Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 502 34th Street
.. c 'Permit. and Tr. riN - PI r-i-7n1R,-(l114�, - ?niP, "' " C : ` City of Anacortes 018 +anrde i iP rtfiit BLS= If =d 1 64 '`1 I N G 904 6th Street 1:2052 F: " g i:ti st-_� Apliea'e. , �51 �r2018+ _ P.O.Box 547 FOLD-717i;;- ir,a=: G., ;-, - - _,; 62+ Anacortes, WA 98221-0547 Payment issue date: 011311201$ 47 ,,- TC�1`• ~ Tr.,,,n r+FtRiC :.dt 07/30/2019 (360)293-1901 -:,* ' v. .., O._,FTN Cf:e :iii::#::t~:#::1:: : :*t1'VP'- Job Address: 502 34TH ST Permit Type: Fire Alarm Permit ANACORTES WA 98221-3476 Project: APN: P78019 Remarks: Install cellular communicator on existing fire alarm system. Owner: SAN JUAN RENTALS LLC Contractor: BAY ALARM COMPANY Address: 13540 ROSARIO RD Address: 8115 BROADWAY STE 101 ANACORTES WA 98221-8411 EVERETT WA 98203-6871 Phone: Phone: (425)595-3452 License#: BAYALAC876KF General Information: Fees: Building Valuation 100 Building Permit Fee 23.50 Plan Review Fee 15.28 State Building Code Fee 4.50 Total Calculated: 43.28 Deposits/Receipts: 0.00 Total Due: 43.28 • u -i -o 37 -. i 3 -t 4 t I. ti 7 .} T. -►- 3 I' k t 3 4- 7 > • • { 4. J .: F j -- THIS PERMIT BECOMES NULL AND VOID 1F WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN•:(B0 DAYS,.�QO,R IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 11x pOMMENCEFl. I HEREBY CERTIFY THAT I.a'VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAW. 'ND ... '17INAN. S GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRAN NG OF 4 PER i DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOC' LAW RERU .` ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 411/111k ). SIGNA �� t •' UTHO' IZED AGENT ISSUED BY }c, `i • • M " JAN 3 1 218 The CellComSLCF Commercial Fire Alarm Communicator provides a fully supervised alarm communication path over the COMA network and it meets the NFPA 72 standard for commercial fire applications. kr CITY OF ANACORTEc. PLANNING & BUILDING DEPT. F., APPROVED PLANS PERMIT #: Zo I - (:)O `7 ADDRES. -I APPROVED $`r' SUBJECT TO HELD INSPECTION. APPROVED PLANS SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. • Fully supervised universal fire alarm communication over • External SMA antenna COMA • Wiring for Ademco ECP Bus • Program your own account number to easily workaround Locked • Communicates with DMP SCS-1 R and SCS-VR Receivers panels • Builds customer loyalty; creates new RMR • Contact ID dialer capture • Private labeling available on the rubber logo insert :._.. Four zones or Bell Monitoring • 12 or 24VDC • Two outputs _ Y "�w"en'm ^`•dYb'"'". c"„usa> .. - • xc agar » r ^wa ca k y , :'zr^:,Keou ,9'w. r; :,,,,„aa,.. .� , raver»,.- ✓>',' ,.,, „T ; .ac.._,,,, , , >. '•°.arxs .. .a. �3 :�-• " , .„..xa.^-�^ ,,.,;.:sr.:. ':�:dy a...:xx."x^ ~<%«>«.� °"r 5s , ts:*��•'° � ^'r.„ .a �� v�^-^r." sr '.�',:.,.< ao ,a:,' ' <.�&„ "e:,�-�„m #.< a.,xa .... ro,.ee�' � ,,,.«,>.w.,. +a.-b.,a,..�.;' "� C.;r_`.'..:�iS Z4:"n T- w.[;:x+ &Y^ "at"n: ... ,.. :•;s:acq' aA,,.>. .X;•�'. : t"' ... f ""S .w 'S" :,.wL>........... . 7 a .a 'S r .µ t aia«:A..:�` aF. ...r ...Y�":�' ._,a• sz `." rzs.�ammsx:een:xx•°,x: �.:' .,. >,,...,..,.,.�� >...<,a.a,.> �'aa.,..,,.e„��'. .». ,»„r' `r' ,,..w .,� �£ ...a.,,.< ,�, �- x -� z <a; r-'�., �n'� *••.s ...• �-T»� zc..a..a—a.:xe •�x;rc r,i.er. .n•w.<.aw,a. .,wa,... �� ..un..w..,,,.:w. w.aa.�.., a,w..,-. ... Sr., m e.,..a ♦.wo v.a a.. a< ... N K' � ..>K'�V�w�„C -.�...:,-.. >,.,..�.:..,.....,,..,s„ .7<,..�.e�•�12xr, ';x,.,,a.�.a.Ya.,Y�..,s,S.Sv�,",^,e .....:t .,.^°"�w. �..ate,. �..,> ,. ,,.. ,. .,,:,,, ".,N. .. i"_. µ.,.a,". �<a.,,. x�c, -,�nar a„� ,. ,.�.x::_"" oa,..'s.�'kua.azz*?. .,;.r-�;.�„, .,..<•<,....�, .�.a..,.>��;c:ttxg.;:>A,<,,.,e.,u,-,..:,..,,. -z,,.._a,..,,.. s.-^:txa., ,�¢� a,, .�....,:^z„•..r*r '�A, �«a:,xixr�.sxs�;«s;.:��zM�z - �a•.> .s�": ;�.�,,.� o� �,r, .�.:�•ra..o «,.c ,..'er`�;:s,'•�^ .,�-".'".;Ya,.:�"..x.,.,�:.,a,.�,.•:�":..�asi; 'a� :...,.�.. r c,a �w ,r a .n,�»;,�;••°� ,a Ae. a,.�a �'r.: .��"' "'•,,,"��,�,, <.�. �" a:s,.s+•', � 4�^5 c,'k�s..� ""2 ,a, rr<_",..,.�._._„�- a..aa•� .fir; wry, .c?,,�:..�°_,." � µ 4 ?t, .: .W,pc.."�.� .,,,a. x�'r� n:^�' ,,;A,x,, ..�,�<�:��u.,<«�' 3;'�£K ,...,w.w.s.; `�w'i w,e�'w. -a...r•.an w'."✓.aa w:a.:"'.s,�..w.... .,,..wv,--� <4',i. "Z-nt wA .`°+,.w�� '..,...' .,.„...:, ;.� x'�7`.5l'la. w � �.,,. S .'H°"e.`�, �e, e>,s::�,:`��°`✓ «T.s t< ..��2,::�,��:i:':: _ , '� c„ '�' „.,w,.. ..MW:;�%-gKa�.•z. -���. s 's.. ..,M..:,a *'�...:a:.a �� �;.�:.:;�:z. u,«aw ,�3,�'z�' zg_�:s�k-3�a �;ra .:° ��..a".r ..'•° ,:�^. ..tea Q::i^� �.,,.,. •-�^'.k ,sr� ".:..,,...:.a� .<»<. ",:. ^��. _«, :Mx?`+;, _.,'�°zz _,aa».�. ,�.r,.,,,,o,." �^��` "'�.a.a,,, •�> �r �✓Y�"�`,.-..• �.,.,�a' „,�.x .. �,..��, .., .� �-.ys�:,:'1�: .",a._.,>„�a... " a.,. " �„ r'dc: a,..,:� ».,,...,,o.x x -r a• -x.;c.. z• .,....� :�.s.,,,o,, "`,M'wC. ,c.;are�-• ..�;< � nwav:C.;.a,av�,� �•,(a'.^ ,..•on..`.: Y�" .>rb. +d,��j.. .n"a, ^^ ,.,a, 5" v��w � S x"'5.... ,.� S,a°".wJ"`Y": �• ,a.4a ;... .e ..w.a..,.a, yr,."..., • z' �,...« .a.:. ". ..,,,z .s.-r, T•r „c. e: z^• ,r,x• .zz"-..,, «..a: . aN A '4.a µ i l.4.,..- ::., ,e.-Ap'— »,Ma, • -t _ .>.-•tv a,.t .M. ,e, �".a.:a»:`Y�.,.,.,,,.,2�:. ,�-<..,`�`"�>. ,aa�" �^ s ,«. <a...xs<r: �v..e.-�Y, a., s^�•.. �a w, _ � .,.:, � "�&�`....,... " a,a,e .aw �:. .a»a ,..E.� a9>a«,«..,s� .a, r .....,.:-; -,:....we'�` �:A« � � ,3,.�.a ea:a� � �;, ,,.�.: ,., ,..t.- a�;.'^�` ; wT sc��"� �` x. 'a-�. .aW,�>"a>�:•°�;�.,"„»>:aa,;,,,;,,,, s„-. ...,. ..,a-a. �u< c ,....a.,,d». •,,.. •� �'4� �. � ^ ��' r �.... : s:�>.�..aw.:;:, ,z.. ^�^ "'..�' ,:aa:.o'ar u�a.<�' . asp,.a,, <• �^�� s ;sue s "z ,a.. ;�s � ;�• �;� .,.a. �*:� �•e ".0 s�ra�:.�k*�i?'�c.:a> ..a::�: �"..w4" :. . .b,,: ,,,.,:.a�.... a�.Vz....,.,„ .., •,""".,.,,».a.�.... .�.. . , .... ,..: ..... .x .^fir,,.,,, ▪ � ."_, ba„�•.x'•�-�'�,...,....�. .as- �•�z;r,-..zwF. �. ,z � ra,. `�° s� �r • z . ., S � r-... c . -..,-....:,-,. -- A -:.?,-,f7. - ,- .. ' -' ' • • --- .--- -7 ;17 . . :. : . The CellComSLCF offers cellular fire communication on any fire control panel via Provides a fully supervised alarm Older, dial-up panels have new life with the Contact ID Captures or Zone Inputs. Meets communication path for burglary control addition of cellular communication. Earn NFPA 72 Standard for Single Communication panels over the CDMA network providing customer loyalty by extending the life of their Technology, higher speeds. existing panels, enabling them to increase . - . • the ROI on their system investment and build . - : . • ,- . ;.: .• , . . If the existing panel supports Contact ID, CellComSL communicators can be attached satisfaction with the purchase decision. then it's a candidate for upgrading with the to the existing panel in a variety of ways. It : ..: •. CellComSLCF can capture Contact ID messages from the Avoid the possibility of customers seeking dialer, or connect the four input zones from mobile intrusion alarm features from a outputs on the panel; or it can sense the competitor by enabling those features The Model 400 USB Flash Module allows output of the bell of an existing alarm and on their existing panel with a minimal you to easily field update firmware for communicate the appropriate message to additional cost.They are less likely to switch panels that would otherwise require the the Central Station. systems and cancel their contract.When the use of a computer and a Model 399 time does come to replace the panel, they Programming Harness. t Each of the CellComSL models provide four are more likely o rely on you, •-•,,,,$,,,,,,,,,,- , _..,..: zones for connection to burglary control 3 12-11b-'• ,:, :`,...Y.:, Alp panel outputs. Zone 4 is intended for connection to the control panel bell output. 1 r Dimensions: 5.5" W x 3.75" H x 1" D California State Fire Marshal (CSFM) Color: Red ANSI/UL 864 Fire Open-Collector Outputs: 2 Protective Signaling Systems Zones: 4 Cellular Primary Power: Nominal 12 VDC or 24 VDC FCC Part 15: MIVCNN0301 tr) t-- cn r•-. Current Draw at 12 VDC: Standby 55 mA ,..., ...0 -...7 Alarm 102 mA (Cellular Communication) IL Current Draw at 24 VDC: 6— ,-,--, a — Standby 28 mA Alarm 49 mA (Cellular Communication) ,, ........ 0 VMS 01 1=3 .C = § = --.— _-....... 85.1 5 _ 04 IM751 © =17=1 ........,, t,4'.* :=" ;''' ,Z '.72' ..."* .... ,,,,-4i .-. ,.. • ' ''!iai.,1,1ttfil• tt,'W':4• 1",,,,,:d: 1,Vre7:21.7.7.--- ' - 77 -- * .- -- -t ";-',------ . ,. --- A7.:.k _.:, ‘',.-----z 7 -,,-'0„--- - 4.4gat„-v-.4, 1/4:X2X 4: ' -t 800.641.4282 I drnp corn. ; . : _ 2500 North Partnership Boulevard Ef.,„-4,..'47-,:,.'4‘,4-7i-444-tiiikltql.i.•''?",±-, .`vilaq:,g*-1 ''.:' V,-:-.i..:':, -.,.:-,i;:',---. .', ... ';`,,,:----,4i: -„,,•••cii,-- =, . . .Spnngfield Missouri Designed. Engineered & Manufactured 0'''--1.- -'--z::---' •.ft.4,---4'5:..ltakiVoivW4Wil,'"'1:'',-"Y',.-..b..-4,2E4-4,e4=•-.4T-_..-74-,-;:-• .f,--:-.. .. . 4:#7F,45::"- ,.':, , - --,- '7-!'''' ''*- $12-"*-*--1,Vr-)., i-,-41.0*;;;1;-?;15741.dt :i •:' ,:r----• ,.---- .i. :§72,:*.ft,,':-.45-.1.F.44-..iertsve,,,,,,,, ,. .,..„24,,,..,,,:w.::,7-4403:mvp- iWit--•,=-1,7- ---t4-2--),,,:,,,,t, ;•;--?'.ki-_47_-,-IS. 2,:,. , w*:A- -4it-•--- --1 - -- - ., 4 . .as,..;,Global Components P':-:..-:'';'..7-'-'''''''.''. ''''' '.— ' '':''''-''.- ' ' ' -- . .. ''''''—''.--'r 4:" WtMA-,7':-''''—'Zt.:I it.'t .::r tl"...77.;. '.1 if.4";; Irr.,4. •..' ":""174:Ist:412 W.''.2, -^1-...7'. . ..;;;=7. 7:tritr;,"0 ------ . "-.. .... . , l BUILDING PERMIT f CITY OF ANACORTES PERMIT NO.: BLD1999-00337 P.O. BOX 547 APPLIED: 99-12-27 ANACORTES,WA 98221 ISSUED: 99-12-28 (360)293-1901 EXPIRES: 00-12-28 SITE ADDRESS: 502 34TH ' ASSESSOR'S PARCEL NO.: 4198-000-054-0306 PROJECT DESCRIPTION: Fire alarm system. OWNER CONTRACTOR BILL WOODING 502 34TH STREET D-TECH, INC. ANACORTES, WA 98221 1600 KENTUCKY STREET A-3 BELLINGHAM,WA 98226 Primary Phone: Primary Phone: 800-366-1005 Phone 1: Phone 1: License#: LIC DTECHI*092 TYPE OF WORK: NEW AREA VALUE: $ 2475.00 TYPE OF USE: COM LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: i 1ST FLR: sf ZONING: ? FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft 1: 2: GAR/CARPORT: sf 141YTrDFL?:i'nita ft MUNICIPAL BUILDING 3: 4: OTHER: sf9.04 6TH STREET (36:1) 293-i9F18 Construction Types FINANCE DEPARTMENT .. NUMBER OF UNITS: E6-RECEIPT:53-3104231 C:Dec e. 13r9 B 1: 2: STORIES: :ASHIER 1D:N 3:44 pa A:iiEC to 19'i 3: 4: BUILDING HEIGHT: ft 112 BUILDING PERMT FE i6T•B'- 112E BUILDING PERMIT FE 4i{:3.ou — , FEES NOTES: 3042 I'wbu STATE BUILDI <a_G Type By Date Receipt Amount TOTAL DUE s23i.86 - p RECEIVEDrROM: I PLCK MRD 99-12-28 $43.88 D-TECH, NC - PRMT MRD 99-12-28 $67.50 - 1 STBC MRD 99-12-28 $4.50 UHEL:)'s ro23i.8c Total: $115.88 -COAL TENDERED $$23I.86 -CHANGE DUE =D•O'1 I hereby acknowledge that I have read this permit and state that the abolve information ' corre t, and agree to comply with all ordinances and state and federal laws regulating activities c ered by this per i . . Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections C COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0224 P.O. BOX 547 APPLIED: 10/30/98/ ANACORTES, WA 98221 ISSUED: 10/30/9.8 (206) 293-1901 EXPIRES : 10/30/99 SITE ADDRESS : 502 34TH ST ASSESSOR' S PARCEL NO. : 4198-000-054-0306 PROJECT DESCRIPTION: Install boiler , gas piping and water supply. — OWNER — CONTRACTOR — LENDER SAN JUAN COMPOSITS RAMPART MECHANICAL CORP. 502 34TH STREET 716 S. MARCH POINT ROAD ANACORTES WA 98221 ANACORTES WA 98221 299-3790 293-3339 ANACOR"066BS — FEES TYPE OF WORK •ADD AREA (sf) VALU...$: 0 Code Amount---- By- Date---- Receipt TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- PMEC $ 34.50 BF 10/30/98 9207 CENSUS CATEGORY •437 1ST FLR • 0 FRONT • 0 ft PPLN $ 34.00 aF 10/30/98 9207 ZONING 2ND FLR • 0 SIDE(1)..: 0 ft STSC $ 4.50 HF 10/30/98 9207 :IND BASEMENT • 0 SIDE(2)..: 0 ft OCCUPANCY GROUP GAR/CARPORT...: 0 REAR 0 ft :F2 :? :? •? OTHER 0 REQUIRED PARKING-- TYPE OF CONSTRUCTION TOTAL • 0 :5-1HR:? :? :? NUMBER OF UNITS • 0 ACCESSIBLE.: 0 OCCUPANT LOAD STORIES • 0 COMPACT • 0 . 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 0 3-15 HP • 1 RELOC/REPAIR...: 0 TOTAL $ 73.00 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 0 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 VENT FANS • 0 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 0 WATER CLOSETS...: 0 WASHING MACHINES: 0 FLOOR DRAINS • 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 0 DISHWASHERS • 0 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 0 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 1 KIT SINKS W/DISP: 0 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. i Issued App icant or Owner' s441W ature 24 Hour Notice Required For All Inspections I com_prmt, Rev: 11/04/93 I BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0366 P.O. BOX 547 APPLIED: 09/16/98 1 ANACORTES, WA 98221 ISSUED: 09/16/98 (206) 293-1901 EXPIRES : 09/16/99 SITE ADDRESS : 502 34TH ST ASSESSOR' S PARCEL NO. : 4198-000-054-0306 PROJECT DESCRIPTION: Tenant Improvement to finish building. — OWNER — CONTRACTOR — LENDER WILLIAM WOODING 251 ROSARIO ROAD ANACORTES WA 98221 293-7332 TYPE OF WORK -ADD AREA (sf) VALU. . . $ : 15000 TYPE OF USE -COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY - 999 1ST FLR VIOLV Q 0 FRONT 0 ft ZONING 2ND FLR 0 SIDE • 0 ft : ? jj BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP---- --&-- GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 1 : ? : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 :51 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt I PLCK $ 131. 63 MD 09/16/98 9011 PRMT $ 202 . 50 MD 09/16/98 9011 STBC $ 4 .50 MD 09/16/98 9011 TOTAL $ 338 . 63 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. 1H-(Cf°VO )IP 2 Issued by AQL icant orb Owner' s Signat Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 ) E'l MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC98-0085 P.O. BOX 547 APPLIED: 10/22/98 _ANACORTES, WA 98221 ISSUED: 10/22/98 (206) 293-1901 EXPIRES : 10/22/99 SITE ADDRESS : 502 34TH ST ASSESSOR' S PARCEL NO. : 4198-000-054-0306 PROJECT DESCRIPTION: Add new ventilation fan — OWNER — CONTRACTOR SAN JUAN COMPOSITES LLC 502 34TH STREET ANACORTES WA 98221 299-3790 TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES . INCIN • 0 TYPE OF USE •COM 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS . : 0 :/ / / / : 30-50 HP • 0 GAS WTR HEATERS : 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI . . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS . . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 1 EVAP COOLERS . . . : 0 GAS OUTLETS • 0 VENT SYSTEMS . . . : 0 HOODS • 0 VENT W/O APPLI . : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 30 .75 MD 10/22/98 9168 TOTAL $ 30 .75 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. Issued by Applic or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 t ) BUILDING PERMIT 0 CITY OF ANACORTES PERMIT NO.: BLD98-00366 P.O. BOX 547 APPLIED: 98-09-16 ANACORTES,WA 98221 ISSUED: 98-09-16 (360)293-1901 EXPIRES: 99-09-16 SITE ADDRESS: 502 34TH ST ASSESSOR'S PARCEL NO.: 4198-000-054-0306 PROJECT DESCRIPTION: Tenant Improvement to finish building. APPLICANT CONTRACTOR WILLIAM WOODING 251 ROSARIO ROAD ANACORTES, WA 98221 Primary Phone: 293-7332 Primary Phone: Phone 1: Phone 1: License#: TYPE OF WORK: ADD AREA VALUE: $ 15000.00 TYPE OF USE: COM LOT: Osf REQUIRED SETBACKS: CENSUS CATEGORY: 999 1ST FLR: Osf ZONING: ? 2ND FLR: Osf FRONT: Oft Occupancy Groups BASEMENT: Osf SIDE 1: Oft GAR/CARPORT: Osf SIDE 2: ft 1: ? 2: ? OTHER: O sf REAR: Oft 3. ? 4. ? REQUIRED PARKING Construction Types NUMBER OF UNITS: 0 TOTAL: 0 1: ? 2: ? STORIES: 0 HANDICAPPED: 0 3: ? 4: ? BUILDING HEIGHT: 0 ft COMPACT: 0 IMPRV SURF: 0 sf FEES NOTES: Type By Date Receipt Amount PLCK MD 98-09-16 9011 $131.63 PRMT MD 98-09-16 9011 $202.50 STBC MD 98-09-16 9011 $4.50 Total: $338.63 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 state and federal laws regulating activities covered by this permit. Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0358 P.O. BOX 547 APPLIED: 09/15/98 ANACORTES, WA 98221 ISSUED: 09/15/98 (206) 293-1901 EXPIRES : 09/15/99 SITE ADDRESS : 502 34TH ST ASSESSOR' S PARCEL NO. : 4198-000-054-0306 PROJECT DESCRIPTION: Install Sprinkler system. — OWNER — CONTRACTOR — LENDER BILL HOODING COMMERCIAL FIRE PROTECTION,INC 502 34TH STREET P. 0. BOX 294 ANACORTES WA 98221 ANACORTES WA 98221 293- 293-9559 COMMEFP132MM TYPE OF WORK •NEW AREA (sf) VALU. . . $ : 23200 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft : ? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : ? : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 197 .44 DM 09/15/98 9006 PRMT $ 303 .75 DM 09/15/98 9006 STBC $ 4 .50 DM 09/15/98 9006 ESPL $ -197 .44 DM 09/15/98 9006 TOTAL $ 308 .25 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. \:-. ......'''N------ •••-•-.......__ ______,..- Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM93-0007 P.O. BOX 547 APPLIED: 01/19/93 ANACORTES, WA 98221 ISSUED: 02/19/93 (206) 293-1901 EXPIRES: 02/19/94 SITE ADDRESS: 502 34TH ST ASSESSOR'S PARCEL NO. : 4198-000-054-0306 PROJECT DESCRIPTION: new fixtures — OWNER — CONTRACTOR VITO RUZICH 720 30TH ANACORTES WA 98221 193-6406 TYPE OF WORK *ADD KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 1 TYPE OF USE •COM WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 1 GREASE TRAPS • 0 WATER CLOSETS. . . : 2 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 1 BATH TUBS • 0 URINALS • 0 SHOWERS • 1 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 2 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 76. 00 EF 02/19/93 46105 TOTAL $ 76. 00 I hereby acknowledge that I have read this permit and state the above 'nformation is correct, and agree to comply with all ordinances and laws gulating activities covered by this permit. , le.CL (3.471A \AN Issue y Applica or Owner's Signature • 24 Hour Notice 'Required For All Inspections plm_prmt, Rev: 06/11/92 . --••. a.,. . a Ar'is1A,now,. . ..e.x, r e^,w'.n:.w!R'9,•.,.ae. ws ,, ,,.. .-c .,... - .m TIOOL/) FOR INSPECTIONS CALL: CITY OF ANACORTES PERMIT `,',:,, $687 293-1901 BUILDING PERMIT l i (I3 -24 Hrs. Notice Requested Site Address NAME (OR NAME OF BUSINESS) PLUMBING ' b .G. Cont10 a MAILING ADDRESS No. TYPE OF FIXTURE OR ITEM FEE CITY TELEPHONE NUMBER Water Closet $ I . ,�...F.to !' i1�r;!'.'1.-3Y'#, es v td.a kt`s>':>..` �;:,, Bathtub ' NAME' Lavatory 1 Shower ADDRESS Kitchen Sink Shower ' ' Dishwasher CITY TELEPHONE NUMBER Laundry Tray Clothes Washer NAMEL Water Heater ''I r',%ri.0"' Urinal I ADDRESS Drinking Fountain I � Floor Sink or Drain CITY TELEPHONE NUMBER Slop Sink la I. Water Piping STATE,ILICENSE NUMBER CITY LICENSE NUMBER DI',Re'sillential 0 Non-Residential PERMIT $ 0I!New;1, I 0 Add 0 Alter ❑ Repair - TOTAL,FEE $ ' ❑6Buiidingl 0 Plumbing 0 Mechanical MECHANICAL o iNi I 0 Demolition ''❑ Other ❑ GAS ❑ OIL 0 ELECT. ❑ OTHER Legal,Description of Property.or Tax Account Number No. TYPE OF EQUIPMENT FEE ' Lpt . ..Block ,of ' -i d-( ;i i-'t.!c1t=-0:)..'i-“,k 30t1 Air Cond. Unit $ Refrigeration Unit— HP Boiler— HP '' ' III Forced Air System— BTU/KW ' Describe Work Floor Furnace ' i;:tt';4e�.1 rill east of c',ot.u;. .VitOI run Wall Heater ' cl l•N•t);�i i lli?71JU ' Lai tr.' . at':i:; . _ _ Unit Heater - Clothes Dryer Occupancy Use Ventilation Fan 111 Single Family Residence ❑ Multi-Family Residence Range Hood ❑'Offi'ie 0 Retail 0 Storage ❑ Church Air Handling Unit— ' CFM �',Reslaumnt 0Other Pre-manufactured Stove or Fireplace I !I,, NOTICE Gas Piping rmit is issued by the Building Official and,under the provisions of thel,Unil m Building Code,shall expire by limitation and become null and void if the building or work authorized by such permit,is not corn- PERMIT $ mend within 180 days from the date of permit issuance,or if the building TOTAL FEE $ or work authorized by such permit is suspended or abandoned at any time . after the*kirk is commenced for a period of 180 days:II TOTAL FEES VALUATION FEE By'affixi Ig my signature, I hereby certify that I am the owner of the u1 Building $ s'S - ;)r; property toll which this permit is issued or am an authorized represen- tative'of the owner. Plan Check 11 All!provisions of flaws and ord', es governing this type of work will Plumbing }� Mechanical be complied'with whethespecif" herein or not,including routine calls for inspectibngf Sign IIKr g //J/�J f Demolition ,' ,/'72 f :.) ( k.'(�j 7 Energy Surcharge Signature of Owner or Authorized Agent' - (Date) State Surcharge! i.. q-, o,,, 'k;! ,;BY} / . t'..1;»' 9— P'i1 Other • 10 0 (F;'t • Street Setback Side Yard Setback Rear Yard Setback TOTAL $ . -Use Zone Occupancy Group Type of'ConsL GrO°d1tiOPsi fig; O.e s 11.a I 1.fl i'e it 1 I el I a L'g c C,.tq,_:t•e:i,c, de U1'-i.s` t.e, be I'cart.,•C-cl Vt•s art Li t" ' be Cain; in.4.,"I cf.I t.; 90% Lot Area Vann[Site Dwelling Units Nil .S 1"''.1 I .I t-,�� � } El yes El No pins. Nu Lti.--. i at;ttet' i•-& L i:ci to I;:,' Fire Sprinklers Required No.of Stones Bedrooms Occupant Load p i 4c e:a I tt or Ie i.i II Liu, C i I I nl:3.1.I C r'• El Yes ❑No ' Size of Bldg. Plans Checked By: WHEN SIGNED AND DATED BELOW,THIS IS YOUR PERMIT Permission is hereby given to do the above deathbed work,according to the conditions hereon and according to the approved plans and spea5cetions pertaining therto,subject to compliance with the ordinances of the CITY OF ANACORTES. 0•I!.i ::iit'l Permit Issued By - !.." ?(„c:,., Building Official (Date) k!;.il,rtlr Frank PERMIT c 87 ; _ FOR INSPECTIONS CALL: CITY OF ANACORTES PERMIT 2931901 "'BUILDING PERMIT 24 Hrs:'Notice Requested Site Address 502 34,th Street NAME (OR NAMEOF`BUSINESS), Alta', Condor-Inc, , PLUMBING, , MAILING ADDRESS,- ' No. TYPE OF FIXTURE OIL ITEM FEE 720 30t:.h ,St'ret t I CITY TELEPHONE NUMBER Water Closet $ An,ldcortes, WA 98221 293-6406 Bathtub NAME Lavatory Shower ADDRESS Kitchen Sink "I U Dishwasher 1 CITY TELEPHONE NUMBER Laundry Tray ' Clothes Washer • NAME - Water Heater • , Ix Fisher & Sons, Inc. Urinal . ADDRESS : Drinking Fountain P.O. Box E3$ _ Floor Sink or Drain CITY TELEPHONE NUMBER Slop Sink :_'. v Burlington, WA 98223 757-'4094 Water Piping STATE LICENSE NUMBER CITY LICENSE NUMBER 0 Residential ' []CNon-Residential PERMIT $ ❑"(New 0 Add 0 Alter 0 Repair TOTAfFEE $ ❑Building i 0 Plumbing 0 Mechanical MECHANICAL 1 . 0 Sign 0 Demolition Li Other • ❑ GAS ❑ OIL ❑ ELECT. ❑ OTHER II Legal Description of Property or Tax Account Number No. TYPE OF EQUIPMENT FEE Lot Block of 4198-000-064--0306 Air Cond. Unit $ III ' • F Refrigeration Unit— HP ili - Boiler— • HP II Forced Air System— ' BTU/KW Describe Work ` t Floor Furnace _ - Construct 11 ,429 S.F. Ste l - Wall HeaterII Building Shell' On1Y. —unit Heater . Clothes Dryer - Occupancy Use Ventilation Fan II, ❑ Single Family Residence 0 Multi-Family Residence - Range Hood ❑ Office' 0 Retail ❑ Storage 0 Church _ Air Handling Unit— CFM ❑ Restaurant M Other Msnlifacturtna Pre-manufactured Stove or Fireplace NOTICE � Gas Piping ' ' - This permit is issued by the Building Official and,under the provisions __-" . - - ' ' of the Uniform Building Code,shall expire by limitationeand become null . - ' -' and void if the building or work authorized by such permit is not com- - PERMIT $ menced within 180 days from the date of permit issuanceior if the building ' TOTAL?FEE $ or work authorized by such permit is suspended or abandoned at any time - after the work is commenced for a period of 180 days: TOTAL FEES VALUATION FEE ! By affixing my signature, I hereby certify that I'arn'the owner of the - property for which this permit is issued or am an authorized represen- Building - 25{9,f34t3.00 $ 1165 't?O II tative of the owner. "Plan Check - 757 .00 s Plumbing All provisions of laws and ordinances governing this type of work will ' : be complied with whether specified herein or not,including routine calls Mechanical :, for inspections. Sign Demolition iI +, Energy Surcharge , :\ Signature of Owner or Authorized Agent (Date) State Surcharge - 4.50 '' Other Sewer „, ewer °77t} .QCi Street Setback Side Yazd Setback Resr Yiid Setback 6.1 ",3Ct 12 7 TOTAL sort t l't::�A,494,. a... :,w�1'i!i se Zone timOccupancy Group 6_2 Type of?mist. Y Th'i a perms t is for the Building Shell Area vacant Site Dwelling'Units only. Mechanical and R"i 1.tub i n�j permits i15 ,311 CYea ❑No 9 . are separate permits: A17 provisions • Spnnlders Required Not of Stories Bed ms Occupant Load , of the Washing-ton State Energy Code, ❑No ` ., third edition, must be complied with. of BMg. Plans Checked By: seeconditione of plan review letter Ed dated October 14 , 199,1 , WHEN SIGNED AM)DATED BELOW,THIS IS YOUR PERMIT - J „ . rr is hereby given to do the shove described ace th ording to e conditions tr.,: �ons , -� A E v�" and amording to the approved plans and'specifications pert/Ong therto,subject to \ 11 with the ordinances of the CITY OF ACORTES. 60.>%; le S 10/'16/91 r �} ,, . Issued By ,y .,' �/' I uilding Official (Date) 0214 Edwin Frank PERMIT Site Address: 5 o a 3 +h S rc e Lot Block: Addition: Permit No. Date Description of Permit 119 azma+ plo n Iggq Car respo„dence, Ictgf C.orresgonolenc.e_. tgg9r6 Underyroond Piping Tes+ Ctr-}-. Ili Corr \ Rcpor I9d15 Corresgoncie.v- c \ q 3 \\ I9.90 IN _ a i , ,. � :NDUST IIAL PARK .AIEDIIT1ON ,1 \ , 1 \ - R.__ , ° - \1/4 LEGEND ‘\\ ‘\ YEGGOr - O9P.Lfc.e eC \ T.°1.� SY/.e/—EY ,, B.Ei2.eac/ G37vV'.c./ � C.styic./L/.c%C FE/-Ce* 4 \ 0 cec t�.c5 - -'..c/p %E�c/ ire 54 mo �, \ �� z t w I(((n��� \w ` \ to .0 a TS .r.2 1 I q ‘ \ \ I Z h w @ PARCEL B ik PARCEL A v/. 37� .2 .59. .cc. \ \\A1/4\\ Fri 1 .E�=.93S.ci9'. Gsv6.87 �� •` k `X' Euc� V . I 1 \ . \ .c/s9°.+3 440-ss! N Y .�bwE.2�txE'l i .0950.2 .'r._ _—.-., , _ _ _ _-6_ S99/O ". • .r?S.P.G I : I -.CC \ SUBSTAT/O.c/ i I .y ���s \ ..3sa.oe -----•1 I •I I vie>- FE.0..G-E \ \ \ O /27H�E E N.\ \\ I 34 TH STREET 7B3 93 --- SAT/O \ .S 89 e - y' .f0" e _ .ViY/.UG> / -a-r/P/Fig 40 \` •,cOTE�BU.E/EO FUEL ,� n 09'OC ° 7qc%«'a.c'oe.e \.DTI LILI I Grxdo r - -axe, ‘ /iLSSiBGY Es/O/c rr \ `Vii S 1 I o• Q --- on orri ' P' L. I .crI , .. . ' Y, , . '' ''( ' • _ • . , . ,A.: ‘ •.'',.; . • . . . . k ,J1 ) 1 4„f;' • ' -1: 7 - 1 • Il• 1 19-----' .0. , it _---/ SIM • : GENERAL.. ' NOTE . • 2X2' STAKE 2 PLACES -,., ,,,.< . 1: )Alt construction 'and installation w&let 'shalt"Conform to -the 2000 Standard Specifications I F C AL DESCRIPTION I5 z ;,'and Standard Plans for Road, Bridge and Mutelcipul construction prepared by WSDOT and the O American Public Works Association (APWA), Washington State Chapter, and according to the — --- --------- • ' recommendations of the manufacturers of the Material or equipment used and In ccrnptiance with STRAW BAIL 86TH es applicable, Federal, State, County, and/or City regulations, requirements and, standards, including Lot A & B being a portion of Lot 54, Anacortes Industrial Park Addition, standards and specifications by the City .of Anacortes and including applicable labo•• lows, as described in survey recorded in Volume 9, page 31, situated in Skagit County, Washington, ,\ Z'r" e mrn ^ t.Washington Industrial Safety and Health Act, and Occupational Safety and Health A _t of 1970. l` ' ',21 -As `used 'herein, the term Engineer Shalt "mean'Herrigstad Engineering; City shalt neon the PAVING AND GRADING NOTES : KEY BARS =9T" City of Anacortes; Contractor shall mean `any- person, company, or organization which - - — 4' , 7.‘ , INTO SOIL in — 'performs work.described in this Plan. t. The contractor shall grade the site to provide subgrade for rood, sidewalk and swales suitable to serve the mT» ftDALGD BAY r� . � • < �J O I. final grades and typical section established in the plans in accordance with A.P.W.A. Standard 1, • ` , . 3, If the 'construction Is 'to disrupt traffic flow two flaggers ore required. One lane of traffic Specifications, Division 2. „a, '0T1'� /� CC/ 5hd11 be maintained, The trench shall be closed the same day and provided with o to rporar y < JOB. �B S I E r C^ r.' patch wlthln two days• 'No disruption ' of traffic- flow is allowed at night, 2. This item also includes the placing and compaction of fill according to compaction Method B. J2n° s 6, Compaction shall meet the Standard Specifications of City of Anocortes. , T R 1 , 1`. +4. Approximate Locations' of existing utilities hare` been obtained from available rec girds and are 7RL d �1 ;'shown for convenience. The Engineer does not guarantee that, utilities as shown a e necessarily 3. Asphalt concrete pavement shall meet the requirements of City of Anacartes standard „ accurate or complete, or that there are not additional utilities not shown on the atom which may incidental ins, This item shall include the furnishing, heating, hauling, spreading, rolling, and all other work /- ,.rH O ^O^ to fulfilling the requirements of the Specifications. ■ affect construction of this project, It shall be the Contractors responsibility t( independently —); F` verify the locations of utility in5tdtlatIons shown on the plan, and to discover and avoid damage to 4. Concrete curb & gutter and sidewalks shall meet the requirements of Division t3 and 9 of the r 'ony 'additional 'utilities not shown. If conflicts with existing utilities arise during construction, the Standard Specification and COA standards including widths, mix and construction. STRAW BAIL INSTALLATION DETAIL T • • r • a H _ „. l'''',.1 ' :Contractor shall notify the' Inspector and any changes required shall be approved by the City prior e SCALE NONE �� f nE Ga .'{ .- _ to commencement of related construction on the pro jest. - 5. The contractor shall coordinate with the City Public Works Deportment .all inspection of work. This Lb includes, but is not limited to, the completion of the underground utilities and subr4rode, completion of base "T" [T� r 5•- . The' contractor Shalt 'utilize 'the 'bne call 'System for "utility underground location and abide by the course and curbing, placement of crushed surfacing course and during 'the placement of pavement. 'reTeST L "'��1I ti W a' requirements thereof. Minimum of' 2 days notice, gilt., Call 1-800-424 5555. Contractor shall he Y �e , , responsible for obtaining `all necessary permits and approvals. ' uereitv 6. The; tontroCtbr ShalF be re5pomsibie lb glue written notification to the agencies; that have utilities NON-WOVEN SEDIMENT CONTROL FABRIC = �' a In place end to cooperate with thQ agencies in the protection and relocation of tie various EROSION CONTROL NOTES MATERIAL, 24' WIDE ROLLS < i< J J J i Hn UFEST UR �' .� E. USE STAPLES OR WIRE RINGS underground installations, 1. The implementation of these ESC plans and the construction of I" �, P TO ATTACH FABRIC TO WIRE. o W .., O ;' 7. Other 'utilities wilt also be working Within the this Of the proj#Ct, Including, but not limited to, these ESC facilities ore the responsibility of the Contractor -Puget Sound- Energy, Telephone Company, Cascade Natural Gas Corporation, until all construction is approved. et OO 7. : -'. . : 1 Coblevis{on, and City of Anacortes. 2• The boundaries of the clearing limits shown on this plan shall �.. '�I.�M ., .r.. , ,,r a/ \ i Q e • ♦...�....�d / s.j /�\. • be clearly flagged by a continuous length of' construction �.�.�.�.�.�.�.�.�.�ii �" z • 8, 11 At the junction ,where this construction connects "with" the existing paving, the contractor fencing, prior to construction. During the construction period, .•.•.�.•.••.• ,4• t '-' Shot! make a neat vertical Saw cut, full depth,' (it the boundaries of the area to I ,e removed The •� •��• �' 0,,r",:'�. no •disturbance beyond the clearing limits shall be permitted. The ♦��.•�•.�a ,1,�; , _";/ Contractor shall adequately protect existing pavement from any damage due to his operations, ♦..� A,r, . ' ti Anyexistingpavement damaged bythe Contractors operations shall be repaired or replaced byclearing limits shalt be maintained by the Contractor for the .,.�.�. ,, . VICINITY PLAN G�2 • P duration of construction, e h- g PPQ- 1 II-� e 'thee Contractor where directed and to the approval of the Engineer of the City c ' Anacortes. e 3, The ESC facilities shown on this plan must be constructed prior • _ �- SCALE = NONE i� i to or in con junction with all clearing and grading so as to 11 I ;LLI �1 = ? i t 9. All •disti.ini e+d private driveways shalt be repaired• and✓rer .replaced to the ,appro al of the City ofI —I ( l i—TII— I -TiII I - i �, � . Anacortes and property owners, ensure that the transport of sediment to surface waters, -_-_ Q drainage systems, and adjacent properties is minimized. a „ 10. 'Alt ,utility trench work Shall- confer-et apptitabte City' Standards. �'j� T T (� 4. The ESC facilities shown on this plan are the minimum • nes PT. WOOD POSTS CONSTRUCTION 1 7 E Q V F` V E • O • 11; The storm drainage System and water quality' BMP's shalt remain the responsibili y of' and be maintained requirements for anticipated site conditions. During the ' AT 6'-0' ON CENTER. - e _ • by' the Owner, -- construction period, these ESC f acilit;es shot! be upgraded as .• (STEEL POSTS, AS AL T.) _ eve needed for unexpected storm events and modified to account for, ' 12, float development'• nt' plans the based oh a»' actual fic�td Survey performed by the Engineer. changing site conditions (e, +,anal sump pumps, relocation of • r �a • 9 g 9•, add: ' 13. . ,Drainage system as-built to be provided to the City 'upon project completion. ' ditches and silt fences, etc.). City Engineer can require additional r - ', C�; bn^=' 14.'. fVo utility shaft be .back- fitted. or, otherwise covered 'prior 'to 'inspection by the. City'. measures If there is evidence of an erosion/sedimentation problem. 1. Hold the pi -conetr action meeting, _r c All paving shaft comply with the t - 2. Fence deal. , 4;tl, trna ,trurtion fencing. p g p y e City of Anocortes 'Asphalt Acceptance Policy. 5. The ESC. facilities shalt be inspected doily by the Contractor NON WOVEN SEDIMENT CONTROL FABRIC ? > and maintained to ensure continued proper functioning. Written 3. Post a sign ere. el.e• , eittei. t- tee. 1 ``C sur,�r visor, ` 15; All ra.eriat 'testng costs shall be paid by 'the contractor. • ' records shalt he kept of weekly reviews of the ESC facilities WIRE MESH FABRIC, STAPLE O' 4. Install cats+ t cn. 61.p+ r-:1 ',.a' 16: Delineate Units of construction using orange construction fcfiefng. s;.t ir. '' during the wet season (Oct. 1 to April 30) and of monthly reviews . r " ' NAIL TO POSTS'S REQUIRED TO 5, Grade And it ;.,t.,h .,c!�nstr uc liar. Brit unc as si own on Cc', r 'q 16. All underground iron netalk piping shaft be covered with tracer wh e. during the dry season (May 1 to Sept. 30). SUPPORT FABRIC WHEN IT IS TO BE 6. Install perim ter protection (silt fence, brush bottler, etc.), °• ° CO it' v' r; ., , IN PLACE FOR 6 MONTHS OR LONGER, 7. Construct s, rdiment and traps. feei� is, . 