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Permit File 402 34th Street
Y City of Anacortes Invoice/Permit#: BLD-2018-0198 904 6th Street P.O.Box 547 Applied date: 04/06/2018 ram, Anacortes, WA 98221-0547 Issue date: 04/06/2018 =;., 4,!"A (360) 293-1901 Expire date: 10/03/2019 Job Address: 402 34TH ST Permit Type: Fire Alarm Permit ANACORTES WA 98221-3481 Project: APN: Remarks: Install cellular communicator to existing fire panel. Owner: JAMES BETT ENTERPRISES Contractor: BAY ALARM COMPANY Address: 502 34TH ST Address: 8115 BROADWAY STE 101 ANACORTES WA 98221-3476 EVERETT WA 98203-6871 Phone: (360)299-2311 Phone: (425) 595-3452 License#: BAYALAC876KF General Information: Fees: Building Valuation 337 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 � —i -13ro •i3 rn ry < 17. O 0) A. C) '--J rt n r+ ►= 1 I 0 CD OD CD } r• I.} I CIJ 0) A. p.• ri - CD x- CD a I- -,r .r: : '•3 I r— 3 E r ro ,.. r:i 7 I [:• 0 :L• 01 r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA1'S cR [F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMME1N`CEOZ r 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PF OVIS(Olg OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,:: HE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER: TA-r.d LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. !a :a •: , ram` IGNATURE OF OWNER OR AUTHORIZED AGENT D BY = '' Fyrrce, Groc From: Kennedy,Jack Sent: Friday, April 06, 2018 11:32 AM To: 'Long, Steven'; Fyrrce, Groc Subject: RE: Fire Alarm Permit Groc, This permit can be issued. A final inspection of the system is required upon installation. Thank you, Jack Kennedy Assi.st.ant. Chief/Fire Marshal Anacort,es Fire Department 360-293-1932 Office 360-661-3437 Cell From: Long, Steven [mailto:Steven.Long@bayalarm.com] Sent: Friday, April 06, 2018 10:19 AM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Cc: Kennedy,Jack<jackk@cityofanacortes.org> Subject: Fire Alarm Permit Morning, We are adding a cellular communicator to the fire alarm at 402 34th St.The owner is James Betts Enterprises. I've attached a copy of the communicator spec sheets and the permit application. Let me know if you there is anything else you will need. Thanks, Steven Long Operations Supervisor Bay Alarm Company Seattle Branch 8115 Broadway Ave Everett (WA I Zip 98203 Cell: 619-677-4372 1 Fax 858-586-3899 www.bayalarm.com 1 i.111 APR 0 6 2016 ANACOLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT FIRE ALARM PERMIT APPLICATION Mailing Address: P.O. Box 547, Anacortes, W/4 98221 NOCOri,*:: Office Location: 904 6'h Street, Anacortes WA 98821 NI-c. Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO THE FIRE ALARM PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS Hi/ MODIFY EXISTING SYSTEM 0 INSTALL NEW SYSTEM /COMMERCIAL 0 RESIDENTIAL PROJECT ADDRESS (Street, Suite #): PARCEL(S) #: 6-1/6 a 3 Li PROJECT VALUATION: 4-3Y7,60 APPLICANT: Ba Phone: . 25 ‘-; Address (Street, City;State,Zip): I E-Mail Address: Pi SBrvi?cLinSft lot EVeret i4,44 PROPERTY OWNER: '37everl• /to/ o is t,&4-4 erzi Phone: Jeti-4e,-5 Be*: F,Heyp-t:15y„5- 360- Address (Street, City, State, Zip): E-Mail Address: St— AlcfrArt ) 14 e 0102 I CONTACT PERSON': < Phone: ‘---)-icve,i to „I lq 0700 175-11,., Address (Street, City, State, Zip):41E-Mai.l Address: 1.5 13P-6,12C.-4K -5-1-','te /01 E kw-eh IV, q00Z03 N5ieveee ilef e45i#1. ` CONTRACTOR:* Phone: t.c 6 200 7,3--73 Address (Street, City, StateZip): E-Mail Address terca 141‘ -514, Le (0/ Eeir, G/0-5 Contractor's License# Exp.. Date: *All Contractors & subcontractors must have a valid City of 76 ter s-73,/fet Anacortes business license prior to doing work in the City. Contact Business Lrense#: Exp. Dat : the City S Finance Department at(360) 299-1968, 6,03 .73 Is this work, associated with another project? Yes 0 No 2"/ If yes, specify,: PROPOSVD WORK: fet/7 ,e, / -i 0 I declare under penalty of perjury that the information I have provided on this form/application is'true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: ye Z-6,11 Owner 0 Agent Erfspecify): 6rri'ttfc.-for- Signature: Date: qd,7 ,71?-42i5 Page 1 of 2 • • 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. Each of the CellComSL models provide four are more likely to rely on you. zones for connection to burglary control 111106AID . . panel outputs. Zone 4 is intended for a a ni connection to the control panel belt output. • " - •—• Dimensions: 5.5- Wx3.75" Hx1" D California State Fire Marshal (CSFM) Color: Red ANSI/UL 864 Fire Protective Signaling Systems Open-Collector Outputs: 2 Zones: 4 Cellular Primary Power: Nominal 12 VDC or 24 VDC FCC Part 15: MIVCNN0301 Current Draw at 12 VDC: Standby 55 mA Alarm 102 mA(Cellular Communication) Current Draw at 24 VDC: .— Standby 28 mA ui Alarm 49 mA (Cellular Communication) 0 emai CYI " MEI IMO MEI —'13 REM .15r) raise 1=19 .... o — c 111•1111 ISM MOW -...••••• •••••••••••`‘ • . _ I - •-• • • 2500 North Partnership Boulevard ' '800 641 4282 dmp corn Springfield Missouri 658038877 Designed, Engineered & Manufactured . - in Springfield, Missouri Using U.S. & Global Components - . - COMPLIANCE LISTING GUIDE APR 06 2018 1 ' j ,"9i'yO ANACe ,-r-E CELLCOMSLCFTM SERIES UNIVERSAL ALARM COMMUNICATOR Table of Contents Before You Begin 2 Programming Requirements 2 1.1 System Programming Option Requirements 2 Applications 2 2.1 CID Dialer Connection 2 Compliance 3 CelfComSLCF Series Commercial Fire Slave Communicator Installation ANSI/UL 864 3 3.1 Fire Protective Signaling Systems using 3 Internet/Intranet/Cell Networks 3 Path 1 Type CELL Primary with no Backup 3 3.2 Model 685-R Back Box Installation 3 3.3 CellComSLCF Series for FACP Communication Fail Output 3 Specifications 4 Certifications 4 _, s <: " ktr s Myx :-. . r,,r , +'fig Before You Begin This guide provides compliance information for the CellComSLCF Series Universal Alarm Communicator. After this introduction, the remaining sections describe the functions along with the available options. Before starting, we recommend that you read through the contents of this guide. The information contained here allows you to quickly learn the operation, functionality, and programming options of the communicator to meet specific applications. This guide covers all the requirements for the CellComSLCF Series. Programming Requirements 1.1 System Programming Option Requirements Notice to users, installers, authorities that have jurisdiction, and other involved parties: This product incorporates field-programmable software. In order for the product to comply with the requirements of a certificated installation, certain programming features or options must be limited to specific values or not used at all as indicated below. Program feature or option Standard Permitted? Possible settings Settings permitted System Reports, RESTORAL ANSI/UL 864 Y NO, YES, DISARM YES, DISARM Communication, CHECKIN ANSIJUL 864 Y 3-250 3-58 MINUTES Output Options, COMM FAIL OUT ANSI/UL 864 Y 0, 1, 2 1, 2 Applications 2.1 CID Dialer Connection Directly connect the tip and ring from the control panel to the CellComSLCF Series to capture Contact ID messages that are based on the SIA communication standard DC-05-1999.09-DCS. See Figure 1. These messages are then formatted into a Serial 3 message and sent to a DMP Model SCS-1R or SCS-VR Receiver. Note: CID Dialer Connection cannot be used when using Zone 4 Bell Connection. Do not connect telephone company wires to the CellComSLCF Series. Remove any connected telephone company wires from the control panel. r. R ' 00 00 00 00 00 00 1 ``,„,, 1 me" ri o :-, a ,.. , m o^ ; f O n n Control Panel �"' 0 0 The panel or separate power -✓ Use 18-22 AWG for a 71 supply must be 12 Volt Regulated 1. and Power Limited. Power Supply connection 12VDC Aux.Output el + v z Ground Sr BELL+01 BELL- BI Telephone — Jack Connector I— Figure 1: CellComSLCF Series Wiring Diagram for Tip and Ring Connection Digital Monitoring Products CellComSLCF Series Universal Alarm Communicator Compliance Listing Guide 2 Compliance CellComSLCF Series Commercial Fire Slave Communicator Installation ANSI/UL 864 # 6 Screws Included ________T 3.1 Fire Protective Signaling Systems using with Backbox Internet/Intranet/Cell Networks A Performance Based Technologies system as defined in UL 864 �. J T 10th Edition may be configured as CELL Primary with or withoutT a backup path. The system may be configured as the following: I ,-,--- ; ,. , (Gal Pk Rath 1 Type CELL Primary with no Backup R ,.,, _„ Path 1 Programming I I „,, ati g g �`'�I - � j Comm Type = CELL Checkin Min = 58 r �� Path Type = Primary Failtime Min = 60 , ; I trill , Test Rpt = No * Gherkin = Yes For Future Use 3.2 Model 685-R Back Box Installation For Commercial Fire applications using the CellComSLCF Series and the included red plastic Model 685-R Back Box, mount the Figure 2: Mounting CellCom to Model 685 Back Box to the wall with the 1" #6 screws included with the Back Box CellComSLCF Series. Mount the CellComSLCF Series to the Back Box with the 1/2" #6 screws included with the Back Box. See Figure 2. Locate the CellComSLCF Series within 20 feet of the control panel and route all wire in conduit. 3.3 CellComSLCF Series for FACP Communication Fail Output n 7,fire ft 17:7' ,r7i r frl (''''''c— )iti. j ir ,, it �: � APR06208 s , J19 St �� " OF AC"YA�..°C 'I,:i.:...,- 0 RESET 52 \ ©LOAD / ❑ CellComSLCF Series or nz' PROG I �JB 1(�)�� wprgcl211221 lc 2 4{0t0]Tlr. e.T:- I s3 J9 �0 OIr1O Q OI OI@ O Q OIL I I O rod �j a'.z 7t ,r�c DDDp.. ..n u 7 rt NOSE: Communication Fail Vr For 24L appllo0ons using the i Output 1 must be programmed CellComSLCF Sears,concoct a keypad using as a Comm Fall output;n a Model 330-244es1re programming Output Options. homes Obi erIna resitcr. ----- Must be Irutpged nt corsdrit from the fire panel to the 65SR conduit ban and located situ b 20 feet. , Main Fire Alarm y Control Panel(FACP) it l .. 12/7.410C Cue CvywY r Ground t '. . nci W. Csre mtmumb Communication Fail - " - - { uenb,.,t�r.x Program FACP Tone lMput to ---s. FACP Zone Input(,s I ._--- indicate '' a communication troaMe - locolty. \,~-FACP ZOn`Ihdut Figure 3: CellComSLCF Series Wiring Diagram for FACP CellComSLCF Series Universal Alarm Communicator Compliance Listing Guide Digital Monitoring Products 3 FCC NOTICE This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to part 15 of the FCC Rules. These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception, which can be determined by turning the equipment off and on, the user is encouraged to try to correct the interference by one or more of the following measures: • Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. • Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. • Consult the dealer or an experienced radio/TV technician for help. Changes or modifications not expressly approved by the party responsible for compliance could void the user's authority to operate the equipment. If necessary, the installer should consult the dealer or an experienced radio/television technician for additional suggestions. The installer may find the following booklet, prepared by the Federal Communications Commission, helpful: "How to identify and Resolve Radio-TV Interference Problems." This booklet is available from the U.S. .Government Printing Office, Washington D.C. 20402 Stock No. 004-000-00345-4 information furnished by DMP is believed to be accurate and reliable. This information is subject to change without notice. The antenna(s) used for this transmitter must be installed to provide a separation distance of at least 20 cm from all persons. THIS DEVICE COMPLIES WITH PART 15 OF THE FCC RULES. OPERATION iS SUBJECT TO THE FOLLOWING TWO CONDITIONS: (1) THIS DEVICE MAY NOT CAUSE HARMFUL INTERFERENCE, AND (2) THIS DEVICE MUST ACCEPT ANY INTERFERENCE RECEIVED, INCLUDING INTERFERENCE THAT MAY CAUSE UNDESIRED OPERATION.industry Canada This device complies with Industry Canada license-exempt RSS standard(s). Operation is subject to the following two conditions: (1) this device may not cause interference, and (2) this device must accept any interference, including interference that may cause undesired operation of the device. Le present appareil est conforme aux CNR d'Industrie Canada applicables aux appareils radio exempts de licence. L'exploitation est autorisee aux deux conditions suivantes : (1) l'appareil ne dolt pas produire de brouillage, et (2) l'utilisateur de l'appareil dolt accepter tout brouillage radioelectrique subi, meme si le brouillage est susceptible d'en compromettre le fonctionnement. Iur Caution Notes Throughout this guide you wilt see caution notes containing information you need to know when installing the communicator. These cautions are indicated with a yield sign. Whenever you see a caution note, make sure you completely read and understand its information.Failing to follow the caution note can cause damage to the equipment or improper operation of one or more components in the system. Specifications Certifications Primary Power Nominal 12VDC or 24VDC . California State Fire Marshal (CSFM) Current Draw at 12VDC Cellular Standby 56 mA FCC Part 15: MIVCNN0301 N• Alarm 102 mA(Peak Cellular Communication) FCC Part 15 ID: CCKPC0163 Current Draw at 24VDC: Ic: 5251A-PC0163a. Standby 30 mA CellComSLCF Series OA Alarm 80 mA(Peak Cellular Communication) LAFD Fire Prevention and Public Safety Bureau New York City (FDNY COA# 6238) .. Underwriters Laboratory (UL) Listed _ • ANSI/UL 864 Fire Protective Signaling Systems o cp 11111111b, 800-641-4282 INTRUSION • FIRE • ACCESS • NETWORKSo www.dmp.com 2500 North Partnership BoulevardeV Designed, Engineered and Springfield, Missouri 65803-8877 — Assembled in U.S.A. r. r A (fCommercial IIIMII Fire Protection i INC. Contractor's Material&Test Certificate for Aboveground Piping A PROCEDURE Upon completion of work,inspection and tebt$shall be made by the gontractor's representative and witnessed by authbnty having jurisdiction All defects shall be corrected and system left in service before contractor's personnel finally leave the/job PROPERTY NAME (DATE SAN JUAN.rcQPP OSI�T ' , /I 2 O PROPERTY ADDRESS • - O2 3JLTILST ' i SYSTEM NO. AREA PROTECTED . SYSTEM ACCEPTED BY,APPROVING AUTHOF4ITL'(S)NAMES 1 ADDRESS PLANS INSTALLATION EQUIPMENT IF NO,EXPLAIN DEVIATIONS " CONFORMS TO USED IS �I ACCEPTED PLANS �ES n NO APPROVED I"YES INO m HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN' — RIVEN TO IF NO,EXPLAIN z INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND YES .. g CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? —NO GIVEN BY X co IF YES,GIVE NAME cc• HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND O1 MAINTENANCE CHARTS AND NFPA 25 BEEN LEFT ON PREMISES? YES ? IF NO,EXPLAIN NO MAKE MODEL YR OF MANUF ORIFICE SIZE ) QUANTITY TEMP RATING w CNT 11PR MIS ILO 231 2001 3/4 230 286 J Z E a on PIPE AND PIPE CONFORMS TO Awn,/ STANDARD ES' NO .IF NO,EXPLAIN FITTINGS FITTINGS CONFORM TO A9TM STANDARD ail'ES NO W. ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE >oa TYPE MAKE MODEL MINUTES SECONDS 5 Li-U ¢Oz a a 1 DRY VALVE i. ki.. ()OD i MAKE MODEL SERIAL NO MAKE MODEL SERIAL NO rn ur- nz TIME TO TRIP WATER PRESSURE AIR PRESSURE TRIP POINT-AIR PRESSURE TIME WATER REACHED 'ALARM OPERATED PROPERLY THRU EST PIPE TEST OUTLET ow WITHOUT DOD Sec, 90 3y 30 Sg Yes p WIT) DOD IF NO,EXPLAIN r„ OPERATION I I PNEUMATIC ELECTRIC I I HYDRAULIC PIPING SUPERVISED I I YES I I NO 3 DETECTING MEDIA SUPERVISED I YES I 11)10 IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING a 'zo DOES VALVE OPERATE FROM THE MANUAL TRIP n YES 0 NO IF NO,EXPLAIN • AND/OR REMOTE CONTROL STATIONS nYES n NO a DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM' VALVE RELEASE' OPERATE RELEASE o I y YES I NO YES I NO MINUTES SECONDS 0 o FORM_ IS COMPLETED AND ATTACHED INDICATING AL TRIP TIME FOR EACH DETECTOR YES I NO IF NO,EXPLAIN HYDROSTATIC:Hydrostatic tests should be made at not less than 200 psi(13 a bars)fa two hours or 50 psi(34 bars)-bove Blau pressure excess d 150 i(102• )for two ours Differential ry-pipe valve O clappers shall be left open during test to prevent damage All visible aboveground piping leakage shall be stopped A .Ilowa•-lea -• of 1 fl oz per in valve di. 'ter per •ur for each metn eated valve P isolating a lest section is permitted I-na FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at owlet-:• as hyd and blow- s Flush • '•I less •J • 1476 Limn)fa r N4-inch pipe.880 GPM(3331 Limn)for 6-inch pipe.1560 GPM(5905 Llmin)for 8-inch pipe,2440 GPM(9235 Limn)for 10 pi•.. 352 PM(1 23 Limn Pi: al • -•'•uce HI stipulated flow rates,obtain maximum available }f�i i o PNEUMATIC:Establish 40 pa(2 7 bars)air pressure and measure drop which shall not exceed 1 1/2 psi(01 bars)in 24 ors ..t pressure tanks t -s �4 Ac ar dmeasure air pressure drop which shall not exceed 1 1/2 psi(0 1 bars)in 24 hours ,;;Iw7 t, ALL PIPING HYDROSTATICALLY TESTED AT 200 psi DRY PIPING PNEUMATICALLY TE 'ED YE`,' , C.x FOR HOURS IF NO,STATE REASON I r EQUIPMENT�ERATES PROISERLY YES NO �.,, DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE STATIC PRESSURE arrr;�':GT$.�� /� TEST RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE S Q /psi � TESTS UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFO E CONNECTION MADE Ti-.•? • R PIPIN AP VERIFIED BY COPY OF THE UNDERGROUND FORM YES —NO ,r,�,gTn g„mJ'1� rf•" FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING YES NO lough oeca°}'",i / SIGNATURE OF INDIVIDUAL AUTHORIZING CONNECTION TO UNDERGROUND X DATE/ /L2 IF OTHER.EXPLAIN BLANK NUMBER USED LOCATIONS ' NUMBER REMOVED TESTING GASKETS - WELDED PIPING YES I I NO IF YES - ' 1 DO Y COMPLIES AS HE SPRINKLER CONTRACTOR HAT WELDING PROIxvu COMPLY OTHER WITH T E EQ O9)EMENTS OF AT LEAST AWS Die 9.LEVEL AR-3e n YES �NO WELDING 2 DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DID 9.LEVEL AR39 YES NO 3 DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED. — I THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED.AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED' YES NO amswtcavTA NAMEPLATE PROVIDED YES NO IF NO,EXPLAIN bMEHAE REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN A certificate shall be tilled out and signed by both representatives Copies shall be prepared for approving authorities,owners and contractors It is understood that authority having jurisdiction signature in no way prejudices any claim against contractor for faulty material,poor workmanspip,or failure to comply with approving authority's requirements or local ordinances rE FOR AUTHORITY HAVING JURISDICTION(SIGNED) TITLE 1 DATE x TESTS FOR SP INKLER ONTRA O (SI6_ 11 /a��0� I� // DATE `n WITNESSED '�4 1 �. 7,//Jl ,v //-•29-0+ BY / YYY II, �V 1 COMMER LL IRE P TION,INC. P.O.BOX 12rnon,WA 98273 outh ndtiSti NORTHWEST MountV0n n,WA9co73-5202 ,AIR POLLUTION AUTHORITY Tel: (360) 428-1617 / Fax: (360) 4 -162Q�/ - Servingisland, Skagit and Whatconz Cot itiess\/ ADDENDUM • DETERMINATION OF NONSIGNIFICANCE (DNS) (WAC 197-11) DESCRIPTION OF PROPOSAL: The proponent submitted a notice of construction and application for approval for the installation of a paint booth in a new manufacturing area of the facility. The proponent applied to the City of Anacortes in April 2004 for a permit regarding construction of a 25,000 square-foot building to expand the boat manufacturing facility. Later developments resulted in the project including installation of the paint booth. Emissions to the atmosphere from the painting process are approximately 1 ton of volatile organic compounds per year. This DNS serves as an addendum to the determination of nonsignificance issued by the City of Anacortes' on April 28, 2004 for the construction of this facility. PROPONENT: San Juan Composites, LLC LOCATION: New facility is at 402 34th Street, Anacortes,WA LEAD AGENCY: Northwest Air Pollution Authority The lead agency has determined that this proposal does not'have a probable significant adverse impact on the environment:-An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. E7 There is no comment period for this DNS. ❑ This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by: RESPONSIBLE OFFICIAL: James Randles POSITION/TITLE: Director PHONE: (360) 428-1617 ADDRESS: Northwest Air Pollution Authority 1600 South Second Street,yMouount Vernon, WA 98273-5202 SIGNATURE: bite' / k�`"'" DATE: / 2 2 ` ❑ You m peal this determination to: James Randles at: 1600 South Second Street,Mount Vernon,WA 98273-5202 no later than: Written appeal shall give specifics and reasons for the appeal and you should be prepared to make specific factual objections. - Contact James Randles to read or ask about the procedures for SEPA appeals. E-mail:info@nwair org Websrte:http://www nwan org Printed on 100i'o post-consumer recycled paper PART ELEVEN-FORMS WAC 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS)must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal(and to reduce or avoid impacts from the proposal,if it can be done)and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant,requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully,to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations,such as zoning,shoreline, and landmark designations. Answer these questions if you can If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals,even though questions may be answered"does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions,the references in the checklist to the words "project," "applicant," and"property or site" should be read as"proposal," "proposer,"and"affected geographic area,"respectively. A. BACKGROUND 1. Name of proposed project,if applicable: &i t, 3 Patir Judd, 2. Name of applicant: Sit,-)1��yk es 4.s Ur. 3. Address and phone number f appli and contact per n: SOS 3 Si! ?•rwiSuAcJ sc 414-e.®rites, r T`/ aa/ 3to/age -3770 4. Date checklist prepared: ,,e8 „/V 5. Agency requesting checklist: W f}./>4 / 6. Proposed timing or schedule(including phasing,if applicable): C _ /0/36 o•/ 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. ,,// ECEIVEI 1 .:, O , tst Ak Pdlutk- A? ®4M 8. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? Iff^yes,//explain. '4 10. List any government approvals or permits that will be needed for your proposal,if known. /VA✓/9-7'/1- 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) kit 'Kt eta 401 sa 74-, ot, ft:1%. h„s,d, /4;4q we wW h /� �. Dvr r ert. ti,,‘ &Ail Nl dvt --gt,;(14:Yj lo mega) 4,,,,(4 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 10z <351 64 aea ri s, wn %2/ TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a General description of the site(circle onirolling,hilly,steep slopes,mountainous, other b. What is the steepest slope on the site(approximate percent slope)? /:,( 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What general types of soils are found on the site(for example,clay,sand,gravel,peat, muck)? If you bow the classification of agricultural soils,specify them and note any prime farmland. /I�A- d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. N /- e. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill. f. Could erosion occur as a result of clearing,construction,or use? If so,generally describe. N/4 g.About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? 9d h. Proposed measures to reduce of control erosi r other imp s to the earth,if any: ��� R€ o f ra �_- "l'c/ a.Air a. What types of emissions to the air would result from the proposal(i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. Mente b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. /VA— c. Proposed measures`` c1 to reduce control emissions or other impacts to air,if any. f�� Gv�s7 Mel d� acc r 7D 71 ) 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If apprroop�te,state what stream or river it flows into. / O 2)Will the project require any work over,in,or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. WO 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. /Lene 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantifies if known. /VC 5)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. de 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. WO b. Ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Give general description,purpose,and approximate quantities if known. do 2)Describe waste material that will be discharged into the ground from septic tanks or other sources,if any(for example: Domestic sewage; industrial,containing the following chemicals. . . ;agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. A/o 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Water runoff(including stormwater): 1) Describe the source of runoff(including storm water)and method of collection and disposal,if any(include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. 2)Could waste materials enter ground or surface waters? If so,generally describe. d. Proposed measures to reduce or contro surface,ground,and runoff water impacts,if any: 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder,maple,aspen,other �e rgreen tree: fir,cedar,pine,other shnrbs grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? c. List threatened or endangered species known to be on or near the site. Wake d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the te,if ang: r v c I// / /' al l Por'/t/1a� �9 T�/ Ls�tlt5 Gr fret% ]/�i^ 5. Animals / / \J a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other: �/ mammals: deer, bear,elk,beaver,other: ilk fish: bass, salmon,trout,herring,shellfish,other: b. List any threatened or endangered species known to be on or near the site. 'Yd/k9 5 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. Is the site part of a migration route? If so,explain. WO d. Proposed measures to preserve or enhance wildlife,if any: N/4 6. Energy and natural resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed projects energy needs? Describe whether it will be used for heating, manufacturing,etc. b. Would your project affect the potenti use of solar energy by adjacent properties? If so,generally describe. N n c. What kinds of energy conservation features are included in the plans of this proposal? List otheCO posed measures to reduce qr olrgy/impacts,if any:ra CA 7116 d4;4 69511( 4241L- 7. Environmental health V/ a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe..cho / nit / lct zr l v,,e,-•k1 s.oti c h r47w ;i.2_, S nJ rA 1 erys ci kits 1)Describe special emergency services that might be required. ede 2)Proposed:measures to reduce or control environmental health hazards,if any: It. / at/ Cine4 6( etre b. Noise ""if S� J GY1G(,t) 1)What types of noise exist in the area which may affect your project(for example: traffic,equipment,operation,other)? 4✓o.144 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)?Indicate what hours noise would come from the site. oil 6 • TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 3)Proposed measures to reduce or control noise impacts,if any: 8. Land and shoreline use a. What is the current use of the site and adjacent properties? 2 11 s i b. Has the site been used for agriculture? If so,describe. AID c. Describe any structures on the site. / -stli 414 d. Will any structures be demolished? If so,what? WO e. What is the current zoning classification of the site? 444/ Aliddhol f. What is the current comprehe sive plan designation of the site? g. If applicable,what is the curren shoreline master program designation of the site? N •49- h. Has any part of the site been classified as an"environmentally sensitive" area? If so, specify. #v/4 i. Approximately how many people would reside or work in the completed project? j. Approximately how many people would the completed project displace? A/of Ale k. Proposed measures to avoid iuce displacement impacts,if any: A/ - 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: /V/w n �T 9. Housing • a. Approximately how many units would be provided,if any? Indicate whether high,mid- dle,or low-income housing. /� N b. Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing. N01- c. Proposed measures to reduce or control housing impacts,if any: NA- 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? 3y1 b. What views in the immedpte vicinity would be altered or obstructed? N/A- t. Proposed measures to reduc or control aest im acts,if any: P pr ticPr�q r�t ire cN s f r �Al 11. Light and glare a, What type of light or glare will the proposal produce? What time of day would it mainly occur? A/ _/A b. Could light or glare from the finished project be a safety hazard or interfere with views? 'Va c. What existing off-site sources off lightn or glare may affect your proposal? es d. Proposed measures to reduce or control light and glare impacts,if any: /V0/1 { 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 12. Recreation a. What designated and informal recreationalion opportunities are in the immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so,describe. c. Proposed measures to reduce or control impacts on recreation,including recreation op- portunities to be provided by project or applicant,if any: /VA- 13. Historic and cultural preservation a. Are there any places or objects listed on,or proposed for,national,state,or local preser- vation registers known to be on� or next to the site? If so,generally describe. / 7 b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to on gr next to the site. c. Proposed measures to reduce or co of impacts,if any: 14. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing stre system.. Show on site plans,if any. J`R�`}c /f-`1 u J Zo alb s b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? t%5 c. How many parking spaces would the completed p oject have? How many would the project eliminate? d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). v 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transporta- tion? If so,generally describe. / /(,c/0 f. How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. depAie g. Proposed measures to reduce or control transportation impacts,if any: N/A— 15. Public services a. Would the project result in-In increased need for public services(for example:fire pro- tection,police protection,health care,e,schools,other)? If so,generally describe. / W6 b. Proposed measures to reduce or control direct impacts on public services,if any. NA 16. Utilities a. Circle iti ` ' s currentl ' able at the sit: electricity CC refuse serv- lictelephonanitary se , septic system,o er. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general� construction activities on the site or i the immediate vicinity which might be needed. k1 �/ /� ` a _/, / G` . / 4s. !.r/ J`- (/►'I�a {'hq Gis�YIPiC v�,C� C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is rely' g on the its deci 'on Signature: Date Submitted: /d�t B 10 Uontractor's Material ana lest Uertmcate tor canaergrouna 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 contractor's 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 owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor . workmanship,or failure to comply with approving authority's requirements or local ordinances. Property name l Date �.,, San Juan Composites 11/8/04 M ,✓y//�Propeny address 402 34th St. Anacortes. WA 98221 Accepted by approving authorities(names) Address Plans Installation conforms to accepted plans D. Yes El No Equipment used isapproved i Yes No II n II no,slatete deviations � ons /Has person in charge of lire equipment been instructed as to location El Yes Li No of control valves and care and maintenance of this new equipment? If no,explain Instructions Have copies of appropriate instructions and care and maintenance charts been left on premises? D. Yes No III If no,explain . Location Supplies buildings • Pipe types and class 1 Type joint CL 50 Ductile MJ & Mega Lag Pipe conforms to NFPA 24 standard [II Yes I I No Underground Fittings conforms to EFTA 24_ standard Ai Yes I I No pipes and If no,explain joints — -- __- Joints needed anchorage clamped,strapped,or blocked in LLJ Yes ® No accordance with standard II no,explain Mega Lug Flushing' 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-in.pipe,880 gpm (3331 Umin)tor 6-in.pipe,1560 gpm(5905 Umin)tor 8-in pipe,2440 gpm(9235 Umin)for 10-in.pipe,and 3520 gpm (13,323 Limn)for 12-in.