360)293-1938 P.O.BOX 547,ANACORTES,WA 98221-0547 IAN MUNCE,DIRECTOR j 1891 4 EDWIN FRANK,BUILDING OFFICIAL•E-mail:ed@cityofonacortes.orq June 1, 2001 Randy McCurdy FIE COpy San Juan Composites 502 34th Street Anacortes,WA 98221 RE: Tenant Improvements 416 34th Street Dear Mr.McCurdy: The following comments are related to the drawings and specifications provided for the above referenced project. Please provide a written response to each item and revise the drawings as needed. Building Area: 25,037 square feet Spray Booth Area: 1,404 square feet Building Construction Type: Type VN Fully Sprinklered Provide a cross section to show proposed construction details of the sanding rooms, /etc.toti -e . Please verify Fan A as being listed for use with combustible dusts. p 1L Will the sanding rooms be provided with ceilings?Please note that the automatic fire sprinkler system will need to be designed to have appropriate coverage in each room. Provide revised sprinkler drawings to show all rooms and sprinkler head locations. _ 4.I"Spray booths and spraying rooms shall be protected by approved automatic fire extinguishing systems. Such systems shall be extended to protect exhaust plenums, exhaust ducts and both sides of city filters when such filters are used. 1997 UFC Section 4502.8.1. Provide drawings,details and specifications for automatic fire extinguishing system for review and approval. Provide an elevation drawing to show exhaust duct construction, size,location, termination,termination above grade,termination distance above roof,etc. per 1997 UFC Section 4502.5.5. Showclean outs in ducts per UFC Section 4502.5.9. i - . It appears the required exit doors from the spray booth may be blocked by the adjacent walls. Show spray booth exit doors on the floor plan as well as exit pathways. UFC Section 4502.2.10. c FIRE DEPARTMENT COMMENTS Spray booth requires 3 feet of dear space around entire perimeter UFC Section 4502.2.8. c_ — 2. —Ventilation shall comply with UFC 4502.5. Pay dose attention to airways velocity; duct material and termination points and duct dearances from combustible construction. Reference UFC 4502.5 for details. v Quantities of flammable spray liquid in 5 galloncontainers exceeding 10 gallons shall be stored in approved flammable liquid lockers,liquid storage room or building approved for using,dispensing and mixing liquids in quantities exceeding the exempt amounts in 7902.5.9,7902.5.11 and 7903.2.3. 4/-Provide approved automatic extinguishing system plans for review and approval for spray booth. , ----- Provide "extra high hazard"rated extinguisher for the spray booth. C3c----- Provide ventilation/spray equipment interlocks to ensure ventilation performance spray operation per UFC 4502.10.2.2.5. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md II Y _TA/- � crsjleir , 4 � •�oR -oT' CITY OF ANACORTES P.O. Box 547 Anacortes, WA 98221 T9_c§-7 Phone: (360) FAX: (360) 293-1938 Date: Time: 1-.I S'D AM e TO: CtrThd� FROM: (Dh Cover Sheet Plus ` Pages COMMENTS: acl t f - -27 07/17/01 TUE 15: 04 FAX 36029319/3.8 EXECUTIVE U 001 *** ERROR TX REPORT *** *****************N:********* TX FUNCTION WAS NOT COMPLETED TX/RX NO 4396 CONNECTION TEL 4280255 CONNECTION ID ST. TIME 07/17 15:03 USAGE T 00'00 PGS. SENT 0 RESULT NG #018 ZY G1 r 4t,Lce0 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. I `" PERMIT CENTER PH (360)293-1901 FAX(360) 293-1938 +i ally ra ,�t it, t� P.O. BOX 547,ANACORTES, WA 98221-0547 4 bp(/) IAN MUNCE, DIRECTOR 4., 1891 w EDWIN FRANK, BUILDING OFFICIAL• E-mail:ed@cityotanacortes.org 9 C Ogg July 17, 2001 Randy McGurdy San Juan Composites 502 34`h Street Anacortes, WA 98221 RE: Tenant Improvements 416 34`h Street The following comments are a re-review of the revised drawings for the above referenced project. Please provide the requested information to complete the permit process. 1. ) Provide details to show paint booth exhaust duct construction, size, location, -' proposed exhaust, duct termination, distance above roof, etc. 2-- tails from the manufacturer for the pre-fabricated spray booth. . 3. The paint booth installation can be deferred submittal,which would allow the renant improvement permit to be issued. Please indicate if the paint booth will be a deferred submittal.._ _ _ . ___ Respectfully, �`'CIITTY OF ANACORTES C ' (\pt.. Y.Y=.F ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 FAX(360)293-1938 r P.O. BOX 547,ANACORTES,WA 98221-0547 �. -�' �"""' -Q) IAN MUNCE, DIRECTOR EDWIN FRANK,BUILDING OFFICIAL• E-mail:ed@cityotonacortes.org 'q co June 1, 2001 Randy McCurdy PILL San Juan Composites 502 34t1 Street Anacortes,WA 98221 RE: Tenant Improvements 416 34th Street Dear Mr.McCurdy: The following comments are related to the drawings and specifications provided for the above referenced project. Please provide a written response to each item and revise the drawings as needed. Building Area: 25,037 square feet Spray Booth Area: 1,404 square feet Building Construction Type: Type VN Fully Sprinklered 1. Provide a cross section to show proposed construction details of the sanding rooms, etc. 2. Please verify Fan A as being listed for use with combustible dusts. 3. Will the sanding rooms be provided with ceilings?Please note that the automatic fire sprinkler system will need to be designed to have appropriate coverage in each room. Provide revised sprinkler drawings to show all rooms and sprinkler head locations. 4. Spray booths and spraying rooms shall be protected by approved automatic fire extinguishing systems. Such systems shall be extended to protect exhaust plenums, exhaust ducts and both sides of dry filters when such filters are used. 1997 UFC Section 4502.8.1. Provide drawings,details and specifications for automatic fire extinguishing system for review and approval. 5. Provide an elevation drawing to show exhaust duct construction, size,location, termination,termination above grade,termination distance above roof, etc. per 1997 UFC Section 4502.5.5. Show dean outs in ducts per UFC Section 4502.5.9. c ) 6. It appears the required exit doors from the spray booth may be blocked by the adjacent walls. Show spray booth exit doors on the floor plan as well as exit pathways. UFC Section 4502.2.10. FIRE DEPARTMENT COMMENTS 1. Spray booth requires 3 feet of clear space around entire perimeter UFC Section 4502.2.8. 2. Ventilation shall comply with UFC 4502.5. Pay dose attention to airways velocity, duct material and termination points and duct clearances from combustible construction. Reference UFC 4502.5 for details. 3. Quantities of flammable spray liquid in 5 gallon•containers exceeding 10 gallons shall be stored in approved flammable liquid lockers,liquid storage room or building approved for using, dispensing and mixing liquids in quantities exceeding the exempt amounts in 7902.5.9, 7902.5.11 and 7903.2.3. 4. Provide approved automatic extinguishing system plans for review and approval for spray booth. 5. Provide "extra high hazard"rated extinguisher for the spray booth. 6. Provide ventilation/spray equipment interlocks to ensure ventilation performance spray operation per UFC 4502.10.2.2.5. Respectfully, I CITY OF ANACORTES Don Measamer Plans Examiner DM:md SAN JUAN COMPOSITES -LLC April 17, 2001 List of Items Requested by Anacortes Building Department For San Juan Composites LLC New Building at 416-34`h Street, Anacortes, WA 1. List of Chemical and anticipated volumes to be stored in building 2. All corresponding MSDS Sheets 3. Planned building ventilation with fan sizes and CFMS 4. Floor plan of proposed tenant improvements on print 5. Layout of proposed work areas in building on print 6. Letter describing work in these areas 7. Filled out Building Permit 8. Filled out Mechanical Permit ti 9. Completed Hazardous Materials Management Plan ': ,•, , ,tile J,� 10. Completed Hazardous Materials Information Statement dr u r:(VG 11. Specifications and prints for manufactured Paint Booth 502 34TH S I REET,ANACORTES,WASHINGTON 9822I PHONE 360-299-3790 FAX 360-299-2747 SAN JUAN COMPOSITES LLC April 17, 2001 Mr. Don Measamer Anacortes Building Department City Hall 61h and Q Avenue Anacortes, WA 98221 Dear Mr. Measamer: Re: New Assembly Building at 416-34t Street Per our meeting today and your request, I am providing the following detailed information as to the usage and layout of the new building. Our current 11,500 square foot building will continue to be used as our infusion building where all the fiberglass parts are built and prepared with all current chemical and resin storage to stay at its current location. All the woodworking, fairing, mechanical and final outfitting will be completed in the new facility. Woodwork will be performed in the north end of the building and will consist of minor milling (all major milling is done out of house by a vendor), cabinet assembly and trim work. All stationary machinery will be plumbed into a dust collector system which will be located on the east wall as marked. This area will be ventilated outside via a fan in the northeast corner(See attached Fan Specs). Fairing and detailing will be performed in the center of the building with the large parts, such as hulls, superstructures, etc., will be prepped for painting by sanding and fairing. Located along the east wall will be four small rooms approximately 16' x 20' each with 8' ceilings. These will be used to prep small parts prior to painting. Each room will be individually vented outside (See attached Fan Specs). Also located in the center bay will be a 25'wide x 16' high x 54' long manufactured free standing paint booth where all part painting will take place (See attached specs). This will be ducted out the east wall. Final assembly of the boats will happen in the south end of the building where we will assemble the finished parts together and do the final hardware installations. This area is vented by a fan located on the east wall (See attached Fan Specs). Due to the fact we are retaining the use of our current building, the new building will have a minimum of hazardous materials stored or used there (See attached list with MSDS Sheets). Thank you for your help and guidance. Sincerely, 44 Randy Mc dy San Juan omposites, LL 502 34Th STREET,ANACORTES,WASHINGTON 9822I PHONE 360-299-3790 FAX 360-299-2747 0 0 F . i efferm of appurtenances in the airstream(t)CFILWatt ratings are m accordance with the MICA recommended method of publishing CFM,Watt ratings and are not deria using motor el5reiicy $ values supplied by the motor manufactures.The MICA Certified Ratings Seal does not apply to the CFM/Watt ratings.(N)3-Phase motor.All other permanent split capacitor motors P AGRICULTURAL DUTY ADJUSTABLE SPEED EXHAUST FANS kgai M ultrfan S P® D - •Adjustable speed axial fan with PVC shutter, d.- . $ • polyethylene hood,polypropylene fan blade and - s - - I - •removable winterization seal duty LR5— _ Aerodynamically designed,energy efficient fan> engineered for continuous du £`' • Fa ( B. \ •One-step installation t, . E121246 - ( w Air deliveries based on Bess Lab Tests at ;j University of Illinois a - - ` a j A �� - •Speed controls listed on page 3696 I I Complete fan system installs with just f u n -- - - MIII fiI -- I bolts. Preassembled for added time gr.' ( Repairings. Snap-in, snap-out fan and shutter ' F (fie� RepairPa3-0Av0 Pores Availablesimplifies repair and maintenaisca. No.3C948 .. �® Winterization seal for added insulation -- Operate under adverse conditions of dust,,- -244,1. EXHAUST FAN DIMENSIONS AND ORDERING DATA - - humidity, and corrosive fumes in agrifo ' _,,- . '"' tural applications. Provide ventilattor!0-+ Blade Dimensions(in.) Wall Slack Stipyp. commercial and industrial applications for:; Dia.(In.) A B C 0 Opening(In.) No. Lilt Each WI. buildings,factories,and plants under n198< 12 16% 161/2 9 191E 17% 3C948' $842.40 $522.50 28.0 environmental conditions including dun, 16 20% 201/2 9 23% 21% 3C949• 974.92 605.00 38.0 smoke, dampness,grease,and moistur'F 20 241E 241/2 9 271E 25% 3C950' 1177.38 730.50 620 Totallyenclosed, waterproof, dustProof- 24 29Y. 30 12% 32% 30% 30951• 1689.56 1048A0 66A rP � motors are 220V, 60 Hz, with automaue.t eerier;14r$(.p� EXHAUST FAN PERFORMANCE - - -: - -- thermal protection and permanently tubd'-- Blade CFM@SP Shawn/ M per Wad Full Lima Stack Wl4fN UM Gated ball bearings, cast aluminum koU9• ` Dla.(hi.) r5P 0.04-Sr 0.1r SP Amps Watts HP Valle No. ing. Venturi frames of corrosion resisrafd ' / die cast aluminum. Drilled with four 3716�1e, 12 1301/116 1243/10.7 1153/9.6 0.50 110 1/10 3C948 diameter mounting holes.Durable,easy-t°' 20 16 4310/9.9 4190/9.4 3960/8.8 2.00 420 12 220 3C950 clean polypropylene propeller. -OSA-" 24 6300/9.1 6160/8.8 5890/8.3 310 610 3/4 3C951 Certified and UL Listed. -7 "b. (•)Limited availability contact your local branch for avadabBity. 3688 I GRAINGER Ventilator operates a * atically between 70 to 3asy-to-install. For 130°F. HP, 1600 CFIatures auto reset, ;twork.Adjustable thermally protected and permanently lubricated 0 24" or mount motor. Includes mesh screen,splash guard and heavy-gauge metal flashing. ; ,0,‘ Need a UMW motor? .' 19.70 "ass-•Y Grainger Parts has full-line access to Swan 16.94 lsas L 'I ,repa 9pads pads. anytime at 800-323 0620. Shutter-Mounted 9 Exhaust Fans $9�99 -1 Each -,n And Up,Special Each 'log 392 -,e,.,w"1` pa;'N�., Page 3664,Catalog 392 \*• ' %NWM '` zt V ,rl 4 • a" ., � ), No.206344 `jl�, gag T 2 .: Dayton' Efficient,easy-to-install utility exhaust fans feature automatic shutters,aluminum propellers t protection and corrosion-resistant poly-coated guards. 1500 watts, No.4YC44 3-amp speed controller*. 115V, 60 Hz watts.Nos. totally-enclosed shaded pole sleeve bearing -over switch. motors. - *Available on page 3714,Catalog 392. 'Ye"l>.6'4. ,�x»`�'`tr9PEC1N11 "' "'. i �' sU!.S $y:s7tki!`�,_'<' I 4 1 7 _ 4.8 140 1/30 2C6344 90000 '94a9 '9.90 '26.99 10 - 6.6 585 1/30 _ 26.819: 111A0 105.99 1.90 40.49 12 7.6 800 1/30 2C710 12295 116.99 1.90 22.49 16 - 8 1095 1/20 20713. 161.50 153A9 '50 13.49 18 8.4 1860 1/15 2C7064 21200 201.49 • iger.com Prices good March 1-31, 2001 19 04/15/2001 21:09 2062953656 MANINC PAGE 01/01 wiz-t -',`J J.S.'J5 Y1J-JfAr rZrz.nn ID=9095226257 � �l H// 1363 E.Grand Ave. • Pomona.CA 91766.(909)623.6944• Fax(909)622-6267 To Whom it.may Concern: • Rat New Industrial Spray Booth lasialiation_ We would,like to provide the following information in regards to the construction and approval of our manufactured paint spray booths. Span;Systems spray booms coMfam)with al) of NFPA -33 1996 Edition, Standards For Spray Application Using.Flammable Or Combustible Materials,EPA. ,OSHA, SCAQMD, and the 1997 Edition of the V.F.C.Uniform Fire Code article 46, Requirements with Regard to Ventilation and Remove,of Particulate Matter. AR electrical components used in the manufacture of Spray Systems, Inc. spiny booths are U.L. Crated add.'motors are HENIA rated. MI booths meet or exceed guidelines established by the ' national code agencies such as the National Electrical Code, 1996 Edition, Uniform Fire Code, Uniform.Building,Coca (1997)IC91O-01 and the National Fire Protection Association. Spray Si:nixing Exhaust Fans Conform with! NFPA 91: Blower and Exhaust Systems for Dust,Stock and Vapor Removal or Conveying. Spray Systems Exhaust Duct Conform with: HFPA 91:Slower.and Exhaust Systems for Dust,stoat,and Vapor Removal or Conveying-Class .1: Conafrutiiar, Only_ Ductwork also conforms with'94 UFC section 4502.5.5_. Fluorescent light Fixtures for Hazardous Atmospheres .spray Systems fluorescent Open Type Light fixtures am U.L listed-597R 823R9 Vice light Rxtures for Hazardous Locations meet Class 1 Gases and Vapors Division II-Not Normally Hazardous Group A,B,C and D. Please:calf me if you have any questions reganiiug our spray booths. Sincerely, Robe A. uck Wee P t • • • • • Engineers-Manufacturers- Installers • industrial and Automotive Spreybooths • Paint Finishing Systems • va rwE ini DESCoPOOORS vCHANGE FRONT • 1 AC ens— 0%?92�Fed M E OAi� PRESRy; 3HAp0 au q .5" E F C. CAP ' iDTPl I 1�T/t (40)2042 D L LX PO, ✓'� RO ' i v(m3S1 ask'I I liTh,r Pyfrars4 14 7,4 A: d 414411Mlirttillizfrir/S-411111tiaAll/PrAA-/ / Ar'.!!�►.,` / ,�, �r~ice•air ' A/1._ ,„„ ,.„.,,t, . ,,,„....s._ -7/"0".r \\ 1C a lb ' Te•P/ A,,, to z ZRF\R ACC C f /�I % towfr "x25 �"(2) VAP E 5) '� INSPXE itill li cIL Vii al%1/41* `� �/ �/ 0 / (72)20S LOCA'ffD IN FILTER CE DOORSp00R IllaiFRONF &NNE X Italy // /// �� OpE10 OR FRAMES// STEEL 00 ,,,yieO L. f/� /�� Oe� PANE1S, oG AN BOttOM ��, // � �s. \� OO tACCA EDGE 5 4 SA CHI s'No xo5 p POLY.- 4"-4"� �.Q D % \ 7' O H �EpGE 505. I � CK OM UDR 5 ?M-a noveR 0 U R T IMF L w T C b1 °° GV'S5 Tat: `O pAII`I� g00��0,G N0. D A76 P ppm: �5 Jp1 7 07 4 1363 E. 91766 (s�R�// PD9o9)623 b944 D RES�pG�I,MARTIN � : NONE - U �VIG SOSEES Ina OTEKF( OF SppPNPDY FRGN ONE A PNDE SHEEF: OF SQL C RA �`� ES ORPWCONOR1oN YHANo 5E5U80Y i0 RE(URN 0$ E DENTIAI- on* HELO CCNFI — S AN JUAN �OMp0SITES "va0— 2416-FFOT - • CITY DC"VOT REMOVE ( )e�~+�oa CORRECTIONS REPORT ANACORTESos# - a Building codes 293-1901 a Fire codes 293-1925 0 Public Works 293-1920 =' The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR r PERMIT NUMBER a 7 £o o i ADDRESS DATE 9 k0 'a 4 L. gyalo 1 - ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE RK CORRECTIONS NEEDED ❑ STOP WORK I9QtA A0�. C. 5\b toAN.:,-‘v f. Oro-lae,a�k- `'.4.,f,,,,e..0; 1 y i" s r:Thcn a9.-L. O 9...f tYlc 'Z b Sid w o wL t,.3c,tI - L v� , c=aQ L ?%fl4ozJ9 7- C- 2 a v1 Fait te. d,epLt t.s o ma) j Sov�x' .�yy . , ° , , l S -sr, v, &t-A�s'tt- Fv .s sie_2, C;vU ,> j\c el'a<« QLb-0, Di)Psts-v t OR t't+RfQ Pll-.a-t+v\ C1 o—\u tlt r-- `Z,.i nis.t *tt 0..C.A-UraQ (At.4w-a Q c� q 5% e tnr viOt Cacrr.,t rsn�0.Ax�'_. t�c.tr-t® b-tstcaVslt o�0 yoc4 4 `c-4 d..V — 4-oSc Pae610 Cicvve•-12 CA Ct.r0 { 1.-19 (-1Zi 9 .8.. LOA- C 4t2. inn' Co i- e� cr0Sc r l oc,k3e t a4 Li L0*- c s,' r e-4 �c.) Lt) , ua cyjL0 c ? •A()enc./ :cote LCr Jrr P �Yy�� t = 1O3 hexcaei Si pq (c--+, ` Lt ae t o ) " a': Fir-, . I nd-L- OOyR e -- NOTIFY INSPECTION OFFICE \��q WHEN READY FOR REINSPECTION �1 1�-'-� ° ' INSPECTOR \ {{77 ib4 i i 0TV D( ,JOT REMOVE 0 �� 0.0 CORRECTIONS REPORT t A Building codes 293-1901 4 col ANACORTES ac Fire codes -293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. , OWNEW CONTRACTOR PERMITNUMBER ADDRESS DATE - %R0 314 VA. a i?i 01 ❑ NOTAPPROVED FOR COVER ci la,NOT APPROVED FOR OCCUPANCY OR USE CORRECTIONS NEEDED a.- ❑ STOP WORK t S :tM i sue ,;-mot CD ` �a,d3-�-- v,U--vim— i .i;a-c rthj C7 ec A cr...x it 2e t=ca- . ,eta rY\ r` - t ` \>._..t Nt �,-. �®akL `mac' v} ' ' w t+-6ct' . dcj &' � 0 - �ttr1C,-; —a S 11 •Yla eps CRJZ 4 3-�sxrS' r r tlr r •e i �:r e'w F ii.v...rr- {e YOU.+ ) ,^f - e /� e r 1 {fY^� (.[�C-t�-V �a-W r✓�L^'i} YI,L'LiC+L»� e NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR a t • . 6<..0 DC`NOT REMOVE .._ can _.voila, 2 CORRECTIONS REPORT +-kW' J Ca Building codes 293-1901 ANACORTES ia- Fire codes 293-1925 „ - ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within - days. OWNER/CONTRACTOR I PERMIT NUMBER ADDRESS ' DAT L�a� 3y -- Ja) 0 1 CI NOT APPROVED,FOR COVER NOT APPROVED FOR OCCUPANCY OR USE }}CORRECTIONS NEEDED tea STOP WORK isisig TT t -ek_A.SZ-o. �-✓,ate a--, u t1- `.;9------ \3 Tha 'alipv. Pet IkkNoL;c o,a4.6 catbir . S - `4 - ----- a, tit\-- W aAre51 SP.L'- CA)-•AAj \- rook- i`'eA 0,0`^"0 li S r es�L. esc - en\--\s pts..: `--0 ®-P �LQOw"a-c1~ II t0 , �wO lt ,stQ S1-o�[Z �\ per, `�'IA.R t-ay10-tf \v UJ ckrura t t g31/4) v,'ta-f2„ 9 fe lOCet `-moo 9,90-,c;ptA (&Q e F Loco 0,3 a-A.--b S o'tcxle I -A S t- CD NOTIFY INSPECTION OFFICE �` WHEN READY FOR REINSPECTION INSPECTOR I I-_ • cavgFo- I:1OT RE_MOV E ��+cow��y CORRECTIONS REPORT ▪ ANACORTES Li LI Building codes 293-1901 f I Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMIT NUMBER r aa.Y-. TL n.d.i. and..1 ADDRESS 1 DATE 9p1- 3q Va�br ❑ NOT APPROVED FOR COVER ❑ NOTAPPROVED FOR OCCUPANCY OR USE CORRECTIONS NEEDED ❑ STOP WORK t __ tk,-, ti mot— jt}-Q ✓, C9.4 r /1/1JL1. 2.oa4-aC "'5 "2�. r ctkic . , it -2 RbY104 S(% oe'�-`J z-� V\;tA �kyec — \ " tit E.. l`jj L 0cx2 ras (Ds(= ,.) ) P NJ:kct,31.(\ n-c---1/4,h \-t. - ' ''' • ria.75. ValAcL_Mizzittjeffc - 0-4 2 .at2 1 a f: k 9 V` r1 � ---, QI � 13 o-a- r _ n _ gam c NOTIFY INSPECTION OFFICE - - - WHEN READY FOR REINSPECTION I PECTOR I I CITY OF . : DC 'JOT REMOVE G� A CORRECTIONS REPORT 4costS ❑ Building codes 293-1901 ANACORTES q Fire codes 293-1925 01 Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMITNUMBER 11// � LAKe 7 n ;i; 12vc!<iivj ADDRESS / I DATE 4/ 19 `` S7` 7-2-a, ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE fif CORRECTIONS NEEDED ❑ STOP WORK , , STh AJP J TO b e `n o bui/a/e. J / t lO/ A +/ / �Av;ni7 Not Co-,AM r9.4 Pl. A,✓ casts, t- AJo,a77- &o( �. ¢ / irkf CUM a N c78 d- M f F Nc&c/ To h e rJe..,J`efok- NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION IN OTOR 1 1.h ,Wry, 0— ri nu,5 .....:-----* .q; _• tale S„-aPP 90��� � ��of Te+ Ti'O I �'fi, ,� WORK B= CH l O' 7r�' r7-SJ-E , .i icierfe ail° i ��. 1 k , Or:- WORK B?; CH of�'e ( W, Tyr, I l G�c2v eA cal/cc.ior• CHOP ' AW p . r _ %�� /10%.` /a/o/ i 'fy� w,+acxs _/ N " NT.S < rd' m 00 --./ ' d TABLE SAW o i' o 0 Q w t {till Gw r� s55an• ix S W i ID IS "i cV O N N d c i I D 't 1/4-4111 91 4.1_-- � \ v vv ', a 4' PI 0 BOLL' _ FILL - -,a - TYP. �s c'N s 0. - 0• 47'-0' ,�-�, 75'-0' N �� -, . t / y , .JET' DUST COLLECTORS ( t EASY TO DESIGN YOUR OWN SYSTEM This typical dust collector system needs: 2-dust hoods DC-650,1200&1900 'µ 1-9"or"rfitting 1� „ tt/r' • Industrial quality - 7 3-lengths of hose flab^'.,.= motor and construction 2-blast gates JET SPLICE FITTINGS ) to effectively handle the 10-hose clamps • Made of tough,abrasion resistant ABS collection of wood chips black plastic and sawdust II cAMP • Used for connecting full sections of hose • Single-stage design allows economical, for longer runs,or to utilize short sections quiet operation '.%;t/„--�—� HOSE •Anti-static for added protection against i • Four castors stabilize each model and O�Cait 0( static electrical build-up allow total mobility �xZ ➢J` • Slightly undersized to fit inside hose • Industrial controls are designed for years �� 1L� =i (.2 I'trouble-free operation 'L.� % -_J AilStock Number. JW1018 JW1019 • Powerful, single phase motors are Nos I,%I^rORrmms '1 i 11 Material Thickness fin): '/xr star permanently lubricated, totally enclosed, 10 Size(in): 3 4 tan-cooled,and are continuous-duty rated momosE • High air velocity design creates a more powerful tool •JET dust collector bags now have an REPLACEMENT BAGS elastic band for easy installation DUST COLLECTION BASICS BOOK JET replacement bags now have an elastic • Stock number JW1050 band for easy installation STANDARD EQUIPMENT •Written with the home shop woodworker • Filter bag •30 micron filter bag on DC-650,DC-1200 and DC-1900in mind Collector bag •3Si micron collector bag • Discusses topics such as system design, Single-hose connection,DC-650 Model: Stock No. •Single and double-hose connection,DC-1200 duct material,fittings, construction and •Single and triple-hose connection,DC-1900 grounding 650 filter hag 708695 O p•Wheel castors • 40 pages including drawings, 650 collection bog 708697 1200 filter ha 708698 - •Connecting hose not included photographs and grids JET 1200+collection bag 708699 DGI200 D(-1900'i --_ 0C-650 ---m.. .��.- 1900+filter hag 708689 E E'P a JET SPECIAL APPLICATION BAGS •.w �' ' • and other applications that produce s-f— I HR Vc for — Walk fine dust t. tea, Modek Stock No. 650 5 micron 108701 �•- 1200 S micron 708702 1 1900+8 micron 708703 _ y " NRNC A WARNING: There is a fire or explosion hazard if all duct work is not properly grounded. Model: DC-650 DC-1200.1 DC-1200-3 DC-1900-1 DC-1900.3 pilled J-1ti1S1 (!IC•JaL110•' Stock Number: 708621 708622 708604 708623 708608 1 Blower Wheel(Die/in1: 9 Yr 12 12 14 14 • Complete kits to hook up one or Sound Rating 4@ 3ft.: 60 -70 dB 65-80 dB 65-80 dB 75-90 dB 75-90dB - serveral machines Hose Connection(Dia/in): • Made of tough,abrasion 1-Hose: 4 6 6 8 8 resistant ABS black plastic 2-Hose: — 4 4 — — 3-Hose: — — — 4 4 JW1054 5-Hose — — — — — Includes the following: Bag Diameter lin): 14 20 20 20 20 • 4"x 10' dust collection hose Filter&Collector • Universal dust hood Bag Length lin): 23 5/s&23 s/a 34'/2&34 yr 34'/r&341/2 48&34 lb 48&34'/r • 2-4"hose clamps ` Collector Bag Capacity(co ft) 2.1 5.34 5.34 10.68 10.68 Air Flow @ 4"((FM): 650 1,200 1,200 1,900 1,900 JW1055 Static Pressure(inch of water): 8.5 9.5 9.5 10.2 10.2 Includes the following: Velocity 04"tFPM): 7,480 13,793 13.793 21,839 21,839 • 2-4" blastgates Overall Dimensions(LxWxH/in): 27 x 14 x 57 34 x 201/2 x 771/2 34 x 20 Yr x 771/, 55Viz 23 x 99 551/2 x 23 x 99 • 2-4" x 10' dust collection hoses Motor MC): 1 HP,I Ph 2 HP 1 Ph 2 HP,3 Ph 3 HP,)Ph 3 HP,3 Ph •Tablesaw dust collection hood 115/230V 230V Only 230/460V 230V Only 230/460V • Universal dust collection hood Prewired IISV Prewired 230V Prewired 230V •Y fitting L. Net Weight(Ibst: 84 143 153 198 208 • 10-4" clamps foal Doc Letter 2 - SPECIFICATIONS 1 DC-1900 c STOCK NUMBER ... ..708623 BLOWER WHEEL DIAMETER 14" SOUND RATING 75-90 DB HOSE DIAMETER 4" x 3 (8" x 1) AIR FLOW 1900 CFM VELOCITY . 10825 CFM STATIC PRESSURE .. 10 2 INCH/WATER BAG DIAMETER 20" COLLECTOR BAGS CAPACITY 10.68 CUBIC FEET OVERALL DIMENSIONS .. .. .... 55-1/2"L x 23"W x 77-1/2H MOTOR 3 HP, 1 Ph 230V NET WEIGHT (APPROX.) 198 LBS, SHIPPING WEIGHT (APPROX.) 206 LBS. 131 — - , J .� " cn P-, c-t �-�_ ` 0 Ao /0i - Z ck PArµ fL "'�' fix e�/ 2xa.o 1 sfl...0‘...-A-,-ed(r ------ ---- -- ---- ------ �� o 3 U r� it Gs Y 0 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. - PERMIT CENTER i 9 ;, :' : 'co P.O.BOX 547,ANACORTES,WA 98221 (360)293-1901 •FAX (360)293-1938 It ,W IAN MUNCE,DIRECTOR 'Q C.O ttl. EDWIN FRANK,BUILDING OFFICIAL•Email:ed@cityafanacortes.org April 10, 2001 Me An 1 1 py J \�(VN Alan Perkes �[}�f ®�`� Alan Perkes Construction j5C n 17713 B Dunbar Road ,v,�y'1 Mt. Vernon,WA 98273 0 CIO CJ�`�Qy� �Ve RE: New Boat Fabrication Facility 416 34th Street 41 L,J I tA 1 D \ Dear Mr. Perkes: �t ` The following comments are a re-review of the submittal for the above referenced project. Each item corresponds with this department's original letter dated March 16, 2001 and Mr. Tim Goodman's letter dated March 28th, 2001. GENERAL Deferred. Also note NREC Checklist for electrical fans, lighting, and mechanical has not yet been provided.QC -?,Q-ov k as1 rovided. Provide verification of soils bearing capacity at 2000 lbs. per structural sheets, not yet provided.E C R 1 O ^� Provide wet sealed and signed drawings, not yet provided. - t� f -—Ci Provide a copy of a recent survey, not yet provided. otC SITE PLAN 1. Civil drawings not provided. Pleas vide a site plan for review. 2. Civil drawings not ided. Please provide copy of recent survey. Civil drawings not provided. Civil drawings not provided. Varco Pruden elevations are ace ptable. 6-7. Noted 8. Civil drawings not provi. -d. „ A revised landscaping .lan has not been provided. Lell9<® f _ `.� Noted (111. Noted, civil dra , ngs not provided. A 12-stall bike rack will need to be provided based on the re,uired 61 parking stalls. City Ordinance No. 17.41.020. Show on drawings. 12. NA 13. Civil dr. . ings not provided. 14. NA 15-18. Civ., drawings not provided. 19. A 20. NA 21. NA 2'. NA 3. NA 24. Engineering Department will complete storm drainage review. BUILDING The tenant will need to provide a floor plan and letter indicating specific use and locations, such as machine shop, flow coating, woodworking and painting. The tenant has indicated they will apply for a permit for improvements. xa Jzs« >4 2. Noted 2 ,, 1 _ ) ( ) I 2 The tenant will need to complete a hazardous materials statement and plan acceptable to the Assistant Fire Chief,Dan Harju can be reached at 293-1925. This will be addressed with the tenant improvement permit. ,„r 4. Deferred I 5. Provided ,-- 6. Noted;----- 7. Noted ,-/— „.