6, Any areas of exposed soils, including roadway embankments, ?,' pondsp • STORM DRAIN :NOTES -L' S : that wilt not be disturbed for two days during the wet season or 8. Construct. s•arfacl water controls' (interceptor' dikes, pipe slope' drains, etc, -+a ) o 0 seven days during the dry season shalt be immediately stabilized BACKFILL 4'X4' TRENCH W/NATIVE S� b simultaneously xith clearing and grading for project development, _' :: l, . All corrugated polyethylene pipes (CPEP) shall be' swn nth* interior 'and manufactured from high density with the approved ESC methods (e, �Op a. Grade and -.tabilize construction roads, • `r' e'• "polyethylene resin which shall meet or exceed the requirements of type III, Category 4 or 5, Grade P33 or Pp g•, seeding, mulching, plastic SOIL, AND ON BOTH SIDES n cs e� ,. covering, etc.). OF FILTER FABRIC ON THE �' ~a P34, Class C .per ASTM D1248. In addition, the pipe ,shall comply with all material, and stiffness o 10. Maintain et ; slam control measures in accordance with King County Standards rend SURFACE. manufacturer',s < recommendations. requirements of .AA5HT0 M294, TYPE S. 1998 S.S. 9 05,20. Polyvinyl 'Chloride pipe (PVC) shall c:nform 7, Any area needing ESC measures not requiring Immediate - - .f1 ` "to the requirements of ASTM 0 3034, SOP 35 for pipe,.up to 15-inch diameter.' Use sand imprec;noted attention shall be addressed within fifteen (1S) days. ! - 0-�� �'• 11, Relocate Su'face water controls or erosion control measures,ds en install new t',' • collars of all manholes on PVC pipe. I — i i measures so that 05 site conditions change, the erosion and sediment control is Q 8. At no time shall sediment be allowed to accumulate within a I'Tri r • ,�' h 2. All fittings and accessories shalt' be manufactured and rfurnished 'by'the pipe supplier, I I -m- always in accordance with the King County Erosion and Sediment Control Standards. 3.,• Atlstorm drain pipe shall be' bedded' with bedding material per City of Anocortes Standards catch basin, All catch basins and conveyance lines shall be h--, y.> - !2. lover oil areas that will be uneorked for more than seven days during the � ,� a' cleanedprior • to y paving, The cleaning operation shall not flush y. dry season or two days during the wet season with straw, wood fiber Match, •, or 'A.P.W.A, specifications. Provide tracer wire and warning tape over non-metalic pipe. 2 feet Q if;' of. cover minimum an pipe for storm drainage. Cover SD sediment laden water into the downstream System. • '�` 4' compost; plastic sheeting, or equivalent, • P Pg pipe with 12 of sandy material. , 9 Stabilized construction entrances and roads shall be installed ,. 13• Stabilize oil areas within seven days of reachingfinal rode. , 'f: .' , t., 4.:• Footing• drains,' roof down spouts and curtain drains •ore to be connected to the storm"drainag•' of the beginning of construction and maintained for 'the durdtlon - - Y 9 �1 y i4'" +:'.system or swoles .as shown on the construction plans. Drain pipe and fittings may be PVC D3034 of the ro 'ect. Additional measures, such as wash y 14, Seed or sod any areas to remain unwor•ked for more than 30 days, ' ere - l . •SDI 35 or equivalent per the requirements of AASHTO M252 for 3 through 10 diameter. Ail fittings p J pods, may be 0 shall be of like material 'as pipe. All .pipe shall be suitable for use as a gravity storm drain cond .it. required to ensure that all paved areas are kept clean for the 15. Upon completion of the project, stabilize all disturbed areas and 'remove BMPs ;r '': .. 'e••• • i ^ The end of ail roof and footing drain stubouts shall be marked Storm Drain on a PVC pipe. duration of the pro jest. if appropriate. l� o !e - "^';;The marker shall extend a minimum of 36 inches above the ground. The portion above ground shalt 10. Any permanent flow control facility used as a temporary SILT FENCE DETAIL be labeled with black letters. See City Stnd Detail, settling basin shall he modified with the necessary erosion control :5 : Catch basins'shait conform' Type I, Type It or fntet`t w as 8ef{ned in said A.P.W.A. 'Stbndbrd measures and shall provide adequate storage capacity. If the retie . yp YPtype facility is to function ultimately os on Infiltration system, the - CC� I�_TTACTS AND NOTES i . 1., Specifications and Standard Plans with flat top frame and grate. • temporary facility must be graded so that the bottom and sides �' ;'6. . Th6 cast iron frame ma be locrd flange down an od'ustrnent blocks in lieu of recast collar. The',." ' . y P 9 ; P are at least three feet above the final grade of the permanent MAINTENANCE STANDARDS 1. ESC SUPERVISOR - BILL WOODING (360) 293-7332 < rnsta0ation of catch basins shall include final adjustment as may be required to finish grade, instcllat;on facility. BEFORE ANY EXCAVATION CALL - ONE CALL 1-500-4P4 5555 N."' ,' ',Within the 'paved roadway Shall be per city of Anocortes Type I C.B. with 18 barrier curb detail unless r,. :'Specified os a thru-curboa inlet. 11. Where straw mulch for temporary erosion control is required, i, it shall be applied of o minimum thickness of 2 to 3 inches. 1. quarry spoils shall be added if the pad is 3. CITY OF ANACORTES PRE CONSTRUCTION MEETING MUST BE no longer in accordance with the specifications. SCHEDULED 7 DAYS PRIOR TO STARTING WORK, 7. . Cast iron frame for type I Catch &ten'shall accommodate a 20 inch x 24 inch grate. 12. Two weeks prior to the beginning of the wet season (Oct. 1), 2. If the entrance is not preventingsediment . . 11 ; -8- ,'town spout dra;ndge systerhs 'and easements will remain private with 'Olt operations and mainte once all disturbed areas shall be reviewed to identify which ones can from being tracked onto pavement, hen 4, PROPERTY SURVEYOR TBD r""+ f„ being the responsibility of the owner, be seeded in preparation For the winter rains. Disturbed areas • ►-"i .;. P P alternoGve measures to keep the streets free o/ CONSTRUCTION SURVEYOR HERRIGSTAD ' NGINEERING C360) 2c3g=8904 .�..� ' ' 9, The shalt be seeded within one week of the beginning of the wetmayGAS & TELEPHONE PLAN WILL BE PROVIDED BY CI) ell pipe located in the WSDOT R/V shall confer -i=114 in the DDT Standard' Specifications. If then noplastk , ' N sediment shall he used. This include 6, ELECTRIC, CABLE, s used, ADS N l2 or Rancor' NI Il Is acceptable, season. A sketch map of those areas to be seeded and those street sweeping or an increase in the UTILITIES AFTER APROVAL OF ENGINEERING DRAWINGS. "CD -b-� ' • areas to remain uncovered shall be submitted to the City N dimensions of the entrance. Engineer, The City Engineer can require seeding of additional �Op4 Sp 3. Any sediment that is tracked onto �-4 r �` areas in order to protect surface waters, adjacent properties, • G �� pavement shall be removed immediately by ' . ' , , ry-4 i/I ?' or drainage facilities, vh�� 2p� sweeping. The sediment collected by sweeping • ' 13. Seeding and Fertilizing shalt meet the requirements of Section s \ shall be removed or stabilized on site. The k Ck '' ; 'Lig icing plan - to be ' proAtia.e.d by Paget Sound Energ� . g g q �, F „q r • V 8 01.3(4) of said APWA Standard pavement shall not be cleaned by washing down o Specifications. / the street, except when sweeping is ineffective e r� ..I�•� -4.--) „ I ''•" AND APPROVED BY CITY DEVELOPER TO PAY INSTALLATION COSTS PER SCHELULE 52, OPTION-E. • and there is a threat to public safety If it is •w __ necessary to wash the streets, the construction r•,, , , . I ' , . rrs of a small sump or pond shall be constructed • - ,i 'y r C t } >t r� O T f ' " A7rit*T 7 anddthe sediment washed into the sump or t \a ✓ ����� 'SCHEDULE U U r vY 1 lv �ar `� _® ' R 25' MIN . , Any rock spellsthat are loosened from the SsroraA LNG •& pad ad rend up on the roadway shall he�v R'E'C E 1 V d ;,r f . • notes Const . Details0 removed immediately.• XFIRES b/02/03 £ y 242001 C 1 Cover Sheet Const4" - B" QUARRY SPALLS 5. Refer to COA Gravel construction Entrance . MA SHEET �U. C2 Site Plan & NTQ C P - detail" water washing and maintenance asE�I(��'j 12" DEEPconditions demand. _____ • • C2 Situ Improvements an'd Storm Drain Plan • MiN PROVIDE FULL WIDTH OF , Nate WNCRESSS/EGRESS AREA APP OV FOR .ONSTRtiCTION 1) 100' minimum len• gth. May be REV.: — 'reduced to 50' minimum for sites with Al 'OW ' • JOB :v0: 125 less than one acre of exposed soil. fy - ATE: Feb.FeU 19, 2001 IT ' NGINEER DATE 7 1$ , Ip j /� I / • S(ALE: Noted .TEMPORAL Y CONSTRUCTION ENTRANCE DETAIL APPROVAL EXPIRES ONE YEAR FROM DATE NO�'i'+ DkAiYN: D. FIRKKIGSTAD 2 , • • • N. T.S.. CHECK: D. HEKKIGSTAO `� ;s y a ' x -,,• Y > i 1} , . . . Re' . SHEET 1• t� __, - , , ..„ „ ... . 4- . , _ . . _ . - / , Lin 71 ' SS 5/DF ti . i x PROTECT IN INLET l._ -if 'J l ' �(' G DAM . • / \ ` W/ Sf4ND�A Gpit e ' If NC E > GA / • RIM ( JIJDC F'!,F'pI1N�i 0. ' ACCESS ROAD X SEC B B B O SDCB _ _ EXlS7 SSMN ��- wp / IFV. l09 P(1WEK c 1 X !h'V. E l!=�UL52' WI 1�J1/ FIAT ELEV= 114 D5 R ANI I APY • '' } 30' ACCESS AND Tl ITY rav fcfv[auR eTh Exl,�r 5 [F 12 sn v U L EASEMENT 1, 1 r• m. N. c, SLOPE E ^ER R� \� r N►DRANT a VACif "'' Za - 7/ - - - - -- � EWREPLWALKfNF / 17 1 74221 -- . ` fLEti!=1Q65' P x ' 20' ORAPTI FIRE ACCLxs ROaD EXISTING EROSION CONTROL scwEP `�- _I EXlS7. WATER FIRE NyD N 110.80� SILT FENCE OR MA F I /r BLOW-OFT SILT PkoP SEEDESIGN vfrA� B-e 2� ^ — ,/ Ir la�s' ) O_ HE)` BAIL DAM PV PROPERTY UNE SB95940 E 4f,�'99 r r r r ' SLOPE S8g•,� 0 PROTECT INLET Sn�� - , Rioj. • I M I 1. \ POST fir n Y - �...��. 3 Q <r v. 3 ,.' f1.z ILEZdh2 > 006 t 1,sx to 6'PticROOF1\ ct., ` TSDCB \• \ 7YPE1 CBj1 �ASPN4CT f�11,�m a. �LAlP�14G,_ - r,C' 4' i DRA/N P1Pf \ 1 / ] ® \ RIM EZE1!=1zs3' "+ tAv Lf B' P4C sD� cf/R13 I /'r `� 1x SF' ;8 "� d \ wrH2 ` �..., _ \ ' \„ 1 SCOPE = 0.5X -rtl WI:V P� VW EZEV= IZJ.15 oa DUlLD/hG6, �' WMLT \ SE7B4,X 1X 724" - - 20- — < - Iv ` 60" CYCLONE FENCE -�, �J' l \ \ . ROOF DRAIN �`� c> ROAD SURFACING 4 INCHES CSTS 9 039 (3J \� v'�°°I �: _ 2S CLEAN «2- 20.00 -EX>fa1D FENCE AT �� ROAD BASF MIN 6 LACNfS RAl1fS7 9-OJ9 I "' ' o '-, • 0 CORNER x\ ( BACK FILL WITH *1 TOP On SLOPE u \ SUDGRADE COMPACTED TO 9S% PER CCIA STANDARDS 2 063(1) PIT RUN AND TOP - OF BLDG. RIM a ,=125,6 1 H 124.10' 0 ECOLOGY BLOCK 2'X?'X4 - [± !! TSAL DRIVE '"Z�F 1 • 10 RFANOR EAST \\ 5 0%% M. MAX HEIGHT OE 10' 7 - - BALitFill VTR WELL DRNIIAGE I c,j �M189.65 \'lri , i \ \0 GRAVEL PR RUN — EXi$T/NC• PAVED AREA = 45,800 SF �\ —`- A " \ t \ \ 20' -- 61 m_ SOIL REINFORCEMENT E- c t o \ 1• ✓ r1 WITH MIRAFI 140N �11 G • • \ �a� �q Q" rA \ yam/ MINY GEATEXTILE OR EQUIV. i c /� l ,,. t \ . /i KEY W 1 RN: i r \ f EX15T HAZARD PARCEL p \s ' 1 : ff :: IQ '` ' _ it• .{ GE UNITr �R�L L DcSTRPEXING •3669 SF. i N. \ EXIST DUMP5TfR 'EMI tie*boor: liZZ I NOW SLOPE IV , 'P —�� c� ;: f; COCA,TON >cuRg Rang n NtlR1H CURB - p17EALEPIAP SIIACF I F(APMfR RAIL CORRIDOR iD /\ _ S S" �� \\,„ \� GRAVEL ACCESS ROAD & WALL DETAIL SECTION B-8 x35 `�` 4 34 CRIOSS SEt TX>V A-A I fX7ST SSMNc ii?9.66 J { 'Lf B'PV; Cv RIM F_LEV= 109.57' \ \ - - W .-4 C-.i . • N J --- TYPF1 SYdPF�'1.SX B INV. ELEV.= 106.77'\ -.•r; 8 I RIM EIEV=11Q56' PAR EL A t� \ SWALE; NONE o c. \ E1EY= r2?59' y 1 atr I r V EXIST. FACE OF "\ \ ` E • exlRuofn rune ' S PROPOSED SAN JUAN t / y �� EXISTING BUILDING =s?6v' COMPOSITE ADDITION I I, ` 1 LS O Rik ELEV / 1 \,.c, \� -, B �q11dN 1M! f .= 1 44 ��_PlP17Pt?Sm N = 9 51,955 Sx \ i 'fir, \ 100. 7 i PAVED AREA = 24913SF �, IL, \ L — BLF9' 11 S OJT - EXrST•iNG R(JILDING 1- ^ \ Ll79q E Y •is + �, 1tJTAL 6000. AREA = 11,500 SF I BREAK s ss Latss R1935GNCD OFFICEAREA = 900SF g i "" - ' TO EAST OF NFw B!l EXIST SSW 11 4. . MANUFACTURING AREA = 10,600 SF 'l„UJ BUILDING ELEV.=t28.0' 6rnrbntC sE78AGyr AREA = 51,50p SF- i 1 , --. -- ; RIM ELEV.- 1:'t,4:'' \ - i r, \ _ ' • � MANUFACTURING 22 a2,66 NV fcEv- 1n sr \ \ E 2,537 S.F. DRA�v �G, 3 O. ' TOTAL ROOF AREA 25,037 S.F. / sri Off `/ ,.. i 1 \\ •`; _ �.' i 4 f !FLOOR Rev- 133.42 1311556'] 128 831 R -rz& % .'ter % • % rn 111 .C- 3L V.= 12/Kts .95' SEZ'�N �� \•3 ELE _� 127.1.5' ! \ B�7PRIER FREE PARX/AG' SlCNAGE AS SET BY OWNER I , I' F ~ a L _; \ \ R wAC 51-40 SECTION 11071 •a F _„ d FACE OF EXTRUDED \ /N,exrErurf sr► ) l I SILT FEf�CE \ ` 1-7_,,, o._, ce, tr...„ ,_-_. ci..) ...„ .4 c.....i .....r... , , . .. ` r currei— ,,,. „A - SEE 1YP,�Ar-SwAEE �RD�IO CONTRO AT TO OF SLOP r \ "" �. . . . �. , ,_, oast.. PLI! at 2. 1 96. ' ; ' ClirSS SECTION A-A _ �/ SILT fENCE OR j \ `M•f PUMPER CONNECT ' _ \ , ' `w/ sroRz FrrnNG lyi . 1 `i 39, ad _.-ax-X 49.. HEY BAIL DAM J \ q t Y 16�12 69 C Al .II ! TYPE? • TO 170TECI' INLET; ° POSER \ �. �, ly�w '- b >�'tF Tr PVC I _ ' w/ OIL A SEPARATOR 3;`E � \ \ .,.;„•� :cATf ' J >?e, , ' i SLOPE s 0.5X 3 SDK�B,ttD , i RIM ElEV=f ?' . x �j . x \ ' f o. GATES ��5 • 30' i 30' Rrsl} tea' �'�12� x, SEE h�iIVN A t \ .:�' .\ 42 45 1 FORMER RJM fTfi!=12iL5' SLOPE _ .5x" 60 LF PE ?x lYPf11 \ �� i !vv.. OUT a t2C179' 79 Lf SW41 SLOPE !X RAV ELEV f195' \ r"A o, a�wFe fxlsTln`G SW939'40� 394.0B' gip/ , � @ lit SWALE END INV. Elf1!= 11d0`; ( ; - � n � AC" /.; --__D 111 (f 1?' 4 � - r1 � i f r.,; COl i't ' .I , � f\ \ \ ,, AEIfAXT P017 E ?590'SF f SLq� : 45X 441fd 1 \ � s 7Jrye. -s6 -- R,0' Et 118 04' \ ( r t) -� .i ' API _ I METER- - - - �� r - - �i - �1' INV El 17,150' t i _ t I\ \ `- {'\ �..�4 �-.•dI P / \ F . . • 11t N57TION (2 Pi) -� O SIP T 23 Lr 1'1'SD :i,�' t T. - r I. \ I ° a tc - SLOPE. � ,0' ,4 LF J?' SD q.. PVC sG �1\ \ • a- ;f' c� NEW 5 SIDEWALK SLOPf•1 3?X O a w - - L eat SIDEWALK CAAASCAPI ,:. 7 17H.75'� I] NEW 35 CUla9 CUT I1G 13.4`i'' OF ' '' 1' '" -- { i cy s oR AB4A71ON 3951 sr I SDI h o c `�`�^� _. J DF TH REiaVE ARID RE>;<rAc al I I ,STREET AS STR T S1AElT CUT \G<� ED 6 LoAtc DERAACK RE«,1R1 D T fXIS' t. f :,, 1 I: '; �, I -= e . CONSTRUCTION ENTRANCE P+` R/Af ELr" ;77 ,e' ) \,i Lt - - °.\� PATXIN PROTECT IN INLET i 7N',- Oli r./1.51 = 11 s 1 / ^ t 't It as SEE DETAIL- SHEET C t W/ SANDBAG DAM "� \ ' —�wv - , I ti — • �- wv — - - - - - — — — wvBWAER — — ? �' )1- -t I >--( I ). 6'\8' A.C. w —'' —`' �_ ,, . �" i d+ WM i-$B wM • EXIST. CB — - - — _ � + / •, - - (�I RIM ELEV= 126.38' B - — C F st - ,.••-A �1d rm.° INV. ELEV= 124.98' • Q SIDEWALK REPLACEMENT I • ' :::' ';' t. •. I REMOVE FULL PANELS, SAW P-weS "'"` `' I' 1128.751 PROPOSED GRADE ELEVATION CUT FULL DEPTH AT EXPANSION G ,.hq'i I.- i5 ;INCGr 1U1 ff! Li v. JOINTS. I = % 30' bIAM SC1L:D LID' ? ROPOSED TT�j IMPROVEMENTS JS > SITE 1 E v V` J '' bye• t-4 1411 alFROWN HOOK , / 1 d t �m rFOR SPILL CONTA1NMfNT i� a1/ 'A" t 4" ' d.✓ t`` U LADDER RUNGS y. � P ;•, ''; ��� 3' X 090 GAGE SUPPORT BRACKET "r„ - '� �t. tot STCRC� ar` o��.t I / -�• ANCHORED TO CONCRETE WALL S�ordnt LNG • ' : - MAX. 3' SPACING r • CtEANf1UT ACCESS W% (f SHEAR GATE AND HANDLE TYf' SWALE SECTION A- ly€• , WSD�N DM PLAN BW3/ .— IN 7" CPEP SD I r'IRE_e/02703J - 2 x _ HET., �i). SWALE, NONE . ; -�— �� ' �� 2' TYPE 2 es — �PPROVED FOR CONSTRUCTION F�,v•: 1; DIR/WATER SPILL CONTROL GRAPHIC ca1,F �� ?����°! DATE;: Feb. n, I,(II SWALE, NONE o . Is 30 _ pro r�o CITY 'iNGINFER DATE SCALP,: 1' =30' ---- APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN DRAYIN: D. HERMGSTAD !n r1.J,r I • ('HFY'K: U. I1F;PRIGSTAU 1 inch 1 - " 1t REVISION B Ma 24, ,2001 o � .,;,, / SHEET_(‘ OF-e-)_ a'I, y a:,,.r.` , 5,,; � '."$''': Er,,,n to , ,'r' ", , . ' I +fs 'ad^ a 'n r a , r ^w K,4 n L ", , Yi n 4.; ary 5,',� g "r'' ^'tin « y, "', yF'9' ) y x x {i*r C N 1 ,y a �r w, irl Rw'Yb r ..w'v1 to �: !}?, ; Ff 3,, ' ' k , t 'r r n r ,> 1, tLAt ., ,s,�' lY 4 "' I i, ," �y y ' 1 '` I 1, t �e,t "�x�vn'4db r��7 q,,�t"+ t '" fi'f lYt ai `' a�l�e'' "_ ' qr rf 4 �, y,, i yFt, ` 7tJ , nh R'� ) q i a y�i n M !" .t a W b �'r,�a+111 I' ks 43,4j�'1 , ; rl. kyd a' �: '";.i�A, �is'Ji°d•w'r�. ;S , f a, A�.: F,a,Yi, '',µr ; r t t, ,"n' by `• ,'I, " , y , a°1 'y � J k - -• tars 'r .lid a'it �"'t Y�rf}.`Sr�'d,y„tt'*?t"rR+Ye4y {•Kk 1)rih`•� s M1-vv`VVV -- ; - ,, r. I \ k g y'.`r '. SS SIDE \ \ -. I'6, , 'YieyC" 'C' !i' t+'. QA. i I„&r, ehP,,, !by' at ' t`'t f.n, z i ' It I�w /_ n, ,'' nr,rs 'ce ,' , ,� c gt -,r6r a $!e ? A '«' Ni�"t''7' t @ it rq r^i \ '�v s ty *'1 . k a { K r •d f ^ 4a, , .y1n,r„ t•�r Ew ,Yvl iT4 t 4 r `r,a' >.7t � ,,mt}it { Ld b•''is7i b` '3 1' Vy' /^� 1_11, Ne d ., tY. 3tir'i r^�,�„h 1, a't'A".k'z4 �b-,rh i�`ate*i r,r rl1�rtr 'I ' `Y• ��0� �1_n tx� \'' S ., ' t r it 't, s r p' 1 A F, yix" d k Y+ P "ksYu / ,`'�^<'� &I'r d ;s4a q"� Ie r .M1 Y ;+ 1 y,' i \ �O y' / RiM E fVCLi >*�e�ir, d`'',' i r� w` x}' k N,4'wt a, ,t rr #t, Sr,F !tit+ t �IYS v sg '.°. 1 t .?"Vv,i at „+a is ru" yr , ; d ' ' Xr ,, �4 / VFrf i?�'r'tn v `v'r,Lt 'I- t z e 1 }�x tildar n, ? i{,{<T+"„sl u,. r i 1 `! A"' "a 7h se"st '-' n,Sv°,� *y b:' a .f . t �r r (.� N,;, e , - fxlST ,SSMH / {\ ./ 1. i)U h',' w r",, "wywCt Y �' wk+m 5 ' }yn r" � n , !' > '`; , ; , a -�• ci11F i1fAMMAM RIM fLEV = 1'14.05 / / e NV f (f 6 0 ' .'? } +T' ck' ,5, , a d,',a,$ ,'� x`�, 6' PW SS S/HE EX/SL SS SIDE NV. fCEV= i / \ �rl� <s,r :� ,,{ ° 1 4,, , r i t,,;4,A p(�/�y /� A ., _ _ _ _ _ _30_ACCESS AN© UTILITY EASEMENT, si[ rwVt =Zx - - - - a� �P 111.x2' .. bt dl{ i 9 {� 0/I�f/ & �+.+ !!�a' _ - T _ _ - _ _-(X- O Imo_ �^ ! "tyjF \5m•) ti+ h5 r'4"Ok e•SI Y"`"` ",• " T, -124,_-. ..•?�, c> • r t- 1 r•^�>, ` Y ';i ,r}'} ax q. a .'' `t r I Y ,1 ,' I __ - /Y 3r,w".`� i' `r�'13h,+�A,MjIfio. , n- P `* t � Iff & /� �. . � £ IN . kk K EX15t xIST G �(� ti' {$ �iC Pr -', K r` y, d flirt 115 ter a,by t r i, N •,` ; ve Ni . , �5!F. ^� r ` � <V' -ifL � CIM -,7 u -1 Exlsr WATER FJR£ HYD `' (\ \ Y3 d. ___ W-OFF�/ J 14�?5' j \ \ l vG� PROP' �^ PROPMY LINE a IN= IQ D sr on,RS � �' bi 2 ela0w I \ yt�.'- %s iai. i ♦ iii rr." rS,'-,n _ - •� ��qq 'tr •`� 'r /�,,�', • ''�,ar, a+'1.^ -`e,. bra-n.s,.- i ,c.r }, _ r� s t , t4 : !i� s;' +T,.. tP4t ` s£�.rE� + .M21�WI ;RvY. '• r'C ... 'i x ., , -f, "”- _ ` -�\ _ 589'59 401 _rTi ----� . � i. ,; w'. v tin "I i" ,} *,. �' n I' k r7 T i .., ._ .,... ik -- r `[) . ar .'S„u v„'^,'�'��. .y ,..k, f ?'!' ti ..�rY"r!C' .,*,s, n'�., „yy - ..,a .,. a, ',. L \\\� ___.--.r...'� /' .v t' \ R qJ '.y,rT -. ''Agri, l`..il'. . .,P:rFn !;a ,n°r�,. r,i= '� Bi", txi GG w,v. .i rr 1 c -114'' �../ r c - v rp :<, r, :},,;, ,'T 8".', x if`'I Rf,`-n. .]+t NIVI ,I r,:Ar f-.. , ,'t, , -116 --'� ` x • •.' ,A Y.. ��! 4 n._a ,,•, i #:'e. ASPHALT CURD f -i ._ --' >,, a , hh!, , .r;ili1,_ r? + M+ ar !",: + a. , s 117 Q 1 r S r ifn , \ ,. `F `7'- ra „°1,e <>{., ,i, . 'r - `x :r>' t 1 '.J: ,1C T4 rr^. v fypp''�u 4, • r'fi. ' $, r •1 , , i ', , , �- n 1 — J _ _ _ r \} �t (�y1 {�• Zi' r' i• n, . M r. •�{: xt N .,y{. 1 ; t +fij',',\ R _ f .f 1 /�C - r.� 1 \�(' \ '�?}' }.,� • 'p i, M 5:1r #� n.,1 -?',t •»rl. Y.', li" rxE ,5 rq4 S4 {y l,"' r:A;,, i...y,, ';� {.- 12V \ � .3„ ti., , -{, ,,A, rY�Ji 'Nr! :,i •^ta {{� :i'n'.A".'!-rt r":b^' \ i. ..(Y„” .g F r-/' _� ___'— G \ .'(F':�' 6. 7!' °' .. y¢,- vk ' .-riL^Y"'y,,i •- " 6: r , Y tly-r, j , •'r. �, . rt, I 122 -' - t'Jn ♦ �, „, \ 'A v,+y, i ,I, g• 3 ,,,f ,,4 l�k 5,✓ f• '.1. ", `'Kx.v'tf,"^`:rr '.\^r Yw q rp •r "r .,s ` _- _._ "•ra��. +{ kyr ^ i. s Y , i" T , '�.. o y, .. ,• > : ",„ r<r ?X 124' - r - /� ,.fit. , r'1 `t. ,:it;, Pfr' ro t, �}*%,�'a,:jr°'+Isr, +iii tawtwy?4;`t �,a t ! syr r : - pyx,,' t' -'a•r _ _ _ \ ' ', {yj3,h',!'{57� h A 3i','^rr' r ak'I �p,d' TIpl�'Jn X. Sd' r''p r'"�'4 4 r S 4 `r r'i ."�. ,,,'r` -',yt, i,i rr, r.±�u v + ,.lh i T j�` > •,� 1. �w� �y� M I �'rY\ ;; Pr, rrf \H.,'Nbt � 'v./,A , r rW�*F ,',,ri mal ,SYS y, 'i '�'.^. '-at X _�., r r �,i,, 111, 1 , am 'X \ </r�.t.'`e`,s3,"''. L a�`.SI fi .;�w P.�`p. .s I' '. I're x"rv,'>,•;},} i", °w•a�j 'i'a n' •'�}{p.+� {�'a �'`•' 'i' t , I �/ \ "rNIN, rii'"\'1°e yss. ' ,h'9n^ pj '" .v1µ LS Stf !',, rr, ,,r ','C «`tn'4: nl t IT.`I .,' bwt�' s,tr ,r L_ \ ryt ) ; , t',b • ;r^:3i, } 4'' r1;6 ti>, :`; , , Y .q a ,, ,,' Se C dN'.-✓ \ I .; .� yA `'3 r 1 K Y�7� +,:r n y . M W! Y.� r fl ya " S "4 y S- p+"iQ• � T N< ,,', np. 1 y44yy Y'"'^�Ff'A- „v,1.��4 ,d.'•p r'i Y N. �j' �(y�{/�{ fir, ' { Ld. I� V af'I'�.rb;hftr✓ '1 G , \ \ .. t rr'._ _. �. .' ' N''r.�''4' %, ,*3,A`rip 1 `F rot C l y �, 4 + •fi'YIJR'rY1LT fl', t•/ 4 � ,,t�. ', -r�, - "..4x+.! Y i , t _ \ ai'' i'»4 r �' )d' 1< i'' -r a. "A t ire t, k" a 4. 'R',X" ." r i i ,I, Fe . •� }6S C: r rt en 1-/ \ {{ ¢'l {>.,:, d+ . ', , 'r , , Ifn a���r*@�, }�4� dr EAST „.�,t '+yjr 1S tF ,! r,*'t'1 h t4., '4 P^ s,l i,°4q 41,,11,,.}x1 R �,s _ r , i , ♦ y d ` ^'S' '7)irx �l �r <,y f 'A Lt Y,. J `r. x� " 5 M1r �`, ' ' �1+v ^T, ck int A,i,L°�) "'e`f, •ir'�+A; r 'W �"'S lr °i' ` A 1 tr' r5y+'i,{s:'�' r ,,t N9', e :5'{i,vi 1' ^,,\+ y o- 't i i , .S ti„ li M"{ l ;\ li-,A.4tbi i ,� �'a ls$`�.+ '',>7'i'sf't }i.}n " pa'N 17:(,» ` . o a \`" �''�.v N, t li''4'''i" i. �Q1 ''�'7 I Sf',, j+•l S,,,i IT�hsU >13'7f -,j Y fr ,v1 l"" 4' \ f a' ,4 r •, b`1 rl E. .1J �,,,', ,f bi �:, I \ \ "• , , Y l rT al „i.e,f ,' r 7 r '. , ,r e,7-, t%fF 1� I , /� { ` :t \' / v I' +"r F k .lip5, i v�` i,r, sir' ) t i �+. a ',y 'd t', °'` 'r rr, r r y v ak`s..yjs }y 5t fl i r t \' ) rk t J it rt!3}r'^I�'��.i'2i ",� dtx)'T' 4' ^C,'rh F.A y �� ^ (/,� R v rr �i'kh _� r(.VN� ilil.yl�• 4a�\ Y 4y m4 t f E „" )'!t ..�' ij/rdR±R q� 7 ` "1 A,, '/R / L ply \ —� �l \ ,r i Y,t, Jt , ` J , r C 't �r r� s.i.i �eavf e"4 % i"}. +, , b ..$,Y, repka.�y"' k, `}i: \ - - i , +" x, R+' i r 5 1L G t Nx J W SI \ \ FAD Ae fXJRla1ED 1 7 r - ALGNtI" �tE fl7 ,� w, >+; A M,y,<LiL�rrA�a„t „! "F,�4i'e§r aro 'qQi Lv'�, �It,, R, r s', r'. }r /a�qw+• AYE. \ /,.6ty'' R _ CU�6t AIE�p1'E', (�IA�i J " ',4 '127 ti's rP 'y ''`y{fie-i, y. ,F''r't�A Y d"4,�r<V F:'d"' ,Alyn s fya �.�1 r^'�; ). 'v j I N i . ,. ':`)I v�y��.o�p� y[ „ G5. I+r rs'y„ , jy, �. 'x � ci a ''-' "f' O � �/� i&, kntr',`, {'S' av'Y { i°` ra f"1tiP, g!'rt53't,.`�.•4 4 'F } 1 r 3 { `� J I fxLST SSMH v l • a. , �l' jF , N _ g R!M ELfV = 109 57" 1 t jv« r' ' 129.60 ' !NV ELEV = 106 17' I {{ k V { • y ,{ w�(j 1 }ITt r.r' r.A,r Ya ,r f,Mf !.• n,�F'f sir 7 .-•--,—`- ` .2Y , N PAR:.A �# t ''i'h,w:.�°S F 'FEL„ %sdi Y,'+"rk,Svtl`cr" )�u t�A{ir "y�tti' �f .t!'rr- t5 , ':'.f, x i \ �f. rr +,•a;^'4itZ'1.a,! ,.♦.rn fid.. tyi', If'Me^r y'� '",i "4.fs<, ss �l. ', 1'rw.rY 1 � \\ t,•,. ,« � \,a , st.«dk I ,t,, tnr y :, , `` Lxrsr. �Acf.4F ", PROPOSED SAN J!/AN I i ��� I �\ EXISTING BU[LllING I T' j?, i 5 ��ry'^.t4 '� <^' '^"..`9i� 1,�.,.. h"�t/ 4Y !"r, 3�,Rq,3 4 l/^.,. RVV4D WJRU � /� �/ c(7�' �/] /�/� / C: l i'c, dn' + ,2 , / i}9 q,v)'h{`"�p1 t?'x ^n,a+tv ",°„'j "^r TtS;•: ^� it r fioA7POJf1G RYJDiIIVN �' I `� Il` t''t i l ,� w. Xf47 , �.Y,�a';�i, > b('5. ih'4,'`T, ., !r'r,_ r r a' t s J�!` - �(j�/�Q/�(,�/� /�a� I ( (�(` f 4 y iJ'' yl/ �r��A!}.,- Iy�ry �'y('•54 Y, �4 ^ 'tA " r,'� f' ! ,� ri1/iINC// /C 0A5'� Jf \ir - /' ' <S i 'r: ,r„T„ ;Aj,',rieR',r ,v'f"'>'' rP hS. . }4fni ��}ve t"sr--+�-�1+�'+� �/yt��• (y� rhe �•�• .. I \ `\` 1 n Z, 115,1 -f a �,f' ,{, h r v 5 %.� !{, 1t I ri - i a', " ^'k s� ' \ �. I�.Ky/���I�G IAL I _ �MT� JI � ��r�y ! I ` 1 .f 3YTt4° J ,P� vh'tl ,i' .' r, .:.t :, s __ /vrWs:/ �i%%I t W% - ;' ,114 r # '` k _ r' X %. 127, 90 ^,1 „ _ _ GDF �LON BUCLk1U^ ^ '. T — i — I YEO B ` 6 9� 12J� F"""""` ', q „ r 1* Lt r yL1} i T/Alt•7 I,IRIt,. '+'t <; 7 , ! ,r ,'* r M I, i!/II�IPE�dEtflOPIEM R� i9lx� 3y ya, 61ST - ��at8r a +'} i iii y ' �., y f ar �" r +ia ` ?i� df AEM �y(p�C - ' `fXl_ ' SSMH ! " +; .,� r�1 5,j*(lrwp aa,• 1 ^ l . s Its% - 5= / RIM CLE ..= 11 82• ,*w'`}i`y'�..- ar "I, '''' {;,•`, d B9t .�`'1 ,,.�(yyp,.; -' \ . BUILDING ELEV.=f28.0 I ,w ,;'.r-:.,,, ;' INV EIEV= 10 7• � /� f` 'i i Y,g"• SAk^• ,.4'., 4„i�`y x' "r j S, dY•n�:Ah I•J✓�.' �+ \ J �""'°"'"' : �f p}Am sR '�1 l 4l[ �3+ rs fIuy ..'i, + 41 ";,' v r �, e.' ! I rt�t1 F SM M r y�q r V A t('t 4i.'f' S 't,.$i r Y C:• .''.4+4 �r " "'n \ / 1pq� r( } r7 A11 , :�`N, 9 �' 4"a f r 7 "r, htS'6.. i �w i _� i i „i.''k+ ii, !"F 'i» �'r.,," x< In -, t'¢,',b5r '.=Y i. 4'r ' f • 1 l (i ), br ivy e^';h M Y�b40,-" y'1 1.4'.{*,,,W: - l-�. /,D.' .. �,, „'$. I � 0 - r, I ' `/ \ 4 nY ¢ r A-}"-.fI% t J 1 r { 1 i T+`tk 6 1 Yf `_T`- „I!�' L /// I -4 ,7 ",, IJ ' I \' \ YI' '�' s. #(Yrrr r Y-1 ¢' ✓ �'� - 131. Y Y!/ / � / r>i + -t ,ia ` ,, r� `ry•�^!,lyr"mb' y }W+�f,•,t,b ',� fL; N•,. 128,83 - t,r `'h"..t, rj�•' k // l { "', i t, �F'r "', r„ I rr ✓!t ..;4' : -y^s f,' ',: CUA IN 3 - - S ,ll[ X / 1�` a.j >k ,• � . , . � , ,. , • ; 3 � 1 7.15' ` - , 8 Al 1VA ID AS S T((/�J�]yO^Mm'aw I � � ' �', /• , I ( I �, A kt ` :� 'f t'K'S si�'R�'f,t�y{ i c'r A :"' r s r 5 j.� r'' p� .S'P' �'t�%�%f / ` . , ,, '.n t urs �,:' '•.s�'.rY !�' aye, r � k '�^ G. s. __,i w �ir tE �i�t '' 'r ^Y„ 1� ' 1 I \ <V �� \ \ t'u.it i ". 'r,Y`�'r; y»µra r»;j �� F' 1._ _-r 4 N 0 f REMOVED I 1 rug N �'p an r ,� : Nqn G1� Y O i CVL 0 August 19, 1998 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, WR 98291 • (360) 993-1901 - FAX (360) 293.1938 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL Alan Perkes ASI 1751 Cedardale Road Mt. Vernon, WA 98273 RE: 502 3401 Street Anacortes, Washington Dear Mr. Perkes: On August 18, 1998, this department conducted an inspection for occupancy of the above listed structure and offer the following comments as a result of the inspection. 1. Research of the file for this site indicates that there are several items that require completion prior to occupancy of the structure. A. Complete curb, gutter and sidewalk per City standards. B. Complete site drainage requirements per City Engineering Department approval. C. Complete fire hydrant installation on 34h Street. D. The driveway and parking lot must be paved showing 23 standard parking stalls and 2 accessible parking stalls, 1 of which shall be van accessible. E. Show solid waste and recycle container locations. F. Provide landscaping as required by City Ordinance No. 17.46.080. ro o a G. Provide civil drawings to show the above listed items for review and approval. 2. As we have previously discussed it is necessary to provide a floor plan indicating C)\L' proposed use areas for determining occupancy groups, exiting requirements, and/or other 9- requirements based on proposed use per UBC Section 109.1. Please note that this r-% CD[ structure has at no point been approved for occupancy or use nor has a final inspection been completed. Section 109.3 and Section 108.5.6. IL A copy of a progress review letter dated December 15, 1992 indicates that the special Dinspection reports for the welding, bolting and column repairs had not been received and we still are unable to locate such reports. Please provide copies of such re Rorts so that we may update the files. a� c \,—�,� fro ��� Pip � C 4. Previous conversations indicate the use of the structure as a boat fabrication facility using a new type of molded injection system, some flow coating, either hand application or spraying of the gel coat, please let me know if this is incorrect. Due to the nature of the occupancy a hazardous materials management plan and a hazardous material inventory �aJ p statement will need to be completed. A format is attached for your convenience. i=) i � e 5. -`-p The sanitary sewer for this site has been inactive for several years and would need to be verified for stoppages by adequate flow testing and dye testing. 6. On site inspections indicate work completed prior to re -issuance of expired building �Z 'f� permits. Please complete this process for accuracy in record keeping. UBC Section 106.4.4. ` 1< 7 Equipment, machinery or appliances that generate finely divided combustible waste, such as woodworking equipment, shall be equipped with an approved method of collection and removal. UBC Section 306.8.�� v�✓ s All hose connections on faucets or hose bibs whether interior or exterior shall be -S protected against backflow by use of either an approved double check valve or an atmosphere vacuum breaker. 1447 UPC Section 603.4.7. 4 Due to the proposed use of the building an automatic sprinkler system is required. A permit application and plans have been submitted for review and approval by fl �- Commercial Fire Protection. We have attached a copy of this department's review for y your information and possible comments. UFC Section 4506.2 and Section 4502. 10. ,P The use of organic peroxides and dual component coatings (flow coating) usually " ~ requires specific ventilation per UFC Section 4504.5. The process as it has been presented appears to be mostly applied in a closed system. Is there a standard applied to this process that would document not requiring specific ventilation? If so, please provide information of such nature.,L-- 1. While at the site it was noticed that the restroom ventilation fans might not be vented to the exterior. Please confirm that the exhaust fans are in fact vented to the exterior. Install 5 inch contrasting in color, address numbers on the building visible from the street per UBC Section 502. /i3. Please note that exterior building signs do require a permit. We have enclosed a copy of V1 / the City Sign Ordinance and sign permit application for the owner's convenience. City Ordinance No. 17.40. If you have any questions, please feel free to contact me at 243-1401. Sincerely, CITYOF ANACORTES i' Don Measamer Plans Examiner Mind cc. Dan Harju 1 GS'S Y Oei� 9�cOVL ,wr� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT PERMIT CENTER P.O. BOX 547, ANACORTES, WA 98221 (206) 293-1901 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL December 15, 1992 GM Condor, Inc. Mr. Vito Ruzich 720 30th Street Anacortes, WA 98221 Mr. Ruzich: I am currently doing a progress review of your project located at 502 34th Street and have found the following discrepancies. 1. No permit has been issued for any plumbing or mechanical work. 2. No special inspection report has been received by our office concerning, welding, bolts and repair of column base plates. Please contact our office at your earliest convenience. Thank you for your cooperation with this matter. Si erely, I n1 Ly a W. Cornish Building Inspector 293-1901 LWC:mrg fnkw.\co�. c.e0(3Cx G1R Y G''i' August 18, 1998 n ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, WA 98221 • (360) 293-1901 - FAX (360) 293-1938 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL Commercial Fire Protection Atm.: Rick Sigmen P.O. Box 294 Anacortes, WA 98221 RE: 502 30 Street MY Dear Mr. Sigmen: We have received your letter dated August 13, 1998, regarding the WSRB comments and offer the following reply. 1. The design density recommended by WSRB, extra hazard Group 2, would be required for flow coating per 1997, UBC Standard 9-1 (NFPA13) A-1-4.7.3.1. Redesign for extra hazard Group 2. 2. Hose stream demand and water supply duration Per NFPA13 Table 5-2.3 is acceptable. 3. Drains and trip times, noted. 4. A listed electric alarm bell is acceptable. 5. No soffits or skylights, noted. It is necessary to respond in writing to this department's letter dated July 14, 1998, and the Fire Departments review dated July 7, 1998. For your convenience we have attached a copy of each. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner cc. Dan Harju July 14, 1998 RNACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX S47, ANACORTES, WA 98411 • (360)293-1901 . FAX (360)293-1938 IAN MUNCE, DIRECTOR EDWIN PRANK, BUILDING OFFICIAL Commercial Fire Protection Rick Sigmen P.O. Box 294 Anacortes, WA 92821 RE: 502 34a' Street Sprinkler Plans Wooding Building Dear Mr. Sigmen: copy- copr Please find attached the comments from the Washington Surveying and Rating Bureau, as well as Assistant Chief Dan Harju's comments. I. It is necessary to confirm that the fire sprinkler structural supports are capable of supporting 250 tbs. plus the weight of the water filled pipe. (UBC Table 16-B) Calculations will need to be provided by a Washington State Registered Engineer. The calculations will need to be sealed and signed. 2. An approved audible and visual flow alarm would be required for the building interior at a normally occupied location. UBC, Section 904.3.2. 3. For systems employing water flow detection devices a manual fire alarm box shall be provided to initiate a fire alarm signal. This box shall be located where required by the authority having jurisdiction. UFC Standard 10-2, Section 3-2.4 and Section 3-4.1.3. Please respond to the above listed items, in writing, to facilitate a quicker permit review. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner CC. ASI Alan Perkes 1751 Cedardale Road Mount Vernon, WA 98273 rj Memorandum To: Don Measamer From: Ass't Chief D. i H ju k,_ Date: 07 0, 9S Re: Wooding Bu;—mg. 34h Street I reviewed the sprinkler plans from Commercial Fire and the review comments from WIRB. Except for the location and the type of hose coupling for the FDC. I accept their review. The FDC shall be located next to the westerly post for the East Gate (see drawing). This requires an underground line from the riser inn diagonally across the front yard. This decision is based upon the fire chiefs desire to maintain the greatest amount of apparatus access from the west. The proposed location will block access for all vehicles except the initial arriving engine. The FDC shall have a 5" locking stow coupling located approximately 30" above finished grade. A 30 degree elbow shall also be fitted between the FDC riser and stow coupling. Redhead Brand or identical coupling is required. The normal inspections and acceptance testing shall be arranged for and performed before occupancy can be issued. CITY OF G Y O �gcoa'� ANACORTES )O NOT REMOVE The corrections listed below are hereby ordered and must be completed within OWNER/ CONTRACTOR rr ADDRESS 50,;�, ❑ NOT APPROVED FOR COVER NOT APPROVED FOR OCCUPANCY OR USE CORRECTIONS NEEDED CORRECTIONS REPORT CW Building codes 293-1901 ❑ Fire codes 293-1925 ❑ Public Works 293-1920 days. PERMIT NUMBER DATE \a 1 ❑ STOP WORK Qd i Fro xr-o a NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR HERRIGSTAD ENGINEERING PS Civil Engineer 3041 R Avenue, Suite 210$ Dale Herrigstad, P.E. Anacortes, WA 98221 (360) 299-8804 502 341 STREET DRAINAGE ANALYSIS CITY OF ANACORTES September 14, 1998 Job # 125 Prepared By: Dale K. Herrigstad I Expms: fiW ' Owner: Bill Wooding Lake Erie Trucking 251 Rosario Road Anacortes, WA 98221 In 2 DRAINAGE ANALYSIS PROJECT DESCRIPTION: The development at 502 34`' Street is adding an additional 23,285 Sq. ft. (.53 acres) of parking lot for commercial purposes. The existing undeveloped site is covered by gravel. See the attached layout, Plan #1, for development plan and drainage path. ON SITE DRAINAGE ANALYSIS: The site existing condition is primarily gravel surface. The Soil Conservation Service (SCS) maps soil as Bow - Urban land complex, 0 to 8 percent slopes and a hydrologic soil group of "D". UNDEVELOPED: Total area is 23,285 sq. R or .53 acres. The undeveloped condition of the area is compacted gravel. An CN - value of 94 will be used due to the high impermeable nature of the existing soil. Land condition Area "ns"i %"2 "CN"3 Grasses .53 .011 27 94 Time of Concentration Calculation: Elements of Travel 1. Sheet flow =226 ft slope = 4.5% Tc-- 0.42 (niWo.8 (p2)0.5 -(Sdo.4 Tc 0.42 n L P2 s k Tc-- T TI 0.42 0.011 226 1.4 0.045 11 2.54 T total= 2.54 Will use a undeveloped and developed time of concentration of 5 minutes. IPuget Sound Stormwater Management Manual Table 111-1.4, page I11-1-16. Sheet flow Mannings values. 2Puget Sound Stormwater Management Manual Table 111-1.4, page 11I-1-16. Shallow Concentrated flow values. 3Puget Sound Stormwater Management Manual Table III -1.3, page 11I-1-12. SCS Western Washington Runoff Curve Numbers. Used soil group "D" DEVELOPED CONDITIONS DRAINAGE ANALYSIS: Total area is 100% impervious or 23,285 sq, ft or 0.53 acres. Land condition Area "ns"4 "ks115 "CN"6 Impervious .53 .011 27 98 I will use a time of concentration of 5 minutes for the developed conditions. RUNOFF CALCULATIONS: Design will use the Engenious Waterworks Hydraulic modeling software. Soil Type "D" Precipitation 2 yr. 1.4 10 yr. 2.1 inches 100 yr. 3.1 inches Input information See the attached Basin summaries for flow results. DETENTION PIPE: Detention will utilize a trapezoid basin with a control structure. See the attached stage storage table. RESULTS: The results of placing the hydrographs through the trapezoidal basin with 2:1 sideslopes results in a basin 33 feet long with a 2 foot flat bottom The final outflow results of the level pool table are slightly above the inflow target values. I ran a variety of control structures including a multiple orifice structure which resulted in a smaller pond but the orifices could not physically fit on the structure. The combination of single bottom orifice and V -notch weir came the closest to match the multiple orifice structure. A 30% increase in basin volume will result in a basin size of 43 feet long. 