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 bar)for 2 hours or 50 psi(3.4 bar)above Test static pressure in excess of 150 psi(10.3 bar)for 2 hours description Leakage: New pipe laid with rubber gasketed joints shall,if the workmanship is satisfactory,have little or no leakage at the joints. The amount of leakage al the joints shall not exceed 2 quarts per hour(1.89 Uhr)per 100 joints irrespective of pipe diameter. The leakage shall be distributed over all joints. If such leakage occurs at a few joints,the installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above can be increased by 1 fluid ounce per inch valve diameter per hr,(30 mU25 mn✓hr)for each metal seated valve isolating the . lest section. If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure,an additional 5 ounces per minute(150 mUmin)leakage is permitted for each hydrant. New underground piping flushed according to D Yes Li No standard by(company) t., © i II no,explain p,✓"- How flushing flow was obtained Through what type opening 9lushing [ "Public water inTank or reservoir El Fire pump Elpipe p Hydrant butt Open i e tests Lead-ins flushed according to standard by(company) 0 Yes 0 No ' If no,explain How flushing flow was obtained Through what type opening 0 Public water 0 Tank or reservoir D Fire pump 0 Y connection to flange I I Open pipe and spigot ( icifes tfeT All new underground piping hydrostatically tested at Joints covered ' test (2 / 0 psi for hours i Yes 01 No Total amount of leakage measured `� Leakage gallons hours test Allowable leakage gallons hours Number installed Type and make All operate satisfactorily Hydrants EI Yes n No Water control valves left wide open lerhon,4n Yes 0 No Control If no,state reason ep0° valves ,p� :;k.'1wv1 teat,� — Hose threads of fire oepartmenl connections and nyorants interchangeable I ro _ fl V I those of fire department answering alarm 8 Richard t1 uu Date left in service 37 "" k1 `� . __ Remarks — N>� ono e• e •'.4 `.`J .cb 'J' Name of installing contractor 7h,, J —' Oat Signatures Tests witnessed by _ For rooerty owner(signed) Title Date - Fri tin onlractor si ed) \ Dale C ai 1 � zi-,a�7ar.--(4./44. I P- /O -U Additional explanation d notes 4 . gir. _ �R( A � t gW r 6 li , .. �, �..e' `Rt,, is " Mugu ii, 1."�� -2 . w ES F- "1 • 0 O e1 cli ‘1" a z a i i I 1 i i � " i U] ::,\ I I I I I I N 1 i I 1 CA 1 NI'� cii lc- 1 I I Li G1 I 1 a 1 2 n1 1 1 n-6 I I& rs2 j" ' t e 3I2 8' s1,0 I`F 71'_n / co 0-6 , I I 96.01 1 96.0 1 96.01 1 96.0 0-3 1 " N 0-1 1 1 i � ,, Irill 1 • 1 I I I O 1 j j W � s f N i h Nn i �, drn . +34 ! I i I 1 Q_ z rn rn J 96.0 0-3��r_, 1 tz- 96.01 1 -� B-61 r 96.0 1 3 2 8710 96.0 1 11-11 Ts.��3 1 U o call- 1 1 111 p - r° l 0 0O 1 _ 1 V rn CN �A O D-9: I I �I 161 `v 01CA , 141 N13 1 d 1 1 I I t I 1 . , N. /-10-6 1t 11 86.0 1 8-612 96.0 ,3r2 BT10 96.0 1 11-11 96.0 0-3, 1 "�j1f r-17t I -"aa" A. 1' 4 I 4 1 19-1011 I "±17, . Lf) k it is a T T I J EXHAUST AIR FROM BOOTH • intake air to booth i M 0D " I . M t • • I. Y Of _ AS- BUILT g ihia/me---1: I 0, I MINII•yes in . � / A( a zSr-4 N • 4a3 — • ii O W Ei H 0 0g 0 NI- . Ck2 d z a I Q I 1 I 1 1 1 I U E 1 I I ., 1 i I 1 1 1 1 G I I I I N I 1 i I CNi I ,, I I c� ; 1 iN' cli ! ,mil q z % Oj _ 1 I 1 I 1 I I ! 1 1 I 1 • 0. �61 11 I 96.01 01 B-B�¢ I I • I 96.0 • • 1 31-2 8/10 1 :•.0 - 1 I 1 1-11 96.010-3 1 1 I I i 1 I k1T ) 1 I I I I I 1 1 I 1 1 I 1 6 IN I 4 ' I � i 1 I N� N 41ci . rn 18-4•8 G 20-6 1 I 1 i yy I 1 • i mw d rn m T (10), 1 ( 9 i 1 1 I 8 1 I OI O 34 I , :�: I C I I:�: � o � z °' 96.• : 3 1 i 12-'!I 96.01 1 8 81v L I 1 96.0 13i2 1 10 I 'e6.0 1 1 ''1-11 I 96.0 0-3 1 U �" t".. o I I I ICI I-+-1�y W I I I W p \ R o I p, E-. co , 1 x - 1 000 C)Ir— NI CA CA O /� r N . cl! a: T47j \ )1 I I I \ I _ I I _ I 1 _ N. 1 10-6 1 > II 96.0 1 8-91= 1 96.0 1 3i2 • ! B110 1 - 1-11 0-3 • N\ 1 =6.0 1 96.0 1 17' I ( < ..1 -frail •. • 4. I N-17' 1 . • • , to all_ Ike T T T 1— J EXHAUST AIR FROM BOOTH i M intake air to booth N to Co . i H Q o • 11 ` L. a n U1 AS— BUILT • ke;77.4-1. 7),-,.-7-L Pt' � • kit,,7n Dece:4 . in • //31_24 I( ki ZO . • z -49:17:114° a i~ _•4L�:�L--f _ 1Jt1 4 _ _-_ {. ._- . i ._ i AZT YOff, City of Anacortes Permit#: BLD-2004-0104 904 6th Street Issue date: 10/26/2004 ,gip,,. P.O.Box 547 Expire date: 10/26/2005 �� Anacortes, WA 98221-0547 'w (360) 293-1901 Job Address: 402 34TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: APN: Remarks: Paint booth sprinkler system. Owner: WILLIAM WOODING Contractor: Address: 13540 ROSARIO RD Address: ANACORTES WA 98221 Phone: (360)293-7332 Phone: License#: General Information: Fees: Building Valuation 12278 Building Permit Fee 180.00 Plan Review Fee 117.00 State Building Code Fee 4.50 Total Calculated: 301.50 Deposits/Receipts' 0.00 Total Due: 301.50 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF yCONNSTRUCTION. SIGNATURE OF OWNER 0 AUTHORIZED AGENT ISSUED BY :4 00:_4-1 0005 -. _.c_h; 4 rrei` 001023 -t _• .,, %a Y O, , City of Anacortes Permit#: BLD-2004-0103 904 6th Street Issue date: 10/26/2004 .•0411. P.O.Box 547 Expire date: 10/2612005 ` ;%' _ _____ Anacortes, WA 98221-0547 ',1„•1►.,w , (360) 293-1901 C0R, Job Address: 402 34TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221 Project: APN: Remarks: Add paint booth to existing building. Owner: WILLIAM WOODING Contractor: Address: 13540 ROSARIO RD Address: ANACORTES WA 98221 Phone: (360)293-7332 Phone: License#: General Information: Fees: Building Valuation 98000 Building Permit Fee 791.20 State Building Code Fee 4.50 Plan Review Fee 514.28 Total Calculated: 1,309.98 Deposits/Receipts: 0.00 Total Due: 1,309.98 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. p C\ IGNATURE F OWNER O�ED AGENT ISSUED BY 0 70004-1 000 10i'26/ 004 0002 4 Fermi t Fee 005740 Z362.50 �1T O City of Anacortes Permit#: BLD-2004-0086 904 6th Street Issue date: 10/26/2004 ""salleitiller • P.O.Box 547 Expire date: 10/26/2005 t- 0> Anacortes, WA 98221-0547 '7 (360) 293-1901 COR.. Job Address: 402 34TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221 Project: APN: Remarks: Tenant improvements -offices,tool room, lunch room and paint booth. Owner: WILLIAM WOODING Contractor: Address: 13540 ROSARIO RD Address: ANACORTES WA 98221 Phone: (360)293-7332 Phone: License#: General Information: Fees: Building Valuation 50000 Building Permit Fee 520.00 State Building Code Fee 4.50 Plan Review Fee 338.00 Total Calculated: 862.50 Deposits/Receipts: 0.00 Total Due: 862.50 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION P.! Mtein SIG ATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY �C� ¢' City of Anacortes Summary of Applicable Fees Due Prior to jay Ay-� Building Permit Issuance (Excluding Building Permit Fees), 'loon% Name of Applicant/Project: wottt — ..�w, t Site Location: t-1,0g 3.0" bk" • Date of Application: Place a Check Marc Below Next to Item that is Applicable p� Sanitary Sewer GFC $ C S-p e Storm Water GFC A.S - Engineering Plan Review/Public Works $ A. Impact Fees/Road $ ) O`�S 1"ej— Impact Fees/Fire $ �p Impact Fees/Parks $ Total Fees&Charges Due $ Rt Comments &Conditions: Building Department Memo To: Bob Hyde From: Don Measamer9{' Date: 6/3/2004 Re: Storm Water GFC—402 34`h Street—Wooding Project Mr. Wooding has submitted a building permit application for an industrial building located at 402 34th Street, adjacent to the existing San Juan composite building. Please review the following storm water GFC based on Ordinance No.2488 and let me know if you concur by signing below. Total impervious area shown is 44,800 square feet. 44,800 square feet+2,000 =22.4 x$1,126.00=$25,222.40. The total storm water GFC will be$25,222.40. I have also attached the map and credits towards adjacent parcels for your review. Please let me know of any revisions to the storm GFC. Bo. Hyde, ' .lic Works Director Date 1 From the Desk ofo Bob Hyde i_ To: Subject: Date: �7r1� 1i (p01000 H KP-34" 2 9 2-1 2.22 tioS 3014 5 ( / u 12. (e o bloc 1` I to , oyS . 5a m City of Anacortes Public Works Gan,' $) Director's Office Memo To: File From: Bob Hyde, Director of Public Works /\ CC: Don Measamer Date: 6/28/2004 Re: 1998 Credit to Bill Wooding of Lake Erie Trucking A meeting was held on June 17,2004 between Bob Hyde and Don Measamer of the City,and Bill Wooding of Lake Erie Trucking. This meeting was held to clarify the 1998 credit received by Mr. Wooding for storm water system improvements made by his firm in the Industrial Zone. Mr.Wooding indicated that he had installed two outfalls in this area and all of the associated storm water conveyance system between 34th Street and 30th Street,and from the shoreline to T Avenue in 1998. Mr.Wooding also noted that he had installed shale in the vicinity between the railroad right of way and T Avenue approximately 20 years ago,and thus,this.area should be considered nearly impervious and thus, not subject to a storm water GFC. Mr.Wooding received a credit from the City for$60,0000 towards future stormwater GFC charges in 1998 because of his installation of the 33rd Court storm drainage and outfall connection and the 34th Street storm drainage and outfall connection. In view of the above,the drainage basin bounded by 34th street and 30th street to the south and north, and bounded by the shoreline west to T Avenue,is considered to be the area encompassed by the $60,000 GFC credit allocated to Mr.Wooding in 1998. Construction in this area by Mr.Wooding will not be subject to a storm water GFC. The$60,000 credit will not apply to any area outside of this basin. RW H:jgl 1 t Building Department Memo To: Bob Hyde From: Don Measamer0{' Date: 6/3/2004 Re: Storm Water GFC—402 34th Street—Wooding Project Mr. Wooding has submitted a building permit application for an industrial building located at 402 34th Street, adjacent to the existing San Juan composite building. Please review the following storm water GFC based on Ordinance No.2488 and let me know if you concur by signing below. Total impervious area shown is 44,800 square feet. 44,800 square feet+2,000 =22.4 x$1,126.00=$25,222.40. The total storm water GFC will be$25,222.40. I have also attached the map and credits towards adjacent parcels for your review. Please let me know of any revisions to the storm GFC. /yy�y Bo. Hyde, ' •lic Works Director Date 1 From the Desk ofr N. ti 0 Bob Hyde ( "estm"'f To: `;i Subject: Date: ke-34" 29 2Li2.22 woe 30' 5- 4> iu 2. (e 10 ( '1` I (oio115 . 5D City of Anacortes Building Department Memo To: Mr. Bob Hyde, Public Works Director From:Don Measamer, Plans Examine CC: Michelle Deaton, Permit Tech Date: 3/12/2004 Re: William Wooding Project-3101 T Ave—Storm GFC Mr. Wooding has stated that the project at 3101 T Avenue should be considered as Direct Discharge To Marine waters thereby exempting the required Storm water GFC per Ordinance No. 2488. For your convenience please find attached copies of the Wooding storm water credit and two other projects in the vicinity,which were considered direct discharge. We have completed all reviews and will be ready to issue the permit upon your findings of Mr. Woodings proposal for the storm water GFC. Thank you for your time. 1 ��‘- A • made to those property owners of developed parcels within the city of Anacortes who are not City of Anacortes water,garbage, or sanitary sewer customers. SECTION 4. GENERAL FACILITIES CHARGES A one-time GFC of$1,126 per ISU shall be assessed for all new development of real property in the City of Anacortes, except for new developments that make special arrangements acceptable to the City Public Works Director and Federal and State agencies to undertake direct discharge to marine waters. The GFC shall represent a fair and equitable share of the historic and future cost of the City's Storm and Surface Water system of drainage structures and facilities. SECTION 5. DEVELOPER CONTRIBUTIONS The City is authorized to assess developers of real property within the City of Anacortes a fair and equitable pro-rata portion of specific offsite storm and surface water drainage improvements necessitated by new developments on parcels owned by said developers. These assessments shall be made in addition to any other requirements of the City for onsite improvements and adjusted by the previous payment for a stormwater GFC for the parcel. All developer contributions shall be placed in a separate revenue account and earmarked for specific projects or improvement, and utilized solely for such purposes. SECTION 6. PERMITS A permit is required for any person to construct, install, place, or attempt to construct, install, or place any storm or surface drainage structure or facility within the City. Every person desiring to construct or install any storm or surface water facility,whether on private or public property shall make application for same to the City prior to commencing work on such project. Such applications shall be made on forms provided by the City and shall include all information as may be required by the City. The application shall be approved by the City Official or his/her designate prior to construction. Such construction or installation must comply with all City ordinances, regulations, other controls or standards. Each application submitted to the City shall be accompanied with payment for a construction permit fee in an amount established by the City. Failure to obtain such a permit will result in the fee doubled. Such fees shall defray the cost of all inspections and plan review(s) required by the City prior to and during the construction of storm and surface water drainage facilities. This section shall not be construed to duplicate any other existing City requirements. SECTION 7. APPEALS Any owner or owners who dispute the amount of their charges or who dispute any determination made by or on behalf of the City pursuant to and by authority of this ordinance, may petition the City Official in writing for a hearing on a revision or modifications of such charge or determination no later than thirty (30) days after having been billed for such charge or after having been notified of such determination. Upon receiving such a petition, the City Official shall schedule a hearing within 30 days before the City Council. Notice of the hearing shall be provided to the petitioner at least ten(10)days prior to the hearing. Following the hearing, a final determination shall be made by the City Council and the petitioner so notified within 30 days. Building Department Memo To: Gary Bamett Front Don Measamer Date: 3/5/2004 Re William Wooding Project—3101 "T"Avenue The project engineer has indicated a total site new impervious area of 28,508 square feet (see attached). Based on City Ordinance No. 2488 please review the following storm water GFC and let me know if you concur by signing below. 28,508+2,000=1425 x$1,126=$16;045.50 Total required storm im would 1 5.50 Gary mett, nt Public Works Director Date • 1 Y . . ,,- L • Pan a t ar a , t tea.. June 14, 2001 To: San Juan Composites File From: Bob Hyde, Director of Public Wo5 Subject: General Facilities Charge for Stormwater- San Juan Composites In accordance with Municipal Ordinance 13.10.040, this project qualifies for a waiver of the General Facilities Charge as a result of the stormwater system directly discharging into marine waters. Cc: Bill Wooding ^rr1Q-At � l9-`' o••A2c�.. - S I19 SS 2�J `� `1 -] 4 all la\-1Z , 31 to,ru, _ ,-t 3 '1"\'tR eib T. -- kBD , ?cck Sr - EQ ( I EFL v c. City of Anacortes Building Department Memo To: Bob Hyde - From: Don Meas Date: 9/17/02 Re: Bayside Boat 409 30t Street It appears that the proposed BaySide Boat project,Iocated at 409 30th street, would be considered Direct Discharge to Marine Waters per ordinance no. 2488 section 4. At the furthest point the project is located approximately 900ft from the shoreline, please see attached site map, and storm water discharge directly to the bay. It appears that this project would be exempt from the Storm Water GFC per Ordinance no.2488 Sect.4. Please let me know if you concur by signing below. Bob yd) Date 1 . ,, V nY Stormwater Hookup Fee Credit for Off-Site Improvements Based on the attached engineering estimate plus contingency of$5,580 William Wooding will complete the 33'd Court/Outfall Connection by December 31, 1998 and the 34th Street/Outfall connection by June 30, 1999, both as shown on the attached drawing, in exchange for a $60,000 Stormwater Hookup Fee credit for William Wooding's properties on 34th Street and on "V" Place. Dated this 14th day of October, 1998. William blooding es Pemberton, irector of Public Works Ian Munce, Director of Planning and Community Development PROFESSIONAL Leonard,Bc..�mot &Skedje Inc. • JOHN E. LEONARD,JR., P.E.&P.L.S. !AM ROBERT BOUDINOT,JR.,P.E. ENGINEERS & LAND SURVEYORS A JEFFREY A.SKODJE, P.L.S. October 13, 1998 Mr.Ian Munce,Planning Director City of Anacortes • P.O.Box 547 Anacortes,WA 98221 Reference: 34th Street Storm Sewer Dear Ian: My cost estimate for the construction of the storm sewer outfall system serving the 331d Court and the 34th Street areas is itemized as follows: 1. Mobilization $2,000 2. 18"CPP Pipe Installed; 1014 ft @$30.00/ft $30,420 3. 48"Type II Manholes;6 @$2,000 each $12,000 4. Engineering Design $4,000 5. Construction Engineering $6,000 TOTAL $54,420 This estimate is based on past construction cost bid numbers. A print of the system plan is attached. Please feel free to call me if you have any questions. S' cerely, • John E. Leonard,Jr.,P.E. &P.L.S. JEL:acd • Enclosure PA Or dieS iiNJili'�-���♦ ��i 1i�C'r' 7:U8503\adm\"nonce y.S. !I ++`�.\..�.~��'.' etci�si. ....tip+- E .�'d al i.�-„Tn):Z>I C\'te�bly •f e•S.1/Mount Vernon Offi.- a4f.r T *. It, .�� �v� '^�` � �► � �//I � MaifimgAddress%/, '�" +� \\ ��-tia-0-•4j140.►.12:e eLS�1jd'i' r 42:' 401 1 250 P` t 1 J I_IN-10-2 E14 03 :31 PH GOEDEKE RECEIVED GOEDEKE ENGINEERING JUN 0 2004 17119 SE 47th Court Bellevue, WA 98006-5805 Phone(425)644-5899 QUANTUM CONSTRUCTION Fax(425)401-1250 FAX MEMO TO: Quantum Construction, Inc. PROJECT: Wooding Buildings 12761 Quantum Lane Anacortes, WA Anacortes, WA 98221 ATTN: Dan Boner FROM: Gregg Goedeke 5b "2 34m S DATE: 10 June 2004 PAGE 1 OF 1 COMMENTS: Dan: As we discussed on the telephone, it is satisfactory to vertically stab the slab dowels about 8" into the wet concrete pour between the two horizontal bars at the top of the 8"x 24"grade beam. A slot can be provided with a trowel on the inside top of the grade beam allowing the bar to be bent over for the slab pour. This will leave about 2'-8"for the horizontal leg. This detail is satisfactory for the slab to grade beam connection. Please call if there are comments or questions. Sincerely, GOEDEKE ENGINEERING C • Qr..,11Y \1'/lhjf,l C. Gregg Goedeke, P.E. 'n Structural Engineer r ;s,1 h;:L 1N��� bPIREB• 19/2at 4700 b1?Y 0 Ats., City of Anacortes Permit#: BLD-2004-9702 904 6th Street Issue date: 06/03/2004 P.O.Box 547 Expire date: 06/03/2005 ��' U?.. Anacortes, WA 98221-0547 tm.c.OR`5. Job Address: 402 34TH ST Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: Foundation only for 100x250 metal building. Owner: BILL WOODING Contractor: QUANTUM CONSTRUCTION INC Address: 12057 HAVEKOST RD Address: 12761 QUANTUM LN ANACORTES WA 98221 ANACORTES WA 98221 Phone: (360)293-7332 Phone: (360)293-0656 License#: QUANTUM*66DF General Information: Fees: Building Valuation 125000 Building Permit Fee 495.50 Plan Review Fee 322.08 State Building Code Fee 4.50 Total Calculated: 822.08 Deposits/Receipts: 0.00 Total Due: 822.08 m 44_ -x_ co co I c c) -X- * 0 0 0 -X- N _ * U %- -if N CV I O rr a' d X- m CO at cf.aN --X- * m CO I fA O C--1 * it CD 00 -f- * E 0 0 if .. it z t � -if -f +� * I--1 if -x- r C i4 * i<- it z -x- * I (_ C> * O X- 0 iE if ,E m C C "4 E * it L il- X- 1-- O '1E Q -x- .. iE co -* i CV '4D N -* if t0 0 E -X- -X- --t 00 * N i*f , 0 It -* 0 co CD D -x- W it - C/l -lE co ik 11 ii it i'�(- 1 H c * is i-� O 11 -SSE i-, i4t- coa) 4 W fix- E E * N ic- > it .. A -WLI-I if b = O iE cu iF -O lXdL >F V> I— rice(- W Z - .F fi x- Nr *4. W 4-'f �1 LC „ it QI +-' a, . -X- CC r N * — H I— i-%4 O CD CD -X- -E 40 H . f # C iE HC`"J r „ L'O 3i 4 iE I-- +' 0 CU N U ice+ i* W O X) .x- R. CC Y # d 0 i * if THIS PERMIT _ ..INiavu Ip NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCT .. .... uuor ivutU UR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. � 17.M6-,r L.l (Cj2/CC.11- n SIGNATURE F OWNER OR AUTHORIZED AGENT SSUED BY CITY OF ANACORTES STORM DRAINAGE UTILITY )MMERCIAL RATE BILLING CALCULA(Th7N - ORDINANCE NO. 2419 - ENGINEERING/PUBLIC WORKS DEPARTMENT: J DATE: 4_�� `k BY: 1& \, X, ADD A NEW COMMERCIAL ACCOUNT CHANGE AN EXISTING ACCOUNT COMMERCIAL STORM DRAIN UPLAND DELETE AN EXISTING ACCOUNT `` COMMERCIAL SALTWATER DISCHARGE OWNER'S NAME W s.LaM U tX SERVICE ADDRESS '"310 P 3q< 1/4Sii-- SINGLE PARCEL BILLING MULTIPLE PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL IS COMBINED ON ONE BILL, STAPLE SHEETS TOGETHER. IMPERVIOUS AREA: p�p�y} ,y , . ,:.S... oV/.v `f 0 Y :n0,e 1 :",1 a Q E" NTE ED NMAS3f R LE) • usffi ?yt ' � m ' iiA' S ftl QX m T , r TAWIS Ei' " t. l; u : }'�,:aY < cl '1 0. LA$ �aG dreareakii .v4/ : PLEASE NOTE ANY UNUSUAL BILLING INFORMATION(E.G., PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, ETC.): 2Ik Leonard Bc .:amot&Skodje Inc. JOHN E. LEONARD,JR.. PE.&P.L.S. , A ROBERT C. BOUDINOT,JR., P.E. PROFESSIONAL ENGINEERS & LAND SURVEYORS JEFFREY A. SKODJE, P.L.S. October 13, 1998 Mr. Ian Munce,Planning Director City of Anacortes P.O. Box 547 Anacortes,WA 98221 Reference: 34th Street Storm Sewer Dear Ian: My cost estimate for the construction of the storm sewer outfall system serving the 33M Court and the 34th Street areas is itemized as follows: 1. Mobilization $2,000 2. 18"CPP Pipe Installed; 1014 ft @$30.00/ft $30,420 3. 48"Type II Manholes;6 @$2,000 each $12,000 4. Engineering Design $4,000 5. Construction Engineering $6,000 TOTAL $54,420 This estimate is based on past construction cost bid numbers. A print of the system plan is attached. Please feel free to call me if you have any questions. S' cerely, • John E. Leonard, Jr.,P.E. &P.L.S. JEL:acd Enclosure eatAllfr .. ` O.>..--a-..uric+�+alk..... Apr'r sea.b�' �- s v�aa. l. ..Z ergrstir' : •tl .., !..r+. lterearele. J:�98503tadm\mimce 4. ,..., A. ..`a. �'►- lit Mount Vernon Offi.-�a :T� 1 r a�� y y �_ it�'r �'�♦ =``' Mailing Address: : c y yy1. ,� � .y, oy_+ ` �v.i-fry p- / �' ��.� ES-009 :$r Health Hazard Applicatiora Job Name 11 Aez1 �9 �4�f . r-4 Contractor ell/ / jt4$mac, Iffirlsrzt,1 Job Location 44lJ�-e3o'-ree Approval Engineer Contractor's P.O. No. Approval Representative Series 009 ¢ - . : 1 Reduced Pressure Zone Assemblies ® Sizes: '/a" -3" (8-80mm) ' Series 009 Reduced Pressure Zone Assemblies are designed to '"• protect potable water supplies in accordance with national i plumbing codes and water authority requirements.This series vi" 009QT can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for con- tainment at the service line entrance. t 0 _,.r. II This series features two in-line, independent check valves, cap- �w _.:,. tured springs and replaceable check seats with an intermediate I „0. 1 0, s,v,-Ts 'L;M,� ' relief valve. Its compact modular design facilitates easy mainte- 1 _ - nance and assembly access. Sizes'/4" -1" (8-25mm)shutoffs have tee handles. 2" 009M2QTHC Features Test Cock No.3 •Single access cover and modular check construction Test Cock No.4 for ease of maintenance Ball Type •Top entry- all internals immediately accessible Test Cocks •Captured springs for safe maintenance Test Cock JINN_ III G�''. • Internal relief valve for reduced installation clearances No.2 M / ivi406=,, El • Replaceable seats for economical repair .�■=.a'' -MLA `al Second • Bronze body construction for durability'/4"-2" (8-50mm) First Check �a ,,-;,:� - - ���=°' • Check Module li� " i;< Module • Fused epoxy coated cast iron body 2'h"and 3"(65 and 80mm) AssemblyIII: - ;� t1 Assembly •Ball valve test cocks-screwdriver slotted 1"-2"(8-50mm) li/ j, ��g-P0114 • Large body //////i/1;;, I : I i�.."_.. Q� g passages provides low pressure drop �- � � '- !� -. •Compact, space savingdesign 1` P p 9 Ai �,i fh., •No special tools required for servicing R.P.Zone Water Outlet Specifications Relief Valve Assembly A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to Now Available backsiphonage and/or backpressure.The assembly shall con- sist of an internal pressure differential relief valve located in a WattsBox insulated Enclosures. zone between two positive seating check modules with cap- For more information, send for literature ES-WB. tured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to IMPORTANT.INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts.The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th WAS® Editiont; ASSE Std. 1013;AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. E9001 REGULATOR tDoes not indicate approval status.Refer to Page 2 for approved USA:815 Chestnut St.,No.Andover,MA 0 I 845-6098;www.wattsreg.com sizes&models. Canada:5435 North Service Rd.,Burlington,ONT L7L 5H7;www.wattscanadaca Watts product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements, please contact Watts Technical Service.Watts reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models: 1A"-2" (8-50r i) Materials: 2'/z" and( 'y(65-80mm) Suffix: • (FDA approved)Epoxy coa«,i cast iron unibody with bronze seats QT- quarter-turn ball valves • Relief valve with stainless steel seat and trim S- bronze strainer • Bronze body ball valve test cocks LF- without shutoff valves Pressure/Temperature AQT- elbow fittings for 360°rotation Series 0091/4"-2" (8- 50mm)Suitable for supply pressure 3/4"-2" (20-50mm)only up to 175psi (12 bar).Water temperature: 33°F- 180°F PC- internal Polymer Coating (-3°C-75°C). LH- locking handle ball valves(open position) Sizes 21/2"and 3" (65 and 80mm)are suitable for supply SH- stainless steel ball valve handles pressures up to 175psi(12 bar)and water temperature at HC- 21/2°inlet/outlet fire hydrant fitting(2"valve) 110°F(43°C)continuous, 140°F(60°C)intermittent. Prefix: C- clean and check strainer Standards 3/4"-1" (20- 25mm)only USC Manual 8th Edition* U- union connections(see ES-U009) ASSE No. 1013 AW WA C511-92 Available Models: 21/2" -3" (65-80mm) CSA B64.4 Suffix: IAPMO File No. 1563. NRS- non-rising stem resilient seated gate valves OSY- UL/FM outside stem and yoke resilient seated tDoes not indicate approval status.See below for approved models. gate valves S-FDA-FDA epoxy coated strainer ® ® @® r It S QT-FDA-FDA epoxy coated quarter-turn ball valve shutoffs LF- without shutoff valves Approvals S- cast iron strainer ASSE,AW WA, CSA, IAPMO Note:The installation of a drain tine is recommended.When Approved by the Foundation for Cross-Connection Control and installing a drain line,an air gap is necessary(see ES-AG). Hydraulic Research at the University of Southern California. Materials: 'A"-2" (8-50mm) Approval models QT,AQT, PC, NRS, OSY. UL Classified /4 2" (20-50mm)(LF models only) Bronze body construction, silicone rubber disc material in the 21/2" and 3" (65 and 80mm)with OSY gate valves. first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (Yz"-2"(15-50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows MODEL DRAIN OUTLET DIME JSIONS WEIGHT — A -- for909,009 A r and 993 sizes in mm in. mm an. mm lbs. kgs. 909AG-A Ya-Yz°009, Y 13 2% 60 3% 79 .625 .28 Y 009M2/M3 B 909A6-C Ya-1'009/909, 1 25 31/4 83 474 124 1.50 .68 - 009M2 I 909A0-F 11/4-2°009M1, 2 51 4% 111 63/4 171 3.25 1.47 1 Y4-3'009/909, I l 2'009M2,4'-6'993 909A0-K 41-6'909, 3 76 6% 162 9% 243 6.25 2.83 8'-10'909M1 909AG-M 8'-10'909 4 102 7% 187 1114 394 15.50 7.03 A 909EL-A Ya-1 '009,1/4"009M2/M3909EL-C - — 909EL- Ya''-2'- 009M1, - - 23/e 60 3 60 .2 .17 91 k. *909EL-F 1 Ya-2°009M1, - - 3Ye 92 3% 92 2 .91 �r 1 Ya-2'009/909, 2°009M2,4'-6'993 *909EL-H 218-3°009/909 - - - - - - Vertical Capacity Performance as established by an independent resting laboratory. *Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) kPa psi N"(8mm)009QT kPa psi VA"(32mm)009M2QT * 138 20 172 25 117 17 138 20 96 14 103 15 76 1 ...newel' 55 8 69 10 . 35 5 35 5 AP 0 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm AP 0 10 20 30 40 50 60 70 80 gpm 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3/a"(10mm)009QT 11/2"(40mm)009M2QT kPa psi kPa psi * 138 20 207 30 117 17 172 25 96 14 we.- 138 20 76 11 ��� �� 103 15 - 55 8 69 10 35 5 35 5 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm 0 0 Al*0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 1"(15mm)0090T 2"(50mm)009M2QT kPa psi * kPa psi * 172 25 207 30 138 20 172 25 138 20 103 15 103 15 , 69 10 69 10 35 5 35 AP 0 1 2.5 5 7.5 10 12.5 15 gpm 0 00 20 40 60 80 100 120 140 160 180 200 gpm 0 3.8 9.5 19 28.5 38 47.5 57 1pm AP 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 15 fps 5 7.5 10 15 fps 1.5 2.3 4.6 mps 1.5 2.3 3.0 4.6 mps kPa psi *3"(20mm)009M3QT kPa psi 2'h"(65mm)009 207 30 172 25 138 20 165 24 103 15 124 18 69 10 35 5 83 12 f ' 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm 41 6 OP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 0 0 5 7.5 10 15 fps 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm 1.5 2.3 3.0 4.6 mps AP 07.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps kPa psi 1"(25mm)009M2QT kPa psi 3"(80mm)009 * 207 30 172 25 172 25 138 20 . 103 15 138 20 69 10 - 103 15 35 5 II 69 10 •� 0 0 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 35 5 AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 0 00 5 10 20 30 40 50 60 70 80 gpm 1.5 2.3 3.0 mps AP 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps ES-009 0403 ©Watts Regulator Co., 2002 Printed in U.S.A. Dimensions and Weight: 'A" : (8-50mm) 009 c T Inl E� l MIL , o ' L ' • A --- Suffix HC-Fire Hydrant Fittings dimension'A'=25'(637mm) 009 IA"-2" SIZE IDNI DIMENSID dS IAPPROX.) STRAINER DIMENSIONS WEIGHT A B C D L M N in. mm in. nun in. mm in. mm in. nun in. mm in. mm in. mm lbs. kg. 3/4 8 10 250 4% 117 3% 86 134 32 51/2 140 2% 60 21h 64 5 2 % 10 10 250 4% 117 3% 86 13/4 32 51/2 140 2% 60 21/ 64 5 2 1/2 15 10 250 4% 117 3% 86 134 32 51/2 140 2% 70 23/4 57 5 2 3% 20 103A 273 5 127 3'h 89 11/2 38 63/4 171 33/6 81 2% 70 6 3 1 25 163/4 425 51h 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 134 32 11% 441 6 150 31/ 89 21/2 64 11% 289 43/46 113 31/2 89 15 6 11/ 40 171/2 454 6 150 31/ 89 21/2 64 111/ 283 41/2 124 4 102 16 7 2 50 21% 543 73A 197 41h 114 334 83 I 131/2 343 55/s 151 5 127 30 13 Dimensions and Weight: 21 " and 3" (65 and 80mm) 009 o `'� U 3 C open ! ' i _ L.