-8/This would need to be a Hi-Lo type drinking fountain, one at standard height and one at barrier free height. WAC 51-40 Section 1106.13 and Section 1105.4.1. ;C- C' Door schedule provided. Doors No. 22, 1, 7, 9, 14, 18 exit doors shall be ��� openable from the inside without the use of a key or any special knowledge or effort. Typically this would be panic hardware. What is proposed?Hardware types ed to be addressed to each door. UBC Section 1003.3.1.8. LesL,L Verify door landings per UBC Section 1003.3.1.6 and Section 1003.3.1.7 and accessibility requirements per WAC 51-40 Section 1106.6. D v.i„J- p ��11. Deferred o 12. Noted 13. Deferred 14. Deferred 15. Noted 16. Noted 17. Noted J t " Documentation not provided for verification of fire sprinkler structural support capacity, 250 pounds plus weight of the water filled pipe per UBC Table 16-B. 19. Civil drawings not provided. MK gP 20. Noted 21. Noted 3 Civil drawings not provided. Respectfully, CITY OF ANACORTES Don Measamer -P'r Dt-r\ Plans Examiner DM:md 4 0) Building Department Memo FL EC4PY To: Alan Perkes 17713-B Dunbar Road, Mount Vernon,WA 98273 From: Don Measamer Date: 3/26/01 Re: San Juan Composites—416 34th Street,Anacortes Please find attached the consultant's review for the above referenced project. Please feel free to contact Mr.John B. Semrau for questions and comments. You may also feel free to contact me at 293-1901. • • Pagel erTh .a, ' MICterK �] 6 SEMRAU ENGINEERING & SURVEYING, P.L.L.C. MEMORANDUM San Juan Composites TO: Gary Barnett, P.E. Engineering Department, City of Anacortes FROM: John B. Semrau, P.E. & P.L.S. .g5 SUBJECT: San Juan Composites CC: DATE: March 23, 2001 RCc 7 3`ac000f OrTh I have reviewed the project plans and information you provided at our Monday, March 19 meeting. I also met with Lyle Davis who assisted in utility and boundary research for review of this project. The following issues need to be addressed in further detail: 1. The legal description supplied on the civil plans does not coincide with the boundaries shown on the drawing. Given the description shown on the plans, the biofiltration swale to the south of the site along 34th street is not located on the subject property. This swale also needs to be adjusted so that it does not fall in the City road right of way. The westerly end of this swale also falls in Tract A, "Anacortes Industrial Park". Tract A is a Parks and Planting Area. 2. The City Utility records indicate that an abandoned sewer main runs under the proposed building and an existing sewer manhole does not appear on the plan at the east side of the site. The abandoned sewer main needs to appear on the plan and be addressed by the designer and building officials. The sewer manhole needs to be shown and raised to match the proposed finish grade. 3. The proposed biofiltration swale at the northeast corner of the site at 33rd Court needs to be designed and located on the subject property instead of in the roadway and trail rights of way. 4. A retaining wall, up to 10 feet high, is proposed along the north boundary of the site. I did not find a design for this wall on either the Civil or Building Plans. This wall needs to be designed by an Engineer. Guard rail or other form of barricade and delineation should be shown for the area of the wall and adjacent to the 10 foot vertical 2:1 side slope. 5. The proposed gravel fire access located along the north boundary of the site is located in a 30 foot easement found on Short Plat ANA 98-007. This easement reads on the face of the plat, "30' ACCESS EASEMENT IN FAVOR OF LOT 1 AND 30' UTILITY EASEMENT IN FAVOR OF THE CITY OF ANACORTES." The proponent needs to obtain or show he has obtained an easement for the fire access. I notice the access will be gated. Details of the proposed gate will need to be approved by the Fire Marshal. The cross section of the gravel needs to be noted on plan, 4 inches CSTC and 6 inches Ballast over a compacted subgrade per COA standards. 2118 RIVERSIDE DRIVE,SUITE 104-MOUNT VERNON,WA 982735454-(360)424 9566 FAX(360)424 6222 ses@semrau.com - SAN JUAN COMPOSIT fl GARY BARNETT March 23, 2001 6. The Large Parcel Storm Water Plan calls for spill control catch basins prior to each biofiltration swale. These are Type 2 catch basins with a floatable separator installed. These basins need to be revised on the plans and a detail shown. 7. The south biofiltration swale (34th St.)design does not include energy dissipation at the inlet and neither of the swales include any grade control weirs. Designer needs to include these items or justify why they are not included. It was noted the designer used 64% of the 2 year peak rate of runoff instead of 64% of the 2 year rainfall, 0.90 inches, routed through the basin to generate the 6 month storm runoff. 8. The downstream analysis does not include sufficient details such as pipe sizes and routing details. The capacity of the outfall pipe to the Bay does not appear to be included. END OF MEMO 4168-GB-4.doc 2 O,- YT=- S\ \siiriet,►w r CITY OF ANACORTES P.O. Box 547 'Feb v'-1 Anacortes, WA 98221 -la v ED S Phone: (360) FAY �. FAX: (360) 293-1938 ab0 Date: 3 I ato! o Time: \\`_ k D PM FROM: .- CSM Cover Sheet Plus a Pages COMMENTS: 0 . & ce^-I)c9-a - n 4 \(? ✓` th ,(Q9 �L'aewa-a, cG =MI IC l C gy-j'efirj -"Warr m. _ -- - SEMRAU ENGINEERING & SURVEYING, P.L.L.C. MEMORANDUM San Juan Composites TO: Gary Barnett, P.E. Engineering Department, City of Anacortes FROM: John B. Semrau, P.E. & P.L.S. J SUBJECT: San Juan Composites CC: DATE: March 23, 2001 R 3 ato I D ` Dr I have reviewed the project plans and information you provided at our Monday, March 19 meeting. I also met with Lyle Davis who assisted in utility and boundary research for review of this project. The following issues need to be addressed in further detail: 1. The legal description supplied on the civil plans does not coincide with the boundaries shown on the drawing. Given the description shown on the plans, the biofiltration swale to the south of the site along 34th street is not located on the subject property. This swale also needs to be adjusted so that it does not fall in the City road right of way. The westerly end of this swale also falls in Tract A, "Anacortes Industrial Park". Tract A is a Parks and Planting Area. 2. The City Utility records indicate that an abandoned sewer main runs under the proposed building and an existing sewer manhole does not appear on the plan at the east side of the site. The abandoned sewer main needs to appear on the plan and be addressed by the designer and building officials. The sewer manhole needs to be shown and raised to match the proposed finish grade. 3. The proposed biofiltration swale at the northeast corner of the site at 33rd Court needs to be designed and located on the subject property instead of in the roadway and trail rights of way. 4. A retaining wall, up to 10 feet high, is proposed along the north boundary of the site. I did not find a design for this wall on either the Civil or Building Plans. This wall needs to be designed by an Engineer. Guard rail or other form of barricade and delineation should be shown for the area of the wall and adjacent to the 10 foot vertical 2:1 side slope. 5. The proposed gravel fire access located along the north boundary of the site is located in a 30 foot easement found on Short Plat ANA 98-007. This easement reads on the face of the plat, "30' ACCESS EASEMENT IN FAVOR OF LOT 1 AND 30' UTILITY EASEMENT IN FAVOR OF THE CITY OF ANACORTES." The proponent needs to obtain or show he has obtained an easement for the fire access. I notice the access will be gated. Details of the proposed gate will need to be approved by the Fire Marshal. The cross section of the gravel needs to be noted on plan, 4 inches CSTC and 6 inches Ballast over a compacted subgrade per COA standards. Z1 an 3 2118 RIVERSIDE DRIVE,SUITE 104-MOUNT VERNON,WA 98273-5454-(360)424 9566 FAX(360)424 6222 ses@semrau.com SAN JUAN COMPOSIT, `^", GARY BARNETT March 23, 2001 6. The Large Parcel Storm Water Plan calls for spill control catch basins prior to each biofiltration swale. These are Type 2 catch basins with a floatable separator installed. These basins need to be revised on the plans and a detail shown. 7. The south biofiltration swale (34th St.) design does not include energy dissipation at the inlet and neither of the swales include any grade control weirs. Designer needs to include these items or justify why they are not included. It was noted the designer used 64% of the 2 year peak rate of runoff instead of 64% of the 2 year rainfall, 0.90 inches, routed through the basin to generate the 6 month storm runoff. 8. The downstream analysis does not include sufficient details such as pipe sizes and routing details. The capacity of the outfall pipe to the Bay does not appear to be included. END OF MEMO 4168-GB-4.doc 2 0 .-i� l J . • CARLETTI ARCHITECTS, P.S. architecture & planning March 28, 2001 fC: i?'_ - Don Measamer . ;,,'W Anacortes Planning&Community Development a `r ; y ! P.O. Box 547 Anacortes, WA 98221 Reference: NEW BOAT FABRICATION FACILITY SAN JUAN COMPOSITES - 502 34Tn STREET,ANACORTES Dear Don: The following comments are in response to a letter signed by you and addressed to Alan Perkes Construction dated March 16, 2001. Please see the corresponding items listed below: General •—.1C-The mechanical and permit applications will be a deferred submittal. , „..-2� See Cover Sheet A0.0 for information requested. a, See report attached and provided by Alan Perkes RConstruction. ter ' -C y \ ' Attached find stamped set.�c7� P-��Refer to Civil Engineering drawings attached. ( c- (3 Ax c Site Plan 111 Refer to the Civil Engineering drawings attached. Ud Refer to the Civil Engineering drawings attached. _ _ 9 a, Refer to the Civil Engineering drawings attached. INI`ss' a Refer to the Civil Engineering drawings attached. .-tR_Per our phone conversation of March 28, 2001, the Varco Pruden building elevations will be acceptable. ZJi---See Cover Sheet A0.0 for information. ‘,-71©�N/A Refer to the Civil Engineering drawings attached. _ Q 9 Refer to the Landscape Plan and Details attached. `" '_This will be a deferred submittal regarding the sign and permitting. Refer to notes on A0.0 for calculations and also revised Civil Plan for drawings. > k3.1Z12 Q_o-Cie.._ N/A (01' Refer to Civil Drawings showing the location of the dumpster and existing recycle area. N/A 01111 Refer to the Civil Engineering drawings attached. ram, Refer to the Civil Engineering drawings attached. 0 Refer to the Civil Engineering drawings attached. WO Refer to the Civil Engineering drawings attached. r19. N/A - Or —.cctc"�t ioiherOver Sheet A0.0. MI , 21. NIA, 1404 East College Way, Suite 103 Mount Vernon, WA 98273 (3601 424-0394 — (360) 424-5726 San Juan Composites ' Paof 2 March 28, 2001 fN/A ' Site Plan Cont.... i237----'N/A , ' — Refer to the Civil Engineering drawings attached. `ter o Building Refer tp the Cover Sheet for the added notes. Refer to the Cover Sheet for the added notes: p IL \gos'v ® Refer to the list provided by Alan Perkes Construction as to the amounts of hazardous material. OP-.At Olt— These materials will all be stored in approved fire cabinets. i4'.0te--The mechanical drawings including the systems of the exhaust fans and heating equipment will EL__ be a deferred submittal provided to you by the mechanical subcontractor. 9t3v.AS — 6' PJ- - Refer to the Cover Sheet for the added notes. q fr t Refer to Sheet A2.0 for added notes. r/jT We will comply and notes have been added to Sheet A2.0. -flier to Sheet A2.0 for added notes. AP See completed schedule Sheet A2.1. - at The building will comply with a section of WAC 51-406 and 1106.6. _ This information will be a deferred submittal by the mechanical sub-contractor. ,0�l Refer to the Cover Sheet A0.0 for added notes. 3! This will be a deferred submittal and submitted by the crane supplier. , —1 Deferred submittal will be provided to you by the mechanical and electrical subcontractor. Please excuse the error of the plot. Please find attached a new plot of Sheet A2.0 to a scale of 1" equals 10 feet. - . . Find attached the letter from Varco Prudent supplied by Man Perkes Construction and signed by the engineer. P Fire Extinguisher size will be 2A10BC for the office area and a 4A80BC in the warehouse area. These requirements were discussed with Alan Perks and Dan Harju, Assistant Fire C•ief. r'1 Refer to a dferred se Varco Pruden plans. f 1 . See Civil Drawings. The sprinkler system will be electronically monitored when the number of heads exceeds 100. This will comply with the UBC Section 904.3.1. See notes added to Sheet A-2.0. _ 2f One fire alarm box shall be provided to initiate a fire alarm signal where fire alarm systems C employ automatic fire detectors or water flow detection. This will-comply with UFC Standard 10-2, Section 3-8.1.2. See notes added to Sheet A-2.0. See notes and comments from the civil engineer. , If you need any further information, please feel free to contact me. Sincerely, - ege01"-----________ im Goodman, Project Manager ' Carletti Architects, P.S. cc: William Wooding _Alan Perkes Construction Dale K. Herrigstad—Herrigstad Engineering CARLETTI ARCHITECTS, P.S. liar. G_+ LU01 11:-JH1 Fl 0 0 CHEMICALS AND ANTICIPATED VOLUMES IN NEW BUILDING FOR SAN JUAN COMPOSITES LLC 2.26-01 MATERIAL QUANTITY NFPA West System Epoxy 0-5 Gallons 2-1-0 Denatured Alcohol 0-5 Gallons I.3-0 3M General Purpose Cleaner 0-2 Gallons 2-3-0 Contact Adhesive 0-5 Gallons 2-3-0 Unsaturated Polyester Resin 0-10 Gallons 2-3-1 Acetone 0-10 Gallona 1-3-0 Calmat 0-10 Gallona 2-3-1 MEKP Catalyst 0-1 Gallons 3-2-2 Sterling Paint 0-15 Gallons 3-3-1 Epifanes Varnish 0-5 Gallons 2-3-0 ACP Bottom Paint 0-4 Gallons 3-2-0 Tolulene 0-5 Gallons 2-3-1 Methyl Ethyl Keytone 0-5 Gallons 2-3-1 II Intarprotect 2020 Epoxy 0-5 Gallons 2-3-0 NOTE: ALL CHEMICALS TO BE STORED IN FIRE CABINETS Oc C ���� Multi-Purpose Fire Extinguishers uishers p g BADGER TACKLE MOST RISKS • EXTREMELY VERSATILE MB Badger's stored pressure multi-purpose fire extin- I I 90% QUALITY • VALUE • CHOICEguishers are extremelyversatile as theywill tackle M•A.P. the majority of fire risks found in most commercial, i �.;;---, industrial and domestic environments. I They are suitable for use on class A, B, and C fires - - and mount on any surface with wall hook,forked —" hanger or if preferred,can be supplied with optional vehicle bracket. UI ,.. INSTRUCTIONS f: T ^a� . ' 7 .`, t ` 5 � o gl ., e `.•a ° ©EYAT BASE O FIRE. USE I SrZ.I1 ''t - .4i O SOUEQETNE LEOEe EMEE� ` VA. e_; y� ; ' r e EnaM Enero woe. A FY 1 )1f 7.P' h l 1 syr ucT o =:T 1 '- ' 1 MI - (' BadB' 0 Badge' 0 B.,,:ig, Badger tire protecHa A B C ‘, W Suitable for trash, l� Suitable for t Suitable for Photoluminescent Sign . paper,cloth fires �,4,,,,, flammable ��computer,fax ORDER Na ZB647L ,'fc pair liquidses �B machine,etc.fires ���o,-,,,,�n,yR-�Pa�O��p� MODEL NUMBER 6250M B250M-B 85M B5M-B 85M-1 B5M1-B B10M B1OM-1 B2OM KINEDD 11UU ©I1115U I`V'l:,1L'� NOMINAL (CBS) 2.5 2.5 5 5 5 5 10 10 20 CAPACITY (KILOGRAMS) 1.1 1.1 2.2 2.2 2 2 2 2 4 5 4 5 9 0 Uh FIRE RATING 1A-1OB C IA-108:C 3A-008:C 3A-00B C 2A-108 C 2A-108 C 4A-8OB C 4A$0B C 20A-120e C ....—. . 'NS ITEM PART NUMBER 23462 23384 23390 23463 23464 23466 ; 23396 23467 23497 i SHIPPING (LBS) 5.4 5.8 10.4 1 104 104 104 i 18 18 33 '4i111111111 WEIGHT (KILOGRAMS) 2 47 2.65 4.7 ( 4.7 4 7 4 7 ( 8.16 8 16 15 UNIT HEIGHT(INCHES) 14.875 14.875 15.25 1525 1525 7525 1694 1913 2113 11111111111 (CENTIMETERS)37 78 37 78 38 7 38.7 38 7 38 7 48 1 48 59 53 67 UNIT WIDTH(INCHES) 55 55 7.25 725 7.25 725 t 775 813 925 FOR USE ON THE J (CENTIMETERS) 13 97 13 97 18.41 18 41 18 41 18 41 19 68 20 65 23 49 FOLLOWING TYPES OF FIRE: A This is information is sublet to change wlihoul nine While every effort been 0 eliminate errors,Badger lire Protection disclaimsBny liability for y errors or islnterprUtion of the information contained herein Conrad Badger it rot Or your leaf distributor for assistance Ill TT* 7g$4 TM.h, Fwood& l.mih.bl. EMetrical P.P. Imo. ine BADGER FIRE PROTECTION U Badger Fire Protection find your local distributor • product info 28647L www.badgerfire.com HERRIGSTAD ENGINEERING f / / Civil Engineer Li /// 3001 R Avenue, Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 April 6, 2001 Job#125 Gary Barnett P.E. Engineer Department City of Anacortes PO Box 547 RFC Anacortes,WA 98221 C i V e o APR Subject: Engineering design review of San Juan Composites. 200; nn Dear Mr. Barn crif G 41 , The following are my responses to the review completed by John Semrau on the above referenced project. Cr1/O4 I 0/ `0.. fied the boundary on the drawings and will attached a copy of the record:. survey. I am showing the swales encroaching into the City road right of way because I have been told that the Planning Department(Ian Munce)has said that in the Industrial zoning,water quality swales can be a part of the landscaping and encroach into the road right of way. I have removed the northern d any encroachment into the trail rights of way. dirk ✓es.c� j� 2. av .-._� / d,. .:,. I e ssin• sewer manhole as I". - - • ••Fo.oned sewer will be filled with CDF as indicated on the plans sheet C3. 3. The biofiltration swale at 33m Court has been removed. // 7 �� i 4. The retaining wall is being engineered by others and will be provided to li e . / 5. The property owner is pursuing getting the Easement language changed suc it will so favor Parcel A&B. The property owner is also the owner of Lot 1 shown on the easement. A detail cross section of the 20' gravel road will be added to sheet C2. 6. The spill control oil/water separator was added to sheet C2, as well as a section detail. 7. Energy dissipation has been included to the south swale and justification for grade control weirs is included in the Water Quality Control Plan, section 4 in the biofiltration design. I also revised the calculations to 64%of the 2-year rainfall as requested. 8. I measured the downstream pipe system in more detail and have revised the analysis to F reflect the exact conditions,pipe sizes and slopes to the Fidalgo Bay outlet. I completed a backwater calculation to determine the effect of high tide on the flow and have included the results in the Water Quality Control Plan, section 2A. If you have any questions or require additional information please let me know. Sincerely, Dale Herrigstad P.E. i 1 0 0 p�?Y— .et, ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. i PERMIT CENTER , P.O.BOX 547,RNACORTES, WA 98221 (360)293-1901 •FAX (360) 293-1938 4e IAN MUNCE, DIRECTOR .. Y EDWIN FRANK,BUILDING OFFICIAL•Email:ed@cityofonocortes.org March 16, 2001 ' 71FCO Alan Perkes Pr Alan Perkes Construction 17713 B Dunbar Road Mt. Vernon,WA 98273 RE: New Boat Fabrication Facility 416 34th Street Anacortes, Washington Dear Mr. Perkes: The following comments are based on the drawings and specifications for the above referenced project. Please respond to each item in writing, and by revising the drawings as necessary. GENERAL i1 Please complete the attached plumbing and mechanical permit applications. , (Q,1C— 1 1r.� .MQ �WD) frn,°C-off Please provide a cover sheet to indicate building size, occupant loads, occupancy group, type of construction, proposed building height, required parking, lot size, building code edition, use of building, fire sprinkler system, fire alarm syst , def rred submittal items, special inspection requirements, etc. }?/wv Pleascvrdeve cartoprof s gils�ipar�ng caactty,'aY'2,QOOIbs:,per structural fr � c„ 4,�t Povide ohe-setta dtawings wet stamped and signed by'the architect of record and s '— engineer of'record'0 5 Provide a copy of a recent survey for verification of property lines i II i Qom, ; --- SITE PLAN Please reference the attached site plan review worksheet by number. 1. A specific site plan is not provided, however, using the landscaping plan, it appears r-----) the drawing is to scale. A site plan needs to e provided which indicates property Hlines measurements and all setbacks. c' 2 Please provide a copy of a recent survey. Indicate all setbacks to property I��' es on the drawing. Indicate distances between ' building on the drawings. Y Indicate distance to existing structures. Architectural building - elevations are not provided with architectural drawings. The Varco Pruden drawings do include an elevation drawing. No roof top mounted equipment is shown. — Type of construction appears to be Type VN with a fire sprinkler system.cdC__ „," i NAG Easements are not shown on the drawings. N " '� Landscaping is shown on Sheet Ll. How will the landscaped area be irrigated? Tree requirements per Ordinance No. 17.41.030 do not appear to have been shown. ,� np , Most of the plantings are shrubs or hedge type plantings. Indicate shrub sizes and 'v tree sizes per Ordinance No. 17.41.020. 4 / l Proposed signs are not shown.o' Parking stalls are shown as 20 spaces. City Ordinance No. 17.46.020 would I 0( require 1.5 spaces per 1,000 square feet of manufacturing area, which would be 33 stalls. The office area would be approximately 8 spaces. Total spaces for this building would be 41 spaces. One bike rack space shall be provided for every five parking stalls per Ordinance No. 17.46.020. Please justify number of proposed parking stalls. S E_ — 019.9, e);v_-Q act 11 Driveways shown. r 13. Indicate how solid waste and recycle materials will be dealt with. Show proposed location of solid waste and recycle containers. i 2 14. 13. • 41110 Streets, curbs, gutter and right-of-way improvements to be red lined by Public 1 Works Department. r\ n 5 Ju 16. Storm drainage to be reviewed by Public Works Department. It appears that a �T portion of the drainage swales are proposed in the City right-of-way or railroad right-of-way. It may be necessary to acquire an encroachment agreement for such construction in the right-of-way. Use of the railroad right-of-way for any purpose would require approval of the Parks Director, Gary Robinson. 65) Water lines, fire hydrants, etc., will be reviewed by the Public Works Department. 1\. Sanitary sewer shown. Indicate required cleanout locations per UPC Section 707. Will there be any type of industrial discharge to the sanitary sewer system? t1--- --4H- Is1 - (111/4- dus •ng. . fines. 0 c_��neering Department will be completing the storm drainage and site review as soon as possible. \ BUILDING j d >f. ® Indicate specific use of building.Will there be any welding?Will there be any spray \�J' painting?Will there be any flow coating?Will there be storage or use of flammable or hazardous materials? Please verify occupancy groups. Group B - Office, Group F-1 Boat Manufacturing. Occupancy separation not required per UBC Section 302.1, Exception #3.2. 42 Where occupancies have quantities of material in excess of those listed in Table 3- D. A Group H occupancy may be defined per UBC Section 307. ? - Provide hazardous Materials management plan and a hazardous materials inventory statement for review per UFC Article 80. Cei1 \tj y\S‘422n11 i 3 0 ���� Provide a mechanical drawing to indicate exhaust fans, heating equipment / locations, water heater locations, combustion air requirements, etc. 0 CC r5,---- Provide details for barrier free restrooms per WAC 51.40.E ,.,jD i vide floor drain in the men's restroom per UPC Section 412.2.Selk. J" ,.-7: ' Floor type and w 11 hung type trough urinals shall be prohibited per UPC Section 406.2. 40 c -6 '� Any floor where water fountains are provided, at least 50 percent, but in no case less than one fountain,shall be accessible complying with Section 1106.13 and at least one fountain shall be mounted at standard height per WAC 5140 Section 1105.4.1. Cv 9 Indicate door hardware and door sizes to the drawings. The building is required to be accessible per WAC 5140 Section 1103.1.3. 10. Verify all exit door and entry door landings per UBC Section 1003.3.1.7 and - Section 1003.3.1.6. Details on Sheet 1 seem to indicate a step or grade change from finish grade to finish floor elevation. Changes in level and door thresholds will need to comply with barrier free requirements per WAC 5140 Section 1106.6. 11, . Contact Northwest Air Pollution Authority for ventilation requirements based on iNSuse of the building. Northwest r Pollution Authority, Lester Keel at 360-428- 1617 Extension 209. 0 i I . i, 6 1 /cam Indicate to the drawings all required special inspections per UBC Section 106.3.5 �U/ and Section 1701.5. high strength bolting and welding. - - IC-It appears from the notes on the crane data Sheet 1-1 that several components are not by VP, such as the crane bracket, stiffeners, tie backs, runway beam, crane rail attachment to t�s,welded attachments, etc. Please provide appropriate details. Please complete the Washington State NREC Checklists for mechanical equipment and lighting. d . The floor plan at Sheet A-2.0 indicates a scale of 3/32 = 1 foot - 0 inches, which does not appear to match the drawing. Provide accurate scale to drawings. The Varco Pruden letter of certification needs to be signed by the engineer. 4 V 07. Fire extinguisher size and types will need to be confirmed with Dan Harju, Assistant Fire Chief at 293-1925. 18. Please verify fire sprinkler structural support of 250 pounds plus weight of water 0,..9 filled pipe per UBC Table 16-B. VCall out signs at the head of the barrier free parking stalls per WAC 51-40 Section \ — 1107.3. � -A All valves controlling the water supply for automatic sprinkler systems and water t7 ✓ flow on all sprinkler systems shall be electrically monitored where the number of sprinklers are one hundred or more in Group Fl occupancies per UBC Section 904.3.1.Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be transmitted to an approved central station, remote station or proprietary monitoring station. I efG 4( For fire alarm systems employing automatic fire detectors or water flow detection %% devices, at least one fire alarm box shall be provided to initiate a fire alarm signal. This fire alarm box shall be located where required by the Chief. UFC Standard 10-2 Section 3-8.1.2. Jl What arrangements, easements are in place for the fire apparatus access located on the adjacent bui ' sites? Respectfully, I CITY OF ANACORTES I Don Measamer Plans Examiner DM:md cc. William Wooding 13540 Rosario Road Anacortes, WA 98221 f 5 n PROJECT DATA DRA \ PROPERTY ADDRESS 502 34TH STREET ANACORTES . WA 08221 - BUILDING CODE 1007 UBC AR 1007WASHINGTON STATE BUILDING CODE ACCESSIBILITY CHAPTER 11 'ACCESSIBILITY' A-0.0 ENERGY CODE 1000 WASHINGTON STATE NREC A-1.0 ZONING CLASSIFICATION INDUSTRIAL A-2.0 NEW BUILDING A-2.1 PERKING REQUIRED 22,500 MANUFACTURING S.F. • 1.5 STALLS/1000 S.F • 39.75 STALLS yy PER CITY OF ANACORTES 2537.5 S.F. OFFICE • 3 STALLS PER 1000 S.F. • 8 STALLS �T TOTAL • 42 STALLS REQUIREDat `'' EXISTING BUILDING ION CAMPUS) a 10.600 MANUFACTURING S.F. p 1.5 STALLS/1000 S.F • 15.9 STALLS 900 S.F. OFFICE • 3 STALLS PER 1000 S.F. • 2.7STALLS TOTAL • 19 STALLS REQUIRED 5TI TOTAL STALLS REQUIRED 61 STALLS S"1 PARKING PROVIDED 65 STALLS • OK S-2 OCCUPANCY F-1 / B E L f OCCUPANCY COUNT 197.87 E-1.0 BUILDING HEIGHT 34 FEET MAX CONSTRUCTION TYPE V-N C IV FOOTPRINT HEATED AREA 25.097 S.F. SPRINKLERS BUILDING FULLY SPRINKLED / PER NFPA B C-1 C-2 SPECIAL INSPECTION PROVIDE SPECIAL INSPECTION FOR BOLT TENSIONING OF C-S METAL BUILDING SYSTEM PROVIDE SPECIAL INSPECTION FOR ANY WELDING PREFORMED LAr IN A SHOP OR ON SITE. \---\eg, 'Al c tvr Q 0 LA_ sk-ox,cs--- .'+\vi> t L-1 AREA LIMITS AND INCREASES ALLOW. ALLOW. 1 STORY ALLOW. SPACE OCCUPANCY CONST. TYPE AREA YARD INCR. SPRINKLED AREA M E MANUFACTURING F V-N 8,000 S.F. 3600 11,600 X 3 34.800 S.F. SEE VI OFFICE B V-N 8.000 S.F. 3600 11.800 X 3 34,800 S.F. BUILDII TOTAL 25.097.5 S.F. SEPARATION ON 13) SIDES MIN. SIDE 38'-20.18'X2.5%•45% < 100% D E F OCCUPANCY CLASSIFICATIONS STRUC1 ROOM NAME SQ_FEET OCC. FACTOR OCC. COUNT REQ'D EXITS NO. EXITS MECHAI PRE-ASSEMBLY 4500 200 22.5 1 1 PLUMB' MANUFACTURING 18.000 200 00 2 2 SITE L+ OFFICE 2537.5 100 25.97 1 2 1 TOTAL 25.037.5 S.F. - 137.87 4 5 -' PLUMBING CALCULATIONS OCCUPANCY S.F. OCCUPA_N_T_ FACTOR OCCUPANT LOAD WC REQ'D/SEX LAVs REO'D/SPX I C nn wnw BUILDING DATA 416 34th Street - • Use Zone: Industrial Use: Boat Building Facility Lot Size: 103,445 square feet per application Lot Cover: 25,037 square feet (This Building) 24% Occupancy Group: Fl (Boat Building) B- Office Type of Construction: VN j Building Sizes: Offices - 2,537.5 square feet = occupant load 26 Manufacuring - 22,500 squre feet = occupant load113 Parking Required: Parking Provided: Building Height: 38 Feet per Variance Request Impervious Area: 51,955 square feet Barrier Free Parking: 2 Stalls Provided Bike Rack Spaces: 1 Per 5 parking spaces Occupancy Separation: Not required less than 25% of major use floor area per Section 302. BLo oaf CARLETTI ARCHITECTS, P.S. architecture&planning FACSIMILE TRANSMITTAL SHEET TO: FROM: Don Measamer Peter Carletti COMPANY: DATE: City of Anacortes 03/12/01 FAX NUMBER: PHONE NUMBER: RE: NUMBER OF PAGES INCLUDING COVER SHEET: San Juan Composites 2 Code Research Calculations ❑URGENT ❑FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY ❑FOR YOUR USE NOTES/COMMENTS: Don: Attached is our code logic on allowable areas etc. Please call if you have any questions. Thanks Peter Cc: Alan Perkes,Perkes Construction 1 Corlett'Architects, P.S. 1404 F College Way, Suite 103 Mount Vernon, WA 98273 (360)424-0394 FAX(360)424 -5726 10 - d 9ZLS "bat, 09£ SIDHIIHOLIV I11312JVD d6O = 90 I0-ZT --4e1A1 Mar- 12-01 06 : 04P CARLETTI ARCHITECTS 360 424 5726 >P _ O2 9ZL5'b7h l OYE) XVd b6E0-b Zb (09E) £LZ96 VM 'NONL3A 1Nf1OW OLZ 311115 '3AINO 3OIS2f3n111 bOZZZ { N. � I L�S � ' . . . - ---- Z �s,�. as. c,-,- Ra 4,;; of { . - `1-1/2`. 