'Puget Sound Stormwater Management Manual Table III -1.4, page III -1-16. Sheet flow Mannings values. 5Puget Sound Stormwater Management Manual Table I11-1.4, page 11I-1-16. Shallow Concentrated flow values. 6Puget Sound Stormwater Management Manual Table I11-1.3, page III -1-12. SCS Western Washington Runoff Curve Numbers. Used soil group "D". ?Puget Sound Stormwater Management Manual Isopluvial Maps Appendix AIII-I.1, page 111-1-43. PERVIOUS IMPERVIOUS A CN A CN TC UNDEVELOPED 0 0 .53 95 5 DEVELOPED 0 0 .53 98 5 Output Information Peak Flows (ds) 2 YR 10 YR 100 YR UNDEVELOPED .11 .20 .31 DEVELOPED .14 .23 .34 See the attached Basin summaries for flow results. DETENTION PIPE: Detention will utilize a trapezoid basin with a control structure. See the attached stage storage table. RESULTS: The results of placing the hydrographs through the trapezoidal basin with 2:1 sideslopes results in a basin 33 feet long with a 2 foot flat bottom The final outflow results of the level pool table are slightly above the inflow target values. I ran a variety of control structures including a multiple orifice structure which resulted in a smaller pond but the orifices could not physically fit on the structure. The combination of single bottom orifice and V -notch weir came the closest to match the multiple orifice structure. A 30% increase in basin volume will result in a basin size of 43 feet long. 'Puget Sound Stormwater Management Manual Table III -1.4, page III -1-16. Sheet flow Mannings values. 5Puget Sound Stormwater Management Manual Table I11-1.4, page 11I-1-16. Shallow Concentrated flow values. 6Puget Sound Stormwater Management Manual Table I11-1.3, page III -1-12. SCS Western Washington Runoff Curve Numbers. Used soil group "D". ?Puget Sound Stormwater Management Manual Isopluvial Maps Appendix AIII-I.1, page 111-1-43. 9/4/98 3:4:42 PL Shareware Relet__�e page 1 BASIN SUMMARY BASIN ID: 100D SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: 0.53 Acres TYPEIA 3.10 inches 10.00 min BASEFLOWS AREA..: CN....: TC..... 0.00 cfs PERV 0.00 Acres 0.00 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 x:0.0450 impTCReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 x:0.0450 PEAK RATE: 0.34 cfs VOL: 0.13 Ac -ft TIME: 480 min BASIN ID: 100E NAME: 100 YEAR EXISTING SBUH METHODOLOGY TOTAL AREA.......: 0.53 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV PRECIPITATION....: 3.10 inches AREA..: 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 TC....: 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 x:0.0450 impTcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 s:0.0450 PEAK RATE: 0.31 cfs VOL: 0.11 Ac -ft TIME: 480 min BASIN ID: 101) NAME: 10 YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA.......: 0.53 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA DERV PRECIPITATION....: 2.10 inches AREA..: 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 TC....: 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 s:0.0450 impTcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 6:0.0450 PEAK RATE: 0.23 cfs VOL: 0.08 Ac -ft TIME: 480 min BASIN ID: 10E NAME: 10 YEAR EXISTING SBUH METHODOLOGY TOTAL AREA.......: 0.53 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV PRECIPITATION....: 2.10 inches AREA..: 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 TC....: 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 s:0.0450 impTcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 x:0.0450 PEAK RATE: 0.20 cfs VOL: 0.07 Ac -ft TIME: 480 min IMP 0.53 Acres 98.00 5.00 min IMP 0.53 Acres 95.00 5.00 min IMP 0.53 Acres 98.00 5.00 min IMP 0.53 Acres 95.00 5.00 min 1 i 9/4/98 3:4:42 pm Shareware Release page 2 BASINSUMMARY BASIN ID: 2D SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: NAME: 2 YEAR DEVELOPED 0.53 Acres TYPElA 1.40 inches 10.00 min c= • MSC 0.00 cfs PERV 0.00 Acres 0.00 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 5:0.0450 impTcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 s:0.0450 PEAK RATE: 0.14 cfs VOL: 0.05 Ac -ft TIME: 480 min BASIN ID: 2E SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: NAME: 2 YEAR EXISTING 0.53 Acres TYPEIA 1.40 inches 10.00 min BASEFLOWS: AREA..: CN....: TC....: 0.00 cfs PERV 0.00 Acres 0.00 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 s:0.0450 impTcReach - Sheet L: 226.00 ns:0.0110 p2yr: 1.40 s:0.0450 PEAK RATE: 0.11 cfs VOL: 0.04 Ac -ft TIME: 480 min IMP 0.53 Acres 98.00 5.00 min IMP 0.53 Acres 95.00 5.00 min 9/10/98 9:39:15 am Shareware Release page 3 -------------------- -- STAGE STORAGES TABLE TRAPEZOIDAL BASIN ID Description: SWALE/POND Length: 33.00 ft. Side Slope 1: 2 Side Slope 2: 2 Infiltration Rate: 0. No. PONDA Width: 2.00 ft. Side Slope 3: 2 Side Slope 4: 2 00 min/inch STAGE <---- STORAGE ---- > STAGE <----STORAGE ---- > (ftl ...cf--•--Ac-Ft- (f t)---cf--- -------------------------- 20.00 0.0000 0.0000 21.10 164.40 0.0038 20.10 7.3053 0.0002 21.20 189.22 0.0043 20.20 16.043 0.0004 21.30 215.82 0.0050 20.30 26.244 0,0006 21.40 244.23 0.0056 20,40 37.941 0.0009 21.50 274.50 0.0063 20.50 51.167 0.0012 21.60 306.65 LOOM 20.60 65.952 0,0015 21..70 340.70 0.0078 20,70 82.329 0.0019 21.80 376.70 0.0086 20.80 100,33 0.0023 21.90 414.68 0.0095 20.90 119.99 0.0028 22.00 454.67 0.0104 21.00 141.33 0.0032 22.10 496.69 0.0114 STAGE <---- STORAGE ---- > STAGE < ---- STORAGE---- (ft) ...cf--- --Ac-Ft- (ft)---cf--- --Ac-Ft- 22.20 540.79 0.0124 23.30 1172 0.0269 22.30 586,99 0.0135 23.40 1243 0.0285 22,40 635.33 0.0146 23.50 13317 0.0302 22.50 685.83 0.0157 23.60 1394 0.0320 22.60 738,54 0.0170 23.70 1473 0.0338 22.70 793,48 0.0182 23.80 1554 0.0357 22.80 850,68 0.0195 23.90 1638 0.0376 22.90 910.17 0.0209 24.00 1725 0.0396 23,00 972.00 0.0223 23.10 1036 0.0238 23.20 1103 0.0253 9/10/98 9:39:15 am Shareware Release page 6 ------------------------------------- -------------------------------- STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. lA Description: 8" RISER Outlet Elev: 20.00 Elev: 20.00 ft Orifice Diameter: 1.2500 in. Elev: 21.60 ft Orifice 2 Diameter: 0.0000 in. STAGE <--DISCHARGE ---> STAGE <--DISCHARGR --- > STAGE <--DISCHARGE --- > STAGE r -DISCHARGE --- > (f t)---cfS --------- (f t) ---cfs --------- (f t)---cfS --------- (ft)---cfs -- ------- 20 . 00 ------20.00 0.0000 20.60 0.0328 21.20 0.0464 21,80 0.0569 20.10 0,0134 20.70 0.0355 21.30 0,0483 21.90 0,0584 20.20 0.0190 20.80 0.0379 21.40 0.0502 22,00 0.0600 20,30 0.0232 20.90 0.0402 21.50 0.0519 20.40 0.0268 21.00 0.0424 21.60 0.0536 20.50 0.0300 21.10 0.0445 21.70 0.0553 9/10/98 9:39:15 am Shareware Release page 8 ------------- ---------------------_______________________ STAGE DISCHARGE TABLE V -WEIR ID No. V -NOTCH Description: V -NOTCH WEIR cd : 2.8000 Weir Angle: 20.0000 degrees Elev: 21.20 ft. Weir Increm: 0.10 STAGE <--DISCHARGE --- > STAGE <--DISCHARGE ---> STAGE <--DISCHARGE ---> STAGE <--DISCHARGE ---> (f t) ---cfs --------- (f t) ---cfs -- ------ (f t) ---cfs --------- (f t) ---cfs -- ------- 21.20 0.0000 21.50 0.0243 21.80 0.1377 22.00 0.2826 21.30 0.0016 21.60 0.0500 21.90 0.2024 21.40 0.0088 21.70 0.0873 22.00 0.2826 0 9/10/98 9:39:15 am Shareware Release page 7 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. COMBO2 Description: ORIFICE AND V -NOTCH Structure: lA Structure: Structure: V -NOTCH Structure: Structure: STAGE <--DISCHARGE ---> STAGE <--DISCHARGE ---> STAGE <--DISCHARGE ... > STAGE <--DISCHARGE---> ft; efS-- ------- (f t; ---cfs -- ------- ift) ---efS-- ------- ,ft) ---cfs--------- 20.00 0.0000 20.60 0.0328 214.20 0.0464 21.80 ------------ 0,1946 20.10 0.0134 20.70 0.0355 21.30 0.0499 21.90 0.2609 20,20 0.0190 20.80 0,0379 21.40 0.0590 22.00 0.3426 20.30 0.0232 20.90 0.0402 21.50 0.0763 NAG 0.0268 21.00 03424 21,60 0.1036 20.50 0.0300 21.10 0.0445 21.70 0.1426 9/10/98 9:39:27 am Shareware Release page 9 --------------------------------------------- LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE <-------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 2 YEAR DESIGN ................ 0.06 0.14 PONDA COMB02 21.52 7 0.08 281.45 cf 10 YEAR DESIGN ............... 0.20 0.23 PONDA COMB02 21.80 8 0.20 377.75 cf 100 YEAR DESIGN .............. 0.31 0.34 PONDA COMB02 21.98 9 0.32 445.59 cf �i� ter: � �Cr� '�.11-moi 1997 UNIFORM FIRE CODE - APPENDIX II -E FIGURE A-II-E-1—(Continued) HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION 1: FACILITY DESCRIPTION PART A—GENERAL INFORMATION I. Buvness Name: Phone: Address. 2. Person Responsible for the Business: Name Title Phone 3. Emergency (,intacts Name Title Home Work Number Number 4. Person Responsible for the Application/Principal Contact: Name Title Phone 5. Property Owner: Name Address Phone 6. Principal Business Activir, 7. Number of Rmployees:__ H. Number of Shifts: _ 9. Hours of Operation: 10. SIC C:ode:_ - 11, Dunn and Bradstreet Number;_ _ 12. Declaration I certify that the information above and on the following parts is erne and correct to the best of my knowledge Signature: Date. Print Name: Title: (Most be signed by owner/operator or designated representative) PART B --GENERAL FACILITY DESCRIPTION/SITE PLAN (Use grid format below-) Special land uses within t mile (1.609 km): PART C—FACILITY MAP (Use grid format below.) 2 2 8 g 9 q 6 S 8 6 T 2 8 g 9 g is- it - i -2 r it 10 r1 12 12 12 r3 /4 14 15 16 16 16 17 n ,A19]CIDjEiPIGIHIt IJ jKjLjM(Nr bV51NE54 HN.1E I AVVNES= CIfY 9A6E�9F SECTION 11: HAZARDOUS MATERIALS INVENTORY STATEMENT PART A—DECLARATION Business Name: Address- Declaration - Under penalty of perjury, I declare the above and subsequent information, provided as part of the haz- ardous materials inventory statement, is true and correct. Signature: Date: Prim Name: Title: 1-287 (Must be signed by ownet/operator or designated representative) PART B—HAZARDOUS MATERIALS INVENTORY STATEMENT (1) (2) (S) (4) (5) (T) (6) (9) (10) (11) MAX(6) CHEMICAL NAME, CHEMICAL QUANTITY DAYS STORAGE CODE ANNUAL HAZARD COMMON/ COMPONENTS AND ABSTRACT PHYSICAL ON HAND AT ON (TYPE, PRES., SARA WASTE CLASS TRADE NAME CONCENTRATION SERWCE NO, STATE ANYTIME UNITS SITE TEMP.) CLASS THROUGHPUT 1-287 APPENDIX II -E 1997 UNIFORM FIRE CODE FIGURE A-II-E-1—(Continued) SECTION III: SEPARATION, SECONDARY CONTAINMENT AND MONITORING PART A—ABOVEGROUND STORAGE AREAS Storage Area Identification (as shown on facility map): 1. Storage Type: _ Original Containers _ _ Safety Cans Inside Machinery _ Bulk Tank 55 -gallon (208.2 L) _ _ — Outside Barrels Drums or Storage Shed Pressurized Vessel Other: 2. Storage Location: _ Inside Building 3. Separation: _ All Materials Compatible Separated by 20 Feet (6096 mm) Other: 4 Secondary Containment Approved Cabinet ltay _ Vaulted Tank Other: 5. Monitoring: Visual — _ Other: 6. Monitoring Frequency: _ Daily Other AnncL spvcifcaeons �f necessary Auwl hakafisnai A.-- sa, 1111..y Outside Building Secured One-hour Separation Wall/Partition Approved Cabinets Secondary Drums Berried, Coated Floor Double-wall Tank Continuous Weekly SECTION III: SEPARATION, CONTAINMENT AND MONITORING PART B—UNDERGROUND SINGLE-WALL TANKS AND PIPING Tank Area Identification (as shown on facility map): 1. _ . Backfill Vapor Wells Model and Manufacturer Continuous or Monthiy'iesting: 2. __. Groundwater Monitoring Wells 3. Monthly Precision Tank Test 4, Piping— Monitoring Method Frequency: 5. Other: DOUBLE-WALL TANKS AND PIPING 'rank Area Identification (as shown on facility map): 1. Method of monitoring the annular space: 2. Frequency Continuous _ Daily _ _ Weekly _ Other: 3. list the type of secondary containment for piping, 4. list the method of monitoring the secondary containment Cor piping 5. Are there incompatible materiah, within the same vault? YetiNo _ If yes, haw is separate secondary containment provided? Note: It you have continuous monitoring equipment, you shall maintain copies, of all service and maintenance work. Such reports shall be made available for review on site. and shall be submitted to the fire prevention bureau upon request. Attach additional sheets as necessary 1-288 1997 UNIFORM FIRE CODE SECTION IV: WASTE DISPOSAL Discharge to the Sanitary Pretreatment— Sewer—Wastes: Wastes: Licensed Waste Hauler— Wastes: Other— Describe Method: Wastes: No Waste Recycle— Wastes: SECTION V. RECORD KEEPING Description of our inspection program: We will use the attached sample forms in our inspection program. We will not use the sample forms. We have attached a copy of our own forms. SECTION VI: EMERGENCY -RESPONSE PLAN 1. In the event of an emergency, the following shall be notified: A. On-site Responders. Name Title Phone B. Method of Notification to Responder: Automatic Alarm Phone Manual Alarm Verbal Other: C. Agency Phone Number Fire Department: State Office of Emergency: Services. Other 2. Designated Local Emergency Medical Facility: Name Address Phone (24 hours) 3. Mitigation Equipment. A. Monitoring Devices: Toxic or flammable gas detection Fluid detection Other: B. Spill Containment' Absorbants Other: C. Spill Control and Treatment Vapor Scrubber Mechanical Ventilation Pumps/vacuums Secondary Containment Neutralizer Other: k\JJ�ZIIDA IC=1 1-289 APPENDIX II -E 1497 UNIFORM FIRE CODE r 4. Evacuation: Immediate area evacuation routes posted F,ntire building evacuation procedures developed _ ^ Assembly areas preptanned _ Evacuation maps posted Other: 5. Supplemental hazardous materials emergency response plan on site. Location: Responsible Person: Phone: SECTION VII: EMERGENCY -RESPONSE TRAINING PLAN Person responsible for the emergency -response training plan: Name Title Phone Training Requirements_ A. All employees trained in the following as indicated Procedures for internal alarm/notification Procedures for notification of external emergency -response organizations Location and content of the emergency -response plan B. Chemical handlers are trained in the following as indicated: _Safe methods for handling and storage of hazardous materials _ Proper use of personal protective equipment _ Locations and proper use of fire- and spill -control equipment _ Specific hazards of each chemical to which they may be exposed C. Emergency -response team members are trained in the following: _ Procedures for shutdown of operations _ Procedures for using, maintaining and replacing facility emergency and monitoring equipment The following records are maintained for all employees: _Verification that training was completed by the employee _ Description of the type and amount of introductory and continuing training Documentation on and description of emergency -response drills conducted at the facility A more comprehensive and detailed emergency -response training plan is maintained on site. Location: Responsible Person: Phone: 1-290 April 15, 1992 Mr. Vito Ruzlc' Condor, Inc. 720 - 30th Str An&c,- es, wasI, RUCTUNVAL DESIGN ASS',J,'D TE8t INC. CONSULTING ENGINEERS• s6an-'S8THST. 6"' i1! -'z1_ L YNNW00D, Wk. SEP46 + PHONE 1206, i7_ 98221 nafabricated Metal Baiilding =e- .; nacortes, Washington wcHoR BOLT INSTALLXT--OX - OU? 7 ref'- Letters`91®542.kve ,: ''3'ln a,,. " 'ws may concern: "Fry #ipz l 13; 1992, the undersic no -'ase In -cal ou ,lding inspector, who had �,o= c..' Thor bolts being too short tc reach the ,e undea s.igrae suggested that the. bolt- ::*gj Z'e_Tlalni?24,', apace in the Y1Lt£:;, 'Co tait"�r=.sa.'� according to Mr. Vito Ruzic�6, he bear ao.le ?f -he baseplate, which is F.cc,-.PtaY,%1 't:3 information is dE''."r.ire 2�,, P:Le.`'._0 :'�?'i f3 J gRed , Respecit.fi,11.1y submitted, STRUCTURAL DESIGN ASSOCIATESr INNS by, �i�N�WwU4. Kase Vanden Enda, P.E. ,president M/ev STRUCTUPAL 4NGIIIE_c',�!G BU'L0!N1_8 t POUN �AT,GNS ! PVTAHt IfJ r, '_.-. r -,S PIERS 0 ODC,�S i TOWERS 0 ,'ANK6 U4'Lz •+> Ask+t 4_4 f_^__ ti MATERIALS ..i TESTING & CONSULTING April 14, 1992 Vito kuzich Hydrolic lishing i3upply 720 30th Street AnatorLeu, WA 98221 Re; it.,C'undor Building Bolt Inwpec-t ion Pear Vito; V �`y,sD pR 1 v cl-* I�111, 1111... Y. L,L Upon request, 1 inspected the 1" anchor bolts & the above project. 1; ole of the bolts were too low for any thread tc= go all the way ,It( 1 ceillcd Structural Design AssociaLe.b Inv, who dt:aigned the f:.,_?:t1A c•umlrc,uents,_,,4nd_talked_-t_o Kabe Vat" ,r Lnd_e_ a_bcrut, this bitiratto'.- ; t rect:m±nr.nds' ialrcre thele ,.,; no Litz' ads sh wr., 7'llf-a stw re }rci'i'<rrructl 2,yn certified welder 2 aDS"It e structural intcgrity. I suf,f;est' you contact. ?; Vander. P_ndc- 120c.'. 17.5. 14J4 and have hin suite a letter addressing; this; iBRai. to satisfy ,ii� ?.u;',c'.ilip, da),al'tmeiit6 Conewtlb, l`lteiu ib also a bv)t tov short, oT. broltcn off f. t. LLL base plate. Mr. Vanden Ende should recommend an engineering it,.. j Whet t.hc above• itcutt, &I(: correctc4 picosc i,vtif OWMERM 1r10ase call if you have ally (4uobtic,t,t„ Sincerely, )dh V &'1/u IL Don Vetrrue, UV: em Post-tt'" brand fax ttaosmittal memo 7G{71 � x of P u -s R �l�t)ZiC irom_�.-/mil D - P),vnrk I rzktr(.- ^��s�p P.t3. Bax 309 Mouflt Verttr;r, d ?309 (206)424.7560 RNRCORTES PLANNING & COMMUNITY DEVELOPMENT DEPT, (INCLUDING BUILDING AND PERSONISIR DEPARTMENTS) P.O. BOX 547, ANACORTES, WA 48121 IAN MUNCE, DIRECTOR July 16. 1990 Mr. Vito Ruzich 9 M Condor Inc. 720 30th Street Anacortes, WA 98221 Dear Mr. Ruzich, The site plan committee met Thursday, July 12, 1990 to review the site pian submitted for your new manufacturing building located at 502 34th street. The following comments follow the attached site plan outline. The information requested must be provided on construction documents and in conformance with the city standards before final review may be completed. 1. The site plan is drawn to a reasonable scale showing only the property lines, the building foot print and proposed parking. 2. The location of the property lines appear OK as shown. 3. The building setbacks are OK as shown. 4. The building location and height is OK as shown. 5. Type of construction shown is steel frame. 6. NA 7. No easements are shown. 8. Landscaping contemplated is not shown. The zoning ordi- nance requires perimeter landscaping not less than 5 feet in width along abutting streets. Show where landscaping will be provided, Before a building permit will be issued, a land- scaping plan must be submitted showing types of planting, etc. 9. No signs are shown. The city has an ordinance regulating the size and location of signs. Before any signs are erected, contact the permit center for permit requirements. 10. 20 parking spaces are shown. Based on building code cal- culations for occupancy loads, 23 spaces are required. At least one space, near the office, is to be sized and signed for use by the handicapped. Wheel stops or a 3 foot wide 9M Condor Inc. concrete sidewalk is to be placed along the building at the parking stalls. This is to protect the building from damage by the vehicles - show these details on the revised site plan. 11. The location and size of the access driveway is OK as shown. Will a second access be required? Provide construc- tion details for the driveway approach and asphalt. 12. The size and location of solid waste containers is not shown. Show on the site plan where the containers will be located and the size of container that will be required for your operation. A minimum six inch thick concrete pad is re- quired to support a dumpster. Dumpster enclosure site re- quirements are attached. 13. The location of the existing street is shown. The new curb and gutter and 5 foot wide sidewalk is to continue the full length of the property frontage along 34th street. As- phalt paving is to be placed between the existing paving and the new curb and gutter. Contact Jim Pemberton for specifi- cation requirements. Provide design, including elevation points for this portion of the project. Show also a section detail and specifications to meet city development standards. 14. No storm drainage is shown. Provide complete details showing catch basins, piping size and direction to drainage and details for installing same. An oil/water separation will be required on the system before discharging to the city system. 15. The location and size of existing water mains are not shown. Show on the site development drawing this information plus proposed water service lines to the building. Indicate appropriate construction details on the construction draw- ings. 16. Replacement of the existing sanitary sewer has been added to the file copy of the site plan. On the revised plans show the size and location of the sewer along with in- stallation details and specifications. A sewer inspection manhole is required just outside the building. Show the lo- cation and construction details for the manhole. 17. NA 18. The existing zoning is heavy manufacturing. 19. Topography and elevation points are not shown. Please show this information on the construction drawings including cross sections thru the lot and details of any retaining walls. 0 J 20. This project is outside the shorelines area. 9M Condor Inc. 21. This project is exempt from the State Environmental Pro- tection Act check list. When the above information is completed on the site drawings, we will again review plans for this project. Sincerely, Edwin A. Frank Building Department 293-1901 Enclosures: cc: Dave Ford Jim Pemberton Cecil Little Doug Terry John Franz Ian Munce Bob Clumpner Ralph Rowland r) n October 1, 1990 Plan Review G. M. Condor, Inc.. 502 -34th Street This review is based on information submitted to date and deals only with site and structural design. A review of occupancy requirements will be completed when written documents are submitted detailing use of the building. Such information must include a description of all materials used in the building and all activities or manufacturing operations that will be conducted in the building. Lot Area: Building Area: Building Height: Use Zone: Occupancy Group: Construction: Valuation: Parking Shown: Parking Required Occupant Load: 115,311 Square Feet 11,431 Square Feet 32 Feet Heavy Manufacturing To be determined Type VN(2 yard allowance) $500,000 23 spaces 33 Spaces 66 The following plan review is for structural plans submitted September 5, 1990. Interior improvements are not shown and will be reviewed when submitted for permit.. SITE 1. Submit a record of a recent survey of the property to verify the location of property corners. 2. No easements are shown on the site plan. If any easements exist, show them. If no easements exist, so note on the site plan. 3. The area show as landscaped is ok. Provide a landscape plan for approval prior to development of the area. 4. No signs are shown. Before any signs are erected, contact the building department for sign ordinance requirements and a sign permit. G. M. Condor, Inc October 1, 1990 S. Based on the occupant load of the building, 33 parking spaces are required, including at least one space designated for the mobility impaired. The width of the access way should be not 'less than 24 feet for 90 degree parking. 6. The width of the driveway is OK. Is the location best for access of delivery trucks and moving of finished product from the property? The driveway is to be not less than 6 inch thick concrete with 1/2 inch reinforcing bar at 12 inches on center each way. 7. No solid waste containers are shown. Containers are to be located for easy access by sanitation crews and the access is to be paved to city street standards. A hold - harmless agreement is to be signed with the city for any damage that may be incurred to the property. a. Curb, gutter and sidewalk is to be installed along the 34th street frontage. Provide design shown all grades, dimensions, and construction details for approval by Public Works. The area between the new curb and gutter and the existing paving is to be paved. Public works will make available, for your use, information on file for this portion of 34th street. 9. The location of the onsite catch basins is OK. Contact Jim Pemberton for additional storm drainage requirements and extension of the street storm drain lines. Mr. Pemberton will also provide information on upcoming State requirements for handling of storm drainage. A storm water analysis is required. 10. A new fire hydrant is to be installed near the entrance to this property., Contact Jim Pemberton for requirements. 11. The onsite sanitary sewer extension is classified as private to the point of connection to the existing main. Connection to the existing main is to be by an approved saddle. Discharge into a manhole is not allowed. STRUCTURAL 12. Provide a copy of the engineers calculations for the foundation and tilt up sections with the cover sheet stamped and signed by the design engineer. 13. Show the welding details for all welded connections. 14. A special inspector shall be employed by the owner to provide special inspections of the following work. Concrete G. M. Condor, Inc October 1, 1990 in tilt up panels, reinforcing steel in tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to start of work. Section 306, UBC. 15. All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all the requirements of the 1988 Uniform Building Code. 16. Before a permit is issued, submit to the building department a letter from the approved inspection agency indicating that the fabrication shop has been inspected and certified to meet the requirements of the building code. 17. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building Officials. Submit credentials of the inspection agency for approval. 18. Any portion of the building to be heated to above 49 degrees Fahrenheit is to be insulated to at least the following minimums: Ceiling, R-30; Walls, R-11; Slab, R-7 perimeter. Show which areas will be heated and how these areas will be insulated. Also provide heat loss calculations to ,justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington State Energy Code. 19. All work is subject to field inspection and final approval of the Building Inspector. Call before 9:00 A. M. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordinances. 20. No plumbing, mechanical or occupancy information has been submitted with this application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 edition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the Washington State Energy Code and the Washington State regulations for barrier free design. Edwin Frank„ Building Official SITE PLAN REVIEW y� DATE: SEPT 20 r TIME: 16. 60 Am PLACE: 1,*"} --6 7 _ G_ _ . MpykJa-s i-L'SRArid; TO: Building Dept. Public Works Dir. City Engineer Operations Dept. Maint. Dept. Fire Dept. Planning Dir. Police Dept. JoNW (-,zt," . SUBJECT: Project Information LOCATION: b O Z- 3d/-70-4 OWNER: V/ TO TW Z 0 CN USE: 13ci -Boleole-&nq / / Ad✓ iacja r i tw SITE SIZE: //5.4 31/ S.F. BUILD. AREA: //, L/ 3 I S.F. NO. OF STORIES: ( 3;2 Al 6N) Plans (are) available at the Building Dept. Provide any comment you wish to include in the Site Plan Review. Li ri �i �ccCaOPu�r l)�a�(• /3 z VO ZARPu�S /'ZIAAA66 or �,ufivty / n ( AS-7�llC7/_02l G 7y�Z- V A/ (17%i r -V 1- Max 'E� F Aid C(�culJxlcc S 1,9 6Y ZSJ = C ez cf S d G' L01-7 cj ` x /L, 0 5�dCs / / 1 2, 00 a � . � �ac✓ e � — dry VV/ - 5 � � OG, c9av �c1 ?-6A/ r - v I (:�QU A17jp C «A,- �� /z,2 �-y72GLC7U(L6� L �iJZGlI"�CO /�-__-/_1Y1�✓%L/)u(CC�(lizn[_'�/tel/7/j 4'9 �(�l`(l.CC.JCfTJ (o�N6... l�il'riri hen Aw0 %iLT_u® .�$'N=f>�nts_f_ lr_96°2j 2,/443" i S/ KGs FZIP GFV/6is J - Z ' rI II` V/7'0LI�IG�F �v �O -�'- li � REAL ESTATE PURCHASE AGREEMENT Escrow No. BY THIS AGREEMENT, the parties hereto declare, covenant and agree as follows: 1. Definitions. The following terms are hereby defined as set forth below for purposes of this Agreement and shall be given such meanings wherever appearing in this Agreement unless the context requires otherwise, and subject to such further qualification as are expressly set forth hereafter: Seller: The City of Anacortes, Washington, a municipal corporation P.O. Box 547 6th and Q Avenue Anacortes, Washington 98221 Buyer: Condor Corporation 720 30th Street Anacortes, Washington 98221 Escrow Agent: Island Title Company 3001 Commercial Avenue Anacortes, Washington 98221 Date of this 19 (TO BE COMPLETED ONLY BY ESCROW Agreement: AGENT AFTER EXECUTION. SEE PARAGRAPH 13) Property: Parcel 54G located in Section 30, T35N, R2E_, W.M., Anacortes Industrial Park Addition, City of Anacortes, Skagit County, Washington, more particularly described as follows: Beginning at the southwest corner of Parcel 54, thence east 200 feet to the Point of Beginning, thence northerly along the east lines of Parcels 54A and 54B a distance of 308 feet to the south line of Parcel 54C, thence easterly along said south lines of Parcels 54C and 54D a distance of 413.99 feet, thence southerly a distance of 308 feet to a point which is 15 feet north of the southwest corner of Puget Sound Power and Light Company's sub -station site, thence west along the south line of Parcel 54 a distance of 413.99 feet to the point of beginning. Approx. 2.93 acres or 127,509 SF. The general location is shown on Exhibit A. 1 x0fsaid notice. The aforesaid repurchase rights of Seller shall survive the close of escrow. Buyer shall use its good faith best efforts to commence the construction of Improvements prior to January, 1988. 17. Option to Purchase Additional Property — -- ---- --- -- ---- -- --- For and in consideration of the mutual covenants herein contained, Seller hereby grants to Buyer the exclusive right at its option prior to June 30, 1988 to purchase the following described property: Parcel 54H - Beginning at the southwest corner of Parcel 54, thence east along the south line of said Parcel 54 a distance of 613.99 to a point on the west line of the Puget Sound Power and Light Company's sub -station parcel and which lies 15 feet north of the southwest corner of said Puget Power site, thence north along the west line of the PSPL site a distance of 85 feet to the Point of Beginning, thence north along the west line of the PSPL parcel if extended, a distance of 223 feet to the south line of Parcel 54D, thence east along the south line of Parcel 54D a distance of 75.34 feet to the westerly right-of-way line of the railroad, thence S 23 degrees 55'10" E along the western railroad right-of-way line a distance of 233.47 feet, thence south a distance of 109.58 feet to a point of intersection with the north line of 34th Street, thence west along said north line of 34th St. a distance of 80 feet to the southeast corner of Puget Power's sub -station site, thence north a distance of 100 feet to the northeast corner of Puget Power's sub -station site; thence west a distance of 90 feet to the northwest corner of Puget Power's sub -station site which is the point of beginning of this description. Approx. 0.82 acres or 35,809 SF. (a) Notice of intent to exercise said option shall be given in writing to Seller at the address shown herein no later than 90 days prior to the expiration of said option period. (b) Purchase price for said property shall be Thirty -Six Thousand Six -Hundred Forty One Dollars ($36,641). (c) Said option to purchase shall not be assignable and shall be exercisable only if Buyer has constructed and is operating a boat building facility as contemplated by this real estate purchase agreement and if Buyer exercises this option to acquire additional land for expansion purpose and not for resale. (d) Seller shall have twenty (20) days after receiving notice of the exercise of this option to procure a preliminary commitment for title insurance in the full amount of the purchase price and after delivery of said preliminary commitment Buyer shall have a reasonable time, not to exceed ten (10) days, to complete and close said transaction, and to tender the full purchase price. 10 1IVY O b �' ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) P.O. BOX 547, RNRCORTES, WR 98221 IRN MUNCE, DIRECTOR '100 May 29, 1990 Mr. Vito Ruzich 9 AM Condor Inc. 720 30th Street Anacortes, WA 98221 Dear Mr. Ruzich Before we can process your building application you must sub- mit a site development plan for the property on which you in- tend to build.I am enclosing an outline we use for site plan review. Include all applicable items on the plan. Failure to submit a complete plan will cause additional delay in the plan review process. Also, obtain a copy of the structural calculations for the building design. The 1988 editions of the building and fire code requires sub- mittal of a list of activities that will be done within any commercial/industrial structures. This list is to include such things as operations (welding, woodworking, fiber glass work, office, etc.) and use or storage of any materials that are classified as flammable, combustibles or listed as health hazards. Be sure to include quantities and methods of use or application of any such hazardous materials. Thank You, �� � Ed Frank Building Official CC. Ian Munce AGREEMENT This agreement is made and entered into by and between the CITY OF ANACORTES, a Municipal Corporation, hereinafter referred to as "City" and 9�y hid71C,4 172 ' C'OAiAc!1 IIVC, (Name of Depositor) hereinafter referred to as "Depositor", and 5 orf (Name of Bank or �yA���TES Savings & Loan) , hereinafter referred to as "Depository". WHEREAS, Certificat 11 3664-612439 Type of Account (Money Market, Savings & Loan, etc.) has been opened in the depository, by the Depositor and the City in the sum of $ iz u %,wa-r' vz> and WHEREAS, said account is to be held by the depository in lieu of cash or a bond to insure the completion of certain work to be done in connection with the 1'2 and; WHEREAS, the City and the Depositor have entered into an agreement concerning this account; and WHEREAS, the Depository is familiar with said agreement and has received a copy of the same;. NOW, FOR AND IN CONSIDERATION of the deposit of the money in the depository, the depository agrees with the City as follows: 1. That the funds in Certificat # 3664-612439 (Type of Account and Number) will be held by said Depository for the account of the City until the same are released to the Depositor by the City. -1- 2. That the interest shall be added to the principal and remain in said account. 3. It is agreed by the Depositor and the Depository that the funds on deposit are the property of the Depositor and the City until released to the Depositor by the City and the Depository so contract with the City. 4. If the work to be done in connection with the project is not completed by theh day of F? dDfJi�� i9y�2 then the City may withdraw funds from the account to pay for completion of said work. DATED this e day of 461v4X4 19 9/ DEPOSITORY Skagit State BAnk -. Name +n' $v g h l � Si n lure CITY OF ANACORTES Mayor CO all e:�� �' 7� Signature W IS.oseew ausrxees FORMS 46032 9 Tune De osit r Stat ®silk Not Negotiable or Transferable pursuant to 12 CFR, Part 204. — ` ' DATE OF INITIAL DEPOSIT AMOUNT OF INITIAL DEPOSIT INITIAL INTEREST RATE PER ANNUM TERM INT �6t -(01=Y3 U 10-3-91 $ 10,000.00 5.80 % 00 NOT i� 12 months RENEW I DEPOSITOR NAME(S) BIRTHDATE PHONE NUMBER FEDERAL TAX LD NUMBER Vito Ruzich _ . .. , .-'. -� : DEPOSITOR ADDRESS _...