� U I 1;1:110i lr�11111 yl31 o � ■i.i■ Ni N m -- R -` r 5C7 E Watts G-4000 Series M A QT-Bail Valves STRAINER SIZE DIMENSIONS(ipprox.) WEIGHT M N Nit in. mm in. mm in. mm in. mm lbs. kgs. 21/2 65 10 254 61/2 165 93/4 248 28 12.7 3 80 103/4 257 7 178 10 254 34 15.4 1-Clearance for servicing MODEL SIZE DO DMENSIONS(APPROX.) WEIGHT A C D E L A U in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs 009LF 21/2 65 — — 41 114 — — 181/2 460 — — 10% 270 76 34.5 0090SY 21h 65 331/4 845 15% 403 4'h 114 16% 416 18% 460 7% 197 10% 270 166 75.3 009NRS 21% 65 331/4 845 11% 289 41% 114 16% 416 181/2 460 7% 197 10% 270 161 73.0 0090T 21% 65 331/4 845 6 152 4% 114 16% 416 181/2 460 73% 197 10% 270 150 68.0 009LF 3 80 — — — — 4% 114 — — 18/ 460 — — 10% 270 76 34.5 0090SY 3 80 34'% 870 181/ 470 41/2 114 16% 422 18/ 460 83/4 222 10% 270 198 89.8 009NRS 3 80 341% 870 12% 324 41h 114 16% 422 181/2 460 8% 222 10% 270 191 86.6 0090T 3 80 34'A 870 7 178 41% 114 16% 422 18% 460 8% 222 10% 270 158 71.7 JUN-02-2004 14:41 QUANTUM COST INC 360 293 4736 P.01 QUANTUM CONSTRUCTION, INC. 12761 Quantum Lane ANACORTES,WA 98221 (360)293-0656 FAX: (360)293-4736 FAX TRANSMITTAL Date 6-2-04 To Don Measamer Company City of Anacortes Phone 293 1901 FAX 293 1938 From Mike RE: San Juan Composites Pages 10 Massage Don, I will bring you 2 hard copies of this in the morning_ I checked with Dale Herrringstad and he is doing the overall fire access plan. I talked to Bill about the sewer easement and he wasn't sure if the City didn't already have on& I called Steve Barge and left a message to see if the City already had an easement. Dale has called and left a message for Kim to discuss landscaping and has not yet heard back_ My plumber CPI will apply for his permit by Monday. THESE ARE FAXED TO YOU FOR THE FOLLOWING REASON(S): APPROVAL_FOR YOUR USE X AS REQUESTED FOR REVIEW AND COMMENT YOUR RESPONSE/RETURN BY THE FOLLOWING DATE: A HARD COPY WILL NOT FOLLOW(UNLESS REQUESTED OTHERWISE) If transmittal ha Ineplrplea,eryel do not reemM all pages aptMled,plena call our regular telephone number listed above, JUN-02-2004 14:41 QUANTUM COST INC 360 293 4736 P.02 GeOTe'ST 741 Merino DrivePHONE Bellinghem.w4 90226 360733_7316 8g4251_5276 36093.974,3 June 2, 2004 RECEIVED Job No.4230 San Juan Composites JUN - 2 2004 34th and U Street Anacortes,WA 98221 QUANTUM CONSTRUCTION Attn.: Bill Wooding Re: Soil Bearing Capacity and Slope Stability Building Pad 34th and V Street Anacortes,Washington Dear Bill, On May 24, 2004, a representative from our firm was at the above referenced site to perform a soil probe and compaction testing on the footing lines. The building pad is comprised of a wedge shaped section of gravelly sand fill, increasing in thickness to the north and east, and day-lighting to the south and west. The maximum thickness of fill is approximately 10 to 12 feet in depth. An ecology block retaining wall was found in place on the northern and southeastern portions of the lot, while the eastern edge was sloped downward towards V Street at a gradient visually estimated at approximately 3H: 1V (Horizontal:Vertical). The results of that site visit showed adequately compacted soils at the near surface of the pad. Because the previous soil probe and compaction test were only able to test the near surface sail densities, on June 1, 2004, three dynamic cone penetration tests (DCP'S) were preformed on the building pad and two along the top of the eastern slope (Exploratory Location Plan, Figure 1, for approximate locations) in order to confirm the soil density at depth. A OCR probe includes recording the number of blows necessary to advance a pointed steel rod into the ground with a 36-pound drop hammer. The blows necessary to advance the rod into the soil have been correlated with the density of granular soil deposits and the consistency of cohesive soils. Based upon our subsurface investigations, we feel the soils on the building•pad will provide adequate foundation support for the proposed structure. The soils in the building pad became medium dense to dense within 1 to 2 feet beneath the existing surface, while the soils at the top of the eastern slope remained loose to depths of 8 to 8,6 feet beneath the existing surface. We recommend recompaction and inspection of the upper 1 foot of the loose soils under the building pad and parking areas prior to concrete/asphalt placement to Insure uniformity and adequate support, • Slope Stability The topography of the building pad is relatively flat. Just to the ease of the pad, the fill has been graded to an approximately 3H: IV (Horizontal; Vertical) slope. No vegetation was present on the slope and it appeared to be composed of competent soils with minor, surficial tension cracks present near the toe of the slope. Pagel of v+ww.g sores[-inc.co m SUN-02-2004 14:42 QUANTUM COST INC 360 293 4736 P.03 P. 003 GeoTest Services, Inc. June 2,2004 34111 and V Street Building Pad,Anacortes Job No, 4230 Discussion In general, It is our opinion that the subject slope is stable in Its present condition and configuration. Due to the relatively mild slope (approximately 3H: 1V) and approximate 15 foot setback of the building pad, a type failure is unlikely to occur. It is essential to protect the slope from erosional processes. With respect to general site practices, which will help to maintain or increase the levels of stability on subject slope, we make the following recommendations: • It is critical that proper drainage be maintained in order to sustain current levels of stability within the subject lot. No collected drainage water nor incident surface water should be allowed to discharge onto the slope, but should be tightlined with rigid plastic pipe to the base of the slopes, or tied into another suitably designed drainage structure, Corrugated ABS pipe is generally not recommended, due to its fragile nature, leaky joints, and overall higher maintenance requirements. Regular maintenance should be performed at least two times a year, as well as after any large storm event. In no case should water be allowed to flow over the slopes, to reduce the possibility of initiating, renewing or increasing instability in the slope. • Establishing and maintaining the healthy vegetation cover on the slope will best control long term erosion. A landscape architect or other qualified individual should be consulted in order to provide types and sources for suitable native plant species. LIMITATIONS The analyses, conclusions, and recommendations provided in this report are based on the limited scope of work that was requested, as well as conditions encountered at the time of the subsurface exploration performed by GeoTest Services, Inc. Our work has been performed In accordance with your request, in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in this area. This report has been prepared for the exclusive use of San Juan Composites and their representatives. No warranty, expressed or-implied, is made. We must presume the subsurface conditions encountered at the dynamic cone penetration test locations are ' representative for the proposed site in order to formulate our recommendations. However, you should be aware that subsurface conditions may vary with time and between exploratory locations, and unanticipated conditions may be encountered. If construction reveals differing conditions or the design is modified, we should be retained to reevaluate our recommendations and provide written confirmation ,or modification, as needed. • It should be understood that the opinions presented in the slope stability section of this report apply to the static case only, and are not intended to apply to all conceivable possibilities, such as affects resulting from a large magnitude earthquake. Page 2of3 JUN-02-2004 14:42 QUANTUM COST INC 360 293 4736 P.04 GeoTest Services, Inc- June 2,2004 34th and V Street Puilding Pad,Anacortes Job No,4230 We appreciate the opportunity to be Of service to you on this project. If any questions should arise regarding this report, please contact the undersigned. Respectfully Submitted, Geo7est Se`vices, Inc. am y/ ;:. °71 a4zo said Gee --' • Tim Chylla, L.E.G. I Tim Chylla I Engineering Geologist Attachment: Figure 1 Site Plan • Wildcat Dynamic Cone Logs,DCP-1 through DCPS pield Density/Moisture Test Report • • • Page 3of3 JUN-02-2004 14:42 QUANTUM COST INC 360 293 4736 P.05 r. VU7 Ecology Block Wall 50' D-1 ■ I D!— - - - -1 2 A 1 A I I I of . I I m I I 1 l a cp I co c I D-2 IN I. I I r01 la I I I I I• I I I R, 1 • 1 to e I I x I 1 Footing Lines NORTH 34th Street _ f<C> ■ =Approximate DCP Probe Location Reference Map Site sketch By GeoTestScMces Inc. Date: 6-2-Da By: TC Scale: NONE Project GEOTEST SERVICES, INC.741 Marine Drive EXPLORATORY LOCATION PLAN 4230 Bellingham, WA 98225 SAN JUAN COMPOSITES Rona phone: (360)7a3.7318 34Ttt AND V STREET 1 fax: (3E30)733.7416 ANACORTES,WASHINGTON JUN-02-2004 14:42 QUANTUM COST INC 360 293 4736 P.06 WILDCAT DYNAMIC CONE LOG Page 1 of 1 GcDTcst Services Inc. 741 Marine Drive PROJECT NUMBER: 4230 Bellingham,Washington 98225 DATE STARTED:w. 06-01-2004 DATE COMPLE Alp: 06-01-2004 HOLE#: DCP-1 CREW: Tim C SURFACE ELEVATION: PROJECT: San Than Composites WATER ON COMPLETION: ADDRESS: 34th and V Street HAM:K R WEIGHT: 35 lbs. LOCATION:Anacorres,Washington CONE AREA: 10 sq.cm FLOWS RESISTANCT GRAPH OF CONE RESISTANCE TESTED CONSISTENCY DEPTH PER 10 cm ICg/cm' 0 . 50 100 150 N' SAND&SILT CLAY - 4 17.8 5 LOOSE MEDIUM STIFF - 5 222 6 LOOSE MEDIUM SS'Sbk - 1 ft 7 31.1 8 LOOSE MEDIUM S VJI F - 4 17.8 5 LOOSE MEDIUM STIFF - 4 17.8 •^•• 5 LOOSE MEDIUM Slap - 2 ft 4 17,8 5 LOOSE MEDIUM STIFF - 4 17.8 5 LOOSE MEDIUM STIFF - 4 - 17,8 5 . LOOSE MEDIUM STIFF • 3 ft 7 31,1 8 LOOSE MEDIUM STIFF - 1m 9 40,0 11 MI®IUMDENSE STIFF - 7 27.0 7 LOOSE MEDIUM STIFF - 4 ft 7 27.0 7 LOOSE MEDIUMS STIFF . - 5 19.3 5 LOOSE MEDIUM STIFF • 5 19.3 5 LOOSE MEDIUM STIFF - 5 ft 4 15.4 •••• 4 VERY LOOSE SOFT - 5 19.3 5 LOOSE MEDIUM STIFF - 4 15.4 •••• 4 VERY LOOSE SOFT - 6 ft 5 19.3 5 LOOSE MEDIUM S 1'1Pk 3 11.6 --• 3 VERY LOOSE. SOFT - 2 m 4 15.4 4 VERY LOOSE SOFT - 7 ft 4 13.7 • 3 VERY-LOOSE SOFT - 5 • 17.1 •••• 4 VERY LOOSE SOFT 7 23•9 • 6 LOOSE MEDIUM S71tk • - 8 ft 23 78.7 22 MEDIUM DENSE VERY STIFF - 25 85.5 •.. 24 MEDIUM DENSE VERY stlrb - 32 109.4 - DENSE HARD - 9 ft 44 150.5 - DENSE HARD - 55 188.1 - VERY DENSE HARD - 50 171.0 - DENSE HARD - 3m 10 ft • I1ft - 12ft - 4m 13ft Waocarro.s JUN-02-2004 14:43 QUANTUM COST INC 360 293 4736 P.07 r, uU WILDCAT DYNAMIC CONE LOG Page 1 of 1 GeoTest Services Inc. 741 Marine Drive PROJECT NUMBER: 4230 Bellingham,Washington 98225 DATE STARTED: 06-01-2004 DATE COMPLETED: 06-01-2004 ROLE It:DCP-2 PRFW:Tim C SURFACE ELEVATION: PROTECT: San3uan Composites WATER ON COMPLETION: ADDRESS: 34th and V Street HAMMER WEIGHT: 351bs. LOCATION: Anacortes,Washington CONE AREA: 10 sq-cm - BLOWS RESISTANCE GRAPH OF CONE RESISTANCE — TESTED CONSISTENCY DEPTH PER 10 cm Kg/cm' 0 50 , 100. 150 N SAND&SILT CLAY 3 13.3 ••• 3 VERY LOOSE SOFT 4 17.8 •»•• 5 LOOSE MEDIUM STIFF 1 ft 15 66.6 19 MEDIUMDENSE VERY STIFF 15 66.6 19 MEDIUMDENSE VERYSAIrr 25 111.0 - DENSE HARD 2 ft 46 204.2 - VERY DENSE HARD 52 230.9 - VERY DENSE. HARD 58 257.5 - WRY DENSE HARD - 3 R 61 270.8 - VERY DENSE HARD - 1 m 60 266.4 - VERY DENSE HARD 65 250.9 - VERY DENSE HARD • 4 a • 5ft • - 6ft - 2m 7 ft • 8ft • 9ft • -- 3m loft • .11 ft 12ft - 4m 13ft JUN-02-2004 14:43 QUANTUM COST INC 360 293 4736 P.08 WILDCAT DYNAMIC CONE LOG Page 1 of 1 GeoTen Services Inc. 741 Maxine Drive FROIECT NUMBER: 4230 Bellingham,Washington 98225 DATE STARTED: 06-01-2004 DATE COMPLETED: 06-01.2004 HOLE#:DCP-3 CREW: Tim C ST_TRPACE ELEVATION; ' PROJECT: San Ivan Composites WATP,R ON COMPLETION: ADDRESS: 34th and V Street HAMMER WEIGHT: 35 lbs. LOCATION: Anacottes,Washington CONE AREA: 10 sq.cm BLOWS RESISTANCE GRAPH OF CONE RESISTANCE TESTED CONSISTENCY DEPTH PER 10 cm Kg/ct 0 50 100 150 N' SAND&SILT CLAY 1 4.4 1 VERY LOOSE VERY SOFT 6 26.6 7' LOOSE MEDIUMS 1IrE 1 ft 20 88.8 25 MEDIUM DENSE VERY STIFF • - 37 1643 - DENSE HARD 55 2442 VERY DENSE HARD 2 ft 6] 270.8 - VERY DENSE HARD 60 266.4 - VERY DENSE HARD 62 2753 - VERYDENSE HARD 3 ft 63 279.7 - VERY DENSE HARD - 1co • • 4ft - 5 it • Eft - 2 es 7ft • 8 ft' • 9ft • - 3m loft 1ift • 1.2 ft - 4 m 13 1t WUDCAT.%LS SUN-02-2004 14:43 QUANTUM COST INC 360 293 4736 P.09 WILDCAT DYNAMIC CONE LOG Page 1 of 1 CleoTest Services Inc- 741 Marine Drive PROJECT NUMBER 4230 Bellingham,Washington 98225 DATE STARTED: 06-01-2004 DATE COUPLE Z D: 06-01-2004 HOLE 4: DCP-4 CREW: Tim C SURFACE ELEVATION: PROJECT: San Juan Composites WATER ON COMPLETION: ADDRESS: 34th and V Street HAMMER WEIGHT: 35 lbs. LOCATION:Anacortes,Washington CONE AREA: 10 sq.cm BLOWS RESISTANCE GRAP$'OF CONE RESISTANCE TESTED CONSISTENCY DEPTH PER 10 cm ICg./cm3 0 50 100 110 N' SAND&SILT CLAY 2 8,9 2 VERY LOOSE SOFT 4 17.8 5 LOOSE MEDIUM STIFF 1 ft 10 44.4 12 MEDIUM DENSE STIFF 12 53.3 15 MEDIUM DENSE STIFF - 21 93,2 - MEDIUM DENSE VERY STIFF 2 ft 20 88.8 25 MEDIUM DENSE VERY STIFF 30 133.2 - DENSE HARD • 35 155.4 - DENSE HARD 3 ft 49 217.6 - VERY DENSE BARD - 1 m 54 ' 239.8 - VERY DENSE HARD 57 220.0 - VERY DENSE HARD 4ft - 5ft • 6ft - 2m - 7 it • - 8ft • 9ft - 3m 10 ft • . • - 11ft • 12 ft • - 4m 13ft WUrATXL5 TUN-02-2004 14:43 QUANTUM COST INC 360 293 4736 P.10 r. U1'J WILDCAT DYNAMIC CONE LOG Page 1 of 1 GcoTest Services Inc. 741 Marine Drive PROJECT NUMBER: 4230 Bellingham,Washington 98225 DATE STARTED; 06-01.2004 DATE COMPLETED: 06.01-2004 FIOLE#; DCP-5 CREW: Tim C SURFACE"PT FVATION: PROJECT: San Juan Composites WATER ON COMPLETION: ADDRESS: 34th and V Street HAMMER WEIGHT 35 lbs. LOCATION: .nscortes,Washington CONE AREA; 10 sq.cm • BLOWS RESISTANCE GRAPH OF CONE RESISTANCE TESTED CONSISTENCY DEPTH _PER 10 cm rg/am' 0 50 100 150 1`I' SAND Sc SILT CLAY 4 17.8 •• -- 5 LOOSE MEDIUM STIFF 5 22.2 6 LOOSE MEDIUM S A1tr - 1 ft 5 22.2 6 LOOSE MEDIUM STIFF - 9 40.0 11 MEDIUM DENSE STIFF - 16 71.0 20 WARM DENSE VERY STIFF 2 ft 20 88.8 25 ME01DM DENSE VERY STIFF - 17 75.5 21 MEDIUM DENSE VERY STIFF - 11 48.8 13 , M1rDIU'M DENSE STIFF 3 ft 10 44.4 12 MEDIUM DENSE STIFF - 1 m 11 48.8 13 MEDIUM DENSE STIFF - 10 38.6 11 MEDIUM DENSE STIFF 4 ft 6 23.2 6 LOOSE MEDIUM S l lkk - 6 23,2 •••••• 6 LOOSE MEDIUM STIFF 4 15.4 •-•• 4 VERY LOOSE SOFT 5 ft 4 15.4 •+•• 4 VERY LOOSE SOFT - 5 193 5 LOOSE MEDIUM S 11tF - 5 19.3 •+ •• 5 LOOSE MEDIUM STIFF - 6 ft 4 15.4 ••-• 4 VERY LOOSE SOFT 4 15.4 4 VERY LOOSE SOFT - 2 rit 5 19.3 •-••• 5 LOOSE MEDIUM STIFF 7 ft 5 17.1 •• 4 VERY LOOSE SOFT - 6 20.5 5 LOOSE MEDIUM STIFF 5 17.1 •-•- 4 VERY LOOSE SOFT 8 ft 4 13.7 ••• 3 VERY LOOSE SOFT, - 13 44.5 12 MEDIUM DENSE STIFF - 26 ' 88.9 25 MEDIUM DENSE VERY STIFF 9.t1 29 99.2 - MEDIUM DENSE VERY STIFF 39 133.4 DENSE HARD 48 164.2 • - DENSE HARD - 3m 10 ft 51 174.4 - DENSE HARD 62 189.7 -• VERY DENSE HARD - llR - 12ft - 4m 13ft • WILDCATSL9 JUN-02-2004 14:44 QUANTUM COST INC 360 293 4736 P.11 I. W A I ,04 741 Marine Drive . awe ra�ag eau 36 GG OTC?5T Balpn9bgm,WA 99225 360733 731E raZgl_5276 360733_74fe FIELD DENSITY/ MOISTURE TEST REPORT • SOILS ASTM D29221D3017 PROJECT: San Juan Composites JOB#: 4230 ADDRESS: 34th and U Street,Armouries REPORT#: S1 CLIENT: Lake Erie Trucking TEST BATE: 5-24-04 CONTRACTOR: Client PAGE#: 1 of 1 PERMIT*: INSPECTOR:JK Compaction of; Import Fill FieldData: 'TEST I LOCATION DEPTH/ 'MELD'.'.IN-PLACE ?L'AB', ' .COMPACTtoN '.COMPAcTIoN # • ' • r ..ELEV. MOISTURE: .;DENSITY. ` SAMPLE" %• • ioj . . . ., �'ft).,<,. .r(S(,), r.. ,/(p0fl ..' ATTAINED REQUIRED 1 East Side, South End SG 5.4 125.6 1009 99 95 2 East Side, Middle South SG , 7.5 121.E 1009 96 95 3 East Side. Middle North SG 8.4 124.5 1009 98 95 4 East Side, North End SG 9.3 126,0 1009 100 95 • • • Lab Molsture-Density Data: 'Lsb' soil- .Source -i. :,Max.'Dry . • . • Optimum Retained ::'..M=O • - .sample ,Type Densgy '. .Moreturo' anU4 Test Method 1009 Gravelly Sand Lake Erie Pit y 128.5 11.5 38 ASTM D1557CC Comments: GeoTest arrived on site as requested by the client to probe and perform compaction tests on Import fills. All import WI compaction tests exceeded 95%compaction. • • Copies; Client Submitted By:. Grant Richardson Technical Director u.en.,sAN.it.3 .• au,v w,m:w..n.T hia/wood shag nal be repro:Veed extent In full,'.hai,I the wnbtn oppro"I°r GeoTele SeMc X.Inc. The ahnve teatrOi$U tale onytote sample(or lccaae,t tSath tapynpm o l 9B3 GrS WWw.Aeote$t.ino.cnen TOTAL P.11 Ron Smith Architect, Inc. P.S. 819 Commercial Avenue • Suite C • Anacortes, WA 98221 (360) 293-2585 •FAX: (360) 293- 1595 •e-mail: ronsmith@fidalgo.net Transmittal Letter To: Don Measamer,Senior Plans Examiner Via: -- City of Anacortes Planning& &Community Development Department From: Ron Smith Project: San Juan Composites Project No: 0414 402-34th Street Anacortes,WA Re: Building Permit Submittals No. Page(s) Date Description 1 1 06/02/04 Transmittal Letter with remarks 1 2 06/02/04 Response letter to City on Anacortes from Ron Smith Architect 2 C1 05/24/04 Herrigstad Engineering-Site Improvements Plan 2 2 06/01/04 Geotest-Soils Report 2 2 -- Mechanical Plan/Submittals 2 2 -- Floor Plans Remarks: Let me know if you have any questions or need more information. Thanks. fr Page-1 Development Review Group Proposed Agenda April 27, 2004 - 1:15 p.m. 1. 4423 Anaco Beach Road - Pre-application for 3-lot short plat. Charlie Barefield - 1:15 p.m. 2. 502 34th Street- Commercial building permit application, drainage, and street improvements. Bill Wooding - 1:30 p.m. 3. 3102.T Avenue - Commercial building permit application, drainage,'and street improvements. Bill Wooding - 2:15 p.m. 4. Chamber of Commerce - Proposed planters (36 inches in diameter and 30 inches high) on sidewalks along Commercial Avenue. Nancy Jankelson -2:45 p.m. 5. Petition to vacate portion of Oakes Avenue between Block 1901 Northern Pacific Addition and North of Blocks 1902 and 1802 Baring Addition. Woolworth - 3:00 p.m. .73 ttN :1-: 1- _, l-..,E :9: :_ .'4 P. 001 Geo\Testo ,,a Services, Inc. .sed J„' 741 Marine Orin gum . Belilnoham.WA 98225 WE*r , 360-733-731a/Fax-133-1418 g -, t, "GewFax" To: ►' "u lt ©Fax:4541)• From: Date: Re: Pages: , including this pa Urgent C For Revie.ID Comment Reply Hard Copy Following • Comments: • RECEIVED JUN - 2104 • ouULl aM ` coas� °� • Note: This is a confidential message/document, intended solely for the person to whom it is addressed. If you receive this message in error, please forward it to the correct person, or contact the sender noted above. Thank you! IUN701-.;004-T'ic 0q; 5: :.M • P, ilil' `N c,e o 'eS t' 741 Marine Drive V�\..rr 1 I Bellingham,1NA 9822S ;0133_7318 8a82r, 5276 '370733 7418 W. FIELD DENSITY/ MOISTURE TEST REPORT • SOILS ASTM D2922/03017 PROJECT: San Juan Composites JOB #: 4230 ADDRESS: 34th and U Street,Anacortes REPORT*: S1 CLIENT: Lake Erie Trucking TEST DATE 5-24-04 CONTRACTOR: Client PAGE#: 1 of 1 PERMIT#: INSPECTOR:JK Compaction of: Import Fill Field Data: TEST • • • • COMPACTION COMPACTION II .DENSITY SAMPLE % ATTAINED REQUIRED e•• 99 95 Middle South SG 7.5 121.6 100996 95 Side, 009 98 95 North • 009 100 95 Lab Moisture-Density Data: -.Lab , . . Soil' ` .'Source Max.:Dry. .Optimum Retained M-D Sample . _ Type • Density , Moisture on#4, TestMethod• - # IPA (%) '(%) 1009 Gravelly Sand Lake Erie Pit 126.5 11.5 38 ASTM D1557C Comments: GeoTest arrived on site as requested by the client to probe and perform compaction tests on Import fills; All import fill compaction tests exceeded 95%compaction. RECEIVED JUN - 1 2004 • QUANTUM CONSTRUCTION Copies: Client Submitted Byy€ ..- 4/ -Grant Richardson Technical Director .4...w.e.,.e.r..p..•CPI.m.,•.•ye•.u•„m,...ra,...mIs report shell not be reprodvcad except in full.wr9afut We wnaat approval of GeoTeat services.Inc. Tna above test molts fatale only to the sample(Of location)tate4 Copyrght 0 1993 GTS www.9e teSl-InC.Com CERTIFICATE OF MAILING o vtlarigi Cp4r I, Kathy Janke, certify that I mailed, postage prepaid, copies of the foregoing document on April 26, 2004 to each of the following-named parties at the last known post office addresses, with the proper postage affixed to the respective envelopes: Kathy Jank PROJECT: San Juan Composites Documents: DNS/checklist/drawings Department of Ecology SEPA Environmental Review P.O. Box 47703 Olympia, WA 98504-7703 DNS ONLY Bill Wooding 13540 Rosario Road Anacortes, WA 98221 Engineering Building • yr ;or DETERMINATION OF NONSIGNIFICANCE City of Anacortes Description of Proposal: Construction of a 25,000 square foot pre-engineered steel building for new boat construction. San Juan Composites Proponent: William Wooding Location of Proposal, including street address if any Generally, Lot 54, Anacortes Industrial Park, south of 33rd Court adjacent to the Tommy Thompson Trail, Anacortes, Skagit County, Washington. Lead Agency City of Anacortes The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ❑ There is no comment period for this DNS. ® This DNS is issued under 197-11-340(2); the lead agency will not act on this .roposal for 17 days from the date below. Comments must be submitted b : May 13, 2004 Responsible Official Ian S. Munce Director of Planning and Community Development P.O. Box 547 Anacortes, WA 98221 (206) 299-1942 4/23/0¢ Signature D to PUBLISH: April 28, 2004 1 9.� CERTIFICATE OF POSTING I, Larry Androuis , certify that I posted at least one/four copy(ies) of the DNS for the San Juan Composites DNS — 25,000 square foot building - on the subject property or in conspicuous public places within 300 feet thereof on the 27 day of Apn / , 2004. Signature Ct.iegay 4rLaAndrews Title Building Inspector Additional notices were posted at the Municipal Building, Library, and Post Office on the zL day of 0 , 2004. Signature \ K y Jank Title Land Use Permit Manager 4' ,-, ,, , ( ? Anacortes 4, American 1 901 6`h Street,Anacortes WA 98221 360-293-3122 Affidavit of Publication THE MATTER OF. A4210 :DNS- SJ COMPOSITE. CITY OF ANACORTES . In the Superior Court of the State of Washington In and For Skagit County STATE OF WASHINGTON Proponent: County of Skagit sis William Wooding The undersigned, being first duly sworn on oath Location of Proposal, deposes that he/she is principal clerk of the Anacortes including street American,a weekly newspaper.That said newspaper has address,if any: I Generally, Lot 54, Ana- been approved as a legal newspaper by the Superior Court of ;'1"SIr. ON cortes Industrial Park, Skagit County and it is now and has been for more than six .r Co/;; :,,,t,, t south of 33rd Court ad-jacent to the Tommy months prior of the publication hereinafter referred to, iY ,, *?; a Thompson Trail, Ana- published in the English language continually as a weekly tortes, Skagit County, newspaper in Skagit County,Washington, and it is now and `,. 'a°i W; Washington. 9 9 gDOStit ` during all of said time was printed in an office maintained at ��`"��' Lead Agency: the aforesaid place of publication of said newspaper. Determination of City of Anacortes That the annexed is a true copy of an advertisement Nonsignificance This lead agency for with publication dates, as it was published in regular issues this proposal has deter- (and not in supplemental form) of said newspaper City of Anacortes mined that it does not commencing with the issue of: APRIL 28. 2004 and have a probable signifi- ending with the issue of: APRIL 28,2004. Description of cant adverse impact on Proposal: the environment pro- That such newspaper was regularly distributed to its Construction of a vided that the condi- subscribers during all of said period.That the full amount of 25,000 square foot tions set-out below are pre-engineered steel I satisfied. Accordingly, the fee charged for the foregoing i-in the sum of $53.30 . buildingII srufor new boJuatn an environmental ststatement ) is �'.` construction. San Juan pact statement (EIS) is Composites not required under RCW 43.21 C.030(2)(c). They Chika Anacortes American This decision was made after review of a com- pleted checklist and Subscribed and sworn to before me this other information on file I with the lead agency. This information is avail- « day f 004. able to the public on re- quest. There is no comment John C. Da ton, period for this DNS. Notary Pub " and for the State of Washington This DNS is issued un- der 197-11-340(2); the Clerk's filing lead agency will not act stamp: on this proposal for 17 days from the date be- I low. Comments must be submitted by: May `4``ot,,tG„DA �/®°°®®° 13,2004 Responsible Official: • T Ian S. Munce, Director �0�?SS10N F4.A �° of Planning and Com- ® ?fig O. ARy9�°; munity Development - io cn P.O.Box 547 S •i c.� ®-" Anacortes,WA 98221 pVB�\G � (360)299-1942' �p\, ,� %`me I Signature: °O°°°�T%\CPRIL 7, �'wa Date: °°Pi°OP W PS.ea°`° PUBLISH: .'®/ilt11U111\ Anacortes American April 28,2004 A4210 i . Is-rr Y O City of Anacortes Permit#: BLD-2004-9554 904 6th Street Issue date: 07/20/2004 ,""101Mell,r, P.O.Box 547 :42 CO: Anacortes, WA 98221-0547 Expire date: 07120/2005 ':�O .' —W: (360) 293-1901 Job Address: 402 34TH ST Permit Type: Commercial Building Permit ANACORTES WA 98221 Project: APN: Remarks: Construct a pre-engineered metal building with hydraulic floor heat, 5 ton crane and unisex bathroom Owner: WILLIAM WOODING Contractor: QUANTUM CONSTRUCTION INC Address: 13540 ROSARIO RD Address: 12761 QUANTUM LN ANACORTES WA 98221 ANACORTES WA 98221 Phone: (360)293-7332 Phone: (360)293-0656 License#: QUANTUM*66DF General Information: Fees: Building Valuation 516587 Plan Review Deposit 853.53 #BOILERS< 100000 BTU 2 Traffic Impact Fee 9,450.00 #of Backflow Devices 1 Building Permit Fee 2,365.25 #of Water Closets 2 Plan Review Fee 853.53 #of Urinals 2 Mechanical Permit Fees 52.90 #of Slop Sinks 2 Plumbing Permit Fee 83.00 #of Lavatories 2 Sewer Inspection Fee 50.00 State Building Code Fee 4.50 Sewer GFC-Commercial 5,150.00 X- iF -- , r X- -X- CO CO - Total Calculated: 18,862.71 X- 46a i4 o i o * m �`-- - o ' Deposits/Receipts: 853.53 �- v -x- -x- - is 44 CO a) o i { 0 O N -X- O i O m X- 44 0 0 69. 4 e N m as oo .*a o o 'a Total Due: 18,009.18 F N 4f3 *Cc. -4 .. -x- Yt m m 3 u T • if- m -X- * V3•ff) , A CO V i--. N. — * N. 4. CO CD O 44 = if- iE iE i it CO O ON 2 iE L i4 I -X `- -Q -iE E ! -X- ea _4 * co * i it 3f -x- iE * 1 44 00 -Cr) ie ¢ i4 m 0 if ie i 44 Oif — if N 1 ii * d 0 iF it i -X LL i Y F- if iE II II II it 0 Q -X- 44 N W ii it 4., -X- 44 -X- T K 44 N -X- * m it -X- CO y GIt * cnX- ,— _ W 444 U 4E E a 4- ->F W i4 �- W m 44 -M a if 44 m CC C` r it C it LL S 0 * Q Y t-- -X- -X- N i0 * \ N _ F-- CI iF J C-J -X- -* U) 4-I * i-. -]E % 0 ii .- .E i4 i--i CO * -- -f X- � -- : if -X- t. F- i-+ L-O At -X- * O O X- O) O \ d N �"X" N O 4- * iE I- ++ if O CC U a) � W O al T L N 44 iE Q N -X- C i4 �' U -N- 0- 0= X- COU) -k o -X C _ _. O -X- iE 4 U CO i4 X- C . Y __ 4E 44 O U) L 4P THIS P RIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER ,STATE OR LOCAL LAW REGULATING LL)reC STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Y' 1 1 n • SIGNATURE OF OWNER OR AUTHORIZED AGEN ' ISSUED BY CITY OF ANACORTES San Juan Composites ENVIRONMENTAL CHECKLIST FORM A. BACKGROUND 1. Name of proposed project, if applicable: San Juan Composites 2. Name of applicant: William Wooding 3. Address and phone number of applicant and contact person: 13540 Rosario Rd 293 7332 Contact: Bill Wooding 4. Date checklist prepared: 4-15-04 5. Agency requesting checklist: City of Anacortes 6. Proposed timing or schedule (including phasing, if applicable): Construction will be during the summer of 2004 7. Do you have any plan for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know that has been prepared, or will be prepared, directly related to this project. NA 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the affected geographic area covered by your proposal? If yes, explain. NA 10. List any government approvals or permits that will be needed for your proposal, if known. City of Anacortes building permits will be required for each building. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat these answers on this page. Build new 25,000 s.f. Pre Engineered steel building w/5 ton crane for new boat construction. Building will have a mechanical room and bathroom. 2 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and Section, Township and Range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site. Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available_ While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. ANACORTES INDUSTRIAL PARK ADDITION;ALL THAT PORTION OF LOT 54 DESCRIBED AS FOLLOWS;COMMENCING AT THE NORTHEAST CORNER OF PARCEL"A" OF SAID ANACORTES INDUSTRIAL PARK ADDITION; tHENCE NORTH FOR 85 FEET OT THE TRUE POINT QF BEGIINNING;THENCE CONTINUING NORTH ALONG THE EAST LINE OF THAT CERTAIN TRACT PREVIOUSLY CONVEYED TO VITOMIR RUZICH& GOJKO MIMICA RECORDED UNDER AF#8711300038,FOR A DISTANCE OF 223 FEET TO 1'HE NORTHEAST CORNER OF SAID TRACT; "HENCE SOUTH 89-59-40 EAST FOR 75.34 FEET TO THE WESTERLY LINE OF ME BURLINGTON NORTHERN RAILROAD COMPANY RIGHT OF WAY; THENCE SOUTH 23-55-10 EAST ALONG THE WESTERLY LINE OF SAID RIGHT OF WAY OF 233.47 FEET; [HENCE SOUTH ALONG THE EAST LINE OF LOT 54 FOR 109.58 FEET TO THE NORTH LINE OF 34TH STREET;THENCE WEST ALONG THE NORTH LINE OF 34TH STREET FOR 80 FEET;THENCE NORTH FOR 100 FEET;THENCE WEST FOR 90 FEET TO THE POINT OF BEGINNING B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the affected geographic area(circle one). Flat, rolling, hilly, with steep slopes, mountainous, other b. What is the steepest slope on the site(approximate percent slope)? 2% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The Skagit County Soil survey identifies the soils as Xerorthents and Bow urban land soil. d. Are there any surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. Approx 150 cu yd for building excavation. 2 3 f Could erosion occur as a result of clearing, construction or use? If so, generally describe. The entire site is covered with rock shale or buildings. The site is relatively flat and erosion would be very minimal. g. About what percent of the site will be covered by impervious surfaces after proposal construction (for example, asphalt or buildings)? h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: We will be using Best Management Practices 2. Air a. What types of emissions to the air would result from the proposal(i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Some dust during earthwork construction. b. Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally describe. None. c. Proposed measures to reduce or control emissions or other impacts to air, if any: During construction, periodic watering of exposed earthwork in roadways will reduce dust particle emissions. 3. Water a. Surface (1) Is there any surface water body or on in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Fidalgo Bay is with in 'A mile of downstream of this site. (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, describe and attach available plans. No. (3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NA 3 4 (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known. No. (5) Does the proposal lie within a 100-year floodplain? If so, note location on the affected geographic area plan. No. (6) Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground (1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. No. (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: domestic sewage, industrial, containing the following chemicals...; agricultural;, etc.). Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s) are expected to serve. None. Sanitary sewer system will be tight lined to city treatment facility. c. Water Runoff(including storm water): (1) Describe the source of runoff(including storm water) and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from the proposed site will be generated from roofs and parking. This will be collected through a storm drain system and to a biofiltration swale. (2) Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Runoff will be controlled through a storm drain system. 4 5 4. Plants a. Check or circle types of vegetation found on the site: deciduous trees: alder, maple, aspen, other evergreen trees: fir, cedar, pine, other shrubs grass _— pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? None. c. List threatened or endangered species known to be on or near the affected geographic area. None. d. Proposed landscaping, use of native plants, or other measures to preserve pr enhance vegetation on the affected geographic area, if any: Landscaping will be provided as required by City of Anacortes Lanscape Ordinance. 5. Animals a. List any birds or animals which have been observed on or near the affected geographic area or are known to be on or near the affected geographic area: Birds: None Mammals: None Fish: N/A b. List any threatened or endangered species known to be on or near the affected geographic area: None. c. Is the affected geographic area part of a migration route? If so, explain. No. d. Proposed measi es to preserve or enhance wildlife, if any: None. 5 6 6. Energy and Natural Resources a. What kinds of energy(electric, natural gas, oil, wood, stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and natural gas will be the sources of energy for the proposal. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Energy conservation features as required by State and local codes. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? List other proposed measures to reduce or control energy impacts, if any: No. (1) Describe special emergency services that might be required. None (2) Proposed measures to reduce or control environmental health hazards, if any: None needed. b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? This is an industrial area with associated noises. (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. This is a boat manufacturing building with associated day time noise. (3) Proposed measures to reduce or control noise impacts, if any: None. 6 7 Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is used for boat building, boat storage,and boat repair. b. Has the she been used for agriculture? If so, describe. No. c. Describe any structures on the site. Existing 25,000 square foot manufacturing building. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? Zoning is Industrial. f. What is the current comprehensive plan designation of the site? Industrial. g. If applicable, what is the current shoreline master program designation of the site? N/A. h. Has any part of the site been classified an"environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? 10 people. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any? N/A. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal fits and existing lands use. 7 8 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None needed. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal building material(s)proposed? 34 feet in height and steel frame construction. b. What views in the immediate vicinity would be altered or obstructed? Adjacent properties are also industrial. c. Proposed measures to reduce or control aesthetic impacts, if any: Allow view corridors around the buildings. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any? Site landscaping. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed proposal displace any existing recreational uses? If so, describe? No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the proposal or applicant, if any? None. 8 9 13. Historic and Cultural Preservation a. Are their any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: N/A. 14. Transportation a. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show on site plans, if any. 34th and "T"Avenue are adjacent to the site. State route 20 is % mile away. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The nearest public transit stop is approximately 2 blocks west. c. How many parking spaces would the completed project have? How many would the project eliminate? 38 parking stalls will be provided. d. Will the proposal require any new roads or streets; or improvements to existing roads or streets, not including driveways? If so, generally describe(indicate whether public or private). No. e. Will the project use(or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed proposal? If known, indicate when peak volumes would occur. Unknown. g. Proposed measures to reduce or control transportation impacts, if any: None. 9 10 15. Public Services a. Would the proposal result in an increased need for public services(for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The proposal would place additional demands on public services; however, the proposal would generate tax revenue to cover these services. The facilities to meet this increase demand are already in place. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas,water, refuse service,telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity that might be needed. Water, refuse collection and sanitary sewer - City of Anacortes Electricity, gas,telephone, table TV - C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. 1 Signature Date Submitted 10 11 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS 1. How would the proposal be likely to increase discharge to water, emissions to air, production, storage or release of toxic of hazardous substances or production of noise? Through the manufacturing of boats and related products. Proposed measures to avoid or reduce such increases are: Standard manufacturing practices. 2. How would the proposal be likely to affect plants, animals, fish or marine life? None. Proposed measures to protect or conserve plants, animals, fish or marine life are: None. 3. How would the proposal be likely to deplete energy or natural resources? None. Proposed measures to protect or conserve energy and natural resources are: None. 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated(or eligible under study)for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains or prime farmlands? None would be affected by this development. Proposed measures to protect such resources or to avoid or reduce impacts are: None. 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? No affect will be felt by this development. Proposed measures to avoid or reduce shoreline and land use impacts are: None. 6. How would the proposal be likely to increase demands on transportation or public services and utilities? The proposal would likely increase demand on transportation and public services to the extent that growth is occurring in the area. Proposed measures to reduce or respond to such demand(s) are: None. 7. Identify, if possible, whether the proposal may conflict with local, state or federal laws or requirements for the protection of the environment. None. 11 4 o. (c, ss SIDE >' as N `e // CD - Y S Q - •:r COS/S fM�SSYII RIM QEY.=ro.ou c/5 FIY FIEV= I/4 U5 Ba . 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I •':IYPEI SAN JU.AN SAN JUANgm �Pmr ma 9n roPs10 x eao' ^ a erg oB.COMPOSITES COMPOSITES z�11mD sn a�ILOT AqSI 01 MDT Sr CO ,wrA=Il.aaz s< fxar eulmwc AD D iL 6E1! 3a CC 1NY MONG L WM S QJ BXISI'BIC BUILDINGY, fIEY. 362s' 1 �g �„� �_ m ARG=z5.r5o a 7- ._ \\ - @01111W P aL833 S 'c4 ggmE '�' r EiEvracs0' I • G.scull IANDSOWINO 1�L�EM $�SF 0 3 arnAa EEEv=Des' -- 1 Fur Euv=s �! `- I 1 \ MISISOP FROM 1D a 4451 SF >— _o_a-- 6023 '� 400 - \' 1 1 D AIN a E\\ EXbT.elac _ 20.00,I8IPANIC/ or, i —1 FLOOR Wv.=I334Y _ S '' t 4I - 1= I �!Y /.saat o m o 0 \ \ —J—i 3 cB r -1 2D.DD - \ �. \ Ifl/P1VD®W .!7 Sb11LS\^ I \\ I —f-1b am6 \-F 9E EXTRUDED e,CURS • ,.t x �OB .a 1 \\ 10&,HYanW^AeoNDD-.�sw1S enEgl Ie2 �NMFfRAO]YNECr. PVC 1 ROOF CAAM - - .�'O �' 4. 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V T K n n A6'\8'AA.C.V - e - s ix m m 50 A CB PROPOSED SITE IMPROVEMENTS �. > + \ I G� 8 3 .> ° .,,,. it _. Cu El i , H •rM / E. .',•` a SHEET NO. g !EMPIRES 6/02/05 1 i Approved for construction subject to the City pgy.;- of AWecertee Design Standards,ApPDceble JOB N0:250 Ordinances and Codes as 01 Data of Approval. DATE: A2dI L 2004 GRAPHIC SCALE SCALE 1"=so' .30 o Is 3o a CITY ENGINEER DATE DRAIN:D.BE00100MD Conde: otion for the approved project Is to start One year of this date. CHEM D.ESPE SPAR i a. 30 M 06C It. ' Drwq Dote 4-5-04 SUET 1 of 1 Lorusvvirma L[CLClMaC r9131 LGrC7 TYPE DATE DESCRIPTION \/7 GENERAL NOTES 1.MATERIALS ASTM DESIGNATION // STRUCTURAL STEEL PLATE A529 OR A572 OR A1011 S5 GRADE 50 COLD FORMED LIGHT GAGE SHAPES A1011 SS GRADE 55 / BRACE ROOS STRUC A572 GRADE 65,UNLESS NOTED TURAL CABLES A475 GRADE EHS I HOT ROLLED MILL SHAPES A36 OR A572 FY=36 KSI OR GRADE 50 HOLLOW STRUCTURAL SECTION(HSS) A500 GRADE B BUILDINGSVVP ROOF BOLTS AND WALL SHEETS A653 OR A792 307 AND A325 ADE 50 3 5,UNLESS NOTED VARCO-PRUDEN 2.STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3.A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS AND DETAILS ARE DRAWING INDEX SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE-TENSIONED AND INSPECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISCIRCSC"SPECIFICATION FOR STRUCTURAL JOINTS DRAWING TITLE PAGES USING ASTM A325 EN THE"R1RN-DF-NUTT APPLICABLE WASHERS BUILDING CODE. IGHTENINGPROCEDUREISA490 BOLTS'AND THE U ED. IFOTHERBOLTTIGHTENNGP OCEDURESAREUSE ARE NOT REQUIRED D, Cover Sheet LONGER BOLTS AND WASHERS AS REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS, Notes 1 Anchor Bolt Plan 4.BUILDER/CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE 40..."..41 Primary Structural CONTRACT DOCUMENTS,VP BUILDINGS DESIGN,FABRICATION,QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK(A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) Secondary Structural IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, Covering THE VP BUILDINGS PLANS SHALL GOVERN. Special Drawings ,`_ IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND j ��' NECESSARY PERMITS FROM CITY,COUNTY,STATE,OR FEDERAL AGENCIES,AS REQUIRED, Standard Erection Details .' ��/\ APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR'S ACCEPTANCE OF THE C1 C. w{\\\\`��r�\ VP BUILDINGS INTERPRETATION OF THE CONTRACTPURCHASE ORDER. I "' .,\may' tip`* ,I \\�a�.\'�. „ ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE,CHANGES I e f '^I `�\\��. '�\\�, FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/CONTRACTOR FOR MATERIAL, 1 ,� "" `,+1�a` �� 11�1 ENGINEERING,AND HANDLING FEES.SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE —.�.�� ,\\,�\ .\\\ C I��\ I I�tll'� FABRICATION AND/OR SHIPPING SCHEDULE.A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE C ��"�-. ly"O�� \\N.\C\ - MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE,AS LONG AS VP BUILDINGS DESIGN AND t `.—"`�..`/` �\S t ,_`.jii!! ll DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER 's �``! `��tl�I ALL INTERFACE BUILDER CE AND COMPAT/CONTRACTOR IBILITY CONCERNING ANY MATERIAIE FIRM ARE RESPONSIBLE ALS NOT R IHE OVERALL U NISHED BY VP BUILDINGS ARE C C /\�` `` % I� �!` I�' ,IJI r TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM, UNLESS SPECIFIC _ I -1j` I'!'' I �� r:' DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE .i� �:. I' Y PURCHASE ORDER,VP BUILDINGS ASSUMPTIONS WILL GOVERN, /' 1 . y�jl! I ell `/� ��!!r I THE BUILDER f CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS r ' \\ ! COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY.SUPPLYING �/�\,+`- ..- FIII SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR `,�Il'I I ` CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACING AS THE ENGINEER - '� , OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCION PROJECT. Al 5 - ��� `,� ( III. (� BUILDING COMPONTHE BUILDER/ ENTS N ACCORDANCE WITH CTOR IS RESPONSIBLE OR SETTING VP BUR-DINGS"FORCHOR BOLTS AND ERECTION CONSTRUCTION"DRAWINGS.F STEEL t " 'j�l/l� I I TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY j1 � �\ I it ` ` .,,`` ! OF THE ERECTOR TO DETERMINE,FURNISH,AND INSTALL A - ��� ` '��� 5.VP BUILDINGS IS AN APPROVED FABRICATOR ��F,I�IIF ° "` '' !�I I WITH THE FOLLOWING CERTIFICATIONS: iii IAs APPROVALS �� ����lAjr I �I�������� �� !�401 di APCAOIVN CA NC -3 WI MO OH -AR 4'il IIIIIIIIIIIIIIIIIii1111111 �, APPROVAL# FA-240 FA-376 FA-377 FA37B FA-3B& FA-394 FA-0.01 ��11III �. ISOEDD1 CERTIFIED 1jCITY OF LOS TIFIEDANGELES TYPE 1 FABRICATOR r CITY OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION VP Buildings,Inc. 3200 Players Club Circle Memphis TN 39125 meo vnxE x0WmEOTHEEIFORMAnONHEREON, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP Live Loa code: 9]VBC xEMAIPi'SamEPROPFmrorep xu LDNoc COVER SHEET �OO yT:2S0.K-3 I/ AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED SY VP. THE Live Load: (Reducible) 20.00 psf +''""^ VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN Coll. Load:Cravity 5.00, Uplift 0.00 ps= IEINEs ILAWFOREEcnxamSELE C mom .loan General Contractors, Inc. SHALL Nbf HE MODIFIED REPRODUCEDOR MED FOR OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO Wind Speed: 80.00 mph, Wind Exposure: C gxramER PURPOSE WEHOUFPRIDR WRDIEN CUSTOMER p p P APPRCVALOF VP BUILDINGS. � WILLIAM W. WOOD/NG SATE ANY DESIGN OR PERFORMANCE REQOIREMENTS SPECIFIED BY VP. Ground Snow: 25.00 ocgnax � 1/10/2004 , Roof Snow: 25.00 sP aanpoeMEGEMERALeoeAccTO AMCOR ERECTOR OonIo Y .,,s,o P ResPOclao FOR AaCURgel Goon CUNnY WlRMMANSHIP L Anacortes, , Washington VPBUILDINGS DRAWNJECIeR Snow Exposure Category: 1 Fully Exposed wERFrnNDmIBMIUMNOmmNwRMRNCEWmnxw „ ORgWINp GETgUH REF2p NCF➢INIXISEMWINO, VP BUILDINGS,INC. PROJECT N®Rue, Seismic: zone 3 gLIAPPuIABLEVPeexmX0.ReRECROM OMmEs, Wooding Ruilding Use:Standard Occupancies ERECTOR.INCLUDING THE W R AND INDUSTRY STANDARDS PERTMMIMTMEIDPER PRECFUCE OF MPDRARY RISC CATG.MB CERTIFIED BUILDERS PMuse RECLAIM 4.5b PAGE MG nmSAMe 3/12/2004 B:50:03 100 X 250 Quantem Con 2-24-04.VPC ()Frame Member Schedule OA325 Bolt Connection S Plate Schedule Frame Clearances Part Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1(CX009) and 9(CX010) : 91 1 CX009 1 6" .3750 .1875 1'-2" 3'-4" 30'-7 7/16" Dia. Length Thick. Out In Bolt Horiz. Clearance between members 1(CX009) and 10(CX010) : 5 1 2 6" .5000 .1875 3'-4" 3'-4u A 12 3/4" 2 1/2" 3/4" 4 2 Horiz. Clearance between members 2(CX009) and 9(CX010) : 91 1 RBX013 3 6" .5000 .1875 3'-0" 11-10" 30,-1 13/16" B 6 3/4" 2" 1/2" 1 3 Hartz. Clearance between members 2(CX009) and 10 (CX010) : 5 4 6" .2500 .1345 1'-10" 1'-10" C 10 3/4" 2" 1/2" 2 3 Vert. Clearance at member 2(CX009) : 301-7 3/8" RBX014 5 5" .3125 .1644 1'-10" 2'-8" 201-0" D 2 3/4" 1 1/2" Vert. Clearance at member 9(CX010) : 30'-7 3/8" RBX015 6 5" .3125 .1644 2'-8" 1'-10" 20'-0" Finished Floor Elevation = 1001-0" (Unless Noted Otherwise REX016 7 6" .2500 .1345 1' 0" 1'-10" 30'-4 1/2" 8 6" .5000 .1875 ,r' 3'-0" Crane Clearances at To Rail CXO10 9 6" .5000 .1875 3 3'-4" 30'-7 3/8" Vert. Clearance at C EATA 1-1(Left) : 5'-11 3/8" 10 6" .3750 .1875 11-2" 3'-4" Harz. Clearance at CRANE DATA 1-1(Left) : 2r-1 1/2" EPX004 11 7" .1875 .1345 -4" 1'-4" fil.791//i/iis. 1.000:Y2i. i. 50'-2 1/16. 1.000;- 12a.-_Gieasa`at CRANE TA 1-1(Right) : 5'-11 3/8'°EPX005 12 6" .1875 .1345 1'-11'° 8 5'-0" a 8 5r_0•• Herz. Clearance at TA 1-1(Right) : 2r-1 1/2" EPX006 13 6" .1875 .1345 -7" 6 EPX007 14 7" .1875 .1345 1 -3" 1°-3" III 0 0 0 V a V Q V o o d a v w a O .-1 NIm pmJ pY 0 M N 0 V Lp illif a C' 0 W_W RI 0 m b a g, 0 0 m R' iff, i� --- c m--- • -- --- I.__ M�, a at - °-- V 111111 e (2)RBX0144 I 4 m (2RBXDls(tl RBX0l6 D M m 1 Y`a) T� ' rsF84100�( Q,�o ___ [FB2090 87°-8" C/C of Runway Beams See Drawing: CRANE DATA 1-1 FH3014 (2)F82110 r Q } o LI ea s(2)FB2080 o ti I ' y .) N 'I FB4074 o � G ?�, � k K Tirs4o74 n v w o a w a e ® r w w a ^ Fs4030 HOa.FB2090 � L "'FB3014 " (2)FH2110 e(2)FB2080 1E34030 ® M U 1 o F83020 'Si {E53020 o I i I- Illal FB3tl14 (2)FB2110 - "� G. NV I f-8L_9,L 32'-3" 21'-9°' I 24'-0" j' 131_3" / 100'-0" 6 38'-2" FRAME CROSS SECTION AT FRAME LINE(S) 11 7 3 3/8" 6 2 8 4'-2" 5 1'-6 11/16" 4 3'-5 1/4" 3 4'-0" 2 8 1/2" 1 6'-2" BL to CL of Runway Beam Dimension Key _- VP Ref: Shape Name = warehouse Wall 4, Frame 11 1. USE 1/2 OiA, A325 BOLTS FOR 2QRLSR TO P'ARME, GIRT TO FRAME, P110 Ve ENGI NEEIVS Sew u'P cx nE Building Code: 9YUBC TR'IS FMAINS THE PBOPRRTYOF VPBU:LEINGE. HEREON VP BUlldlnus,Inc ONLY TO Tworm PRODUCT OF AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. in TIED 00nnMon um PERFORMAIJCE Live Load: (Reducible) 20.00 Oaf ITIR PRCNIODDBOLELY FOR ERICA'S THE BUILnu1G FRAME CROSS SECTION AT FRAME LII RE VIREmaRR9 SPECIFIED BY VP, DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 players Club Circle Memphis IN 33125 SEE JOB DETAILS FOR BOLT LENGTHS. TEX VP ENGINEER'S SEAL nous Coll. Load:Gravity 5,00, Uplift 0.00 pat "ALLNOTEEMOOIREO REP"OwCEnOREREB POP 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY To TIE PERSoanNCE Wind Speed: 80.00 mph, Wind E APPOVAL W EBUILDINGS iPRICE WRRTCN REV DATE ELY BEECRIPnO" BUIns' nR DESIGN OF AN( OILIER PRODUCT Exposure: C APPROVAL OF VP 3UILDINn^. PSI. General Contractors, Inc. �� SIDE Or THE WEB AS THE HILLSIDE WARMER OR COMPONENT FURNISHED BY VP Ground snow: 25.00 TIE GENERAL CONTRACTOR ANDIO EBCRaR Is BOLETI cusTGMCRwILLD. W. WOODING EXCEPT TO ANY DESIGN OR PER- , Roof Snow: 25.00 pat Rjryep ECTMLEPO ACCURITE.CONFORMANCE VONKMASSHIP LOCATION TORRANCE REQUIREMENTS Anacortes, , Waahangton SPECIFIED EY VP. Snow Exposure CategO 1 Fully Exposed LAPINaFULSRPREPFAENCEOINSWOMwmn. I UP BUILI]INC ry: gLLAPPUCABLEVPBPELTOH RTAINB� PROJECT wooding V.�mumr seismic: Zone 3 MO INYUSTSY"TANDAROS PERIAININO TO PROPER BERECTO RACING"INCLUDING THE CORRSC(USE OF TEMPORARY NTS BUILDER'S POP ' INC ELISION Swilrli nor TIPP'S k endard pscar anoieO .5b 3/12/2004 8:50:25 FILENAME I00 x 250 Quante= Con 2-24-04,VPC . , . 0 0 0 0 0 0 T 0 0 s® 0 0 1 _ T C I T ? c T C 1 I D1 D5 D5 D5 D5 D5 D5 D5 D51 D5 Dl m 1 m C) m , 1 ri al I I I 1 I I I © 1 I I I D6 D2 I1 1 r. N I I I I I I I I I I 1 q D4 I^ ! , 4 , NY N. D4 1 1 I Ii i i m 0 G I 1 I I I i I I 1 1 1 1 1 OO - '"1 m 1 1 N C ri lial EI B3 II I I I 1 OI I I I 1 I I I 1 I 1 e r. o 1 1 O m N I 1 - 1 M m n2 1 1 1 'I I I I I 1 I I F I/ ! 1 M `/ 03 I I I I I I I I I I D2 O1 ri 1 Bl D5 D5 D5 D5 115 D51 D5 D5 D5 Dl - ED II ? 25'-0" k 25'-0" Ti 25'-0" I 25'-pIE 25F_pIP I 251_0" f I 25'_0" r 251_0N 25'_0u I 25'-0" ✓ I 250°-0" '' 1 ANCHOR BOLT FLAN 2 11-0" 1 1'-3" Dimension Key _ Finashed Floor Elevation - 100'-0" (Unless Noted Otherwise: VP EHGSEI6CA'E sow APPLIES gU11d1n 1119 DRAWING INCLUDING. ,INUDING THE INFORMATION HEREON.CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ABE THE g code: 97UEC REMA1NU BC PM°PERT.'CFVP DDILpNCH VP Buildings,Inc. mod TO THE WORE PRODUCT OF am FOR EPECONGYNE BUILDING TO HE FURNISHED BY OTHERS VP AND DES ION AND PenrommuEce Live Loud: (Reducible/ 20.00 paE D 3200 Players Club Circle Memphis TN 38125 ANCHOR BELT PLAN REQUIREMEIETS SPECIFIED BY VP Ea LR rIXtHEAP{ry.IGEPAELE PYPCHARE RIDCREORDER APO 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWAFLF SHEAR AND TENSION Coll, Load:Gravity 5,00, UP11Et 0.00 p6E ANquNoRGIIRPSE P CIIoelIOEDORU59Dvon TEE VP ENGINEER•11 ZEAL DOESNV ORIEP PIIPPOBE WIINnUr PPIOP WPIriEN REV EATS BY DESCRIPTION BIIIUIEq 15EV PER A.I.SC SPECIFICATIONS (FY - 36 MTh. ANCHOR HOLT LENGTH, EFFECTS NOT APPLY TO TEE PERFORMANCE Wind Speed: 60.00 mph., Wind Exposure: C APPROVAL OFVP BURDIXOB P4L General Contractors, Inc. 0OF COMPONENTS FURNISHED BY t OTHER VPTTHE ERBCPOR 1G 5G2LY dII5T5"FNIAIILLIAM W. NODDING R /�J DATE OF EMBEDDED ANCHOR BOLT IDLE DIIg'ND SOND AND METHOD OF TRANSFERRINGGround Dnow: 25.00 \VV� / RESPONSIBLE FOR=ORATE,GOODOUALGY WORIANIBNIP 1/10/20C FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. ER CEPT TO ANY DESIGN OR PER- , Roof snow: 25.00 per !RENEGUES-BEM REPING IN CONFORMANCE EMI THIS LIXABTN Anacor tee. Washington eonWAEC£ RBOU IAEvENTS GXPWINO DETM IypRECTSO LEOINTHI9DMWIHC VPBUILCIWGB DPAWNIGEIX 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT, SPECIE TED BY VP, Snow Exposure Category: 1 Fully Exposed ML APEUETRVEVPEVIUOBP GmIRIE PROTECT blooding vPr®RECei MI 4. FOUNDATION MUST HE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE Seismic: Zone 3 ERECTION.°ELUDNG THEPEREEGTE TO PROPER BRACING INCLU®NGME[EpflPCr U9EOFlCMpONARY BUILDER'S POP VFGVEPXIGN 4 5b PAGE ACCURATELY 'PLACED A` BROWN ON TRY$ r3RAWENG OR STEEL WILL NOV SIT — B1EE Wino Use:5 tondo rd D4cupapaaO BRACING NTS 3/12/2004 B:50:06 miimmE 100 X 250 Quantem Con 2-24-04.2PC ]UN-ilk.;D004-T'UIE 09: BE AM P 00I Geo Test Services, Inc. � .':-«,:,;�y ; ,; 141 Marine Mine ,-SEL Bellingham.WA 98225 ( Y 380-733-7318/fax-133-7418 ` "G Fctx." TO: @Fax:<NA From: Date: Re: ems,_ .S,7' t_ Pages: , including this pa Urgent -c For Review] Comment Reply Hard Copy Following Comments: REOENED SUN - 12004 won coNsiwt tON Note• This is a confidential massage/document, intended solely for the person to whom it is addressed If you receive this message in error, please forward it to the correct person, or Lorrtact the sender noted above Thank you! Jiipd ii!Ho ii¢ JIE 0 9 : 5 Fri AM P. iji_iu `` 741 Marine Drive f` - CsOOT�ST prllin ham,WA 9B225 f 3 350733_73'18 SE82 1=276 360 733 ]418 FIELD DENSITY I MOISTURE TEST REPORT a SOILS ASTM D2922/D3017 PROJECT: San Juan Composites JOB#: 4230 ADDRESS: 34th and U Street,Anacortes REPORT*: S7 CLIENT: Lake Erie Trucking TEST DATE: 5-24-04 CONTRACTOR: Client _ PAGE#: I of 1 PERMIT#: INSPECTOR:JK Compaction of: Import Fill Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE "LAB COMPACTION COMPACTION # ELEV.. MOISTURE DENSITY SAMPLE % P/ • _ On (%) (pct) i # ATTAINED REQUIRED 1 East Side, South End SG 5.4 125.6 1009 99 95 2 East Side, Middle South SG 7.5 121.6 1009 96 95 3 East Side, Middle North SG SA 124.5 1009 98 95 4 East Side, North End SG 9.3 126.0 1009 100 95 Lab Moisture-Density Data: -Lab I Soil Source Max.Dry .Optimum 'Retained M-D Samplo • . Type , Density , ,• , Moisture on#4, TestMefhod # • (per (%)' (/) 1009 Gravelly Sand Lake Erie Pit 126.5 11.5 38 ASTM D1657C Comments: GeoTest arrived on site as requested by the client to probe and perform compaction tests on Import fills. All import fill compaction tests exceeded 95% compaction. RECEIVED JUN — 1 2004 QUANTUM CONSTRUCTION Copies; Client Submitted By;Le /� L — -Grant Richardson Technical Director rve..n.w.w'r---r..,'.0 vxa,.w.p wc,,,aa,e„ndn.,mm,,,pmle report ehell not be reproduce d oxcept in full,wilheuHhe written approval or GeoTeel seMcee,Ino. Trio above test rssult;relate onlylothe sample(or loceeon)tooted copyrloht ei tJV3 GTS www geoteat-Ir,r..,vrr, DETERMINATION OF NONSIGNIFICANCE City of Anacortes Description of Proposal: Construction of a 25,000 square foot pre-engineered steel building for new boat construction. San Juan Composites Proponent: William Wooding Location of Proposal, including street address if any Generally, Lot 54, Anacortes Industrial Park, south of 33rd Court adjacent to the Tommy Thompson Trail, Anacortes, Skagit County, Washington. Lead Agency City of Anacortes The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ❑ There is no comment period for this DNS. ® This DNS is issued under 197-11-340(2); the lead agency will not act on this .roposal for 17 days from the date below. Comments must be submitted b : May 13, 2004 Responsible Official Ian S. Munce Director of Planning and Community Development P.O. Box 547 Anacortes, WA 98221 (206) 299-1942 9 4/23/04 Signature D to PUBLISH: April 28, 2004 1 09/02/2004 13:34 3604285659 COMMERCIAL PLUMBING PAGE 02/03 f.fe;i52,1otif " al (7- 10.--\ // �p6 nar.v �-++rZ �s�,c�u t rt.c.- •••AsC .�.rrl S moo r2 `Z) 3, Z t C?OC7 &ro tat n-CSC'.A« •. ? .Sae) 000 Th-tj* r l`}r l c f e m o l!.-ro ' - '-{ t l�-ry t t 5 S Q ice!• 'fass",.wvv-Arn, ' "t 13,1 coo 'Dana It t00o i3T t 1* = .-E77 S S . , g' 1 CO )000 Tart., n y °Er, CSit) = "Or ,t w. .�-.A-t „uC7 Ca '�zvrt; ln, ftSTU(-t =Z18 A-'W, 'T©i A-E_ o- c i 1144, ?C 2 sw G O C "St, 11U, J to.J Va2.t> V 7t' rt.-1e, `Cam _ 00 S4! t to " c_t-{ . -#rc ` A-- tAD vim., 6 I` c t.... .c��. ON VnY`a-va " i a-<_11.V1.,k �xTt -re-co 2 WA-e_c 09/02/2004 13: 34 3604295E59 COMMERCIAL PLUMBING PAGE 03/03 I r Ts" slti.L 6/le.p . .. ."/ (1:14 icR-343_,,,n42... • KLFR -�0,,�,�L)5 rn �o e L�3'rv>cgz ME )M /a- «C-i- � c),o7So,1 • I . N ROOM 'S . .iX , „ a 3104 p SO ti r i , A-I re-.. Lvuvart. A., c .s Gv vQrL r TO O6�rSt I ,� re. 04jtC w� DP 1 : ,: : : . 22'-11" ND ro Sc.4c,g, 27 C i , , `"4"ZiYo 37 0 1-- `1,11 -0 A Hi t „ • N,.a . i1 . --,-1 U, : - i ; r . to 34th Street, the east will be mostly untouched to the rail corridor and the north will need orange construction fencing. c. Adjacent properties will be protected by silt fencing during construction as condition require. The biofiltration swales will be constructed as a first step in the project and provide run off control as well as sedimentation trapping. d. The site will be graded and the adjacent swale will be installed as a first order of work. If the work is to commence this winter the swale will require sod being placed in the bottom to provide needed biofiltration. e. The site will require a good deal of imported fill to bring the building a paved surfaces up to grade. The imported material will be primarily pit run gravely material._The exposed soil will require mulching or hydroseeding immediately after grading is complete. f Much of the down slope will be mulched as grading is completed. Silt fencing will be provided at the down slope side of the property. Peak flows are not significant, under 1 cfs along the swale channel even for the 100 year storm event. g. The on-site conveyance channels will be used during construction and as permanent conveyance channels. They were designed to convey the 100 year storm water event and remain stable. h. Sediment traps will be required at all catch basins in the vicinity during construction as identified in the construction drawings. i. Underground utility construction standards will be identified as described on the construction drawings. j. Construction access route will enter from 34th Street on the south side of the project. A construction entrance designed to KCSWDM standards will be required and identified on the construction drawings. k. Construction notes on the construction drawings will identify the timing of the removal of temporary BMPs as identified. 1. De-watering notes will be on the construction drawings. m. Pollutants will be disposed of as required by state and federal law. n. Maintenance of the temporary and permanent erosion and sediment control BMPs will be required as provided for in the DOE manual. See attachment Appendix A for maintenance requirements. o. Performance bonding will be provided in accordance with the City of Anacortes standards. 2. Preservation of Natural Drainage Systems. The existing_natural drainage from this site is by sheet flow mostly to the east and collected into the rail road drainage ditch while the perimeter of the site on the north and south will sheet flow onto the adjoining streets and properties. When the site is graded the drainage will not change appreciably. The majority of the site flow will continue to be directed to the east and into the existing storm drainage ssytems. 3. Source Control of Pollution. This site will be developed for boat manufacturing and employee parking. The site will be 95% impervious. No maintenance will take place on this site out side the buildings. The perimeter of the site will be landscaped into the street right-of-way to the edge of the roads. A spill control catch basin will be installed on site before each biofiltration swale. 4. Runoff Treatment BMPs. Water quality treatment will be provided using a bio- swale as design to be located along each side of the property. The site will provide water quality treatment for the 6 month storm event as provided for in the DOE manual. The biofiltration swale was design to remove 80 percent of the suspended solids and lead. 5_ Detention. A basin analysis determined that the existing storm drainage system has ample capacity for the entire basin and detention will not be provided. 6. Wetlands. There are no wetlands on this site. - 7. Water Quality Sensitive Areas. The presence of a water quality sensitive area is determined by the City official. No indication of sensitive areas has been made. 8_ Off-site Analysis and Mitigation. This analysis mapped the entire basin and determined the capacity of the entire downstream system to Fidalgo Bay. There is ample capacity for the developed runoff from this site as well as the entire developed basin. The outfall is above the ordinary high water mark at the shore line and the outfall spill out down a rock slope to the Bay. 9 City Basin Planning. The city basin plan does not identify this basin as an area of concern. 10. Operation and Maintenance. An operation and Maintenance schedule is provided as Appendix A. 11. Financial Liability. Performance bonding will be provided for as required by City Ordinance and as follows; Drainage Facilities Restoration and Site Stabilization Financial Guarantee Prior to commencing construction, the applicant required to construct drainage facilities pursuant to the drainage requirements in the KCSWD manual must post a drainage facilities restoration and site stabilization financial guarantee. This guarantee must be an amount sufficient to cover the cost of corrective work on or off the site performed specifically for the given project. Before The City of Anacortes will release the projects drainage facilities restoration and site stabilization financial guarantee,the applicant must do the following: 1. Construct the drainage facilities 2. Receive final construction approval from the City of Anacortes 3. Pay all required fees. Drainage Defect and Maintenance Financial Guarantee For any constructed or modified drainage facilities to be maintained and operated by The City of Anacortes,the applicant must do the following: 1. Post a drainage defect and maintenance financial guarantee for a period of two years (see the attached KCSWDM, "Maintenance and Defect Agreement"). 2. Maintain the drainage facilities (per the attached KCSWDM maintenance standards, Appendix A) during the two-year period following posting of the drainage defect and maintenance financial guarantee. Before The City of Anacortes will release the drainage defect and maintenance financial guarantee and assume maintenance and operation of drainage facilities,the applicant must do the following: 1. For plats, record the final plat. 2. For tracts containing drainage facilities to be maintained by the City of Anacortes and not located within the final plat, deed the tract to the City of Anacortes and set property comers in conformance with state surveying standards. 3. For easements containing drainage facilities to be maintained by the City of Anacortes and not located within the final plat, provide easement documents and set temporary survey markers to delineate the easement location. 4. Receive a final City inspection to ensure the drainage facilities have been properly maintained and are operating as designed. 5. Correct any defects noted in the final inspection. KING COUNTY, WASHINGTOI URFACE WATER DESIGN MANUAL APPENDIX A MALNTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITTWS NO. 1 - DETENTION PONDS Maintenance Detect Conditions When Maintenance Results Expected When Component Is Needed Maintenance Is Performed General Trash& Debns Any trash and debns which exceed 1 cubic foot Trash and aeons cleared from site. per 1,000 square feet(this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Poisonous Vegetation Any poisonous or nuisance vegetation which No danger of poisonous vegetation may constitute a hazard to County personnel or where County personnel or the the public. public might normally be. (Coordination with Seattle-King County Health Deparment) Pollution Oil. gasoline, or other contaminants of one No contaminants present other than gallon or more or any amount found that could: a surface film. (Coordination with 1)cause damage to plant,animal, or manne life; Seattle/King County Health 2)constitute a fire hazard;or 3) be flushed Department) downstream dunng rain storms. Unmowed Grass! If facility is located in private residential area. When mowing is needed. Ground Cover mowing is needed when grass exceeds 18 grass/ground cover should be inches in height. In other areas,the general mowed to 2 inches in height. policy is to make the pond site match adjacent Mowing of selectea higher use ground cover and terrain as long as there is no areas rather than the entire slope interference with the function of the facility. may be acceptable for some situations. Rodent Holes Any evidence of rodent holes if facility is acting Rodents destroyed and darn or as a dam or berm, or any evidence of water berm repaired. (Coordination with piping through darn or berm via rodent holes. Seattle/King County Health Department) Insects When insects such as wasps and hornets Insects destroyed or removed from Intertere with maintenance activities, site. Tree Growth Tree growth does not allow maintenance access Trees do not hinder maintenance or interferes with maintenance activity(i.e., slope activities. Selectively cultivate trees mowing,silt removal, vectoring, or equipment such as alders for firewood. movements). If trees are not interfenng with access,leave trees alone. Side Slopes of Pond Erosion Eroded damage over 2 inches deep where Slopes should be stabilized by cause or damage is snit present or where there using appropnate erosion control is potential for continued erosion. - measure(s); e.g.,rock reinforcement,planting of grass, compaction. Storage Area Sediment Accumulated sediment that exceeds 10%of the Sediment cleaned out to designed designed pond depth. pond shape and depth;pond reseeded if necessary to control erosion. Pond Dikes Settlements Any part of dike which has settled 4 inches lower Dike should be built back to the than the design elevation. design elevation. Emergency Rock Missing Only one layer at rock exists above native soil in Replace rocks to design standards. Overflow/Spillway area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip-rap on inside slopes need not be replaced. 1998 Surface Water Design Manual 9/1/98 A-1 APPENDIX A MAINTENANCE NDARDS FOR PRIVATELY MAINTAINED AINAGE FACILITIES NO. 4- CONTROL STRUCTURE/FLOW RESTRICTOR Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trasn and Deons Distance between debns build-up and bottom of All trash and debns removed. (Includes Sediment) onfice plate is less than 1-1/2 feet. Structural Damage Structure is not securely attached to manhole wall Structure securely attached to and outlet pipe structure should support at least wall and outlet pipe. 1,000 Iris of up or down pressure. Structure is not in upnght position(allow up to Structure in correct position. 10%from plumb). Connections to outlet pipe are not watertight and Connections to outlet pipe are show signs of rust. water tight structure repaired or replaced and works as - designed. Any holes—other than designed holes—in the Structure has no holes other structure. than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and down easily maintenance person. and is watertight. Chain leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50%of its surface area. Gate is repaired or replaced to meet design standaros.. Onfice Plate Damaged or Missing Control device is not working properly due to Plate is in place and works as missing,out of place,or bent onfice plate. designed. Obstructions Any trash,debns,sediment,or vegetation Plate is free of ail obstructions blocking the plate. and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the Pipe is free or all obstructions potential of blocking)the overflow pipe. and works as designed. Manhole See"Closed Detention Systems" Standards No. 3 See"Closed Detention Systems' Standards No.3 Catch Basin See"Catch Basins"Standards No.5 See'Catch Basins"Standards No.5 9/1/98 1998 Surface Water Design Manual A—i APPENDIX MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 5 - CATCH BASINS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed General Trasn 3 Debris Trash or debns of more than 1/2 cubic foot wnicn is No Trasn or debris located (Includes Sediment) located immediately in front of the catch basin immediately in front of catch opening or is blocking capacity of the basin by basin opening. mare than 10% Trash or debris(in the basin)that exceeds 1/3 the No trash or debris in the catch depth from the bottom of basin to invert the lowest basin. pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking Inlet and outlet pipes free of more than 1/3 of its height trash or debns. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within the catch basin. gases(e.g.,methane). Deposits of garbage exceeding 1 cubic foot in No condition present which volume would attract or support the breeding of insects or rodents. Structure Damage to Corner of frame extends more than 3/4 inch past Frame is even with curt. Frame and/or Top Slab curb face into the street(If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks wider than 1/4 inch (intent is to make sure cracks. all material is running into basin). Frame not sitting flush on tap slab,i.e.,separation Frame is sitting flush on top of more than 3/4 inch of the frame from the top slab. slab. Cracks in Basin Walls/ Cracks wider than 1/2 inch and longer than 3 feet. Basin replaced or repaired tc Bottom any evidence of soil particles entenng catch basin design standards. througn cracks,or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot No cracks more than 1/4 inch at the joint of any inlet/outlet pipe or any evidence wide at the joint of inlet/outtet of soil particles entering catch basin through pipe. cracks. Sediment/ Basin has settled more than 1 inch or has rotated Basin replaced or repaired to Misalignment more than 2 incnes out of alignment. design standards. 