09 +th. 2.E . -- ,\Tz#° u . . . . . . . . . ? '-e ' b oL - arriem o. vA aN . 4o1 F? . �8. /K r _ c. x �% I �, 4xk. .alp aedl . • '.lsao°l.`(I . .5i'IX ocog . . vid. S31ON>: IQ / 3ivc 9u uueld g a�n�oapyoie 'S'd 'S±JiIIHJ21y I.L.L] 1VJ 3NONd3l31 ❑ NOSH d �JNI133W ❑ , 1O3f8f15 WIIONVki0W3W 0 5 (lL/ J'a7 till 1J3rOHd v U. 0 ,.,,� ... i,nirgr nay, Dove lvo tnounl Vernon, WA Yn[/J WO)424—O,f94 FAX(360)424-. 26 1 PRUJEC1 ``7'01VI �L�{{I�1 '�r'I{VDf1t.) Li MEMORANDUM SUBJECT A t1t ?'A.S I 1�� II MEETING PERSON TELEPHONE CARLETTI ARCHITECTS, P.S. DATE St2.la► ores architecture 8 planning czar YN . 7yp� Il k • T3tillicii .. .. PA . i . (kap s. rt"a17e, 543 Sveiah • qiy;de2 . gym,. s' t 3$'.e20? f5'x2, 5 ' =. 4 0 (54&4c) • Bobo $1.4 5 I I,Tudor 5*. _`--- used 25,03 Wiple, he �o w-i •I I, 600 x 3 34/ Soo ' s.r Y 0� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER 9 i 0 P.O.BOX 547,ANACORTES, WA 98221 (360) 293-1901 •FAX (360) 293-1938 rf ct,, IAN MUNCE,DIRECTOR l yo sC EDWIN FRANK, BUILDING OFFICIAL•Email:ed@cityofonacortes.org March 16, 2001 i/iLC Alan Perkes O�I Alan Perkes Construction 17713 B Dunbar Road Mt. Vernon,WA 98273 RE: New Boat Fabrication Facility 416 34`h Street Anacortes, Washington Dear Mr. Perkes: The following comments are based on the drawings and specifications for the above referenced project. Please respond to each item in writing, and by revising the drawings as necessary. GENERAL 1. Please complete the attached plumbing and mechanical permit applications. 2. Please provide a cover sheet to indicate building size, occupant loads, occupancy group, type of construction, proposed building height, required parking, lot size, building code edition, use of building, fire sprinkler system, fire alarm system, deferred submittal items, special inspection requirements, etc. Rctti C-vJ 3. Please provide verification of soils bearing capacity at 2,000 lbs. per structural sheets. 4. Provide one set of drawings wet stamped and signed by the architect of record and engineer of record. 5. Provide a copy of a recent survey for verification of property lines Q go .r-^% CNCN"_ ^�� 0 C SITE PLAN Please reference the attached site plan review worksheet by number. 1. A specific site plan is not provided, however, using the landscaping plan, it appears the drawing is to scale. A site plan needs to be provided which indicates property lines measurements and all setbacks. 2. Please provide a copy of a recent survey. 3. Indicate all setbacks to property lines on the drawing. Indicate distances between building on the drawings. 4. Indicate distance to existing structures. 5. Architectural building - elevations are not provided with architectural drawings. The Varco Pruden drawings do include an elevation drawing. No roof top mounted equipment is shown. 6. Type of construction appears to be Type VN with a fire sprinkler system. 7. NA. 8. Easements are not shown on the drawings. 9. Landscaping is shown on Sheet Ll. How will the landscaped area be irrigated? Tree requirements per Ordinance No. 17.41.030 do not appear to have been shown. Most of the plantings are shrubs or hedge type plantings. Indicate shrub sizes and tree sizes per Ordinance No. 17.41.020. 10. Proposed signs are not shown. 11. Parking stalls are shown as 20 spaces. City Ordinance No. 17.46.020 would require 1.5 spaces per 1,000 square feet of manufacturing area, which would be 33 stalls. The office area would be approximately 8 spaces. Total spaces for this building would be 41 spaces. One bike rack space shall be provided for every five parking stalls per Ordinance No. 17.46.020. Please justify number of proposed parking stalls. 12. Driveways shown. 13. Indicate how solid waste and recycle materials will be dealt with. Show proposed location of solid waste and recycle containers. 2 � - (-) 14. See #13. 15. Streets, curbs, gutter and right-of-way improvements to be red lined by Public Works Department. 16. Storm drainage to be reviewed by Public Works Department. It appears that a portion of the drainage swales are proposed in the City right-of-way or railroad right-of-way. It may be necessary to acquire an encroachment agreement for such 1 construction in the right-of-way. Use of the railroad right-of-way for any purpose would require approval of the Parks Director, Gary Robinson. 17. Water lines, fire hydrants, etc., will be reviewed by the Public Works Department. 18. Sanitary sewer shown. Indicate required cleanout locations per UPC Section 707. Will there be any type of industrial discharge to the sanitary sewer system? 19. NA. 20. Industrial zoning. 21. Shown. 22. NA. Not within shorelines. 23. SEPA completed. 24. The Engineering Department will be completing the storm drainage and site review as soon as possible. BUILDING 1. Indicate specific use of building.Will there be any welding?Will there be any spray painting? Will there be any flow coating?Will there be storage or use of flammable or hazardous materials? 2. Please verify occupancy groups. Group B - Office, Group F-1 Boat Manufacturing. Occupancy separation not required per UBC Section 302.1, Exception#3.2. Where occupancies have quantities of material in excess of those listed in Table 3- D. A Group H occupancy may be defined per UBC Section 307. 3. Provide hazardous materials management plan and a hazardous materials inventory statement for review per UFC Article 80. 3 i 4. Provide a mechanical drawing to indicate exhaust fans, heating equipment locations, water heater locations, combustion air requirements, etc. 5. Provide details for barrier free restrooms per WAC 51-40. 6. Provide floor drain in the men's restroom per UPC Section 412.2. 7. Floor type and wall hung type trough urinals shall be prohibited per UPC Section 406.2. 8. Any floor where water fountains are provided, at least 50 percent, but in no case less than one fountain, shall be accessible complying with Section 1106.13 and at least one fountain shall be mounted at standard height per WAC 51-40 Section 1105.4.1. 9. Indicate door hardware and door sizes to the drawings. The building is required to be accessible per WAC 51-40 Section 1103.1.3. 10. Verify all exit door and entry door landings per UBC Section 1003.3.1.7 and Section 1003.3.1.6. Details on Sheet 1 seem to indicate a step or grade change from finish grade to finish floor elevation. Changes in level and door thresholds will need to comply with barrier free requirements per WAC 51-40 Section 1106.6. 11. Contact Northwest Air Pollution Authority for ventilation requirements based on use of the building. Northwest Air Pollution Authority, Lester Keel at 360-428- 1617 Extension 209. 12. Indicate to the drawings all required special inspections per UBC Section 106.3.5 and Section 1701.5. high strength bolting and welding. 13. It appears from the notes on the crane data Sheet 1-1 that several components are not by VP, such as the crane bracket, stiffeners, tie backs, runway beam, crane rail attachment to the beams,welded attachments, etc. Please provide appropriate details. 14. Please complete the Washington State NREC Checklists for mechanical equipment and lighting. 15. The floor plan at Sheet A 2.0 indicates a scale of 3/32 = 1 foot - 0 inches, which does not appear to match the drawing. Provide accurate scale to drawings. 16. The Varco Pruden letter of certification needs to be signed by the engineer. 4 17. Fire extinguisher size and types will need to be confirmed with Dan Harju, Assistant Fire Chief at 293-1925. 18. Please verify fire sprinkler structural support of 250 pounds plus weight of water filled pipe per UBC Table 16-B. 19. Call out signs at the head of the barrier free parking stalls per WAC 51-40 Section 1107.3. 20. All valves controlling the water supply for automatic sprinkler systems and water flow on all sprinkler systems shall be electrically monitored where the number of sprinklers are one hundred or more in Group Fl occupancies per UBC Section 904.3.1. Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be transmitted to an approved central station, remote station or proprietary monitoring station. 21. For fire alarm systems employing automatic fire detectors or water flow detection devices, at least one fire alarm box shall be provided to initiate a fire alarm signal. This fire alarm box shall be located where required by the Chief. UFC Standard 10-2 Section 3-8.1.2. 22. What arrangements, easements are in place for the fire apparatus access located on the adjacent building sites? Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md cc. William Wooding 13540 Rosario Road Anacortes, WA 98221 5 -riff Y :1/4 9 cwfr CITY OF ANACORTES P.O. Box 547 Anacortes, WA 98221 Phone: (360) q`Y-13-)AZ'I FAX: (360) 293-1938 Date: 3 - I y D I Time: 3`_c 1p AM leDI TO: Nan Yex- 12-eJJ FROM: NucttaAJ_ Cover Sheet Plus 5 Pages COMMENTS: ? NThc.CL 3 ©U- -1Ac- hc`ro( Cam) , Q peso- * apPuc I-itnS cafe_ CA- Ci\aCI . ICI BOARD OF ADJUSTMENT MINUTES - FEBRUARY 15, 2001 REGULAR MEETING Meeting called to order by Vice-Chairman John Curtis at 7:10PM. Members present: John Curtis, Ken Wilson, George Mehler Staff present: Ed Frank Minutes of the January 4, 2001 meeting were approved. Henry, et al Vacation (Alley Block 2 Gray's Second Addition) Mr. Frank had deferred action on this vacation request from the January 4 Board meeting because the applicants were not present at the meeting. Mr. Henry reviewed this Petition for Alley Vacation: the entire undeveloped, platted 16-foot alley in Block 2, Gray's Second Addition. Mr. Henry explained that his party owns the entire 300' X 200' Block 2 on which there are several houses with the two westerly houses within a few feet of the platted alley. The alley vacation would provide each of the latter houses with added property thus become unencumbered by setback concerns. The sections of K Avenue and Green Street immediately adjacent to Block 2 were vacated in 1954 at the time of the Broadview development. Mr. Henry commented that, although there are no plans now, the area would probably be developed in the future. City Staff comments: Mr. Lervik noted minimum utilities in the area; Mr. Harju questioned the request for alley vacation without an intended plot plan for the area. The Board noted that future development of Block 2 would necessitate a replat of the area since there presently is no platted access to Lots 13—20 (south side of Block 2). Vacation of the alley is not an accessibility issue.. Board recommendation to Council moved (Mehler/Wilson) and passed with all ayes: City approve the alley vacation request. The Board concluded that the alley serves no purpose now nor in a future replat of the area. Coatnev Variance (1606 Anaco Beach Road) Mr. Coatney reviewed this request for a variance in side-yard setback from ten feet to five feet to construct a deck and a stairway access to the rear yard of his property; the deck also provides exterior side-door access to the garage. Mr. Coatney explained that the building site drops steeply from Anaco Beach Road. The garage is at road grade on fill supported by a 9-foot stone retaining wall along the side; this is the location of the deck/stairway.. At present, the only convenient and safe access to the rear of the property is through the residence. The property adjacent to the proposed setback relief is a wooded, undeveloped area. There were no City Staff comments/objections or public comments.. A motion was made (Mehler/Wilson) and passed with all ayes to grant the requested setback variance. The Board reasoned that the proposed deck/stairway would add safety and convenience to the site with negligible impact on the neighborhood. rTh 2. Wooding Variance (416 34th Street) Mr. Perkes, contractor representing Mr. Wooding, reviewed this request for a variance in building height from 30 feet to 38 feet in the Industrial District Zone to construct a new boat manufacturing facility Mr. Perkes explained that the facility requires a 5-ton bridge crane that will necessitate the added height in the new building. This structure is an expansion project for San Juan Composites which currently occupies a similar but smaller building west of the proposed site. The height of the existing building is 33 feet; to lessen view obstruction by the new building, the applicant will excavate the proposed site, which is already on a downward slope, so that the height of the new building will be eighteen inches below that of the existing building.. City Staff comments addressed likely impacted view obstruction from neighboring houses. A memo from Mr. Munce recommended variance approval indicating that this type of building is appropriate in this industrial area. In discussion, the Board noted that the Zoning Ordinance provides a ten-foot relief in building height restriction by proper orientation and sizing of the buildings; however, this essentially addresses view impact for residences west of R Avenue. There is no similar provision for the residential area south of 34th Street. The latter neighborhood is already view-impacted by several large structures. A motion was made (Wilson/Curtis) and passed with all ayes to grant the variance as requested. The Board recognized the need for a vague compromise between the industrial growth of the City and the impact such growth has on neighborhoods adjacent to the industrial area. SHS.com Variance (1609 R Avenue) Mr. Carletti, architect representing SHS.com and the Anacortes Health Club, reviewed this request for a variance in building setback from the R Avenue property line from 20 feet to 10 feet to construct a new facility for the Anacortes Health Club on the SHS.com campus. Mr. Carletti explained that the limited site area allocated for this project will not accommodate a required 34 parking places and yet meet a street-side setback for the proposed building configuration; the actual setback from the R Avenue curb will be fifteen feet. The new building will be of the same construction as the present SHS.com office building. The height of the new building along R Avenue will be thirteen feet and slope upward away from R Avenue to a height of 25%feet. In addition, two small 24-inch high HVAC units are proposed adjacent to the building in the setback area. Mr. Loelish, SHS.com Facilities Manager, discussed site location, landscaping, and other aspects of the project. City Staff comments addressed potential traffic sight visibility concern with the HVAC units in place. A memo from Mr. Munce supported approval of the variance request. In discussion, the Board noted that provisions for overflow parking in an alternative available area must be made obvious to patrons to avoid parking along R Avenue which is not configured for parking. A motion was made (Wilson/Mehler) and passed with all ayes to grant the variance as requested. The Board reasoned that a setback relief in this quasi-business area was acceptable. • C C 3. Darling Variance (1414 32nd Street) Mr. Darling reviewed this request for a variance in a Home Occupation sign maximum area from two sq. ft. to 15.8 sq. ft. Mr. Darling explained that his CPA business fell under the category of Home Occupation thus limiting maximum sign area to two sq. ft. as opposed to sixteen sq. ft. for a business in a residential zone. He was unaware of this distinction when he had the sign made. The sign is located next to rather than flush against his house and is setback 25 feet from the property line and 45 feet from the 32nd Street curb. The attractive sign is designed to identify his home business rather than solicit business. City Staff comments: Mr. Lervik expressed concern about setting a precedent for such signs. A motion was made (Mehler/Wilson) and passed with all ayes to grant a variance as requested with the added stipulation that the sign must remain in its current location. The Board reasoned that the attractive sign did not detract from the character of the neighborhood.. Meeting adjourned at 8:00PM. Respectfully submitted, Ge• e - -r 1 RECORD OF FINDINGS AND DECISION OF BOARD OF ADJUSTMENT �..-• 1 DATE: " `� 5 Aci t" 2 cri APPLICANT: pp�, Y (o k 3 PDAD n ADDRESS: 1 (00(0 ANico PDAD Description of application heard(variance, appeal, etc.) VA LIP , 9 D�Y STArtit Rol 1 V C' DATE APPLICATION FILED: elf � (S -Ci DATE OF HEARING: P4(La My 5, pZoz DECISION After review and hearing on the application in accordance with applicable provisions of the Zoning Ordinance the Board finds that: (findings) Pnvvpro) Dc2Y-/ P kY APpc) SAigTyilivo covve-Ntaze , 5rre W m4 Pf L i$t&L ovt 9An O N 'The AIEG}J 400j , In accordance with above findings the application i ante nied (circle one). In granting the application the Board prescribes the fo wing conditions which must be met: Secretary, B ar of djustment ,fy 4 Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Boat Manufacturing and Assembly Facility with office area; total area 51,955 square feet; manufacturing space 22,500 square feet; office space 2,537 square feet; lean-to 3,750 square feet Proponent San Juan Composite Addition Location of Proposal, including street address, if any: 416 34th Street, Lot 54, Block 28, Anacortes Industrial Park, Anacortes, Skagit County, Washington. Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the condition set-out below is 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 checklist and other information on file with the lead agency. This information is available to the public on request. 1. Stormwater design and construction shall be as approved by the City Engineer. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: FEb iia 122;12fiO4. Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: .2 _- �•i�i�[�-.tic Date: 2/4C/40I Publish: February 14, 2001 ' SEPA APPLICATION - Page 1 PROJECT: 01/19/2001 APPLICANT: Fee Paid: Receipt No. A. BACKGROUND 1. Name of proposed project,if applicable: San Juan Composite Addition 2. Name of applicant William W. Wooding 3. Address and phone number of applicant and contact person: 13540 Rosario Road Anacortes,WA 98221 Contact: Alan N. Perkes (360) 428-0255 4. Date checklist prepared: 01/19/01 5. Agency requesting checklist: City of Anacortes ,'6. Proposed project timing or schedule(including phasing,if applicable): As Soon As Possible 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes,explain. No 8. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. None Known 9. Do you know of pending applications for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. None Known 10. List any government approvals or permits that will be needed for your proposals,if known. City Of Anacortes Building Permit,Fill & Grade Permit, and SEPA Permit 1 • SEPA APPLICATION Paget PROJECT: 01/19/2001 APPLICANT: 11. Give a complete description of your proposal,including the proposed uses and the size of the project and \ site. There are several questions later in this checklist which ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is a Boat Manufacturing and Assembly facility with office area. The area being used is 51,955 sq. feet for the proposed project The manufacturing space is 22,500 sq. feet The office is 2,537 sq. feet The lean-to is 3,750 12. Location of the proposal. Please give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any. If a proposal would occur over a range of area, please provide the range or boundaries of the site(s). Please provide a legal description, site plan, vicinity map,and topographic map if possible. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. (Indicate if maps or plans have been submitted as part of a permit application). The project is located at 416th 34th Anacortes,WA 98221 P-78019 Lot 54 Block 28 Anacortes Industrial Park Just East of existing San Juan Composite at 502 34th B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(Indicate one): flat,rolling,hilly,steep,slopes,mountainous,other. b. What is the steepest slope on the site(approximate %slope)? 2% c. What general types of soils are found on the site (for example,clay,sand,gravel,peat,muck)? If you know the classification of agriculture soils,please specify and note any prime farmland. Gravel and Sand • SEPA APPLICATION l - 2 Page 3 PROJECT: 01/19/2001 APPLICANT: d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,describe. ,' None Known e. Describe the purposes, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Pit Run Gravel and Import fill 1,750 c.y., Lake Erie Trucking Pit 1 erosion occur as a result of clearing,construction,or use? If so,generallydescribe. f. Could g, No g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? About 65% Site is approximately 3.95 acres Existing building area is 1.33 acres Proposed building area is 1.20 acres h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Use of Erosion Control Plan 2. Air a. What types of emissions to the air would result from the proposal (i.e.,dust, automotive, odors, industrial wood smoke) during construction, and when the project is completed? If any, generally describe and give approximate quantities if known. Normal Emissions from Trucks and Equipment b. Are there any off-site sources of emissions or odor which may affect your proposal? If so, generally describe. None c. What are the proposed measures to reduce or control emissions or other impacts,if any: Be as efficient as possible and use good construction methods SEPA APPLICATION (I- Page 4 PROJECT: 01/19/2001 APPLICANT: 3. Water a.Surface: 1) Is there any surface water on or in the immediate vicinity of the site (including year-round and seasonal streams,saltwater,lakes,ponds,associated wetlands)? If yes,describe type,provide names, and if known,state what stream or river it flows into. No 2) Will the project require any work over or adjacent to (within 200 feet) the described waters? If yes,please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Removed 4) Will surface water withdrawals or diversions be required by the proposal? Give general description,purpose,and approximate quantities if known. None Required 5) Does the proposal lie within a 100 year flood plain? Note location on the site plan,if any. No I 6) Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. No Waste Materials will be discharged b. Ground: 1) Will ground water be withdrawn or recharged? Give general description,purpose,and approximate quantities if known. None Withdrawn 2 SEPA APPLICATION Page S PROJECT: 01/19/2001 APPLICANT: 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system,the number of such systems, the number of houses to be served (if applicable),or the number of animals or humans the system(s)are expected to serve. Not Applicable . c. Water Runoff(including storm water): 1) Describe the source of runoff and storm water method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, please describe Majority of developed site is roof water. Parking lot will flow as shown on site plan w/ Bio Filtration Swale as shown 2) Could waste materials enter ground or surface waters? If so,generally describe. No d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: Follow City and Regulatory Requirements 4. Vegetation a. Check or Indicate types of vegetation found on the site: deciduous tree: alder,maple,aspen,other evergreen tree: fir,cedar,pine,other shrubs _grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Surface grass and weeds c. List threatened or endangered species known to be on or near the site. None Known SEPA APPLICATION - Page 6 PROJECT: 01/19/2001 APPLICANT: d. List proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Landscaping areas as shown 5. Fish and Wildlife a. Indicate any birds and animals which have been observed on or known to be on or near the site: None Known birds: hawk,heron,eagle,songbirds,other: mammals: deer,bear,elk,beaver,other fish: bass,salmon,trout,shellfish,other b. List any threatened or endangered species known to be on near the site. None Known c. Is the site part of a migration route? If so,explain: No d. Proposed measures to preserve or enhance wildlife,if any: Landscaping 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electrical: Lighting and Equipment Gas: Heating SEPA APPLICATION - Page 7 PROJECT: 01/19/2001 APPLICANT: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe No c. What kinds of energy conservation features are included in the plans of this proposal? Meet N. R. E. C. Requirements, Good Management Practices. d. What are the proposed measures to reduce or control energy impacts,if any? Use of Energy efficient equipment and lighting. 7. Environmental Health a. Are there any environmental health hazards, exposure to toxic chemicals, including risk of fire and explosion,spill,or hazardous waste,that occur as a result of this proposal? If so,describe. No b. Describe special emergency services that might be required. Fire Department, Medical Care—Normal Services c. What are the proposed measures to reduce or control environmental health hazards,if any: Have Safety Plan in Place S. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently a vacant lot in an Industrial Zoned Area. Existing structures are Manufacturing and related Businesses. b. Has the site been used for agriculture purposes? If so,describe No c. Describe any structures on the site Existing Manufacturing Building to the West. ' SEPA APPLICATION 0 Page 8 PROJECT: 01/19/2001 APPLICANT: d. Will any structures be demolished? If so,what No e. What is the current zoning classification of the site? Industrial District I f. What is the current comprehensive plan designation of the site? Industrial District I g. If applicable,what is the current shoreline master program environment designation of the site? Not Applicable h. Has any part of the site been classified as an"environmentally sensitive"area? If so,specify. No i. What are proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Proposed project is an addition to existing building to the West. Same use as existing building and other buildings in area. j. Approximately how many people would reside or work in the completed project? Approximately 20 new employees. k. Approximately how many people would the completed project displace? I None I. What are proposed measures to avoid or reduce displacement or other impacts,if any: None, We will be Hiring li 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. No Housing units are associated with this project SEPA APPLICATION 0 Page 9 PROJECT: 01/19/2001 APPLICANT: �\ b. Approximately how many units, if anR would be eliminated? Indicate whether high, middle, or low-income housing. None c. What are proposed measures to reduce or control housing impacts,if any: None, Be a good neighbor. 10. Noise a. What types of noise exist in the area which may affect your project (for example: traffic, equipment,operation,other)? No existing noise will affect this project b. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)? Indicate what hours would come from the site 1.) Short term: Supply Trucks and deliveries for normal construction noise 2.) Long term: Normal Employee Traffic c. What are the proposed measures to reduce or control noise impacts,if any: Most work will be done inside of building. Building walls and roof are insulated. 11. Aesthetics a. What is the tallest of any proposed structure(s), not including antennas; what is the principal exterior building material(s)proposed? 34" @ Eave 38' at the Ridge,Pre-engineered Steel Building W/Metal Siding. b. What views in the immediate vicinity would be altered or obstructed? Would not effect West view due to existing structure. Some Exposure to the North would be blocked f SEPA APPLICATION -' � Page 10 PROJECT: 01/19/2001 APPLICANT: c. What are the proposed measures to reduce or control aesthetic impacts,if any? We will meet the Landscaping Requirements. 12. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Wallpacks will be installed on exterior of building to meet code requirements. Dusk till daylight. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None Known d. What are the proposed measures to reduce or control light and glare impacts,if any: Meet Code Requirements for Safety. 13. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None in immediate area b. Would the proposed project displace any existing recreational uses? If so,describe. No c. What are the proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: This project would not reduce any recreational area. 14. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so,generally describe. None Known i SEPA APPLICATION '—� Page 11 PROJECT: 01/19/2001 APPLICANT: b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on the site. None observed or Known c. What are the proposed measures to reduce or control impacts,if any: None 15. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Hwy 20, "R" and"T"Avenue to 34th Street b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No, 1A mile c. How many parking spaces would the completed project have? How many would the project eliminate? 20 new on site and additional on existing site to meet San Juan Composites needs. New Building and Existing building will be one Complex d. Will the proposal require any new roads or streets, or improvements to any existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). None Required e. Will the project use or occur in the immediate vicinity of water,rail,or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 40 to 50 employee vehicle trips. Freight to site 2 to 4 times weekly. g. What are proposed measures to reduce or control transportation impacts,if any: Good egress and ingress will enhance site visability. Impacts should be minimal S • SEPA APPLICATION - Page 12 PROJECT: 01/19/2001 APPLICANT: ) 16. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection,health care,schools,other)? If so,generally describe. Normal Services would apply b. What are proposed measures to reduce or control direct impacts on public services,if any. Conduct a clean, safe working environment. 17. Utilities a. Indicate utilities currently available at the site: electricity, natural gas, water, refuse service, telephone,sanitary sewer,septic system,other: b. Describe the utilities which are proposed for the project,the utility providing the service,and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity/Water/Refuse Service C. SIGNATURE The above answers are true to the best of myknowledge. I understand that the lead agency is relying on them g g Y Y g to make its decisions. Signature: Date Submitted: I /t"i /0) a SITE PLAN REVIEW WORKSHEET In order to facilitate review and commentary of site plans for proposed development, the following items should be shown on the plan: 1. The site plan shall be drawn to a reasonable scale, showing all dimensions necessary for calculating land coverage. 2. Location of property lines,copy of recent survey. 3. Required setbacks. 4. Building location and dimensions, including height,distance to existing structures. 5. Provide architectural elevations. Show all proposed roof mounted mechanical equipment, flag poles, antennas,etc. 6. Type of construction, wood,concrete, block,composite,etc. 7. Number of units, if applicable. 8. Easements of record or contemplated. 9. Landscaping contemplated. 10. Location of existing and proposed signs, including elevation and size. 11. Location of parking and required number of stalls,handicapped parking and how parking is designated per unit, if applicable, striping and wheel stops. 12. I oration and size of driveways. 13. Size and location of solid waste containers, plus details of any site screening fences or structures, etc. 14. Site and location of recycle material storage for pickup. 15. If-ration of existing and proposed streets, curbs and gutter, width and location of sidewalks, wheelchair ramps, contemplated and required and street centerlines and dimensions. 16. Location of existing and proposed storm sewers, catch basins, manholes, footing drains, F parking lot storm drains, etc. 17. I'ration of existing and proposed water mains, service lines, irrigation systems, fire sprinkler systems, fire hydrants, backflow devices. Include sizes, existing or contemplated. 1 n Arm) 18. I nation of existing and proposed sanitary sewer,collectors,side services, manholes and sampling manholes. Include sizes existing and proposed. Complete and submit with site plans an application for Industrial Discharge Permit. 19. Note proposed establishment of home owners, condominium,apartment owners, etc. associations, if any. 20. Show existing zoning and proposed density. 21. Show topography and/or elevation points, including cross section(s)through lot showing proposed and existing elevations, including streets and alleys. 22. Shoreline designation if within 200 feet of ordinary high water. 23. State Environmental Protection Act(SEPA) checklist. Revised August 29,1996 Measamer, Don From: Pete Harrison [prh@Ibs-inc.com] Sent: Tuesday,June 26,2001 2:02 AM To: Measamer, Don Subject: Andrews-Wooding Boundary Line Adjustment-34th Street and V Avenue-Anacortes Industrial Area Don, This is to confirm our telephone conversation this morning updating you on the status of the Andrews-Wooding boundary line adjustment. We have the �R0.� q Q S Wk.A3 mapping and other application materials nearly ready to submit, and the adjusted line has been staked on the ground. We are lacking only title LWou 8'1 tirD documentation that a part of the parcel that the Andrews intend to convey ������� � u to Wooding is in fact a part of their ownership. First American Title is working on a title transfer to complete that task. As soon as we receive 0-C1 ‘t.ti.20 , confirmation from them,we will complete our mapping and submit the application. Please let me know if you need additional information. Thanks, Pete Peter R. Harrison, P.L.S. 1 v', US2 v\ThO -R �� �•^d`o'l:- -,q Q o '--t CA zR>1 C rr v� we .i SS c..) v-\(A V v. �L '� IZ, , u�oc�Ui� csc.-,o-A y v 'a SI 0.. — 1/4 -t $ °P � Ua'J 0 e \ KLJ a l� Cbr/ U ' viV Ic Tosa nD\'" ,� PQA e L r� cr3t vL� y,� to �` 4.o \ t?cfn�� l Ott G 101°\ t 0 $ Y s' ha 141.0, $$ i :kn .b 9 June 14, 2001 To: San Juan Composites File From: Bob Hyde, Director of Public Wo Subject: General Facilities Charge for Stormwater- San Juan Composites In accordance with Municipal Ordinance 13.10.040, this project qualifies for a waiver of the General Facilities Charge as a result of the stormwater system directly discharging into marine waters. Cc: Bill Wooding em I 6 c, ) HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue, Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 May 31,2001 Job#125 Don Measemer Building Department City of Anacortes PO Box 547 Anacortes,WA 98221 Subject: Request for waiver of General Facilities Charge based of existing impervious surfaces. Dear Mr. Measemer, The total site owned by Lake Erie Trucking is 3.73 acres. The western portion of the site is developed with one building and 57,300 square feet of impervious surface. The eastern portion of the site is now under development with a current proposal of 51,955 square feet of impervious surface and a future area further east of 45,100 square feet of impervious area. This will leave 8,123 square feet of pervious surface or 5%of the site for landscaping. Our request for a waiver of the General Facilities Charge is based on the history of the site that was once completely impervious. In 1972 or 1973 the area from 34th Street to 17th Street and"R" Avenue to the railroad tracks was covered with shale or rock and used for the construction of the North Slope Skids. This surfacing was not removed but this site was used as a dumpsite for the Skyline force main excavation spoils that occurred in the early 1990's. Much of the site has 6 to 8 feet of clay over the previously placed rock. If you have any questions or require additional information please let me know. Sincerely, RECEIVE Dale Herrigstad P.E. JU D LD 4 200i C) 6j-ISH BUILDING DEpt � VP BUILDINGS rzGO-PRUDEN To: Alan N. Perkes Alan N. Perkes Construction &Development Phone: (360) 428-0255 Fax: (360)428-0259 From: Wayne Barber VP Buildings, Inc. Phone: (209) 669-4381 Fax: (209) 669-4181 Date: 4/16/01 Page(s): 1 Subject: CA0112922-01, San Juan Composites Alan, Concerningthe sprinkler loads shown on your fax dated 3/12/01. P We have checked the design of the building for these pipe loads and all aspects of the building are OK with these loads. The only requirement that we have is that the sprinkler trunk line supports be attached at the frames and at a spacing no greater than 8'-4" along the length of the purlins and the 4"runs, located perpendicular to the purlins, be attached at each purlin. - .I Sincerely, Wayne Barber Project Manager �Q j 0 35a 'tDR��G'mTEwo c ��h' O ( `4- SSiONALENG� �� EXPIRES 05/07/05 ID 71 \U FOUNDATION 0 STRUCTURAL CALCULATIONS fornr V7i SAN JUAN COMPOSITES 34TH STREET ANACORTES, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98006-5805 Phone (425) 644-5899 Fax(425) 401-1250 Gd C. Gregg Goedeke, P.E. ` -v w Structural Engineer F, f z � .�5� =_ gin.. ' ON-)( Mng EXPIRES 10/28/190'2. so frt. V C L(o 01 Al t tunikle. Saik, 13ea rcL I 04 2- term? Cv e. - a-1- cash s fcvi ) , sA *_ its- : y = 1..5 Ca-)3.44"4b-a« - ,/ ai- Pc� �4 0,4) e 2.sq- XL Ib.S 1764. - (0.11)(0,9)(71,7) = Is, 5 C23.`f wtn ) ,q2 2,84 0.2,4 f- 0.12_ s Dt 3G (4, 23,ei "fit Vt oY- i A1A4A Y 10 kJ-PS 2a 4 V— t V_ 11.4 (4) I ". Ifs f= Vim = Lir; (I.6) , '7 efit= r 0,/) t< •(u.` = I4/.5es. 7 i= (all)(o1;)(117 ).= 2.5-•&`( 23.' i ) (to,5 + 23y o.n+ 0,7.5 = 0. 61, o�- �., Zoo I ft p(i o 2 `Pa-, 2 04 2 Wx9L (14 = (n,oksma.- retie) s I .5 (14...e0 = Z2.4 K- ra. cc C Xi><11.5)0,(5 cc " It 5(a.es = O.O-r5 ks-P(25' K G I) = (L : 3 I' - .1-6141s ok- w7° 1 i 9 yc IS" C -6-"SR (11-(0"-ittice" & ssa (,(St, G t—d-II 5 oars. K 7,411 5 4-5 ea gegoVav, — Ld 1, A\ (�Se_ 1 Lou 5cyuarm. X /51I dap tot 6. 4-5 ea.. ura.A.�. �ti ., v,:_ ��a� She, 12 AreLl. icy I Ca VW- 13a C 53- C o°t. I Pam, I o . W((4c51 $ r 1 -1`w o,4-3 i>,.c = 7, 12 v -_0,115 Ix = 1s8 S= 4121Z r = 6,72 0. . T� = 43,1 S = 12,1 r= /-6 -1 ; W Uax5"7 C12xSoli k 6.09 ch=12.o_ t w % o,232. (7,p. = 21 94 2 -C = 0.698 ',L= 129 5= 21,s - r= 4.41 . Cat 5 cow-p See .ar. r �otl�� 7 = ;,a$ S- 1,13 r= o,N99 oq(16.01t) f- 16,22(8,21S) fo,24 H 4 both,x�- cot- -Fen- cat es ; Z = [s.bei ((Q,c )(i 4)2J-' [158 +6(0.&)(2.o0?5) E = So3. A- -I- $3o , 3 103,, �' - /mil c. : c`7 �- [(Poi lP: - S$ tops¢ 1tn.3 • C ca-t sa-- /UU,v,r 2e0 I SL Rcw —WelcVs � C I2 t6 W t� (Z s-- (2r- 13 � Iz Cat = A* = to 01(5,'124) = 34-. 5(0 qst tt I - .r= 1033.'1ivti _ a flvS 34-•alo) /o 33E1 = D, (o 't/w we. S G?. I2"ac. = l2(o,0) tt o c 1/4-11 ,•/!a = 0.4(4-) (2) el) = /4, 4 r< 7 lit►`- 8-146. tr( / n rt Sew 2 0� 74 PKKt+ L /2 Oc,. ea- Sick, o, Pi tAte,, colt pskrArAie., BeviiWiikar ; �7a� 3 ®P 140 b -76,(2) 152" -67o9 = 2174 ( ) Fa— - (1,74)(30 2/ - 12xto3 Gb Ac- 12x.1 05 0.0 6,oq M 12-� �} 72114- -Pb = 111212 . �, C 1/4" 2"eI2° O.C. CL OF RAIL 1/4" 2'e12" O.C. // 2" X 2" TRACK WELDED TO CHANNEL f 1 C12 X 20.1 WELDED I/4° 2"e12" O.C. TO W 16 X 51 1/4" 2"e12" O.C. 1 CRANE BEAM BOLTED TO 7 FRAME BRACKET W/ (4)3/4" DIA A325 BOLTS I r-:/ \ C 1 FRAME BRACKET BY VP SEE VP PLANS FOR SIZE AND BRACING DETAILS 1 CRANE BEAM BOLTING DETAIL SCALE: 61/2" • 1'-0° NOTE: DO NOT SPLICE TRACK AT BEAM JOINT. BUTT SPLICE TRACK WITHIN BEAM SPAN SAN JUAN COMPOSITES AND WELD 2" EA SIDE AT BOTH ENDS, ANACORTES,WA PAGE I OF 2 lD C T C CRANE BEAM a ^r _PRP cilliin "Ma hi I 1-3/4' I 3-1/2" CRANE BRACKET W/ III I (4)13/16" X I-I/2" I I I MOLES III I CRANE BEAM BOLTING DETAIL PLAN VIEUJ SCALE: I-I/2" • I'-0" SAN JUAN COMPOSITES ANACORTES, WA PAGE 2 OF 2 Sign-in Sheet For Preliminary Project Reviews AZ- Project Address: h`k SLA Project/Owners Name: 'A— t O\/ /&%V\ Z CO~VNPO-a Dates for Comments: , 01 through 3[[I 23, , 01 Please Sign Below and Note Any Comments or Questions: Name Department Date Comments o rs �j• -i 5-0( I/ .4_, net W �Se�ereRia2� skbu/t0 t4i4.)9-- Ss wt '- tlnlolaro,, l2efe.477e`J Sys- , I� twat v..Z' b..oou.S gaots ) t-ro ,e,R.�,�sta.„3 r- - 3- I5•a1 : I GEO :STn SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 761 Marine Drive it Bellingham, WA 982Z5•Phone 360.733.731E•Fax 360.733.7428• e.mail geotest@nas.com FIELD DENSITY/MOISTURE TEST REPORT + SOILS __1 1 ASTM D2922 PROJECT,; 502 34th Street JOB#: T1100 ADDRESS: 502 34th Street,Anacortes REPORT#; S2 CLIENT: Lake Erie Trucking TEST DATE: 4.9.01 CONTRACTOR: Quantum Construction PAGES: 1 of I INSPECTOR: KH COMPACTION OF: Import structural fill for building pad Field Data; 7 PEST LOCATION DEPTH/ FIELD •IN-PLACE . n COMPACTION COMPACfl # ELEV. MOISTURE DENSITY' •SAMPLE ... J1-, 70 , (ft.) (%) (Pot) # 'ATTAINED REQUIRED" ' 1 Northeast corner of building pad SG 5.4 121.4 2463 99 95 2 Center of building pad SG 9.3 120.8 2463 99 95 3 Southwest comer of building pad SG 9.8 119.1 2463 98 95 I Lab Moist ru a Densi Data; Lab Soil I I Max.Dry Optimum Retained Mg/ Sample Type I Source Density Moisture on#4 Test Method # f Oen (%) i e/a) , •7 2463 Sand w!Gravel lake Erie Pit 121.5 11,0 34 ASTM-DI557C Comments: SG= Sub grade, All structural fill was placed prior to our arrival, All tests exceeded required compaction. Based on the observed site conditions, it is our opinion that the site soils will support building toads of 2,000 pounds per square foot(psi). I a. . �G��VED 5� Q,-, R 1�Zp01 (Cc: ' Wit off ItS -9,C_c7�=� �A11��k SS Copies: Client /J , Submitted By:�� �+�'l,-1�� �f Grant Richardson l Technical Director I F __ ! • ,a:n,.,n. IItb resell shall not be reTP1V0!0 e:roepl in foil,relftaVf thq Wflllen ApDl6wl of GeotTcFt&allSdeY,Inc. Tnv,nbOVe tot results?slabs TO to he samula(o(loeelion)Wsted. „_ 0 (-) rGEO .`!+/Mtn SERVICES, IWL Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225• Phone 360.733.7318•Fax 360.733.74a8•e.mail geotestenas.com FIELD DENSITY/MOISTURE TEST REPORT ♦ SOILS ASTM D2922 PROJECT: 502 34th Street JOB#: T1100 ADDRESS: 502 34th Sheet,Anacortes REPORT#: S2 CLIENT, Lake Erie Trucking TEST DATE: 4.9-01 CONTRACTOR: Quantum Construction PAGE#: 1 oft INSPECTOR: KH COMPACTION OF : Import structural fill for building pad Field Data: TEST LOCATION .DEPTH/ FIELD fN-PLACE '' LAB COMPACTION .COMPACTION. If ELEV. MOISTURE DENSITY SAMPLE ..Ya % (Ft.) (%) (pcf) # ATTAINED REQUIft4 1 Northeast corner of building pad SG 5.4 121.4 2463 99 95 2 1 Center of building pad SG 9.3 120.8 2463 99 95 3 1 Southwest corner of building pad SG 9,8 119.1 2463 98 95 Lab Moisture-Densii Data: �� Lab Soil Max. Dry Optimum Retained M•D Sample Type Source Density Moisture on#4 Test Method # (pct) (v4 (Cl,) 2463 Sand w/Gravel I Lake Erie Pit 121.5 11,0 34 ASTM-01557C1 Comments: SG= Sub grade. NI structural fill was placed prior to our arrival. Iiiiit rt r -n APR 1y ?rl BUILDING DFPT Copies: Client r Submitted By: ,, to .--- Grant Richardson ' Technical Director �~�T@±rttM that net oe r4prtabld ex[eol in lut,without the widen sorytAol of GeolTest Sordcoe.Ina. Th.ac,..Int rewno r.iar.•nly to the camel.(or Ingen)m.:ed. £0 -d L668 £6Z 092 1 1SNOOi3NINOn01 3I?J3 3>IH1 WO 8S: 00 f1H1 TO—Zt—ode SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 18225•Phone 360.733.7318•Fax 360,733.7416•e.mait geotestenas.com TEST REPORT j MOISTURE•DENSiTY RELATIONS 0 SOILS PROJECT: 502 34th Street JOB NO: T1100 ADDRESS: 502 34th Street,Anacortes REPORT NO: S1 CLIENT: Lake Erie Trucking TEST DATE: 4-10-01 CONTRACTOR: Quantum Construction PAGE NO: 1 of 1 SAMPLE SOURCE: Lake Erie Pit SAMPLE DATE: 4.9.01 SAMPLE LOCATION: SAMPLED BY: KH LASSAMPL3— SOIL • ' ' USCS PLUS PLUS- • TEST MAXIMUM OPTIMUM 1 NO. TYPE ' SYM,I39t. 3/4e9,4 #4% ' METHOD DRY DENSITY MOISTURE I 2463 Sand wl Gravel J SP 17 34 ASTM D1557C 121.5 pcf 11.0% I : MOISTURE-DENSITY CURVE 135 SIEVE ANALYSIS I N� h— -�-- ' —= _j . SIEVE PASSING SPEC. t I` _r II .._._i I 1 l_f—_ ,_ SIZE Ye I .._ --- Saturation - • r 3" 100 I -�.--: ! I y• I -.--�--I .- Curve 1 , I_--_._.;...I 2-172" 98 13D I • 1 I I I I \ Ly 1 1 1-1/2" 93 j ! ----- -•----- r 1 I-1- . I\ --�t•- -1--- 3f4.. 83 �J L - I 1/2° 77 — i_._ i._�.._ �L - I T- - U F i �.._ fir..,— 3/8_" ...__._73 +41 T \l I .. I l 125 _ I l.. .I 4 1 t I—\ .— #4 66 __-._..-...._.- I I a. I Y In 115 I "SPFCIFICATI(lN• , ❑ -, 1 -t-- __I_.1. . -. _LEA_---�--L- - - - 1.. I- 1 _ I _ I ,- Structural Fill for building I a -- I ? T - 1 -1 1 _ .. ..I _.___ pad ! ❑ fj_ { � — ... L ____ T 1--( — —'- 1—`..I . . I I. ....-.- — --•4----�-1-'� Dry Sieve: ASTMC136 I I I I i - III l Wet Sieve: ASTM C117 i f 110 _1--I--- __I_==-----1-1- I- II ' I .. _. I I .. —r— _ - T. E-I- I. . -----TT-;-1-7-7 i_. I � +-- -1 105 4 6 8 10 12 14 16 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT Comments; +-i XEiVED Copies: Cllent ' - , _w...—� 1 Submitted By: rant idtardsn Technical Director I mm report shall net be repuape-ie except to Net without the vneen approval of Gen\Teal Saab,.Ine. The Dive teal raiulii r4I Ma only to the wwlnp6(Y IOation)Tests. Z0 'd 2.668 £6Z 092 T ISNOO'DNINOrlhil 3I213 3Ntl1 WV 9S 80 r1Hl TO—ZT—ddtl 1 FROM : _ _ PHONE NO. : 360 428 0255 Apr. 09 2001 10:32RM P2 rynt 0 STRUCTURAL CALCULATIONS for - SITE RETAINING WALLS SAN JUAN COMPOSITES 34TM STREET ANACORTES,WA • Prepared by GOEDEKE ENGINEERING 17111E SE 47th Cour Mews,WA 98008.S80S Phone(428)044•559S Pax(425)401.1280 Gop„ C,Gregg Goedek•,P S, j of w.48gQ Structural En;lneer 1y ,' iww4ofl. FROM ; PHONE NO.r! 4(—) : 360 428 0255 Apr. 09 2001 10:33AM P3 • * Pri:na—ais—2001 11613'4 M 1..14 .E 4iC Izzie,i • I ' I , . . _ 1 1 . . • i I ' I . . , • . . .... : '..,...L__!. ..1... licit& . 1 ' _Z*6 i • , . .... . . .. . r4 1400.1 '• . , 1240-tir.• tansu4 • . . . t...a; ; . ; . .. I, . . e.c.......4- . , f . . , i I 1 ', • , . ! • batiCtitdirnStie..: .4 , , _mt.4.,414,14,01et.ma_sh! 1440..p !.... 1.... e41.,A. ..,a,tv_t _: „. ] . . ‘ ...,.., ...... . .. !CdtegPr.:*.c2F1/4.ia:n4- 4 .i,..P_ I,. I ,? , : . - , , i 7 1 ' . . , , . 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Li201z b Z : l` bit I , , 47 , orm.c5,� ! 2- i eo y , . -- - . , . .i. , . i9c • ks s d,34_: I , I I - i �, i • I 1 ; ____. ; . f., . ..., A n a� ! 5s „ . ' I I i I : ' I : �.., I : I I v I I I I I ; 0o: I , I iZII; I i I i` > I$ � I 41 . ! (0' bk ..... , , I , , i� i : MMi4,,. ql_, . ikui ' 1 ., '—___ s o i i i, : _ : I : ' • r I , .. • I i : I . • i I I I I I 1 i ----.I.. ._..._ i I FROM : ----\__PHONE NO. : 360 420 0255 (..Th _Dr. 09 2001 10:34RM P5 ; - . .P.-1, •,.. ma .••,...a• •V •6..co i-1 I i I • •-• i , 1 i 12;e4ipoi i •. t i/i I • I 04,. • • • 1 0 , . i • i ! ! I . : 1 . , , I i i : W rt.,. * li . • ; , 1 . • , I i • , • . . '_._ •_,......._„ , .„.„„..... u.; ( . I I il 'a 11(3 4-a 44-CI 41 i • i . , • 1 .. . . - .0,7;1-citl ---„T••••, ..- .- -- - i!,sp(iota:,1 >"!!'• • . • , # -1 . • JuLa /..,:is, -7. Lik,rio_a . a 127„ _ , .! • ""• • ! ;7;' ; .; -4 7)7.. ; ; -34; --; 7 . -: P; ;• - 1.2;140;t6f--" - :;;' . 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A5 :: 0,2$ !". _.. . ... . ; to . ..( . . „ . „ . . . .• 1 1 . • t : • , . . ., • „ Alit ie.: Iiisoc.H.: - As iioiku, . ,.._,.... . . - " . , , , . , ; i . : ; • ; I 1 , . , • . . , , , . . _. ...;•., ..,..! • • ; ': . • . . . , , • , , . ...... . , i • i •1 • • : . . ., . • ' . . ••: • I I. . • ... ...., .. . • : . 1 .. • ..1 FPOM EM PHONE NO. : 360 428 0255 Apr. 09 2001 10:34PM P6- YEP,te Y16 4Wm1.. 1b .34 HP! Lail\ MR LJ 1 C 1 tie yJ,. . 6 I 4 � --A per : . :.- r , I . �AA�� ..II , TCry - -' • I i f � l!. c.7,ry , 9 I I I i • l • i. - 4 c r . d E F 2 ea in n a ' m ti ti m Cr.N i I 0. 10 CC n C. IVI N na 1 Lc)O 1 N I 1 i f ff I oi I 3 „oil %(s774 }tI3V,j121?S-Pi dZl I el a nZi Mh1 01 ci z wan ) .5,GP)zras* TraVir 1 aS,i oil i b E 001 w'1il 1b I f - t- ayI ill i1 S-•00 -WS. -Val* " Oa SIF al tit-It , 1101 tct;1 ig W, c, „Ent 5-+ (� 71v 112174 w Ion* itZ1 i Ant I me %f it IL I 1 a 1 „0-1 I 5-.(4) trail' ztaIA kZla'NI .2I Ne410 M9 sail 149 M▪ II i l •a-�I S-v(sY /last Vass %g ata bit ,11,71)) i a ab 1.5 i -3 cu. ono" midi- �44 xfln t� 2 a j s� i 9 -I " , Awl -nos ice" vr3u-2 I co A EY ..a ) FROM .: %1 PHONE NO. : 360 428 0255 n Apr. 09 2001 10:32RM P1 ..:ON I7713-F3 UUNI3AR ROAD ALAN N. PERKES MOUNT VERNON, WA 98273 1--•• Phone: 360-438.0255 Aa CONSTRUCTION & DEVELOPMENT Fax: 360-428-0259 - facsimile transmittal m itt sa'N M From: u f$*✓I i ' l To:Fax: p a 7 - / l 31 Date: /9/U �q/ '2, y+. y� Si- c / ✓ -// / [. V/ y per; 7 Re:. Si-'U ..l� cc: ❑Urgent 'For Review U PleaSc Comment U Please Reply 0 Pkase Recycle . . . . . Dti fl .e L el L/e lv,// a/Iso A 444e A leena kV % a /cb A L.-✓ -f6l al cel.)pialer czal, ' " /,/a 6/Ut /V 6)19 At; 1 Frit -j N. fi d ram' r 0 / a---- °M Building Department -p�� Memo To: Bob Hyde From: Don Measam Date: 3/15/01 Re: Sanitary Sewer Hookup GFC—416 34Th Street Mr. William Wooding is proposing a new Boat Manufacturing Facility at 416 34th Street with the following sanitary sewer drainage fixtures. A 5/8x3/4-water meter is proposed for this project. No. Fixture Units Water Closets 4x 4=16 Lavatory 4x 1 = 4 Sinks 2x 2= 4 Total 24 Total drainage fixture units are 24. Please calculate the required sanitary sewer general facilities fee for this project. sewer': 2�t C�x--c0� 1=.s = z� - 0.8 30 .FIe12_0 ERO x 5 585 9 / v s 3C85,(00 • Page 1 ?-eikt-c21" 31( — 93DeD 2-1?-g D9-57 F 7c A-Thetcrt rnofcbc. ouctt, 1 O.Si wr t itot. ,t CITY OF ANACORTES P.O. Box 547 Anacortes, WA 98221 Phone: (360) - FAX: (360) 293-1938 Date: Time: `. DD AM PM TO: tk _ram- C\ FROM: ot-1.c ` 1 Cover Sheet Plus Pages COMMENTS: f I_1\n1 } ✓J UO 4.9.AQ k 0,1 (a`-"ey)o0;- f3o 1 h c'lek c.c 'itil di-A. C JOAA A t4 •-)-rx Ian.cr Loy_ 1--- ., GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98006-5805 Phone (425) 644-5899 Fax(425) 401-1250 FAX MEMO TO: Alan N. Perkes Construction PROJECT: San Juan Composites and Development Anacortes, WA ATTN: Alan Perkes FROM: Gregg Goedeke DATE: 12 April 2001 PAGE 1 OF 1 COMMENTS: Alan: As we discussed on the telephone, a 6'-0"square x 24"thick pad footing is adequate in lieu of the 6'-6" square x 18"thick pad footing shown on the foundation plan. Revised calcs are attached. Please call if there are additional comments or questions. Sincerely, �„� GOEDEKE ENGINEERING i hiaer----- C. Gregg Goedeke, P.E.Structural Engineer �o h;.r%ip r.) EXPIRES. 10/28/ /�Z I III FROM : PHONE NO. : 360 428 0255 Apr. 12 2001 11:56AM P1 it ... 17713-B DUNBAR ROAD IN1 MP ALAN N. PERKES MOUNT VERNON, WA 98273 ,-•,.. Jail al I • Phone: 360-428-0255 A CONSTRUCTIO,IV & DEVELOPMENT FOX; 360-428-0259 e . IA: ',. .447.,;,;,,y-g:c;:,. ::. .,! ? . imesint' ''--- '' .'54 - mit- - To: 0C99 /77, / fif/agedts From; atatti 4 Fax: c%2 9 3 -193r Dare: I. //210 ) i Phone; Ilg: 1 CC: 1 1:1 Urgent 1900r Review 0 Please Comment 1:1 Please Reply ID Please Recycle I . . 1F-7 i • • . • . • MAtite4C174 i 74 ° Av 6 I/1,27. de*;/ to n 4 691944 .16 61'1/4/ I nu+ Ea 740-04 or lejej, i I . fie 15141AW chr tut 14/0141 //4 it, lo-okt. 40 any rn ku ci S tAt 7 1 ).: 7 ' 1 it h @ L ' iint Z. 1 Ona41/204dk ail 1 91111MA- 1 , ) ) 1 i FROM : PHONE NO. : 360 428 0255 Apr. 12 2001 11:57AM P2 APR-12-2001 1® :49 AM GL'16>j KE. '�'t� a • "' GOEDEKE ENGINEERING 17119 SE 47th Court Bellevwe, WA 96006.4e06 Phone (426)644.5899 Fax(428)401.1200 PAX MEMO TO: Alan N. Parkes Construction PROJECT: Gan Juan Cornpo$kes and Development Anasortes, WA AT TN: Alan Perks FROM: Gregg Goedeke DATE: 12 April 2001 PAGE 1 0P 1 • COMMENTS: Alan; Mn discussed on the telephone,a e1.0"square x 24°thick pad footing Is adequate In lieu of the 6'-e square x 18'thick pad footing shown of the foundation plan. Revised Gales are attached. Please call If there are additional comments or questions. Sincerely, GOEDEKE ENGINEERING qi /19, V4 C, Gregg t3eedeke, RE. Structural Engineer J lbt �IONAI.06% ante 1O1w 1e z. 1 FPOM : PHONE NO. : 360 428 0255 Apr. 12 2001 11:57RM P3 PPR-IL-aims 1m :JW Mn vr ,- FOUNDATION STRUCTURAL. CALCULATIONS for SAN JAN COMPOSITES 34Th STREET ANACORTES,WA Prepared by O0EIEKE ENGINEERINO �a ,G Gqz, 17119 SE Bellevue,WA Tth Court stirYb006b00b 0 ,a.�vvi)dtt+, Phone(425)644-5599 tm ! Fax(426)401-1250 ' r `• C. Gregg Goedeke, P.E. +�°^ Structural Engineer �s1/SR0NA. S\ Vitt/ � C f FROM : PHONE NO. : 360 428 0255 CF—� y Apr. 12 2001 11:57RM P4 APR712-2901 19 %S8 AM Gr= 1EK .. I I Y:_I ...i - . - • .' • `T I i : � 1 i . I I , .i. ! _ j I. L Ny Aa id) �L • ,_ . ._�.11'i• ._ J�(e_U :,._.! ._. Ic j . i .._,._ ' :_L:("� ,tZ.,.� .L9Ser - -- 1 ' i �; �i i i~ I i I , ,.. , I -- _ _ _1.... .�- _ .. . . . • me 14" • 1?7, i i i T I • • , -, ..•: 'Pe.?� q (t.._�1+ 1Z,�4�+';-,,.1 Y,I I I _ • . ....7.... - - } • • �* Ib.� 41__fl tii= •t11i(0)(•71a7)4s JZ5•`•.-�s' (23i.4..1r+.+R.� • it._ , I ' i i ! . i(.. _ laR j� ,. • .. I lit i! _4 .: ! IV- A4 _� 164) 'I '41 So ji , raj . ' ' flu. +- -. �) F3. • = - ;.� ._ * 1s. �_t-'G_ �. i—J 1— l i ..-,_. -� . .....i........; __ , I I j i i I j, , i 1. I I 1 rw_ - - I, . JY •i ' o-� io-I _ I I I ,I I I ; • • I i I I— , -- — • I 1 . FROM PHONE NO. : 360 428 0255 Rpr. 12 2001 11:58RM PS PYK-16..4eiUi .LT .- . pin �,.g==��..,. 11 ..-...., , • • cam.) , :Sa#7.T 41004 Yz "' 2' 12, W' t4 Wpii r �.4.i9 �v�i -...frti�4 r. I�S C14 . 'ZZ�4�` , • • 5116.�2.,5: Fh0l5. .F ?r�+ C+� `il ) ,:. l r 3 y._ N 2 ... . . .a I i , /� � __ ;.._.:_,_ '4t'n S• 7:0L(n. des I S4 `?t' Iri-Ka -._.._�._...!_ ..,,, '~K. ;(ilk. : : 1 _ 1.3.4.n 'QSTM ..3 5 1 ' I j j• 1 1 1 LA . aft 151 • • • • I I I • • i ' a. .. ..._.... w .... .� ...,..,. ...... _ .... : 1 , Cia trarncner 3 _ucb Brio -\ c -Q a-Nn® m ,_T" - t,A ° my4, ':0 )-•,\_L / o/h i/4 s tit-) CC. 61 1 - — V ate' ) , w 1 .>_03 tvc caQ - - a4AC 4" ovv Zp `4- rco rcr j.ye c-c-9\ '‘ g acce*.4- VG) c 0v 4 -13 r03 Y 0 G1`+A 9IWO a) .IIj. 1991 Ai leCrECt /11 ith _ S torrism, AL vn XIS • January 23, 2001 San Juan Composite Addition Environmental Checklist it TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Lervik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits . THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: O NO comment O I recommend the following conditions: li 11 m. - :- Aar' 17a-ri /!s 4/$ ,cam .:cc/ <,C. T S/Zcr C. U A My 4!-&f 16"% L.Lf ;,7-2Sc/Clt rah- fr-r &(J cep J I {/GJ .@ny (i{jam'S d:Jaof- ✓uc-;Jax. A 0a6- � 1 t � � 1�t , cC..4- t -A 4C/ h c,YI Cci/ Af7z.Cs''! -i." ✓/• ,� `_f- ` �./1 -. '> e 2 `.1.-lc Ara 7 CP C10/_ / J r L ," P-7 j v 5 IJUvf r-'z.,t t-/ Act! s J/ £- l l /'✓c/o -e ci Lr.s 1 r-.�'i e-4,_ .'e^' �! c'.... _. ,'.:, G/ /' "� C.a e. ',.:/by, .✓.. U -/( J j)r'ru Q ti l'J c[.�G�i[/ 7-X__e_et Cut_ 61 lc- C.d 16/ !/ol %w"..41 }"..A (Vs^ `GU luo LG,U -1,�G-72-G^0 I C= +' )'kaft'' ((';7 f„!; l 'Y �7Cra 7 Cti (S3/�9 Ccog-?) nczs /5C vet 50 , f7c-r17cep 7 Ott 0c"�1 eYco/J61 I a : fir' c7 Z z G_,j ri /RA/C,j `7 C^ (✓tz17- 5,,,:':zed`: f`: irrIC„2-7.t -nc c� �-- Q /y toilZiuir 0 o dI l /1/�a`? ,r-c�if7`" !J jc�Is'A2:r� v { S. 7.L.7 T j f 67r 67ccz3 n P4 -2.ka_� - �.. `tee lo. 22 A oi lice t:// ��jZlue Le/2 19-c-cav ��?`� ✓r S %y21 e �'LcmLp f ^v ci eke C� czrc v 1 Cif%gia Ub jai 62Cf z✓ SEPA APPLICATION Page 1 PROJECT: 01/19/2001 APPLICANT: Fee Paid: Receipt No. A. BACKGROUND 1. Name of proposed project,if applicable: San Juan Composite Addition 2. Name of applicant William W. Wooding 3. Address and phone number of applicant and contact person: 13540 Rosario Road Anacortes, WA 98221 Contact: Alan N. Perkes (360)428-0255 -- 4. Date checklist prepared: 01/19/01 5. Agency requesting checklist: City of Anacortes I 6. Proposed project timing or schedule(including phasing,if applicable): As Soon As Possible 7. Do you have any plans for future additions, expansion, or further activity related to or connected with I this proposal? If yes,explain. No S. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. None Known 9. Do you know of pending applications for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. None Known 10. List any government approvals or permits that will be needed for your proposals,if known. City Of Anacortes Building Permit, Fill &Grade Permit, and SEPA Permit c SEPA APPLICATION -" Page 2 PROJECT: 01/19/2001 APPLICANT: 11. Give a complete description of your proposal,including the proposed uses and the size of the project and site. There are several questions later in this checklist which ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is a Boat Manufacturing and Assembly facility with office area. The area being used is 51,955 sq. feet for the proposed project The manufacturing space is 22,500 sq. feet The office is 2,537 sq. feet The lean-to is 3,750 12. Location of the proposal. Please give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any. If a proposal would occur over a range of area, please provide the range or boundaries of the site(s). Please provide a legal description, site plan,vicinity map,and topographic map if possible. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. (Indicate if maps or plans have been submitted as part of a permit application). The project is located at 416th 34th Anacortes, WA 98221 P-78019 Lot 54 Block 28 Anacortes Industrial Park Just East of existing San Juan Composite at 502 34th B. ENVIRONMENTAL ELEMENTS 1. Earth 1 a. General description of the site(Indicate one): flat,rolling,hilly,steep,slopes,mountainous,other. b. What is the steepest slope on the site(approximate % slope)? 2% c. What general types of soils are found on the site(for example,clay,sand,gravel, peat,muck)? If you know the classification of agriculture soils,please specify and note any prime farmland. Gravel and Sand -----� I 'C../1-a- ct a_ Lc✓ l r1�s (DrpPoSa / Cs ewrvny �v A� TLI�- w>s veg.0.4 ,o tic, w-p n //pcu-t'IA naaZiAL rani n. v ct;tied nT /2.6.1-eS C v).Sun?/3Ater ray "r/L. I. t LAO SEPA APPLICATION l _- Page 3 PROJECT: 01/19/2001 APPLICANT: d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,describe. None Known e. Describe the purposes, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Pit Run Gravel and Import fill 1,750 c.y., Lake Erie Trucking Pit f. Could erosion occur as a result of clearing,construction,or use? If so,generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? -- - - About 65% Site is approximately 3.95 acres g .. Existing building area is 1.33 acres Proposed building area is 1.20 acres h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Use of Erosion Control Plan 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automotive, odors, industrial wood smoke) during construction, and when the project is completed? If any, generally describe and give approximate quantities if known. Normal Emissions from Trucks and Equipment b. Are there any off-site sources of emissions or odor which may affect your proposal? If so, generally describe. None c. What are the proposed measures to reduce or control emissions or other impacts,if any: Be as efficient as possible and use good construction methods SEPA APPLICATION \\\\\\ Page 4 PROJECT: 01/19/2001 APPLICANT: 3. Water a. Surface: 1) Is there any surface water on or in the immediate vicinity of the site (including year-round and seasonal streams,saltwater,lakes,ponds,associated wetlands)? If yes,describe type,provide names,a{ and if known,state what stream or river it flows into. / �� 1 �� C ` PS 1 No nn ( rJ'li- 2) Will the project require any work over or adjacent to (within 200 feet) the described waters? If yes,please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill -material. None Removed 4) Will surface water withdrawals or diversions be required by the proposal? Give general description,purpose,and approximate quantities if known. None Required 5) Does the proposal lie within a 100 year flood plain? Note location on the site plan,if any. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. No Waste Materials will be discharged b. Ground: 1) Will ground water be withdrawn or recharged? Give general description, purpose,and approximate quantities if known. None Withdrawn SEPA APPLICATION \ i Page5 PROJECT: 01/19/2001 1 APPLICANT: 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial,containing the following chemicals...; agricultural; etc.). Describe the general size of the system,the number of such systems, the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. Not Applicable c. Water Runoff(including storm water): 1) Describe the source of runoff and storm water method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, please describe Majority of developed site is roof water. Parking lotl will flP w as shown on siteylan w// _' y Bio Filtration Swale as shown (o� /.wJ J. tS•Le,c a` 172,�a,aJ / GI& (1- U c A u S 44. s o /J A-I4Cs G.a/d e-2(41d' rrr P . -- 2) Could waste materials enter ground or surface waters? If so,generally describe:" NO d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: Follow City and Regulatory Requirements 4. Vegetation a. Check or Indicate types of vegetation found on the site: deciduous tree: alder,maple,aspen,other evergreen tree: fir,cedar,pine,other shrubs g grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Surface grass and weeds c. List threatened or endangered species known to be on or near the site. None Known SEPA APPLICATION ` / Page 6 PROJECT: 01/19/2001 APPLICANT: d. List proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Landscaping areas as shown 5. Fish and Wildlife a. Indicate any birds and animals which have been observed on or known to be on or near the site: None Known birds: hawk,heron,eagle,songbirds,other: mammals: deer,bear,elk,beaver,other fish: bass,salmon,trout,shellfish,other -- - -b. List any threatened or endangeredspecies known to be on near the None Known c. Is the site part of a migration route? If so,explain: No d. Proposed measures to preserve or enhance wildlife,if any: Landscaping 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electrical: Lighting and Equipment Gas: Heating SEPA APPLICATION -' Page 7 PROJECT: 01/19/2001 APPLICANT: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe No c. What kinds of energy conservation features are included in the plans of this proposal? Meet N. R. E. C. Requirements, Good Management Practices. d. What are the proposed measures to reduce or control energy impacts,if any? Use of Energy efficient equipment and lighting. 7. Environmental Health a. Are there any environmental health hazards, exposure to toxic chemicals, including risk of fire and explosion,spill,or hazardous waste,that occur as a result of this proposal? If so,describe. No b. Describe special emergency services that might be required. F Fire Department, Medical Care—Normal Services c. What are the proposed measures to reduce or control environmental health hazards,if any: Have Safety Plan in Place 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently a vacant lot in an Industrial Zoned Area. Existing structures are Manufacturing and related Businesses. b. Has the site been used for agriculture purposes? If so,describe No c. Describe any structures on the site Existing Manufactunng Building to the West. SEPA APPLICATION \ ) Page 8 PROJECT: 01/19/2001 APPLICANT: d. Will any structures be demolished? If so,what No e. What is the current zoning classification of the site? Industrial District I f. What is the current comprehensive plan designation of the site? Industrial District I g. If applicable,what is the current shoreline master program environment designation of the site? Not Applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so,specify. No i. What are proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Proposed project is an addition to existing building to the West. Same use as existing building and other buildings in area. __-- j. Approximately how many people would reside or work in the completed project? Approximately 20 new employees. k. Approximately how many people would the completed project displace? None I. What are proposed measures to avoid or reduce displacement or other impacts,if any: None, We will be Hiring 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. No Housing units are associated with this project 0 SEPA APPLICATION \ -, Page 9 PROJECT: 01/19/2001 APPLICANT: b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. What are proposed measures to reduce or control housing impacts,if any: None, Be a good neighbor. 10. Noise a. What types of noise exist in the area which may affect your project (for example: traffic, equipment,operation,other)? No existing noise will affect this project b. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic, construction,operation,other)? Indicate what hours would come from the site 1.) Short term: Supply Trucks and deliveries for normal construction noise 2.) Long term: Normal Employee Traffic c. What are the proposed measures to reduce or control noise impacts,if any: Most work will be done inside of building. Building walls and roof are insulated. 11. Aesthetics a. What is the tallest of any proposed structure(s), not including antennas; what is the principal exterior building material(s)proposed? 34" @ Eave 38' at the Ridge, Pre-engineered Steel Building W/Metal Siding. b. What views in the immediate vicinity would be altered or obstructed? Would not effect West view due to existing structure. Some Exposure to the North would be blocked • SEPA APPLICATION 0 Page 10 PROJECT: 01/19/2001 APPLICANT: c. What are the proposed measures to reduce or control aesthetic impacts,if any? We will meet the Landscaping Requirements. 12. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Wallpacks will be installed on exterior of building to meet code requirements. Dusk till daylight. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? - - None Known -- d. What are the proposed measures to reduce or control light and glare impacts,if any: Meet Code Requirements for Safety. 13. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None in immediate area b. Would the proposed project displace any existing recreational uses? If so,describe. No c. What are the proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: This project would not reduce any recreational area. 14. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so,generally describe. None Known SEPA APPLICATION 0 Page 11 PROJECT: 01/19/2001 APPLICANT: b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on the site. None observed or Known c. What are the proposed measures to reduce or control impacts,if any: None 15. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Hwy 20, "R" and"T" Avenue to 34th Street b. Is site currently served by public transit? If not,what is the approximate distance to the nearest -- - transit stop? No, 'A mile c. How many parking spaces would the completed project have? How many would the project eliminate? 20 new on site and additional on existing site to meet San Juan Composites needs. New Building and Existing building will be one Complex d. Will the proposal require any new roads or streets, or improvements to any existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). None Required e. Will the project use or occur in the immediate vicinity of water,rail,or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 40 to 50 employee vehicle trips. Freight to site 2 to 4 times weekly. g. What are proposed measures to reduce or control transportation impacts,if any: Good egress and ingress will enhance site visability. Impacts should be minimal • 0 SEPA APPLICATION Page 12 PROJECT: 01/19/2001 APPLICANT: 16. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection,health care,schools,other)? If so,generally describe. Normal Services would apply b. What are proposed measures to reduce or control direct impacts on public services,if any. Conduct a clean, safe working environment. 17. Utilities a. Indicate utilities currently available at the site: electricity, natural gas, water, refuse service, telephone,sanitary sewer,septic system,other: b. Describe the utilities which are proposed for the project,the utility providing the service,and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity/ Water/Refuse Service C. SIGNATURE The above answers are true to the best of my knowledge. I understand that the lead agency is relying on them to make its decisions. Signature: 1Pstt 1 t Date Submitted: 1 I1 O 1 FROM \ ) PHONE NO. : 360 428 0255 �‘ Rpr. 12 2001 11:56RM P1 M:; 17713-B DUNBAR ROAD F MOUNT VERNON, WA 98273 ;Mali, ALAN N. PERKES Phone: 360-428-0255 '�s CONSTRUCTION & DEVELOPMENT Fax; 360-428-0259 falr :, : rrlttal To: am ./z A `Nr (s. From: O44,•4 Fax: 02 9 3 -195r nate: //210 I Phone; 24 '3 - it al Pages: ✓C Re: I CC:: , 1 0 Urgent got ReviLw 0 Please Comment O Please Reply ❑Fleace Recycle . (grillib;44.€44, )1 4/i ram/ 46III 7 do/ t-a I �OnJy d j the -40 me. re-0 ku re 7 / x7 ' iih @ GinsL 1 00.9.240,45 ail i C ; • i . 1 ri FROM : j PHONE NO. : 360 428 0255 Apr. 12 2001 11:57AM P2 APR-'12-20©1 10 :4 AM ❑LDELtKE „t. �2 is-"� • "• GO!DEK!ENGINEERING 17119 SE 47th Court Bellevue,WA 90006.8506 Phone (428)644.5599 Fax(428)401.1280 TAX MEMO TO: Alan N.Parkes Gonstfuation PROJECT: Ban Juan Compasfee and Development Anaaenee, WA ATtN: Alan Parkes FROM: Gregg Goedake BATE: 12 April 2001 PAGE 1 OP 1 • COMMENTS: Alan: As we discussed on the telephone,a 61.0"square x 24°thick pad footing is adequate In lieu of the et-0"square x 18"thick pad footing shown on the foundation plan. Revised tales are atteclrad, Please call If there are additional comments or questions. Slnoerely, GOEOEKE ENGINEERING (YE cs "* u Aus;c C. Gregg Goedeke, P.E. Structural Engineer % fNBQ 4. `t;rbNAL FCC' CEXPQYS 10/2W la,a. FROM : T PHONE NO. : 360 428 0255 Apr. 12 2001 11:57RM P3 PPR-12-1016i la :aU I ll uuL\ ..._ FOUNDATION STRUCTURAL CALCULATIONS for SAN JUAAN COMPOSITES 34 STREET ANACORTES,WA • Prepared by GOEOEKE ENGINEBIUNO ,G Gq6 17119 BE Bellevue,WA 740000.5005 V ��a i1�V�i4 Phone(425)644.5099 'Ca ! Fax(425)401.1250 'r C. Oregg Ooedeke. P.E. Structural Engineer \S!()NAI.1`N Viti1 21-10 I 1 FROM : PHONE NO. : 360 428 0255 y Rpr. 12 2001 11:57RM P4 Y/.J 1 #pR-12-2901 lit350 AM ❑1:3 _Kt. I ! ILi iI ! I to ..10.,P.,1 _ 1 ei • e l i I , I I I ! '1' - i•• - --' ,_r_. !• ...._. . ._ 1 I kj .i r-' 1 \/ ' i j Ij 'I I � ' i• i ' i I 1 - I' t� i 1 ' I ,. .; 111412k •• J tom p ; : I o, . loth . 1._' I i j�--'� - ... .__ I - : 1 I , j I I i 1 I I I I I I •-- !- ! : ! _.... I ' ;__ _.-.. i2 _4 .tie' ,_ I . ! �! !J1,4 tom; !_!t�q(4) i1`'Tr..$ t '_ 14,.E� '_ I I I ' ... ... 1 I '' . . . .w. i11111I Y�! i , I -L j i 1 ....T� .;TAT ..2)--r i —j 1 i _..-_. _� --- • ; i lit 1 Ii1lliii 1 i .. -gip I ' i : l l 1 • .. r �I _ .._. .. I i i -.� I IIII1 FROM " n PHONE NO. : 360 428 0255 Apr. 12 2001 11:58RM PS HVK—L2-4eie,• YW .JJL nn ....1 ..T , .... .> : ; :c , :1 4•_. wiaii4 t Ail : ' 4v' ,�,..01 r. I eS &4s.q)xi itZ�4- 1 I , , I 6 — _.; " 0,15... E 1 "' : _ .._ a.. : ...: . 21 il" 24 4�° ..-. .... . • :� Imo: dam , .• , i ' ^ , . pis'..,....,a .i . • . , I i —.- . • 1 ! I . 1 I i i i i i . ' I • , I r ' • • • i I I ' ectin Ni_913 t,,, aot • -• • s ,--,, 3 cr (-9-" "A gn suuedJ,Q cti:6,e (.9-/%-- .tea (?)-D'N P DI--- C)--)' c--) 9_--Th, ---)/AS O I i •5 V_ (4490._kJA (A, keff VO CA/TIC 09-$12H - CrThTh ' 6 (iffi:,), — _ 0 -/‘-' cos? x\---\)_ 9)-- ko _Lw_HtLic,L94 D ALAN N. PERKES CONSTRUCTION INC. Alan N. Parkes President Ph: 360-428-0255 Fax:360-428-0259 Cell 360-391-2800 Email:anpconst@fidalgo.net P77t3-B Dunbar Road At aunt ereeUI, ra51aai e] 98273 4,A)0 ' - v ce. P.e't C 3 rut, _ Is� or t \P k Ci HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 May 24,2001 Job#125 Gary Barnett P.E. Engineer Department '4�o City of Anacortes G`C. PO Box 547 Q,� 1�� �Anacortes,WA 98221 kg (c0�� Cc: Don Measemer <C)Ca®\<(:' Subject: Engineering design review dated May 14, 2001, of San Juan Composites. Dear Mr. Barnett, The following are my responses to the review completed by John Semrau on memo dated May 14, 2001 on the above referenced project. 1. I have moved the biofiltration swale to the north beyond the property line as apposed to pursuing an encroachment agreement. The owner will provide a letter from Andrews Electric,the owner of the parcel that the swale passes through,that states their agreement as to the location of the proposed swale. The Planning department has indicated that the location of the swale in Tract A is acceptable. 2. The retaining wall has been changed to a concrete block wall and the design is located on sheet C2. A 6' fence will be located on the top of the wall and along the steep slopes. 3. The owner will provide a letter from the City Planning department revising the easement language to include this parcel for access and utility use. The late lock will be coordinated and approved by the Fire Department. 4. The spill control separator detail has been revised as requested. 5. See sheet C3 for revised sanitary sewer that flows to the north between the exsiting building and the proposed building. If you have any questions or require additional information please let me know. Sincerely, s-04.44.4 Dale Herrigstad P.E. . HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue, Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 May 24, 2001 Job#125 Gary Bamett P.E. Engineer Department City of Anacortes CC"� \ PO Box 547 V' € 1 Anacortes,WA 98221 v (_' :}< ‘g3' Cc: Don Measemer Subject: Engineering design review dated May 14, 2001, of San Juan Composites. Dear Mr. Barnett, The following are my responses to the review completed by John Semrau on memo dated May 14, 2001 on the above referenced project. 1. I have moved the biofiltration swale to the north beyond the property line as apposed to pursuing an encroachment agreement. The owner will provide a letter from Andrews Electric,the owner of the parcel that the swale passes through,that states their agreement as to the location of the proposed swale. The Planning department has indicated that the location of the swale in Tract A is acceptable. 2. The retaining wall has been changed to a concrete block wall and the design is located on sheet C2. A 6' fence will be located on the top of the wall and along the steep slopes. 3. The owner will provide a letter from the City Planning department revising the easement language to include this parcel for access and utility use. The late lock will be coordinated and approved by the Fire Department. 4. The spill control separator detail has been revised as requested. 5. See sheet C3 for revised sanitary sewer that flows to the north between the exsiting building and the proposed building. If you have any questions or require additional information please let me know. Sincerely, jk91) Dale Herrigstad P.E. nn dr/`r Un r �� G �)� o � SEMRAU ENGINEERING S. SURVEYING, P.L.L.C. MEMORANDUM San Juan Composites TO: Gary Barnett, P.E. Engineering Department, City of Anacortes FROM: John B. Semrau, P.E. & P.L.S. ,gam SUBJECT: San Juan Composites CC: DATE: May 14, 2001 I have reviewed the revised project plans and information. This plan revision did not include any revision per the redline plan set that was prepared. All previous redline plan revisions still need to be addressed and have been copied onto the most recent submittal. The following is a summary of issues that still need to be addressed in addition to the plan redlines by the proponent: 1. The biofiltration swale to the south of the site along 34th street has been moved by the proponent to further encroach into the City right-of-way. The previous plan review requested the proponent move the swale out of the city road right-of-way. This new location now appears to encroach on the design standards for the sidewalk. The proponent needs to show his design still includes the 2 foot flat behind the sidewalk before beginning the 3 horizontal to 1 vertical side slope. Proponent needs to also show that this design does not warrant a pedestrian rail be installed along the sidewalk. The proponent also needs to complete an encroachment agreement. The proposed biofiltration swale is a private facility intended to only serve private property. Private detention and water quality facilities that are privately maintained and operated and do not serve any public street surfaces are normally not allowed on public rights-of-way or private property not owned by the owner and operator. Operators of commercial and industrial property need unrestricted access to perform maintenance and implement spill control and cleanup. This same biofiltration swale is still shown to encroach on property not owned by the proponent or the City. The proponent needs to provide a title report or copy of a recorded agreement that shows they can construct, operated and maintain a stormwater treatment system on property that is not under their ownership. This easement needs to include sufficient area to access for maintenance and repair. The westerly end of this swale still falls in Tract A, "Anacortes Industrial Park". Tract A is a Parks and Planting Area. The proponent needs to address or mitigate for this use with the City. The swale on the north end of the site has been deleted instead of redesigned. The stormwater has been routed to the southerly swale. 2118 RIVERSIDE DRIVE,SUITE 104-MOUNT VERNON,WA 98273-5454-(360)424 9566 FAX(360)4246222 ses@semrau.com SAN JUAN COMPOSITE GARY BARNETT May 14, 2001 2. A retaining wall, up to 10 feet high, is proposed along the north boundary of the site. The plans note that the wall will be designed by others. This wall needs to be designed by an Engineer. A guard rail is show to appear on the top of the wall. The designer did not addressed the steep (10 foot vertical, 2:1 side slope) located at the northeast corner of the building as requested in the last plan review. This area still needs a barricade, fence or guard rail. 3. The proposed gravel fire access located along the north boundary of the site is located in a 30 foot easement found on Short Plat ANA 98-007. This easement reads on the face of the plat, "30' ACCESS EASEMENT IN FAVOR OF LOT 1 AND 30' UTILITY EASEMENT IN FAVOR OF THE CITY OF ANACORTES." The proponent needs to obtain or show he has obtained an easement for the fire access. The plan shows the access will be gated. The gate as well as details of the proposed gate still need to be approved by the Fire Marshal. 4. The spill control separator detail added to sheet 2 of 3 needs to be revised to show the plan details of WSDOT/APWA Standard Plan B-3, such as but not limited to shear gate, materials, straps and dimensions. 5. The sanitary side sewer connection of the building to the sewer main no longer shows appears on Sheet 3 of 3 as on the previous review submittal. The side sewer needs to be shown with the COA required clean outs and connection fittings at the main. This side sewer also crossed what appears to be private property. The proponent needs to revise the plans and return two sets of the revisions with the redline plan set. END OF MEMO E _1 �y � 5" a-ao Le 4168-GB-5.doc 2 ha = —gym— ,!m1 C� t97 Ewe SEMRAU ENGINEERING & SURVEYING, P.L.L.C. MEMORANDUM San Juan Composites TO: Gary Barnett, P.E. Engineering Department, City of Anacortes FROM: John B. Semrau, P.E. & P.L.S. 3g5 SUBJECT: San Juan Composites CC: DATE: May 14, 2001 I have reviewed the revised project plans and information. This plan revision did not include any revision per the redline plan set that was prepared. All previous redline plan revisions still need to be addressed and have been copied onto the most recent submittal. The following is a summary of issues that still need to be addressed in addition to the plan redlines by the proponent: 1. The biofiltration swale to the south of the site along 34th street has been moved by the proponent to further encroach into the City right-of-way. The previous plan review requested the proponent move the swale out of the city road right-of-way. This new location now appears to encroach on the design standards for the sidewalk. The proponent needs to show his design still includes the 2 foot flat behind the sidewalk before beginning the 3 horizontal to 1 vertical side slope. Proponent needs to also show that this design does not warrant a pedestrian rail be installed along the sidewalk. The proponent also needs to complete an encroachment agreement. The proposed biofiltration swale is a private facility intended to only serve private property. Private detention and water quality facilities that are privately maintained and operated and do not serve any public street surfaces are normally not allowed on public rights-of-way or private property not owned by the owner and operator. Operators of commercial and industrial property need unrestricted access to perform maintenance and implement spill control and cleanup. This same biofiltration swale is still shown to encroach on property not owned by the proponent or the City. The proponent needs to provide a title report or copy of a recorded agreement that shows they can construct, operated and maintain a stormwater treatment system on property that is not under their ownership. This easement needs to include sufficient area to access for maintenance and repair. The westerly end of this swale still falls in Tract A, "Anacortes Industrial Park". Tract A is a Parks and Planting Area. The proponent needs to address or mitigate for this use with the City. The swale on the north end of the site has been deleted instead of redesigned. The stormwater has been routed to the southerly swale. 2118 RIVERSIDE DRIVE,SUITE 104-MOUNT VERNON,WA 982735454-(360)424 9566 FAX(360)424 6222 ses@semrau.com II SAN JUAN COMPOSITEil cm GARY BARNETT May 14, 2001 2. A retaining wall, up to 10 feet high, is proposed along the north boundary of the site. The plans note that the wall will be designed by others. This wall needs to be designed by an Engineer. A guard rail is show to appear on the top of the wall. The designer did not addressed the steep (10 foot vertical, 2:1 side slope) located at the northeast corner of the building as requested in the last plan review. This area still needs a barricade, fence or guard rail. 3. The proposed gravel fire access located along the north boundary of the site is located in a 30 foot easement found on Short Plat ANA 98-007. This easement reads on the face of the plat, "30' ACCESS EASEMENT IN FAVOR OF LOT 1 AND 30' UTILITY EASEMENT IN FAVOR OF THE CITY OF ANACORTES." The proponent needs to obtain or show he has obtained an easement for the fire access. The plan shows the access will be gated. The gate as well as details of the proposed gate still need to be approved by the Fire Marshal. 4. The spill control separator detail added to sheet 2 of 3 needs to be revised to show the plan details of WSDOT/APWA Standard Plan B-3, such as but not limited to shear gate, materials, straps and dimensions. 5. The sanitary side sewer connection of the building to the sewer main no longer shows appears on Sheet 3 of 3 as on the previous review submittal. The side sewer needs to be shown with the COA required clean outs and connection fittings at the main. This side sewer also crossed what appears to be private property. The proponent needs to revise the plans and return two sets of the revisions with the redline plan set. END OF MEMO 4168-GB-5.doc 2 Measamer, Don _ From: Pete Harrison [prh@Ibs-inc.com] Sent: Tuesday, June 26, 2001 2:02 AM To: Measamer, Don Subject: Andrews-Wooding Boundary Line Adjustment-34th Street and V Avenue-Anacortes Industrial Area Don, This is to confirm our telephone conversation this morning updating you on \` the status of the Andrews-Wooding boundary line adjustment. We have the c, 2 mac. Q ScNd"-%1-9-- mapping and other application materials nearly ready to submit, and the adjusted line has been staked on the ground. We are lacking only title LLiovt d documentation that a part of the parcel that the Andrews intend to convey �����v � to Wooding is in fact a part of their ownership. First American Title is working on a title transfer to complete that task. As soon as we receive &C.tw,spay) confirmation from them, we will complete our mapping and submit the application. Please let me know if you need additional information. Thanks, Pete Peter R. Harrison, P.L.S. CC) d .7"0- 1 lN2 `r1Ac,�R Pr, r0\-Oa"1q oV . ' CCV ,I_ • 1 o AA nr ✓� c $✓�tPx.2�f — Cr�a�l wz LPO c& a ors eC^� � n �'�` ° 4r` Gr.3) 4 �'V�h c7Q *l.n . cr>�uly� to \v-,ed—.a -3 1ST 4v1t0" t 302.4 /Izz--`\ 0 1997 UNIFORM BUILDING CODE 303.2.2 4 / EXCEPTIONS: 1. A three-hour occupancy separation may be the gathering together of 50 or more persons for purposes such as used between a Group A,Division 1 and a Group S,Division 3 Occu- civic, social or religious functions, recreation, education or pancy used exclusively for the parking or storage of private or instruction, food or drink consumption, or awaiting transporta- pleasure-type motor vehicles provided no repair or fueling is done.A tion.A room or space used for assembly purposes by less than 50 two-hour occupancy separation may be used between a Group A,Divi- sion 2,2.1,3 or 4 or E or I Occupancy and a Group S,Division 3 Occu- persons and accessory to another occupancy shall be included as pancy used exclusively for the parking or storage of private or a part of that major occupancy. Assembly occupancies shall pleasure-type motor vehicles provided no repair or fueling is done. include the following: 2. Unless required by Section 311.2.2,the three-hour occupancy Division 1. A building or portion of a building having an separation between a Group R,Division 1 Occupancy and a Group S, assembly room with an occupant load of 1,000 or more and a Division 3 Occupancy used only for the parking or storage of private • or pleasure-type motor vehicles with no repair or fueling may be re- legitimate stage. duced to two hours. Such occupancy separation may be further re- Division 2.A building or portion of a building having an as- duced to one hour where the area of such Group S, Division 3 sembly room with an occupant load of less than 1,000 and a legiti- Occupancy does not exceed 3,000 square feet(279 m2). mate stage. 