- - .. ._. - - -. _- . ......:. ... ... Goyko Mimica 72030th St. Anacortes, Wa. 98221 -_ M.G. Condor Inc - - 1i I(,A Tai Il• fy�U,I Ilii j IIII I TNI } 1'"� I Inn I ry - - - - NI Illi Smin, ...... . Ir'nl• - - - --, - .- - . +nux, IrlaaatW TYPE (SEE DESCRIPTION ON REVERSE) - -. -"+ -,F, - ' 'TYPE OF BUSINESS OR FIDUCIARY ACCOUNT - E3 FIDUCIARY _ �q�pgIJOINT WITH RIGHT JOINT WITHOUT RIGHT 0 LNGLE -� - -❑ OF SURVIVORSHIP - ` OF SURVIVORSHIP '- -ERN- GOVERNMENT _ BUSINESS -- - .. - - CREDIT INTEREST TO: .: ,:;-- - '.:, - -.- .. ....;ar.:x:i,-';.,•�,'.;ts•rs';,�„a;[;,-�; s<, -.y: ',:, `? Skagit Slate Bank accepts the above sum for deposit and agrees to repay the deposit. Plusao-. I !- �' - ;+x . y .,,�', ?\'.�'47-$ ;. r' ., crued Intereal to the Oeposdar according to theprowslons of this contract. Deposdor has read _' ” i2011S INSTRUMENT O CASHIERS CHECK ❑ ACCOUNT NO and acknowledges receipt of a copy of this contract and agrees to be bound by the provisions. -_ s INTEREST PAYMENT FREQUENCY MATURITY i 6 _ _- - s �'� DePos 0 certities under penaltiesot perjury, as required by federal tax law P.L. 98-67, the " - - - ,# tT-I` 32 'mOnt113 above federal tax identification numberMformation is correct and this account is not subject to -maturity- - - 1 10-3=92 AFTER DATE�I backup tax withholding since all 9 pest interest and dMdends were propwM reported to the IRS. USE ONLY •SING ACCOUNT DEPOSITORIS}SIGNATURE(S) 11" �a;; ti „�- "- ' "F x, ;,DATE SIGNED "`="s;FAg�^-3}'r24'1';n7"i '�,+, `e,;a;: ;; ll'�', 8 DEPOSITORI5I ACKNOWLEDGES RECEIPT OF ALL FUNDS OWED UNDER THIS CONTRACT.- j;,gfyd`, `s iq 4 �4'.tisr-L DEPOSITOR(S) SIGNATURE(S) �- A- -DATE.}+E�"''�'�yi'' _ r T, _-Yy �, _Jn - n. 16_ _9ir DISPOSITION OF FUNDS - - AMOUNT -;, AUTHORIZED .DATE SIGNED, 10-3-91'; I /k .rn �j PENALTY FOR EARLY WITHDRAWAL '. By signing the Term Deposit _.':'. 13. Term 32 Days through '12 Months Depositor must forfeit an amount 's"f; Contract, Depositor promises to leave all funds deposited to this account with i,"equal to the simpld interest the withdrawn amount would have earned inone- " Bank until the entire term, or renewed term, expires. Unless Depositordies ': (1) month - r - or is declared legally incompetent, Depositor must seek the consent of _ Bank to withdraw any funds prior to the completion of the term. Should C .Term More Than One Year Depositor must forfeit an amount equal - Bank consent early withdrawal, Bank may charge a penalty which will ` to the simple interest the withdrawn amount would have earned in three be no less then t thee following as required by federal law: - - `" . ` (3) months. A. Term 7 through 31 Days Depositor must forfeit an amount equal to the - greater of the following: (1) All interest earned on the amount withdrawn from the most recent of the date of: a) deposit, b) date of maturity, or c) the -- Variable Rate Deposits The penalty for early withdrawals from an account - date on which notice was given; (2) All interest that could have been earned earning a "variable" rate of interest will be based on the interest rate in - - on the amount withdrawn during the period equal to one-half the maturity effect on the date of withdrawal. - - - - - period or the required notice. S `: 9 DEPOSIT AGREEMENT IN LIEU OF BOND This Agreement is made and entered into this 84-A day of 199/ , by and between the CITY,'OF ANACORTES, a municipal corporation, hereinafter referred to as "City", and the undersigned Contractor, hereinafter referred to as "Contractor"; WHEREAS, the Contractor has agreed with the City to install certain improvements which consist of the following: !v'A�J a®i�chdrye �r am s-OLI3Sr '`` ��• 1�,ia�cr✓`�s �r/sj . A more detailed description of facilities1 to be installed is �wh o �ti or -40-7/76 The above items are to be put in according to the specifications of the City and subject to the approval of the City Engineer; and WHEREAS, it has been estimated by the City Engineer that the costs of the remaining work to be done with regard to the project is the sum of $ /D. DDo •o -C, and WHEREAS, in lieu of furnishing a surety or cash bond, the Contractor has deposited $ fVi(f2OO.a ��-e�c9✓ in Certificat # 3664-612439 (Type of Account and Number) Skagit State Bank (Name of Bank or Saving & Loan) a state or federally chartered savings and loan institution or bank with the name of the city as co -depositor; and WHEREAS, the Contractor has agreed with said Depository that the funds in the accounts will remain on deposit and be subject -1- to withdrawal only by the Contractor who must present a voucher signed by a City official releasing specific sums. For and in consideration of the City accepting said savings account in lieu of a surety or cash bond, the parties are agreed as follows: 1. That the funds in said Depository shall remain on deposit until released by the City. 2. That the work to be completed as stated hereon will be completed in no event later than the �e'4 day of or-?Ao 0,-- , 191�-ql . 3. if said work is not completed according to the dates set forth in paragraph No. 2 above, the City may withdraw funds from the Certificat # 3664-612439 Type of Account and Number and cause said work to be completed. The City may use its own discretion as to how and when the work is completed and the Contractor appoints the City as its agent with full power and authority to contract for said work. That upon completion of the work and payment of all bills, including a reasonable sum for overhead, and upon payment of all bills from said account, the remaining funds in said account will be released by the City for use by the Contractors. 4. Any interest income to said account shall be added to the principal and remain on deposit as above provided and Contractor will pay all taxes due thereon. -2- 4 5. If the work is completed pursuant to the date set forth in Paragraph 2 above, or prior to that date and the same is approved by the City Engineer, then the funds in said account will be released to the Contractor. 6. If there should be any litigation concerning the work to be done or the applicability of this agreement, then the Contractor agrees to pay in addition to any judgment, a reasonable attorney's fee. CITY OF ANACORTES /// �✓f12N=9 JCC; /Jar�Ces Rice, Mayor -3- CONTRACTOR ORDINANCE NO. 2176 AN ORDINANCE ADDING TO THE STANDARDS SECTION OF THE CITY ZONING CODE A NEW SUB -SECTION, 17.54.050, ENTITLED STORMWATER MANAGEMENT/QUALITY AND QUANTITY WHEREAS, the City of Anacortes wishes to establish interim stormwater management regulations covering both quality and quantity of discharges; WHEREAS, the Washington State Department of Fisheries has recommended some standards for this area of concern; WHEREAS, the City of Anacortes has modified these Fisheries standards for its Zoning Ordinance purposes; NOW, THEREFORE, the City Council of the City of Anacortes do ordain as follows: Section 1. 17.54.050 Stormwater Management/Ouality and Quantity. Projects involving more than 5,000 square feet of impervious surface, including roads, shall meet the following guidelines for water quantity and water quality, UNLESS the Director of Engineering and Development Services determines that no practical means exists to comply given physical site limitations. WATER QUANTITY Detention basin performance (Figure 1), shall be such that discharge from the developed area meets the following criteria: 1. Fifty percent of the pre -developed two-year peak release rate for the two-year developed design storm. (Fifty percent of the two-year peak adjusts for the extended duration of release which occurs as a result of the increase in run-off volume from the developed state.) 2. The pre -developed 25 -year peak release rate for the 25 - year developed design storm. Pre and post development run-off rates should be determined by using a continuous simulation model such as the U.S. EPA HSPF computer program. If such a watershed model is not available, a rainfall event simulation model can be used. Run-off should be computed using a SCS -based hydrograph method, and the rainfall event should be a Type lA distribution with a w 24-hour duration (USDA, analysis the peak outflow should occur within 30 ho design storm. CwY4_"� w e, Peak Outflow 1986), For purposes of from the detention basin urs from the start of the Pre—development (Natural Duration) 02 i Post—development 1/2 02 ------ ----- 3� (Extendur ed Dation) � 2 10 25 Design Storm Frequency (yrs) Figure 1 - Detention Basin Performance For an appropriate level of protection from stream channel erosion detention basin outflow rate and the time for which it occurs must be analyzed. Since inflow and outflow are independent, storage routing is required to perform this analysis. A level pool routing technique is acceptable. A suggested process is as follows 1) select trial detention basin size, 2) determine stage -storage relationship, 3) select outlet structure type and size, 4) determine stage -discharge relationship, 5) route the developed inflow hydrograph through the detention basin and 6) find whether the outflow meets the established criteria. A variable two stage outlet structure will be required to meet this performance. -2- WATER QUALITY To provide an acceptable hydraulic residence time for treatment, the two-year 24-hour storm should be detained and released at 100 percent of the pre-existing peak. Use the methods in the water quantity section for run-off calculation and detention basin sizing. Sedimentation and erosion control practices should be included into the design to prevent water quality features from becoming contaminated. The following are acceptable design standards for wet ponds and biofiltration channels. Wet Ponds - A pool of water retained in a pond by placing the outlet above the pond bottom. 1. Permanent pond surface area should equal 2 percent of the catchment area for residential, and 3 percent for commercial. 2. The permanent pond water depth should be 2-3 feet. 3. Ponds shall have a minimum of two cells. 4. Short-circuiting should be minimized by a pond length - to -width ratio greater than 3:1, use of baffles, etc. 5. Permanent wet pond volume should not be part of the detention volume required. Biofilters - A filter strip or swale used to treat stormwater run-off by interaction with vegetation and soil surfaces. 1. Avoid gravelly and coarse sandy soils in order to maximize water contact with vegetation and the soil surface. Sites with coarse soils are more appropriate for infiltration areas. 2. Biofilters should be a minimum of 200 feet in length when outletting from the project development. 3. The biofilter width should be designed based on a 2 - year 24-hour peak flow, and the following: a. Velocities should be less than 1.5 fps. b. The flow depth should be less than 4 inches. C. Longitudinal slope should average 2 to 4 percent. For slopes greater than 4 percent rock or log check dams should be installed every 50 feet. -3- 4. Side slopes should be no steeper than three horizontal: one vertical. Section 2. Effective date. This ordinance shall take effect and be in force from and after five (5) days after passage and publication. PASSED AND APPROVED on the 4th day of February, 1991. CITY OF ANACORTES, WASHINGTON Ja es Rice, Mayor _ ATfi" T• 1 �c.t ccs G e taian, Cit Clerk �g Y (CORPORATE SEAL) APP ED AS TO FORM: Stephen ansfiieltl; City Attorney -4- 63/0FLTER .54VALE IAILEr . JOT YO SCALE /1/076: B/OF/GT.?AT/ON SWAGE W/GG . BE BYP.9SSE0 U�VT/G GrRASS HA•S 6EE-Al WELL E5rAB11-0/40. /FGONSTRUCTioN PER/DO ODES Nor. Colmclnc W?H GROWING SEASON, ALTERNATE METHODS .S414AI AS EXCELS/OR BLANKETS QR •,SOV W/LL' BE_OONE. SEED M/XTUR6: XENTvcK Y BL UEGRASS, CHEW/NU FESC!/6, TAU FESCUE, PERENNIAL RYE ` MIN. S ROWS OF. �fB'� 'EXCELS/OR BLq:VACET, PLACED LEN67-1VX✓15S Al -NAGE. (SEE AA'>TE ABO✓E) �Oe5/GN HE/GK7' of Nf'I�ROSEEO GtiP BRL�40GAST/•vG G,Qi455 /3 a3uIN3N.tiLB P=R 1L'00 FTZ — S�SEEO M./X, 2 7/D 20 20(N-P-Oc) FB.eT/L1zER BOTTOM ONG)' AA7ER STANp 1S E5749415NE0 6' VMCAP-TYP. +� 0.33O O�AT � OF-Sp1GA/ R,.n WI �LJSIVau✓y'wf,n�Yr1uV5.1�•:w.•W{rnurO-]rrrr•Liw Yir.• rLV�-2y 24NR. •STORM TOP /J/pril OF FGOOJ�\ EVENT .SNAL6 4 / % /8' 4'M/N. 729,050/G SWAGE x 2 s 9' SWAGE #32- X5' B/OFILTER 51AIALE SECT/Oil/ NOT TO _,ly7LE )CK TO SCALE CHECK--i��-6 BOTTOM OF 5A1AGE SITE PLAN REVIEW DATE: J V 1N TIME: `O Ar%/ PLACE: Conference Room TO: Building Dept. Public Works Dir. City Engineer Operations Dept. Maint. Dept. Fire Dept. Planning Dir. Police Dept. SUBJECT: Project- Information LOCATION: OWNER: V1'7Q 914ztco USE: mju,%A C"raiSIA16 SITE SIZE: 24P, 3 % Z S.F. BUILD. AREA: /G* '3 C/ '9' S.F. NO. OF STORIES: / Ir 3Z I , Plans (are) (nvv—me*) available at the Building Dept. Provide any comment you wish to include in the Site Plan Review. August 9, 1991 Plan Review GM Condor, Inc. 502 34th Street Anacortes, WA 98221 This review is based on information submitted July 23, 1991 and deals only with site and structural design. As of this date no response has been received on the requested information that would allow us to classify the occupancy of the building. This review will deal only with the building shell. Occupancy of the building will not be permitted until a written detail of the use of the building is submitted to the Building Department for review and an occupancy determination is made based on the information supplied: At that time the building will either be determined to meet the occupancy requirements and be allowed to be occupied or modifications will be required to bring the building into conformance with building code requirements for the proposed occupancy. Occupancy of the building prior to issuance of a certificate of occupancy is a misdimeanor under the municipal code of the City of Anacortes. The following comments are referenced to the October 1, 1990 plan review with comments on new information following. SITE 3. A landscape plan has not been provided. 4. No signs are shown. Before any signs are erected contact the Building Department for sign ordinance requirements and a sign permit. uN parking plan has not resupplied including drainage �hparking layout and nuumbeofsallsY 0 7. Solid waste containers have not been shown. Containers are to be located for easy access by sanitation crews and the access is to be paved to city street standards. A hold harmless agreement is to be signed with the city for any damage that may occurr to the property by city vehicles. Solid waste containers shall be enclosed by a site screen. Provide a design for this enclosure. C-1 8. Curb, gutter and sidewalk is to be installed along the 34th street frontage. Provide a design showing all grades, dimensions, and construction details for approval by public works. The area between the curb and gutter and the existing paving is to be paved. Public works personnel will make available, for your use, information on file for this portion of 34th street. 9. The revised storm drainage plan has not been submitted for review. Contact Mr. Jim Pemberton for storm drainage requirements. A storm water analysis is required for a site this size. 10. A new fire hydrant is to be installed near the entrance to this property. Plans have not been submitted for review of the design for this installation. Contact Jim Pemberton for requirements. 11. The on site sanitary sewer extension is listed as private to the point of connection to the existing main. Connection to the existing main is to be by an approved saddle. An inspection manhole is required after the last connection into the side sewer. Contact Engineering for information.. STRUCTURAL 14. A special inspector shall be employed by the owner to provide special inspections for the following work; concrete and tilt up panels, reinforcing steel and tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to issuance of the permit. Section 306 UBC. All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all requirements of the 1988 Uniform Building Code. As of this writing we have received no information regarding certification of the star systems plant. This information must be on file before the permit is issued. 17. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building ri Officials. Provide credentials of the inspection agency for approval. 18. Any portion of the building to be heated above 49 degrees Fahrenheit is to be insulated to at least the following minimums; Ceiling, R-30: Walls, R-11: Slab, R-7 perimeter. Show on the plans which areas will be heated and how these areas will be insulated. Also provide heatloss calculations to justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington Sate Energy Code. 19. All work is subject to field inspection and final approval of the building inspector. Call before 9 a.m. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordnances. 20. No plumbing, mechanical or occupancy information has been submitted with application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 eddition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 additions Washington State Energy Code and the Washington State regulations for barrier free design. NEW ITEMS 22. The documents submitted July 23rd show that the building has been enlarged. No use of the enlarged area is shown on any of the plans submitted. Provide a floor plan showing the use of all areas. 23._ The star building systems plans submitted July 23rd s show several page revisions from previous documents submitted. We require that two identical sets of plans be submitted for review the following sheet numbers must be provided to agree with the plans submitted July 23rd. E1. Modified to enlarge building. E2. Redrawn to reflect enlarged building. E3. Redrawn to reflect enlarged building. E4. Redrawn to reflect the larger building. E5. Added notes. E6 Added notes and detail revisions. E7. Changed details. E8. Minor detail changes. 35.03.00 added sheet. 35.14.02 added sheet. 54.04.04 added sheet. When these sheets are submitted we will leaf them into the earlier set that was provided so that two identical sets will be on file. As noted in previous plan reviews the permit will not be issued until the above information has been completely supplied and approved to meet minimum code requirements. Sincerely, CITY OF ANACORTES Edwin A. Frank Building Official EAF:mg - PLANNING & COMMUNITY,. DEVELOPMENT DEPT.,, PERMIT CENTER P.O. SOX 547, ANACORTES, WA 98221 IRN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL October 14, 1991 Plan Review GM Condor, Inc. 502 34th Street Anacortes, W.4 98221 This is the final review for- 14 b* lding shell for a -commercial-manufacturing-structure" at the above address. A building permit will be issued on the information that has been supplied with the following conditions: 1. Before landscaping is installed a landscaping plan lNill be submitted for review and approval. 2. No signs will be erected on the site without first submitting plans for review and a sign permit. 3 The location and number of solid waste containers have �o not been shown. Ordinance requires that solid waste containers be placed on a 6 inch deep concrete pad with site screening around the enclosure. The dumpster must be accessible by city sanitation trucks. Before siting your dumpsters submit a site plan showing the location and the vehicle access to the dumpster. Include in your design the site screening that will be used. Design and development plans for the curb, gutter and 2 sidewalk along 34th street have not been provided for regi-ew_--Th-i-s_informaticn must be provided for_ revie_w_____ prior to installation of these improvements. An occupancy permit will not be issued for the building until such time as this improvement is completed. 50 The storm Z completed agreement drainage design and improvements must be prior to occupancy of the building and per with public works. A new fire hydrant is to be installed near the entrance to the this property. Plans are to be submitted for review of the design for this installation. t An inspection manhole is required in the sanitary sewer line prior to entering the city sanitary collection, 2 system. The inspection manhole is to be built to accommodate City of Anacortes mo,,.itoring devices. Contact John Franz (293-1927) for minimum dimensional requirements. This is to be installed prior to occupant; of the building. 8 This building design requires special inspectors. The special inspectors are to hired by the owner of the building and not the contractor. The following work requires special inspection: Tilt up panels, concrete and reinforcement steel; any on site welding; and structural bolting. All special inspections are to—be-approved by the Building Department prior to the start of construction. Submit a list of special inspectors to be used and their qualifications. 9�The plans do not indicate any provisions for meeting the requirements of the Washington State Energy Code. All spaces within the building that will be heated to 50 degrees Fahrenheit or more shall be insulated as required by the Washington State Energy Code. Heat systems installed shall meet said requirements. Before tenant improvements are made to the building provide plans showing which areas will be heated and how provisions of the Washington State Energy Code will be met. Occupancy of the building will not be allowed until these items have been clarified. 10. No plumbing, mechanical or occupancy information has been submitted with the application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until -all—required information submitted, reviewed for code compliance then approved in the field. 11. All work is subject to field inspection and final /bI7 approval of the building inspector. Call before 9 a.m. f for inspection the same day. It is the responsibility of the owner' /builder to comply with all provisions of the applicable codes and ordinances. 12. All applicable provisions of the 1988 Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the Washington State Energy Code and the Washington State Regulations for Barrier Free Design. Sincerely, CITY OF ANACORTES Edwin A. Frank --- Building Official, EAF -. mg— - — The above corrections will be complied with. /O// (Owner or Agent) M ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER N P.O. SOX 547, ANACOATES, WR 98221 'e�,�. 'tib IAN MUNCE, DIRECTOR August 9, 1991 Plan Review GM Condor, Inc. 502 34th Street Anacortes, WA 98221 This review is based on information submitted July 23, 1991 and deals only with site and structural design. As of this date no response has been received on the requested information that would allow us to classify the occupancy of the building. This review will deal only with the building shell. Occupancy of the building will not be permitted until a written detail of the use of the building is submitted to the Building Department for review and an occupancy determination is made based on the information supplied: At that time the building will either be determined to meet the occupancy requirements and be allowed to be occupied or modifications will be required to bring the building into conformance with building code requirements for the proposed occupancy. Occupancy of the building prior to issuance of a certificate of occupancy is a misdimeanor under the municipal code of the City of Anacortes. The following comments are referenced to the October 1, 1990 plan review with comments on new information following. SITE 3. A landscape plan has not been provided. 4. No signs are shown. Before any signs are erected contact the Building Department for sign ordinance requirements and a sign permit. 5. A parking plan has not been supplied including drainage parking layout and number of stalls. 7. Solid waste containers have not been shown. Containers are to be located for easy access by sanitation crews and the access is to be paved to city street standards. A hold harmless agreement is to be signed with the city for any damage that may occurr to the property by city vehicles. Solid waste containers shall be enclosed by a site screen. Provide a design for this enclosure. 8. Curb, gutter and sidewalk is to be installed along the 34th street frontage. Provide a design showing all grades, dimensions, and construction details for approval by public works. The area between the curb and gutter and the existing paving is to be paved. Public works personnel will make available, for your use, information on file for this portion of 34th street. 9. The revised storm drainage plan has not been submitted for review. Contact Mr. Jim Pemberton for storm drainage requirements. A storm water analysis is required for a site this size. 10. A new fire hydrant is to be installed near the entrance to this property. Plans have not been submitted for review of the design for this installation. Contact Jim Pemberton for requirements. 11. The on site sanitary sewer extension is listed as private to the point of connection to the existing main. Connection to the existing main is to be by an approved saddle. An inspection manhole is required after the last connection into the side sewer. Contact Engineering for information. STRUCTURAL 14. A special inspector shall be employed by the owner to provide special inspections for the following work; concrete and tilt up panels, reinforcing steel and tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to issuance of the permit. Section 306 UBC. 15. All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all requirements of the 1988 Uniform Building Code. 16. As of this writing we have received no information regarding certification of the star systems plant. This information must be on file before the permit is issued. 17. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building N N Officials. Provide credentials of the inspection agency for approval. 18. Any portion of the building to be heated above 49 degrees Fahrenheit is to be insulated to at least the following minimums; Ceiling, R-30: Walls, R-11: Slab, R-7 perimeter. Show on the plans which areas will be heated and how these areas will be insulated. Also provide heatloss calculations to justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington Sate Energy Code. 19. All work is subject to field inspection and final approval of the building inspector. Call before 9 a.m. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordnances. 20. No plumbing, mechanical or occupancy information has been submitted with application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 eddition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 additions Washington State Energy Code and the Washington State regulations for barrier free design. NEW ITEMS 22. The documents submitted July 23rd show that ti -.e building has been enlarged. No use of the znlarged area is shown on any of the plans submitted. Provide a floor plan showing the use of all areas. 23. The star build ng systems plans submitted July 23rd show several page revisions from previous documents zubmitted. We require that two identical sets of plans be submitted for review the following sheet numbers must be provided to agree with the plans submitted July 23rd. August 9, 1991 Plan Review GM Condor, Inc. 502 34th Street Anacortes, WA 98221 This review is based on information submitted July 23, 1991 and deals only with site and structural design. As of this date no response has been received on the requested information that would allow us to classify the occupancy of the building. This review will deal only with the building shell. Occupancy of the building will not be permitted until a written detail of the use of the building is submitted to the Building Department for review and an occupancy determination is made based on the information supplied: At that time the building will either be determined to meet the occupancy requirements and be allowed to be occupied or modifications will be required to bring the building into conformance with building code requirements for the proposed occupancy. Occupancy of the building prior to issuance of a certificate of occupancy is a misdimeanor under the municipal code of the City of Anacortes. The following comments are referenced to the October 1, 1990 plan review with comments on new information following. SITE 3. A landscape plan has not been provided. 4. out No signs are contact the shown. Building Before any Department signs are for sign erected ordinance LN requirements and a sign permit. �' 5.Z,OA parking plan has not been supplied including drainage parking layout and number of stalls. Menem 7. Solid waste containers have not been shown. Containers are to be located for easy access by sanitation crews and the access is to be paved to city street standards. A hold harmless agreement is to be signed with the city for any damage that may occurr to the property by city vehicles. Solid waste containers shall be enclosed by a site screen. Provide a design for this enclosure. `002 Curb, gutter and sidewalk is to be installed along the 34th street frontage. Provide a design showing all grades, dimensions, and construction details for approval by public works. The area between the curb and gutter and the existing paving is to be paved. Public works personnel will make available, for your use, information on file for this portion of 34th street. d, � 9. The revised storm drainage plan has not been submitted . for review. Contact Mr. Jim Pemberton for storm55w�� drainage requirements. A storm water analysis is yu•1�O required for a site this size. 10. A new fire hydrant is to be installed near the entrance to this property. Plans have not been submitted for review of the design for this installation. Contact Jim Pemberton for requirements. 11. The on site sanitary sewer extension is listed as private to the point of connection to the existing main. Connection to the existing main is to be by an approved saddle. An inspection manhole is required after the last connection into the side sewer. Contact Engineering for information. STRUCTURAL 14. A special inspector shall be employed by the owner to provide special inspections for the following work; concrete and tilt up panels, reinforcing steel and tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to issuance of the permit. Section 306 UBC. 60 .i&,J, 15 73 All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all requirements of the 1988 Uniform Building Code. As of this writing we have received no information regarding certification of the star systems plant. This information must be on file before the permit is issued. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building FAM r' Officials. Provide credentials of the inspection agency for approval. 18. Any portion of the building to be heated above 49 degrees Fahrenheit is to 4e insulated to at least the following minimums; Ceiling, R-30: Walls, R-11: Slab, R-7 perimeter. Show on the plans which areas will be heated and how these areas will be insulated. Also provide heatloss calculations to justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington Sate Energy Code. 19. All work is subject to field inspection and final approval of the building inspector. Call before 9 a.m. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordnances. 20. No plumbing, mechanical or occupancy information has "J' been submitted with application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 eddition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 additions Washington State Energy Code and the Washington State regulations for barrier free design. NEW ITEMS 22. The documents submitted July 23rd show that the building has been enlarged. No use of the enlarged area is shown on any of the plans submitted. Provide a floor plan showing the use of all areas. -23. The star building systems plans submitted July 23rd CG✓red show several page revisions from previous documents submitted. We require that two identical sets of plans be submitted for review the following sheet numbers must be provided to agree with the plans submitted July 23rd. E1. Modified to enlarge building. E2. Redrawn to reflect enlarged building. E3. Redrawn to reflect enlarged building. E4. Redrawn to reflect the larger building. E5. Added notes. E6 Added notes and detail revisions. E7. Changed details. E8. Minor detail changes. 35.03.00 added sheet. 35.14.02 added sheet. 54.04.04 added sheet. When these sheets are submitted we will leaf them into the earlier set that was provided so that two identical sets will be on file. As noted in previous plan reviews the permit will not be issued until the above information has been completely supplied and approved to meet minimum code requirements. Sincerely, CITY OF ANACORTES Edwin A. Frank Building Official EAF:mg MEMORANDUM To: Ed Frank From: Jim Pemberton Date: September 3, 1 Re: Hydralic Fishing Supply Proposed Construction on 34th Street Having briefly reviewed the plans submitted for the above referenced project I have the following comments: 1. A more detailed design will be required for the ground water infiltration system proposed to handle surface water runoff from the parking lot and the building, that design should be accompanied by a storm water analysis showing the pre developed and post developed flows expected to be handled with the proposed system. There is no engineering data provided supporting the use of an infiltration system nor are the plans adequate for review. 2. Curb and gutter and sidewalk plus additional paving on 34th Street is required per the Street Improvement Ordinance, and a plan of profile for that curb and gutter should also be required. It may also make sense in light of the fact that some of the improvements required are improvements to public right-of-way that these be bonded to assure completion. 0 ` SITE PLAN In order to facilitate review and commentary of site plans for proposed develop- ment, 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 line. 3. Setbacks required. 4. Building location and dimensions including height. 5. Type of construction - wood, concrete, block, composite, etc. 6. Number of units, if applicable. 7. Easements of record or contemplated. a 8. Landscaping contemplated. 9. Location of existing and proposed signs including elevation and size. .� 10. Location of parking and required number of stalls, handicapped parking and how parking is designated per unit if applicable, striping and wheel stops. — -� 11. Location and size of driveways. �j 12. Size and location of solid waste containers, plus details of any site screening fences or structures, etc. �j 13. Location of existing and proposed streets, curbs and gutter, width and location of sidewalks, wheelchair ramps, contemplated and required and street centerlines and dimensions. -,_�. 14. Location of existing and proposed storm sewers, catch basins, -manholes, footing drains, parking lot storm drains, etc. 15. Location of existing and proposed water mains, service lines, sprinkler systems, fire hydrants, backflow devices. Include sizes, existing or contemplated. . 16. Location of existing and proposed sanitary sewer, collectors, side services, manholes and sampling manholes. Include sizes existing and proposed. Complete and submit with site pians an application for Industrial Discharge Permit. 17. Note proposed establishment of home owners, condominium, apartment owners, etc. associations, if any. 18. Show existing zoning and proposed density. 