1998 Surface Water Design Manual 9/1/98 A-S APPENDIX A MAINTENANCE S .JDARDS FOR PRIVATELY MAINTAINED \WAGE FACILITIES NO. 5 - CATCH BASINS (CONTINUED) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Fire Hazard Presence or chemicals such as natural gas,oil and No flammable chemicals gasoline. present. Vegetation Vegetation growing across and blocking more than No vegetation blocking opening 10%of the basin opening. to basin. Vegetation growing in inlet/outlet pipe joints that is No vegetation or root growth more than six inches tall and less than six inches present. apart. Pollution Nonflammable chemicals of more than 1/2 cubic foot No pollution present other than per three feet of basin length. surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place.Any open Catch basin cover is closed catch basin requires maintenance. Locking Mechanism Mechanism cannot be opened by on maintenance Mechanism opens with proper Not Working person with proper tools.Bolts into frame have less tools. than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid after Cover can be removed by one Remove applying 80 lbs.of lift;intent is keep cover from maintenance person. sealing off access to maintenance. Ladder Ladder Rungs Ladder is unsafe due to missing rungs,misalignment, Ladder meets design standards Unsafe rust, cracks,or sharp edges. and allows maintenance person safe access. Metal Grates Grate with opening wider than 7/8 inch. Grate opening meets design (If Applicable) standards. Trash and Debns Trash and debns that is blocking more than 20%of Grate free of trash and debns. grate surface. Damaged or Grate missing or broken member(s)of the grate. Grate is in place and meets Missing. design standards. NO. 6 DEBRIS BARRIERS (E.G.,TRASH RACKS) Maintenance Defect Condition When Maintenance is Needed Results Expected When Components Maintenance is Performed. General Trash and Debns Trasn or debns that is plugging more than 20%of Barber clear to receive capacity the openings in the bamer. flow. Metal Damaged/Missing Bars are bent out of shape more than 3 inches. Bars in place with no bends more Bars. than 3/4 inch. Bars are missing or entire bamer missing. Bars in place according to design. Bars are loose and rust is causing 50%deterioration Repair or replace barner to to any part of bamer. design standards. 9/1/98 1998 Surface Water Design Manual A-6 APPENDIX`. MAINTENANCE STANDARDS FOR PRIV" -LY MAINTAINED DRAINAGE FAMILIES NO. 7- ENERGY DISSIPATERS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Components Maintenance is Performed. External: Rock Pad Missing or Moved Only one layer of rock exists above native soil in Replace rocks to design Rock area five square feet or larger,or any exposure of standards. native soil. Dispersion Trench Pipe Plugged with Accumulated sediment that exceeds 20%of the Pipe cleaned/flushed so that it Sediment design depth. matches design. Not Discharging Visual evidence of water discharging at Trench must be redesigned or Water Properly concentrated points along trench (normal condition rebuilt to standards. is a"sheet flow"of water along trench). Intent is to prevent erosion damage. Perforations Over 1/2 of perforations in pipe are plugged with Clean or replace perforated pipe. Plugged. debns and sediment. Water Flows Out Maintenance person observes water flowing out Facility must be rebuilt or Top of"Distributor dunng any storm less than the design storm or its redesigned to standards. Catch Basin. causing or appears likely to cause damage. Receiving Area Water in receiving area is causing or has potential No danger of landslides. Over-Saturated of causing landslide problems. Internal: Manhole/Chamber Worn or Damaged Structure dissipating flow deteriorates to 1/2 or Replace structure to design Post. Baffles,Side onginal size or any concentrated worn spot standards. of Chamber exceeding one square foot which would make structure unsound. Other Defects See"Catch Basins"Standard No.5 See"Catch Basins"Standard No. 5 1998 Surface Water Design Manual 9/1/98 A-7 APPENDIX A MAIM hNANCEcTANDARCS LUK YKIV Al ELY MAIN IA11VLU UKA1INACit FAC1L4i1t.. NO. 8- FENCING Maintenance Defect Conditions When Maintenance is Needed Results Expected When Components Maintenance is Performed General Missing or Broken Any detect in the fence that permits easy entry Parts in place to provide adequate Parts to a facility. security. Erosion Erosion more than 4 inches hign and 12-18 No opening under the fence that inches wide permitting an opening under a exceeds 4 inches in height. fence. Wire Fences Damaged Parts Post out of plumb more than 6 inches. Post plumb to within 1-1/2 inches. Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence (including post,top rails,and Fence is aligned and meets design fabnc)more-than 1 foot out of design alignment. standards. Missing or loose tension wire. Tension wire in place and holding fabnc. Missing or loose barbed wire that is sagging Barbed wire in place with less than more than 2-1/2 inches between posts. 3/4 inch sag between post. Extension arm missing,broken,or bent out of Extension arm in place with no shape more than 1 1/2 inches. bends larger than 3/4 inch. Detenorated Paint or Part or parts that have a rusting or scaling Structurally adequate posts or Protective Coating condition that has affected structural adequacy. parts with a uniform protective coating. Openings in Fabnc Openings in fabnc are such that an 8-inch- No openings in fabric. diameter ball could fit through. NO. 9 -GATES Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed General Damaged or Missing Missing gate or locking devices. Gates and Locking devices in Members place. Broken or missing hinges such that gate cannot Hinges intact and tubed. Gate is be easily opened and closed by a maintenance working freely. person. Gate is out of plumb more than 6 inches and Gate is aligned and vertical. more than 1 foot out of design alignment. Missing stretcher bar,stretcher bands, and ties. Stretcher bar, bands and ties in place. Openings m Fabnc See"Fencing"Standard No.8 See"Fencing"Standard No. 8 9/1/98 1998 Surface Water Design Manual A-3 APPENDL MAINTENANCE STANDARDS FOR PRIV. LY MAINTAINED DRAINAGE FACILIILLS NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Pipes Sediment&Debns Accumulated sediment that exceeds 20%of the Pipe cleaned of all sediment diameter of the pipe. and debns. Vegetation Vegetation that reduces free movement of water All vegetation removed so water through pipes. flows freely through pipes. Damaged Protective coating is damaged; rust is causing Pipe repaired or replaced. more than 50%deterioration to any part of pipe. Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20%. Open Ditches Trash&Debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes, ditches. Sediment Accumulated sediment that exceeds 20%of the Ditch cleaned flushed of all design depth. sediment and debns so that it matches design. Vegetation Vegetation that reduces free movement of water Water flows freely through through ditches. ditches. Erosion Damage to See"Ponds"Standard No. 1 See"Ponds"Standard No. I Slopes Rock Lining Out of Maintenance person can see native soil beneath Replace rocks to design Place or Missing(It the rock lining. standards. Applicable). Catch Basins See"Catch Basins:Standard No.5 See"Catch Basins"Standard No.5 Debris Barriers See"Debris Barriers"Standard No.6 See"Debris Bamers"Standard (e.g.,Trash Rack) No.6 NO. 11 - GROUNDS (LANDSCAPING) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed General Weeds Weeds growing in more than 20%of the landscaped Weeds present in less than 5% (Nonpoisonous) area(trees and shruos only). of the landscaped area. Safety Hazard Any presence of poison ivy or other poisonous No poisonous vegetation vegetation. present in landscaped area. Trash or Litter Paper,cans, bottles.totaling more than 1 cubic foot Area clear of litter. within a landscaped area(trees and shrubs only)of 1,000 square feet. Trees and Shrubs Damaged Limbs or parts of trees or shruos that are split or Trees and shrubs with less than broken which affect more than 25%of the total 5%of total foliage with split or foliage of the tree or shrub. broken limbs. Trees or shrubs that have been blown down or Tree or shrub in place free of knocked over. injury. Trees or shrubs which are not adequately supported Tree or shrub in place and or are leaning over, causing exposure of the roots. adequately supported; remove any dead or diseased trees. 1998 Surface Water Design Manual 9/1/98 e_o APPENDIX A MAINTENANCE: NDARDS FOR PRIVATELY MAINTAINED AINAGE FACILITIES NO. 12 - ACCESS ROADS/ EASEMENTS Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trasn and Debris Trash and debris exceeds 1 cubic foot per 1,000 Roadway free or debris wnicn square feet i.e.,trash and debris would fill up could damage tires. one standards size garbage can. Blocked Roadway Debris which could damage vehicle tires (glass Roadway free of debris which or metal). could damage tires. Any obstruction which reduces clearance above Roadway overhead clear to 14 feet road surface to less than 14 feet high. Any obstruction restricting the access to a 10 to Obstruction removed to allow at 12 foot width for a distance of more than 12 feet least a 12 foot access. or any point restricting access to less than a 10 foot width. Road Surface Settlement, Potholes, When any surface defect exceeds 6 inches in Road surface uniformly smooth Mush Spots, Ruts depth and 6 square feet in area. In general, any with no evidence of settlement. surface defect which hinders or prevents potholes,mush spots,or ruts. maintenance access. Vegetation in Road Weeds growing in the road surface that are Road surface free of weeds taller Surface more than 6 inches tall and less than 6 inches than 2 inches. tall and less than 6 inches apart within a 400- square foot area. Modular Grid Build-up of sediment mildly contaminated with Removal of sediment and disposal Pavement petroleum hydrocarbons. in keeping with Health Department recommendations for mildly contaminated soils or catch basin sediments. Shoulders and Erosion Damage Erosion within 1 foot of the roadway more than 8 Shoulder free of erosion and Ditches inches wide and 6 inches deep. matching the surrounding road. Weeds and Brush Weeds and brush exceed 18 inches in height or Weeds and brush cut to 2 inches hinder maintenance access. in height or cleared in such a way as to allow maintenance access. 9/1/98 1998 Surface Water Design Manual A-10 APPENDCS MAINTENANCE STANDARDS FOR PRIV 1-Y MAINTAINED DRAINAGE FACILITIES NO. 13-WATER QUALITY FACILITIES A.) Biofiltration Swale Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Bicfiltraticn swale Sediment Accumulation Sediment depth exceeds 2-inches No sediment deposits on grass on Grass Layer layer of the bto-swale,which would impede filtration of runoff. Vegetation When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10-inches);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded.Grass should be mowed to a height between 4 inches and 9 inches. Inlet Outlet Pipe Inlet/outlet pipe clogged with_sediment and/or No clogging or blockage in the inlet debns. and outlet piping. Trash and Debns Trash and debns accumulated in the bio-swale. Trash and debns removed from Accumulation bioswale. Erosion/Scouring Where the bio-swale has eroded or scoured Bioswale should be re-graded and the bottom due to flow channelization, or higher re-seeded to specification,to flows. eliminated channeled flow. Overseeded wnen bare spots are evident. NO. 13-WATER QUALITY FACILITIES (CDN 7NUED) B.) Grasslined Filter Strips Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Filter Stnp Sediment Accumulation Sediment depth exceeds 2 inches. No sediment deposits on grass on Grass Layer layer of the filter stnp,which would impede filtration runoff. Vegetation When the grass becomes excessively tail Vegetation is mowed or nuisance (greater than 10-incnes);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded.Grass snould be mowed to a height between 4 inches and 9 inches. Trash and Debris Trash and debns accumulated on the filter Trash and Debns removed from Accumulation strip. filter. Erosion/Scounng Where the filter strip has eroded or scoured Strip should be re-graded and re- due to flow channeiization, or higner flows. seeded specification,to eliminate channeled flow.Overseeded when bare spots are evident. V-Notch Pipe Weir When the V-Notch pipe becomes damaged or Cleaned and property functioning clogged with sediment/debns. weir,such that flows uniformly spread. 1998 Surface Water Design Manual 9/1/98 A-11 APPENDIX A MAINTENANCE '4NDARDS FOR PRIVATELY MAINTAINED nRAINAGE FACILITIES NO. 14- OIL CONTROL FACIL1tES A.) Oil/Water Separators Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed. API Type OWS Monitonng Inspection of discharge water tar obvious signs Effluent discharge from vault of poor water quality. should be clear with out thick visible sheen. Sediment Accumulation Sediment depth in bottom of vault exceeds 6- No sediment deposits on vault inches in depth. bottom which would impede flow through the vault and separation efficiency. Trash and Debns Trash and debris accumulation in vault,or pipe Trash and debns removed from Accumulation inlet/outlet,floatables and non-floatables. vault,and inlet/outlet piping. Oil Accumulation Oil accumulations that exceed 1-inch, at the Extract oil from vault by _ surface of the water vactonng. Disposal in accordance with state and local rules and regulations. Damaged Pipes Inlet or outlet piping damaged or broken and in Pipe repaired or replaced. need of repair. Access Cover Damaged/ Cover cannot be opened,one person cannot Cover repaired to proper Not Working open the cover, corrosion/deformation of cover. working specifications or replaced. Vault Structure Damage- Cracks wider than 1/2-inch and any evidence of Vault replaced or repaired to Includes Cracks in Walls soil particles entenng the structure through the design specifications. Bottom, Damage to cracks, or maintenance/inspection personnel Frame and/or Top Slab determines that the vault is not structurally sound. Baffles Baffles corroding,cracking,warping and/or Repair or replace baffles to showing signs of failure as determined by specifications. maintenance/inspection person. Access Ladder Damaged Ladder is corroded or deteriorated,not Ladder replaced or repaired and functioning properly,missing rungs,cracks,and meets specifications, and is misaligned. safe to use as determined by inspection personnel. Cracks wider than 1/2-inch at the Joint of any No cracks more than 1/4-inch inlet/outlet pipe or any evidence of soil particles wide at the Joint of the inlet/ entenng the vault through the walls. outlet pipe. CPS-Type OWS Monitonng Inspection of discharge water for obvious signs Effluent discharge from vault of poor water quality. should be clear with no thick visible sheen. Sediment Accumulation Sediment depth in bottom of vault exceeds 6- No sediment deposits on vault inches in depth and/or visible signs of sediment bottom and plate media, whicn on plates. would impede flow through the vault and separation efficiency. Trash and Debris Trash and debris accumulated in vault,or pipe Trash and debris removed from Accumulation inlet/outlet,floatables and non-floatables. vault,and inlet/outlet piping. Cil Accumulation Oil accumulation that exceeds 1-inch at The Extract oil from vault by water surface. vactonng methods. Clean coalescing plates by Thoroughly nnsing and flushing. Should be no visible oil depth on water. 9/1/98 1998 Surface Water Design Manual A-20 APPENDIX? MAINTENANCE STANDARDS FOR FRIVAI hi-Y MAINTAINED DRAINAtsr.r.vl.L_.i11ts NO. 14 - OIL CONTROL FACILITIES (CONTINUED) A.) Oil/Water Separators (Continued) Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Damaged Coalescing Plate media broken, deformed, cracked and!or Replace that portion of media Plates showing signs of failure. pack or entire plate pack depending on seventy of failure. Damaged Pipes Inlet or outlet piping damaged or broken and in need Pipe repaired and or replaced. of repair. Baffles Baffles corroding,cracking,warping and/or showing Repair or replace baffles to signs of failure as determined by maintenance! specifications. inspection person. Vault Structure Cracks wider than 1/2-inch and any evidence of soil Vault replaced or repaired to Damage- Includes -panicles entering the structure through the cracks, design specifications. Cracks in Walls, or maintenance inspection personnel determines Bottom, Damage to that the vault is not structurally sound. Frame and/or Top Slab Access Ladder Ladder is corroded or detenorated,not functioning Ladder replaced or repaired and Damaged properly, missing rungs,cracks,and misaligned. meets specifications,and is safe to use as determined by inspection personnel. Cracks wider than 1/2-inch at the joint of any inlet/ No cracks more than 1/4-inch outlet pipe or any evidence of soil particles entenng wide at the joint of the inlet/ the vault through the walls. outlet pipe. B.) Catch Basin Inserts Aaintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Catch Basin Seotment When sediment forms a cap over the insert mecia or No sediment cap on the insert Accumulation the insert and/or unit media and it's unit. Trash and Debns Trasn and debns accumulates on insert unit creating Trash and debns removed from - Accumulation a blockage/restnction. insert unit. Runoff freely flows into catch basin. Inspection Inspection of media insert is required. Effluent water from media insert is free of oils and has no visible sheen. Media Insert-Water Catch basin insert is saturated with water,wnich no Remove and replace media Saturated longer has the capacity to absorb. insert Media Insert-Cil Media oil saturated due to petroleum spill that drains Remove and replace media Saturated into catch basin. insert. General Regular interval replacement due to typical average Remove and replace media at life of media insert product. regular intervals,depending on insert product 1998 Surface Water Design Manual 9/1/98 A-21 �j0P �( HERRIGSTAD ENGINEERING PS Civil Engineer 3001 R Avenue, Suite 210E Dale Herrig:tad,F.E. Anacortes, SnlEs 98221 (360) 299-8804. SAN JUAN COMPOSITES 502 34T$ STREET WATER QUALITY CONTROL PLAN & DRAINAGE ANALYSIS CITY OF ANACORTES February 19, 2001 Revised April 5, 2001 Job# 125 Prepared By: Dale K. Herrigstad P.E. Owner: Lake Erie Trucking W, Wooding 13540 Rosario Road Anacortes, WA 98221 1. PROJECT DESCRIPTION: a. Legal Dt.cription of Property: Lot A & B being a portion of Lot 54, AnacortesInduotrialPark Addition, a: described in survey recorded in Volume 9,gage 31, situated in Skagit County,Washington. b. Lake Erie Trucking S•7. blooding 13540 Rosario Road 2 Anacortes, raA 98221 (360) 293-7332 c. The site is 3.73 acres of partially developed property in an industrial coning area. The site is sloping to the east toward an abutting rail corridor that is presently abandoned and owned by the City of Anacortes. 34th Street borders the property on the south side and an existing manufacturing building is located to the west with mostly undeveloped property to the north. On the site the west 57,300 square feet Is developed with an 11,500 square foot building and 45,800 square feet of paved surface. The remainder of the site is covered with gravel surfaces, fill dirt and poor covering of grass, weeds and blackberry bushes. There are no buildings on the undeveloped part of the site or with-in 15 feet of the property lines. d. A site drawing las been prepared and attached (attachment B). The contour datum ist.othe City of Anacortes datum used with a benchmark taken from a monument at 34th and "T" Avenue of 46.09 feet elevation. e. There are two soil types over the proposed site according the Skagit County Soil Survey.The north 70% of the site soil is classified as Xerorthents,hydrologic group C. The remaining 30% bordering 34th street is Bow Urban Land soil,hydrologic group D. The vegetation on the site is grass, weeds and some brush. Seethe attached existing conditions site plan (attachment C) and Skagit County Soil Survey map and table (attachments A). f. For the undeveloped portion of the site there are no significant existing drainage channels. The sites primarily sheet flows from the west to the east and is collected by a ditch alongthe rail corridor. Some flow may also sheet to the adjoining streets. 2. Background Computations for sizing Drainage Facilities. a. Topographic maps are attached showing the entire basin and the sub-basin used in this design. b. Peak discharge analysis: Two analyses were completed to analyze the basin. The first of the two analyses were to determine the capacity of the downstream drainage system for the 100 year storm event and if ample capacity Is availableto convey the basin in additiontothis. development with out storm water detention. The second analysis is to size the new developments drainage system and designed the water quality control for the impervious paved area outside the buildings. This system will be sized to provide water quality biotreatment for the new proposed paved area,the existing paved area and the future build out of the site. A. ENTIRE DRAINAGE BASIN ANALYSIS: DOWNSTREAM DRAINAGE DESCRIPTION: This analysis is to determine the quantity of water expected from two separate basins that drains through an outlet pipe to Fidalgo Bay East of"V"Placebetween 341h Street and Street "A" and determine if the existing drain pipe hasthe capacity to convey the 100 year storm event. The northernbasin drainsthrough storm pipe in Street "A"and the southern basin drains through storm pipe in 34th Street and the conveyance volumes combine in "V"Place. At that point the drainage travels east to Fidalgo Bay. Seethe attached basin drawings for details. CONCLUSION: The fully developed site flowthroughthe existing conveyance systems for the two described basins is as follows (seethe analysisbelow): North basin 100 year storm flow = 7.68 cfs South basin 100 year storm flow = 9.15 cfs Combined flow of 16.83 cfs The existing storm drainpipe locations and capacities are shown on the attached drawing (attachment E) and pipe report (attachment F). As the drawing indicates the existing storm drain system has the capacity to convey the complete developedbasin for the 100-year storm eventtint will outlet at Fidalgo Bay. The development proposed adjacent to 34"Street east of"T" Avenue in conjunction with this report will not need detention. Also seethe backwater calculation sheet (attachment G)to account or high tide during a large storm event. Water quality treatment will be provided through water quality swales as shown in the accompanying S•7ater Quality CortrolPlan. 2. Background Computations for sizing Drainage Facilities. a. Topographic maps are attached showing the entire basin and the sub-basin used in this design. b. Peak discharge analysis: b. Current conditions; Northern Basin as shown on the attached site drawing (attachment A): TOTAL Land Area (acres) = 11.9 all with soil type Xerortherrtshydrologic group C. The site is industrial in use with an impervious area of 80% Pervious area=2.4 acres CN= 89 Impervious area = 9.5 acres CN = 98 Southern Basin as shown on the attached site drawing(attachment A): The basin is divided among residential use and industrial use. The residential area is 12 acres of the basin and has 3 dulacre or 34% impervious; Impervious - 12 acres •.34= 4.1 acres Pervious Area —12 acres —4.1 acres = 7.9 acres The remaining 6.7 acres is industrial with 80% impervious; Impervious= 6.7 acres•.80 =5.4 acres Pervious Area = 6.7 acres —5.4 acres= 1.3 acres TOTAL Land Area (acres) = 18.7 with three types of soil groups as follows; CN values Hydrologic soil group Land Use A C D Impervious 98 98 98 Residerrtialpervious 76 89 91 Of values are taken from 1995 king County Surface S•7ater Design Manual, Table 3.5.2B.The most recent (1998)version of the king County Manual does not use the SBUH Method. See attachment A. A composite Cif value was calculated for all pervious areas. Soil Type Hydraulic CM Lard Use Area of Percent Area Group pery land use use (acres) (acres) 20 Bow D 91 Residential? 18.7 70% 13.1 grass 70 A 76 Residential? 18.7 15: 2.8 keystone pasture 165 C 89 Residential? 18.7 15% 2.8 Xerortherts pasture CN pervious composite value C{ = 91 ,: 13.1 + 76 x 2.8 + 76 x 2.8 ? 18.7 = 88.5 4 Of pervious. 88.5 CT impervious 98 Time of concerrtration calculation: Calculation performed using WaterWorks Software. See Attachment B for graphical description of flow path. Results of the WaterWor1:s run are attached. Basin 1 300 feet sheet flow through paved and gravel surface @ slope = 4% 366 feet shallow flow through paved and gravel surface CI:. slope = 3.5%t 88 feet shallow canc. flow through ditch @ slope r 1% 500 fec't pipe flow @ slope = 1% It = 10 Minimum Basin 2 300 feet sheet flow through grass yards @ slope = 8%G 400 feet shallow conc. flow through ditch @ slope= 5% 740 feet pipe flow @ slope = 4% Tc = 24 Tc= 0.42InIj8Or TrLr60V WhereV,=k[S0] /2 pJJo.5 (.m0.4 To 0.42 . n L P2 - s K Tc= T T 1 0.42 0.011 300 : 1 4 E 0.04 3 34 . T2 0.42 366 1.4 0 035 27 1.21 • T3 0.42 88 1.4 0.01 17 - 0.86 - T4 0.42 500 lA 0.01 43 1 98 • T total= 7 40 • • • T 1 0 42 0 15 300 1.4 0 08 • 20 49 . T2 0.42 400 1.4 0.05 • 17 1.75 T 3 0.42 740 1.4 0 04 42 1 47 • T total= ' 23.71 SUMMATION: North Basin PERVIOUS IMPERVIOUS A CT{ A CN TC EXISTING 2.4 89 9.5 98 10 1 South Basin PERVIOUS IMPERVIOUS A CN A CN TC EXISTING 9.2 88.5 9.5 98 24 RUNOFF CALCULATIONS: Design ,will use the Santa Barbara Urban Hydrograph Method (SBUH). Rain distribution type 1A. Precipitation! 100 yr. 3.1 inches !Puget Sound Stormwater Management Manuallsopluvial Map_ Appendix ATII-1.1,page III-1-43. 1 f The summery of the peak flow output is as follows d. Peak discharge Runoff calculations were performed using rr?aterrelorks Software for Hydrology. Output Information Peak. Flows (cfs) NORTH BASIN North South 100 100 yr. YR. EXISTING 7.68 9.15 The following are the computer resufts for the above: BASIN SUMMARY BASIN ID: Basnorth NAME: North basin 100 yr event SBUH METHODOLOGY TOTAL AREA • 11. 90 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPEIA PERV IMP PRECIPITATION • 3. 40 inches AREA. . : 2.40 Acres 9.50 Acres TIME INTERVAL 10. 00 min CN • 89. 00 98.00 TC • 10.00 min 10. 00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns: 0. 0110 p2yr: 1.40 s: 0. 0400 TcReach - Shallow L: 366. 00 ks:27 . 00 s: 0. 0350 TcReach - Channel L: 88. 00 kc: 17 . 00 s:0. 0100 TcReach - Channel L: 500. 00 kc:42 . 00 s: 0. 0100 PEAK RATE: 7 . 68 cfs VOL: 2. 96 Ac-ft TIME: 480 min BASIN ID: Bassouth NAME: South basin 100 yr event SBUH METHODOLOGY TOTAL AREA • 18.70 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPEIA PERV IMP PRECIPITATION • 3.40 inches AREA. . : 9.20 Acres 9.50 Acres TIME INTERVAL 10. 00 min CN • 88. 50 98. 00 TC • 23. 71 min 23.71 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns : 0. 1500 p2yr: 1.40 s:0. 0800 TcReach - Channel L: 400. 00 kc:17. 00 s : 0. 0500 TcReach - Channel L: 740. 00 kc:42. 00 s: 0. 0400 PEAK RATE: 9.15 cfs VOL: 4.21 Ac-ft TIME: 480 min B. DEVELOPED SITE DRAINAGE BASIN ANALYSIS: The entire developed site will drain to 34Th Street. A water quality swale will be placed prior to the 34t6 Street CB for water quality treatment. b. Developed Current conditions; TOTAL site area = 3.73 acres(162,4.79 sf) 5% will be landscaped on site =8,124 sf 5% will landscape street right-of-way = 6,124 sf The existing developed area is: Building_ = 11,500 sf Paved = 45,800 sf The proposed development Building= 25,037 sf 06/22/2004 10:21 FAX 3608481072 COMMERCIALFIRE Z1 002 l ! 1' 4 _I tgi(Et frcf,Z =/Re Sc,44c= --t G— it �( M. r , eri xR C 5 N F D• N Lk trl _S\ O r 4oi C M0 L i JiN zrri lil P D rn X c. m XU x *1 0 7c X m x i x 1 )1 u Iti Z. LKLMLNI = 37 STALLS \ `\,\ �/-1 = 37 STALLS c GO,4, _ . , r „ Sp xi 00 / EXIST. SDCB ' EXIST SSMH 0-� RIM ELEV.= 114.05e gI rr, 1 — lNV ELEV.= 6,151 Alk N , n EX7S17NG ra .. G, EXIST B"' DOUBL FIRE HYD: _ \ v1 i. n. CNECK DEDECIOR_YA 0 . ��a — ra,•3� " 4;9'S9 40�E 74. .' . " l4 . trrynn i,,l_ do_rCJ(V;il' 35.80 }5 35.00 20'SE7a1CK gi 1 ' g g N `,X c ` l Ji 24 l AV \ a iw� ' 4" WATER FOR SPRINKLER SYSTEM \ DC STUB f l,f \ `: 5 V 1.6CY.=3450' EX E 6" PVC SS TO BLDG _I �yF , ` = l ME ..=31.82' 3j T S( I�1OS0 1r \ �� ' \ TWO 5�WIDE STAIRWAYS TO BE l ,I \ o FIELD LOCATED AND COORDINATED O \ WITH THE CITY. � GRADEcan E i/U2 3�Til SI`, LI(3 (f)k o .`oc.. %tit _, moo _ �" 0 -�\ vi W S-4N SLiAA) x ,o. �\ y tom' 40 "i' : m �j \ ' M m — ; o \ 5 , a� \ c ,CB fYPE7 1- __ - i: N \ 'c 'RIM ELEV.=34.50" o N y WV ELEV=30.84' EXIST SSMH _. o RlM_E(EV 1 �.5�'' " --INV. ELEV.= We 1 N - _ _ \p' p NO w EXIJ111 PROPnsFn Rini -nmic c``� (KtMtNI = 37 STALLS \ . „se = 37 STALLS / N " � , GO ,, , 50 lj_- o O .. ,X! EXIST. SDCB /J EXIST SSMH 41P Q /l//� /��l -RIM ELEV= 114.05 �' �� . - INV ELEV.= 6351. i✓ a l 7....)Ary j t —' EXISTING-.. . V EXIST. '8" DOUBL :FIRE HYD.% • --,� \ CHECK DEDECIOR_YA _ (S \ °�� WYBL.VE.____.Jp rG `22.56' _ � 0 -^�. T si, _-__ - a —' _ ,3,— 4:9%9 4s'E 74. "' �'" "l i� y >7 _H.r. 'C �O4' 20' SE76ACK 3.0 1 `- ..m m ' ‘1 35.80 W 35.00 Iy 24 a C/ \ z 'ij ,) • 4" WATER FOR SPRINKLER SYSTEM (� \ '. " \ H . EX. STUB 1�1 \ j5 as /� .4 EX"£ 9 6" PVC SS TO BLDG .`I ,�i 1� _ ` ' ,IEV.=34.50' 3j �) I `� ` 1/4 REV=31.82' •t O J 1LDI06 \ . . s 8 TWO 5ki WIDE STAIRWAYS TO BE ,' \ ' o o FIELD LOCATED AND COORDINATED O \ W • WITH THE CITY. 0 \ ...,, 1i o . ' W . i/OZ ' !7(/ o •- ?o , cn GRADE ` 3`� Sr o Yi\ • ° moet o - - (1\ '� T n o W `. \ CI: ' . .. ' \ t - ,�� \ \ a CM EE8 TYPE! O i RlLV.=35 4. O' o N c INV. ELEV,=30.84' EXIST SSMH 1 uu I R/M_ELEV. 1it:5}r ENV. ELEV= 10: i a O 18' m O \ u x , 3 o 14I. 34.00 N •- PRnPnSFn RiNi nine 1 EXISTIP r 2001 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zonel ENV-UA 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Project Address SANDJUAN COMPOSITES 2 Date 4/26/2004 Space Heat Type 0 Electric resistance OQ All other For Building Department Use Glazing Area as%gross exterior wall area Prop. 40.0% Max.Target Concrete/Masonry Option 0 Yes O. No Notes: If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID: U= Plan ID: Glazing% Electric Resist. Other Heating -0 �, U= Plan ID: 0-15% 0.40 0.90 m u U= Plan ID: - >15-20% 0.40 0.75 > O U= Plan ID: >2030% see note above 0.60 U= Plan ID: >30-40% see note above 0.50 U= Plan ID: (see Table 13-1 for Conc/Masonry values) U= Plan ID: 8, ¢ U= Plan ID: Glazing% Electric Resist. Other Heating al a > U= Plan ID: 0-15% 0.80 1.45 .O U= Plan ID: >15-20% 0.80 1.40 al ill c U= Plan ID: >20-30% see note above 1.30 occ 0 U= Plan ID: >30-40% see note above 1.25 ,= U= Plan ID: (see Table 13-1 for Conc/Masonry values) 0 U= Plan ID o m U=0.600 Plan ID:Wt4c DOORS 0.600 94.0 56.4 0.600 994.0 596.4 0 o U=0.130 Plan ID-OVERHEAD 0.130 900.0 117.0 Electric Resist. Other Heating U= Plan ID: 0.60 0.60 n a R= Plan ID: om' a R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 0.036 1 6 4R=19.0 Plan ID:65 bun 0.091 25552.0 2325.2 0.050 25552.0 1277.E ' o R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.034 0.050 R=13.0 Plan ID:4" Mal 0.114 24674.0 2812.8 0.140 24674.0 3454.4 R= Plan ID: ** = R= Plan ID: ** m m R= Plan ID: Electric Resist. Other Heating R= Plan ID: Ordinary 0.062 0.14 0- R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 0.25 **Note sum of Target Areas here should equal Target Opaque Wall Area(see back) R= Plan ID m n R= Plan ID: Electric Resist. Other Heating o o 5 R= Plan ID: 0.062 0.14 Note:if insulated to levels required for opaque walls,list above with opaque walls 'u R= Plan ID: n o R= Plan ID- Electric Resist. Other Heating 5 C ° R= Plan ID. 0.029 0.056 L R= Plan ID: v a R=10.0 Plan ID-2" FOAM FLOOR 0.540 25000.0 13500.0 0.540 25000.0 13500.0 o, R= Plan ID: Electric Resist. Other Heating D R= Plan ID: F=0.54 F=0.54 R= Plan ID. (see Table 13-1 for radiant floor values) *For CMU walls, indicate core insulation material. Totals 76220.0I 18811.5 Totals 76220.0 18828.4 For compliance: 1J 1)Proposed Total Area shall equal Target I otai Area,and 2 Froposed I otai un shall not exceed I arget Iota UA. ' 2001 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV-SHGC 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM ' Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID: coID: Glazing% Electric Resist. Other Heating ID: 0-20% 1.00 1.00 0 ID: >20-30% not allowed 0.65 ID: >30-40% not allowed 0.45 ID: (see Table 13-1 for Conc/Masonry values) *Note:Manufacturers SC may be used in lieu of SHGC. Totals Totals For compliance:Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls 1 Glazing Area OG= OG= VG= Note: OG=overhead glazing Opaque Area 25552.0 24674.0 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 25668.0 X 90.0% — 100 = 10267.2 Target OG Area in Roots over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area 10267.2 = = For Target OG's,the 0 lesser10267.2 0 lesser lesser values are used �> 10267.2 �j 10267.2 both here and below. Pro..,ed Opaque Area Proposed OG Area y Target OG Areal Target Opaque Area Roofs over Attics ± — = Other Roofs 25552.0 + — = 25552.