3. In the one-hour occupancy separation between Group R,Divi- sion 3 and Group U Occupancies,the separation may be limited to the Division 2.1.A building or portion of a building having an as- installation of materials approved for one-hour fire-resistive construe- sembly mom with an occupant load of 300 or more without a le- Lion on the garage side and a self-closing,tightfitting solid-wood door gitimate stage, including such buildings used for educational 13/8 inches(35 rum)in thickness,or a self-closing,tightfitting door purposes and not classed as Group B or E Occupancies. having a fire-protection rating of not less than 20 minutes when tested in accordance with Part II of UBC Standard 7-2,which is a part of this Division 3.A building or portion of a building having an as- code,is pernutted in lieu of a one-hour fire assembly.Fire dampers sembly room with an occupant load of less than 300 without a le- need not be installed in air ducts passing through the wall,floor or ceil- gitimate stage, including such buildings used for educational ing separating a Group R,Division 3 Occupancy from a Group U Oc- purposes and not classed as Group B or E Occupancies. cupancy, provided such ducts within the Group U Occupancy am constructed of steel having a thickness not less than 0.019 inch(0.48 Division 4. Stadiums, reviewing stands and amusement park mm)(No.26 galvanized sheet gage)and have no openings into the structures not included within other Group A Occupancies. Spe- Group U Occupancy. cific and general requirements for grandstands,bleachers and re- 4. Group H,Division 2 and Group H,Division 3 Occupancies need viewing stands are to be found in Chapter 10. not be separated from Group H,Division 7 Occupancies when such oc- cupancies also comply with the requirements for a Group H,Division 303.1.2 Occupancy separations. For occupancy separations, j 7 Occupancy. see Table 3-B. 302.5 Heating Equipmen?Room Occupancy Separation03.1.3 Amusement buildings. Amusement buildings shall Groups A;B;E;F;I;M;R,Division 1;and S Occupancies,rooms onform with the requirements of this code for their occupancy containing a boiler,central heating plant or hot-water supply boil- classification in addition to the provisions set forth in Sections 408,904.2.3 and 1007.2.7. er shall be separated from the rest of the building by not less than a One-hour occupancy separation. EXCEPTION:Amusement buildings or portions thereof that are without walls or a roof and constructed to prevent the accumulation of • EXCEPTIONS: 1. In Groups A,B,E,F,M and S Occupancies, boilers,central heating plants or hot-water supply boilers whew the smoke in assembly areas. largest piece of fuel equipment does not exceed 400,000 Btu per how 303.2 Construction,Height and Allowable Area. (117.2 kW)input. 2. In Group R303.2.1 General. Unless otherwise specified in this section, ,Division 1 Occupancies,a separation need not be provided for such rooms with equipment serving only one dwelling buildings or portions of buildings classed in Group A Occupancy, unit. because of the use or character of the occupancy,shall be limited In Group E Occupancies, when the opening for a heater or to the types of construction set forth in Table 5-B,and shall not equipment mom is protected by a pair of fire doors,the inactive exceed in area or height the limits specified in Sections 504,505 leaf shall be normally secured in the closed position and shall be and 506. openable only by the use of a tool.An astragal shall be provided 303.2.2 Special provisions. and the active leaf shall be self-closing. The roof-framing system for the roof-ceiling assembly in j In Group H Occupancies, moms containing a boiler, central one-story portions of buildings of Type II One-hour, Type III heating plant or hot-water supply boiler shall be separated from One-hour or Type V One-hour construction may be of unpro- the rest of the building by not less than a two-hour occupancy sep- -cted construction when such roof-framing system is open to the aration.In Divisions 1 and 2,there shall be no openings in such ssembly area and does not contain concealed spaces. occupancy separation except for necessary ducts and piping. Stages and platforms shall be constructed in accordance with For opening in exterior walls of equipment rooms in Group A,E the provisions of Section 405. or I Occupancies, see Sections 303.8,305.8 and 308.8. The slope of the main floor of an assembly mom shall not ex- 12.6 Water ose ' , -• . : +on. • room in w 'ch a wa- ceed the slopes permitted in Section 1003.3.4. ter closet is located shall be separated from food preparation or Group A assembly rooms having an aggregate occupant load of storage rooms by a tightfitting door. 1,000 or more shall not be located in a basement, except base- ments in buildings of Type I or Type II-ER. construction. SECTION 303—REQUIREMENTS FOR GROUP A Gymnasiums and similar occupancies may have floor surfaces OCCUPANCIES constructed of wood or unprotected steel or iron. 303.1 General. In gymnasiums having an area not greater than 3,200 square feet (297 m2), 1-inch (25 mm) nominal thickness tight tongue- 303.1.1 Group A Occupancies defined. Group A Occupancies and-grooved boards or 3/4-inch(19 mm)plywood wall covering include the use of a building or structure,or a portion thereof,for may be used on the inner side in lieu of fire-resistive plaster. 1-14 04/12/2001 15:24 2E04295659. COMMERCIAL PLIJMBI PAGE 02 Two Station Wall Nosed No No Lead sarrler.Pr+aq does Water Cooler Model EB+ATL8Ca ESPATLDDC elekAiAlVer SPECIFICATIONS anew Se*cdntal ed. wail hung sloei%refrigerated war cooler. Chilling • �at� Eel WHOM warn',basal upon t40°F inlet woe and etc Wei le/AT78Choea email bar it the front cf etch urit .,��'''^,�' Model ETWATUDDC rwn-nMg«'oad.same rie above Saul cooling � -'`�'* RITilli. ''� This model tub prieb*headed Wsa ttodurearwah`Iloamudl push yamwibar eGN'9gdM1 a pear bar has c taeaaed Mien.hem 20 t•vein with .",.r•"'�� ii!! wet a Davy provide a UN patneant ito o to 1S P$.1, wean pteallAa- WOW eta UN landtd to moat ail p WO coder. Moludas pi�rba�OWbodatti KAtYiidB apron).cove'OHM ` _.. i aovrlaelemast mawdy Tha modal enderconektsofett Ewerins W*A regdasa vtster aid elepMoal niggly(Eecltoal supper Is rot recuaredan model.)T IS WA TER COOLgR COMPLSS WINT E OFAAA(AMERICANS WITH DN ARW17�WHEN PROPERLY yriaaataa IN9TALL110.UNIT IS COMPLIANT IF IN AN ALCOVE AND N ALSO COMPLIANT Wield MOUNTED ON AN EXPOSED Conant 9tdrxed adjustable itlatnosklt te faddy tea WALL W A WING WALL a woman ON LEFT SUM ORS net sea no cant Erct oat thmt for attitudemQuear>mis.Ea:e- LKAPRNIi APRON IS IN01'Al1.ED UNDER UPPER UNR rs N O LEAD D{SION TTRA WATER COOLER GONPtIsB WITH THE LEAD-FREE CANISTRUSPRON 1 DERNITION M THE SAVE DRMIGNO WATER ACT OF 1006 AND "raffle Gelvani:ed structural steal chassis supports fountain lap and I',, LEAD CONTAMINETION CONTROL ACT OP ISEL air working madeinlama.No operating parts ace connected to cost Preset Esmy Ylteter CaOtere aterrlantdaakerad will awatnweryayaBam uitelg PIANOS'Tapp One p�iapsa stabiles sleai top, gnashed b a ualforrt t oe rm teed b andeaZl ad-ctely Make eemitate* Thaws water` E1k� aura'Ma , Ballo ha lrmgref rash gnd ernbeased brasYeasnbteebegsstWats a durrinptarvacs Guth ldkie*ded sundepea. Nola,have been p rnatd,Aldmta we with n Mily eMxaele Sranly, Fe Wed adder te p temii A a ocewen an etry d water admen tEdSs ae is le poNeds Safety v toypniv Im ottelont elan o Is pro f allow ctotis or and convenient termed of Yralar born Whims s paste pItmnppaaaccdtt,, at returns to prevent ap pointless. mo k Particulate a 14A mittens lamer pia to lily achy Into eta water 9s on• r. Anti-sw Me*LILLlL regdrernetde end all sweaty , COOS ��alt Odor SsSol am Sa Unless° rwUN spooled cabinet Is Cray Edge 601Df Ms vita cosierb oasslfled by Undue/hers Lsp s onewi viryl.OthertabbModors we availed*atno extra cm&Cob Wade e I`V.13'1 S.In accordance Met ANSUT bt,Sadler 110150b. Granite, Sancta d, end Natural Mtiond. Path bar Is textured. Stainless Steel and Drantetate units ave l*le at aim mat. Meneatone Cimino Nato:Se nos to dean hronre Mid+surfaces GAMMAS GIAITT with only a mid asisiOent or vinegar and wain:Ponce wall with cleat ' tat padAookeer - wafer ant tips dry with a soft wet kw misuseorabranm can mien- ;Sign as ask twilY damage Me bro ze sddt ep�: Are K tWel Ind Ni IN WANE C*friet design agora tar ilah to wail mounting.No Naeoma aemat Roe . Ta' sr VW NW Sue Amp Moo to Mace N required. isms to ea ad aA - r2- aaa., 3.T 701 117 S YEAR LRAM WARRNrIY Antis refiypnntiur system of Ora unit. '•gees on sot Net Water Temperate. Eighicet mmpOnents and wafer system are mewled fa 12 mamba 7 Gass Her nts6Wneaamx Hawks to renew luau teen dale of hiet aewn.Sample Oereficate available on mastte en Mew Ma on vapor unit Ms dem lUer� Simi_Preestaa-Type Mbar Codas we designed to ppsede on 20 poi RBtab Wata andwat are towed on APNO N lnati)1kre,In ax a to IN,tv,pin W O Ptasure,ti inlet manure is above-Me psi.a WihARI stand's 1010 condNos,swift vocations wig datamara dented rcgulatm NM must be Welled In the supply Pole.My damage its actual watts consumed per how,Watts consumed Will be Ossetian caused by Man of emraraet*g tie product to Ilya proxaee e awnberof people sawed per tour(Mime),ambient tempe atere%and towa4ao 20 psi arhgtrerlhan WO Psi a not coveted We warranty hid water ampaatwe Hole:in keep5rp wan ow policy of confinuag goof improvement, ODOLNWEXOTIM Elroy/seavaaa the right to change matins,design and sp fieatwne witMolar pompremm:Hgm y NNW looipocaetg 115VAO, Ray leobiO aMiz saga one.seated a Wenn,oh Hine&PIPPO eleoblo Let E rleei Cooled Wale. ., age as sand by Uwith i. cord and thise prang rreldsd rubber pap. Ltanned M endapposed by knC.own aged In ate pk a high des- Fes,copper lulu With Nonfarm lea.Fan motor te 6tMnd9ed 10/�D'�4td meet ell knpwm iedaal sad sa�l/���aapl��ar_reliq codes. OOP o Ihdb Gdnbal%ilkn Subs-ealk two.swat MIN s insulated te d t tillS ERE (®' ,.ems �'/ OOP of 'tank b saalesa sDast FWM teaattead with t� `i� foam wgtkliemeets Liiiftenlems La6oratarlea m inters nib He hey- extinguishing material. calibrated tube capillarycapillaryd ia*/boub lb`taa operation.arn°eLmb • cap Patent I4$t,er1 EIk,1y MiRMfdCltlTlll$Company tendert Coon Printed in U.SA. Oak amok,amok it,sorsa 0200o Wray Mig.Co. wswaurayean Mew OW00) 12-11Q Ili 04l12J200i 15:24 3604285659 COMMERCIAL PLUMBI G PAGE 03 ,I U Two Station Wean Moans I No Laid Baw ltw-Patio bass Wader Coati' IBC. lr�` Modal INS KATLBCT IMPATLIDDC ROUGH-IN DIMENSIONS xor Msa tee Nays 9APOR MIT Hal•aaTlaW Cantor TH&WATER COOLER MS BEEN DESIGNED AND BUILT TO PROVIDE W. If MS Otto WAlERSUPPLY WATETi TO THE USER WHICH MS NOT SEEN AL1 S EY MATERIALS IN 4WIEW wr pnu m attain MVP ro attainTHE COOLER WATERWAYS.TIE N.SO OCCUR NEW FROM THE BUILDING.THIS GROUNDING GROUNDING OF ELECTRICAL EOUW- MENT SUCH AS TELEPHONE,COMPUTERS.ETC. TC.TO WATER LINES 16 A GROUNDINGCOMMON PROCEDUIRE. THIS L �'�'•"a ~ a)i Few BUT MAY CAN CAUSE ELECTRICAL MEDEA*INTO A WATER COOLEFI CREATING ---- AN ELECTROLYSIS WIECH CREAMS A METALUC DIM SCREW IN THE METAL OF WATER TI OR CO NDITIO CAUSESON SCREWN BERVIOPITOP E AVOIDABLE BY INSTALLNG THE COOLER USING THE PROPER CIRECIIOM OW i MAMMALS AS SHOWN BELOW. NOTICE THIS WATER COOLER MUST GE CONNECTED TO THE WATER SUPPLY , USING A DIELECTRIC COUPLING.THE COOLER TB FURNISHED WITH A NON-METALLIC STRAINER WHICH MEETS THIS REQUREMENf. THE 1 OPERA117NOF WICK CONNECT FWRNL#B DRAIN TRAP WHICH IS PROVIDED BY THE INSTALLER SHOULD ALSO BE PLASTIC TO COMPLETSY ISOIATE THE COOLER FROM THE BUILDING e mxrwlxx nyKiemn - MIlw .sY PLUMBING SYSTEM. w KAIPe'Cm M neck . txs LIME ,M H ...,_._TM„1st 4. noir tereitlie IYE.nf lama. — uiC enl uw`ss a1a°Micw �` ate+ro I �,. Law ato w� ..d_ I r xn awn) x. iaxN h — mimfi j 1 1 L. i i -_' /Wool law" IIt- IMMM ( A' wal 'rjr� ' WWI' `iMW' (MIN at ppyy • IW (g1px1 mml *die pp��� iiieUa, iniiage ncN¢mMN1 r g IMviwwW, McCfl O !(0.0*1 fail° AZ �pppyy�J 1YHmN ^, I ��WCRAM r Fla"4,13Op PM WTFPGMW4L T E ` I .i NOMAaxvIce WNW RCP MOM M tutted NSFam*Nate% NOW INSURE PROPER VENULAPOIS EY NAITTTAINING W OUCH CLEARANCE PROM CARNET LaNEI TD WALL ON OP Elkay Manufacturing Company 2222 B WOOD ateyM.CO. 12-ISO SEW OM% 05/03/2301 13:14 3604285659 COMMERCIAL PLUMBING PAGE 02 )RATINGS ; @44 �eM . DOE , : 111!"' liltLAiH WaterBoner AAA 002 Heatin§ N�etpI-B-RInput DOE Boller fleVa'` Numbers BTWIt. 8O t tingeETU/HosWater 8ea0anel * Water EfRCiellcy IAFUE) Vent D'Wt Content(Gale.) GO 1 ,D - GY-0 70,300 61.000 63,000 07,5 3` 3.3 1 J4. L GVA 105,000 - 02,000 80,000 874 3" 3.2 r ''°o L-1 C.l V 0V-5 140,000 122,009 10E1.000 87.2 5- 5.1 01543 175,600 153,000 133,600 87.0 3' 0.0 SAdd Nut MTpl pgovege"for OV Me FiBTaI alum{shipped In separate carton). 7 Wised Or awned tea pleaeduree ornabed by le Untried Stetn tHeart tent of Fnergy. Nat I.6-P Mange are bind on zatt InslaNw radiation of euaciord quantity for the rayterecra or to buadeo aria nosing need be added for rr iti eJ r5 end10nti end Pledp.Prra am WIWcI oil a pibha and pickup aloavenbe at tic,An oolong a1 wenee aYeuld be made far la cede '"0V boNer natal be vented drecay°Saba. NOTES ADA eaten ewelad br Inptealbn an oombusaM.florin.Toted ler SO PSI werelny pnwne.DV eubnalkally oa'ncemostcc DIMENSIONS tor arnude rotating rather loot wbll0we 2000 ft-83%;MOO ft..90%;4000 It.-e7%;era 3%at ram*Mona lad e.For Ddhwsaeed at algae above 5500 it,a high Bade lea mud be handed. 1tyy�NNFFrf 77pp • MANUAL WIN OfPINSI0NANK 1°NR MOWN Gans say VALVE(BY OTNER8) — 17% LIMON(eV Omen, Jaox lays r-- Ire --y MINIMUM CLEARANCE FOR CLOSET INSTALLATION a-Nt•rawer +, — i1:73 1 bovawimEsx waveolT J 1 Ty `,uPolawtpve trn ,•E°" i1 ih; '!ten ; _ rnsit BOI i. LER I EA ' ` AOrf wNc Y MNRSUPPLY raw "° `,.L �/r_., Afr i ..rase_ r r eve noon . r vu vexr - NEW SIDE ELEVATION one f7se —_— )1'CONDENEAfEMAW ism I— L.—_ Dev LEa SIDEWALL TERMINATION KIT LEFT SIDE r MA AG WAKE MONT - , Crate Dimensions tax. ° Water baler Length des Natural (outside(outelde measurements-h.) Sh�Wpin9 1 NUmber 1., _ WM' Length Width Height' Wt.-Lbs, ly �, _ - r' -. GYr7 27W %' 32 22 37 270 � GV-4 5 W 32 _ 22 37 .:..r GY°5 34W 4W - W 32 22 44 356 CV-6 371t" 1t" 32 22 44 .1 410 TOP VIEW *Gee pipFlg from meter to boiler to be rind sorolding to kcal utility requirements. THROUGH WALL e*Boller shipped on tack in protective crate. Vent Car le 7%x 10% RS.I. STANDARD EQUIPMENT 30oile ASMERdtel Valve(lebveler sections tested for 50 P.S.I,working Pressure{ Water Temperature Llmh Switch 1 Factory Water•-lested Section Book Temperature Limit Switch Insulated Wee Jacket Combination Pressure-Temperature Gauge , Cast Iron Sections Drain Valve Steel Base *CirouItOr supplied with boiler cannot be removed and cannot be used GCM GOLD Control Module'with Indicator Lights as a tone circulator In multiple zone systems. Slower Assembly with obeetvation Port **Includes inside and oftAlde Plata Vent cap and hardware. Gas/Air Manifold Assembly Qas//Air Orifice Plate for Natural On useparagplate furnished for cønvenlon to propane) ADDITIONAL EQUIPMENT Stainless Stud Sumer Cone and Ring Assembly Negative Regulation Gas Valve Hot Surface ignition System Well-McLain 5-Year Homeowner Protection Plan At Reassure Switch • Well-MCLein Indirect-Fired Water Heaters Circulator-1'At Sizes* Expansion Tank Package(expansion tank,Eland check valve, 1 Nixing Yeive automatic air vent and Mines)#109-Slues 3 through 5; I Vent El with Condensate Drain and Trap 0110-size 6.Shipped In separate carton Sidewall Vert Termination tart** Through-the-Roof Termination Kh-Includes 5'X 5"X 3r'tee.tr cap,flue 40 VA ltenefonner support,spacer damps,debris*Crean end hardware,5"Type B vend pipe Electrical Junction Box end Mingo must be furnished by insteikr. Bulh-In Air*operator High Attitude Klt In the Interest of continual Improvement hn Produce'and pedoenance,Well-McLain reserves the right to change specification,without notice. Y) I • LtaIr ikLAIN 500 Blaine Street 1 1 A United Dominion Company Michigan City,IN 46350.2388 form No-O-700N10i10a7) 015117 WSiI.MnLein claw In USA. 05/133/2001 13:14 3604285659 COMMERCIAL PLUMBING PAGE 03 TYPE H HYDRONIC DATING BOILS I MODEL CJ INDOOR d OUTDOOR MBTUH INPUT 29-1/2-�• A s. K A/2 i-III I � L-11 „4 a 2 IND00R OUTDOOR 2-3/4 _ l Ilit B 1 4 i 44-1/8k ,—® _{I i281/4 14-1/217::::it-- Cp�g� ��,E ! 4 6 3-3/4 FL00R SHIELD 2�-p1-�/Ip4pp� 11-1/8 S ON IWDOOR rb.ra2st1 MBTUH MBTUH Dimensions(inches) Indoor Outdoor Flue Model - . Width Dia. Shipping Wt. No. Input Output Input Output A K L Lbs.(Approx) tt-- - 6-J-* H-514 511.5_ 419.4 511.E 419.4 32-3/4 10 25-3/8 475 _---mr- H-624 627.0 514.0 627.0 514.0 37-1/2 12 29-1/2 485 H-724 r 726.0 595.0 726.0 595.0 41-5/8 12 34-1/4 635 H-824 825.0 676.5 ` 825.0 676.5 J 45-3/4 14 38-1/2 645 NOTES: Ratings shown are for elevations up to 2000 feet Elevations over 2000 feet ratings should be reduced at the rate of 4%for each 1000 feet above sea level. BOILER RATE OF FLOW AND PRESSURE DROP MODEL 10°AT 20°AT 30°AT 40°AT NO. GPM •AP FT, GPM 6P FT. GPM 6P FT. GPM AP FT. H-514 84 7.8 42 1.9 N/A N/A WA N/A 14 624 N/A N/A 51 3.0 34 _ 1A N/A N/A H-724 N/A N/A 60 4.4 40 2.0 N/A N/A H-824 N/A N/A 68 6.0 45 2.6 34 1.5 Maximum acceptable flow through heat exchanger tubes is 90 gpm. N/A•Not Applicable Note:Above values represent maximum flows and pressure drops for closed heating systems. t Aeypak,Inc.,31111 Agoura Road,Westlake Village,CA 91361-4699(8113)889-1500 Fax(818)889-4522 1 Litho In U.S.A. en CCf 1 1 �wyw cove- 5 , 47L111_,., eter— Abe 4)e`r ��+ram wv"— 2A ^C�r �'4`� cbe:kK"r 6twnn- 9 4,0 f 6 5 4 Is � 'Cti-:s;, ,tc r e ' ..il 6 x a,- .. r 4 fi3•o 69filmikia ki '3 d �1 � fa„ `.>..t 61 ' 31f04, of earn _ s'ib`� _ ° - 01162 __— vb _ - Pt DEC-07-2000 13:09 FAN ILIAN HVRC 206 575 7887 f'.02i07 1 - (Th.) Detailed Design Summary WIRSBO Radiant Panel Heating ,System I ProJect#: 1;!0400a Data: '2/4/00 Prepared By Familian NW Phone#: (800)233-2380 4318 Pacific Hwy Fax#: Bellingham,Washington 98226 By: Larry Ackelson Project Information Name: Perkes Boat Facility Owner. Location: Engineer. a Closing Date: Z. Project Summary Total Area: 21,000 ft2 Number of Floor Loops: 21 Minimum Tubing Required: 11,415 ft Number of Ceiling Loops: 0 Min. Heat Load: 430,210 Btulhr Total Number of Loops: 21 Fluid Type: 100%Water Number of Zones: 2 Total Flowrate: 43.02 usgpm Number of Manifold Locations 2 Maximum Head Loss: 36.08 ft.Water Total Number of Manifolds: 3 I Fluid Temperature Drop: 20°F 20°F for all Quik Trak Detailed Design Summary ' Manifold Location #: 1 -A Zone Control Type: Total Flowrate: 39.16 asp 1 Water Temperature: 101.1 °F Maximum Head Loss: 28.66 ft;Vs er i Room Name/ Panel Zone Tube Type Loop Area Unittube Ldr Loop Flow Head Valve Panel-Thud Water Altechmom Method Type $ $ Heat Space tan Len Lose 1/2 Cover T snip Temp _ fN Inches ft ft usgpm ft.H20 Turns Rv °F °F Warehouse-60F IC Floor t 5/6"hePEX 1 _ i,b28 20.1 21 4 321 108_ 2574D 4.Ob Giro )a.5 ion Warehouse-GOP IC Floor 1 518"hePEX 2 1,026 20.1 24 4 521 2.06 25.40 4.00 0.00 39.5 101.1 Warehouse-60F /C Floor 1 5/8"hePEX 3 1,026 20.1 24 4 521 2.08 25.40 4.00 _0.00_- 39,5 101.1 Wa rehouse BOF IC Floor 1 5le"hePEX 4 1,026 20.1 _ 24 4 521 2.Ofi_ 25.40 4.00 0.00 59.5 101.1 Warehouse-60F IC Floor 1 5/8"hePFX 5 1,026 20.1 24 4 .521 ace 25,40 4.00 0.00 59.5 101.1 Warehouse-60F /C Floor 1 5/B"hePEX 6_- 1426- 20.1 24 4 521 2.06 25.40 4.00 _0.00 69.5 101.1 Warehouse-60F /C Floor 1 5/8"hePEX 9 i 6 201 24 4 -521 2.06 , 25.40=4.00„_0.00 _69 101.1 Warehouse-60F /C Floor_ 1 5/8'he13EX 7 _1026 20.1 Warehouse_60F /C Floor 1 518"hePEX 8 1 026 20.1 24 4 521 2.06 25.40 4:00 0.00 89.5 io1.1 Warehouse-80F /C Floor 1 518hePEX 9 1,026 _20 _ 24 4 521 -2.08 26.40 4.00 0.00 69.5 101;1 I r .1 24 4 521 2.06 25.40 4.od 0.02 69.5 tall Manifold Location#: 1 - B 1 'Hoorn Name r Panel Zone Tuba Type Loop Area unit Tube Ldr Loop Flow Head Valve Pans- 1 "a r Attachment Method Type S S Heat Space Lan Len Loss 1/2 Cover "amp Temp ft' Inches ft ft usgpm ft.H2O Turns Rv °F 'F Warehouse_60F /C Floor 1 We"SPEC 1 1,026 20.1 24 4 321 2:66 25.40 4.00 0.0C- -_- r . Warehouse-6oF /C AS 1 -' 518"hePFX 2 1,026 20.1 24 4 521 2.06 25,40 .O1C _4 DA( 69.5 101:1 Warepouiie_BOF IC Floor 1 51i3_'hePEX 3 1,026 20.E 24 4 521 2.06 25.40 4.00 0_06 69.5 101,1 ,_�_ 1Nerehouse-60F 1C Fluor 1 518"hePD( 4 _ 1-�026 20.1 24 - A 521 _2.tl8 25.40 4-00 0.0088.5 101.1 W ice-.Warehouse-60F /Cr -1 516 EX 1 5 ,026 20.1 _ 24 _ 4_ 521 2.06 25.40 4.cr 0.0(i_ 69,5 _101.1 Warehouse_60F IC Floor 1 5/8"haPEX 6 1,026 20_1 -24 4 521 _ 2.06 25.40 _4.00 0_00_, 69.5 101_1 I. �Xagend:Aeaohlnent Method:C=Concrete, 5 81ngle Plates, D=Double Plates. QA=Ouk Trak above SF,Oa=Oulk Trak below SF, WG°Susp.Wood*Gypsum 0verps WC=Soap.Wood•Concrete Overpour,5G=Suep.Stab*Gypsum Overpour,SC=Suap.Slab t Concrete Overpour,J=Jolst Healing v urea: W7mbonit la a ExpressRadiant v .vue° Page 1 I DEC-07-2000 13:10 FRMILIRN HURL l % 206 575 7887 P.03/07 Detailed Design Summary WIRSBO Radiant Panel Heating S,stem Project#; 1,t0400b Data: 1214/00 .111 Prepared By Famillan NW Phone#: (800)233-2380 4318 Pacific Hwy Fax*: Bellingham, Washington 98226 By: Larry Ackelson Project Information Name: Perkes boat facility office only Owner Location: Engineer. Closing Date: Project Summary Total Area: 1,892 ft/ Number of Floor Loops: 8 Minimum Tubing Required: 1,713 ft Number of Ceiling Loops: 0 Min. Heat Load: 30,461 Bturhr Total Number of Loops: 8 Fluid Type: 100%Water Number of Zones: 1 Total Flowrate: 6.09 usgpm Number of Manifold Locations 1 Maximum Head Loss: 11.95 ft. Water Total Number of Manifolds: 1 Fluid Temperature Drop: 10 °F 20°F for all Quik Trak - Metalled Design Summary Manifold Location #: 1 -A Zone Control Type; Telestat II Total Fiowrate: 6.09 usapl n Water Temperature: 138.9°F Maximum Head Loss: 11.95 ft t Na ter Worn Name/ Panel Zone Tube Type Coop Area Unit -LmpJ Row Head Yelvo Panaf"-' u "a i.r AI chmantMethod type S a Heat Space Len Len Loss 112 Cover 11mp Temp ft: Inches ft ft usgpm 1t,H2O Turtle Rv °F •F _ Conference IC Floor 1 112"hePEX 1 a 108 24.8 12 10 128 0.54 1.49 1.45 2.00 OEMDominic. /d Floor 1 1/2"hePEX- - 2 81 28.5 - 12 40 161 . 0.46 1.43 1.83 2.00 - •.• .y Dragigl/Hallway /C Floor I 1/2"hePEX 3 - 191 18.8 12 10 212 014 3.441. 2.41 2.00` _.•_ Drafting!I Ha8rva4 TtY Floor 1 1/2"hePEX 4 192 16.8 12 ' '10 212 0.65 ' 3.47 . 2,41 2.00 76.5 109.0 11a alwhee/mer iO Floor 1 112"hePEX 5 392 12.7 24 10 216 0.99 7.68 2.45 0.00`_ Hall/Toot1whsehner /C Fleet 1 112"hePEX 6 392 - 12.7 24 10 ,_216 0.99 7.68 2,45 _ 0.00 75.6 91.4 HalVPoollwhseftner IC Floor 1 12"hePEX 739212.7 M 24 I 10- 216_ 0.99 7.68 2.45 '0,00 75.8 91.4 Aecopho I;n Floor 1 1/2"hePEX 8 126 32.8 ' 6 L 50 352 0.883 8.95 4.00 2.00 T: ,• Aral Notes: This is where you can enter a comment for the'Detailed Design Report if you so desire! ( ) _..' Legend:AttachmentMethod:0-Concrete, S=SIngle Plates, Double Plates, QA=Oulk Trak above SF,Qe=Oulk Trek below SF, WG=Suep.Wood+Gyp sun Ove WC=Soap.Wood+Concrete Overpour,SG=Susp.Slab+Gypsum Overpour,SC=Susp.Slab 4-Concrete Overpour„J=Joiat Heating Unlit Unit Heel=etwnrnt' Created thine Wiest*Radiant Express W worn Page 1 - v�'" DEC-07-2000 13:09 FRMILIAN HUAC 206 575 7887 f'.02i07 l 1 .) Detailed Design Summary n WIRSBO Radiant Panel Heating ,System Project#: 1,do400a Date: 'I/4/00 Prepared By Familian NW Phone#: (800)233-2380 4318 Pacific Hwy Fax#: Bellingham, Washington 98226 By: Larry Ackelson Project Information Name: Perkes Boat Facility Owner. 1 W Location: Engineer: u Closing Date: Z Project Summary Total Area: 21,000 ft* Number of Floor Loops: 21 Minimum Tubing Required: 11,415 ft Number of Ceiling Loops: 0 Min. Heat Load: 430,210 Btulhr Total Number of Loops: 21 Fluid Type: 100%Water Number of Zones: 2 Total Flowrate: 43.02 usgpm Number of Manifold Locations 2 Maximum Head Loss: 36.08 ft.Water Total Number of Manifolds: 3 Fluid Temperature Drop: 20"F 20 °F for all Quik Trak -Detailed Design Summary Manifold Location#: 1 -A Zone Control Type: Total Flowrefe: 39.18 usp n Water Temperature: 101.1 °F Maximum Head Loss: 28.68 ft 1 Ma sr boom Name I Panel Zone Tube Type '' Loop Area Unit Tube-Thdr -Loop Flow Head Valve Panel-1 hart Water Albohmant Method Type # # Haat Space tan Len Lose 1/2 Coven 'I imp amp fP Inches ft ft usgpm ftH2o Turns Itv . °F °F Warehouse-60F IC Floor 1 5/8"hePtX I -1,028 20.1 24 4 '- 521 r0,6 25.40 _4.00 0.0 )9.5 101_1 Warehouse-60E -/C to ro 1 _ 5l8"hePEX2 1,026 20.1 24 4 521 _2.06 25,40 4.00 0,00r39.5 101,1 Wirehouse-6t1F _/C Floor 1 5/3"hePEX 3 1,028 20.1 24 4._- 021 _ 2.08 25.40 4.00 0.00 39,5 101.� ' Warehouse-BOF lC.fir: 1 5/8°hePEX_4 1,026 20.1 24 4 521 2 1 25-40 4.00 0.00 39.5 101.1 i Warehouse-60F 'IC Floor 1 5/8"hePEX 5 1,026 20,1 24 4 521 2-06 25.40 4.00 0.00 59.5 101.1_ Waehouse-60F_ IC Floor 1 5/8°haPE%8 9,028 20.1 24 _ 4 521 2.06 25.40 4.00 0.00 89,5 101,1 - - - - VVatnh6tise_60, lC,.Floar_ 1 _ 5/8"haPEX 7 1,026 20.1 24 4 521 .2_ F:1 .25.40_ 4_00 _0A0 69.5 101.1 Warehouse_60F IC Floor 1 5/8'hePEX 8 _.1,028 20.1 24 4,._521 2.06 25.40 400 0.00 6995 101,1 Warehouse.50F /C Floor 1.,_ 5!8"hePEX 9 1,026 20.1 24 A 521 2.08 26.40 400 _0.00 695 101-1 Warehouse-60F IC Floor 1 5/8"hePEX 10 1,026 20.1 24 4 521 2.06 25.40 4,00 0.00_69.5 101.1_1 1 Manifold Location#: 1 - B "MI Name I Panel Zone Tube Type Loop Area Unit Tube Ldr Loop Flow Head -Valve Pens- u " r Attachment Method Type # # Heat apace Len Len Loss 1/2 Cover "amp Temp re Inches ft ft uegpsn f.H20 Tume Rv °F °F Warehouse /C Floor 1 b/8"ItePFX ? 1,025 -20.1. 24 4 3321 2:88 25=40 4.00 0.0X_- ;'. 1 . Wa rehouse-,60F /C Floor i„`_5l8 haPEX 2 1025 20;1_ 24 4 521 �2.06 25.40 4.00 0.0t 'fibs 'toil Warehouse Warehouse-SOP IC Floor,._ 1 5/8"nePFX,-, 3 i,028 20.1 24 4 52i 2.06 25.40 4,00 0,00 69.5 1011 Warehouse-60F /C Floor 1 5/8"hePDC _ 4 __1,026 20.1 _ 24 4 521 2.06. 25.40- Ao o '000 _ o 101J_ Warehouse-60F / CFlobr 1 5/8"h$PEX 5 1,028 20.1 24 A '521 2.08 25.40 4.00 _0AU 01 69.5 1 .1 Waehouse-BOF /C Floor 1 5/8"bePElt 6 1,026 20.1 ,-_?4 4 521 2.06 ,25.40 14.00 OOG fi9,5 t01,7 -' __ -legend:Attachment Method:C'Conraeta, S=SIngle Plates, D=Double Plates. QAsOulk Trek above SF,0B-Oulk Trak below SF, WG•Suap Wood+Gypsun Ovema WC Soap.Wood•Concrete Overpour,SG=Suep.she.Gypsum OVerpour,SC=Suap.Slab 4.Concrete Overpour,J=JoIsI Heating v untole#i unhHeat a Express Created l/shre Mao Radiant Express Page 1 DEC-07-2000 13:10 Fctin.. N HVAC 206 575 7887 I'.03/07 Detailed Design Summary ,.I WIRSBO Radiant Panel Heating Sistem Project#: 1,?0400b Date: 12/4/00 Prepared By Famifan NW Phone#: (800)233-2380 4318 Pacific Hwy Fax#; Bellingham,Washington 98226 By: Larry Ackelson _- i Project Information Name: Perkes boat facility office only Owner: Location: Engineer. Closing Date: Project Summary Total Area: 1.892 ft° Number of Floor Loops: 8 Minimum Tubing Required: 1,713 ft Number of Ceiling Loops: 0 Min. Heat Load: 30,461 Btuthr Total Number of Loops: 8 Fluid Type: 100%Water Number of Zones: 1 Total Flowrate: 6.09 usgpm Number of Manifold Locations 1 Maximum Head Loss: 11.95 ft.Water Total Number of Manifolds: 1 Fluid Temperature Drop: 10°F 20°F for all Quik Trak _Detailed Design Summary - Manifold Location #: 1 -A Zone Control Type: Tele$tat II Total Flowrata: 6.09 usapl n Water Temperature: 138.9°F Maximum Head Loss: 11.95 ft 1Na ler 'Room Name I Panel Zone Tube Type - Loop Area Unit fibs Ldr Loop Flow Head Valve Panel fl u " r Attachment Method Type a a Heat Space Len Len lees 1/2 Cover 1 mp Temp ft' Inches ft ft atom ft.H20 Turns Rv °F °F Conference /C Floor 1 1/2"hePEY 1 - 108 24.8 12 10 128 0.54 1.44 1.45 rocs ___ 11 Mice ce /C F oor 1 1/2"haPEX 81 28.5 12 40• 161 0.46 1.43 1:83 2.00 - r.