19. Show topography and/or elevation points, including cross section(s) thru lot showing proposed h existing elevations including streets and alleys. 20. Shoreline designation if within 200 feet of ordinary high water. 21. State Environmental Protection Act (SEPA) checklist. ?1)T 7 nl / V CIO" 1 -�Tf d °1 /7/ 7 17 J M)odA P.O. Box 547 Aoacortes, WA 98221 Phone: (206) 293-1900 FAX: (206) 293-1928 Date: 30 IJ6 Y ?6 TO:a3 FROM: Z D Cover Sheet Plus Time: p? `I3- / 1 a ) S Pages AM PM\ COMMENTS:l�2csGtrnru�t/Y �m�aa��a >t(s �az�r, Or Tc/00/2�,t��o. Cvlc7ia XLo7r S j77,Ja�7) Tmolca7«v� �I� n�/ll ?aeCl9� ) AZ 1150 LaBLy a ALC _r7&nvS taus J3 F2vV40,cE'9 Ca, KC;- Y 04�1 �p9 cam► �v � C ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEBT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) P.O. BOX 547, ANACORTES, WR 98221 IAN MUNCE, DIRECTOR /,(_r/l- 30-10 —>j 1,'4P1[147CS IN F0jzMATto.f October 1, 1990 p(u-r 5�gMi77rsD 1/417 111 ©dick Plan Review G. M. Condor, Inc. 502 -34th Street This review is based on information submitted to date and deals only with site and structural design. A review of occupancy requirements will be completed when written �r documents are submitted detailing use of the building. Such information must include a—ceseription of all materials used in the building and all activities or manufacturing operations that will be conducted in the building. Lot Area: Building Area: Building Height: Use Zone: �j Occupancy Group: Construction: Valuation: Parking Shown: Parking Required Occupant Load: 115,311 Square Feet 11,431 Square Feet 32 Feet Heavy Manufacturing To be determined Type VN(2 yard allowance) $500,000 23 spaces 33 Spaces 66 The following plan review is for structural plans submitted September 5, 1990. Interior improvements are not shown and will be reviewed when submitted for permit. SITE �i 1. Submit a record of a recent survey of the property to verify the location of property corners. 2. No easements are shown on the site plan. If any easements exist, show them. If no easements exist, so note on the site plan. 3. The area shoi%w as landscaped is ok. Provide a landscape plan for approval prior to development of the area. 4. No signs are shown. Before any signs are erected, contact the building department for sign ordinance requirements and a sign permit. n I G. M. Condor, Inc October 1, 1990 5. Based on the occupant load of the building, 33 parking spaces are required, including at least one space designated for the mobility impaired. The width of the access way should be not less than 24 feet for 90 degree parking. 6. The width of the driveway is OK. Is the location best for access of delivery trucks and moving of finished product from the property? The driveway is to be not less than 6 inch thick concrete with 1/2 inch reinforcing bar at 12 inches on center each way. 7. No solid waste containers are shown. Containers are to e located for easy access by sanitation crews and the access is to be paved to city street standards. A hold - harmless agreement is to be signed with the city for any damage that may be incurred to the property. 8. Curb, gutter and sidewalk is to be installed along the 34th street frontage. Provide design shown all grades, dimensions, and construction details for approval by Public Works. The area between the new curb and gutter and the existing paving is to be paved. Public works will make available, for your use, information on file for this portion of 34th street. g'J`n(--- 9 The location of the onsite catch basins is OK. Contact t) eS1G 4 Jim Pemberton for additional storm drainage requirements and extension of the street storm drain lines. Mr. Pemberton will also provide information on upcoming State requirements for handling of storm drainage. A storm water analysis is required. 10. A new fire hydrant is to be installed near the entrance to this property. Contact Jim Pemberton for requirements. il. The onsite sanitary sewer extension is classified as private to the point of connection to the existing main. Connection to the existing main is to be by an approved saddle. Discharge into a manhole is not allowed. /.k,Td. .E)us 71 Ad 6 L Azci-P,A( kft Ae lac= F'6" 66, -O W[ YN ca„l CXcs>Gt zv0RoIeViIT7! `�5o 12. Provide a copy of the engineers calculations for the foundation and tilt up sections with the cover sheet stamped and signed by the design engineer. 'W— VA Show the welding details for all welded connections. rrni00�T�au7 14. A special inspector shall be employed by the owner to provide special inspections of the following work: Concrete G. M. Condor, Inc October 1, 1990 in tilt up panels, reinforcing steel in tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to start of work. Section 306, UtS( �m90Z-ruT15. All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all the requirements of the 1988 Uniform Building Code. !a�1��y� 16. Before a permit is issued, submit to the building department a letter from the approved inspection agency indicating that the fabrication shop has been inspected and certified to meet the requirements of the building code. 17. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building Officials. Submit credentials of the inspection agency for approval. �yK9C39-;fAgf1 8. Any portion of the building to be heated to above 49 degrees Fahrenheit is to be insulated to at least the following minimums: Ceiling, R-30; Walls, R-11; Slab, R-7 perimeter. Show which areas will be heated and how these areas will be insulated. Also provide heat loss calculations to justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington State Energy Code. 19. All work is subject to field inspection and final approval of the Building Inspector. Call before 9:00 A. M. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordinances. ,MpojaPJ-(20. No plumbing, mechanical or occupancy information has been submitted with this application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 edition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the Washington State Energy Code and the Washington State regulations for barrier free design. Edwin Frank, Building Official G. M. Condor, Inc October 1, 1990 in tilt up panels, reinforcing steel in tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to start of work. Section 306, UBC. 15. All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all the requirements of the 1988 Uniform Building Code. 16. Before a permit is issued, submit to the building department a letter from the approved inspection agency indicating that the fabrication shop has been inspected and certified to meet the requirements of the building code. 17. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building Officials. Submit credentials of the inspection agency for approval. 18. Any portion of the building to be heated to above 49 degrees Fahrenheit is to be insulated to at least the following minimums: Ceiling, R-30; Walls, R-11; Slab, R-7 perimeter. Show which areas will be heated and how these areas will be insulated. Also provide heat loss calculations to justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington State Energy Code. 19. All work is subject to field inspection and final approval of the Building Inspector. Call before 9:00 A. M. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordinances. 20. No plumbing, mechanical or occupancy information has been submitted with this application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 edition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the Washington State Energy Code and the Washington State regulations for barrier free design. i Edwin Frank, Building Official ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. {INCLUDING BUILDING AND PERSONNEL D(PARTMENTS} P.O.80X $47, RNACORTES, WR 98991 IAN MUNCE, DIRECTOR July 16, 1990 Mr. Vito Ruzich 9 M Condor Inc. 720 30th Street Anacortes. WA 98221 Dear Mr. Ruzich, The site plan committee met Thursday, July 12, 1990 to review the site plan submitted for your new manufacturing building located at 502 34th street. The following comments follow the attached site plan outline. The information requested must be provided on construction documents and in conformance with the city standards before final review may be completed. 1. The site plan is drawn to a reasonable scale showing only the property lines, the building foot print and proposed parking. 2. The location of the property lines appear OR as shown. 3. The building setbacks are OR as shown. 4. The building location and height is OR as shown. 5. Type of construction shown is steel frame. 6. NA 7. No easements are shown. 8. Landscaping contemplated is not shown. The zoning ordi- nance requires perimeter landscaping not less than 5 feet in width along abutting streets. Show where landscaping will be provided. Before a building permit will be issued, a land- scaping plan must be submitted showing types of planting, etc. 9. No signs are shown. The city has an ordinance regulating the size and location of signs. Before any signs are erected, contact the permit center for permit requirements. 10. 20 par ing spaces are shown. Based on building code cal- culations for occupancy loads. 23 spaces are required. At least one space, near the office, is to be sized and signed for use by the handicapped. Wheel stops or a 3 foot wide 9M Condor Inc. concrete sidewalk is to be placed along the building at the parking stalls. This is to protect the building from damage by the, vehicles - show these details on the revised site plan. ; 11. The location and size of the access driveway is OK as shown. Will a second access be required? Provide construc- tion details for the driveway approach and asphalt. 12. The size and location of solid waste containers Is not shown. Show on the site plan where the containers will be located and the size of container that will be required for your operation. A minimum six Inch thick concrete pad is re- quired to support a dumpster. Dumpster enclosure site re- quirements are attached. 13. The location of the existing street is shown. The new curb and gutter and 5 foot wide sidewalk is to continue the full length of the property frontage along 34th street. As- phalt paving is to be placed between the existing paving and the new curb and gutter. Contact Jim Pemberton for specifi- cation requirements. Provide design, including elevation points for this portion of the project. Show also a section detail and specifications to meet city development standards. 14. No storm drainage is shown. Provide complete details showing catch basins, piping size and direction to drainage and details for installing same. An oil/water separation will be required on the system before discharging to the city system. 15. The location and size of existing water mains are not shown. Show on the site development drawing this information plus proposed water service lines to the building. indicate appropriate construction details on the construction draw- ings. 16. Replacement of the existing sanitary sewer has been added to the file copy of the site plan. On the revised plans show the size and location of the sewer along with in- stallation details and specifications. A sewer inspection manhole is required just outside the building. Show the lo- cation and construction details for the manhole. 17. NA 18. The existing zoning is heavy manufacturing. 19. Topography and elevation points are not shown. Please show this information on the construction drawings including cross sections thru the lot and details of any retaining walls. 0 26. This project is outside the shorelines area. 9M Condor Inc. 21. This project is exempt from the State Environmental Pro- tection Act check list. When the above information is completed on the site drawings, we will again review plans for this project. Sincerely, r�-� -_ Edwin A. Frank Building Department 293-1961 Enclosures: cc: Dave Ford Jim Pemberton Cecil Little Doug Terry John Franz Ian Munce Bob Clumpner Ralph Rowland n October 1, 1990 Plan Review G. M. Condor, Inc. 502 -34th Street This review is based on information submitted to date and deals only with site and structural design. A review of occupancy requirements will be completed when written documents are submitted detailing use of the building. Such information must include a description of all materials used in the building and all activities or manufacturing operations that will be conducted in the building. Lot Area: Building Area: Building Height: Use Zone: Occupancy Group: Construction: Valuation: Parking Shown: Parking Required Occupant Load: 115,311 Square Feet 11,431 Square Feet 32 Feet Heavy Manufacturing To be determined Type VN(2 yard allowance) $500,000 23 spaces 33 Spaces 66 The following plan review is for structural plans submitted September 5, 1990. Interior improvements are not shown and will be reviewed when submitted for permit. SITE 1. Submit a record of a recent survey of the property to verify the location of property corners. 2. No easements are shown on the site plan. If any easements exist, show them. If no easements exist, so note on the site plan. 3. The area show as landscaped is ok. Provide a landscape plan for approval prior to development of the area. 4. No signs are shown. Before any signs are erected, contact the building department for sign ordinance requirements and a sign permit. G. M. Condor, Inc October 1, 1990 S. Based on the occupant load of the building, 33 parking spaces are required, including at least one space designated for the mobility impaired. The width of the access way should be not less than 24 feet for 90 degree parking. 6. The width of the driveway is OK. Is the location best for access of delivery trucks and moving of finished product from the property? The driveway is to be not less than 6 inch thick concrete with 1/2 inch reinforcing bar at 12 inches,on center each way. 7. No solid waste containers are shown. Containers are to be located for easy access by sanitation crews and the access is to be paved to city street standards. A hold - harmless agreement is to be signed with the city for any damage that may be incurred to the property. B. Curb, gutter and sidewalk is to be installed along the 34th street frontage. Provide design shown all grades, dimensions, and construction details for approval by Public Works. The area between the new curb and gutter and the existing paving is to be paved. Public works will make available, for your use, information on file for this portion of 34th street. 9. The location of the onsite catch basins is OK. Contact Jim Pemberton for additional storm drainage requirements and extension of the street storm drain lines. Mr. Pemberton will also provide information on upcoming State requirements for handling of storm drainage. A storm water analysis is required. 10. A new fire hydrant is to be installed near the entrance to this property. Contact Jim Pemberton for requirements. 11. The onsite sanitary sewer extension is classified as private to the point of connection to the existing main. Connection to the existing main is to be by an approved saddle. Discharge into a manhole is not allowed. STRUCTURAL 12. Provide a copy of the engineers calculations for the foundation and tilt up sections with the cover sheet stamped and signed by the design engineer. 13. Show the welding details for all welded connections. 14. A special inspector shall be employed by the owner to provide special inspections of the following work: Concrete G. M. Condor, Inc October 1, 1990 in tilt up panels, reinforcing steel in tilt up panels, on site welding, and structural bolting. Provide a proposal for the inspection agency for approval prior to start of work. Section 306, UBC. 15. All prefabricated structural materials shall be assembled in a shop inspected by an approved inspection agency. A certificate of approval shall be furnished with every prefabricated assembly certifying that the assembly has been inspected and meets all the requirements of the 1988 Uniform Building Code. 16. Before a permit is issued, submit to the building department a letter from the approved inspection agency indicating that the fabrication shop has been inspected and certified to meet the requirements of the building code. 17. If the fabrication shop is not inspected by an approved inspection agency, then make arrangements with an approved special inspector to inspect the shop welding for conformance to design and verify certification of welders by the Washington Association of Building Officials. Submit credentials of the inspection agency for approval. 18. Any portion of the building to be heated to above 49 degrees Fahrenheit is to be insulated to at least the following minimums: Ceiling, R-30; Walls, R-il; Slab, R-7 perimeter. Show which areas will be heated and how these areas will be insulated. Also provide heat loss calculations to justify the sizing of the heat system. Areas heated to less than 50 degrees shall have the heat system controlled with a thermostat with a maximum setting of 49 degrees. Washington State Energy Code. 19. All work is subject to field inspection and final approval of the Building Inspector. Call before 9:00 A. M. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordinances. 20. No plumbing, mechanical or occupancy information has been submitted with this application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information is submitted, approved for design and then approved in the field. 21. All applicable provisions of the 1988 edition of the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the Washington State Energy Code and the Washington State regulations for barrier free design. Edwin Frank, Building Official oM Leonard, Boudinot & Skodje Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS February 12, 1993 City of Anacortes Public Works Department 6th Street and Q Avenue Anacortes, WA 98221 Attention: Jim Pemberton Reference: Site and Drainage Improvements for Vito Ruzich Dear Jim: JOHN E LEONARD, JR , PE & P.L.S ROBERT C. BOUDINOT, JR, PE JEFFREY A SKODJE, PLS Thank you for reviewing and approving the aforementioned project. At our meeting on February 11, 1993, you expressed some concern regarding the concentrated storm runoff from this site to the existing ditch and culvert system along the south side of 34th Street. At your request, I have provided the quantities of storm runoff from the proposed parking lot. We used the Waterworks software which incorporates the Santa Barbara Unit Hydrograph Method. The ten year developed parking lot runoff is 0.08 cfs and the 25 year runoff is 0.10 cfs. You indicated that the city is unaware of any capacity problems within the existing drainage system along the south side of 34th Street. This system discharges into the bay east of this site. The existing site to be improved, 7,920 square feet, is comprised of a very dense, gravelly, rock material. It is likely that the majority of rainfall on this existing site drains off in the form of surface runoff. With the proposed asphalt improvements there shouldn't be an increase in runoff quantity. We are, however, concentrating the runoff from the proposed parking lot and diverting it to the existing drainage system along the south side of 34th Street. No storm drainage calculations have been required other than the specific parking lot runoff. Based on topographic asbuilts along the south side of 34th Street adjacent to this site, the existing culverts have a capacity of approximately 2.9 cfs. Recognizing that the existing storm drainage system is apparently not undersized, I don't feel there should be a capacity problem with the addition of this parking lot runoff. If you should have any questions or require additional information, please feel free to contact us. Sincerely yours, rAe-� John P. Ravnik, P.E. F\DOCS\LETTER\93029-2.J PR Mount Vernon Office. 603 South First Street, Mount Vernon, WA 98273, (206) 336-57511FAX (206) 336-3981 Anacortes Office 606 Commercial Avenue, Anacortes, WA 98221, {206) 293-4508 Mailing Address PO. Box 1228, Mount Vernon, WA 98273 GENERAL CONSTRUCTION NOTES FOR CONDOR / VITO RUZICH Job No. 93029 February 11, 1993 1) All work shall conform to the 1991 Standard Specifications prepared by the Washington State Department of Transportation and the American Public Works Association, together with all requirements of city of Anacortes Public Works. 2) The Contractor shall keep the site in a neat, orderly condition. Traffic shall be maintained to a minimum of one lane on 34th Street at ail times. Temporary lane closures shall be scheduled and approved by the city of Anacortes at least two days prior to construction. 34th Street shall be temporarily repaired to provide two traffic lanes during non -construction hours. 3) The Contractor shall excavate to the designed parking lot subgrade elevation to expose a firm, non -yielding surface. The Contractor shall proof roll the entire graded gravel surface with a ten ton steel static roller or loaded dump truck to check for soft areas. Where the subgrade is unsuitable to support the proposed asphalt section, the Contractor shall over excavate and backfill with compacted gravel base material. 4) Gravel Base shall conform to Section 9-03.10 of the 1991 Standard Specification. Gravel shall be placed according to Section 2-03.3(14)c, compacted to a minimum of 95% maximum density. 5) Crush Top Course shall conform to Section 9-03.9(3), compacted to a minimum of 95% maximum density. 6) All ditches and disturbed areas within this construction shall be fertilized, seeded and mulched. Grass seed shall be a durable playground mix suitable for saturated conditions to be approved by the Engineer prior to application. During construction, straw bales shall be placed in the ditch at 50' intervals for sediment control, to be removed at the end of construction. 7) Proposed 8" diameter PVC pipe shall conform to Section 9-05.12. Installation of the proposed storm line under the existing asphalt road shall conform to the city of Anacortes " Utility Trench Detail Within the Paving " attached. Installation of the storm line within the right of way, outside of the existing asphalt shall conform the city of Anacortes " Typical Utility Trench Detail Beyond the Sidewalk " attached. Installation of the proposed storm line outside of the right of way shall conform to the city of Anacortes " Utility Trench Detail Within the Paving " except the crushed top course shall extend to the existing ground level. l GENERAL CONSTRUCTION NOTES Page two of two Condor #93029 8) Type I Catch Basins shall conform to Standard Plan B-1 of the Standard Plans Manual, attached, with a minimum 18" sump. The catch basin shall be neatly mudded with concrete inside and outside where the pipe enters. 9) The asphalt parking lot shall be 3" of Class B Asphalt, applied in two equal lifts, over 2" of crushed top course on the existing graded gravel material. The existing graded gravel material shall be sprayed with soil residual herbicide prior to placement of crushed top course. The parking stalls shall be striped to the dimension shown on the plans using white or yellow paint. Application shall conform to Section 8-22. fad0c \speat93029spc.jpr C 10 • _agilue • • • • _ (o) rr Il I � I I r TYPICAL UTILITY TRENCH DETAIL TRESS WHICH ARE OUTSIDE THE SIDE- WALK AREA SMALL BE BACKFILLED WITH NATIVE MATERIAL UNLESS THE ENGFL SPECIFIES OWFERENTLY. WATER LINE PIPE SHALL BE BEDDED WITH SAND BEFORE BACKFILLING WITH NATIVE. ANY SPECIAL CONDITIONS MUST FIRST BE APPROVED BY THE CITY ENGINEER lE-4 WATER LIES SHALL BE WRAPPED PATH 8 MIL POLYETHYLENE PLASTIC (IN CON- FORMIENCE WITH 0105} REV. DATE 10-04-91 -ILITY DATEI 4-2�-90 TRENCH DETAIL CIJMPUTER NAME= UTIL CITY OF ANAC[JKiES WITHIN THE PAVING ENGINEERING DEPARTMENT RAW_ N BY, Al_MVTG TRENCH NOTES &2 INCH MIN. CLASS B ASPHALT PATCH COMPACTED TO 92 PERCENT MAX. DEN- SITY. IF EXISTING ASPHALT IS GREATER THAN 2 INCHES, 1T SHALL BE REPLACED WITH AN EQUAL AMOUNT COMPACTED IN 2 INCH LIFTS •' I FOOT OF 5/8 INCH MINUS CRUSHED SURFACING MATERIAL TO BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. &2 1/2 INCH MINUS BANK RUN GRAVEL COM- PACTED TO 95 PERCENT OF MAXIMUM DENSITY. COMPACTED LIFTS SHALL NOT O EXCEED 8 TO 12 INCHES &I FOOT OF SAND BACKFILL TO BE HAND COMPACTED ABOVE CROWN OF PIPE O5 -HAND COMPACTED SAND BACKFILL TO BE TAMPED AROUND THE PIPE. THICKNESS EQUALS OUTSIDE DIAMETER OF PIPE 9-6 INCHES OF SAND BACKFlLL TO BE O HAND COMPACTED. EXISTING ASPHALT. 1.O 8 TACK ALL EDGES AND FACES OF EXISTING ASPHALT. 1 FOOT DISTANCE MIN_ © 19 10 TRENCH LINE.I6 n UNDISTURBED EARTH. GENERAL NOTES: NOTE -1 THIS UTILITY TRENCH DETAIL IS FOR RIDCIO OR FLEXIBLE POPE INSTALLATIONS THIS DETAIL SHALL BE USED IN DISTANCES GREATER THAN 100 LINEAR FEEL DISTANCES LESS THAN 100 FEET WITCH ARE WITHIN THE PAVING AREA SHALL USE 4 FEET OF CRUSHED ROCK INSTEAD OF 1 FOOT. TRESS WHICH ARE OUTSIDE THE SIDE- WALK AREA SMALL BE BACKFILLED WITH NATIVE MATERIAL UNLESS THE ENGFL SPECIFIES OWFERENTLY. WATER LINE PIPE SHALL BE BEDDED WITH SAND BEFORE BACKFILLING WITH NATIVE. ANY SPECIAL CONDITIONS MUST FIRST BE APPROVED BY THE CITY ENGINEER lE-4 WATER LIES SHALL BE WRAPPED PATH 8 MIL POLYETHYLENE PLASTIC (IN CON- FORMIENCE WITH 0105} REV. DATE 10-04-91 -ILITY DATEI 4-2�-90 TRENCH DETAIL CIJMPUTER NAME= UTIL CITY OF ANAC[JKiES WITHIN THE PAVING ENGINEERING DEPARTMENT RAW_ N BY, Al_MVTG C TYPICAL UTILITY TRENCH DETAIL WITH BANK RUN GRAVEL TYPICAL UTILITY TRENCH DETAIL BEYOND THE SIDEWALK L TRENCH NOTES V &2-1/2SBANK COM- PACTED INO " PACTED95 PERCEN OF MAAXtMUY COMPACTED LIFTS SHAD. NOT EXCEED 8 TO 12 INCHES w a a &I FOOT OF SAND BACKALL TO BE HAND COMPACTED ABOVE CROWN OF PIPE. O3 -HAND COMPACTED SAND BACKFILL TO BE TAMPED AROUND THE PIPE THICKNESS o EQUALS OUTSIDE DIAMETER OF PPE o-6 INCHES OF SAND BACKflU. TO BE 0 HAND COLtPACTED. t - w TRENCH LINE < 6 UNDISTURBED EARTH. OJ -^RESTLRATION SHALL BE IN ACORDANCE WITH GENERAL NOTE -3. ® a6 RICHES OF NATIVE MATERIAL SHALL BE COMPATED TO 85 PERCENT OF MAXIMUM DENSITY. GENERAL/� NOTES: NOTE -i WATER UNES PINCHES AND GREATER SHALL BE WRAPPED WITH B MIL POLY- ETHYLENE PLASTIC (IN CONFORMENCE WITH Cm). OTE -2 ANY SPECIAL CONDITIONS MUST FIRST BE APPROVED BY THE CITY ENCINEER. TE -3 RESTORATION SHALL CONSIST OF REMOVING ALL ROCKS GREATER THAN 1 INCH IN DIAMETER, BLENDING THE TOP OF THE TRENCH WITH THE SURROUNDING GRADE, REMOVING ALL SPOILS FROM THE SITE AND RESEEDING ALL EXCAVATED AREAS. REVISED: DATE: 4-22-90 04-24-91 COMPUTER NAME: B-UTIL-21 STAND, 1.D.: CITY OF ANACORTES ENGR. DEPTT, 904 6TH STREET .. ANACORTES, WA 98221 N n 1-•3 ba 2-e3 be A* A e3 bar each corner, e3 bar each side e3 bar each way o � v Notes; Catch Basins to be constructed in accordance with ASTM Frame and grate C 478 (AASHTO M 199) b ASTM C 890 unless otherwise shown (See Standard Plan for details) on plans or noted in the Standard Specifications. As an acceptable alternate to rebor, welded wire fabric having a minimum area of 0.12 square inches per foot may be used. Welded wire fabric shall comply to ASTM A 497 (AASHTO M 221). Wire fabric shall not be placed in the knockouts. 6" Kiser Section The bottom of the precast base section may be rounded. Precast bases shall be furnished with cutouts or knockouts. Knockouts shall have a wall thickness of 2" minimum. Knockouts may be on all 4 sides with maximum diameter of 20". Knockouts may be either round or "D" shape. Pipe to be installed in factory supplied knockouts. 12" Riser Section Knockout or cutout hole size is equalto pipe outer diameter plus catch basin wall thickness. The maximum depth from the finished grade to the pipe invert is 5'-0". The taper on the sides of the precast base section and riser section shall not exceed 1/2"/ft. Catch basin frame and grate shall be in accordance with Precast Base Section Standard Specifications and meet the strength requirments of Federal Specification RR -F -621D. Mating surfaces shall be "/*(Measurement at the top 1 finished to assure non -rocking fit.' of the base l / Frame and grate may be installed with flange dawn or cast into riser. CATCH BASIN TYPE 1 December 1, 1986 STANDARD PLAN B-1 r GENERAL CONSTRUCTION NOTES FOR CONDOR / VITO RUZICH Job No. 93029 February 11, 1993 1) All work shall conform to the 1991 Standard Specifications prepared by the Washington State Department of Transportation and the American Public Works Association, together with all requirements of city of Anacortes Public Works. 2) The Contractor shall keep the site in a neat, orderly condition. Traffic shall be maintained to a minimum of one lane on 34th Street at all times. Temporary lane closures shall be scheduled and approved by the city of Anacortes at least two days prior to construction. 34th Street shall be temporarily repaired to provide two traffic lanes during non -construction hours. 3) The Contractor shall excavate to the designed parking lot subgrade elevation to expose a firm, non -yielding surface. The Contractor shall proof roll the entire graded gravel surface with a ten ton steel static roller or loaded dump truck to check for soft areas. Where the subgrade is unsuitable to support the proposed asphalt section, the Contractor shall over excavate and backfill with compacted gravel base material. 4) Gravel Base shall conform to Section 9-03.10 of the 1991 Standard Specification. Gravel shall be placed according to Section 2-03.3(14)c, compacted to a minimum of 95% maximum density. 5) Crush Top Course shall conform to Section 9-03.9(3), compacted to a minimum of 95% maximum density. 6) All ditches and disturbed areas within this construction shall be fertilized, seeded and mulched. Grass seed shall be a durable playground mix suitable for saturated conditions to be approved by the Engineer prior to application. During construction, straw bales shall be placed in the ditch at 50' intervals for sediment control, to be removed at the end of construction. 7) Proposed 8" diameter PVC pipe shall conform to Section 9-05.12. Installation of the proposed storm line under the existing asphalt road shall conform to the city of Anacortes " Utility Trench Detail Within the Paving " attached. Installation of the storm line within the right of way, outside of the existing asphalt shall conform the city of Anacortes " Typical Utility Trench Detail Beyond the Sidewalk " attached. Installation of the proposed storm line outside of the right of way shall conform to the city of Anacortes " Utility Trench Detail Within the Paving " except the crushed top course shall extend to the existing ground level. GENERAL CONSTRUCTION NOTES Page two of two Condor x#93029 8) Type I Catch Basins shall conform to Standard Plan B-1 of the Standard Plans Manual, attached, with a minimum 18" sump. The catch basin shall be neatly mudded with concrete inside and outside where the pipe enters. 9) The asphalt parking lot shall be 3" of Class B Asphalt, applied in two equal lifts, over 2" of crushed top course on the existing graded gravel material. The existing graded gravel material shall be sprayed with soil residual herbicide prior to placement of crushed top course. The parking stalls shall be striped to the dimension shown on the plans using white or yellow paint. Application shall conform to Section 8-22. f:\docs\spec\93029spc.jpr w �O� rr 11 A. TYPICAL UTILITY TRENCH DETAIL 0. - r) TRENCH NOTES &2 INCH LLW. CLASS D ASPHALT PATCH COMPACTED TO 92 PERCENT MAX. DEN - STY. IF E}]STING ASPHALT IS GREATER THAN 2 INCHES IT SHALL BE REPLACED WITH AN EQUAL AMOUNT CCUPACTED IN 2 INCH LIFTS. I FOOT OF 5/8 INCH MINUS CRUSHED SURFACING MATERIAL TO BE CCMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. 3a2 1/2 INCH MINUS BANK RUN GRAVEL COM- PACTED TO 95 PERCENT OF MAXIMUM DENSITY. COMPACTED LIFTS SHALL NOT EXCEED 8 TO 12 INCHES 4�1 FOOT OF SAND BACKFILL TO BE HAND COMPACTED ABOVE CROWN OF PIPE Sa HAND COMPACTED SAND BACKFILL TO BE TAMPED AROUND THE PIPE. THICKNESS EOUALS OUTSIDE DIAMETER OF PIPE. 6�•6 INCHES OF SAND BACKFILL TO BE HAND COMPACTED. EXISTING ASPHALT. (9 -TACK All. EDGES AND FACES OF EXISTING ASPHALT. r-'11-1 FOOT DISTANCE MIN- © 10 TRENCH UTE. I1 UNDISTURBED EARTH. .1 GENERAL NOTES- . NOTE -1 THIS UTILITY TRENCH DETAIL IS FOR RIDGID OR FLEXIBLE PIPE. INSTALLATIONS. THIS DETAIL SHALL BE USED IN DISTANCES GREATER THAN 100 LINEAR FEET. DISTANCES LESS THAN 100 FEET WHICH ARE WITHIN THE PAVING AREA SHALL USE 4 FEET OF CRUSHED ROCK INSTEAD OF 1 FOOL Np -TREN YHCH ARE OUTSIDE THE SDE- tYALK AREA SHALL BE BACKFILLED, WITH NATIVE MATERIAL UNLESS THE ENGR. SPECIFIES DIFFERENTLY. WATER UNE PIPE SHALL BE BEDDED PATH SAND BEFORE BAMILLING 1WTH NATIVE. WZTE-3 ANY SPECIAL CONDITIONS MUST FIRST BE APPROVED BY THE CITY ENGINEER TE -4 WATER LINES SHALL BE WRAPPED YATH a ML POLYETHYLENE PLASTIC (IN CON- FCRMENCE WITH C105� REV. DATF 10-04-91 L)TILITY COMPUTER NAME: UTIL TRENCH DETAIL CITY OF ANAC;UK I LS ENGINEERING DEPARTMENT WITHIN THE PAVING RAWN BYL ALMv16 r 'E Ivy TYPICAL UTILITY TRENCH DETAIL WITH BANK RUN GRAVEL D GENERAL NOTES: _ NOTE -1 WATER LINES "INCHES AND GREATER SHALL BE WRAPPED WITH B MIL POLY- ETHYLENE PLASTIC (IN CONFORMENCE WITH CIO$). TE -2 ANY SPECIAL CONDITIONS MUST FIRST BE APPRDYED BY THE CITY ENGINEER. T£-3 RESTORATION SHALL CONSIST OF REMOVING ALL ROCKS GREATER THAN T INCH IN DIAMETER, BLENDING THE TOP OF THE TRENCH 147H THE SURROUNDING GRADE, REMOVING ALL SPOILS FROM THE SITE AND RESEEDING ALL EXCAVATED AREAS. REVISED: DATE: 4-22-90 TYPICAL UTILITY 04-24-91 COMPUTER NAME: B-UTIL-21 TRENCH DETAIL STAND, LD. -CITY OF ANACORTES ENGR. DEPT. BEYOND THE SIDEWALK 904 6TH STREET ANACORTES, WA 98221 TRENCH NOTES 8� I&2-1/2 IN MINUS BANK RUN GRAVEL COM- PACTED TO 95 PERCENT OF MAXIMUM DENSITY. COMPACTED LIFTS SHALL NOT EXCEED 8 TO 12 INCHES. I a &I FOOT OF SAND BACKFIML TO BE HAND COMPACTED ABOVE CROWN OF PIPE. 3&HAND COMPACTED SAND BACKFILL TO BE TAMPED AROUND THE PIPE. THICKNESS o EQUALS OUTSIDE DIAMETER OF PIPE, &S LkCNEi OF SAND BACKFttt TO BE o NAND COMPACTED. r- TRENCH LINE 4 6 UNDISTURBED EARTH. Q7 -RESTORATION SHALL BE IN ACORDANCE WITH GENERA. NOTE -3. h B&6 INCHES OF NAIVE MATERIAL SHALL BE V COMPATED TO 85 PERCENT OF MAXIMUM DENSITY. . Ivy TYPICAL UTILITY TRENCH DETAIL WITH BANK RUN GRAVEL D GENERAL NOTES: _ NOTE -1 WATER LINES "INCHES AND GREATER SHALL BE WRAPPED WITH B MIL POLY- ETHYLENE PLASTIC (IN CONFORMENCE WITH CIO$). TE -2 ANY SPECIAL CONDITIONS MUST FIRST BE APPRDYED BY THE CITY ENGINEER. T£-3 RESTORATION SHALL CONSIST OF REMOVING ALL ROCKS GREATER THAN T INCH IN DIAMETER, BLENDING THE TOP OF THE TRENCH 147H THE SURROUNDING GRADE, REMOVING ALL SPOILS FROM THE SITE AND RESEEDING ALL EXCAVATED AREAS. REVISED: DATE: 4-22-90 TYPICAL UTILITY 04-24-91 COMPUTER NAME: B-UTIL-21 TRENCH DETAIL STAND, LD. -CITY OF ANACORTES ENGR. DEPT. BEYOND THE SIDEWALK 904 6TH STREET ANACORTES, WA 98221 1-•3 bar 2-•3 be 0 Nva Frame and grate (See Standard Plan for details) 6" Riser Section 12" Riser Section M16 2j„ Precast Base Section (Measurement at the top Hyd' \ of the base 83 bar each corner 03 bar each side /� �' 9•.. i' 83 bar each way 1 Notes: Catch Basins to be constructed in accordance with ASTM C 47B (AASHTO M 199) b ASTM C 890 unless otherwise shown on plans or noted in the Standard Specifications. ` As on acceptable alternate to rebar, welded wire fabric having a minimum area of 0.12 square inches per foot may be used. Welded wire fabric shall comply to ASTM , A 497 (AASHTO M 221). Wire fabric shall not be placed in the knockouts. The bottom of the precast base section may be rounded. Precast bases shall be furnished with cutouts or ^v knockouts. Knockouts shall have a wall thickness of i 2" minimum. Knockouts may be on all 4 sides with maximum diameter of 20". Knockouts may be either round or "D" shape. Pipe to be installed in factory supplied knockouts. Knockout or cutout hole size is equal to pipe outer diameter plus catch basin wall thickness. The maximum depth from the finished grade to the pipe invert is 5'-0". The taper on the sides of the precast base section and riser section shall not exceed I/Z'/ft. Catch basin frame and grate shall be in accordance with Standard Specifications and meet the strength requirments of Federal Specification RR -F -621D. Mating surfaces shall be finished to assure non -rocking fit. Frame and grate may be installed with flange dawn or cast into riser. CATCH BASIN TYPE 1 December I, 1986 STANDARD PLAN B -t Y O^ \4 J ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, WA 98221 (206) 293-1901 IAN MUNCE, DIRECTOR EDWIN FRANK. BUILDING OFFICIAL December 15, 1992 GM Condor, Inc. Mr. Vito Ruzich 720 30th Street Anacortes, WA 98221 Mr. Ruzich: I am currently doing a progress review of your project located at 502 34th Street and have found the following discrepancies. 