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 24674.0 + — = 24674.0 Target Areas OK Note. If there is more than one type of wall,the Target VG Area may be distributed among thorn,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. 2001 Washington State Nonresidential Energ Code Compliance Form Building Permit Plans Checklist ENV-CHK 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Envelope - General Requirements 1311 Insulation Product samples used for U-factor determinations shall be 1311.1 Installation Requirements: Al insulation materials production fine units or representative of units as purchased by shall be installed according to the manufacturers instructions the assignedgn ther contractor.U-factorf. Unlabeledin glazing Eand doors shall to achieve proper densities,maintain clearances, and maintain be default in Section 2006. uniform R-values.To the maximum extent possible, insulation 1312.2 Solar Heat Gain Coefficient and Shading shall extend over the full component area to the intended R- Coefficient Solar Heat Gain Coefficient(SHGC), shall be value determined, certified and labeled in accordance with the National Fenestration Rating Council(NFRC) Standard by a 1311.2 Roof/Ceiling Insulation:Open-blown or poured loose- certified, independent agency, licensed by the NFRC. fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty Exception: Shading coefficients(SC)shall be an inches of clear distance from the top of the bottom chord of the acceptable alternate for compliance with solar heat truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Shading coefidents roof ridge.When eave vents are installed, baffling of the vent for glazing shall be taken from Chapter 27 of openings shall be provided so as to deflect the incoming air Standard RS-27 or from the manufacturer's test data above the surface of the insulation. 1313 Moisture Control Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders:Vapor retarders shall be installed on exposed gnd ceiling,the roof/ceiling assembly shall be the warm side(in winter)of insulation as required by this insulated in a location other than directly on the suspended section. ceiling Exception:Vapor retarder installed with not more Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R-value between it and the Where installed in wood framing,faced batt insulation conditioned space. shall be face stapled 1313.2 Roof/Ceiling Assemblies: Roof/ceiling assemblies 1311.3 Wall Insulation: Exterior wall cavities isolated during where the ventilation space above the insulation is less than i framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor walls. When installed in wood framing,faced batt insulation retarder. Roof/toting assemblies without a vented airspace, shall be face stapled where neither the roof deck nor the roof structure are made of Above grade exterior insulation shall be protected. wood, shall provide a continuous vapor retarder with taped seams. 1311.4 Floor Insulation: Floorinsulation shall be installed in Exception: Vapor retarders need not be provided a permanent manner in substantial contact with the surface where all of the insulation is installed between the being insulated. Insulation supports shall be installed so roof membrane and the structural roof deck spacing is not more than twenty-four inches on center. Installed insulation shall not block the airflow through 1313.3 Walls:Walls separating conditioned space from foundation vents. unconditioned space shall be provided with a vapor retarder. 1311.5 Slab-On-Grade Floor: Slab-on-grade insulation 1313.4 Floors: Floors separating conditioned space from installed inside the foundation wall shall extend downward from unconditioned space shall be provided with a vapor retarder. the top of the slab a minimum distance of twenty4our inches or 1313.5 Crawl Spaces:A ground cover of six mil(0 006 inch to the top of the tooting, whichever is less. Insulation installed thick)black polyethylene or approved equal shall be laid over outside the foundation shall extend downward a minimum of the ground within crawl spaces.The ground cover shall be twenty-four inches or to the frostline,whichever is greater. overlapped twelve inches minimum at the joints and shall Above grade insulation shall be protected. extend to the foundation wall. Exception: For monolithic slabs,the insulation shall Exception:The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab bottom of the footing. floor with a minimum thickness of three and one-half 1311.6 Radiant Floors(on or belowgrade): Slab-on-grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty-six inches or downward to the top of 1314.1 Building Envelope:The requirements of this section the footing and horizontal for an aggregate of not less than shall apply to building elements separating conditioned from thirty-six inches. unconditioned spaces. Exterior joints around windows and If required by the building official where soil conditions doorframes, openings between walls andfoundation, between warrant such insulation, the entire area of a radiant floor shall walls and roof and wall panels;openings at penetrations of be thermally isolated from the soil. Where a soil gas control utility services through walls,floors,and roofs; and all other system is provided below the radiant floor,which results in openings in the building envelope shall be sealed, caulked, increased convective flow below the radiant floor,the radant gasketed, or weathershipped to limit air leakage. floor shall be thermally isolated from the sub-floor gravel layer. 1314.2 Glazing and Doors:Doors and operable glazing li 1312 Glazing and Doors separating conditioned from unconditioned space shall be 1312.1 Standard Procedure for Determination of Glazing weatherstripped. Fixed windows shall be tight fitting with glass and Door U-Factors: U-factors for glazing and doors shall be retained by stops with sealant or caulking all around determined, certified and labeled in accordance with Standard Exception: Openings that are required to be fire RS-31 by a certified independent agency licensed by the resistant National Fenestration Rating Council (N FRC). Compliance 1314.3 Building Assemblies Used as Ducts or Plenums: shall be based on the Residential or the Nonresidential Model Building assemblies used as ducts or plenums shall be sealed, Size. caulked, and gasketed to limit air leakage 2001 Washington State Nonresidential Energy Code Com.liance Form Building Permit Plans Checklist ENV-CHK 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Pralect Address Sxnmmrnu COMPOSITES 2 Date 4/26/2004 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If"Other", indicate on plans that electric resistance heat is not allowed 1310 2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation 1311 1 Instil.installation ndicate densities and clearances 1311.2 Roof/ceiling insul. ndicate R-value on roof sections for attics and other roofs; ndicate clearances for attic insulation; ndicate baffles if eave vents installed; ndicate face stapling of faced baits 1311.3 Wall insulation ndicate R-value on wall sections; ndicate face stapling of faced balls; ndicate above grade extenor insulation is protected; ndicate loose-fill core insulation for masonry walls as necess; ndicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; 1311.4 Floor insulation ndicate R-value on floor sections; ndicate substantial contact with surface, ndicate supports not more than 24"o.c.; ndicale that insulation does not block airflow through foundation vents 1311.5 Slab-on-grade floor ndicate R-value on wall section or foundation detail; ndicate slab insulation extends down vertically 24"from top; ndicate above grade exterior insulation is protected 1311.6 Radiant floor ndicate R-value on wall section or foundation detail; ndicate slab insulation extends down vertically 36"from the top; ndicale above grade exterior insulation is protected; ndicate insulation also under entire slab where req d.by Official 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as percent of gross wall area 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof/ceiling vap ret Indicate vapor retarder on roof section; Indicate yap.retard.with sealed seams for non-wood strut. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12'on ground 1314 Air leakage 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb as ducts Indicate sealing,caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) Envelope Sum.Form Completed and attached Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary If"no"is shown for any question,provide explanation: 2001 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV-SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Project Info Project Address SANDJUA4r COMPOSITES 2 Date 4/26/2004 ANACORTES, WA. For Building Department Use i Applicant Name: oorcrrul coasePnjcnos, sac. Applicant Address: 12761 QUANTUM LM ANACORTES, WA. 98221 Applicant Phone: 36o-293-0656 Project Description 0 New Building 0 Addition 0 Alteration 0 Change of Use 0 Prescriptive Q Component Performance ❑ ENVSTD 2.1 0 Systems Compliance Option (See Decision Flowchart(over)for qualifications) (4.0 not acceptable) Analysis Space Heat Type Q Electric resistance Qts All other (see over for definitions) ' Total Glazing Area Electronic version. these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to 25668. 0 X �o = the level required for opaque walls. 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/IViasonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls with HC>_9.0 Btu/ft2.1F below(other walls must meet All Other Roofs 19.0 Opaque Wall requirements). Use descriptions and values Opaque Walls1 13.0 from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade 10.0 Radiant Floors Maximum U-factors Opaque Doors 0. 600 Vertical Glazing 0.900 Overhead Glazing , Maximum SHGC(or SC) Vertical/Overhead Glazing 1.000 Semi-heated space' I Minimum Insulation R-values I Roofs Over Semi-Heated Spaces' 1 Assemblies with metal framing must comply with overall U-factors 2. Refer to Section 1310 for qualifications and requirements Notes: 2001 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 -ENV-SUM; 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used 1302 Space Heat Type:For the purpose of determining building envelope _ Electric Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space heating types START \ elements as the primary heating system including baseboard,radiant,and Other'All other space heating systems including gas,solid fuel,oil,end forced as units where the total electric resistance heat capacity exceeds 1 0 propane space heating systems and those systems listed m the exception to Witt'of the gross conditioned floor area Exception'Heat pumps and electric resistance (continued at right) V terminal electric resistance heating in variable air volume distribution systems - Electric —No Resistance Yes Heat? V V Masonrywall'-„ Masonrywall All walls R-19 All walls R-11 _Hoe' critena OK" - Yes yes critena OK, ' 4No- Insulation' ^ ibelrnvl (below. nsulation Yes 1 Yes IT No V ♦ No .0.40% no- ►_N—No c 40% -20% - ' _—No-�.�H--_Ro GlazO g"' Gla_Ing' ' Glazing . Glazing' ., Yes Yes Yes Yes 1 1 1 All Insulating Installed? All lnsulatmg Installed? All Insulating Installed? All Insulating Installed? 1 Opague Wall R-11 Opague Wall R-11 Metal Framed Wall U-0062 Metal Framed Wall U 0 062 Below Grd Wall(ext) R-10 Masonry Wall(int) U-0 19 Other Opaque Wall R-19 Other Opague Wall R-19 Below Grd Wall(oth) R-11 Masonry Wall(other) U-0 25 Masonry Wall(int) U-0 19 Below Grd Wall(ext) R-10 Roof Over Attic R-30 BelowGrd Well(ext) R-10 Masonry Wall(other) t1-0 25 Below Grd Wall(oth) R-19 All Other Roof R-21 Below Grd Wall(oth) R-11 Below Ord Wall(ext) R-10 Roof Over Attic R38 Raised Floor R-19 Roof Over Attic R-30 Below Grd Wall(oth) R-19 All Other Roof R-30 Slab-On-Grade R-10 All Other Roof R-21 Roof Over Attic R-38 Raised Floor R-30 Radiant Floor R-10 Raised Floor R-19 All Other Roof R-30 Slab-On-Grade R-10 Opaque Door U 060 Slab-On-Grade R-10 Raised Floor R-30 Radiant Floor R-10 Radiant Floor R-10 Slab-On-Grade R-10 O.a.ue Door U060 Glazing Cntena Met, Opaque Door U-0 60 Radiant Floor R-10 Glazing Criteria Met? Glazing Vert OH Glazing Criteria Met' Opaque Door U-060 Glazing Vert OH Area vs UVal UVal SHGO Glazing Vert OH Glazing Criteria Meth Area% OVaI UVal SHGC 0-15% 090 1 45 100 Area% UVal UVal SHGC Glazing Vert OH 0-20% 040 080 100 15-20% 05 I40 100 0-10% 090 145 I00 Area% UVal UVal SHGC 20-30% 0 65 130 065 10-15% 075 140 100 0-20% 040 080 100 30-40% 060 130 pis 15-20% 065 130 080 20-25% 0 60 1 30 045 I Yes I No Yes I Yes— .. 1 ► Prescriptive No Path Allowed Yes No Component Performance ir ♦ ► or y No Systems Analysis Required I Concrete/Masonry Option* Wall Heat Capacity (HC) 'If the area P weighted heat Assembly Description Assy.Tag l HC" l Area(sf) HC x Area capacity(HC)of the total above grade wall is a minimum of 9 0, the Concrete 1, Masonry Option may be used. 1 "For framed I walls,assume HC=1.0 unless calculations are j - provided,for all other walls,use Totals Section 1009. Area weighted HC:divide total of(HC x area)by Total Area 2001 Washington State Nonresidential Energy Code Compliance Form Max The Maximum Target Glazing°k is determined from Table 13-1 based on the area-weighted averages of the proposed glazing U-factors and SHGC that you enter on the ENV-UA form. Thus,all proposed values and areas must be entered Target Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts installed under Windows- Anal,Times New Roman,Courtier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages individually By default, only selected forms are printed. To select one or more forms, hold down the Ctrl key and click the tabs of the worksheets you need. Issue the File Print Selected Sheets command.To print the entire set,use File Print Entire Workbook Clean It is possible to print clean,blank versions of these forms for hand filling To do so,delete all of the heading information at the beginning of ENV-SUM1,and make sure that all tillable cells in the forms are empty Then print the Forms clean forms For each radio button group,there is a button labeled"Clear' Clicking this button will clear the other buttons so that they will print as empty circles The"Cleat'button will not print. Partial There are three other companion files:ENV01-2.XLT(climate zone 2 envelope requirements);MECH01.XLT(Chapter Form Sets 14 mechanical systems requirements);and LTG01.XLT(Chapter 15 lighting requirements. Forms in a set may not be deleted, because the file is locked,but you need not print all the forms,as explained in "Printing"above. lie-CalCu As this is a large file,it may respond slowly to changes if it is set to automatically re-calculate after every action. To set calculation to manual,visit the"Tools-Options-Calculation"menu item. Then manually recalculate using the F9 key. lation 2001 Washington State Nonresidential Energy Code Compliance Form Instructions for Electronic Forms Revised June 2002 KJM Start-up This template file,ENVOI-1-1.XLT,has electronic versions of the 2001 compliance forms for climate zone 1 envelope requirements Copy it into the XLSTART subdirectory under the EXCEL directory Open a working copy of this file with the"File New'menu command.Look for"ENV01-1-1" Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the screen. (If you don't see the tabs,visit menu option"Tools-Options-View-Sheet Tabs") You may visit each form by clicking on its tab. Most calculations are automated The spaces which display the results of calculations are not editable Some adjustments to formatting have been made to facilitate electronic filling and calculation of the forms Save Files Each time you open this file and start filling forms,you must save it under a new filename of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way Getting Each form has two pages(front and back). Both pages are available on screen when you click the tab for a form. Use the scroll bars to find the second page. It is either to the right,below,or sometimes to the right and below the first page Around Fillip All project info and the date for all forms is entered once on"ENV-SUM1"and automatically reproduced on the other g forms.Always fill in the heading of ENVSUM1,even if you will not be using that form. The other forms have a reminder Fields to do this Only fillable fields are accessible If you try to edit any other field,you'll get an error message You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go,use the mouse. Avoid excessively long text strings when entering information. In some cases,text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page To enter the date,use this format:mm/dd/yy. For example,you would enter 6/8/01 or 12/15/02. Check boxes can be either blank,or checked-off with an"X'shown in the box. To toggle between cases,click the box with your mouse. Radio buttons (circles)are either filled or unfilled. Only one in a set may be filled. Drop-down lists have an arrow at the nght side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation,click anywhere in the space to edit. Your cursor will become a text editing insertion bar and you can edit as with a word processor. Personal- You can personalize the forms with your company name,address,phone,or any other information. This is done by editing the footer using File Page Setup Header/Footer. You can then save the file under a new template name and re-use izing it again. Adding Many tables,such as for listing equipment types,have a certain number of lines for entering data There may not always be enough lines for all the entries you need to make. With this electronic version,you can add additional lines to Lines and the table. Removing To add additional lines where this feature is available,click on the"+"button with your mouse. This button is located to the right of the sheet. If you can't see it,scroll right(or change the View Zoom setting to 83%). To remove lines that you have added,click on the"-"button with your mouse. You cannot remove lines that were not added;an error appears if you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. You must select a value for Space Heat Type on ENV-SUM1 and ENV-UA-1 for this workbook to automatically Space Heat calculate maximum allowed glazing percentages.Space Heat Type is selected on line 12 of ENV-SUM1 and line 4 of Type ENV-UA-1. Glazing The Glazing Area%shown on the ENV-SUM form is automatically calculated in the electronic version from the Proposed areas on the corresponding ENV-UA form. If you use the Envelope Prescriptive Option,you still must enter the Area actual areas. As a shortcut in this case,you can enter the vertical glazing,the overhead glazing and the opaque wall areas(including doors)as single numbers and leave the rest of the ENV-UA form blank. Glazing Under the Envelope Component Performance option,the Target Area Adjustment Calculations are fully automatic, using information you enter for on your project type and your Proposed Areas on the ENV-UA form. Target areas are calculated Adjust- automatically ments The exception to this is the target area for Opaque Walls,discussed below. UA Caics - Because of the various types of opaque walls,the Target Areas are not automatically generated on the ENV-UA form. You may manually enter up to three wall type Target Areas. The sum of these must equal the Target Opaque Wall Area Opaque shown on the back. Walls If this is not done correctly,the Total Areas at the bottom of the page will not be equal;the building will not be in compliance and an error message will be displayed at the lower right corner on the back of ENV-UA. F HERRIGSTAD $'y HERRIGSTAD ENGINEERING PS civil Engineer 3001 R Avenue, Suite 210B Dale Elerrigstad, P.E. Anacortes,WA 98221 (360) 299-8804 SAN JUAN COMPOSITES 502 34Tn STREET LARGE PARCEL STORM WATER PLAN CITY OF ANACORTES February 19, 2001 Job # 125 Prepared By: Dale K. Herrigstad P.E. c...NEftRi re' � p l� • `^'. �1 1, vd(ct 1 tStoNAL ECG -.. EXPIRES.6/02/64 - Owner: Lake Erie Trucking W. Wooding 13540 Rosario Road Anacortes, WA 98221 City of Anacortes Ordinance No. 2441 Section 11 Letter D. Large Parcel Stormwater Plan Requirements 1. Erosion and Sediment Control Plan. a Soil Stabilization and sediment trapping. Soil will be stabilized as directed by the city of Anacortes Engineering department and in accordance with the KCSWM The erosion control notes are identified in the Large parcel Storm Water Plan under runoff control. A sedimentation trap will be constructed in the drainage swale and remain in place until the site is stabilized as directed by the City of Anacortes, Engineering department. b Clearing limits will be clearly identified at the perimeter of the site. The limits are well defined to the west by the existing pavement, the south side will be developed to 34`'' Street. the east will he mostly untouched to the rail corridor and the north will need orange construction fencing. c. Adjacent properties will be protected by silt fencing during construction as condition require. The biofiltration swales will be constructed as a first step in the project and provide run off control as well as sedimentation trapping. d. The site will be graded and the adjacent swale will be installed as a first order of work. If the work is to commence this winter the swale will require sod being placed in the bottom to provide needed biofiltration. e. The site will require a good deal of imported fill to bring the building a paved surfaces up to grade. The imported material will be primarily pit run gravely material._The exposed soil will require mulching or hydroseeding immediately after grading is complete. f. Much of the down slope will be mulched as grading is completed. Silt fencing will be provided at the down slope side of the property. Peak flows are not significant, under 1 cfs along the swale channel even for the 100 year storm event. g. The on-site conveyance channels will be used during construction and as permanent conveyance channels. They were designed to convey the 100 year storm water event and remain stable. h. Sediment traps will be required at all catch basins in the vicinity during construction as identified in the construction drawings. i. Underground utility construction standards will be identified as described on the construction drawings. j. Construction access route will enter from 34th Street on the south side of the project. A construction entrance designed to KCSWDM standards will be required and identified on the construction drawings. k. Construction notes on the construction drawings will identify the timing of the removal of temporary BMPs as identified. I. De-watering notes will be on the construction drawings. m. Pollutants will be disposed of as required by state and federal law. a Maintenance of the temporary and permanent erosion and sediment control BMPs will be required as provided for in the DOE manual. See attachment Appendix A for maintenance requirements. o Performance bonding will be provided in accordance with the City of Anacortes standards. 2_ Preservation of Natural Drainage Systems. The existingnatural drainage from this site is by sheet flow mostly to the east and collected into the rail road drainage ditch while the perimeter of the site on the north and south will sheet flow onto the adjoining streets and properties. When the site is graded the drainage will not change appreciably The majority of the site flow will continue to be directed to the east and into the existing storm drainage ssytems. 3 Source Control of Pollution. This site will be developed for boat manufacturing and employee parking. The site will be 95% impervious. No maintenance will take place on this site out side the buildings. The perimeter of the site will be landscaped into the street right-of-way to the edge of the roads. A spill control catch basin will be installed on site before each biofiltration swale. 4. Runoff Treatment BMPs Water quality treatment will be provided using a bio- swale as design to be located along each side of the property. The site will provide water quality treatment for the 6 month storm event as provided for in the DOE manual. The biofiltration swale was design to remove 80 percent of the suspended solids and lead. 5. Detention. A basin analysis determined that the existing storm drainage system has ample capacity for the entire basin and detention will not be provided. 6. Wetlands. There are no wetlands on this site. 7 Water Quality Sensitive Areas. The presence of a water quality sensitive area is determined by the City official. No indication of sensitive areas has been made. 8. Off-site Analysis and Mitigation. This analysis mapped the entire basin and determined the capacity of the entire downstream system to Fidalgo Bay. There is ample capacity for the developed runoff from this site as well as the entire developed basin. The outfall is above the ordinary high water mark at the shore line and the outfall spill out down a rock slope to the Bay. 9 City Basin Planning. The city basin plan does not identify this basin as an area of concern. 10. Operation and Maintenance. An operation and Maintenance schedule is provided as Appendix A. I 11. Financial Liability. Performance bonding will be provided for as required by City Ordinance and as follows: Drainage Facilities Restoration and Site Stabilization Financial Guarantee Prior to commencing construction, the applicant required to construct drainage facilities pursuant to the drainage requirements in the KCSWD manual must post a drainage facilities restoration and site stabilization financial guarantee. This guarantee must be an amount sufficient to cover the cost of corrective work on or off the site performed specifically for the given project. Before The City of Anacortes will release the project's drainage facilities restoration and site stabilization financial guarantee,the applicant must do the following: 1. Construct the drainage facilities 2. Receive final construction approval from the City of Anacortes 3. Pay all required fees. Drainage Defect and Maintenance Financial Guarantee For any constructed or modified drainage facilities to be maintained and operated by The City of Anacortes,the applicant must do the following: I. Post a drainage defect and maintenance financial guarantee for a penod of two years (see the attached KCSWDM, "Maintenance and Defect Agreement"). 2 Maintain the drainage facilities (per the attached KCSWDM maintenance standards, Appendix A) during the two-year penod following posting of the drainage defect and maintenance financial guarantee. Before The City of Anacortes will release the drainage defect and maintenance financial guarantee and assume maintenance and operation of drainage facilities, the applicant must do the following: 1 For plats, record the final plat. 2 For tracts containing drainage facilities to be maintained by the City of Anacortes and not located within the final plat, deed the tract to the City of Anacortes and set property comers in conformance with state surveying standards. 3. For easements containing drainage facilities to be maintained by the City of Anacortes and not located within the final plat, provide easement documents and set temporary survey markers to delineate the easement location. 4 Receive a final City inspection to ensure the drainage facilities have been properly maintained and are operating as designed. 5. Correct any defects noted in the final inspection. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRALNAGE FAC1LIl'l l-,S NO. 1 - DETENTION PONDS Maintenance Defect Conditions When Maintenance Results Expected When Component Is Needed Maintenance Is Performed General Trasn & Debris Any trash and debris which exceed 1 cubic foot Trash and deans cleared from site. per 1,000 square feet(this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Poisonous Vegetation Any poisonous or nuisance vegetation which No danger of poisonous vegetation may constitute a hazard to County personnel or where County personnel or the the public. public might normally be. (Coordination with Seattle-King County Health Department) Pollution Oil, gasoline, or other contaminants of one No contaminants present other than gallon or more or any amount found that could: a surface film. (Coordination with 1)cause damage to plant,animal,or manne life; Seattle/King County Health 2)constitute a fire hazard;or 3) be flushed Department) downstream dunng rain sterns. Unmowed Grass/ If facility is located in private residential area. When mowing is needed. Ground Cover mowing is needed when grass exceeds 18 grass/ground cover should be inches in height. In other areas,the general mowed to 2 inches in height. policy is to make the pond site match adjacent Mowing of selectee higher use ground cover and terrain as long as there is no areas rather than the enure slope interference with the function of the facility. may be acceptable for some situations. Rodent Holes Any evidence of rodent holes if facility is acting Rodents destroyed and dam or as a dam or berm, or any evidence of water berm repaired. (Coordination with piping through dam or berm via rodent holes. Seattle/King County Health Department) Insects When insects such as wasps and hornets Insects destroyed or removed from interfere with maintenance activities. site. Tree Growth Tree growth does not allow maintenance access Trees do not hinder maintenance or interferes with maintenance activity(i.e., slope activities. Selectively cultivate trees mowing, silt removal, vactonng, or equipment such as alders for firewood. movements). If trees are not intertenng with access,leave trees alone. Side Slopes of Pond Erosion Eroded damage over 2 inches deed where Slopes should be stabilized by cause of damage is still present or where there using aoproonate erosion control 1 is potential for continued erosion. measure(s); e.g.,rock ,' reinforcement,planting or grass, compaction. Storage Area Sediment Accumulated sediment that exceeds 10%of the Sediment cleaned out to designed designed pond depth. pond snape and depth:pond reseeded if necessary to control erosion. Pond Dikes Settlements Any part of dike whicn has settled 4 inches lower Dike should be built back to the than the design elevation. design elevation. Emerg enc. Rock Missing Only one layer of rock exists above native soil in Replace rocks to design standards. ' OvenlowiSpillway area five square teat or larger, or any exposure or native soil at the top of out flow oath of spillway. Rip-rap on inside slopes need not be replaced. 1 1998 Surface Water Design Manual 9/1/98 , APPENDIX A MAINTENANCE STANDARDS FOR PRPVAILLY MAINTAINED DRAINAGE FACILE IES NO. 4- CONTROL STRUCTURE/FLOW RESTRICTOR Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trasn and Coons Distance between deons build-up and bottom of All trash and aeons removed. (Includes Sediment) onfice plate is less than 1-1/2 tees Structural Damage Structure is not securely attached to manhole wall Structure securely attached to and outlet pipe structure should support at least wall and outlet pipe. 1,000 lbs of up or down pressure. Structure is not in upnght position (allow up to Structure in correct position. 10% from plumb). Connections to outlet pipe are not watertight and Connections to outlet pipe are show signs of rust. water tight-, structure repaired or - replaced and works as designed. Any holes—other than designed holes—in the Structure has no holes other structure. than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves uo and down easily maintenance person. and is watertight. Chain leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50%of its surface area. Gate is repaired or replaced to meet design standards.. Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and works as missing, out of place,or bent onfice plate. designed. Obstructions Any trash, debns, sediment, or vegetation Plate is free of all obstructions blocking the plate. and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the Pipe is free of all obstructions potential of blocking) the overflow pipe. and works as designed. Manhole See "Closed Detention Systems"Standards No.3 See "Closed Detention Systems' Standards No.3 Catch Basin See"Catch Basins"Standards No. 5 See'Catch Basins"Standards No. 5 9/1/98 1998 Surface Water Design Manual A-1 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 5 - CATCH BASINS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed General Trasn 3 Debns Trasn or debns of more than 1/2 cuoic foot wnicn is No Trasn or oebns located (Includes Sediment) boated immediately in front of the catch basin immediately in front of catch opening or is blocking capacity of the basin by basin opening. more than 10% Trasn or debns(in the basin)that exceeds 1/3 the No trash or debns in the catch depth from the bottom of basin to invert the lowest basin. pipe into or out of the basin. Trash or debns in any inlet or outlet pipe blacking Inlet and outlet pipes free of more than 1/3 of its height - trash or debns. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within the catch basin. gases(e.g., methane). Deposits of garbage exceeding 1 cubic foot in No condition present which ,, volume would attract or support the breeding of insects or rodents. Structure Damage to Corner of frame extends more than 3/4 inch past Frame is even with curb. Frame and/or Top Slab curb face into the street(If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks wider than 1/4 inch (intent is to make sure cracks. all matenal is running into basin). Frame not sitting flush on top slab,i.e., separation Frame is sitting flush on top of more than 3/4 inch of the frame from the top slab. slab. Cracks in Basin Walls/ Cracks wider than 1/2 inch and longer than 3 feet. Basin replaced or repaired to Bottom any evidence of soil particles entenng catch basin design standards. through cracks.or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot No cracks more than 1/4 inch at the joint of any inlet/outlet pipe or any evidence wide at the joint of inlet/outlet of soil particles entenng catch basin througn pipe. cracks. Sediment/ Basin has settled more than 1 inch or has rotated Basin replaced or repaired to Misalignment more than 2 inches out of alignment. design standards. 1998 Surface Water Design Manual 9/1/98 A_S APP71DIX A M.-ARV l ENA.NCE STANDARDS FOR PRIVA I bLY MAINTAINED DRAINAGE FACILI11LS NO. 5 - CATCH BASINS (CONTINUED) Maintenance Detect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Fire Heard Presence or chemicals such as natural gas, of and No rlammable chemicals gasoline. present. Vegetation Vegetation growing across and blocking more than No vegetation blocking opening 10%of the basin opening. to basin. Vegetation growing in inlet/outlet pipe Joints that is No vegetation or root growth more than six inches tall and less than six inches present. apart. Pollution Nonflammable chemicals of more than 1/2 cubic foot No pollution present other than - per three feet of basin length. surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place.Any open Catch basin cover is closed catch basin requires maintenance. Locking Mechanism Mechanism cannot be opened by on maintenance Mechanism opens with proper Not Working person with proper tools. Bolts into frame have less tools. than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid after Cover can be removed by one Remove applying 80 lbs. of lift;intent is keep cover from maintenance person. sealing off access to maintenance. Ladder Ladder Rungs Ladder is unsafe due to missing rungs, misalignment, Ladder meets design standards Unsafe rust, cracks,or sharp edges. and allows maintenance person safe access. Metal Grates Grate with opening wider than 7/8 inch. Grate opening meets design (If Applicable) standards. Trash and Debns Trash and debns that is blocking more than 20%of Grate free of trash and debns. grate surface. Damaged or Grate missing or broken member(s)of the grate. Grate is in place and meets Missing. design standards. NO. 6 DEBRIS BARRIERS (E.G., TRASH RACKS) Maintenance Detect Condition When Maintenance is Needed Results Expected When Components Maintenance is Performed. General Trash and Debns Trasn or debns that is plugging more than 20%of Garner clear to receive capacity the openings in the baiter. flow. Metal Damaged/Missing Bars are bent out of shape more than 3 inches. Bars in place with no bends more Bars. than 3/4 inch. Bars are missing or entire baiter missing. Bars in place according to design. Bars are loose and rust is causing 50%detenoraton Repair or replace barner to to any part of baiter. design standaros. 9/1/98 1998 Surface Water Design Manual A APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 7- ENERGY DISSIPATERS Maintenance Detect Conditions When Maintenance is Needed Results Expected When Components Maintenance is Performed. External: Rock Pad Missing or Moved Only one layer of rock exists above native soil in Replace rocks to design Rock area five square feet or larger, or any exposure of standards. native soil. Dispersion Trench Pipe Plugged with Accumulated sediment that exceeds 20%of the Pipe cleaned/flusned so that it Sediment design depth. matches design. Not Discharging Visual evidence of water discharging at Trench must be redesigned or Water Properly concentrated points along trench (normal condition rebuilt to standards. is a"sheet flow"of water along trench). Intent is to - prevent erosion damage. Perforations Over 1/2 of perforations in pipe are plugged with Clean or replace perforated pipe. Plugged. debns and sediment. Water Flows Out Maintenance person observes water flowing out Facility must be rebuilt or Top of"Distnbuto( dunng any storm less than the design storm or its redesigned to standards. Catch Basin. causing or appears likely to cause damage. Receiving Area Water in receiving area is causing or has potential No danger of landslides. Over-Saturated of causing landslide problems. Internal: Manhole/Chamber Worn or Damaged Structure dissipating flow deteriorates to 1/2 or Replace structure to design Post. Baffles,Side original size or any concentrated worn spot standards. of Chamber exceeding one square foot which would make structure unsound. Other Defects See"Catch Basins"Standard No.5 See"Catch Basins"Standard No. 5 1998 Surface Wafer Design Manual 9/1/98 APPEND[X A MAIN IENANCE STANDARDS hut<I'K1v.a1ELY MALNlAuvcuUKAIINAbEt-AC-1Llllt.� NO. 8 - FENC9NG Maintenance Defect Conditions When Maintenance is Needed Results Expected When Components Maintenance is Performed General Missing or Broken Any detect in the fence that permits easy entry Parts in place to provide adequate Parts to a facility. secunty. Erosion Erosion more than 4 inches high and 12-18 No opening under the fence that manes wide permitting an opening under a exceeds 4 inches in height. fence. Wire Fences Damaged Parts Post out of plumb more than 6 inches. Post plumb to within 1-1/2 inches. Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence (including post, top rails, and Fence is aligned and meets design fabnc)more than 1 foot out of design alignment." standards. Missing or loose tension wire. Tension wire in place and holding tadnc. Missing or loose barbed wire that is sagging Bathed wire in place with less than more than 2-1/2 inches between posts. 3/4 inch sag between past. Extension arm missing, broken, or bent out of Extension arm in place with no shape more than 1 1/2 inches. bends larger than 3/4 inch. Deteriorated Paint or Part or parts that have a rusting or scaling Structurally adequate posts or Protective Coating condition that has affected structural adequacy. parts with a uniform protective coating. Openings in Fabnc Openings in fabnc are such that an 8-inch- No openings in fabnc. diameter ball could fit through. NO. 9- GATES Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed General Damaged or Missing Missing gate or locking devices. Gates and Locking devices in Members place. Broken or missing hinges such that gate cannot Hinges intact and lubed. Gate is be easily opened and closed by a maintenance working freely. person. Gate is out of plumb more than 6 inches and Gate is aligned and vertical. more than 1 foot out of design alignment. Missing stretcher bar, stretcher bands, and ties. Stretcher bar, bands and ties in place. Openings in Fabnc See"Fencing"Standard No.8 See"Fencing"Standard No. 8 9/1/98 1998 Surface Water Design Manual A-3 APPENDIX.A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILI IILS NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Pipes Seaiment&Deons Accumulated sediment that exceeds 20% or the Pipe cleaned or all sediment diameter of the pine. and debns. Vegetation Vegetation that reduces free movement of water All vegetation removed so water through pipes. flows freely through pipes. Damaged Protective coating is damaged; rust is causing Pipe repaired or replaced. more than 50%detenoraton to any part of pipe. Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20%. Open Ditches Trash& Debns Trash and debns exceeds 1 cubic foot per 1,000 Trash and debns cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20%of the Ditch cleaned/flushed of all design depth. sediment and debns so that it matches design. Vegetation Vegetation that reduces free movement of water Water flows freely through through ditches. ditches. Erosion Damage to See"Ponds"Standard No. 1 See"Ponds"Standard No. 1 Slopes Rock Lining Out of Maintenance person can see native soil beneath Replace rocks to design Place or Missing (If the rock lining. standards. Applicable). Catch Basins See"Catch Basins: Standard No. 5 See"Catch Basins"Standard No.5 Debris Barriers See"Debns Garners"Standard No.6 See"Debns Garners"Standard (e.g.,Trash Rack) No.6 NO. 11 - GROUNDS (LANDSCAPING) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed General Weeds Weeds growing in more than 20%of the landscaped Weeds present in less than 5% (Nonpoisonous) area (trees and shrubs only). of the landscaped area. Safety Hazard Any presence of poison ivy or other poisonous No poisonous vegetation vegetation. present in landscaped area. Trash or Litter Paper,cans, bottles, totaling more than 1 cubic foot Area clear of litter. within a landscaped area(trees and shrubs only) of 1,000 square feet. Trees and Shrubs Damaged Limbs or parts of trees or snrubs that are split or Trees and shrubs with less than broken wnich affect more than 25%of the total 5%of total foliage with split or foliage of the tree or shrub. broken limbs. Trees or shrubs that have been blown down or Tree or snrub in place free of knocked over. injury. Trees or shrubs which are not adequately supported Tree or shrub in place and or are leaning over, causing exposure of the roots. adequately supported; remove any dead or diseased trees. 1998 Surface Water Design Manual 9/1/98 APPENDLX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 12 - ACCESS ROADS/ EASEMENTS Maintenance Detect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trasn and Deans Trash and debns exceeds 1 cubic toot per 1,000 Roadway free of deons wnicn square feet i.e., trash and debris would fill up could damage fires. one standards size garoage can. Blocked Roadway Debns which could damage vehicle tires (glass Roadway free of debns which or metal). could damage tires. Any obstruction which reduces clearance above Roadway overhead clear to 14 feet road surface to less than 14 feet high. Any obstruction restricting the access to a 10 to Obstruction removed to allow at 12 foot width for a distance of more than 12 feet least a 12 foot access. or any point restnctng access to less than a 10 - foot width. Road Surface Settlement, Potholes, When any surface defect exceeds 6 inches in Road surface uniformly smooth Mush Spots, Ruts depth and 6 square feet in area. In general, any with no evidence of settlement, surface defect which hinders or prevents potholes, mush spots,or ruts. maintenance access. Vegetation in Road Weeds growing in the road surface that are Road surface free of weeds taller Surface more than 6 inches tall and less than 6 inches than 2 inches. tall and less than 6 inches apart within a 400- square foot area. Modular Grid Build-up of sediment mildly contaminated with Removal of sediment and disposal Pavement petroleum hydrocarbons. in keeping with Health Department recommendations for mildly , contaminated soils or catch basin sediments. Shoulders and Erosion Damage Erosion within 1 foot of the roadway more than 8 Shoulder free of erosion and Ditches inches wide and 6 inches deep. matching the surrounding road. Weeds and Brush Weeds and brush exceed 18 inches in height or Weeds and brush cut to 2 inches hinder maintenance access. in height of cleared in such a way as to allow maintenance access. 9/1/98 1998 Surface Water Design Manual A-10 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 13- WATER QUALITY FACYLITIES A.) Biofiitration Swaie Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Biotiltraton swale Seciment Accumulation Sediment deoth exceeds 2-inches No sediment deposits on grass on Grass Layer layer of the bio-swale,which would impede filtration of runoff. Vegetation When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10-inches);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded. Grass should be mowed to a heignt between 4 inches and 9 inches. Inlet Outlet Pipe Inlet/outlet pipe clogged with sediment and/or No clogging or blockage in the inlet debns. and outlet piping. Trash and Debns Trash and debns accumulated in the bio-swale. Trash and debns removed from Accumulation bioswale. Erosion/Scounng Where the bio-swale has eroded or scoured Bioswale should be re-graded and the bottom due to flow channehzation, or higher re-seeded to specification, to flows. eliminated channeled flow. Overseeded wnen bare spots are evident. NO. 13- WATER QUALITY FACILITIES (CONTINUED) B.) Grassiined Filter Strips Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Filter Strip Sediment Accumulation Sediment depth exceeds 2 inches. No sediment deposits on grass on Grass Layer layer of the filter step, which would impede filtration runoff. Vegetation When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10-incnes);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded.Grass should be mowed to a height between 4 inches and 9 incnes. Trash and Debns Trash and debris accumulated on the filter Trash and Debris removed from Accumulation strip. filter_ Erosion/Scouring Where the filter strip has eroded or scoured Strip should be re-graded and re- due to flow channeuzation, or higher flows. seeded specification,to eliminate channeled flow.Overseeded when bare spots are evident. V-Notch Pipe Weir When the V-Notch pipe becomes damaged or Cleaned and property functioning clogged with sediment/debris. weir,sucri that flows uniformly spread. 1998 Surface Water Design Manual 9/1/98 (1_11 APPENDIX A MAINTENANCE STANDARDS FOR PRIVA 1 ELY MAINTAINED DRAINAGE FACILI 11t.S NO. 14- OIL CONTROL FAC1L1T1ES A.) Oil/Water Separators Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed. API Type OWS Monitoring Inspeccon of discharge water ror oovious signs Effluent discharge from vault of poor water quality. should be clear with out thick visible sheen. Sediment Accumulation Sediment depth in bottom of vault exceeds 6- No sediment deposits on vault inches in depth. bottom which would impede flow through the vault and separation efficiency. Trash and Debris Trash and debns accumulation in vault,or pipe Trash and debns removed from Accumulation inlet/outlet, floatables and non-floatables. vault,and inlet/outlet piping. Oil Accumulation Oil accumulations that exceed 1-inch, at the Extract oil from vault by surface of the water vactonng. Disposal in accordance with state and local rules and regulations. Damaged Pipes Inlet or outlet piping damaged or broken and in Pipe repaired or replaced. need of repair. Access Cover Damaged/ Cover cannot be opened, one person cannot Cover repaired to proper Not Working open the cover, corrosion/deformation of cover. working specifications or replaced. Vault Structure Damage- Cracks wider than 1/2-inch and any evidence of Vault replaced or repaired to Includes Cracks in Walls soil particles entering the structure through the design specifications. Bottom, Damage to cracks, or maintenance/inspection personnel Frame and/or Top Slab determines that the vault is not structurally sound. Baffles Baffles corroding,cracking,warping and/or Repair or replace baffles to showing signs of failure as determined by specifications. maintenance/inspection person. Access Ladder Damaged Ladder is corroded or deteriorated,not Ladder replaced or repaired and functioning property, missing rungs,cracks,and meets specifications,and is misaligned. safe to use as determined by inspection personnel. Cracks wider than 1/2-inch at the Joint of any No cracks more than 1/4-inch inlet/outlet pipe or any evidence of soil particles wide at the Joint of the inlet/ entenng the vault through the walls. outlet pipe. CPS-Type OWE Monitoring Inspection of discharge water for obvious signs Effluent discharge from vault or poor water quality. should be clear with no thick visible sheen. Sediment Accumulation Sediment depth in bottom of vault exceeds 6- No sediment deposits on vault inches in depth and/or visible signs of sediment bottom and plate media, whicn on plates. would impede flow througn the vault and separation efficiency. Trash and Debris Trash and deons accumulated in vault,or pipe Trash and debris removed from Accumulation inlet/outlet, floatables and non-floatables. vault,and inlet/outlet pining. Oil Accumulation Oil accumulation that exceeds 1-incn at the Extract oil from vault by water surface. vactonng methods. Clean coalescing plates by thoroughly nnsing and flushing. Should be no visible oil depth on water. 9/1/98 1998 Surface Water Design Manual A-20 APPENDIX A MAINTENANCE STANDARDS FOR FR1 V.A1EL.Y MAINTAINED DR.41NAUn r,+Lu.11 its NO. 14- OIL CONTROL FACILITIES (CON77NUE.D) A.) OW Water Separators (Continued) Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Damaged Coalescing Plate mecca broken,deformed, cracked and!or Replace that portion or media Plates showing signs of failure. pack or entire plate pack depending on seventy of failure. Damaged Pipes Inlet or outlet piping damaged or broken and in need Pipe repaired and or replaced. of repair. Baffles Baffles corroding, cracking,warping and/or showing Repair or replace baffles to signs of failure as determined by maintenance/ specifications. inspection person. Vault Structure Cracks wider Man 1/2-inch and any evidence of soil Vault replaced or repaired to Damage- Includes particles entenng the structure through the cracks, design specifications. Cracks in Walls, or maintenance inspection personnel determines Bottom, Damage to that the vault is not structurally sound. Frame and/or Top Slab Access Ladder Ladder is corroded or deteriorated, not functioning Ladder replaced or repaired and Damaged properly,missing rungs,cracks, and misaligned. meets specifications, and is safe to use as determined by inspection personnel. Cracks wider than 1/2-inch at the joint of any inlet/ No cracks more than 1/4-inch outlet pipe or any evidence of soil particles entenng wide at the Joint of the inlet/ the vault through the walls. outlet pipe. B.) Catch Basin Inserts Aainienance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Catch Basin Seoiment When sediment forms a cap over the insert media of No sediment cap on the insert Accumulation the insert and/or unit media and ifs unit. Trash and Debns Trasn and debns accumulates on insert unit creating Trash and debns removed from Accumulation a blockage/restriction. insert unit.Runoff freely flows into catch basin. Inspection Inspection of media insert is required. Effluent water from media insert is free of oils and has no visible sheen. Media Insert-Water Catch basin insert is saturated with water,wnich no Remove and replace media Saturated longer has the capacity to absorb. insert Media Insert-Cil Media oil saturated due to petroleum spill that drains Remove and replace media Saturated into oaten basin. insert. General Regular interval replacement due to typical average Remove and replace media at life of media insert product. regular intervals, depending on insert product 1998 Surface Water Design Manual 9/1/98 A-21 HERRIGSTAD ENGINEERING PS Civil Engineer 3001 R Avenue, Suite 210B Dale Hcrrig:tad,P.E. Anacortes, WA 98221 (360) 299-8804 SAN JUAN COMPOSITES 502 34TH STREET WATER QUALITY CONTROL PLAN & DRAINAGE ANALYSIS CITY OF ANACORTES February 19, 2001 Revised April 5, 2001 Job# 125 Prepared B : A Y Dale K. Herrigstad P.E. Th Owner: Lake Erie Trucking j'l 11 l- ' -._' W. Wooding - 13540 Rosario Road Anacortes,WA 9822,1 1. PROJECT DESCRIPTION: a. Legal Description of Property: Lot A & E being a portion of Lot 54, Anacortec Indu_trial Park Addition, a5 described in survey recorded in volume 9,page 31,:itu;n:ed in Skagit County, Washington. b. Lake Erie Trucking 54. Wooding 13540 Rosario Road r} \ 2 Anacortes, S4A 98221 (360) 293-7332 c. The site is 3.73 acres of partially developed property in an industrial zoning area. The site is sloping to the east toward an abutting nil corridor that is presently abandoned and owned by the City of Anacortes. 34th Street borders the property on the south side and an existing manufacturingbuilding is located to the west with mostly undevelopedproperty to the north. On the site the west 57,300 square feet is developed with an 11,500 square foot building and 45,800 square feet of paved surface. The remainder of the site is covered with gravel surfaces, fill dirt and poor covering of grass,weeds and blackberry bushes. There are no buildings on the undeveloped part of the site or with-in 15 feet of the property lines. d. A site drawing has been prepared and attached (attachment B). The contour datum istothe City of Anacortes datum used with a benchmark taken from a monument at 34'h and "T" Avenue of 46.09 feet elevation. e. There are two soil types overthe propo:::ed site according the Skagit County Soil Survey. The 1 north 70% of the site soil is classified as Xerorthents,hydrologic group C. The remaining 30% bordering 341h street is Bow Urban Land soil,hydrologic group D. The vegetation on the site is grass, weeds and some brush. Seethe attached existing conditions site plan (attachment C) and Skagit County Soil Survey map and table (attachments A). f. For the undeveloped portion of the site there are no significant existing drainage channels. The sites primarily sheet flows from the west to the east and is collected by a ditch along the nil corridor. Some flow may also sheet to the adjoining streets. 2. Background Computations for sizing Drainage Facilities. a. Topographic maps are attached showing the entire basin and the sub-basin used in this design. b. Peak discharge analysis: Two analyses were completed to analyze the basin. The first of the two analyses were to determine the capacity of the downstream drainage system for the 100 year storm event and if ample capacity is available to convey the basin in addition to this development with out storm water detention. The second analysis is to size the new developments drainage system and designed the water quality control for the impervious paved area outside the buildings. This system will be sized to provide water quality biotreatmeni for the neve proposed paved area,the existing paved area and the future build out of the site. A. ENTIRE DRAINAGE BASIN ANALYSIS: DOWNSTREAM DRAINAGE DESCRIPTION: This analysis is to determine the quantity of water expected from two separate basins that drains through an outlet pipe to Fidalgo Bay East of "V"Place between 34th Street and Street "A" and determine if the existing drain pipe has the capacity to convey the 100 year storm event. The northern basin drains through storm pipe in Street "A" and the southern basin drains through storm pipe in 34th Street and the conveyance volumes combine in "V"Place. At that point the drainage travels east to Fidalgo Bay. See the attached basin drawings for details. CONCLUSION: The fully developed site flow through the existing conveyance systems for the two described basins is as follows (seethe analysisbelow): North basin 100 year storm flow = 7.68 cfs South basin 100 year storm flow r 9.15 cfs Combined flow of 16.83 cfs The existing storm drainpipe locations and capacities are shown on the attached drawing (attachment E) and pipe report (attachment F). As the drawing indicates the existing storm drain system has the capacity to C 3 convey the complete developed basin for the 100-year storm event that will outlet at Fidalgo Bay. The development proposed adjacent to 34t Street east of'1T" Avenue in conjunction with this report will not need detention. Also see the backwater calculation sheet (attachment G)to account for high tide during a large storm event. S•Jater quality treatment will be provided through water quality swales as shown in the accompanying Seater Quality Control Plan. 2. Background Computations for sizing Drainage Facilities. a. Topographic maps are attached showing the entire basin and the sub-basin used in this design. b. Peak discharge analysis: b. Current conditions; Northern Basin as shown on the attached site drawing (attachment A): TOTAL Land Area (acres)= 11.9 all with soil type Xerortherrts hydrologic group C. The site is industrial in use with an impervious area of 80% Pervious area = 2.4 acres Of = 89 Impervious area = 9.5 acres ON = 98 Southern Basin as shown on the attached site drawing(attachment. A): The basin is divided among residential use and industrial use. The residential area is 12 acres of the basin and has 3 du/acre or 34% impervious; Impervious- 12 acres •.34 = 4.1 acres Pervious Area —12 acres —4.1 acres = 7.9 acres The remaining 6.7 acres is industrial with 80% impervious; Impervious= 6.7 acres•.80 = 5.4 acres Pervious Area = 6.7 acres —5.4 acres= 1.3 acres TOTAL Land Area (acres) = 18.7 with three types of soil groups as follows; CN values Hydrologic soil group Land Use A C D Impervious 98 98 98 Residential pervious 76 89 91 Of values are taken from 1995 King County Surface S4ater Design Manual, Table 3.5.2B.The most recent (1998)version of the King County Manual does not use the SBUH Method. See attachment A. A composite Of value was calculated for all pervious areas. Soil Type Hydraulic CN Land Use Area of Percent Area Group pery land use use (acres) (acres) 20 Bow D 91 Residential/ 18.7 70% 13.1 grass 70 A 76 Residential/ 18.7 15% 2.8 Keystone pasture 165 C 89 Residential/ 18.7 15% 2.8 Xerortherts pasture CN pervious composite value Cr{ = 91x 13.1 + 76 x 2.8 +76 x 2.8 / 18.7 =88.5 �) 4 ON pervious- 88.5 { irnperviou5 98 Time of concentration calculation: Calculation performed using Waterc4ork5 Software. See Attachment B for graphical description of flow path. Results of the WaterWorkS run are attached. Ba:in 1 300 feet check flow through paved and gravel surface @:lope = 4%. 366 feet Shallow flow through paved and gravel surface @ slope= 3 5% 88 feet shallow conc. flow through ditch @ Slope = 1% 500 feet pipe flow @ slope = 1% Tc a. 10 Minimum Basin 2 300 feet short flow through grass yards @ slope = 8% 400 feet shallow conc.flow through ditch @ :lope a 5% 740 feet pipe flow @ slope = 4% Tc = 24 Ica 0.42(r L'ill S Or TaId60 V Where V,=k(So)v2 cp_)0.5 (500.4 Tc 0 42 n L P2 s K Tc= T T 1 0 42 0.011 , 300 1.4 0 04 3.34 T2 0.42 366 1.4 0.035 . 27 • 1 21 T3 0.42 - 88 1.4 001 17 0.86 • T4 0.42 500 1 4 • 0 01 42 1.98 T total= 7 40 T 1 0 42 0 15 300 1.4 0.08 20.49 T2 0.42 : 400 14 0.05 17 1.75 T3 0.42 . 740 1.4 0.04 42 147 T total= 23 71 SUMMATION: North Basin PERVIOUS IMPERVIOUS A CM A CH TC EXISTING 2.4 89 9.5 98 10 South Basin PERVIOUS IMPERVIOUS A CH A CT( TC EXISTING 9.2 88.5 9.5 98 24 RUNOFF CALCULATIONS: D ign will wetly.: Santa Barbara Urban Hydrograph Method (SBUH). Rain distribution type 1A. Precipitation' 100 yr. 3.1 inches 'Puget Sound Stormwater Management Manual ISopluvial Maps Append'}: FdII-1.1,pageIIl-1-43. ' 5 The summery cf the peak flow output is as fallo%vs d. Peak discharge Runoff calculations were perfarmed using S*iterrraorks Software for Hydrology. Output Information Peal. Flows (cfs) NORTH BASIN North South 100 100 yr. YR. EXISTING 7.68 9.15 The following arethc computer results forthc above: BASIN SUMMARY BASIN ID: Basnorth NAME: North basin 100 yr event SBUH METHODOLOGY TOTAL AREA • 11. 90 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3. 40 inches AREA. . : 2.40 Acres 9.50 Acres TIME INTERVAL 10. 00 min CN • 89.00 98. 00 TC • 10. 00 min 10. 00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns:0. 0110 p2yr: 1. 40 s: 0.0400 TcReach - Shallow L: 366. 00 ks:27 . 00 s:0. 0350 TcReach - Channel L: 88. 00 kc: 17. 00 s:0. 0100 TcReach - Channel L: 500. 00 kc:42. 00 s: 0. 0100 PEAK RATE: 7 . 68 cfs VOL: 2.96 Ac-ft TIME: 480 min BASIN ID: Bassouth NAME: South basin 100 yr event SBUH METHODOLOGY TOTAL AREA • 18.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3.40 inches AREA. . : 9.20 Acres 9.50 Acres TIME INTERVAL 10. 00 min CN • 88.50 98. 00 TC • 23.71 min 23.71 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns: 0. 1500 p2yr: 1.40 s:0. 0800 TcReach - Channel L: 400. 00 kc: 17. 00 s : 0. 0500 TcReach - Channel L: 740. 00 kc: 42. 00 s : 0. 0400 PEAK RATE: 9. 15 cfs VOL: 4.21 Ac-ft TIME: 480 min B. DEVELOPED SITE DRAINAGE BASIN ANALYSIS: The entire developed site will drain to 34th Street. A water quality Swale will be placed prior to the 34.h Street CB for water quality treatment. b. Developed Current conditions; TOTAL site area = 3.73 acres(162,479 sf) 5: will be landscaped on site = 8,124 sf 5% will landscape street right-of-way = 8,124 sf The existing developed area is: Building = 11,500 sf Paved = 45,800 sf Theprc+posed development Building = 25,037 sf E 4 Section 17.46.020 Spaces required. The minimum number of off-street parking shall be determined in accordance with the following table, except where the minimum number of off-street parking spaces is varied by the planning commission with a documented finding that the overall parking situation in the project vicinity will not be adversely affected. One bike rack space shall be provided for every five parking spaces. Use Parking Spaces Required Auditorium/assembly room/exhibition hall/ 1:4 fixed seats or 10:1000 nsf(if no fixed seats) theater/commercial recreation Boat moorage, public or semi-public 1:1 docking slips Boat storage 1:3 storage spaces Funeral home/mortuary/religious inst. 1:5 seats Hospital/in-patient treatment outpatient 1:patient bed surgical facility Hotel/motel 1:guest room Manufacturing/assembly 1.5:1000 nsf Office 4:1000 nsf Personal services without fixed stations 3:1000 nsf with fixed stations 1.5:station Residential: Single-family detached 2:unit Multiple unit structure: One-bedroom or studio unit 1.2:unit Two-bedroom unit 1.6:unit Three or more bedroom unit 1.8:unit Restaurant 14:1000 nsf Retail/mixed retail/shopping center uses Less than 15,000 nsf 5:1000 nsf More than 15,000 nsf 4:1000 nsf Senior housing: Nursing home 0.33:bed Congregate care senior housing 0.5:unit Senior citizen dwelling 0.8:unit Page 1 of 2 J 4' Use Parking Spaces Required Rooming/board 1:rented room Wholesale, warehouse 1.5:1000 nsf Net Square Feet(nsf). The total number of square feet within the inside finished wall surface of the outer building walls of a structure, excluding major vertical penetrations of the floor (elevator and other mechanical shafts, stair wells), mechanical equipment, parking areas, common restrooms, common lobbies, and common hallways. Storage area is included in the net square feet calculation unless the property owner demonstrates that it cannot be converted to habitable space. (Ord. 2323 § 1C, 1994: Ord. 2316 (part), 1994 Page2of2 420 .. i_ NV. ..4--- 8. DIP W (PRIVATE UNE . #.:3 . \ INV. 4.9' V 0 Y\ACCESS EASEMENT (AF#9903080165) - , \ ii O- « r -43 0 L? \--.,.. • 1-v, \n f ul0 1 \ \.. \ -C14 INV. 3.1' ,2 .--- - 7 �A / • Fd \ --------------•------____-.__________..-.-- .8" ABANDONED PVC SS c-15 - - - - - _ _.._.._.-_.. INV. 9.25' ( . 416 402 \ I i i - - 10,-PO1 WER LINE EASEMENT i / . \\ D 12.. 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L ��9GG�++ \ '� \ NRIN 64, CB IryCI 11 \ MB d rN p Qz 2AI REVmT4.5P' t� sse. 6 c JS 34 8N.i V,c10.80' �FIM FlEV SY \ \ TVSS N al 'A M _ IN.QEV P O -0 31112 P al n TOWV \ ULV of I5 .` IS \ WHET ff 1 j r {sNuvm CURB �, n <n EXISTING BUILDING AN JUAN F�{5,NWEI S-1N JUAN B9/llili �, " \ a �A �' Sad COMPOSITESLn - kektlai fhb as C0419POSUES $,p� too o \ cra AREA IL4v sr DIET BUILDING ®4% 5° SI - A�9 ® P0 113 9° Alp CO EXISTING BUILDING ELEv 3625 r y51 T', -N iB —_ m1 nRFa-zs.lw SF f�3 \ DRUM MEMm R/10ST Cn ens gl - lN"w E1fl'n'Se0B' - 1I (�T$�{ a; IXir sQEi'.=T \ 'ROWED..4451 Sr C-4 o< ' 6023 400 'S Ig \ �l \\ I�lf'R96®AI�B SNIIWH y� I FXSI,BLOC I .W' O a/ FAVOR ELEV.IJS a.' 1 - 20001F'^ 1I \ f p®� Q r=X PC t II \ \ _ \a 1`A"�CBYrY[l 4 �� _.-..-I 20.003/ I \ \ yy�h, w u Er �E SAILS us W I I �— _ \ 'PEACE OF COMM/ G I ` \ 11' ®� P'1 ^l r-A I Sri6 CURB 6 NC AC ,1Iu�3 , 1 \ ~ yy q �\ I e s EXIST PTV k FOOT MIN _ ffi� <�,1 'u F \ \ a> •• y I- POND?CONNECT \C} _- t 4$ N YYa $ , w/rraTr I!/MN. _ ,�, o �� arp,.. aA;%11 KLlg �"d' q AWN ar \ \ h i —� 16 \'' c �p 1(�T'y'p�P cS IIPFI . \ I� .u-.`O I r` PI m EXIST IMDY/A'ND , e .5D SZDIk If B„�� RIAIC7wr $ a IBEIA-SLN' 1 ll57r\ �,I CPEP i CO T l I _ iA�1f 1'— � 42 WAIFR 45 �30'— /610lMlM' EOSIN;PAYED SURFACE 11 \ NN QEV,=T9.10 kSI IXSi. (]IYT SJ9T SfAeT663 ` �oA,E / 1 l B 1YPI M.STEVc&60'IX6I l9]YPCI fy,6P�fi6� _urs �, IN. 'u�r ACP? Uu) rzeu- I' ' frrsT{now NIT fxm 5 SDIWNA> N A I I _ - _._ a Ex IXISI CB ).•y `NEW 11/2"WHIFF SERVICE y - - W/pl YM:'SERWANFWA! ID DWG 0 ---arc NH BIM BAY=�JI.IB' WAIfR YEJEk.&ZF FII BF IXIEYMM'£Y' 0 W -IXSICI W/S011B/TD, E — ._ - __ _ _. _ _— < _ _ _ PilV QEV -T6Tn_ _ _ - Q _ RIM au1„T��MST 90"i rs' — \ I _A—_ _ .._ c _ a A _e _ unAmrut, �1��'� rW',{ I EVA. WV - PROPOSED SITE IMPROVEMENTS m cD w aX @ I :Z ad l cw.:.., SUET NO Cl i Approved for construction subject to the City ol Anecortee Design Standards, Applicable 'FOB N0:250 r Ordinances and Codes on of Date of Approval. DATE: April 5,2004 GRAPHIC SCALE SCABr=50' CITY ENGINEER DATE 90 o 15 30 W 120 DUNN.D.Dg&NIGSGO 1 - -.,.I ... 