• ISM Drafting/Hallway /C F oor 1 1/2"hePEl 3 191 _ fa ._12 10=212- 0.84 3.44' 2.41 2.00 =. :<.• Drafting/Hallway /C Floor 1 7r'hePEX 4 192 16.8 12 10 212 0.65 3.47 2.41 2.00 76.5 1109.0 -,.. ._ X - 10..,_216... _0.99 7.68 2.45° 0.00 - - Hall/i'odl/whse/mar !G` Floor 1 HHaR cot hh8/mei /C Floor 1 1/2"hSPE( 8 192 12 7 2fi 50 218 24 10 216 0.99 7.68 2-45 0.00_ 75.6 91.4 haPEx 5 392 4 32 52 10 218 0.99 9-66 2.45 0.00 75,5 91.4 0.83 8.95 4.00 2.00 ; .• Notes: This is where you can enter a comment for the'Detailed Design Report'if you so desire! i Leaend:Attachment Method:C=Conpata. S=Slnwla Plates, D=Double Plates, QA=Oulk Truk above SF,QB=OUIK Trek balm SF, WGSusp.Wood+Gyp sun Ov WC=Soap.Wood*Concrete Overpour,SG=-suap.Slab+Gypsum overpour,SC=suap,Rae+Concrete Overpaur,J-Joist Heating Units:Unit Heat=BtUlhr/re Created Using Wlra*e Radiant Express 111ww0 Page 1 n►��� POR BO & MANUFTACTURINGLAND CO., RFC. TO: QUANTUM CONSTRUCTION 3441 N.W. GUAM P.O. BOX 2866 • PORTLAND, OR 97208 PB INVOICE#; 57706 (503)227-5485/1-800.547-6758/FAX(503)227-4634 WEB SITE: http://www.poriland•bolt.com COST ORDER#:213715 DATE:4/5/2001 SHIP DATE: q/9/d/ CERTIFICATE OF CONFORMANCE We certify that items supplied on your above listed order,to the best of our knowledge, conform to the following specifications. PRODUCT : 1 X 2-1/2 ASTM A325-1 BOLTS NUTS : ASTM A194-2H WASHERS : I COATINGS : OTHER : By: Dan Herkoth Ce rcabon Department Quality Assurance . L-urteoua rastener co 4(�/us iz:"L5 PAGE 1/1 Right() CadlRcaton provided bXPFC.To:PORTLAND BOLT/MFG.CO Otoa$7634 ruCIMR LOT NO. Post Office Box 6100 MOMSaimaa,indlasia411186 FASTENER DWISION T 21W3314'.1ec0 DISTO R NO/RAff 267 PORTEOLS FASTENER'Co. Worst aROER a 3PTP06 TEST REPORT S(R1ALe F1117097 NSF PAT s COflh-4a26-Oa0 TEST REPRT ISSUE DATC 2/46/01 VA325-N\ DATE SHIPPED 2/09/01 CUSTOIOI P.O. a 101128011ALIP NAM[ OF LAS SWUM! AIC/WR0 A. MOMS. LAN TEOOItIAR .CFATITTED NKTIRIAL TM arron-. . w ... .... a . .. . NUCOR PART NO WANTITY Lot M0. DESCRIPTION �� •.w. 16231D 9750 134cZ80 1- W X 2 1/2 AS24 N Hx k s 1 MAMUPACTRE DATE 2/0S/01 STRUC SKEIN PLAIN —CIMEM12TRT W.TQUL GRADE -1f7tL MATERIAL MCAT ..OMMISTMY COROSITIOM (Nit HEAT ANALYSIS) WY !MATERIAL SUPPLIER MASER Mita C 14N P S ST CI MDR STEEL - NEBRASKA 1041t8674 au TCITS6 .37 .76 .012 .024 .24 .42 021A ND: Err' MEN .3a .6D .1% FOR CNEMICAL TESTING KAX .42 .040 .DSO .30 —tEDWIICA. PROPERTIES 111 ACCtltDAMCE WITS ASTI A325-97 SURFACE GORE PROOF LOAD TENSILE STR04CTM MADNESS HARDNESS N/A DER-WSDOE (AWN) (RC) (LES) STRESS (PSI) NIA 11.4 NIA N/A N/A N/A 51.0 N/A N/A N/A N/A 50.1 N/A N/A N/A AVERAGE VALUES flat TESTS PRODUCTIOA LOT SIZE DODO PC St.1 Too sMOtT 10 TEST ._vnuAL INSPECTION IN ACCORDANCE NSTM ASM A32S 31S ►CS. SAWL[O LOT PASSED HEAT TRIATIENT - OP STEaITIEOI. OIL 4UTENED I TENNERED CHIN eau arc F) —DIMEI6201LS PER ASPIC HIS.2.6-L916 buARACTERISTIG /SMILES TEST ) mama, HAIMM Width Aeron 8 1.8460 1.2500 trip LRngth B 0.6380 b.7060 Head Neigh! a 0.6120 0.6250 Throada a rAss PASS ALL TCC= ARE Ta *CLORDAaCE ULM TILE LAT REVISIONS OF THE NtErNwit. ntESTaTRED IN THE APPLICRSLI SAX AC ASTI SP[CITICATTO$S. THE SAMets% TISTID CURFEWS TO THE SPELITICATIO(S AS DESOSMIO/LISTED move LSO WERE MAWFACRREW FREE OF MOtCtRY WNTAI((HATION. THE STEEL WAS MELTED AND MAiDpC!LED IN THE U.S.A. AID T7pHEE TROCOCT INS ralVFACTiRED At TESTED IN THE U.S.A. WE CERTIIY THAT MIS DATA 15 A TRUE RVRNSENTATIOI Of INPODDUATTDM PRDTIOED NI TN MATERIAL SUPPLIER MID oUR TESTING LAeOtATaY. THIS CflTIPIED MATERIAL TEST alkORT RELATIt ONLY TO THE !TENS LISTED ON THIS 11OCL01EM7 AND"Le NOT BE REoR000CEo EXCEPT IN FULL. I W WR FASTIH@. `� A DIVISION Or WCOR riTIntliN1 F't 1 MECHANICAL FASTENER i CERTIFICATE NO. A2L.A 13P-01 ( l LEPIAATIDN GATE 12/11/01 OIAL2 MANCE ur[RTISac •J C raa• 1 of 1 - 887. _, Lc.AHEADS,&,THREADS„ _ PORTLOT BOLT 3992 U3/2ilUL etSU 13:52 k'AH 425` r ."_ _ SHIH HSANG YWA TESTING LABORATORY - 3 195 SNN-LO STREET,KANGSHAN 82001 FAX : (07)6222273. 11 KAOHSIUNG,TAIWAN R. O. C. TEL : (07)6212286 4-4 . __ EMA(L : shyindqo@ms5.hinet.net •864.0,� __ CERTIFICATE OF INSPECTION i NAME OF CUST : REYNOLDS FASTENERS, INC. ADDRESS OF CUST : 120 CLOVER PLACE RARITARCENTER EDISON, NEW JERSEY08837, U.S. COMMODITY : ANSI B18.2.2 ASTM A194 GR-2H HEX HEAVY S. C. W. NUT <MFG ID&2F 1'&PLN PACKING LIST NO : S00010067 POstDOP#35204—W ISSUE DATE :01/22/2000 MATERIAL TYPE : 1045A(K) LOT NO. : WA01-9C1401A60 SAMPLE SIZE : ACC. TO ASME B18. 18.2H-87 CERT. NO. : 00010607 MANU. DATE . : 12/25/1999 HEAT ND. : 1E795 MANUFACTURER : SHIH HSANG YWA COMP. SIZE : 1" —8 ADDRESS : SAME AS LAB LOT SIZE 18,000 PCS DIMENSIONAL INSPECTIONS SPECIFICATTON:ASHE/ANSI B18. 2. 2-87 INSPECTOR:R. C.JENN/QC SAMPLER :R.C. JENN/QC TEST DATEs01/10/2000 CHARACTERISTICS TEST METHOD yA y SPECIFIED yACTUAL RESULT ACC. RE./ •••;••t*:::*1tct* ..fµi4• ***•% Y i:.T'.�* t44; *4:i.Y.t* 44:*J.N4.rt ......Y.Yi W.�. *tt, :441*4.1•". -1.,-'1. ,e TT** .1Nr ACROSS FLATS T 40.01-41 . 27 mm 40.28-40.58 mm 32 `0 THREAD ASME B1.1-89 2B PASSED 32 0 HEIGHT 24. 28-25. 70 mm 24. 83-25. 21 mm 8 0 APPEARANCE ASTM F812-95 PASSED 100 0 MARK cP 2H PASSED 100 0 MECHANICAL PROPERTIES SPECIFICATION: ASTM A194-96 GR-2H INSPECTOR :RICHARD TU/QC SAMPLER :RICHARD TU/QC TEST DATE :01/10/2000 CHARACTERISTICS TEST METHOD SPECIFIED ACTUAL RESULT ACC. REJ. .n.'.J.*:,.:“PROOF . .-;a r.W.rr.�r�.. f. .e....wHY J.w rr.rrt* W.,....* .i*.F...** }.I, * -t St*L...w.LY RESULT .M1 el: t'kt... MIN HARDNESSIZATION} T� AST ASTM SAE JE1S-9756Tm ;hi 387500oTPSI T 28.0-32.00HRC �Y YT1Iii, ^0 T HARDNESS ASTM E18-94 24-38 HRC 28.0-32. 0 HRC 8 0 v: TEMPERING ASTM A194 MIN 455 C MIN 500 C 0 0 HARDNESS AFTER 24H AT 540CASTM A194MIN 89 ERE 99. 6-102. 1 HRH 5 0 INSPECTION RESULT:SAMPLES TESTED ONFORM TO ALL OF THE STANDARD LISTED ABOVE. LAB. CHIEF/CERT. SIGNER : C ` I' _(CHING—FA LING) I€t J PAGE: 1 OF 1 ::ACCREDITED BY BSMI ISO $002 19967CR5 1 682) 7H4Y025-01 :VALID TO APRIL 11 2002 & A2LA CERTIFICATE NO . :864.01 ' VALID TO APRIL 30,2000. 4:SHIH HSANG YWA Q. 0 DEP. OPERATES INDEPENDENTLY OF THE MANUFACTURING DEP. THE RESULTS RELATE ONLY TO THE ITEMS TESTED. :THIS REPORT MUST NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY . `TOTAL SAMPLE SIZE = ACC. * REJ. :NUTS HARDNESS: ONLY INSPECT THE 2 POINTS ON THE MIDDLE OF THE BEARING OF THE NUTS. (THE 2 POINTS MUST BE 180 DEGREE SEPARATEXY) QE20E s�+ -`4 -s 1 ?.7 E +3 �G�d � aav 03/21,01 WED 12:34 [TX/RX No 8441, 1 [ V ') ___ --'— • ,n„�-y' -s `� 0GtUtin9— 'CO., WIC. °: `m rc: & Man paRtLAN� OLI ore. q12oa ---. Q�U 8�X 28661Po1'tar1d,-.. Yll;�' h2F'.�I))ttf )') 4,t' P,O• y47-6758 Mn' l. --..- yt8818� � (�31 227lfand'1a°t1. ESiAaISHED 1912 w REt25 EAS{ENERS• CdUnCgillt`) 1IC5tl)N n,Otid){ OF ASV it;U9 oo ES)lC NIMtUFACN .)3 „ T 7)." 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Nh1 ACt1151 t GF cUuf`T'nr. .../ 11.5 °n A011k5 attl RiQJ111t11 i ILI 1,1`CC WL1N 8 int-'5) 1D �RUAt7"S 'tl\1N iNf- \ ;'L Vc„ IS CARRICD DUC RY'CU R£aF BC C R F StYkrity y -0113 1Cr5 pN.L 15 1N AC 0 R tN`N'aA jAFAt , 71A1D pC�.pVL W,1CRIAE SP 11 CN m \ E -A ro CrE _MA (MI 4 ( 4 34 • PEC7.TP1 2 :1:E1 =727 • • ::TY =772 901 EPA TEE :25€) 9.93-19Z 72"M:: 72MilEr 'EG-RECrYDIca MOSE CRZTTC! 7C 223 2C::1 127E S7 cfn'T TEES ir:TL RaCIIVED J., KEES 525:.00 ----------------- MTN_ TEITTED :HE sML:i • • TY:IXV. you FrJR r,n • LflIEF: E STATg i A JiC F�l.' ii v Via: :: T Wr is STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office •3190 160th Avenue SE• Bellevue, Washington 98008-5452 • (425) 649-7000 February 16, 2001 City of Anacortes Department of Planning P.O. Box 547 Amacortes, WA 98221 ATTN: Ian S. Munce Dear Mr. Munce: Thank you for the opportunity to comment on the determination of nonsignificance for Boat manufacturing and assembly facility with office area, 51,955 sq ft total, 22,500 sq ft manufacturing, 2,537 sq ft office space, and 3,750 sq. ft lean-to. We have reviewed the environmental checklist and have the following comments: Coverage is required under the Boatyard National Pollutant Discharge Elimination System Waste Discharge General Permit. Once again, thank you for giving us the opportunity to comment. If you have any questions, please call John Drabek with our Water Quality Program at (425) 649-7293. Sincerely, John Drabek, PE Water Quality Program JD:jd:gm:jc cc: John Drabek Headquarters SEPA File NWRO File SEPA#: 00-865 (DO,. iJ l � CERTIFICATE OF POSTING I, VR 7kC , certify that I posted at least one copy(ies) of the MDNS for the San Juan Composite Addition on the subject proppeerr- or in con!cuous public places within 300 feet thereof on the r' day of ter4Iiiii5 , 2001. Signatur Title Building Department Representative Additional notices were posted at the Municipal Building, Library, and Post Office on the cgth day of f..e.Lku-aivr( , 2001. it Signature CIS-WA' " h Jan • I Title La i Use Permit Manager AtiaCarte S Arnencan 1i P.O. Box 39, Anacortes, WA 98221 Affidavit of Publication In the Superior Court of the State of Washington In and For Skagit County The Matter Of A-3360 STATE OF WASHINGTON County of Skagit ss The undersigned, being first duly sworn on oath deposes that he/she is principal clerk of the Anacortes American, a F weekly newspaper. That said newspaper has been approved as a legal newspaper by the Superior Court of Skagit County and it is now and has been for more than six months prior of the publication hereinafter referred to, published in the Eng- lish language continually as a weekly newspaper in Skagit County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper. That the annexed is a true copy of an advertisement, with publication dates, as it was published in regular issues (and not in supplemental form) of said newspaper commencing with the issue of February 14 20 01 and ending with the issue of February 14 20 01 That such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the fee charged for the foregoing in the sum of $ 51.25 Cler [J' Subscribed and sworn to before me this 15th day of February 20 01 Notary Public and r the Slate of r:‘‘i — 4 t clerk's filing stamp �' c, q�B tt 1154 10l00 Mitigated Determina- tion of Nonsignifi- cance-City of Anacortes Description of Proposal: Boat Manufacturing and Assembly Facili- ty with office area; total area 51,955 square feet; manu- facturing space 22,500 square feet; office space 2,537 square feet;lean-to 3,750 square feet Proponent San Juan Composite Addition Location of Proosal, including street ad- dress.if any: 416 34th Street 54. Block 28, Anacortes Industrial Park, Ana- cortes, Skagit Coun- ty,Washington. Lead Agency City of Anacortes This lead agency for this proposal has de- termined that it does not have a probable significant adverse impact on the envi- ronment provided that the condition set-out below is sat- isfied. Accordingly. an environmental im- pact statement (EIS) is not required under RCW43.21 C.030(2)(c). This decision was made after review of a completed checkl- ist and other infor- mation on file with the lead agency. This information is avail- able to the public on request. 1. Stormwater design and construction shall be approved by the City Engineer. This MDNS is issued under 197-11-350(1); the lead agency will not act in this propo- sal for 15 days from the date below. Com- ments must be sub- mitted by: February 22,2001. Responsible official: IAN S. MUNCE, Direc- tor of Planning, P.O. Box 547, Anacortes, WA 98221 (360)299- 1942 Ian S.Munce 2/6/01 Publish: Anacortes American February 14 2001 A3360 co CERTIFICATE OF MAILING y W,:T�y ` k ..cog,. I, Kathy Janke, certify that I mailed, postage prepaid, copies of the foregoing document on February 8, 2001 to each of the following-named parties at the last known post office addresses, with the proper postage affixed to the respective envelopes: Kathy Jan V Documents: MDNS/Checklist/Drawing Department of Ecology SEPA/Environmental Review P.O. Box 47703 Olympia, WA 98504-7703 February 9, 2001 MDNS/Checklist Don Measamer— Building Department Alan Perkes 13540 Rosario Road Anacortes, WA 98221 G1T Y GeL tistiy, Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: • Boat Manufacturing and Assembly Facility with office area; total area 51,955 square feet; manufacturing space 22,500 square feet; office space 2,537 square feet; lean-to 3,750 square feet Proponent San Juan Composite Addition Location of Proposal, including street address, if any: 416 34' Street, Lot 54, Block 28, Anacortes Industrial Park, Anacortes, Skagit County, Washington. Lead Agency: N City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the condition set-out below is 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 checklist and other information on file with the lead agency. This information is available to the public on request. 1. Stormwater design and construction shall be as approved by the City Engineer. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: February 22, 2001. Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: ../-�— /� • Date: 2/670 i Publish: February 14, 2001 �9T•�T Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Boat Manufacturing and Assembly Facility with office area; total area 51,955 square feet; manufacturing space 22,500 square feet; office space 2,537 square feet; lean-to 3,750 square feet Proponent San Juan Composite Addition Location of Proposal, including street address, if any: 416 34th Street, Lot 54, Block 28, Anacortes Industrial Park, Anacortes, Skagit County, Washington. Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the condition set-out below is 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 checklist and other information on file with the lead agency. This information is available to the public on request. 1. Stormwater design and construction shall be as approved by the City Engineer. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: February 22. 2001. Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: —� // Date: 2/6/0 i Publish: February 14, 2001 rti IA14( \Iii,k)cypor 6% - p Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Boat Manufacturing and Assembly Facility with office area; total area 51,955 square feet; manufacturing space 22,500 square feet; office space 2,537 square feet; lean-to 3,750 square feet Proponent San Juan Composite Addition Location of Proposal, including street address, if any: 416 34th Street, Lot 54, Block 28, Anacortes Industrial Park, Anacortes, Skagit County, Washington. Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the condition set-out below is 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 checklist and other information on file with the lead agency. This information is available to the public on request. 1. Stormwater design and construction shall be as approved by the City Engineer. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: February<22,.2001. Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: // •i Date: 21/4/0 i Publish: February 14, 2001 LOG-IN STAFF RESPONSE CtY ®e�9�'3�1 _fir ♦ ♦ 189i I� �♦ I.PIND USE San Juan Composite Addition - Environmental Checklist Ed Frank - Building Department - 293-1901 See attached memo Dan Harju - Fire Department - 293-1925 Tie east side drive into 20' gravel fire access lane as this east side drive is over 250 feet long and there is inadequate room to turn left at NE corner of building nor is there a vehicle turnaround Dave Lervik - Engineering - 293-1920 No comment received. Mike King - Public Safety No comment Gary Robinson - Park Department - 293-1918 No comment received. Gary Barnett - Engineering - 293-1920 #3a1 — Fidalgo Bay (note in SEPA). Stormwater per City ordinances. Select and size water quality treatment per DOE. All treatment to occur on-site. Storm Detention is waived, provided water quality design storm is in DOE compliance for south discharge. Provide downstream system info (level #1, kcswdm) for north discharge Lyle Davis Need update storm plan. Bob Hyde No comment. TESCP TEMPORARY EROSION CONTROL/SEDIMENTATION PLAN LPSWCP LARGE PARCEL STORMWATER CONTROL PLAN KCSWDM KING COUNTY SURFACE WATER DESIGN MANUAL A\ kA110:114- Memorandum To: Ed Frank From: Dan Harju, Assistant Chief Date: 01/24/01 Re: San Juan Composite Expansion I have reviewed the submitted request for variance and offer the following comments: 1. I have no objection to increase in height, now that a ladder truck is being delivered. Roof access should not be an issue. 2. Will the east drive way connect to the adjacent property to the west? 3. If so, how will the proponent guarantee the perpetual maintenance of this connection, should the property come under separate ownership? If the connection ceases, than there will be a need for fire apparatus turn around near the rear of the building. If not, a connection to the cul-de-sac to the northeast of the property is required for emergency apparatus access and egress. 4. An inside turning radius of at least 30 feet will be require at all turns in apparatus drives. 5. An on-site hydrant, accessible to be property parcels will need to be provided. An access gate to the cul-de-sac to the northeast corner of the property needs to be provided via the 30'easement. 6. An alarm system and sprinkler system will most likely be required during the plan review process. 1 Ci Gt`S Y OA ir 1891 * s. !kI* I_• IAM*J4 rarrn USE January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Lervik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: NO comment O 1 recommend the following conditions: D \ 1 °Aft fo'. Ala„"n , to �j 1891 leOttit • A*1C itr matxl vsE January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Larvik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits - THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: NO comment O I recommend the following conditions: S'S Y O4N 11 93 1891 /11gni TM ifir ad ;, LAND USE • January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Lervik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits - - THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: O NO comment J I recommend the following conditions: r _ i > K �/ I pl�Y O.4s CO �4. 1891 Al fot ma Telt LAND USrE January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Lervik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits -THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: O NO comment I recommend the following conditions: /. et, I --- ri Lice —Fair (11 Pje- "TA't /5 E. •P A ✓ni freilme v S; w G� 5a ' e- 2 1 ,y� �1GGc1 . �� D4 wa 7 5 4//tri—De)-gjro-vl- e ring inLe✓el /1 MiGSuTAM� ;K rv'o✓7t/l lr' ♦ .l CAW ,1j -1891 my 9oog`� * • d ( ► LAND► USE • January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Lervik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: NO comment O I recommend the following conditions: (ito, c; 961111 to � 1891 tri fir uSE January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Larvik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. O Please have the applicant provide the following information: O NO comment I recommend the following conditions: Aart --64,,e,_ - \I'�a 'J •J Fe F✓�"�'�. ,1 '`/'V/JK/Yff� Gp 111111100 1691 kri ttlt JI ♦ /♦ I� T C January 23, 2001 San Juan Composite Addition Environmental Checklist TO Ed Frank, Gary Barnett, Bob Hyde, Gary Robinson, Dave Larvik, Dan Harju, Mike King, Lyle Davis FROM Land Use Permits THANK YOU FOR YOUR ATTENTION TO THIS. Please return to Planning by Monday, January 29, 2001. Please have the applicant provide the following information: NO comment I recommend the following conditions: I SEPA APPLICATION Page 1 PROJECT: 01/19/2001 APPLICANT: Fee Paid: Receipt No. A. BACKGROUND 1. Name of proposed project,if applicable: San Juan Composite Addition 2. Name of applicant i William W. Wooding 3. Address and phone number of applicant and contact person: 13540 Rosario Road Anacortes, WA 98221 Contact: Alan N. Perkes (360) 428-0255 4. Date checklist prepared: 01/19/01 5. Agency requesting checklist: City of Anacortes 6. Proposed project timing or schedule(including phasing,if applicable): As Soon As Possible 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes,explain. No 8. List any environmental information you know about that has been prepared,or will be reared,directly P related to this proposal. None Known 9. Do you know of pending applications for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. None Known 10. List any government approvals or permits that will be needed for your proposals,if known. City Of Anacortes Building Permit, Fill & Grade Permit, and SEPA Permit CD SEPA APPLICATION _ — Paget PROJECT: 01/19/2001 APPLICANT: 11. Give a complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist which ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is a Boat Manufacturing and Assembly facility with office area. The area being used is 51,955 sq. feet for the proposed project The manufacturing space is 22,500 sq. feet The office is 2,537 sq. feet The lean-to is 3,750 12. Location of the proposal. Please give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any. If a proposal would occur over a range of area, please provide the range or boundaries of the site(s). Please provide a legal description, site plan,vicinity map, and topographic map if possible. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. (Indicate if maps or plans have been submitted as part of a permit application). The project is located at 416th 34th Anacortes,WA 98221 P-78019 Lot 54 Block 28 Anacortes Industrial Park Just East of existing San Juan Composite at 502 34th B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(Indicate one): flat,rolling,hilly,steep,slopes,mountainous,other. b. What is the steepest slope on the site(approximate %slope)? 2% c. What general types of soils are found on the site(for example,clay,sand,gravel,peat,muck)? If you know the classification of agriculture soils,please specify and note any prime farmland. Gravel and Sand 0 SEPA APPLICATION - - Page 3 PROJECT: 01/19/2001 APPLICANT: d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,describe. None Known e. Describe the purposes, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Pit Run Gravel and Import fill 1,750 c.y.,Lake Erie Trucking Pit f. Could erosion occur as a result of clearing,construction,or use? If so,generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? About 65% Site is approximately 3.95 acres Existing building area is 1.33 acres Proposed building area is 1.20 acres h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Use of Erosion Control Plan 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automotive, odors, industrial wood smoke) during construction, and when the project is completed? If any, generally describe and give approximate quantities if known. Normal Emissions from Trucks and Equipment b. Are there any off-site sources of emissions or odor which may affect your proposal? If so, generally describe. None c. What are the proposed measures to reduce or control emissions or other impacts,if any: Be as efficient as possible and use good construction methods C 0 SEPA APPLICATION Page 4 PROJECT: 01/19/2001 APPLICANT: 3. Water a.Surface: 1) Is there any surface water on or in the immediate vicinity of the site (including year-round and seasonal streams,saltwater,lakes,ponds,associated wetlands)? If yes,describe type,provide names, and if known,state what stream or river it flows into. No 2) Will the project require any work over or adjacent to (within 200 feet) the described waters? If yes,please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Removed 4) Will surface water withdrawals or diversions be required by the proposal? Give general description,purpose,and approximate quantities if known. None Required 5) Does the proposal lie within a 100 year flood plain? Note location on the site plan,if any. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. No Waste Materials will be discharged b. Ground: 1) Will ground water be withdrawn or recharged? Give general description, purpose, and approximate quantities if known. None Withdrawn SEPA APPLICATION Page 5 PROJECT: 01/19/2001 APPLICANT: 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems,the number of houses to be served (if applicable),or the number of animals or humans the system(s)are expected to serve. Not Applicable c. Water Runoff(including storm water): 1) Describe the source of runoff and storm water method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, please describe Majority of developed site is roof water. Parking lot will flow as shown on site plan w/ Bio Filtration Swale as shown 2) Could waste materials enter ground or surface waters? If so,generally describe. No d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: Follow City and Regulatory Requirements 4. Vegetation a. Check or Indicate types of vegetation found on the site: deciduous tree: alder,maple,aspen,other evergreen tree: fir,cedar,pine,other shrubs grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Surface grass and weeds c. List threatened or endangered species known to be on or near the site. None Known SEPA APPLICATION Page 6 PROJECT: 01/19/2001 APPLICANT: d. List proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Landscaping areas as shown 5. Fish and Wildlife a. Indicate any birds and animals which have been observed on or known to be on or near the site: None Known birds: hawk,heron,eagle,songbirds,other: mammals: deer,bear,elk,beaver,other fish: bass,salmon,trout,shellfish,other b. List any threatened or endangered species known to be on near the site. None Known c. Is the site part of a migration route? If so,explain: No d. Proposed measures to preserve or enhance wildlife,if any: Landscaping 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating,manufacturing, etc. Electrical: Lighting and Equipment Gas: Heating SEPA APPLICATION Page 7 PROJECT: 01/19/2001 APPLICANT: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe No c. What kinds of energy conservation features are included in the plans of this proposal? Meet N. R. E. C. Requirements, Good Management Practices. d. What are the proposed measures to reduce or control energy impacts,if any? Use of Energy efficient equipment and lighting. 7. Environmental Health a. Are there any environmental health hazards, exposure to toxic chemicals, including risk of fire and explosion,spill,or hazardous waste,that occur as a result of this proposal? If so,describe. No b. Describe special emergency services that might be required. Fire Department, Medical Care—Normal Services c. What are the proposed measures to reduce or control environmental health hazards,if any: Have Safety Plan in Place 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently a vacant lot in an Industrial Zoned Area. Existing structures are Manufacturing and related Businesses. b. Has the site been used for agriculture purposes? If so,describe No I c. Describe any structures on the site Existing Manufacturing Building to the West. 1 CD SEPA APPLICATION / Page 8 PROJECT: 01/19/2001 APPLICANT: d. Will any structures be demolished? If so,what No e. What is the current zoning classification of the site? Industrial District I f. What is the current comprehensive plan designation of the site? Industrial District I g. If applicable,what is the current shoreline master program environment designation of the site? Not Applicable h. Has any part of the site been classified as an"environmentally sensitive" area? If so,specify. No i. What are proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Proposed project is an addition to existing building to the West. Same use as existing building and other buildings in area. j. Approximately how many people would reside or work in the completed project? Approximately 20 new employees. k. Approximately how many people would the completed project displace? None I. What are proposed measures to avoid or reduce displacement or other impacts,if any: None, We will be Hiring 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. No Housing units are associated with this project \ I 0 SEPA APPLICATION Page 9 PROJECT: 01/19/2001 APPLICANT: b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Ii None c. What are proposed measures to reduce or control housing impacts,if any: None, Be a good neighbor. 