1. No permit has been issued for any plumbing or mechanical work. 2. No special inspection report has been received by our office concerning, welding, bolts and repair of column base plates. Please contact our office at your earliest convenience. Thank you for your cooperation with this matter. Si erely, "o C' �:� Lyle W. Cornish Building Inspector 293-1901 LWC:mrg .2-Iq-93 DATE: (� TO: C,2� PERMIT NO.L/P Pq ADDRESS: CITY OF ANACORTES BUILDING DEPARTMENT (206) 293-1901 ISSUED: We have reviewed your permit and inspection files and find the following as marked. -�—<An unusual amount of time has passed since the last inspection. G= e would like to make a progress inspection. This building appears to be occupied prior to obtaining an occupancy permit. Please call us to arrange for a final inspection. Your permit has expired. You need to renew the permit before continuing work. Your permit will expire soon. You need to either renew your permit or qualify for an occupancy permit prior to the expiration date. _The plans you have submitted for review are: _Ready for permit. Have been reviewed and require corrections. Have been ready for permit for months. Your application for permit will expire if the permit is not obtained before this date. Ed Frank Building inspector ANACOfiTES PIRNNING 6t COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER N P.O. BOX 547, RNRCORTES, WR 98221 tl�IAN MUNCE, DIRECTOR +? E N ��� EDWIN FRANK, BUILDING OFFICIAL October 14, 1951 Plan Review GM Condor, Inc. 502 34th Street Anacortes, WA 98221 This is the final review for the building shell for a commercial manufacturing structure at the above address. A building permit will be issued on the information that has been supplied with the following conditions: 1. Before landscaping is installed a landscaping plan will be submitted for review and approval. 2. No signs will be erected on the site without first submitting plans for review and a sign permit. 3. The location and number of solid waste containers have not been shown. Ordinance requires that solid waste containers be placed on a 6 inch deep concrete pad with site screening around the enclosure. The dumpster must be accessible by city sanitation trucks. Before siting your dumpsters submit a site pian showing the location and the vehicle access to the dumpster. Include in your design the site screening that will be used. 4. Design and development plans for the curb, gutter and sidewalk along 34th street have not been provided for review. This information must be provided for review prior to installation of these improvements. An occupancy permit will not be issued for the building until such time as this improvement is completed. 5. The storm drainage design and improvements must be completed prior to occupancy of the building and per agreement with public works. 6. A new fire hydrant is to be installed near the entrance to the this property. Plans are to be submitted for review of the design for this installation. 7. An inspection manhole is required in the sanitary sever line prior to entering the city sanitary collection system. The inspection manhole is to be built to accommodate City of Anacortes mo;-�itoring devices. Contact ,John Franz (296-1927) for minimum dimensional requirements. This is to be installed prior to occupant; of the building. 8. This building design requires special inspectors. The special inspectors are to hired by the owner of the building and not the contractor. The following work requires special inspection: Tilt up panels, concrete and reinforcement steel; any on site welding; and structural bolting. All special inspections are to be approved by the Building Department prior to the start of construction. Submit a list of special inspectors to be used and their qualifications. 9. The plans do not indicate any provisions for meeting the requirements of the Washington State Energy Code. All spaces within the building that will be heated to 50 degrees Fahrenheit or more shall be insulated as required by the Washington State Energy Code. Neat systems installed shall meet said requirements. Before tenant improvements are made to the building provide plans showing which areas will be heated and how provisions of the Washington State Energy Code will be met. Occupancy of the building will not be allowed until these items have been clarified. 10. No plumbing, mechanical or occupancy information has been submitted with the application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information submitted, reviewed for code compliance then approved in the field. 11. All work is subject to field inspection and final approval of the building inspector. Call before 9 a.m. for inspection the same day. It is the responsibility of the owner' /builder to comply with all provisions of the applicable codes and ordinances. I 12. All applicable provisions of the 1988 Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the 'Washington State Energy Code and the Washington State Regulations for Barrier Free Design. Sincerely, CITY OF ANACORTES Edwin A. Frank Building Official EAF:mg The above corrections will be complied with. (Owner or Agent% 0 MEMORANDUM TO: Ian Munce FROM; Ed Frank DATE: August 8, 1991 RE: Vito Ruzich development, 34th and U ave. Mr. Ruzich has indicated to us that the City will take care of street improvements along 34th street An front of his development. Do you have any comments o this? 1 NE✓�� HIM -r®05 .ip �E'T ✓ N,��,�W RY &A C MEMORANDUM TO: Ian Munce FROM; Ed Frank DATE: August 8, 1991 RE: Vito Ruzich development, 34th and U ave. Mr. Ruzich has indicated to us that the City will take care of street improvements along 34th street n front if his development. Do you have any comments o this? Nj V NIM TBL� rg is �Scasg CO acs '� G6'r Li N Pfew AY )0d $113191 PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD REGISifk6U—�RGVlDEO BY—LAW AS A: CONST ibt)N*f GENERAL REGISITRATION NUMBER EXPIFIATO OATS; C AMCO 8 124 1*09 01 11✓201 EFFECTIVE DATE 11/21/911 CAM CONSTRUCTION INC 12800 HOWELL PRAIRIE RD GERVAIS OR 97026 SIGNATURE ISSUEDay DEPARTMENT OF LABOR AND INDUSTRIES F625 -052 -WO 0 0 CITY OF ANACORTES P.O. Box 547 Anacortes, WA 98221 Phone: (206) 293-1900 FAX: (206) 293-1928 Date: 167, 4� — `�/ Time: `/"( PM TO: t5 ag hsr-�a �z- - FROM:� Cover Sheet Plus Pages COMMENTS: ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANRCORTES, WA 98441 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL October 14, 1991 Plan Review GM Condor, Inc. 502 34th Street Anacortes, WA 98221 This is the final review for the building shell for a commercial manufacturing structure at the above address. A building permit will be issued on the information that has been supplied with the following conditions: 1. Before landscaping is installed a landscaping plan will be submitted for review and approval. 2. No signs will be erected on the site without first submitting plans for review and a sign permit. 3. The location and number of solid waste containers have not been shown. Ordinance requires that solid waste containers be placed on a 6 inch deep concrete pad with site screening around the enclosure. The dumpster must be accessible by city sanitation trucks. Before siting your dumpsters submit a site plan showing the location and the vehicle access to the dumpster. Include in your design the site screening that will be used. 4. Design and development plans for the curb, gutter and sidewalk along 34th street have not been provided for review. This information must be provided for review prior to installation of these improvements. An occupancy permit will not be issued for the building until such time as this improvement is completed. 5. The storm drainage design and improvements must be completed prior to occupancy of the building and per agreement with public works. 6. A new fire hydrant is to be installed near the entrance to the this property. Plans are to be submitted for review of the design for this installation. 7. An inspection manhole is required in the sanitary sewer line prior to entering the city sanitary collection system. The inspection manhole is to be built to accommodate City of Anacortes monitoring devices. Contact John Franz (293-1927) for minimum dimensional requirements. This is to be installed prior to occupant; of the building. 8. This building design requires special inspectors. The special inspectors are to hired by the owner of the building and not the contractor. The following work requires special inspection: Tilt up panels, concrete and reinforcement steel; any on site welding; and structural bolting. All special inspections are to be approved by the Building Department prior to the start of construction. Submit a list of special inspectors to be used and their qualifications. 9. The plans do not indicate any provisions for meeting the requirements of the Washington State Energy Code. All spaces within the building that will be heated to 50 degrees Fahrenheit or more shall be insulated as required by the Washington State Energy Code. Heat systems installed shall meet said requirements. Before tenant improvements are made to the building provide plans showing which areas will be heated and how provisions of the Washington State Energy Code will be met. Occupancy of the building will not be allowed until these items have been clarified. 10. No plumbing, mechanical or occupancy information has been submitted with the application. These items will be reviewed when submitted. Occupancy of the building will not be allowed until all required information submitted, reviewed for code compliance then approved in the field. 11. All work is subject to field inspection and final approval of the building inspector. Call before 9 a.m. for inspection the same day. It is the responsibility of the owner/builder to comply with all provisions of the applicable codes and ordinances. l 12. All applicable provisions of the 1988 Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code must be complied with as well as the 1990 editions of the Washington State Energy Code and the Washington State Regulations for Barrier Free Design. Sincerely, CITY OF ANACORTES 6� / A"�' Edwin A. Frank Building Official EAF:mg The above corrections will be complied with. 6 i pf'&71wo'k ✓ i� (Owner or Agent G1T Y 04-t r-Ij RNACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, BNACORTES, WA 98441 s (360) 293-1901 - FAX (360) 293-1938 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL November 3, 1995 Clarence Rozema, President Rozema Boat Works 1120 Bayview - Edison Road Mount Vernon, WA 98273 Ref.: 502 34th Street GM Condor, Inc. Review of documents on file and codes in place find the following in need of completion prior to occupancy of the building. 1. The location and number of solid waste containers must be determined. Provide a plan showing said location as well as sight screening for the container pad. Also show area and screening necessary for storage of recycle materials that would be generated by the occupant of the building. 2. City ordinance requires completion of curb, gutter and sidewalk along 34th Street fronting the property. To date no design has been submitted for this work. 3. City Ordinance requires landscaping at the parking areas. Landscaping may be placed between the sidewalk and the property line to meet these requirements. 4. The storm drainage system has not been designed or installed. Ordinance 2366 must be complied with for collection and treatment of storm water management.. 5. The driveway and parking lot must be paved and striped for 23 parking stalls with 2 accessible stalls, one of which is van accessible. 6. The building was submitted and approved under provisions of the 1988 building codes. The proposed use of the building is for fabrication of metal hull boats of various sizes. No spray painting will take place within the building and minimum woodworking will be done within the building. Based on this information and inspection of the premises the following code related items apply. A) The existing restroom layout for the water closets does not meet the dimensional requirements for accessibility for the disabled. A diagram of dimensional requirements is attached for your reference. B) No electrical inspection documents were found at the time of inspection. Contact the Department of Labor and Industries, Electrical Inspection Division (360)416-3020 to confirm what electrical inspections have been completed and the status of the inspections, if any. C) The accessible parking stalls are to be located as close to the entrance to the building as possible and preferably located adjacent to the building so people using those, spaces will not have to cross a traffic lane to access the building. D) The building code requires a minimum of 825 cu. ft. per minute mechanical ventilation or a minimum of openable area (doors and windows) equal to at least 1/20th of the floor area. Be aware that Department of Labor and Industries health and safety requirements may differ. The more stringent will prevail. E) Building heat. The office areas appear to be built to meet requirements for heated space and are setup for electric heat. The shop area appears to be insulated to R-11 in the ceiling and in the steel framed portions of the walls. If the shop is to be "semi - heated" then the minimum insulation requirements are R-19 insulation installed within the roof structure. "Semi -heated" space heat systems may have an output capacity of up to 3 Btu/(h:ft2). Fully heated space requires R-21 insulation in the roof structure and R-11 insulation in the wall structure. Wall insulation is carried from the floor to the roof or ceiling insulation. Perimeter slab insulation of R-10 is required for fully heated spaces. The above items should cover all of the development contingencies for this property as far as the building department is concerned. If you have any questions please call us. Thank you Edwin Frank, Building Official 011 I V� v� 0 ANACOATES D@PARTMENT OF ENGI ERING AND DEVELOPMENT SERVICES P.O, sox sol, HNKOAT@S, WA gaY21 inmss R. P€w►aenroN, oInWOR February 22, 1993 P t F Steve Henry Skagit State Bank P.O. Box 36 Anacortes, WA sS2ar Dear Mr. Henry: This will confirm our conversation authorizing release of account 366-46-12-439 to Vito Ruaich. Sincerely, CITY OF ANACORTES C--- P Gordon W. Bruckner, P.E. City Engineer GWS:cg I S P vc S k' A. r Z T S T 13 .A AT ZZ .A. bT A. (S�t✓+S' 1 011 I V� v� 0 ANACOATES D@PARTMENT OF ENGI ERING AND DEVELOPMENT SERVICES P.O, sox sol, HNKOAT@S, WA gaY21 inmss R. P€w►aenroN, oInWOR February 22, 1993 P t F Steve Henry Skagit State Bank P.O. Box 36 Anacortes, WA sS2ar Dear Mr. Henry: This will confirm our conversation authorizing release of account 366-46-12-439 to Vito Ruaich. Sincerely, CITY OF ANACORTES C--- P Gordon W. Bruckner, P.E. City Engineer GWS:cg Y. 9,Aff t a AGREEMENT_, -� - This agreement is made and entered into by and between the CITY OF ANACORTES, aIMunicipal Corporation, hereinafter referred to as " City" and qayleo bllwe4 /I/tv. 00A-1Ae:1f2. //Vc. V (Name of Depositor) hereinafter referred to as "Depositor", and 5Ae4°?i7- 'CA4 fC' (Name of Bank or f% 4e,2976r , hereinafter referred to as "Depository". Savings & Loan) WHEREAS, Gerti€scat # 3664-612439 Type of Account (Money Market, Savings & Loan, etc.) has been opened in the depository, by the Depositor and the City in the sum of $ �rNI tft?Uift�D ; and WHEREAS, said account is to be held by the depository in lieu of cash or a bond to insure the completion of certain work to be done in connection with the f7?, Oa"45 f and; WHEREAS, the City and the Depositor have entered into an agreement concerning this account; and WHEREAS, the Depository is familiar with said agreement and has received a copy of the same;. NOW, FOR AND IN CONSIDERATION of the deposit of the money in the depository, the depository agrees with the City as follows: 1. That the funds in Certificat # 36641-612439 (Type of Account and Number) will be held by said Depository for the account of the City until the same are released to the Depositor by the City. 2. That the interest shall be added to the principal and remain in said account. 3. It is agreed by the Depositor and the Depository that the funds on deposit are the property of the Depositor and the City until released to the Depositor by the City and the Depository so contract with the City. 4. If the work to be done in connection with the project is not completed by the _h day of 19Q�2 , then the City may withdraw funds from the account to pay for completion of said work. DATED this K.'(44 day of vk,#4xe4 199% DEPOSITORY Skagit State BAnk, Name Sv Sign re CITY OF ANACORTES GLlyZ� 4� i Mayor DEPOSITOR �G� , Co .u' DJC C• .GGwL C�; -f? Signature H DEPOSIT AGREEMENT IN LIEU OF BOND This Agreement is made and entered into this 8 *A- day of 199/ , by and between the CITY,'OF ANACORTES, a municipal corporation, hereinafter referred to as "City", and the undersigned Contractor, hereinafter referred to as "Contractor"; WHEREAS, the Contractor has agreed with the City to install certain improvements which consist of the following: -s) ,a��0 Ftn l rs Ae A more detailed description of facilities to be installed is xdtowd`ow •ons 00eo ?176 The above items are to be put in according to the specifications of the City and subject to the approval of the City Engineer; and WHEREAS, it has been estimated by the City Engineer that the costs of the remaining work to be done with regard to the project is the sum of $ /4'ago •o o and WHEREAS, in lieu of furnishing a surety or cash bond, the Contractor has deposited $ lv"v O,� in Certificat # 3664-612439 (Type of Account and Number) Skagit State Bank , (Name of Bank or Saving & Loan) a state or federally chartered savings and loan institution or bank with the name of the city as co -depositor; and WHEREAS, the Contractor has agreed with said Depository that the funds in the accounts will remain on deposit and be subject 2C . 4 J to withdrawal only by the Contractor who must present a voucher signed by a City official releasing specific sums. For and in consideration of the City accepting said savings account in lieu of a surety or cash bond, the parties are agreed as follows: 1. That the funds in said Depository shall remain on deposit until released by the City. 2. That the work to be completed as stated hereon will be completed in no event later than the O"�4 day of ©e-74& r , 19�?z . 3. if said work is not completed according to the dates set forth in paragraph No. 2 above, the City may withdraw funds from the Certificat # 3664-612639 Type of Account and Number and cause said work to be completed. The City may use its own discretion as to how and when the work is completed and the Contractor appoints the City as its agent with full power and authority to contract for said work. That upon completion of the work and payment of all bills, including a reasonable sum for overhead, and upon payment of all bills from said account, the remaining funds in said account will be released by the City for use by the Contractors. 4. Any interest income to said account shall be added to the principal and remain on deposit as above provided and Contractor will pay all taxes due thereon. -2- 5. if the work is completed pursuant to the date set forth in Paragraph 2 above, or prior to that date and the same is approved by the City Engineer, then the funds in said account will be released to the Contractor. 6. If there should be any litigation concerning the work to be done or the applicability of this agreement, then the Contractor agrees to pay in addition to any judgment, a reasonable attorney's fee. CITY OF AFACORTES es Rice, Mayor -3- CONTRACTOR I a y We vrm,v,v ut t♦ "O Rotor 48032 Skagit � T'u'ne Deposit ..Stat Bank Not Negotiable or Tranekrable pursuant to 12 CFR, Part 204. • PATE OFINITIAL DEPOSIT AMOUNTOF INITIAL DEPOSIT INITIAL INTEREST RATE PER ANNUM TERM IW 3164-61243 9 10-3-91 $10,000.00 5.80 % 12 months ❑ RENEW DEPOSITOR NAME(S) BIRTHDATE PHONE NUMBERI FEDERAL TAX I.D. NUMBER Vito Ruzich ..c: t777-. ....«:.�„+,i-....ww.,..,�.... DEPOSITOR ADDRESS -- ..-.. .... - Goyko Mimica 72030th St. Anacortes, Wa. 98221 M.G. Condor Inc "' 1 S fSIy1".; (7�'. . r W t fit I I rundI CL "• ]P"w'I:1 -� - worn' uttx• uaretrs ' - :c � :- . • i :,r4"Cs5=�'^'twy"r �+ �k -31" r}w.r s1 ..rtr- . +.n, P ,, s )• h . :. TYPE (SEE O@SCRIFrION ON REVERSE): - ^� Y'x?!„ �1--''" x�r'1 `^y"�"y 3„+ `�,w, s - t TYPE OF BUSINESS OR FIDUCIARY ACCOUNT JOINT WITH RIGHT JOINT WITHOUTRIGHT T 9 C3 FIDUCIARY r e EXANGLE y ❑ OF SURVIVORSHIP = ❑ OF SURVIVORSHIP a 44. i ❑ GOVERNMENT ¢h ,n ' CREDIT INTEREST TO: .: ❑ BUSINESS 4-- a•,ry AM',�,d:-m '_�N: .•M'.} „ 8 °if(i " ' ;�•p, f�'.+k,, ".,f't @1-40#90 ���J f 1+(gE Ska9a State Bank accepts the a0"aurn for deposit and tees b _ k se tapas Deposi ut,h sreld . li$''+$, , �$!Nr°tv,.' ; WXI adntere.9Ltothe01` Dspoeifor, OPYOffng to Mepmvie11 agrees 11tboun by 01 rtmn3ad a?.;F IbF ZEST PAYMENT CASHISTSFREQUENCY (RBx QALYXIUmxg - _ ' end adtmwNOgae receipt ofacopy o/mts conasct ens agrees to be UotrM by ere proveiotu. 3y i INTEREST PAYMENT RiEOUENCY . a ,4 :.... •, MATURITY �t�,M.ty`�,nA�,'Fw.a1*.-.Deposlaw certifies under penaPoes of penury. as requited by federal tat, I" F.L 98-67, the tf^:� it;�i"}l•Ns') . "a.."'�+l lA :) `e tyfij'i.<�'i ^.5 ��'.;s'y r . .n('.'+:;' M1 s" above federal tax Identification nlmberAldomtetlon is correct and tlas account is not MjbjW to a-maturitd';•''-,..... ='t,4r, �., Ts- . ±t'10-3=92' AAFFTED CMC yup tat, wNldtokling 81. all Pan Interest and dlvidnfs were pmpxly reported W the IRS USE ONLY •SING ACCOUNTo@OSITDR StSIGNR7URE(8j hSKiraED . DEPOSITOR(SI ACKNOWLEDGES RECEIPT OF ALL FUNDS OWED UNDER THIS CONTMCT:-,. M s DEPOSITOR(S) SIGNATURES)•t:!"Npg•+"' . ' •.t1I t� ��tka§'Ii t�,+rJ1 l lJ„iGn. "}! 'yIjSi�a 4� �..A.'19y� t1i3as; if,> .i; iy „ t; ,It r+P'; ��'9i lNtl,{'+���.5,,aj�w Q. •:•.r....,n,.",..D»nA,T:.£E s 4ra: � • .. fJ , +:!' T-SS4 � Car v—i"l r y-}�, ' +�T :I )f,` "1 ,; r� h',,,.,�2"3: 1';I'`a'''�✓k�, t si,s.,';S;,q�AsMt OUNT-- rr'p DATE S_IG9NED. ;DISPOSITION OF FUNDS h !Ju ad' a 10_3 - . 'sa PENALTY FOR EARLY WITHDRAWAL By signing the Term• Deposit �'',& ,Term 32 Days'fhrcugh 12 Months ',Depositor must forfeit an amount Contract, Depositor promisee to leave all funds deposited 10 this account with , It to the simple interest the withdrawn amountwould have earned in one YI rya• Bank until the entire term, or renewed term, expires. Unless Depositor dies '?" 1) month.'' `w-,;,�. ,�,y.�'C 1 or is declared legally incompetent, Depositor must seek the consent of ';,,.,, s ;u*'t• ' ' §": =; 3: � f ;• .^"` Bank to withdrew any funds prior to the completion of the -term. Should 't `' ylit e6"C., Term More Then One Year ,Depositor must forfeit an amount equal Bank consent to an early withdrawal, Sank may charge a perrelty which will - ill ` ! to the simple interest the withdrawn amount would have earned in three R" be no less than the following as required by federal law:av,?"(3) / months. - ..�'•r:: �; t :. :n 4P`•z . :r,A. Term 7 through 3l Days Depositor must forfeit an amount equal to the - ":;P.-,Nx'.1°^,'",:•�..''.`; ,.-=' - greater of the following: (1) All interest earned on the amount Withdrawnfrom the most recent of the date of: a) deposit, b) date of maturity, or c) the r VadableRete Deposits The penalty for early withdrawals from an account date on which notice was given; (2) All interest that could have been earned : earning a "variable" rate of interest will be based on the interest rate in ' - on the amount withdrawn during the period equal to one-half the maturity '; effect on the date of withdrawal _ period or the required notice. ,},�;<�.,. �; _,:'.: , .i _ - `>'s"' •';. - r October 16, 1995 502 34th Street GM Condor, Inc. Per request from a party interested in buying this property, review of documents on file and codes in place find the following in need of completion prior to occupancy of the building. 1. The location and number of solid waste containers must be determined. Provide a plan showing said location as well as sight screening for the container pad. Also show area and screening necessary for storage of recycle materials that would be generated by the occupant of the building. 2. City ordinance requires completion of curb, gutter and sidewalk along 34th Street fronting the property. To date no design has been submitted for this work. 3. The storm drainage system has not been designed or installed. Ordinance 2366 must be complied with for collection and treatment of storm water management. 4. This project requires installation of a new fire hydrant at 34th Street across from the entrance to the site. No design for this work has been submitted for approval. 5. The driveway and parking lot must be paved and striped for 23 parking stalls with 2 accessible stalls, one of which is van accessible. 6. The building was submitted and approved under provisions of the 1988 building codes. Provide occupancy information for review of requirements of 1994 building codes. The building will have to be reviewed for the proposed use. Some modifications may be required. J --✓tee+ c v ` E _ Epz"C. 1 � Y T eas , .0 roe. co p� e�� 0.� �©� 3�j � s�, - ©W-�,Po (irk aEu cru,, +�e Cam d2eu%ew fe4�ea— f)-L�o Ock )4� 14(') %4-C2Pleax-S 4-kt fou© t w't,L yv�ec� CompLv+, bx- P/2, oma+-- +C) �ssugKc-o, - off° Cad- Lc�+-e ®4- OGC,uJ,- t �vm�oG2 J J �DGC1,-4 t'0- Qr� �V.rv�b@JL 0� so\AV3 WCr,6�-� Lc�.`•.�c.�v�. e� � mcl6i -L9� C� C�e��-'e ecs,o � ., Nt1�1�xvL 1p� S;9�wc uCj �cu2b@ �v\�cn� lS tl nc� tai CUvn �I,Li-esr� , A\vp- -- - - PC9.v4y 0....0 Si-,Ro,Pt� �3 ��..L.� o"� �•,.�,Cep 1�4an RCs._�iS, ���' NVMbeL i� 6Z-e-�te,.C> 7-27 D -A, VL CITY'OF 'DO NOT REMOVE l G` o�S�i�,�svu�n. CORRECTIONS REPORT 4�'+cow�° ANACORTES Building codes 293-1901 �` �Q' S ❑ Fire codes 293-1925 I�� J �� Q�«y ��,, n ❑ Public Works 293-1920 The corrections listed below are y orde ed and m leted within days. , OWNER/CONT TO j� J „'�'g 41- ` PERMIT NUMBER IY–i—IQ ADDRESS � DATE ❑ NOT APPROVED FOR COVER ��.•� Pi§c u�lft� �v� 3c ❑ NOTAPPROVED FOR OCCUPANCY OR USE ,CORRECTIONS NEEDED OP WORK LIS k (3t a bus � v � cA�P1 NOTIFY INSPECTION OFFICE r WHEN READY FOR REINSPECTION NSPECTOR ` � t f �.,�,.:a..n ,e�l3..Ji,i �", e✓Z.1 �(asj""i-Llf�/• "p' L cry' �. WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 July 1, 1998 PLAN SHEETS 1 o 1 SUBJECT Bill Wooding Building 502 341 Street Anacortes, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon Information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Revise design to comply with Curve 5 (Extra Hazard Group 2) in Figure 5-2.3 of NFPA 13 (1996) which would be acceptable for flammable liquids spraying and flow coating. Recommend a design of .3016,500. 2. Reserve 150 gpm for inside hose allowance and 750 gpm for outside hose allowance. 3. Operation of dry pipe system to be in accordance with Article 3-2.3.1' and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. Drains should be provided for trapped piping in dry pipe systems as specified in Article 4-14.3.5.3 of NFPA 13 (1996). Provide gang drains for multiple trapped branch lines. 4. Provide an outside water motor gong. 5. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, and to roof skylights. 1pash10%ton SUTyeyjng & Rating Btl KAlt'WIEN" AS "070 SEATTLE V10A. t0 felatwe etw A To: Don Measamer From: Ass't Chief Dan H ju ^ ./ ____ Date: 07/07/98 Re: Wooding Building, 34a' Street I reviewed the sprinkler plans from Commercial Fire and the review comments from WIRB. Except for the location and the type of hose coupling for the FDC. I accept their review. The FDC shall be located next to the westerly post for the East Gate (see drawing). This requires an underground line from the riser run diagonally across the front yard. This decision is based upon the fine chief's desire to maintain the greatest amount of apparatus access from the west. The proposed location will block access for all vehicles except the initial arriving engine. The FDC shall have a 5" locking storz coupling located approximately 30" above finished grade. A 30 degree elbow shall also be fitted between the FDC riser and Storz coupling. Redhead Brand or identical coupling is required. The normal inspections and acceptance testing shall be arranged for and performed before occupancy can be issued. 1 �� ,�, tis ti^�`�z.�..�.L-�-� ` �p �•._.��.,,�5 =n. .G� ��-:=+..�' All �r•f.o�.r' .t?, �i C,'3 «, �� .`�. TOP" -,-E <v..._�a .-,..�•. � � fi � � i � ��`'<-.. r;- rn. \,u.z, a ` t q15•T.`, '�.3,�:�.,�� � •L_y''� 'tea "t,� � � 1 To tic -"C-- ct>nove-Oral AN— C-11 t v cis? newt All -p HYDRAULIC DESIGN INFORMATION SHEET Project Name: Bill Woodings Lease Building Date: 8/28/98 Calc by: D. Yates --------------------------------------------------------------------- Protection by: COMMERCIAL FIRE PROTECTION Property: Bill Woodings Lease Building 502 34th Street Anacortes, Washington --------------------------------------------- SYSTEM DESIGN & CALC SUMMARY: REMOTE AREA #1 HAZARD DESCRIPTION: roof MINIMUM DESIGN CRITERIA = extra hazard group II .385 gpm/2880 sq.ft. BASED ON N.F.P.A. 13 WET SYSTEM SPKR ORIF. SIZE = 17/32 K -FACTOR = 8.1 REQUIRED WATER AS CALCULATED: SYSTEM REQ'T I/S HOSE &/OR RACK ALLOW. GPM AT B.O.R. OUTSIDE HOSE (OR COMBINED) 500 GPM TOTAL WATER REQUIREMENT 1667.76 GPM AT P.O.C. PRESSURE REQ'D: 64.23 @ BASE OF RISER= 57.45 -------------------------------------- WATER SUPPLY: 1167.76 STATIC PRESSURE: 69 P.S.I. RESIDUAL PRESSURE: 57 P.S.I. @ 4244 FLOWING FLOW TEST DATE: LOCATION: 33rd & T INFORMATION: CITY OF ANACORTES WATER DEPT. FLOW GRAPH SUMMARY: TOTAL PRESSURE AVAILABLE @ 1667.76G.P.M. = 67 P.S.I. TOTAL WATER AVAILABLE @ 64.23 P.S.I. = 2575 G.P.M. ------------------------------------------------------------------------- ABBREVIATIONS: PT - PRESSUV TOTAL E - 90 DEG. ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS. LEVATION EE - 45 DEG. ELL GV - G LVE DELV - DELUGE VA C ` P ry Gly' \AsoEN�� or HYDRAULIC CALCULATIONS --- OUTLET TABLE OUTLET # K -FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 8.100 20.441 36.62 32.00 36.58 2 8.100 20.828 36.97 31.33 36.58 3 8.100 21.464 37.53 30.67 36.58 4 8.100 22.501 38.42 30.00 36.58 5 8.100 24.086 39.75 29.33 36.58, 6 8.100 20.523 36.69 32.00 36.58 7 8.100 20.910 37.04 31.33 36.58 8 8.100 21.548 37.60 30.67 36.58 9 8.100 22.587 38.50 30.00 36.58 10 8.100 24.177 39.83 29.33 36.58 11 8.100 20.819 36.96 32.00 `36 12 8.100 21.207 37.30 31.33 36.96 13 8.100 21.850 37.86 30.67 36.96 14 8.100 22.899 38.76 30.00 36.96 15 8.100 24.506 40.10 29.33 36.96 16 8.100 21.453 37.52 32.00 36.96 17 8.100 21.844 37.86 31.33 36.96 18 8.100 22.496 38.42 30.67 36.96 19 8.100 23.566 39.32 30.00 36.96 20 8.100 25.210 40.67 29.33 36.96 21 8.100 22.542 38.46 32.00 36.96 22 8.100 22.938 38.79 31.33 36.96 23 8.100 23.607 39.36 30.67 36.96 24 8.100 24.713 40.27 30.00 36.96 25 8.100 26.419 41.63 29.33 36.96 26 8.100 24.214 39.86 32.00 36.96 27 8.100 24.617 40.19 31.33 36.96 28 8.100 25.312 40.75 30.67 36.96 29 8.100 26.474 41.68 30.00 36.96 30 8.100 28.274 43.07 29.33 36.96 //r,J- HYDRAULIC CALCULATIONS --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.154 8.00 36.62 120 0.0120 0.096 3.2 2 2.154 8.00 73.59 120 0.0436 0.349 6.5 3 2.154 8.00 111.11 120 0.0934 0.747 9.8 4 2.154 8.00 149.54 120 0.1618 1.295 13.2 5 2.154 5.75 189.29 120 0.2503 1.439 16.7 6 2.154 8.00 36.69 120 0.0120 0.096 3.2 7 2.154 8.00 73.73 120 0.0437 0.350 6.5 8 2.154 8.00 111.33 120 0.0938 0.750 9.8 9 2.154 8.00 149.83 120 0.1624 1.299 13.2 10 2.154 5.75 189.66 120 0.2512 1.444 16.7 11 2.154 8.00 36.96 120 0.0122 0.098 3.3 12 2.154 8.00 74.26 120 0.0443 0.355 6.5 13 2.154 8.00 112.12 120 0.0950 0.760 9.9 14 2.154 8.00 150.88 120 0.1645 1.316 13.3 15 2.154 5.75 190.98 120 0.2544 1.463 16.8 16 2.154 8.00 37.52 120 0.0125 0.100 3.3 17 2.154 8.00 75.37 120 0.0456 0.364 6.6 18 2.154 8.00 113.79 120 0.0976 0.781 10.0 19 2.154 8.00 153.11 120 0.1691 1.352 13.5 20 2.154 5.75 193.78 120 0.2614 1.503 17.1 21 2.154 8.00 38.46 120 0.0131 0.105 3.4 22 2.154 8.00 77.25 120 0.0477 0.381 6.8 23 2.154 8.00 116.61 '120 0.1021 0.817 10.3 24 2.154 8.00 156.87 120 0.1768 1.415 13.8 25 2.154 5.75 198.51 120 0.2733 1.571 17.5 26 2.154 8.00 39.86 120 0.0140 0.112 3.5 27 2.154 8.00 80.05 120 0.0509 0.407 7.0 28 2.154 8.00 120.80 120 0.1090 0.872 10.6 29 2.154 8.00 162.48 120 0.1887 1.509 14.3 30 2.154 5.75 205.55 120 0.2915 1.676 18.1 36 2.154 13.00 189.29 120 0.2503 3.254 16.7 37 2.154 13.00 189.66 120 0.2512 3.265 16.7 38 2.154 13.00 190.98 120 0.2544 3.308 16.8 39 2.154 13.00 193.78 120 0.2614 3.398 17.1 40 2.154 13.00 198.51 120 0.2733 3.553 17.5 41 2.154 13.00 205.55 120 0.2915 3.789 18.1 43 4.260 11.95 189.29 120 0.0090 0.108 4.3 44 4.260 11.95 378.95 120 0.0326 0.390 8.5 45 4.260 12.00 569.93 120 0.0695 0.833 12.8 46 4.260 12.00 763.71 120 0.1194 1.432 17.2 47 4.260 12.00 962.22 120 0.1830 2.196 21.7 48 6.357 12.00 1167.76 120 0.0373 0.447 11.8 49 6.357 62.00 1167.76 120 0.0373 2.311 11.8 50 6.357 143.50 1167.76 120 0.0373 5.349 11.8 51 6.357 43.00 1167.76 120 0.0373 1.603 11.8 52 6.357 21.00 1167.76 120 0.0373 0.783 11.8 53 6.357 13.00 1167.76 120 0.0373 0.485 11.8 54 8.100 207.00 1167.76 140 0.0086 1.783 7.3 --- ROUTE 0. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------- OUTLET 1 36.62 2.154 0 8.0 20.44 K=8.100001 0.01 0 0 0.29 0.00 PIPE 1 36.62 120 0 8.0 0.10 20.44 --------------------------------------------------------------------- OUTLET 2 36.97 2.154 0 8.0 20.83 K=8.100001 0.04 0 0 0.29 0.00 PIPE 2 73.59 120 0 8.0 0.35 20.83 --------------------------------------------------------------------- OUTLET 3 37.53 2.154 0 8.0 21.46 K=8.100001 0.09 0 0 0.29 -0.00 PIPE 3 111.11 120 0 8.0 0.75 21.46 --------------------------------------------------------------------- OUTLET 4 38.42 2.154 0 8.0 22.50 K=8.100001 0.16 0 0 0.29 0.00 PIPE 4 149.54 120 0 8.0 1.29 22.50 --------------------------------------------------------------------- OUTLET 5 39.75 2.154 0 0.7 24.08 K=8.100001 0.25 1 5 0.14 0.00 PIPE 5 189.29 120 0 5.7 1.44 24.09 --------------------------------------------------------------------- REF 0 0.00 2.154 1 3.0 25.67 0.250 0 10 1.19 PIPE 36 189.29 120 0 13.0 3.25 --------------------------------------------------------------------- REF 901 0.00 4.260 0 11.9' 30.12 0.009 0 0 0.00 PIPE 43 189.29 120 0 11.9 0.11 --------------------------------------------------------------------- REF 902 189.66 4.260 0 11.9 30.22 0.033 0 0 0.00 PIPE 44 378.95 120 0 11.9 0.39 --------------------------------------------------------------------- REF 903 190.98 4.260 0 12.0 30.61 0.069 0 0 0.00 PIPE 45 569.93 120 0 12.0 0.83 --------------------------------------------------------------------- REF 904 193.78 4.260 0 12.0 31.45 0.119 0 0 0.00 PIPE 46 --------------------------------------------------------------------- 763.71 120 0 12.0 1.43 59.23 5.00 BACKFLOW PREV. 64.23 Supply Q -ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE ---------------------------------------------------------------------- Q -TOTAL C -FACT LT TOTAL PF PO NOTES REF 905 198.51 4.260 0 12.0 32.88 0.183 0 0 0.00 PIPE ---------------------------------------------------------------------- 47 962.22 120 0 12.0 2.20 REF 906 205.55 6.357 0 12.0 35.08 0.037 0 0 0.00 PIPE ---------------------------------------------------------------------- 48 1167.76 120 0 12.0 0.45 REF 907 0.00 6.357 1 32.0 35.52 0.037 0 30 0.00 PIPE ----------------------------------------------------------------------- 49 1167.76 120 0 62.0 2.31 REF 908 0.00 6.357 1 77.5 37.83 0.037 0 66 0.00 PIPE ---------------------------------------------------------------------- 50 1167.76 120 4 143.5 5.35 REF 909 0.00 6.357 1 4.0 43.18 0.037 0 39 0.00 PIPE 51 1167.76 120 1 43.0 1.60 ---------------------------------------------------------------------- REF 910 0.00 6.357 1 21.0 44.79 0.037 0 30 11.39 PIPE ----------------------------------------------------------------------- 52 1167.76 120 0 51.0 0.78 REF 911 0.00 6.357 0 4.0 56.96 0.037 0 9 0.00 PIPE ---------------------------------------------------------------------- 53 1167.76 120 1 13.0 0.48 REF 912 0.00 8.100 1 125.0 57.45 0.009 0 82 0.00 PIPE 54 1167.76 140 2 207.0 1.78 59.23 5.00 BACKFLOW PREV. 64.23 Supply HYDRAULIC CALCULATIONS --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE --------------------------------------------------------------------------- Q -TOTAL C -FACT LT TOTAL PF PO NOTES OUTLET 6 36.69 2.154 0 8.0 20.52 K=8.100001 0.01 0 0 0.29 0.00 PIPE 6 --------------------------------------------------------------------------- 36.69 120 0 8.0 0.10 20.52 OUTLET 7 37.04 2.154 0 8.0 20.91 K=8.100001 0.04 0 0 0.29 0.00 PIPE 7 --------------------------------------------------------------------------- 73.73 120 0 8.0 0.35 20.91 OUTLET 8 37.60 2.154 0 8.0 21.55 K=8.100001 0.09 0 0 0.29 -0.00 PIPE 8 --------------------------------------------------------------------------- 111.33 120 0 8.0 0.75 21.55 OUTLET 9 38.50 2.154 0 8.0 22.59 K=8.100001 0.16 0 0 0.29 0.00 PIPE 9 --------------------------------------------------------------------------- 149.83 120 0 8.0 1.30 22.59 OUTLET 10 39.83 2.154 0 0.7 24.18 K=8.100001 0.25 1 5 0.14 0.00 PIPE 10 -------------------------------------------------------------------------- 189.66 120 0 5.7 1.44 24.18 REF 0 0.00 2.154 1 3.0 25.76 0.251 0 10 1.19 PIPE 37 --------------------------------------------------------------------------- 189.66 120 0 13.0 3.27 REF 902 30.22 -- ROUTE N . 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE --------------------------------------------------------------------------- Q -TOTAL C -FACT LT TOTAL PF PO NOTES OUTLET 11 36.96 2.154 0 8.0 20.82 K=8.100001 0.01 0 0 0.29 0.00 PIPE 1i --------------------------------------------------------------------------- 36.96 12C 0 8.0 0.10 20.82 OUTLET 12 37.30 2.154 0 8.0 21.21 K=8.100001 0.04 0 0 0.29 0.00 PIPE 12 --------------------------------------------------------------------------- 74.26 120 0 8.0 0.35 21.21 OUTLET 13 37.86 2.154 0 8.0 21.85 K=8.100001 0.09 0 0 0.29 -0.00 PIPE 13 --------------------------------------------------------------------------- 112.12 120 0 8.0 0.76 21.85 OUTLET 14 38.76 2,154 0 8.0 22.90 K=8.100001 0.16 0 0 0.29 0.00 PIPE 14 --------------------------------------------------------------------------- 150.88 120 0 8.0 1.32 22.90 OUTLET 15 40.10 2.154 0 0.7 24.50 K=8.100001 0.25 1 5 0.14 0.00 PIPE 15 --------------------------------------------------------------------------- 190.98 120 0 5.7 1.46 24.51 REF 0 0.00 2.154 1 3.0 26.11 0.254 0 10 1.19 PIPE 38 --------------------------------------------------------------------------- 190.98 120 0 13.0 3.31 REF 903 30.61 REF 904 31.45 f --- ROUTE NO. 4 DESCRIPTION --- Q -ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE --------------------------------------------------------------------------- Q -TOTAL C -FACT LT TOTAL PF PO NOTES OUTLET 16 37.52 2.154 0 8.0 21.45 K=8.100001 0.01 0 0 0.29 0.00 PIPE 16 --------------------------------------------------------------------------- 37.52 120 0 8.0 0.10 21.45 OUTLET 17 37.86 2.154 0 8.0 21.84 K=8.100001 0.05 0 0 0.29 0.00 PIPE 17 --------------------------------------------------------------------------- 75.37 120 0 8.0 0.36 21.84 OUTLET 18 38.42 2.154 0 8.0 22.50 K=8.100001 0.10 0 0 0.29 -0.00 PIPE 18 --------------------------------------------------------------------------- 113.79 120 0 8.0 0.78 22.50 OUTLET 19 39.32 2.154 0 8.0 23.57 K=8.100001 0.17 0 0 0.29 0.00 PIPE 19 ----------------------------------------------------------------------------- 153.11 120 0 8.0 1.35 23.57 OUTLET 20 40.67 2.154 0 0.7 25.21 K=8.100001 0.26 1 5 0.14 0.00 PIPE 20 --------------------------------------------------------------------------- 193.78 i20 0 5.7 i.50 25.21 REF 0 0.00 2.154 1 3.0 26.86 0.261 0 10 1.19 PIPE 39 193.78 120 0 13.0 3.40 REF 904 31.45 REF 905 32.88 f n --- ROUTE NO. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL------PF-------PO NOTES --------- OUTLET 21 38.46 2.154 0 8.0 22.54 K=8.100001 0.01 0 0 0.29 0.00 PIPE 21 38.46 120 0 8.0 0.10 22.54 OUTLET 22 38.79 2.154 0 ---------------------------------------- 8.0 22.94 K=8.100001 0.05 0 0 0.29 0.00 PIPE 22 77.25 120 0 8.0 0.38 22.94 ---------- OUTLET 23 ---------------------------------------------------------------- 39.36 2.154 0 8.0 23.61 K=8.100001 0.10 0 0 0.29 -0.00 PIPE 23 116.61 120 0 8.0 0.82 23.61 --------------------------------------------------------------------------- OUTLET 24 40.27 2.154 0 8.0 24.71 K=8.100001 0.18 0 0 0.29 0.00 PIPE 24 156.87 120 0 8.0 1.41 24.71 ---------------------- OUTLET 25 41.63 ----------------------------------------------------- 2.154 0 0.7 26.42 K=8.100001 0.27 1 50.14 0.00 PIPE 25 198.51 120 0 5.7 1.57 26.42 ---------------------------------------------------------------------- REF 0 0.00 2.154 1 3.0 28.13 f 0.273 0 10 1.19 PIPE 40 198.51 120 0 13.0 3.55 REF 905 32.88 --- ROUTE NO. 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 26 39.86 2.154 0 8.0 24.21 K=8.100001 0.01 0 0 0.29 0.00 PIPE 26 39.86 120 0 8.0 0.11 24.21 --------------------------------------------------------------------------- OUTLET 27 40.19 2.154 0 8.0 24.62 K=8.100001 0.05 0 0 0.29 0.00 PIPE 27 80.05 120 0 8.0 0.41 24.62 --------------------------------------------------------------------------- OUTLET 28 40.75 2.154 0 8.0 25.31 K=8.100001 0.11 0 0 0.29 -0.00 PIPE 28 120.80 120 0 8.0 0.87 25.31 --------------------------------------------------------------------------- OUTLET 29 41.68 2.154 0 8.0 26.47 K=8.100001 0.19 0 0 0.29 0.00 PIPE 29 162.48 120 0 8.0 1.51 26.47 --------------------------------------------------------------------------- OUTLET 30 43.07 2.154 0 0.7 28.27 K=8.100001 0.29 1 5 0.14 0.00 PIPE 30 205.55 120 0 5.7 1.68 28.27 --------------------------------------------------------------------------- REF 0 0.00 2.154 1 3.0 30.09 0.291 0 10 1.19 PIPE 41 205.55 120 0 13.0 3.79 --------------------------------------=------------------------------------ REF 906 35.08 D -TECH, Inc. FAX COVER SHEET Tuesday, September 15, 1998 03:54:38 PM To: Anacortes Planning Department Attention: Don Measamer Fax #: 1-360-293-1938 From: Eric M. Dittrich Fax #: 360-715-9008 Voice: 360-647-0110 Fax: 1 page and a cover page. Tuesday, September 15, 1998 0(, )':38 PM D-TECH, Inc. �l Page 1 of 1 „ �� BUR BOX & FIRE 3087,BELARMING SYSTEAM,WAS&SERVICES P.O. BOX 30887, BELLINGHAM, WA 98228.2287 = 360-647.0110. 800.366.1005 . FAX 360.715.9008 September 15, 1998 Don Measamer Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 RE; Lake Erie Trucking Don; This is to inform you that D -Tech has been contracted by Commercial Fire Protection to provide the fire alarm control/communicator for this project to conform to the requirements of the Anacortes Building Department. You may expect that the submittals are forthcoming. If you have any questions don't hesitate to call. Yours truly, f� 010- D4/, -- Eric M. Dittrich cc. Commercial Fire Protection 09-15-1998 12:45PM FR,f"' COMMERCIAL FIRE PROTECT46 TO F -Q. SOX 284, ANAWR-i E% WA. (360) 2938559 # To., CITY OFANACORTES FAX: (360)293-1938 Phases (360) 293-1901 Res RILL WOODING WAREHOUSE 602 340' STREET, ANAOORTE3, WA,, ATTENo DON MGASAMER 2931938 P-01 Promo JEFF LA LUZERNE Pagcso 2 Data, 09/1 CCs FILE, LAKE tRIE TRUCKING Ll Urgent 0 For Review X Plea## Cmn n mnt x Pieria Reply Li Please Recycie o Comments. PER OUR TELEPHONE CONVERSATION TODAY, WE WOULD LIKE TO ADDRESS THE HANGER POINTS FOR THE FIRE SPRINKLER SYSTEM THE WORST CONFIGURATION OF SPRINKLER HANGER STRESS APPREARS TO BE ON 6" THINWALLPIPE CROSSING THE ROOF PERPENDICULAR TO THE ROOF PURLIN. THE HANGERS AT THIS TIME ARE SHOWN TO BE MAXIMUM OF I VON CENTER. THE POINT LOAD WOULD BE 16' x 23,03 LBS/I?. OR 345.0 TOTAL POUNDS. PER THE BUILDING DESIGNED PLANS, THE ROOF HAS AN EXTRA 4,4 LB. 1 SQ. FT CALATERAL LOAD CAPACITY, THE PURLINS, WE ARE HANGING TO, ARE 24' LONG AND COVER AN AREA OF APPLICATION OF V IN WIDTH, SO THE PURLINS SHOULD BE CAPABLE OF SUPPORTING 528 LBS, THIS APPEARS TO BE ADEQUATE TO SUPPORT THE SPRINKLER PIPING; WITH A LITTLE ROOM TO SPARE, PLEASE REVIEW AND LET ME KNOW WI IAT YOU THINK, THANKS JEFF La LUZERNE FIRt SPRINKLERS SAVE LIVES TOTAL P.P1 -� �Li= it GST Y O co September 3, 1998 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, WR 98941 • (360) 293-1901 - FAX (360) 293-1938 IRN MUNCE, DIRECTOR EDWIN FRRNK, BUILDING OFFICIRL Commercial Fire Protection Rick Sigmen P.O. Box 294 Anacortes, WA 98221 RE: 502 340' Street We have received the review plans for the above listed project and offer the following comments. 1L/ Please find attached the Fire Department's review dated September 3, 1998. A response i in writing is required. v 2., / Please refer to this department's letter dated August 18, 1998. A. The design density as revised to extra hazard group II is acceptable. B. Hose stream acceptable. C. Drains and trip times noted. D. A listed electric alarm bell is acceptable. E. No soffits or skylights are in the structure. 6T 3/ As this department has not received a response to the letter dated July 14, 1998, these comments are re-entered below. � A. It is necessary to confirm that the fire sprinkler supports are capable of supporting 250 lbs. plus the weight of the water filled pipe. (UBC Table 16-B) calculations will need to be provided by a Washington State Registered Engineer. The calculations will need to be sealed and signed. B. An approved visual and audible flow alarm would be required for the building L/ interior at a normally occupied location. UBC Section 904.3.2. Z•cE=t= -, C. For systems employing water flow detection devices a manual fire alarm box shall be provided to initiate a fire alarm signal. This box shall be located where f \ required by the authority having jurisdiction. UFC Standard 10-2, Section 3-2.41 V Section 3-4.1.3. Copies of previous correspondence is provided for your convenience. S _ Please respond to each of the letters and the above comments in writing. If other sources are responsible for portions of the comments please indicate such in writing. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner DM:md CC. Dan Harju ASI Alan Perkes 1751 Cedardale Road Mt. Vernon, WA 98273 September 3, 1998 ANACORTO FIRE DEPARTMENT 1016 13TH STREET, ANACORTES, WA 98221 (360) 293-1925 RICHRRD CURTIS, CHID FAX (360) 299-1965 To: Don Measamer From: Ass't Chief Da arnn l iva Re: Plan Review, Wooding 34'" St , Sprinkler Plans I have reviewed the plan revised and dated 8-28-98. 1 offer the following comments for inclusion into the permit process: 1. The plan shows new underground piping to be installed for the FDC and fire supply line to be done • Alan ri" ti would rinstallation pipingI stated heneeded to verify the Ucertification of M. Wooding o any contractual c" relationship with Commercial Fire for this work. Documentation clearly indicating who is -� � -� designing, installing and taking full responsibility for this underground work needs to be oc'v provided before any permits, work or inspections can be performed. 2. The location of the F.D.C. shall be on the east side of the east gate to this property, on the �'gQ`"' 34th St side. The plan does not reflect this. ` 3. The FDC shall be a 5" locking storz with cap and chain. Red Head Brand or an identical coupling is required. A 30 degree elbow shall be installed between the riser pipe and the ��- storz coupling. The locking device shall be positioned on the top side of the coupling. The coupling height shall be 30-36 " above finished grade. v 4. This sprinkler system requires a flow and supervisory fire alarm system. Provide plans for review. Q�j 5. A remote annunciator shall be located at the front entry, on the 34'h St side of this building. It 93`l - shall be of a graphic indicating style. 6. Local strobe/horn alarms inside of the structure shall be provided. A single manual pull— station is required per NFPA for this system. An outside flow alarm shall be provided. 7. Central station monitoring of this alarm system is required per UFC due to number of sprinkler heads. -V, CV—kt,lZ 8. Show weight carrying calculations for the roof structure. A capacity of 250 pounds plus the weight of the pipe and water is required. Provide this to building official for review. 9. 1 have not seen any written response to previous plan reviews for this sprinkler system. -- Please have applicant provide this for our files. PC-- ��- I August 18, 1998 ANACORTES PLANNING & COMMUNM DEVELOPMENT DEPT. PERNUT CENTER P.O. BOX S47, ANRCORTES, WA 98221 • (360) 293-1901 - FAX (360) 293-1938 IAN NIUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL A Commercial Fire Protection Ann.: Rick Sigmen P.O. Box 294 Anacortes, WA 98221 RE: 502 341' Street Dear Mr. Sigmen: V We have received your letter dated August 13, 1998, regarding the WSRB comments and offer the following reply. 1. The design density recommended by WSRB, extra hazard Group 2, would be required for flow coating per 1997, LTBC Standard 9-1 (NFPA13) A-1-4.7.3.1. Redesign for extra hazard Group 2. 2. Hose stream demand and water supply duration Per NFPA13 Table 5-2.3 is acceptable. 3. Drains and trip times, noted. 4. A listed electric alarm bell is acceptable. 5. No soffits or skylights, noted. It is necessary to respond in writing to this department's letter dated July 14, 1998, and the Fire Departments review dated July 7, 1998. For your convenience we have attached a copy of each. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner CC. Dan Harju July 14, 1998 ANACORTES PLRNNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX S47, ANACORTES, WR 98921 • (360) 993-1901 - fAX (360) 993-1938 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL Commercial Fire Protection Rick Sigmen P.O. Box 294 Anacortes, WA 92821 RE: 502 34h Street Sprinkler Plans Wooding Building Dear Mr. Sigmen: Please find attached the comments from the Washington Surveying and Rating Bureau, as well as Assistant Chief Dan Harju's comments. It is necessary to confirm that the fire sprinkler structural supports are capable of supporting 250 lbs. plus the weight of the water filled pipe. (UBC Table 16-B) Calculations will need to be provided by a Washington State Registered Engineer. The calculations will need to be sealed and signed. 2. An approved audible and visual flow alarm would be required for the building interior at a normally occupied location. UBC, Section 904.3.2. 3. For systems employing water flow detection devices a manual fire alarm box shall be provided to initiate a fire alarm signal. This box shall be located where required by the authority having jurisdiction. UFC Standard 10-2, Section 3-2.4 and Section 3-4.1.3. Please respond to the above listed items, in writing, to facilitate a quicker permit review. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner CC. ASI Alan Perkes 1751 Cedardale Road Mount Vernon, WA 98273 Memorandum To: Don Measamer From: Asst Chief D,.a Hju ti,__ Date: 0? 0- `* Re: Wooding i'sw; i;ng. 34'' Street I reviewed the sprinkler plans from Commercial Fire and the review comments from WIRE. Except for the location and the type of hose coupling for the FDC. t accept their review. The FDC shall he located next to the westerly post for the East Cate (see drawing). This requires an underground line from the riser inn diagonally across the front yard. This decision is based upon the fire chiers desire to maintain the greatest amount of apparatus access from the west. The proposed location will block access for all vehicles except the initial arriving engine. The FDC shall have a 5" locking storz coupling located approximately 30" above finished grade. A 30 degree elbow shall also be fitted between the FDC riser and storz coupling. Redhead Brand or identical coupling is required. The normal inspections and acceptance testing shall be arranged for and performed before occupancy can be issued. p�i.'(�_.yiM!_J��Jt .' .�i.� "^i.,. v�'�y�°�;•.`:'';^y.$ixl+3i 19 CITY: OF ANACORTES BUILDING DEPARTNMNT FAX COVER SHEET TO:,�� FROM: I Cti4 PAGES INCLUDING COVER SHEET: S COMMENTS: P.O. Box 547, Anacortes, WA 98221 Office Phone No.: (360) 293-1901 Fax Number: (360)293-1938 n� kR July 14, 1998 ANRCORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, WR 98441 • (360) 293-1901 - FAX (360) 993-1938 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL Commercial Fire Protection Rick Sigmen P.O. Box 294 Anacortes, WA 92821 RE: 502 34`h Street Sprinkler Plans Wooding Building Dear Mr. Sigmen: Please find attached the comments from the Washington Surveying and Rating Bureau, as well as Assistant Chief Dan Harju's comments. It is necessary to confirm that the fire sprinkler structural supports are capable of supporting 250 lbs. plus the weight of the water filled pipe. (UBC Table 16-B) Calculations will need to be provided by a Washington State Registered Engineer. The calculations will need to be sealed and signed. 2. An approved audible and visual flow alarm would be required for the building interior at a normally occupied location. UBC, Section 904.3.2. For systems employing water flow detection devices a manual fire alarm box shall be provided to initiate a fire alarm signal. This box shall be located where required by the authority having jurisdiction. UFC Standard 10-2, Section 3-2.4 and Section 3-4.1.3. Please respond to the above listed items, in writing, to facilitate a quicker permit review. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner CC. ASI Alan Perkes 1751 Cedardale Road Mount Vernon, WA 98273 To: Don Measamer From: Ass't Chief Dcn H Date: 07 07, 93 Re: Wooding Buwiamg, 34" Street I reviewed the sprinkler plans from Commercial Fire and the review comments from WIRB. Except for the location and the type of hose coupling for the FDC. I accept their review. The FDC shall be located next to the westerly post for the East Gate (see drawing). This requires an underground line from the riser run diagonally across the front yard. This decision is based upon the fire chief's desire to maintain the greatest amount of apparatus access from the west. The proposed location will block access for all vehicles except the initial arriving engine. The FDC -shall have a 5" locking storz coupling located approximately 30" above finished grade. A 30 degree elbow shall also be fitted between the FDC riser and storz coupling. Redhead Brand or identical coupling is required. The normal inspections and acceptance testing shall be arranged for and performed before occupancy can be issued. a, a'-z-.^'ro-• �+,c ^s?m. •�'y5.i'..w «�'•;.e'.rvs t.p>.z^�vcm.wf- ,� . �. Exit ��✓t✓,$�s=��,...t.S'�.I•l.�a+vn.i:..�s'3 :..•-�a.'ii: f'�§�:�mw's`...ary ..t ... .. .... ....&id. . WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 July 1, 1998 PLAN SHEETS 1 o i SUBJECT Bill Wooding Building 502 34'" Street Anacortes, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Revise design to comply with Curve 5 (Extra Hazard Group 2) in Figure 5-2.3 of NFPA 13 (1996) which would be acceptable for flammable liquids spraying and flow coating. Recommend a design of .30/6,500. 2. Reserve 150 gpm for inside hose allowance and 750 gpm for outside hose allowance. 3. Operation of dry pipe system to be in accordance with Article 3-2.3.1' and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. Drains should be provided for trapped piping in dry pipe systems as specified in Article 4-14.3.5.3 of NFPA 13 (1996). Provide gang drains for multiple trapped branch lines. 4. Provide an outside water motor gong. 5. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, and to roof skylights. ...,in too, suveYins &Ratios Btf1lN PLAIt RSAEcYIE mA H MOTO TTU'P reletlue �N�ct 08-13-1998 04:05P1 FPOM COMMERCIAL FIRE PROTECT46 TO commerciai "' Fire Protection August 13, 1998 INC. Mr. Don Measamer Anaccrtes Planning & Community Development Department P. O. Sox 547 Anacortes, WA 98221 Re: Bill Wooding Building 92931938 P.01 502 34t° Street Job # 98602 Dear sir; Please review our reply to W.S.R.B. comments: Item #1 The design density used, by W,S.R.B. is based upon 1lasfuualle liquid spraying. The occupation of the tenant is boat repair and the fiberglassing process used is a new one which is an extrusion process rather than open spraying. I am, however, making a request that tho tcnunt explain this process to you since we have based our design upon this premise. Item #2 NFPA 13, 1996 Edition, Section 5, Table 5-2.3 "Hose SU_eamDtmtaud and Water Supply Duration Requirementsff, shows Extra Hazard as demanding combined inside and outside hose streams at 500 GPM. We have used 500 GPM as noted on tha 1-ir.1a page of our calculations. Item #3 we agree with W.S.x S, s comment corcern ng NFPA Article 3-2.3.1 and 4-14.3-5.3 regarding trip -times and drains, This criteria has been incorporated into our design. LrSy 1�.0. $ox 294 • Anacortes, WA 98221 • (360) 293-9559 • F": 293.5309 (�1 1-800-460.5990 License #COMMEPP132l M 09-1-5-1999 04:05PM FROM COMMERCIAL FIRE PPOTEC146 TO 92931938 P.02 Item #4 NPPA Section 2-9.5.1 allows the use of an exterior electric alarm knell. Item #5 The subject building has no exterior soffits, eannpie.s, nverhanging avoo or skylights. There ara, however, offices which are included within the sprinkler coverage. Ras;krw f Resp-tfully, 4 ichard Sigmen �. Ueneral nager TOTAL P.02 STANDARD 9.1 fuel loadings or combustible characteristics and susceptibil- ity for changes in these characteristics, for a particular occupancy, are considerations that should be weighed in the selection and classification. The light Hazard classification is intended to encom- pass residential occupancies; however, this is not intended to preclude the use of listed residential sprinklers in resi- dential occupancies or residential portions of other occu. pancies. A-1-4.7.1 light Hazard Occupancies include occupancies having conditions similar to - Churches Clubs Eaves and overhangs, if combustible construction with no combustibles beneath Educational Hospitals Institutional Libraries. except large stack rooms Museums Nursing or convalescent homes Office, including data processing Residential Restaurant seating areas Theaters and Auditoriums excluding stages and prosce- niums Unused attics. A-1-4.7.2.1 Ordinary Hazard Occupancies (Group 1) include occupancies having conditions similar to: Automobile parking and showrooms Bakeries Beverage manufacturing Canneries Dairy products manufacturing and processing Electronic plants Glass and glass products manufacturing Laundries Restaurant service areas. A 1-4.7.2.2 Ordinary Hazard Occupancies (Group 2) include occupancies having conditions similar to: Cereal mills Chemical plants — ordinary Confectionery products Distilleries Dry cleaners Feed mills Horse stables Lather goods manufacturing Libraries — large stack room areas Machine shops Metal working Mercantile Paper and pulp mills Paper process plants Piers and wharves Post offices Printing and publishing Repair garages 3-190 1997 UNIFORM BUILDING CODE Stages Textile manufacturing Tire manufacturing Tobacco products manufacturing Wood machining Wood product assembly. A-1-4.7.3.1 Extra Hazard Occupancies (Group 1) include occupancies having conditions similar to: Aircraft hangars Combustible hydraulic fluid use areas Die casting Metal extruding Plywood and particle board manufacturing Printing (using inks having flash points below 100°F (37.9'C)l Rubber reclaiming, compounding, drying, milling, vulcanizing Saw mills Textile picking, opening, blending, gatneuing, carding, combining of cotton, synthetics, wool shoddy, or burlap Upholstering with plastic foams. Extra Hazard Occupancies (Group 2) include occupan- cies having conditions similar to: Asphalt saturating Flammable liQuids_� a� BE w co n$ MoR home or modular building assemblies (where fin- ished enclosure is present and has combustible interiors) Open oil quenching Plastics processing Solvent cleaning Varnish and paint dipping. A-1-4.7.4.1 Other NFPA standards contain design crite- ria for fire control or fire suppression (see 1-4.7.4 and Chap- ter /0). While these may form the basis of design criteria, this standard describes the methods of design, installation, fabrication, calculation, and evaluation of water supplies that should be used for the specific design of the system. A-2-1.1 Included among items requiring listing are sprinklers, some pipe and some fittings, hangers, alarm devices, valves controlling flow of water to sprinklers, valve tamper switches, and gauges. A-2-23 Information regarding the highest temperature that may be encountered in any location in a particular installation may be obtained by use of a thermometer that will register the highest temperature encountered; it should be hung for several days in the location in question, with the plant in operation. A-2-2.4.1 Examples of such locations are paper mills, packing houses, tanneries, alkali plants, organic fertilizer plants, foundries, forge shops, fumigation, pickle and vin- egar works, stables, storage battery rooms, electroplating rooms, galvanizing rooms, steam rooms of all descriptions including moist vapor dry kilns, salt storage rooms, loco- motive sheds or houses, driveways, areas exposed to out- side weather such as piers and wharves exposed to salt air, areas under sidewalks, around bleaching equipment in 1944 UNIFORM FIRE CODE STANDARD 10.2 2-7.1 The purpose of Table 2-7.1 is to identify signaling line circuits based on their ability to indicate alarm and trouble. (FROM 72A 2-13.1 and 72D 3-10.1) 2-7.20 Use of Table 2-7.1 is explained in Appendix A. (See Section 2-6.) (FROM 72D 3-10.2, 72A 2-15.2) 2.7.3 When a redundant signaling line circuit, leg facility, or trunk facility is necessary to meet the performance require- ments of Table 2-7.1, the integrity of this redundant circuit shall be monitored as specified in the table. (FROM 72D 3.10.3) Chapter 3 Applications of Protective Signaling Systems JV, y`Yya. J4� 3.1 Scope. This chapter describes the various types of pro- tective signaling systems, which may include one or more of the following features: (a) Manual fire alarm. t %ai., 1 A, (b) Automatic fire alarm. (c) Automatic detection of alarm or abnormal conditions in extinguishing systems, such as sprinkler and carbon dioxide. (d) Guard's tour supervisory service. (e) Automatic detection of abnormal conditions in indus- trial processes that could result in fire or explosion endan- gering life or property. (f) Use of all or part of a system for additional purposes, such as sounding of paging signals. Such systems shall be known as COMBINATION SYSTEMS. (FROM 72A 1-1.3, MODIFIED) 3.2 Manual Fire Alarm System. 3.2.1 Manual fire alarm boxes shall be approved for the particular application and shall be used only for fire protec- tive signaling purposes. Exception: Con4bmation fire alarm and guard's tour boxes are acceptable. (FROM 72A 3-2.2.1 MOD., 72B 3.1.1.1 MOD., 72C 3-3.1.1 AND 72D 3-3.1.1, MOD.,) 3-2.2 Each box shall be securely mounted. The bottom of the box shall be not less than 31/2 it 0.1 m) and not more than 5 It (1.4 m) above the floor level. 2-163 STANDARD 10-2 1994 UNIFORM FIRE CODE 1994 UNIFORM FIRE CODE (FROM 72A 3-2.2.2,72B 3-LL2, 72C 3-3.1.2 AND 72D ted where app, provided that 3-3.1.2) smoke concent 3.2.3 Manual fire alarm boxes shall be distributed through- will activate a s, out the protected area so that they are unobstructed, readily Exception: Atop accessible, and located in the normal path of exit from the than a smoke dete area and as follows: seconds. (a) At least one box shall be provided on each floor of the (FROM 72A, premise. (b) Additional boxes shall be provided so that travel dis- 3-3.4 When it tance to the nearest box will not be in excess of 200 ft (6I the operation of m) horizontal distance on the same floor. trot capability s atmg devices co (FROM 72A 3-2.2.3, 72B 3.1.1.3, 72C 3-3.1.3 AND 72D an alarm state. 3-3.1.3, ALL MODIFIED) (FROM 72A. 3-2.4 For systems employing automatic fire detectors or waterflow detection devices, a manual fire alarm box shall 3.3.5 Systems be provided to initiate a fire alarm signal. This box shall be detectors to pr( located where required by the authority having jurisdiction. ted, providing: (FROM 72D 3-2 MODIFIED AND 72C 3-2 MODIFIED) 1. They jurisdiction, ant 3.25 Where signals from manual fire alarm boxes and other 2. there a fire alarm initiating devices within a building are transmit- space, and ted over the same signaling circuit, there shall be no inter- i 3. deterto Terence with the fire alarm box signals when both types of 1 determined by signaling devices are operated at or near the same time. Automatic Fire Dt Provision of the shunt noninterfering method of operation is acceptable for this performance. 4. the alar (FROM 72D 4-5.3.3) 3-3.6 Positive A and alann systen 3.3 Automatic Fire Detection Systems. with the foBowir. 3.3.1 Automatic fire detectors shall be located, main- 3-3.6.1 The sig tained, and tested in accordance with NFPA 72E, Standard ( shall be acknow4 on Automatic Fire Detectors. nel within 15 sec i alarm investigate (FROM 72A 3-4.1.1 MODIFIED TITLE, 72B 3.2.1.2, in 15 seconds, al 72C 3-4.1.1 AND 72D 3-5.1.1) be activated autc 3.3.2 Automatic fire detectors that have integral trouble 3-3.6.2 Trained contacts shall be wired on the initiating device circuit so I ing the alarm in that a trouble condition on one detector will not impair the dition and reset alarm operation from other initiating devices. this investigation ! nals shall immec. NOTE: Though a trouble signal is required when a plug- in detector is removed from its base. it is not considered as 34.6.3 If a sec( a trouble condition on the detector ansa the requirement of ' ated during the , 3-3.2 does not apply. _ ing and remote (FROM 72A 3-4.1.2, 72B 3.2.1.3 MOD., 72C 3.4.1.2 automatically. MOD. AND 72D 3-5.1.2 MOD.) 3-3.6.4 If any o 3.3.3 Automatic fire detection and alarm systems building and ret automatically. equipped with alarm verification features shall be permit- i 2-164 To: Don Measamer From: Ass't Chief Dan H1 ^ /__ Date: 07/07/98 Re: Wording Building, 34" Street I reviewed the sprinkler plans from Commercial Fire and the review comments from WIRB Except for the location and the type of hose coupling for the FDC. T accept their review. The FDC shall be located next to the westerly post for the East Gate (see drawing). This requires an underground line from the riser run diagonally across the front yard. This decision is based upon the fire chief s desire to maintain the greatest amount of apparatus access from the west. The proposed location will block access for all vehicles except the initial arriving engine. The FDC shall have a 5" locking storz coupling located approximately 30" above finished grade. A 30 degree elbow shall also be fitted between the FDC riser and storz coupling. Redhead Brand or identical coupling is required. The normal inspections and acceptance testing shall be arranged for and performed before occupancy can be issued. --- - - --- - -- --- - WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 July 1, 1998 PLAN SHEETS 1 o 1 SUBJECT Bill Wooding Building 502 34' Street Anacortes, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NEPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. Revise design to comply with Curve 5 (Extra Hazard Group 2) in Figure 5-2.3 of NFPA 13 (1996) which would be acceptable for flammable liquids spraying and flow coating. Recommend a design of .30/6,500. Reserve 150 gpm for inside hose allowance and 750 gpm for outside hose allowance. Operation of dry pipe system to be in accordance with Article 3-2.3.1. and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. Drains should be provided for trapped piping in dry pipe systems as specified in Article 4-14.3.5.3 of NFPA 13 (1996). Provide gang drains for multiple trapped branch lines. Provide an outside water motor gong. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, and to roof skylights. Vlashington Surming & Rating "a PIAN REVIEWED AS MOTO —. Wgivety to relative emd w WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 July 1, 1998 PLAN SHEETS 1 o 1 SUBJECT Bill Wooding Building 502 34" Street Anacortes, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Revise design to comply with Curve 5 (Extra Hazard Group 2) in Figure 5-2.3 of NFPA 13 (1996) which would be acceptable for flammable liquids spraying and flow coating. Recommend a design of .30/6,500. 2. Reserve 150 gpm for inside hose allowance and 750 gpm for outside hose allowance. 3. Operation of dry pipe system to be in accordance with Article 3-2.3.1 * and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. Drains should be provided for trapped piping in dry pipe systems as specified in Article 4-14.3.5.3 of NFPA 13 (1996). Provide gang drains for multiple trapped branch lines. 4. Provide an outside water motor gong. 5. Extend sprinkler protection skylights.VV y to all are including exterior eaves, soffit , canopies, and to roof �; �� �` T) o- (g. ,.ashingtan Surveying & Rating Bnto TEA PIAN pEV1E AS NA SEATTLE 041. __.,.. d tenc acco� tate exclusively to relative enact " . _—.-e.,,. fates. TVM — eR - t0 De x101 �illdHT OF PIPE WITH WATER ?ice XL, 5/10 S/40 Weignt of Pipe/,Foot 1.13 1.4041..69 Weight of Water/Foot 0.414 0.409 0.37 Weight o£ Pipe with Water/Foot 1.544 11.873 Z, 1..114" Pioe weignt of Pipe/Foot 1.46 1,81 2_27- _27Weight Weight of ,Water/Foot 0.72 0.71 Weight of Pipe with .Water/Foot 2.18 2,5 292 1_1/2" Pine Weight' of Pine/Foot 1.76 2.09 2.72 ' Weight of Water/Foot 0.97 0.96 .0.88 Weight of Pipe with Water/Foot 2.73 3.05 r 1..3.601 2" Pine Weight of Pipe/Foot 2.35 2.64 3.65 Weight of watez/Foot 1.58 1.58 1.46 Weight of Pipe with Wates/Foot 3.93 4.22 5.11 2.1'/2" Pine 1I; Weight of Pipe/Foot 3.70 3.53 5.79 weight of water/Foot 2.26 LJL 2.08 Weight of Pipe Vith Water/Foot 5.96 5.89 -7.87, 3" Pine Weight of, Pipe/Foot 4:69' 4.33',' 7.58.