10. Noise a. What types of noise exist in the area which may affect your project (for example: traffic, equipment,operation,other)? No existing noise will affect this project b. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction,operation,other)? Indicate what hours would come from the site 1.) Short term: Supply Trucks and deliveries for normal construction noise 2.) Long term: Normal Employee Traffic c. What are the proposed measures to reduce or control noise impacts,if any: Most work will be done inside of building. Building walls and roof are insulated. 11. Aesthetics a. What is the tallest of any proposed structure(s), not including antennas; what is the principal exterior building material(s)proposed? 34" ® Eave 38' at the Ridge, Pre-engineered Steel Building W/Metal Siding. b. What views in the immediate vicinity would be altered or obstructed? Would not effect West view due to existing structure. Some Exposure to the North would be blocked C SEPA APPLICATION Page 10 PROJECT: 01/19/2001 APPLICANT: c. What are the proposed measures to reduce or control aesthetic impacts,if any? We will meet the Landscaping Requirements. 12. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Wallpacks will be installed on exterior of building to meet code requirements. Dusk till daylight. b. Could light or glare from the finished project be a safety hazard or interfere with views? No it c. What existing off-site sources of light or glare may affect your proposal? None Known d. What are the proposed measures to reduce or control light and glare impacts,if any: Meet Code Requirements for Safety. 13. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None in immediate area b. Would the proposed project displace any existing recreational uses? If so,describe. No c. What are the proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: This project would not reduce any recreational area. 14. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so,generally describe. None Known SEPA APPLICATION - �. Page 11 PROJECT: 01/19/2001 APPLICANT: b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on the site. None observed or Known c. What are the proposed measures to reduce or control impacts,if any: None 15. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Hwy 20, "R" and"T" Avenue to 34`h Street b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No, I/4 mile c. How many parking spaces would the completed project have? How many would the project eliminate? 20 new on site and additional on existing site to meet San Juan Composites needs. New Building and Existing building will be one Complex d. Will the proposal require any new roads or streets, or improvements to any existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). None Required I e. Will the project use or occur in the immediate vicinity of water,rail,or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 40 to 50 employee vehicle trips. Freight to site 2 to 4 times weekly. g. What are proposed measures to reduce or control transportation impacts,if any: Good egress and ingress will enhance site visability. Impacts should be minimal SEPA APPLICATION - -J Page 12 PROJECT: 01/19/2001 APPLICANT: 16. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection,health care,schools,other)? If so,generally describe. Normal Services would apply b. What are proposed measures to reduce or control direct impacts on public services,if any. Conduct a clean, safe working environment. 17. Utilities a. Indicate utilities currently available at the site: electricity, natural gas, water, refuse service, telephone,sanitary sewer,septic system,other: b. Describe the utilities which are proposed for the project,the utility providing the service,and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity/ Water/Refuse Service C. SIGNATURE The above answers are true to the best of my knowledge. I understand that the lead agency is relying on them to make its decisions. 1 Signature: 0.4111101/4":� Date Submitted: fiti 1 0 1 . __a__ • ' ,. . . . . . . , . , Rlin \11111 -Vi\CP-T W) . ),(Dcn - cRoaVE.I. . , . . • .• .e.^.: -_- I-- . , . . . , \ , ' ' , - . . , I -1.(c) • '.>--, . . Iic , ‘ --"tt%'%.%,,N.......\,sa„004Ce. 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' I • p-4 ' _ RIM ELEV.= 126 38 C B I . , .. • . , LL] INV. ELEV = 124 9E1' ' . 4'' .'4 ' ' ' 1'1'''' :. ':. : .I': '' L. '' j' ,..,,/' .,c/' ''.‘7.4:'<'. .-il 'R 1.'.)''''''. .'....a' .1':- .'.'.. ' ',' .' .''. Cirs) . _ • - 1.4_1 - , 5 0 9 <L 4 9 4 1 3 411 I I > r•d 5 . . c,...) • 1 , CID ' • .79 PROPOSED SITE IMPROVEMENTS 1 c , 1:- > o o . • v:ciut , ;:)^s4 . (2) . . , o • ;,.,-,4 E • . . • . . S111,11' NO. . . \II . 4 , ' . . ' , , , , , , . C .1 . , , I IDC, -‘,11, 1.8 • ' 4 '' I I REV.: - 0 AiPo 1 , , I I' , J011 NO: 125 1 , . • 4, if ' DATI . . • . v Jan. IL 2001 5?• ' GRAPHIC SCALE . . ' -0 27? P, ,& V‘4?), wOt . .„ ‘I. i's‘ ' . . , . . . 'cle-c„ (1,sy MI ii.,: l' =30' c; 30 • 0 15 30 . "S"S-,104/m. Cn'\- • . DRAWN: 1). 11E INIGSTAD 711 . . , . . , Ps ' . . ' . • , - " )r-T-ITEi.. (,./02/01 ' , ' C}IF,CE: D. IlftIOGS1 Al) 4,- , , . . , . , • • • k IN 14E1 ) , • ... . • . . . , , . , L, , . . I inch = 30 ft. . . , , , , . , , ' . . . . , . • . , . . . , . . . , , . , , . - „ . . . , , . - . . . . • , ' -, • ' . . ; . . , • ' _SHEET_1 _op_I RECORD OF FINDINGS AND DECISION OF BOARD OF ADJUSTMENT `�11 DATE: IwM�y tli act, f APPLICANT: ,91 LL �n•).9/A)6 ADDRESS: q 3 i sileer Description of application heard(variance, appeal, etc.) 1igiMJce r MA1/1MUni &w1zJiwd C-k)41-fT IN tNDlapuAt otirnui Min 3 i' rw 38' DATE APPLICATION FILED: C hif1ri-/ 10, 2-€70 l DATE OF HEARING: F nIg 6, 2oe 1 DECISION After review and hearing on the application in accordance with applicable provisions of the Zoning Ordinance the Board finds that: (fmdings) ?AMR Pao Oita A Writ?ftv,te && we ) i At014s 4 6d im1 In accordance with above findings the applicationIf'enied(circle one). In granting the application the Board prescribes the fo` . ' g conditions which must be met: si Secretary, and of Adjustment 7 2. Woodine Variance (416 34th Street) Mr. Perkes, contractor representing Mr. Wooding, reviewed this request for a variance in building height from 30 feet to 38 feet in the Industrial District Zone to construct a new boat manufacturing facility Mr. Perkes explained that the facility requires a 5-ton bridge crane that will necessitate the added height in the new building. This structure is an expansion project for San Juan Composites which currently occupies a similar but smaller building west of the proposed site. The height of the existing building is 33 feet; to lessen view obstruction by the new building, the applicant will excavate the proposed site, which is already on a downward slope, so that the height of the new building will be eighteen inches below that of the existing building.. City Staff comments addressed likely impacted view obstruction from neighboring houses. A memo from Mr. Munce recommended variance approval indicating that this type of building is appropriate in this industrial area. In discussion, the Board noted that the Zoning Ordinance provides a ten-foot relief in building height restriction by proper orientation and sizing of the buildings; however, this essentially addresses view impact for residences west of R Avenue. There is no similar provision for the residential area south of 34th Street. The latter neighborhood is already view-impacted by several large structures. A motion was made (Wilson/Curtis) and passed with all ayes to grant the variance as requested. The Board recognized the need for a vague compromise between the industrial growth of the City and the impact such growth has on neighborhoods adjacent to the industrial area. SHS.com Variance (1609 R Avenue) Mr. Carletti, architect representing SHS.com and the Anacortes Health Club, reviewed this request for a variance in building setback from the R Avenue property line from 20 feet to 10 feet to construct a new facility for the Anacortes Health Club on the SHS.com campus. Mr. Carletti explained that the limited site area allocated for this project will not accommodate a required 34 parking places and yet meet a street-side setback for the proposed building configuration; the actual setback from the R Avenue curb will be fifteen feet. The new building will be of the same construction as the present SHS.com office building. The height of the new building along R Avenue will be thirteen feet and slope upward away from R Avenue to a height of 25%feet. In addition, two small 24-inch high HVAC units are proposed adjacent to the building in the setback area. Mr. Loelish, SHS.com Facilities Manager, discussed site location, landscaping, and other aspects of the project. City Staff comments addressed potential traffic sight visibility concern with the HVAC units in place. A memo from Mr. Munce supported approval of the variance request. In discussion, the Board noted that provisions for overflow parking in an alternative available area must be made obvious to patrons to avoid parking along R Avenue which is not configured for parking. A motion was made (Wilson/Mehler) and passed with all ayes to grant the variance as requested. The Board reasoned that a setback relief in this quasi-business area was acceptable. C.)% Yeti`. 0,5 o OW CITY OF ANACORTES BOARD OF ADJUSTMENT PROPOSED AGENDA February 15, 2001 7:00 P.M. - COUNCIL CHAMBERS 1. Call to order. 2. Minutes from last meeting. 3. Approval of agenda. Old Business 1. Petition to Vacate - Alley in Block 2 Gray's 2„d Addition. New Business 1. Variance Request - 1606 Anaco Beach Road; reduce side yard setback from 10 feet to 5 feet to build a new deck. 2. Variance Request—4169 34th Street; increase building height 8 feet for new boat manufacturing facility. 3. Variance Request— 1601 R Avenue; reduce front yard setback from 20 feet to 10 feet to construct new building. 4. Variance Request— 1410 32nd Street; increase size sign from 2 square feet to 16 square feet to place a sign for home occupation. COMMENTS FROM STAFF FOR THE FEBRUARY 15,2001 BOARD OF ADJUSTMENT 1606 Anaco Beach Road—Variance Request Lyle Davis: Since this is on the non-developed site, I see no problem. Dave Lervik: No Comment. Dan Harju: No objections. The stairway is for utility proposes rather than that of living space nature. It will add safety and convenience for both the proponent as well as emergency workers needing to access the rear yard. Gary Robinson: No Comment. 1410 32" Street—Variance Request Lyle Davis: No Comment. Gary Robinson: No Comment. Dave Lervik: Seems out of character with neighborhood and creates a very visible precedent, otherwise no comment. 1601 R Avenue—Variance Request Dan Harju: No objection. See notes from site plan review given to Don Measamer. Gary Robinson: No Comment. Lyle Davis: The 10-foot setback is ok for building only. No HVAC in the remaining 10 foot or we start to loose sight distance. 416 34`" Street—Variance Request Dave Lervik: This will likely impact views from houses uphill. No traffic issues. Gary Robinson: No Comments. Lyle Davis: The contours indicate the original ground lies between 128 and 124. Rather than fill to 128 for floor grade they could excavate and lessen the impact of the 8 extra feet. ANACORTES PLANNING DEPARTMENT c, - o P.O. BOX 547, ANACORTES, WA 98221 Phone (360) 299-1943/Fax(360) 293-1938 "p— Ian S. Munce, Director MEMORANDUM TO: Board of Adjustment FROM: Ian Munce, Director of Planning & Community Development /j SUBJECT: SHS.Com's Setback Variance Request DATE: January 22, 2001 SHS.Com has, in my opinion, done an outstanding job of designing an aesthetically pleasing facility. The site plan and landscaping have undergone extensive public review, discussion, and modification through the public hearing process before the Planning Commission and City Council. Additionally, the public access provided by this project is a model for all future such projects. As usual, integrating parking into such a layout is challenging. I believe that SHS.Com has come up with the optimum layout relative to integrating a health club in their campus and, accordingly, respectfully urge your approval of the building setback from 20 feet to 10 feet on the "R" Avenue frontage. There simply would not have been an "R" Avenue constructed if it were not for the leadership provided by SHS.Com and their willingness to work with the City and Port to install what will be an important connection to future development to the south. Thank you. ISM:11 MEMORANDUM DATE: January 19, 2001 TO: Dan Harju, Doug Terry, Dave Lervik, Gary Robinson, Lyle Davis, Ian Munce FROM: Ed Frank RE: Variance Request - 416 34th Street Please let me have your comments on the attached variance request by January 29, 2001 Attachments rr '7712 Crsik. ftr-c.-.z. i, i.,,,) if 1.4t i --C C"r t 5 t-v cj citj' -o-tte(> ( t -t'S Gr' tit()--e-C i d 1 ,tom 8_._ et "... / :ram Ll , / t'- —c:.i- tr.d C''L&�. tT t ;! G \ i ✓ yI cif c a .Z i-t7 CA, _�� d ,-L . .S - Lt J `c' 1 -L..,/ 1 s C i C.�'} rC [-� ® 'r., - _ ` v C JAN t;•; - 11 yf iFNCiNF'ER 4,4t, MEMORANDUM DATE: January 19, 2001 TO: Dan Harju, Doug Terry, Dave Lervik, Gary Robinson, Lyle Davis, Ian Munce FROM: Ed Frank RE: Variance Request - 416 34th Street Please let me have your comments on the attached variance request by January 29, 2001 Attachments MEMORANDUM DATE: January 19, 2001 TO: Dan Harju, Doug Terry, Dave Lervik, Gary Robinson, Lyle Davis, Ian Munce FROM: Ed Frank RE: Variance Request - 416 34th Street Please let me have your comments on the attached variance request by January 29, 2001 Attachments • GZoH ,.ivu6$3 n7N' L C rtft Off, ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O.BOX 547,ANACORTES, WA 98221 (360) 293-1901 •FAX (360) 293-1938 9�, ,(v IAN MUNCE, DIRECTOR `Q C.Oglt EDWIN FRANK,BUILDING OFFICIAL•Email:ed@cityolanacortes.org January 17, 2001 CO 0 y William Wooding 13540 Rosario Road Anacortes, WA 98221 RE: Variance Request 416 34th Street We have received your request for variance for the above-mentioned property. The Board of Adjustment meeting will be held February 15, 2001 at 7:00 p.m. in the Municipal Building Council Chambers, 6th and "Q" Avenue. Please make sure someone is present at the meeting in case the board has any questions. If you have any questions, please contact me at 293-1901. Thank You, CITY OF ANACORTES 1 U C h e-l.tl 1191L- tJl Michelle Deaton Permit Technician r tfr APPLICATION TO BOARD OF ADJUSTMENT -9* '0 `A REQUEST FOR VARIANCE 9co , APPLICANT: WILLIAM W. WOODING PHONE: ( 360 ) 293-7332 MAILING ADDRESS: 13540 ROSARIO ROAD CITY: ANACORTES STATE: WA ZIP: 98221 ADDRESS OF PROPERTY WHERE VARIANCE IS REQUESTED: • 174 I Le 34th STREET LEGAL DESCRIPTION: LOT: 54 BLOCK: 28 PLAT:ANACORTES: IND. 'PARK See attached LegalADDITION ASSESSORS ACCOUNT NUMBER: p78019 Description of variance being requested and purpose of variance. (Use additional pages if necessary) Provision of Zoning Ordinance from which variance is requested. Include section and page number. Justification for variance as outlined in Part 17. 10. 040B of the Zoning Ordinance. (Use additional pages if necessary. ) Applicant shall attach names and addresses of all property owners within 300 feet of the property. Variances shall be limited to the area and dimensional requirements of the Zoning Ordinance. Construction must commence within 90 days if a variance is granted. Attach maps, diagrams, or other material which explain or ulL p ort the van 1u �L,^ `�t �C+ r�+ 1 /1 0/01 Signatures) of Applicant(g-r) Date Receipt No. : Date: Appl.No. : Hearing Date: REVISED 2/96 Request for Variance: San Juan Composites- Boat Manufacturing & Assembly Facility Owner: William W. Wooding "Description of Variance being Requested"- We are requesting an 8' increase in building height to allow for construction of a new boat manufacturing facility. "Provisions of the Zoning Ordinance"- City of Anacortes Zoning Ordinance Part : 1 7.16.090 maximum building height. "Justification for Variance" We are requesting an 8' increase in building height to allow construction of a new boat manufacturing facility. This facility requires the installation of a 5 ton Bridge Crane that will run the full length of the building with a critical clearance at the hook of 23.5 feet. In order to meet these requirements the building height must be a minumum of 34' at eave and 38' at the ridge. This is an expansion project for San Juan Composites who currently occupy an existing building to the west of the proposed facilities. The new facilities would be for similar use but would allow for a crane within the building structure. Also provided are the names and addresses of all property owners within 300 feet, an Aerial photo, Site plan and a building floor plan. Property Description Summary PROPERTY ID P78019 XREF.ID 4198-000-054-0306 LEGAL DESCRIPTION ANACORTES INDUSTRIAL PARK ADDITION, ALL THAT PORTION OF LOT 54 DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 54; THENCE EAST ALONG THE SOUTH LINE THEREOF TO AN INTERSECTION WITH THE EAST LINE OF THE WEST 200 FEET OF LOT 54 AND TO THE TRUE POINT OF BEGINNING; THENCE NORTH ALONG THE EAST LINE OF SAID WEST 200 FEET OF LOT 54 FOR 308 FEET; THENCE SOUTH 89-59-40 EAST FOR 413.99 FEET TO AN INTERSECTION WITH THE NORTHERLY EXTENSION OF THE WEST LINE OF LOT 18, BLOCK 28, BEALE'S MAPLE GROVE ADDITION, VACATED; THENCE SOUTH ALONG THE NORTHERLY EXTENSION OF SAID LINE FOR 308 FEET TO THE SOUTH LINE OF LOT 54, ANACORTES INDUSTRIAL PARK ADDITION; THENCE WEST ALONG THE SOUTH LINE OF SAID LOT 54 FOR 413.99 FEET TO THE POINT OF BEGINNING; EXCEPT ALL THAT PORTION THEREOF DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF PARCEL "A" OF SAID ANACORTES INDUSTRIAL PARK ADDITION; THENCE DUE NORTH ALONG THE EAST LINE OF SAID PARCEL "A", A DISTANCE OF 15 FEET; THENCE DUE NORTH ALONG THE EAST LINE OF SAID LOT 54, A DISTANCE OF 37.96 FEET; THENCE NORTH 89-43-44 WEST, A DISTANCE OF 29.92 FEET; THENCE SOUTH 0-00-39 EAST A DISTANCE OF 53.10 FEET OT THE SOUTHERLY MARGIN OF SAID PARCEL "A"; THENCE SOUTH 89-59-40 EAST ALONG THE SOUTHERLY MARGIN OF SAID PARCEL "A", A DISTANCE OF 29.91 FEET TO THE POINT OF BEGINNING SITUS ADDRESS 502 34TH ST ANACORTES, WA 98221 SITUS CSZ ANACORTES, WA 98221 OWNER NAME WOODING WILLIAM W OWNER ADDR 1 %LAKE ERIE TRUCKING OWNER ADDR 2 13540 ROSARIO RD CITY, STATE ZIP ANACORTES WA 98221 1 records Listed. • 1 A 1 \ - \•f I I I InI+II I I I ..mJ I I ; I I I I I I I I 1 1 1 \ `I •'1 1 I_ills11L° LLJ L.IJp.I.1"lily L.L. 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S-L rr-r-.-.zr-r-r.........--- — f i ) ( ) CC_ CT O 0 0 O 0 0 O O to 0 ,z 250'-0' 24'-0' / 25'-0' 25'-0' / 25'-0' / 25-0' / 25'-0' / 25'-0' 2'�' 25'-0' / 25'-0' / 24'-0' 1., ' /-FAN FAN I a \ u ® 78 Io . \ FAN WORK BENCH \ JIG •j o 1 • „ ••I PN • • \/ unfL��C���Yi ORK BENCH :.\ / 'fir\ // �'.,.\ �� .�\ // . // .^ CHOP SAW ` f�\- . .4P\ "\S j 4'` \. . :` / ‘ ,/ t o\ A \ 4 ''s \ N„ . 4,'"\ ii• co OW t o a t LC J TABLE SAW to w 0 MANUFACTURING • 22.500 S.F. x PRE-ASSEMBLY cv O rc OFFICE • 2537.5 S.F. N � III 114 o LEAN-TO • 3750 S.F. CONC. a TOTAL ROOF AREA • 28.787.5 S.F. 21 1O MANUFACTURING I o 113 `' io CONC. FEO tP N 22^ .. C2ta < 2 17 RR x iO I I' rell.. i ti exl �� 15 Ext1P3'-1�' 16'-1` 0'- ,•'-3' 14'-8' 30'-0' 13'-7' 8'-9' HALL 54'-1' ILI (� 1T-3'� r0 180FE 14 L1 ■FE '.7 4ird X X / / At 105 / O 18 X 8' OVERHEAD DOIP! S % 0 , 1L „r , , Op ROOM ` WAREHOUSE O8 r ,.nzZZIr'n_2_y_ REAK — `I 108 U — — 200M MY— 1� .1r.... 'EX io LEAN-TO Sk4' PIPE H. 112 , µ EMI! 1mn 111 . -4- 1 115 V BOLLARD C �; 10 t'EN=.9:....•,....•-l• 7•=-----' -- - FILL W/ CONC. -f 0 CONC. TIP. A • 8'X8' OVE HEAD DOOR A O`, 106 A A A QB o -0' 4T-0' 18'-0' f Q. 23O-2? 1�5i' )'-8'8'-0'j 27-0' IT-3�� 16--6-6f' •'-1,,7'-3' 1�d' / 14-S-6#' / 18-9-9r / 15'-0 ' / o f 75-0' 1 250' 0' 175'-0' f `-) / f 6 [ LINE OF ROOF MOVE \® a II 01 & A JIAAiu GSMpeepi 5 f-Ie r— 'lM`� CARCETTI ARCHITECTS, . . architecture&planning 56fl1E i W't o 1 I U'0 i 2204 Riverside Drive,Suite 270 1 Mount Vernon,WA 98273 Phone(360)424-0394 Fax 1360)424-5726 \ ��\l . � A \i. i ,„ f / Ailry_`� 30' EASEMENTNi . ,..7., ,. , \ , / "� EX/ST SSNN 1 - - \ _MY £LEVs 0 \ PROP. PROPERTY LINE f •�- - _ • ` \ o POST vcj � _.. _ _� __- -.-.. 1237 _ h'i ti ry w L 'mot r, m „ \ �i •. gi \ - ‘, \ c..vc..c,co PROPOSED SITE PLAN ' w1 or I �'. \ x a E '., ;:.'- ..- EXIST SS SIDE— . — — \, r;1 /�', \ o n ;C� EXIST SSNN \ �� 34 .'>>.: ;-; RIM ELEV..= 109.57 \ ` \:'-. i 129.66'1 ',i� Iw ELEV.= 706.tj' 1 \ . n cv 7274 I 1 �.�B'� �/����r m I FACE OF EXTRUDED' :.,.. .s,.-, ',;, ' ':.<:': s>' ' '�. , .I ' " .�\ \ co CURB ��^:.IIVBDRfrYi QO 1 _ 368: ::�.;. /.i • all; , EXISTING BUILDING I/ I - .- al. a o \ .„ c) g..... . • ;;G qE<;;.:.,. ,:, ,53YSf: ;-:, � ' 60.:3 ' t/3'':;'.,.' .7i' .-[5. -,: , m ,.Cl"tea • M Exist emc 717TA1:?/1�OF.,';i9REA 2B;18T".$ \ d A FLOOR fLEV.= 13342' 1131.56' 128.83 /�/ �i \ C"J DO, CUL . INLET , x I ¢ \ I 3 FACE OF EX7R .E0 \ %' r`;,; :'% 1 .\ 1 3. d m b CURB /J.,'i'•,;•� I L B - ..' ., ,,; nn.,}}.��,�',.,,;T rFsfrMeO p,^ PTN/ND- �c 28.00 oI / 2 <i R5'.R. i ,. R -i14-- - �` _'=\ f ' _b AREA = 3,943 SF _ - - - - �m \ ,+j +) 16112'69 8 e 6. K I C/] 6> ca7E GATE D 2 3 7 30' I REMOVABLE FENCE 30' yc �i' FOUND xI ~I �\ �, PROP;RP( ��. REa Pc n lir4-ExL57Mc A\D R U] O \` 15/8' ' . ` �r�14 _ .c c x1 x x >c RpI CElEY.TYPE; B.Oi' r` Ay ASP. HALT WA7ER _131.78' - L _ �Q' L L p Q-I `DIETER - - _ £ND OF IXfSD-�i .�1;P = iPAsl r i_.-_ o END OF DOTING 5 LF 12 CPEP SD, �y I SIDEWALK ', \G. - - SIDEWALK ' b avm I \NEW 5'SIDEWALK _ .:3L•7r r' `• ' I , O. ' - 728.75' � tr \ 123.45 �'\ o — ;0 MOM ClI I 34TH STREET ,ar I —r _ . — _ I cast. vnuLr PLAT ' �•: i I 11 - - W V If0UN0 7-1/2' n,BOBI I 4WW/V j _ _ — _ — �.-8'ACWIER _ , .�RONwPE • 14 VAULT DRAIN.D. �n j 6'\8' A.C. W o — . 2 c-- . } j W V } j }.'t WM r �m�—]-III 3 FH WV �:D.DDBe15r111 FH WM EXIST. CB R 1 rR I ' I =rife 1 a COMMENTS FROM STAFF FOR THE FEBRUARY 15,2001 BOARD OF ADJUSTMENT 1606 Anaco Beach Road—Variance Request Lyle Davis: Since this is on the non-developed site,I see no problem. Dave Lervik: No Comment. Dan Harju: No objections. The stairway is for utility proposes rather than that of living space nature. It will add safety and convenience for both the proponent as well as emergency workers needing to access the rear yard. Gary Robinson: No Comment. 1410 32nd Street—Variance Request Lyle Davis: No Comment. Gary Robinson: No Comment. Dave Lervik: Seems out of character with neighborhood and creates a very visible precedent, otherwise no comment. 1601 R Avenue—Variance Request Dan Harju: No objection. See notes from site plan review given to Don Measamer. Gary Robinson: No Comment. Lyle Davis: The 10-foot setback is ok for building only. No HVAC in the remaining 10 foot or we start to loose sight distance. 416 34th Street—Variance Request Dave Lervik: This will likely impact views from houses uphill. No traffic issues. Gary Robinson: No Comments. Lyle Davis: The contours indicate the original ground lies between 128 and 124. Rather than fill to 128 for floor grade they could excavate and lessen the impact of the 8 extra feet. ANACORTES PLANNING DEPARTMENT Vt Y o,4;, P.O. BOX 547, ANACORTES, WA 98221 ."-.11111i Phone (360) 299-1943/Fax(360) 293-1938 9pM Ian S. Munce, Director MEMORANDUM TO: Board of Adjustment frildcfre FROM: Ian Munce, Director of Planning & Community Development SUBJECT: Variance Request by Bill Wooding for 34th Street DATE: January 22, 2001 I was delighted to learn that San Juan Composites is looking to expand their building space so soon after moving into Bill Wooding's existing industrial building on 34th Street. As Mr. Wooding points out in his variance request the installation of a five-ton Bridge Crane requires a 38-foot high building in order to properly address boat manufacturing needs. Given that views of the bay from this area are essentially blocked by the existing Anacortes plywood mill hardboard plant, I have no hesitation in recommending that the variance requested by San Juan Composites be approved. This part of the City's industrial area is entirely appropriate for a building configuration such as that proposed in this application. Thank you. ISM:11 GZS Y Obi' t vi,'' '\.7 wp w�mnlcot; CERTIFICATE OF MAILING I,Michelle Deaton, certify that I mailed,postage prepaid, copies of the foregoing document on the 19th January 2001 to each of the attached-named parties at the last known post office addresses, with the proper postage affixed to the respective envelopes: Document: Variance Request—416 34th Street See Attached M- r I - let-D I Michelle Deaton, Permit Technician Date GSA Y ��•, NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Board of Adjustment will hold a Public Hearing the evening of Thursday, February 15, 2001 at 7:00 p.m. in the Municipal Building Council Chambers, 6th and "Q" Avenue. The purpose of the Public Hearing is to consider a variance request from William Wooding to increase the building height 8 feet above the required 30 foot height limit to allow construction of a new boat manufacturing facility located at 416 34th Street. Anyone wishing to comment on the proposed variance request may do so at the above stated date,place and time. Written comments are welcome and should be addressed to Ed Frank,Building Official, P.O. Box 547, Anacortes, WA 98221. v i eorge taian, City Clerk PUBLISH: Anacortes American—January 24,2001 San Juan Composites: Project for William W. Wooding Property Owners Adjacent to Property City of Anacortes Jurkovich, Branko and Maria P.O. Box 547 608 Longview Ave. Anacortes, WA 98221 Anacortes, WA 98221 Wooding, William W. Corbin Walter and Gayle %Lake Erie Trucking 829 Pioneer Hill Rd. 13540 Rosario Rd. Olga, WA 98279 Anacortes, WA 98221 Berry, William T. and Mary M. Andrews, Joseph L. and Jenny B. P. O. Box 96 3824 Sutton PI. Anacortes, WA 98221 Anacortes, WA 98221 Orton, Ira D. Koffron Koffron Metzger and P.O. Box 1 26 Christofersen LLC Rockport, WA 98283 3116 V PI. Anacortes, WA 98221 Hole, Thomas W. and Judie L. 4018 34th St. Anacortes Joint Venture Anacortes, WA 98221 P.O. Box 2816 Bellingham, WA 98227 Paulk, Robert L. 12338 S. Fidalgo Bay Rd. #A Obrian, Thomas E. Anacortes, WA 98221 13647 Slice St Anacortes, WA 98221 Lang, Bruce 2301 S. Chestnut St. Doop, Nola U Spokane, WA 99224 519 34th St. Anacortes, WA 98221 Sizemore, Ray %Cimmaron Trucking Sugiyo USA Inc. P.O. Box 67 P.O. Box 468 Anacortes, WA 98221 Anacortes, WA 98221 , @i!!1 �J[ eai a IM:biar. trlinillit. II hi:G1 a MI ' [11 ��IH ! _ -Th.isl !"--ral.z,t;.,:j_i part il , This 1 .. I.A.A mgin . 2 i •. " Mi I 1 I I 9 I I VOA 111 li i II in AM. _ H j — PROPOSED �� wir Its-minsse IIe ' If . LOCAT�j,, .ft ki�.'y ti_ rp % �'0 a si , a o � Ll �' /, ,�� 1 . tirmE . \ �bt •tea Esuiz . I hILnsreal Q AAA Sr o a�4� 7 II�/\/ i STATE Na ©� Y ■•�� I��/>t E 1111_,1�. 1 i CNWAY 20 E `irlidilla tW%nYrw4 11\ciak . C Iliii 0:61: on • cal ,:. !aro _ -YEN2 iPirgargi-6. in-esign[ tagai----kle* - win owl igniP -.0 701 Pr, slia c ' 1 A•- • `a rs �.� la �firl ' ... , .is I n a in. EN nit ti ai ° 1° ' REVISED: DATE: 01 -12-01 . ROPOSED VARIANCE 00-00-00 COMPUTER NAME: 416_34TH nk 41 6 34TH STREET CREATED 9Y: CITY OF ANACORTES ENGR. DEPT. -��__ VICINITY vIAP 904 6TH STREET , - y RNH ANACORTES, WA 98221 �'0pR � A 04 CITY OF ANACORTES 0 P.O. BOX 547 1rtI ANACOATES, WASHINGTON 98221-0547 1- tv, , Cri jr- I ' - Thomas&j�"'- �� ry' 40183'`I', All,%,.,;. ,WA 98221 Y : ."^:: 4 7 ihini,E1,::ILIasitiii13n!1t1„iniimiihaiimiaaiii r A - -: OS r 81444. It �- ,. '� *Nil*F iIll r �, W ,1 . „ + . 'r.. FAtS..f a r^u, IM�� I+ , r AMA a1 IIYfRAM"wM'wMll�"4� �11t" MI4! ` w.r A, + a f f t111*: 11 u I u k i,4 �' " Wr , v { '�`Ih .n w " t— ? " „., 4I A 'ate " � ( 11 ,mow, * I, ., .,, C i71 .50'It ! so,. y n 1n1ii Y r a. �I t a • -u41111 411 a r m •, n ,� , ,IN, Fro.�1, ;•' r � = �., I�re , �A � gel isimis ." .. �. ..i ICI I t ,yl .e�' e I 10B. lac {� _ :, � J. y+ ' i i.YA d * `• ! . '„ *' " III •M Mr• ` "~ 1 .., w IAfL'. r" ,a A,wN 1 h, ,� ;,Ix,~r. 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