• Weight of Water/Pact 3.48 3.61 3.20 Weight of Pipe with Water/Foot 8.17 7.94 10.78 ' 3-1,/2" Pine Weight of Pipe/Foot 9.97 9.11 Weight -of Water/Foot 4.81 4.28, Weight cf Pioe with Water/Foot 9.78 13.39 I E" Pine . Weight of Pipe/Foot 5.61 10.79 ! Weight of. Wates/Foot 6.17 Weight i of Pipe with Water/Foot 111.797 16.30 I 5" Pine Weight of; Pipe/Foot 7.77 74.62 Weight of Water/Fact .,9.S3 8.66 Weight of.Pips with Water/Foot 17.30', 23.28 6" Pine Weight of Pipe%Foot 9..29 18.97 Weight of Water/Foot 13.74 12.Si Weight 'I of Pipe with Watar/Foot 23.03 31.48 AMR.8" Pioe Weight, of Pipe/Foot 13.40.' 28.55 Weight of Water/Foot "23.,59 21.69 Weight j I of Pine with Water/Foot 36.59 50.24 I __0_1 _9•iD310'dd 3dId IUUDd3WWOJ 'WOdd WdOZ:TT 866T-£0-80 COMMERCIAL FIRE PROTEA ;ON, INC. P.O. Box 294 ANACORTES, WA 98221 (360) 293.9559 FAX (360) 293-5309 TO City of Anacortes P. 0. Box 547 Anacortes, WA 98221 dGi14L_ 13 OIP 4�o HQ] K044ZR& DATE Sept. 1, 1998 IJOB NO 98601 ATTENTION Don Measamer INE Bill Wooding Building 34th Street WE ARE SENDING YOU M Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Ig Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order [2 Calculations COPIES DATE NO 5 8/31/98 5 8/31/98 Hydraulic Calculations Revised Sprinkler Plans THESE ARE TRANSMITTED as checked below: [A For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ DESCRIPTION ❑ Resubmit ❑ Submit 11 Return copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Revision from Dry System to Wet System because of extra hazard. RECEIVED BUILbiNG DEPT COPY TO SIGNED, Richard J. Sigmen if enclosures are not as noted, kindly notify us at once. June 23, 1998 t 1 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER _ P.O. BOX 549, RNRCORTES, WR 98821 • (360) 293-1901 - FAX (360) 993.1938 IRN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL Washington Survey and Rating Bureau Attn.: Scott Webster 2003 Western Avenue, Suite #300 Seattle, WA 98121-2190 Re: Boat Fabrication Facility Dear Mr. Webster: Please find enclosed, plans and specifications for a boat fabrication facility conducting the application of flammable finishes, spray painting and flow coating. The building is existing, and we have not received a full set of plans for the proposed use at this time, though the plans are expected within the week. Please feel free to contact me at 293-1901, if I can be of any help or if you have any questions. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner DM:md 9214 502 34th Street GM Condor Inc. 10-16-91 Fisher & Sons VM B-2 HM Steel Building Shed �N,D i -a-4a SLAB/-i��P�oS C�r n1� YLbg CK) I i t �'V%SED CoNTQqC'CC1z- iHQT ENQ1.�6 fiNO t'!' W�ij% IVP[SQIITOiV 73 Z DLrs NOT P�o�c__r�hLET 'SRU Si.eF-L K i3 is INSTALLA'i ION OF SPRINKLER SYSTEMS �1 Contractor's Material and Test Certificate for underground Piping. PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contraUors personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor, It is understood the owners representative's signature in noway prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's -requirements or local ordinances. PROPERVkITAME1 -r DATE J. / .AN4/ GC /✓ PROPERTYADDRESS SOZ4�/.0�'0/22�— — ACCEPTED BY APPROVING AUTHORITI (NAMES) ADDRESS PLANS YES CJ NO INSTALLATION CONFORMS TO ACCEPTED PLANS 0 EQUIPMENT USED IS APPROVED YES i_ NO IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS YES L-1 NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND YES [— NO MAINTENANCE CHARTS BEEN LEFT ON PREMISES? IF NO, EXPLAIN LOCATION SUPPLIES BUILDING } E TYPES NO CLASS `TYPE JOINT,5 / PIPE CONFORMSTO '�' STANDARD YES CI NO UNDERGROUND FITTINGS CONFORM T(yAjAeAJ_ STANDARD j�!!r YES [J NO PIPES AND IF NO. EXPLAIN JOINTS JOINTS NEEDING ANC �iOf CLAMPED, STRAPPED, OR BLOCKED IN Ld; YES NO ACCORDANCE WITy y�._,C.La � STANDARD \ IF NO, EXPLAIN FLUSiHIN : Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow -offs. Flush at flows not less than 390 GPM (1476 Umin) for 4 -Inch pipe, 880 GPM (3331 Umm) for 6 -inch pipe, 1560 GPM (5905 Untie) for 8 -inch pipe, 2440 GPM (9235 Umin) for 10 -inch pipe, and 3520 GPM (13323 Umin) for 12 -inch pipe. When supply cannot produce stipulated flow rates, obtain maximum available. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.8 bars) for two hours or 50 psi (3.4 bars) TEST above static pressure in excess of 150 psi (10.3 bars) for two hours. ' DESCRIPTION LEAKAGE: New pipe laid with rubber gasketed joints shall, if the workmanship is satisfactory, have little or no leakage at the jo+rtts. The amount of leakage at the joints shall not exceed 2 qts. per hr. (1.89 Uh) per 100 joints irrespective of pipe diameter. The leakage shall be distributed over all joints. It such leakage occurs at a few joints the installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above may be increased by 1 it oz per in. valve diameter per hr, (30 mL/25 mm/h) for each metal seated valve isolating the test section. If dry barrel hydrants are tested with the main valve open, so the hydrants are under pressure, an additional 5 oz per minute (150 mLJmin) leakage is permitted for each hydrant UND RGROUND PIPING FLUSHED ACCORDING TO STANDARD BY (COMPANY) IF NO, PLAIN EJ YES Ll NO FLUSHING ,H�OaW FLUSHING FLOW WAS OBTAINED I THROUGH WHAT TYPE OPENING WPUBLIC WATER �fTANKOR RESERVOIR (FIRE PUMP i [D HYDRANT BUTT !,OPEN PIPE LEAD-INS FLUSHED ACCORDING TOX/✓iii/eiY STANDARD BY (COMPANY) YES C.[ NO IF NO, EXPLAIN i - ,,rFtrJJ��OyyW FLUSHING FLOW WAS OBTAINED f>�IPUBLIC WATER [71TANK OR RESERVOIR (FIRE PUMP THROUGH WHAT TYPE OPENING D Y CONN. TO FLANGE OOPEN PIPE '' `` & SPIGOT 1996 Edition Figure 84(b) Pan t. Figure 84(b) Part 2. 8-5* Hydraulic Design Information Sign. The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion -resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. The sign shall include the following information: (a) Location of the design area or areas. (b) Discharge densities over the design area or areas. (c) Required flow and residual pressure demand at the base of riser. (d) Occupancy classification or commodity classification and maximum permitted storage height and configuration. (e) Hose stream demand included in addition to the sprinkler demand. 8-6 Circulating Closed Loop Systems. Discharge tests of sprinkler systems with nonfire protection connections shall be conducted using system test connections described in 2-7.2. Pressure gauges shall be installed at critical points and readings taken under various modes of auxiliary equipment operation. Waterflow alarm signals shall be responsive to discharge of water through system test pipes while auxiliary equipment is in each of the possible modes of operation. Chapter 9 Marine Systems 18-79 9-1 General. This chapter outlines the deletions, modifi- cations, and additions that are necessary for marine applica- tion. All other requirements of this standard shall apply to merchant vessel systems except as modified by this chapter. 9-1.1 The following definitions shall be applicable to this chapter. A -Class Boundary. A boundary designed to resist the passage of smoke and flame for 1 hr when tested in accor- dance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials. B -Class Boundary. A boundary designed to resist the passage of flame for i/2 hr when tested in accordance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials. Central Safety Station. A continuously manned control station from which all of the fire control equipment is moni- tored. If this station is not the bridge, direct communication with the bridge shall be provided by means other than the ship's service telephone. Heat -Sensitive Material.* A material whose melting point is below 1700°E (926.7°C). Heel. The inclination of a ship to one side. 1996 Edition ` MARINESYSTEMS orJ ALL NEW UNDERGROUND PIPING HYDROSTATICALLY TESTED AT JOINTS COVERED �IC T ZmU PSI FOR -.21 HOURS Y [_1 YES El NO - TOTAL AMOUNT OF LEAKAGE MEASURED LEAKAGE ' © GALS _ HOURS TEST ALLOWABLE LEAKAGE GALS �� -' HOURS NUMBER INSTALLED TYPE AND MAKE ALL OPERATE SATISFACTORILY HYDRANTSu 110 a Fj- WATER CONTROL VALVES LEFT WIDE OPEN D YES NO CONTROL IF NO, STATE REASON VALVES HOSE THREADS OF FIRE DEPARTMENT CONNECTIONS AND HYDRANTS YES 0 NO INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM DATE LEFT IN SERVICE /D-/c-- �5l✓ REMARKS t may• reNAME OFINSTALLING ONTRACT R Y � t/� 1p11J TESTS WITN SED BY dR PROPERTY OWNER (SIGNED) TITLE DATE 'p�"t//.i/ FO TAIL N�/y COT CTOR (SIGNED) i�IT/� . DATE Y/ q9 .... ......... .- .,..........., Figure 84(b) Part 2. 8-5* Hydraulic Design Information Sign. The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion -resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. The sign shall include the following information: (a) Location of the design area or areas. (b) Discharge densities over the design area or areas. (c) Required flow and residual pressure demand at the base of riser. (d) Occupancy classification or commodity classification and maximum permitted storage height and configuration. (e) Hose stream demand included in addition to the sprinkler demand. 8-6 Circulating Closed Loop Systems. Discharge tests of sprinkler systems with nonfire protection connections shall be conducted using system test connections described in 2-7.2. Pressure gauges shall be installed at critical points and readings taken under various modes of auxiliary equipment operation. Waterflow alarm signals shall be responsive to discharge of water through system test pipes while auxiliary equipment is in each of the possible modes of operation. Chapter 9 Marine Systems 18-79 9-1 General. This chapter outlines the deletions, modifi- cations, and additions that are necessary for marine applica- tion. All other requirements of this standard shall apply to merchant vessel systems except as modified by this chapter. 9-1.1 The following definitions shall be applicable to this chapter. A -Class Boundary. A boundary designed to resist the passage of smoke and flame for 1 hr when tested in accor- dance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials. B -Class Boundary. A boundary designed to resist the passage of flame for i/2 hr when tested in accordance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials. Central Safety Station. A continuously manned control station from which all of the fire control equipment is moni- tored. If this station is not the bridge, direct communication with the bridge shall be provided by means other than the ship's service telephone. Heat -Sensitive Material.* A material whose melting point is below 1700°E (926.7°C). Heel. The inclination of a ship to one side. 1996 Edition 10/21/1998 14;24 3604286082 MTC PAGE 01 i 14fl7 OM} HCgftway 90 soup 4Y11 88273 . ki. q '" r e/AfyDq a.xf r Toa law .00 k F141 sr: ". a( Pages l"ChAdino' Cover qxpap 81191: LQi;ryw,,pryi Co. ' °13 please 1ugyc1e, , C3 urserrtc9mneem ( please rtenly 4 I 'r ver L. [s t; F e I if yd(t k all pages Ir OMtedplease call us, at tie above nunter. L ,. }i 10/21/1998 14:24 3604286082 MTC PAGE 02 . w r 0 l l e1'lals "Vesting 9 a` y y�'�(,� ^/eG..T.LL1.74�{.F.9�..F gi Inc• . N, R@ ort#F 2015 7'�A,Sa P r° `a j "' Materials Testing k f»a FILE NO:: "A„ Misc. 1887 Qld HighWalr' , a^ DATE: OcCober D8,'1958 Mount Vernon, W1' b" (360):428' MG CLIENT: Alan N. Pei Res'Construation i6 8.i&0OIRWECT: 'Bolting inspection' .;'(360)'4282 ADDRESS.SM - 34d"'Strest, CITY:, Anacoribffi CLIENT:'' A »?� �;. ADDRESS:iovelooment ' mo pp27y r9 IIISpec:tuo F4 32 '. s 'for tightening using' 441TG torque v�rerlch ID, .#1106 • (CalthraticaR date 9tr2R '. 3114 uisuaUy inspected, All bolts Were accepted ]� Rank al \ 8t psr,and per UBC code ,H ]r - f REN-1I� 141pp '(V r.k{ I� f er`d ^ a F +! •r <Ja• CJS` .. inspeC.ied. Sy J9r t ,� 4V#ti80 Certified In'spec'tor ' Reviewed By ►VcsN11 a hnlcal Director OVe t ��f j T ISTRIBUTION a ORICwirIAL: A4 ii M x ruuction A ofivelop"n't " 5 , 'COPIE '. C!>•jt ., r'6�'On`Mfla�+q�er . ` Z V RLL'RBPibRl r N—F TIAL ANO AFIt TW PROPERTY OF THE CLIENT AND IATC ,+ PEVRodUCTE(9Pfht9'F'TItOl"ViO ATERI C:bNtIENT OF MTC 18 STRICTLY FORBIDDEN 16.87 �lci t 3' t I i",e irlr r W .982,`3: (300).428 -t)G04, FAX 428-6482 ; c;: 914 TAkoK >` f 61 m-B,i ll,i,itghanl; WA 98226. (360) 647-6061- �' onimercial - - r ' lire Protection INC. Contractor's Material.& Test Certificate for Aboveground Piping A PROCEDURE:', Upon completlon,of Work; inspection and tqM shall be made by the contractor's representative and witnessed by authority having'jurisdicfion. All defects shall be correaea; and system left in servicge before contra�gctosr'gs{,pergsoyn3npel finally leave the job.' - - - IPROPEFTfYNAME'+:p,v'p�7"�.y�'kF.yB�Ia;g'y%si�gxy.fL 4111Jq�ll'M Grp ��i (DATE - PROPERTY,ADDRESS SYSTEM SYSTEM NO. I AREAPROTECTWIT 11 tw i,ACCEPTEDBYAPPROVINGIAUTHORITY'(S)'NAA4ES,. ° V.. I` ADDRESS PLANS I - INSTALLATION EQUIPMENT IF NO, EXPLAIN DEVIATIONS , .60NF,ORMS TO USED IS 'ACCEPTED PLANS'"I' I YESI� NO APPROVED YES I FI I NO I rnHAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN GIVEN TO IF NO, EXPLAIN Z INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND nYE`; X CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? NO GIVEN BY U X (z HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND IF YES, GIVE NAME z MAINTENANCE CHARTS AND NFPA 25 BEEN LEFT ON PREMISES? YGq NO IF NO, EXPLAIN I , MAKE MODEL' YR. OF MANUF ORIFICE SIZE QUANTITY I TEMP. RATING I Y Z PIPEAND ,PIPE CONFORMSTOu� STANDARD ar YES NO IF NO, EXPLAIN -> i ra FITTINGS 'FITTINGS CONFORM TO STANDARD YES NO - �+ ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE I >o�I TYPE MAKE Y MODEL MINUTES SECONDS - DRY VALVE ODD i MAKE MODEL SERIAL NO. MAKE I MODEL SERIAL N4,.�4I', az TIME WANE WATER PRESSURE AIR PRESSURE TRIP POINT -AIR PRESSURE TIME WATER REACHED ALARMOPERATEDPROPERLY - Q THRU TEST PIPE J TEST OUTLEr i �wCOD J fi O >-IcI(10D I IF NO, EXPLAIN - OPERATION';i PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED iYES - I NO 3 'DETECTING MEDIA SUPERVISED I I YES I I NO I IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT, FOR TESTING a zDOES VALVE OPERATE FROM THE MANUAL TRIP ❑ YES ; F-] NO IF NO, EXPLAIN a AND/ OR REMOTE CONTROL STATIONS f—] YES nNOI a DOES EACH CIRCUIT OPERATE DOES, EACH CIRCUIT MAXIMUMTIMETO w MAKE MODEL I SUPERVISION LOSS ALARM? VALVE RELEASE'+ OPERATE RELEASE i I YES NO YES I NO MINUTES I SECONDS FORM IS COMPLETED AND ATTACHED INDICATING ACTUAL TRIP TIMES FOR EACH DETECTOR U u YES NO FNO, EXPLAIN I _ 0ztHYDROBTATIDi Hytlmstahc tests shouId IC mad at not less than 200 ps, 3.Bbare)fortwo hours or 50 psi(34 bars) above static pressuremexwss of 150 psi(102 bars)fortwo hours Digsrenhal tlry-pipe valve ; clappers shill be,lefdopen tlunng test to prevent tlamege All wsible'abovegrountl piping leakage shell be stoppetl An allowable leakage of 1 fl oz per inch valve tlumeter per hear For each metal seatetiv§Ne;; isdahng;a test sechonle''perm4letl R+^!+ i h., - ti FLUSHING: Flow the regbuetlrate untA waters dear as mtlicaletlby no collection of foreign mate.... burlap bagsateullelssuch as hytlrants-6 blowaRS Flush at flows not less Nan 390GPM.c(1a4➢6 Lyiipj,fop -' ti U 4; inch pipe„Bao, GPAf (3331 Lmm) for &inch pipe, 1560 GPM is” Umin) Ter a -inch pipe, 2440 GPM (9235 Umin) fa 10.inch pipe, antl 3520 GPM (13323 Umin) far 12 -inch pipe When supply nnel protlucy,,: s)ipulaterl,he rates,lotitain ma,, b.,.vailabie. u o PNEUMATIC: EsiabllsFt4P Ps,( pressure antl measure tlrop which shall no[exceetlll/2 psi(0.1 bars)in 24 hours Test pressure tanks at normal water level antl ah pressure antl sure au pressure Crap which shallfCof�ez'cs" etl 1 V2 psi (01 Oars) in 24 go irg I ALL PIPING'HVDA � STATICALLY TESTED AT psi DRY PIPING PNEUMATICALLY TESTED U YES u NO FOR '"'�"'� HOURS I IF NO, STATE REASON I EQUIPMENT 6PER4S PROPERLY I IYES I ANO I DRAIW I `READIING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: STATIC PRESSURE `J C osi TEST'; ',,RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE: psi TESTS UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED!BY„COPY OF THE UNDERGROUND FORM. BYES BNO FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING. YES NO BLANK NUMBER USED LOCATIONS TESTING GASKEfS CONNECTION TO UNDERGROUND X DATE NUMBER REMOVED WELDED PIPING I I YES U NO IF YES: 1. DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OFATLEASTAWS mag, LEVEL AR -37 ❑YES E]NO WELDING WELDING COMPLIESWITH (IF OTHER THAN AWS DIOS) 2 DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -37 I�I YES NO 3D,O YOU CERTIFYTHATWELDING WAS CARRIED OUT IN COMPLIANCEWITH A DOCUMENTED QUALITY CONTROL PROCEDURETO INSURETHAT ALL DISCS ARE RETRIEVED, IHI IHI THAT OPENINGS IN PIPING'ARE SMOOTH, THATSLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THATTHE INTERNAL DIAMETERS OF PIPING ARE NOTPENERATED? YES NO ImhW NAMEPLATE PROVIDED I I YES I NO ^IF NO, EXPLAIN DATE LEFT IN SERVICE WITH ALL CONTROL VALVES (OPEN: REMARKS / 2 4� J .,. �a• - l A certificate shall be filled out and signed by both representatives Copies shall be prepared for�agproving authorities, owners and contractors It is understood that authority having jurisdiction.'signature in no way prejudices any claim against contractor for fauly material, poor workmanship, or failure to comply with approving authority's requirements .orlocall_ordinances. w ORA THO IN HAVING JU�D�IC 10 JA) - 1.s\ TIDE 11., � D(0)1Y,�iS TESTS . FO PRI LER ON R! R (SIGNED) ('` DATE WITNESSBY ED)/ �a COMME �I LtFIRETECTION, INC. P.O. BCfiX 294, ANACORTES, WA 98221 Tuesday, September 15, 1998 03:54:38 PM To: Anacortes Planning Department j Attention: Don Measamer Fax #: 1-360-293-1938 From: Eric M. Dittrich Fax #: 360-715-9008 Voice: 360-647-0110 Fax: 1 page and a cover page. y, September 15. 1990 0. —:38 PM D -TECH, Inc. Page 1 of 1 BURGLAR & FIRE ALARM SYSTEMS & SERVICES AIN P.O. SOX 30887, BELLINGHAM, WA 98228.2287 360.647-0110 a 800.366.1005 • FAX 360-715.9008 September 15, 1998 Don Measamer Anacortes Building Department P.O. Bax 547 Anacortes, WA 98221 RE; lake Erie Trucking Don; This is to inform you that D -Tech has been contracted by Commercial Fire Protection to provide the fire alarm controlkommunicator for this project to conform to the requirements of the Anacortes Building Department. You may expect that the submittals are forthcoming. If you have any questions don't hesitate to call. Yours truly, fA� & 44.1, - Eric M. Dittrich cc. Commercial Fire Protection r MTCMaterials Testing & Consulting, hie. Report #F 2815 FIELD REPORT Materials Testing & Consulting, Inc. FILE NO.: "A" Misc. 1687 Old Highway 99 S. DATE: October 08, 1998 Mount Vernon, WA 98273 Phone: (360) 428-0900 CLIENT: Alan N. Perkes Construction Fax: (360) 428-6082 PROJECT: Bolting Inspection ADDRESS: 502 - 34"' Street CITY: Anacortes CLIENT: Alan N. Parkes ADDRESS: Construction & Development 15358 Sunset Lane Mount Vernon, WA 98273 Inspected A-325 x %" bolts for tightening using MTC torque wrench ID #1108 (calibration date 9/21/98). Random check of bolts tested at 300 psi and visually inspected. All bolts were accepted per UBC code. Inspected By: James C. Lucerne, WABO Certified Inspector Reviewed By: Niall P. Hackett, Technical Director DISTRIBUTION: ORIGINAL: Alan N. Perkes Construction & Dev lopment COPIES: City of Anacortes, Don MeasmerT ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN 1687 Old Hwy 99 South • Mt. Vernon, WA 98273 • (360) 428-0900, FAX 428-6082 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647-6061 October 22, 1998 RNRCORTE5 PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, UIR 98441 1 (360) 293-1901 - FAX (360) 293-1938 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL Alan Perkes Construction and Development 15358 Sunset Lane Mt. Vernon, WA 98273 RE: San Juan Composites LLC 502 3401 Street Dear Mr. Perkes, The following letter shall stand as a temporary certificate of occupancy for a period of 30 days, at which all corrections shall be completed and a permanent certificate of occupancy will be issued. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner DM:md 1 1 044 10 0 Al c RSV October 22, 1998 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, ANACORTES, WA 982£1 1 (360) 293-1901 - FAX (360) 293-1936 IAN MUNCIE, DIRECTOR EDWIN FRANK, BUILDINIO OFFICIAL 0 Alan Perkes Construction and Development 15358 Sunset Lane Mt. Vernon, WA 98273 RE: San Juan Composites LLC 502 3416 Street Dear Mr. Perkes, The following letter shall stand as a temporary certificate of occupancy for a period of 30 days, at which all corrections shall be completed and a permanent certificate of occupancy will be issued. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner DM:md ��t� 1L'OR��V December 6, 1999 Bill Wooding 251 Rosario Road Anacortes, WA 98221 RE: 502 34a' Street BLD98-0366 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, RNRCORTES, UIR 98441 (360) 293-1901 - fRX (360) 493-1938 IRN MUNCE, DIRECTOR EDWIN FRRNK, BUILDING OffICIRL • efronkl @gte.net 6�`al 5 pH COPY In reviewing our files we have found that the above-mentioned permit has expired and there are items remaining on the correction report dated 10-21-98, and fire department report, which is attached. 1 Complete all parking lot striping, barrier free parking signage and striping. Drop sprinkler head in corridor. Remove storage on top shelf in storeroom. No storage within 18 inches of sprinkler head. Provide bollards for protection of fire department connection. Remove storage vehicle form building to compound. C)`L Add signage at exit doors stating "This Door Must Remain Unlocked During Business C)((__7 CJc� 4 Hours". ,4 Provide lever action door handles at restroom, hallway and break room doors. C) \C) OV\ -Q Complete ventilation system as required. A mechanical permit has been issued MEC98- 00085. However, an inspection of the installation and equipment has not been conducted. Complete the bathroom exhaust fan ducting to the exterior. () (L obv% t Permit No. COM98-00224 for the boiler installation has not been completed. A final CD L_ 0 avLy inspection is required. We are unable to locate a permit for the fire alarm system nor has an inspection been completed for the fire alarm system. Please contact me at 293-1901 as soon as possible to arrange the final inspection. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner CC. Dan Harju San Juan Composites Randy McCurdy 502 3e Street Anacortes, WA 98221 ALAN N. PERKES, C,ONS7WVcaxON &J)EV.6 ,oPA,-..a .N �.;"TK let. k°uP'f'•."$ '' Ph: 360-428-0255 Fax: 360-428-0255 Mobile 360-507-2606 15J58 �'ta.a✓t1i.t.a �, �Nra: var,-r,a. t°'csa.,7g+cr sA'[9J -``BIW r"J,� Randy S. McCurdy 502 34th Street Anacortes WA 98221 Ph (360) 209-31790 Fax (360) 299-2747 campawft rl.c AWA 9=1 USA to r rwmmmw ?g-3- , 3 ae ®UIM ❑X+iAW 0 FAX COQ SHEET Mwmfi�f�ku YWrWY�' J Firm RANW I aur R ANACCR WA ®� ❑ Plm�ew�7iw Q"Fa.,�Lma. mumv ca/ �a�u 1'( rCv 1y.01r rJf �!^L• �—^f.�"ur- Cfi�r�(.�.L" 4 �'�+nA %S Mri�r. Rd.M Rd TO in 'SOJKOD NVIIf NNS LVLZ 66Z 00C XUd ZZ:TT 96/VZ/60 o Iyyt UNIFORM{ FIRE 0009 � � APPENDIX 11-11 FIGURE A-II-E-1—(Continued) HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION PART A—GENERAL INFORMATION L4G j2," -,,3779j 1 Rewtness Nnmr ��A ynn rnrl�+{1s Phrme• Addrees: �n 9 9.rsQ S f•- er to Lc Y/A 9 9i 9 I Z rc sma ttespottsiblc for the Busimas: Name Inde Phone DoAwld i5ldrAnti li r. ae9-3790 J, Emmyc,rey r%anteew, 61 Name Tide Rome Weds Number Number �.t , � spa-rrre agv-naso Mr� �t7-2198 25r'r-37`T�% 4, Person Reapoe mtbk for the ApplicatibgfPrincipal Content Name Tide Phone ©net. 19 [4.I bre !r M. el J19°1 3740 5, Property Owner, Name �Aiddress Phone Hill i 'a n + lt? Aa.Ser+l1 rd- .79qxDa 6.Pr1m;fpa1Budmas Acdvtry: Be4 " CaKdr xhilw. 7. Number ofEmPloyees: & 8. Number of Shift= I 9. Hours of Operation: 7!De Am- 3;44,T Pwt. 10. SIC Cade:__ 11, Duna Bard B.edaaeat Nuwhe.. 12. Declaration I ardy that the iefeemTD p above d ea the following Parts is Iruc and correct Ib the C6Y y swature: Date: P Print Name H Wc: . etn6t t (Mru be sigted by ownodoperaturor designated ) PART B—CENERAL FACILITY DESCRIPTIONISITE PLAN (Use gdid formal below.) Special lend uses within 1 mile (1.609 Wa): PART C—FACILITY MAP (Use grld fontiat below.) _JA 111 11; 10 jr j F 10 IM I I I J I K I L, 11A [N L_ a a a a e i S 5 e % a Sid LEA_Y5. e o Ip ib to n 18 19 to to to 76 1'a 75- 17 ter -jA101CIDIIFI6IMII I.1IK LIM N E awrauio.r am .omrw an laA�_6 SECTION II: HAZARDOUS MATERIALS INVENTORY STATEMENT PART A—DECLARATION BUNJUM redone SM n G.-e.N Aae+%e5 LLC !. Address: h09 34±k A4, Anurer•le+ M/6 - G 4'1 a -I I. Declaration: Under penalty of pequry, I dedaro the afenve and subsequent information, provided as part of the he - erdoes materials inventory Statement, is nue and oarrec6 Sipamle• Date slaw Print Name: peneti{, nL,al+ Title: CMUa.ti,� MP,w+bv,_ ((Must ho signed by owner/operator of desismak repreacntative) PART 8—HAZARDOUS MATERIALS INVENTORY STATEMENT nl Ri w I al lel eeklq now II CHEWCAL OUANT YUM CIJNA TRADE NAM CONCIN1�PM N ae KQ. MSTRACr A STAITCEE Opt MT IUlk, (A on M I QW U1r PANS B(TOrylM[.E `W� ANNUAL UNtrs SI " TEmPPjo- aLA4 THNn NGU WASTE A -T R 4e, -&o G _ , . Ackgwe lOsx G7 -9H / 4 S rd4 fL+ 6 2: G Sfxad- 4tYrrae leo% los-errs L --- 5- . GA JO G ZC GPIaOr-1 S+ .r Meear 10-42;4 L 5.5 E.A s cryo s, - L w IZa :e91,t.11 Ale yl- e{hrh /� A,A 10 Nl4•/i 1-287 9o�j ISOMOD Nwnr NVS LtLZ 669 09C XYd M TT 86/tZ/60 APPENDIX 11-1: / 111W UNIFORM FINE CODE 1-M COQ FIGURE A-II-E-1—(donflnued) SECTION 111: SEPARATION, SECONDARY CONTAINMENT AND MONITORING PART A—ABOVEGROUND STORAGE AREAS Storage Area ldentlficatiun(as drown on facility map): Ghew,r.,..1 5i'o rta 'lYt+�(yjl�/a wnh.bp 5i.>.�ba lnnkr�- 1_ Stanrgeypc OEipitlal Canpmeta J Safety Cans ieaSa IvlP8ry --Z7-Sj-�Ilon g2 L) Hulk Tank _ ✓ Ouutido Boatels Dr msa or Storage Shed Rcmriaad Omer. i $Wrage lAealio '' Y Inside building Outside Building Secured 3_ Separation: All Materials One-hour Separation by _ Maw 28 Peet (6096 mm) �� App Cabinets 4_ Semodary Contitimeat: Approved Cabinet Secondary Drumm t/ r,.y _ y Harmed, cnaL d Moor Tootled Tank Double-wall Tank Other 5. Monimrin� / visual Conlmnore _ O,her. AaaeanpmBalua It mummy b. Monitoring Frgyuerneyla DD alkekt Y �_ Other: se± »ilc-iea j p 11'v ?::— Safafi/ ffeu/+6 z:,s.^rc.ne« c�K Ilsds SECTION III: SEPARATION, CONTAINMENT AND MONITORING PART B—UNDERGROUND SINGLE-WALLTANKS AND PEMG Tank Area Identificatean (as shown an heilty map): 1. _ badcMI vapor Well&— Mrd d and Manufacturer. Continuous or MonthlyTesdne'-- 2 Groundwater Monitoring, Wells 3. Monthly Precision Tank Test IV a, _ piping— /�r- Manitoring Method - Frequency: DOUBLE -WAIL TAM AND PH924G Tank Arca fdendfication (as shown ms facility, map): 1. Method of monitoring the annular space: 2 Frequency: _ Continuous Daily Wwldy _ Omer. 8. l:d rM type of seaondory niaimmcnt For pipinp:(! l C War the method aF aitoring isle secondary containment For pipinot 5. Are them mFusible materials within the same vault? Yes No If yes, how is sepamle secondary containment provided? N1[ yeu have continuous monitoring equipment, you shall maintain mpies oFail Service and maiaremaa rk. Such mporta shall be made available for review on she, and shall be submitted to the foe prevention burcau upon request. Allach additional shccls as necessary 'SOdi10J NWllr NWS LVLZ 66Z 09C XVd ZZ:TT 96-VZ'60 J evo, Vrvtt Vnm rum 4VVG \ � r+rronven ehL SECTION IV: WASTE DISPOSAL mischarge to the Sanitary ✓ Prctrattncnb— Sewer—wastes: }j 1 rtdn Wastes: L/Sad A .deane (lam .)--W iy 0,A1;6 vetbl) ✓ Uccawd WMtc I Iffla, _�/ Ilccycl, wastes: _Seltr��%' Wastes: Gnr.1(Zy-:rd� a`aule/ Fn eel S+u EC r,Lft*s) Need A Other-- Deacnbe Method: wastes: Nn Waxla SECTION V: RECORD KEEPING Description of our inspection program: We will use the attached sample forms in our inspection V10jamm. We will not use the sample forms. We have auaehed a copy of our own Porins. SECTION VI: EMERGENCY -RESPONSE PLAN ]. In the cvrmt of an cmcr6cv.cydes frvllawid6 shell he nodfird A. On-site Responders: Name Title Phone AaAdrM'EGUr,ly Mel. ntw i.re,NA.(r1 '?Go-ago-37gm e .r_eewu�li Mr, Ner3o-e- ivv- 37"16 B. Method of Notifiratiou to Responder. Automatic Alamo ✓ Phone _ V Manual Alarm y- Verbal Other C. Ageuey Phone iNumbea Fire Department: q If State 016a of Emergency: wrvloea: other: Nam"al 14asArae eewkelVi4it Ghe.u.?,.l A c.7 9V dR. 2, Daaisdawd Weal Emergency Medical Facility: Name Address Phone (24 hours) tau- au*1rs4 9.99- 1300 _ 3. Mitigation Equipment: Anerevrky w•A. A. Moniloringl)"iees: Toxic or flammable gas detection vivid detection Other. R, Spill Cootainment: ✓ Abwtbante C SPdl Cdntmland Treatment[ Vapor Scrubber %4 Pumps/vacuums NeuVelger Other. -Mechanical Ventilation Secondary Containment Other. V0 pl 'SOd110o NY11t NYS LfiLZ 66Z 09£ %Yd ZZ;TT 96/6Z%60 +�rrs:na+w a-r 1997 UNIFORM FIRE CODE \ / 4. Evacuation: Immediate arca evaceatioo routes posted P.6dre budding evacuation promdum developed Assembly areas patplaened nvamation maps posted. other. S. Soppl6mcota1 bill 11 anab[ialx emegency rcspdpse phut on site. fuatiow Cay T'I.r}� fi.w G(vck •1 Rosp�vbh Pclaon: •4G �PJf^M Phone: 3Ga- asr9- ?7o,'5 SECTION VII: EMERGENCY-RESPONSE TRAINING PLAN 1. Pelson resp6ee+ble fur d1a oma�eoq .aopvosa tnlieee6 plan: Name 7106 Phone Iain a.iy lUJfi..L14 offk_ 1,7 rl�'l-3770 2. Tnining RegawSa eats: A. Am smp oyccs waked In dte fu0vwing as mdinnxL v! Piottdwes for inWad alar Ao i5auon Procedmcv fornn4{7ptlon of ermnal em mene9-respoase organixadm ✓ f amdon sad adient of the anugetwyaesponse Plan S. (3emical handles in I,' in the following as hmdhateda ✓ t3afc sardud t fm handRmg and stomp of bsnrdous materials V7— Proper use of personal protective equipment locations mod proper use of fin. add spillavntml apilenom Z Specific hazards of each chemical in which they may be exposed C. I— –ern. r, .wa ...e. teem motnben arc trained in the foR6wmg: _' P.omdum for shammvn of operations ✓ ProbcdownforudWmaintainingandreplacingfmdrTityemergencyandmonitoriagequipman 3. Tho fdRowirtg rem ace maintained for all employees VicDeculgtim that a type =nt o i by the employee Deeerlption of the type eed amount of iehedueeory aad.not:uutug 1.aimiag f (\ Doo mtcmatiom on and dwmiption of emeWncyrcspoose drills cvtttldcted at the facility 4. Amos amprcheosive and doaficd emergency-nespome trainingplan is mmtamed on site. Ltmtiore Sn Aceegw4 Pre j,u:io.a Pro9fu+n brook 6v iK+e_ fig c/nr.k. Rnponsebh Peesom fE---Jr ./LI'— Phoma Z na •- -�;La o- A,7 90. I-= 20z 'SOdlioo Kyar NPS LVLZ 669 09C Xdd 99:TT 96/6Z/60 PA 11 C-FACILI"AP (Use grid format below.) __JAIE1°1°1E IFIGI"I' 1 2 3 4 $ CHENNCAJKEY (�^ 5 6 y A s p7 � V � 10 = r 1 ; 12 3 `1 14 15 16 1 -T---- 17 �A IE IC I D E I F IG I M I I IJIKILIMIN 1 2 ® 3 4 � mw� • �~ 8 1 m •�.• 10 QD 11 12 13 14 +- 15 16 17 IJ IK L IM IN h om SAN JUAN COMPOSITES 8/25198 an 502 34 TH STREET ANACORTES , ''' E ' 0p OHEMt®ALKEY A ACETONE IO (%A S S7YRENEMONOMER IC (6)GA 90 In CGELCOAT Wr rRr%nA •SOdKO3 NVIIP NVS D POLVCGTER R ,-W IC (SW GA EHYDRE%RESIN IC WO)GA F CATALIST 111 OPGAIdIC Pt1GbYlAF (M QA AH 66Z Ogg ga ZZ -TT 96,19 '60 W PART C -FACILITY MAP (Use grid format below.) .�JAIBIC I1)IEIFIGIHI, 1 STORAGETAR4 I, IK I` IM IN I.._ 1 PW L, AomdtfA' y M f,41f A91tlL, A ml, 4 8 \ \ IfT 5 \� CHEMICAL KEY CHEMICAL 'STORAGE TRAILER AIRiCIOIE) F 7 �. 9 - VACANT LOTS 10 F R P BOAT B%HLDCR I 11 T 12 � -� I... f. 14 15 16 1U TH VAEET ----�AIBICIaIF.IFI(3IHI1 IJ IK LIMIN DATE SAN JUAN COMPOSITES 2 3 4 5 6 7 9 10 11 2 13 14 8125/98 ADDWM ciff 502 34 TH STREET ANACORTES MCW Loin 'SOdWoD Nvar NVS LVLZ 66Z 09C YVd ZZ:TT 96i6Z,60 Safety and Health Inspecti®n Check List SAN JUAN CONWOSUES LLC bate this format is intended only as a reminder to look for unsafe practices, accidents, potennai and/or near -miss accidents, and then report them to the Safety Committee. (S) in0cates satisfactory (U) indicates unsatisfactory Dace of inspection / walk around Machinery Point ad ape=m wwd Bets, poloys, sn dWbf am Cow& demi g and 4 -ft Msismwae and od lets Ptemm egpiPdl W Ak Reiadreas and CvmpMssa flee gaidm wdhm Umde pnwficea Ewwd aaPuwafv4wft hopnowlifft SMdws in &wp m=mws $--rvr xeMMM eut® or m dais kgxWaoftofsi•hm Remwitg=wbbearadwpu & WnAMemdv nLVmu ed Lode wMwMgm ewaxas m eeetim First aid 902 'SOMD Nvaf NVS LtLZ 66Z 09£ XVd ZZ -TT 96/fZJ60 Yards and parking lots Bul"n boards Only safety and health MAtorials poster) Nast and attractive Daplay regularly changed we0-plummeted 60Z 'SOJNOD NYRP NYS Lf LZ 66Z 099 XM ZZ:ii 96/tg 60 (date of inspection / walk around Tools Power tools, wiring, and grounding Hand tools (condition) Use and storage of tools Personal Protective Equipment Goggles or tate shield Gloves Respirators or dust masks Protective clothing Fire protection Extinguishing equipment Standpipes, hoses, sprinkler heads, valves Exits, stairs, and signs Storage or flammable materials Material handling equipment Ladders and scaffolds Paver trucks, hand trucks Crones and hoists Cables, ropes, chains, slings Housekeeping Aisles, stairs, and floors Storage and piling of material Wash and locker rooms light and ventilation pisposal of waste -- OTZ . SOJKO NVilt NVS L%z doz 09C %Vd z9:1I so/fz 60 n 09/24/98 11:22 FAX 300 299 2747 SAN JUAN COMPOS. all void/ M -!®p wN ooWIReg VMMMDS .;,,1ayMH Plm�+®WI! P® momfm Ry NW&WP tpgm Ad swI tP&wzzzm a a9WIP14 �3 AN ACOR GS / PROPERTY LINE POST �EMUDED CURB NEW EDGE d !\ AND SWALE ASPHALT TO EAST A// FA T NEW SWALE TO ST Y 9 - 190.9. ' / 43, - mDUMPSTER LOCATION cam SIWXW 5Z MM A v --- ADD1170ML PARKING AREA = 23,285 SF (53 ACRES) SWALE TO NORTHCURVE NUMBER FOR GRAVEL SURFACE = 94 AND EAST USE 10OX IMPERVIOUS OR .53 ACRES CURVE NUMBER FOR PAVED SURFACE = 98 EBISTING BUIDING ANEW EDGE OF ;% FLOOR ELEV.= 1 BLDG ASPHALT j PAVEMENT SECTION 2' ASPHALT 2' CRUSHED SURFACING 6' P/TRUN WHERE IXISRNG 845E /S SUBSTANDARD \ k, J / \ .--- \--NEW SWALE 70 F-4 �,SrART SWALE TO SOUTH j 6 TYP 9' % T3 IX/Sf. SLOPE = 5.78% 2 w own ASP ALDT E OF 3 28 /CULV. INLET 67' \ ELEV.= 127.15' as �IX/571NG STAND 1 0 2 �t�+ PI PIPE x� GATE W�, SEC77ON B -B G47E OZ71W � \ 30' RD-ASEC AT ENTRY 30, NWSFORMER REMOVABLE FENCE — SEC77ON A -A / i E3 PROPERTY•�INE �, RD-XSLG, AT sigEwALK . . - Pow IXISRNG .` /-5018' NEW ASPHALT ASPHALT _ POLE WATER SEE PRORLE — _ _ _ 1GHT OF WAY LINE MEIER - - 12:1 S/DEXALK 7PANS777ON \ I I -t NEW 5' SIDEWALK .OPE = J.9%' REMOVE EXIST 12-•1 SIDEWALK TRANSITION CURB/GUTTER I _ 823.99 ('T' TO AIP MON) 24' IO EXIST. DW CUT - '—EDGE OF IX/SRNG ASPWU.T 783.99 ('T' TO 'V') 24' \ 5AW CUT DRECTED _ _ _L34TH STREETBy - _ 6'\8'. A.C. .W — . — . — . — . — wi e'AC MMZ — — — —j o WM'o' EXIST SS SIDE_ .. ._ .. -- .. — . IX/ST SSMH-' RIM ELEV= 109.57' INV. ELEV= 106.17' I \ CITY OF AN AClpc TES I I I I I /-FOUND FOUND _ ! RE54R PC RE84R / 10' POWER LINE ANDREW'S I - -OPL�"�� I FDONDELECTRIC t;� .. .. .. .. .. . rREEAR PC �5 SO CB 71PE1 SO CS TTP£1 )- - � �R/M ELEV= 1 7.5' T� F VA £D cRA, RIM E2EY.- 117.5 0mc NEW ASPHALT OR INV. ELEV.= 11 .50' CONC. RAMP (12.•1) 133 LF 12' CPO SO SLOPE = 3.5% 11,181 NEW ASPHALT . — 1 r EDGE OF EXISTING ASPHALT EXS2 VAuiT ` ST.. 72' SAW CUT EDGE AS DIRECTED _ _ _ _ pw SD BY THE C17Y ENGINEER. 5 Lf 12. CPEP SD eEX /ST- C@ WV SOLID LID RIM = 11 Z9B' 0 wINV 0 EAST = 115 15 -4-1T 1 �Po SD�gY 2/• j- — PL — X46 FH WV