1 Construction the approved project Is b 1 start Onene year ycaz of this date. OWE: D.IIEBHICSDAD LInI%VVIIRIVG IQLCNJC 11,10 I V Rr TYPE - DATE \ .ESCRIPTION ( ) GENERAL NOTESC) \/ /2 1. MATERIALS ASTM DESIGNATION i STRUCTURAL STEEL PLATE A529 OR A572 OR A1011 SS GRADE 50 COLD FORRODS MED LIGHT GAGE SHAPES A1011 SS GRADE 55 BRACE A572 GRADE 65,UNLESS NOTED STRUCTURAL CABLES A475 GRADE EHS HOT ROLLED MILL SHAPES ASS OR A572 FY=36 KSI OR GRADE 50 HOLLOW STRUCTURAL SECTION(HSS) A500 GRADE B \l/P BUILDINGS ROOF AND WALL SHEETS A653 OOR A702 ND A325 A 25,UNLESSDE ➢ NOTED VARCO-PRUDEN 2.STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3.A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS AND DETAILS ARE DRAWING INDEX SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE-TENSIONED AND INSPECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC/RCSC"SPECIFICATION FOR S I NUCTURAL JOINTS DRAWING TITLE PAGES - USING ASTM A325 OR A490 BOLTS"AND THE APPLICABLE BUILDING CODE. WASHERS ARE NOT REQUIRED WHEN Cover SheetTHE"URN-OF-NUT'TIGHTENING PROCEDURE IS USED. IF OTHER BOLT TIGHTENING PROCEDURES ARE USED, LONGER BOLTS AND WASHERS AS REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS. Notes Anchor Bolt Plan 4.BUILDER 6 CONTRACTOR RESPONSIBILITIES Primary Structural VP CONUILDINGS STANDARD NTRACT DOCUM NTS,VP BUILDINGS DESIGN,FABRICATION,QUALITY CRITERIA STANDARDS AND PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED 011-IERWISE IN THE Secondary Structural INTOLENCS WILL GERN THE WORK.(A VP BUILDINGS SPECIFICATION BOOKLET CASE OFEDISC EPANC ES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLAINS FOR THERS AVAILABLE PTRADES,ON UES'fJ Covering THE VP BUILDINGS PLANS SHALL GOVERN. Special Drawings -._.` IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY,COUNTY,STATE,OR FEDERAL AGENCIES,AS REQUIRED. Standard Erection Details ; APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR'S ACCEPTANCE OF THE e ° „ "'/���'.'.RA"� VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. s 44'- `.\C�1 C��.. 4-8 C D l "` ;`��h ���4461 ONCE THE BUILDER/CONTRACTOR OR NE FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE,CHANGES �"x .. x" rC�. FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/CONTRACTOR FOR MATERIAL, S l� ry"^ Gam .` N��ir:r 0I[ ENGINEERING,AND HANDLING FEES.SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE . „`�� +' -�' iii I ��Ii�, FABRICATION AND/OR SHIPPING SCHEDULE.A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE -` i"Op: ^a�4.GC \�\� II IQ MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE,AS LONG AS VP BUILDINGS DESIGN AND ��. "-•4"C�iZF t.it DETAILING APPROACH COMPUES WITH THE PURCHASE ORDER. � � `': "\ 'hI� I THE BUILDER/CONTRACTOR OR AIE FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ' `�.�„ �� j.+Iiii ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE 41 i -= ��,� `�"�.) M�� �II'N TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM UNLESS SPECIFIC E - ` ,.''�II DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE 4.4410 ,`�4%`\._ `c�+�� I I ��I PURCHASE ORDER,VP BUILDINGS ASSUMPTIONS WILL GOVERN 0 lC ~-`�'-/ \�`I' 'I THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS _"_ �` ��`'`\� \i' ' COMPLY WM-I THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY.SUPPLYING u C r. �__�,'�/ \` ''��� SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOER NOT IMPLY OR _= . ` (� I OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN R IS ACTING AS THE ENGINEER '''�.-7'' ''r```�`�� + 1 THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL r: �.,y'-/;�\'� _=`i YI' (� BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS FOR CONSTRUCTION"DRAWINGS. - �_ I I�1 OF THE R ERECTOR SUPPORTS OR MINE,F G REQUIRED AND FOR STALL BUILDING ERECTION WILL BE THE RESPONSIBILITY ��� TEMPORARY EMPOR RECTOR PORTS O DETERMINE,FURNISH,AND INSTALL `� 1.-- ,, I '� '� II 5.VP BUILDINGS IS AN APPROVED FABRICATOR ' '��'' \ ���I I) WITH THE FOLLOWING CERTIFICATIONS: . iMiiiiIUiliii i' ' � \0I'I ;'I I I f,� ♦N v` `�� / �� I E IAB APPROVALS 111 ii LOCATION CA NC AL WI MO OH AR iSiiililllll 1[ ii��., 1�� � IAFA-376 FA-377 FA-378 FA.3981 l � D 1 �' 11� �� I509001 CERTIFIED CITY OF LOS ANGELES TYPE 1 FABRICATOR �� CITY OF SEAT LE CANADIAN WELDING BUREAU DNISION 1 CERTIFICATION 11110 VP Bulidings,Inc. 3200 Players Club Circle Memphis TN 38125 Ili THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP BuildingCode: 97UBC *RHINOMwNOflODINamElxra,MAnOUHSREox, r. (]OVER SHEET �L"j� '���/�_� `)'t/ TIE FROPERIV DR'F6u NeoC - AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE Live Load: (Reducible) 20.00 paf . """'4 VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN Coll Load:Gravit 5.00, Uplift D.00 RSPRQWOEOEWAPILY CRERErnNQTNE ORDER LDINGAND suILaER +QeE y p pa EEAu,eorBEeosns REPRODucso E usm,roNQ P&L General Contractors, Inc. LHPLLNnRP PURPOSE REPR00 OBWFUTEN FOR OF ANYE OTHER PRODUCT FOR OR COMPONENT FURNISHED BY VP EXCEPT TO Wind Speed: 80.00 mph, wind Exposure: C ANY OTHER VURF0.90OWDS. rFRwRwRrrmx I I; CUSTOMER DATE ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Ground Snow: 25.00 APPROVThEos,ALCIFVP BUILcNGN. o + WILLIAM W. WOODING 1/10/2004 , Roof Snow: 25.00 sf TEGENERALCGxamCTOR ANWON ERECTOR'SSULEL. -',,,,,, ,u$ =ATroN P RESPONSIBLE FOR ACCURATE,COED QUALITY WCRNMAMHIP Anacoxtes, , Washington VP BUILDINGS sasreor ss Snow Exposure Category: I FullyExposed w EREcnNG THIS BUILDING IN COMIEMANCE wml DADA VP r g Y' p ORAWINO _DETAILS REFERENCED IN THIS ORAWINo, P BUILDINGS,INC. PROS= fimPMAo, Seismic: Zone 3 ALL NDINDUAILE UP BUILDINGS ERECTION GUIDES. blooding PAGE ANDINQUBmrIVANDARDS PERTAINING TO PROPER AISC CATG.MB CERTIFIED emossSPrn vscVEwaoN. 4.5b Building Use:Standard Occupancies mar WCwDINGTHE CORRECT USE QF TEMPORARY BRAcmE. 3/12/2004 B:50:03 PRANet 100 X 250 Quantem Con 2-24-04.VPC • O Frane Mem:bc� Jchedule 1 l / Id Bolt Connection 8 Plate Schedule (� Frame Clearances a ) Part Mem. qidth Thick. Webthk Depthl D`ey h2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension -flasher Boris. Clearance between members 1(CX009) and 9(CX010) : 95 CX009 1 6" .3750 .1875 l'-2" 3'-4" 30'-7 7 16" J Dia. Length Thick. Out In Bolt Boris. Clearance between members 1(CXO09) and 10(CX010) ; 9 2 6" .5000 .1875 3'-4" 3'-4" A 12 3/4" 2 1/2" 3/4" 4 2 RBX013 3 6" .5000 .1875 3,- Boris. Clearance between members 2(CX009) and 10 (CX010) 95 0" 1'-10" 30'-1 13/16" B 8 3/4" 2" 1/2" 1 3 Horiz. Clearance between members 2(CX009) and ].O QCXDID) : 5 4 6" .2500 .1345 1'-10" 1,-10" C 10 3/4" 2" 1/2" 2 3 Vert. Clearance at member 2(CX009) : 30'-7 3/8" RBX014 5 5" .3125 .1644 1'-10" 2'-8" 20,-0" RBX015 6 5" .3125 .1644 D 2 3/4" 1 1J2" Vert. Clearance at member 9(CX010) ; 30'-7 3/8" 2`-8" 1`-10" 30'-0^ Finished Floor Elevation = 100'-0" (Unless Noted Otherwise FtBX016 7 6" .2500 .1345 1' 0" 1'- 8 6" .5000 .1875 j®L 31-0" CX010 9 6" .5000 .1875 3 -7 Crane Clearances at To' Rail 10 6" .3750 .1875 1' 2" 31-4" Vert. Clearance at C AATA 1-1(Left) : 5'-1l 3/8" EPX004 11 7" .1875 .1345 '-4" 1'_4" 50•_2 1/16" 1.000:12 5 CJ g0+_2 1/16" Hors. Clearance at CRANE DATA 1-1(Left) : 2'-1 1/2" RPX005 12 6" .1875 .1345 l.00 1°_il" 34'-3 7/16" e @ 5 -0" 0:or arance at CRANE TA 1-1(Right) : 5'-11 3J8" EPX006 13 6" .1875 .1345 Hors. Clearance at _7w 'I ' '-i 9J16'q 8 5'-0"- ,�_-___ TA 1-1(Right) : 2'-1 1/2" fi EPX007 14 7" .1875 .1345 1 -3" 1'-3" 311-11 1/16" o 0 O V Q i• O O o P y w ® o o Lon V w 0 20 0 - 0 o m m m W m o 0v .4 .4 m mo 0 m . v 0e Ira* j xp13 m (2RHxo144 1(aRBxals(D RBX016 :'? � 0) -- ( SF84100 1 � y w 0 87'-8" C/C of Runway Beams ' -� �1� 'ySFB4100 _.-_ 0 -.. See Drawing: CRANE DATA 1-1 sL "' 11 I 0"FB2090 ( ----II FH3014 ° (2)FE2110 a(2)FH2O8D ...... -) 0 . I -, , o o N' o N k 0 x F84074v m o a O nm w a M.0 o in .4.w (1)0 r 14 F84030 ors2090 FB3014 ' (2)E732110 •(2)F82080 n F84030 I o U 0 W F83020 'n o El CB F83020 6Hi \\1/ FB3014 ` (2)FH2110 - Ai I I I ( p. 8'-9^ 32 _3JF f q s -21q_yIL ! $ 241_0., I 13'_3E+ 100'_0R 8 38'-2" FRAMECROSS SECTION AT FRAM LINES) 11 7 3 3/8" 6 2 @ 4'-2" 5 1'-6 11/16" 4 3'-5 1/4" 3 4'-0" 2 8 1/2" 1 6'-2" EL to CI of Runway Ream Dimension Key' VP Ref: Shape Name = warehouse Wall 4 Frame 11 1. USE 1/2 DIA. 113255 BOLTS FOR Euatnq TO FRAM, GIRT TO FRAME, TNOC VP'MC In n•n 0201 APPLIeS Buildingcode: 97 Tqa ONPWINGIXGLVOI"OTHEINFOPNATONNENEG+I, ASt'CI GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. ONLY TO THE POLL. PRODUCT GF �C' flENG 9THE PflOppllty OP Vp PVIL01N05 VP Braidings.Inc VT AND ➢E9SG" AND teRroRCpNCE Live Load: (Reducible) 20.00 p95 rats PROVIOW 6OIELY AM EBEC7 SThT mama SEE JOB DETAILS FOR BOLT LENGTNP. Re➢mne�Nxs SPECIFIED BY vP. OERCP+150'1T"E APPLICABLE PUPOIASB ORDER pXq 320p Players Club Circle Me�nphs IN 3B125 FRAMECROSS SECTION AT R' Lg�, T1m VP EBGxNEEn'a 9SAL OOCG Coll. LOad:GRaV1t]• 5,00, Uplift 0.00 pal "PLLNEWatpo8IFIEOq EPROINGE➢Oq"6S 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY To Paz PERPOR"ANZE Wind Speed: 80.00 mph, "YOINAOF VPOPEDINGB pnrON WgnTEx SIDE OC ISE WEB AS THE HILLSIDE WASHER. OR mom,OF NJY GIBER PRO➢OCT p wind Exposure: C "PIMA'OF VPeVILGINGV REV DATE By OFJCPIFgON OVILOcq � OR COMPONENT POENISRED By vp Ground Snow: 25.00 _ P&L General Contractors, Inc. EXCEPT TO ANy OE9SGN OR PEA- RE RESPONSIBLE CON+RpoloanneoS EEECTWI IS SOLELY CVSTON,, ` FOPEANCE' SAEO OR • Roof Snow: 25.00 pal ESPONSIBLE FOR'COMTE,6WV WALMIWORKNANSNIP Y12LLIAM W. WOODshm 9O INERECN+O THIS WILDING IN CONFORMANCE WTN THIS EOCAIbX _9PSLSPIED By V➢. Snow Exposure Category: I Fully Fa posed �AWIHG ISLEWRRECSOXCEOINS OgM1'MNG, Anoint B. , Waelu.n ton LAPP"Cp ZNN EGTONG"IGE9, g Seismic: Zone 3 WO INCIJShY STANDARDS PERTAINMOTO PROPER PROJECT VP B�llglilM. P $1 R nd EPECPM.INCI"WOMEGORRECMEOFTEMPORARY - wooding yp��ryl d O BODING NTS Ruags P➢eoe vPC VFRPISO 4 5t 3/12/2004 8:50:27 FILE"^ME 100 X 250 Quantem Con 2-24-04.VHC 1 . F i F' _ \ i \ 0 0 0 0 0 0 o o c® gp 0 I T. ? f ? f ? f f F F D1 'Ib5 35 D5 D5 D5 D51 D5 D5i D5 D1 en 1 1 I 1 ! I I ! og ,m-V 1�' 1 1 ! D[ Il/� ` D2 1 I 1 - 1 1 1 1 0 O I ! .. I 1 I 1 N O i N erg C) 1 I I I � C) i '3 I I I ! ! DA I I 1 I 1 I I I ,L. d1 I I I I ! I .-IO - N I I 1 I o O D5 -WI 1 1 1 1 1 D3 I 1 1 1 ! ! p I ! ! 1 1 E p - 1 ! O m NI - D32 i I U pN ! 1 1 I I I ! I I I I /''� w ��\W./// toD2 m 1 1 I Dl iD5 D5 D5 D5 D5 BSi D5 D5i D5 Dl ( , 1 I I I T I F I ? T I I I I f1qII 25'_pol y 25'_0N 25'-0" 25'-0" 25P_plT 25`-0" 25'—O" 25'_pl: 251_0R 251_All I 250'-0" I ANCHOR BOLT PLAN 2 1.1_p0 1 11_gn fl Dimension Key Finished Floor Elevation - 100'-0" I Unless Noted Otheruisel DU DRAWING DELUDING.THE INPOIMXYON HEREON. 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS' ARE TEE YP NNE INC£E" BEN. APPLIED Building Code: 97UBC HPNAIIS THE PROPERTY OF VP BUILDINGS VP Buildings,Inc. ANCHOR 2�ry M PLAN ONLN TO THE WORE P£OGVCT Or !FIE PROVIGEO5OL2LYFOR ENECIINGTIEBWLDIt1G ANCHOR HOLT PLAN TO BE FURNISH'® BY OTHERS VP AND DESIGN AND PEAPOAgAtiCE Live Load: (Reducible) 20.00 p8£ DESCRIBED IN IHE MftICAELE PURCHASE ORDER ABE 3200 Players CWt arde Memphis'IN 38125 gEQUIREIENTS SPECIFIED BE VP Y P p EHALLNOTDEMOCP OPRCGUCEDOKIREDF°R 2. ANCHOR BOLT DIAMETERS WERE DETERHINEU BY ALLOWABLE SHEAR AND TENSION Coll. Load:G>_arit 5.00, U 1>.Et p.00 GE TEDTVP ENGIIRER'C SEAL BCDS VOTHER FVP RY UIOItICq WgRTEI! BJILDER IOBN PER MSC SPECIFICATIONS' (FY - 36 HSI). ANCHOR BOLT LENGTH, EFFECTS NOT APPLY To THE EenroPmlwcE Wind Speed: 80.00 mph, Wind Exposure: C APPROVAL OF VR EBILDINGS. REV DATE RE DEBcmPnDx PLL General Contractors, Inc. / OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS. AND METHOD OF TRANSFERRING OR DES EN ANY aIOBBTKER PRODUCT V9x Ground ow. 25.00 THE GENERALCONTHACTOH ANODE ERLGTORIs so-ELY cc'.mONF.°WILL W9 W WOODING J J DATE R COMPONENT Surmise-so 9[P V_ n RESPONSIBLE FOR MFURATD,GOOD QUALITY WORK/FENDED / I/10/20C FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO HE DETERMINED BY OTHERS. EXCEPT TO ANY DESIGN OE ER- , Roof Snow: 25.00 psi INERECLBIGTHR BODING IN CONFORMANCE WITH THIS LOCATION Anacor L09 , washing Lon r OFMRCE REOU IAERENT: DRAWING,DETAILSREFERENCEDIN THIS DRAWING, I VPBUILDINGS GMWILCHECR 3. DESIGN LOADS AND REACTIONS. ARE FURNISHED TN THE REACTIONS REPORT. SPECIFIES BY VP Snow EXPOSITED Category: I Fully Exposed LL APPIIGAELE VP ERECTION GUIDES, FEWEST Woodingweassmoo 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR DOLTS MUST BE Seismic: Zone 3 ARDMOUNRYETAVG THE EPERRECT U ESFTEMN PAGE PCCIIPAPPLY PT,ACRD AS SHOW!: ON THIS !!HAWING OR STEEL WILL NOT FIT Bu):dine Ilse'standard On„upanCteO ERECIG'DUS INCLUANGn1E PERTAINING TO PROPER RAgY NTS eUlt➢ER'SPDR VPGVERSION. 4_Sb 3/12/2004 8:50:06 FILENAME 100 X 250 Ouantem Con 2-24-04.VPC HERRIGSTAD ENGINEERING PS Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 SAN JUAN COMPOSITES 502 34TH STREET LARGE PARCEL STORM WATER PLAN CITY OF ANACORTES February 19, 2001 Job # 125 Prepared By: Dale K. Herrigstad P.E. �1EkR' it.sant � "11 .. 6 ; Z df ot �O 4 is tc sioNAL Q. r I EXPIRES:6/02M - Owner: Lake Erie Trucking W. Wooding 13540 Rosario Road Anacortes, WA 98221 City of Anacortes Ordinance No. 2441 Section 11 Letter D. Large Parcel Stormwater Plan Requirements 1. Erosion and Sediment Control Plan. a. Soil Stabilization and sediment trapping. Soil will be stabilized as directed by the city of Anacortes Engineering department and in accordance with the KCSWM. The erosion control notes are identified in the Large parcel Storm Water Plan under runoff control. A sedimentation trap will be constructed in the drainage swale and remain in place until the site is stabilized as directed by the City of Anacortes, Engineering department. b. Clearing limits will be clearly identified at the perimeter of the site. The limits are well defined to the west by the existing pavement, the south side will be developed A i m x d \ Q W SS SIDE \ n RQ N N G • i1. -- ?" it�- EXIST. SDCB EXIST SSMH 3 • I Wp RIM ELEV=109.87 INV. fLEV= 07.52" o R/M fIEV.= 114.05 sS, $ 0 M / Z INV ELEV= EXIST / O N ,- C!] 30' ACCESS AND UTILITY EASEMENT r r 1.42" - EXISTING" 20' GRAVEL FIRE ACCESS ROAD - -_ EXIST. 8 DOUB :ARE HYD,i \ CHECK DEDECTOR__VALi _ \ l�,„7. \ EXIST CB TYPE1 EXIST ARE HYDRANT EXIST. 8° 71 WA A / A • ry. �'�� i7t4.25 \' ry fir' „ a�i 589'Sa• 4 if 74 2 ��' TOP OF FXIST ALL- O - S89'59'40'E 4 73,99' EXIST 8" PVC SD RAD - - ; '`y �, SETBACK 1 r K ul s.9 ��'X ,1`', 00 •, Exis7 CB TYPE1� X 4 ._-,._ ;, 5.00 ' /i \ Cy EXIST. CB TYPE2 J FEW a *ATER FOR SPRINKLER S'YSTEl1 0 \ ('�-� Q/L WATER SEPARATOR, SEE DETAIL V "may C\2 °° `v, CB TYPE? az EX. SS STUB ? c� L E E Rkf E1Ei!!�3I50' EXTEND B PbL SS 7O B1DC x \ L O O " a N NV. Eitl! 1.ffi' ` �.. FENCE x x x x by Rsl C�2 cep a o i o �� \ `,, `,`in,\` \ GAS a W ol e UNDERGROUND mI r � ti •o � POWER a `� CO W z —5- o` o,. SANITARY SS 44 V CID Qa ti oo' �j T m l SEWER �i W 1�f17 LF 8" PVC SD - ` ( SEWER STORM SD F [�� pix+y Z X SLOPE _ .0256 \ j j Q i W Uj i w o. ` 20 �o WATER W CICo � Vic' \ MAIN a `t E-i d� 1 $ � , - \ PV n xxo LL 30.E CB �YPff SDCB © W U RAI ELEK=�50' \..- - "'� s• sco a da' O Z INV. EIEV.4.31784' EXIST SSMH ) l �(P SSMH 0 Q Z 35 34 'e„ - RIM.-£LEV_ 104.57 '. l \ 37 , I _ '7Nl! ELEV..= 1 . 17." , v \ WGV A c 15' WMET D • 15 20 8,. PVC s p m �O \ EE ROOF DRAIN "' 21 ksrfz+111 -0 A Large Parcel Storm Water Plan and Water EXIST FACE OF f RIM £lfl.• � �\ EXISTING BUILDING Quality Control Plan was completed on April 5, o SA N JOAN ' 4-'RUDED CURS - 1ST TYPE 1 SA N JUAN g I PROPOSED BUILDING : ,, : . \ '. - j cr, 2001 for the San Juan Composites Building that J 'i - �� m X 1O included this site. 250 A — — — 25r000 SQ MAUNFACTURJNG AREA c, O/vPOS I1- S II� COMPOSITES f , • • �� h z PROPOSED FLOOR ELEt/=35.25' I z LOT AREA = 168,375 SF AREA = 11,483 SF EXIST 9U'LDING • in ELEV. 3s,25' • I,',' ' MAX BUILDING COVERAGE (501) = 84, 188 SF Q� EXISTING BUILDING �6 � ' ; EXISTING BUILDING COVERAGE = 36,633 SF -• —) AREA = 25,150 SF - P--q 1 • \` • BUILDING COVERAGE PROPOSED= 61,633 SF b CT II }� A SD Sa 38 CB 1�3450' _ _ — "{' CRADE _ ' ex. ssMH ) ` LANDSCAPING REQUIREMENT (5% = 9,429 SF 0 Ix cract E1tYL 1 BRFAK�- - �� Rr� ELEv=s3. \ LANDSCAPING PROVIDED = 9,4 1 SF tN .. ELEK=29.86' a �C N 9,00 ! \ NEW PAVED AREA SHOWN SHADED EE� • 63.23 _ y vi \ - EXIST. BLDG. \\\ za,00 f I-- \ PARKING REQUIREMENTS o t, • a,! \- FLOOR ELEV.= 133.42' = ` -Rs-I 29 00 �— _ z NEW MOW 0 G�"j �" s'-'-+ \ 47' . 1 o O O \ \ 3 CB TYPE? • �t 20,00 % \ 24000 SF 1(4MUiAClU1Pb�C O f.5 STAL{/fO00 Sr • 37 STALLS _ TOTAL NEW PARKING REQUIREMENT = 37 STALLS \\ a r ' a CURB OF Ex,RUDED, �" - 36 DlliDOQD00� ' _.i I ;' \ , TOTAL PARKING PROVIDED = 38 STALLS �d .a ? 1 2 ROOF DRAIN , f00' 4 1 r 'r �: �--) 6" PVC ,\ £X/ST. P.I.V. & JO' DOOR z ge ,,,..,,r....000 4 WI • PUMPER CONNECT ^— "+ y Q Q ( n W/ STORZ FITTING m �` / 135J101 35.00' - �3- Tv� o I — EXIST LANDSCAPING 3 7 - - GB nc 1 -ring ___-. INV. EItI!+ 68' - ` \ CID ( - 1� �r 4 GATE 1,620 SF 1 EXIST. CB TYPEl IPII<! ELEI!+•3�10' WALE FND - - - - - GAE 30' �- 30' ExrsnNG, c'>� J5 !F 12� CPEP �� EX. CB ,tYPE1 -AN \ \ �� \ rd .� 21 r =/ �7RANSFORMER _ — — EXST �.� \ T 1N6: 28.7, 2•9 9fLSF AND�CAPING ELEvr.„. 26.6,T' M EL EXIST. Cr 7YP�1. f t •I R " ' /1,, of) I / y 42 5 `! S 10' I w EX15flNG 58959 40 E 384.08 sD 12 lath- , , c V )�( �' z w Po• 5 8- SD SD ��� 12" Pi D EXIST 03 L SI4 Lt SLO ILL L �� RIM ELF�I = 6.35 f ` A._ I ASPHALT Pa£ WjATER EXISTING PAVED SURFACE . ' wL • J -'�n SD �A /NV. tL:V.- , 1,81' `L L �;, ' . EDGE i< ,, ME IER, EXIS , 4" P LE 9 w w m- ., -oro ;f EXIST. 12 SD o F»wca E i L 1 SD. :" \ e / EXIST CURB CUT EXIST. 5' SIDEWALK — - - c ' EXIST CB TYPE-2 i NEW 1 1/2" II;STER SERVICE' \ c3 W OIL WATER SEPARATORS To &' O `� RAN &EV= 31,75, ' IWTDP A/ETER SIT TO BE a EXST, C& W/ SOLID LLD O RIM ELE/.= 117.98' INV. E1EV.= 28.20' I 'c 2 IJVv. our EAST = 11 .15', 1 \ A A V A A A ' A —A ry p A /h A * U ACwfttd N \"IV 5V } cl 6'\8` A.C. W EXIST. _< SD SD SD K O FHCB PROPOSED SITE IMPROVEMENTS I L . . Ft Q I � Q..a . l' : 'L > A.,�} � siyr i •l FIONAL�NG� SHEET NO. EXPIRES 6/02/05 4a Cl Approved for construction subject to the City REV,: - 1 of Anacortes Design Standards, Applicable Ordinances and Codes as of Date of Approval. JOB NO: 250 DATE: April 5, 2004 GRAPHIC SCALE SCALE: 1"=30' 30 o Is 30 60 120 CITY ENGINEER DATE Construction for the approved project is to DRAWN: D. HERRIGSTAD start One year of this date. CHECK: D. HERRIGSTAD ( IN FEET ) Drwg D, fe -5-04 1__OE_1_ 1 inch = 3o ttn 4 � SHEET__ a w • C,A-T Y Qsy; City of Anacortes Permit#: BLo-2004-0197 904 6th Street Issue date: 11/29/2004 +".rrS P.O.Box 547 Expire date: 11/29/2005 Anacortes, WA 98221-0547 �c 41 (360) 293-1901 a w� cob Address: 402 34TH ST Permit Type: Fire Alarm Permit ra Ck ANACORTES WA 98221 Project: rn ra v aPN: 07 rC 8 Remarks: Install fire alarm system per approved plans as noted. co .pwner: SAN JUAN COMPOSITES LLC Contractor: EVERGREEN SECURITY INC r� address: 502 34TH ST Address: 8229 44TH AVENUE WEST � m 0 Ci- I ANACORTES WA 98221 MULKITEO WA 98275 Phone: (360)299-3790 Phone: License#: EVERGSI112L2 General Information: Fees: Building Valuation 6230 Building Permit Fee 112,50 Plan Review Fee 73.13 State Building Code Fee 4.50 Total Calculated: 190.13 Deposits/Receipts: 0.00 Total Due: 190.13 �Il THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NO, - - —NTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER OR L• AL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. S GNATUR OF OWNER OR AUTHORIZED AGENT ISSUED BY Fire Alarm Plan Submittals For San Juan Composites Wooding Building At Anacortes, WA 98221 I Fire Alarm Riser Diagram RA 1- FACP ► Zone #1 Smokes ► Zone #2 Pulls • ► Zone #3 Flow —► Zone #4 Tampers ► Zone#5 Unused 120 VAC — ► Zone#6 Unused ► Zone #7 Unused 12V 18AH —0- Zone #8 Unused —► Zone #9 Unused ► Zone#10 Unused ► Zone#11 Unused Ind Ckt#1 APS Ind Ckt#2 H/S's Ind Ckt#3 Unused 120VAC Ind Ckt#4 Unused Ind Ckt#5 Unused 2 X 12V 18AH Wooding Building FIRE SYSTEM SUBMITTAL 11/17/2004 FIRE CONTROL BATTERY CALCULATION STANDBY STANDBY ALARM ALARM AMPS AMPS AMPS AMPS DEVICE CITY EACH TOTAL EACH TOTAL DMPXR200F Main Board 1 0.12 0.12 0.25 0.25 DMP 790 Remote Annunciator 1 0.06 0.06 0.1 0.1 4 Wire Smoke Detectors 1 0.007 0.007 0.015 0.015 Fire-Lite BG-10 Pull Stations 3 0 0 0 0 Total Standby 0.187 Total Alarm 0.365 Standby Current Load 0.187 For 24 Hrs. 4.488 Amp Hrs. Alarm Current Load 0.365 For 5 Min. 0.0292 Amp Hrs. 20% Derating 0.90344 Amp Hrs. Total Standby Current Required 5.42064 Amp Hrs. Battery(s)to be used 2 12VDC 18AH Wooding Building FIRE SYSTEM SUBMITTAL I AUX POWER BATTERY CALCULATION STANDBY STANDBY ALARM ALARM AMPS AMPS AMPS AMPS DEVICE QTY EACH TOTAL EACH TOTAL DMP 504-24 APS 1 0.15 0.15 0.15 0.15 System Sensor P241575 HN/STB 0 0 0 0.091 0 P2475 HN/STB 0 0 0 0.148 P24110 Horn/Strobe 12 0 0 0.165 1.98 S241575 Strobe 2 0 0 0.066 0.132 10" Potter Bell 0 0 0 0.17 0 Total Standby 0.15 Total Alarm 2.262 Standby Current Load 0.15 For 60 Hrs. 9 Amp Hrs. Alarm Current Load 2.262 For 5 Min. 0.18096 Amp Hrs. 20% Derating 1.836192 Amp Hrs. Total Standby Current Required 11.017152 Amp Hrs. Battery(s)to be used 2 12VDC 18AH II I PRODUCT SPECIFICATION XR200F Command Processor Panel 242 Zone Fire Communicator MEA MODEL XR200F . � Commercial Fire Package °� Description 43-`1) The XR200F Command Processor fire package from DMP f provides alarm dealers with the industry's most powerful E addressable fire system available.The package is built around k the proven XR200 Command ProcessorTM and offers that panel's reputation for reliability and full range of zone expansion, -4, rt communication, and relay output capabilities. System Features Package Contents • Up to 234 zones suitable for 2-wire smoke detectors 1 -XR200PCB Command ProcessorTM Panel • Eight additional waterflow supervision zones using four 1 -350-81 Large Red Panel Enclosure Model 869 Dual Style D Initiating Modules 1 -893 Dual Phone Line Module • Individual zone programming for fire, fire verification, fire 1 -715 Zone Expander Module (four 12 VDC zones) retard, presignal, cross zoning, and fire supervisory 1 -318 Dual Battery Harness 1 320 16 VAC, 40VA Wire in Transformer • Up to 200 individually supervised notification circuits 1 -325 120 VAC Terminal Strip • Up to 242 graphic annunciator outputs 2 -356 RJ Phone Cords • Up to 202 programmable Form C relays Zone Expansion • 200 user codes with nine authority levels The basic XR200F package provides you with six Class B • Multiple 867 LX Bus'" Notification Modules for zoned powered zones for supervising waterflow switches, smoke annunciation of alarms and heat detectors, pull stations, and other fire initiating • Large red enclosure holds up to three 7.0 Ah batteries devices. An additional 28 zones are available on the keypad and wire-in transformer data bus and up to 200 zones can be added using the 462N, • Plain English system test by user 462P,or 481 Expansion Interface Cards and 711,711 E,714, • Plain English User Menu of system functions and 715 Zone Expander Modules. • Type 1 and Type 2 central station reporting The XR200 panel supports a total of 242 fire zones.Each zone . Dual line digital dialer with supplementary data network is programmable for a variety of fire protection applications. reporting to DMP SCS-1 Security Receiver Fire Zone Programming • Alternate reporting to two UL listed SCS-1 Receivers You can program zones for fire,fire verify,fire retard,presignal, • Pager Direct'"' alphanumeric and numeric paging cross zoning, or fire supervisory.This flexibility allows you to • Secure-ComTM Cellular reporting with Cell-Miser'M match individual zone characteristics to the particular needs of • Contact ID and Modem lie reporting to non-DMP any area in the fire installation, receivers • Serviceman's Passcode restricts system access to Upload/Download Programming authorized persons only with central station verification You can program the XR200 through any alphanumeric keypad • No external programmer required or remotely using the DMP Remote AccessTM for WindowsTM • internal Programmer accessible from any keypad program. Remote Access also allows you to retrieve the panel's program and memory log at any time. • Cross zoning between any zones to reduce false alarms • Swinger bypass option on all zones Listings and Approvals • Eight supervised keypad addresses with 32 zones Underwriters Laboratories - S3598 • 4-wire keypad and zone expander bus wiring Central Station Signaling • Codeless system reset using optional proximity reader Local Protective Signaling Remote Station Protective Signaling • 200 event history can be viewed from keypad, printed, or Proprietary Protective Signaling retrieved remotely using DMP Remote ACcessTM • California State Fire Marshal -7165 1157:105 1.5 Amps alarm bell output • 1 Amp auxiliary output New York City MEA- 168-93-E Vol. 3 • Inherent power limited circuits �► • Automatic or deferred test reports 2841 E Industrial Drive Springfield,MO 65802-6310 800-641-4282 Dlgltwl Monleorlr,q Products t T 0391(3/97) Communication Panel Specifications The XR200 panel's communication features include standard Primary Power 16.5 VAC 40VA transformer digital dialer, UL AA multiplex, Modem Ile, and Contact ID Secondary Power 12 VDC 7.0 Ah battery(supportsbl batteries) reporting to one or two UL listed receivers. Auxiliary Power 1 Amp at 12 VDC(with or without battery) Industry's only digital communication format Alarm Output 1.5 Amps at 12 VDC(with or without battery) The XR200F panel uses the IBM®SDLC format to send alarm XR200F XR200 panel in red Model 350 Enclosure and system reports to the central station in super-fast digital 14 25"H x 17.0"W x 3.0" D-10 lbs w/panel data.Typical on-line times are under six seconds compared to Enclosures 20 gauge cold rolled steel over 30 seconds with other formats. Contact ID Zone Expansion Modules This format allows you to send alarm and system reports to any Ademco, FBII,or Sur-Gard/DSC central station receiver. Model Description 711/711 E Single Class B Zone Expander Dual Reporting 714 Zone Expander Module-4 Class B zones You can send reports to one or two DMP SCS-1 Receivers 715 Zone Expander Module- 12 VDC powered zones and use either receiver as a backup for when the other cannot 716 Relay Output Expander-4 Form C(SPDT)and 4 be contacted. annunciator outputs(open collector) 200 Addressable Notification Circuits 717 Graphic Annunciator Module-20 annunciator outputs 460 Interface Card Adaptor Board/accepts up to five cards The XR200F panel supports up to 200 of the DMP 867 462N Data Network Interface Card with LX-BusTM Addressable Style W Notification Circuit Modules for complete 462P Printer Interlace Card with LX-BusTM individual annunciation of protected areas. Each 867 can be 481 LX-BusTM Expansion Interface Card set to a unique Supervisory address and Bell Relay address for zoned annunciation.The 867 can switch up to 5 Amps of Steady, Pulsed, Temporal, or Calif. Schools alarm power Panel Accessories using an auxiliary power supply supervised by the 867. Model Description Built-in Programmer 305 Plug-in Relay 320 16.5 VAC 40VA wire-in transformer The XR200 contains its programming information in an on 322 16.5 VAC 100VA wire-in transformer board processor and does not require an external programmer. 367 12 VDC 7.0 Ah lead-acid battery Installers and service technicians can program and test the system from any keypad connected to the system. 370RJ Lightning Suppressor with dual RJ jacks 430 10 Conductor Output Harness Local Printer 491 Load Save Module -holds two full programs The 462P Printer Interface Card allows you to connect a local 865 Style Y or Z Notification Circuit Module serial printer to the XR200F for real time printing or periodic 866 Style W, Notification Circuit Module printing of stored system events. 867 Style W, LX-BusTM Notification Circuit Module 869 Dual Style D Initiating Circuit Module Outputs SLK-835 DMP/Hochiki 8 to 35 VDC Photoelectric Smoke The XR200F package can provide two SPDT relay outputs Detector head with built-in Alarm/Status LED and eight 12 VDC 50mA annunciator outputs by adding an HSB-200 2-wire Smoke Detector Base optional Model 430 Wire Harness and two Model 305 Plug-in Output Relays to the panel.Each relay is rated for 1 Amp at 30 Additional security options VDC or 500mA at 120 VAC. For combination fire/security systems where allowed by AHJ. Model 716 Output Expander Modules can also be added to • Eight on-board fully programmable burglary zones increase the panel's relay capacity to 202 auxiliary Form C • Easy EntryTM access control keypad compatible relays and 242 open collector outputs.Individual outputs can be activated by zone activity,manually through the keypad,or • Multiple schedule types for arming, disarming, and user by one of up to 50 programmable schedules. control for up to 20 individually reporting areas • Up to 200 zones can be 900 MHz wireless devices 200 User Codes • Area, All/Perimeter, and Home/Sleep/Away arming modes - You can assign up to 200 customized user codes in the • Common Area and Bank, Safe, and Vault area options XR200F panel allowing you to select the system functions and • Codeless user arming and disarming keypad displays each user can access. You can also select • Optional 2-way voice with central station communication standard DMP authority level programming that provides nine fixed levels of access to the system. • Wide range of vacuum fluorescent and LCD keypad styles Digital Monitoring Products 2841 E. Industrial Drive Springfield, MO 65802-6310 800-641-4282 ro•uct a ec ton e u •e Model Designator Wire Type Model Designator Diagram 9 Model Designator 9 Designator Listing Number Description Designator Power ' Series Caslpnato/Features �� 449 UL 2 Two-wire only A 2 V DC \449CSRT 448 ULG _ 4 Four-wire only C 12/2/24V OC Wire Type Power Designator Features . Description Designator Feature P E End-of-Line Power Built In end-of-Ilns relay that also acts es a sensitivity status output.For lour wire only Fall-sate relay trips upon toes of power or 11 _ Supervisory and Sensitivity smoke detector is outside the approved sensitivity range ler more than one day End of lino resistor is easily connected to terminal Status Relay with no extra wiring,or relay contacts can be connected to a separate trouble loop H isolated Fixed Temp.and Isolated fixed 135"F(57"C)and rate of rise heat detector,independently taps the LED and alarm relay output.Smoke detector Rate of Rise Heat Detector activates internal sounder(local alarm)and auxiliary relay,but does not latch.Approved as both single stationsmoke alarm and system heal detector Ideal for hotel,motel and dormitory rooms where emoting is allowed R Auxiliary Relay Used to activate other devices such as elevator recall,door hangers,etc UL Listed or reles°Ing services. S Butt-in Sounder 85db built-in sounder storms when smoke is detected or when power wiring polariiy Is reversed. SS Built-in Sounder with 85dbbuilt-In sounder alarms when smoke Is detected or when power wiring polarity is reversed.Also,chirps when unit goes outside Sensitivity Status ONpul the approved sensitivity range for more than one day Resetting detector will silence chirp for one day,until unity Is restored to proper sensitivity. T Integrated Fixed Temp end Integrated lived 135'F(57"C)temperature and rate of rise heed detector offers double protection.Either heat detector or smoke Rate of Wettest Detector detector can trip and latch LED and alarm relay outputs L Low-Temperature Output ' Non latching,low temperature output tor emperatures below 43'F±5"F('C) ' Electrical Specifications Max.Ripple Typ.Ave.Stby. Typ.Alarm Cur. Typ.Ave.Pol. Alarm Relay Other Relay Model 2-Wire 4-Wire MIn.Volt. Max.Volt. (PK To PK) Cur.(12-24V) (12.24V) Rev.Cur. Contacts Contacts (V) (ciA) (mA) ImA) (A) (A) 429AT,428AT • 0 5 20 10% 70 'see SO9A - - - 429C,429C • 8 5 33 10% 70 'see 610A - - - 429CT.428CT 8.5 33 10% 70 'see St OA - - - 429CRT 85 33 10% 70 'see S11A - - 2 429C5T,428CST,429CSST 8 5 33 10% 1 70 'see 311A 10 - - 449C,4413C • 85 33 10°b 70 15 _ _ -_ ____0.5_„__-__ - ' 449CT,448CT • B 5 33 f0% 70 15 - 449CFlT • 8.5 33 10% 70 31 - 0.5 2 .._.__449C BOLT 5 449CL7,448CLT • 8.5 33 10%-�--1 U'b 70 --- 15 05 _.__._ ._ -__-_ 449AT,448AT • 5.1 _27 __ _ 10% 70 _ 15 - 0.5 ___ 449CST,446C5T • 8 5 33 t0°o 70 �40 10 0.5 - ___ 449CSRT • 65 33 10% 70 51 10 OS 2 449CSLT,448CSLT • 8.5 33 10% 70 40 10 0.5 - ..- 44905RH • 85 _.._33 10% 70 51 10 05 2 449CSST • 85 33 10% 70 40 10 _-_ 0.5 - 449GS7E.449CSSTE • e5 33 10% 23mA 51 33 0.5 2 449CTE, _ _. • 8.5 33 10% 23mA 31 23 0.5 2 468CSH.. _. • 65 _ . 3310%--_ 70 51 10 0.5 _ 448CSRH" 8.533 10% 70 51 10 0.5 2 Nay Supervision Units 204.8V(UL Listedl 5 1 15 - 33 rnA 0 6V DC - - 0.5 - 14mA012VbC 204.12/24V(UL Listed) 8.5 33 - 28mA 0 24V DC - - 0.5 - ._ _ ______._-.__�..w..__.__ _ ._ __._ .._ .-_____-.. . ___. 14 MA 012V DC 204-12/24V CAN(ULO Listed) 8 5 33 - 28mA 0 24V DC - - 0.5 - - '429 models draw up to a maximum of 60mA alarm current it nol limited by panel. Product Data Sensitivity Heat detector specifications...fixed temperature- 135°F,50 ft. spacing 428/448-minimum 2.0+0.50%/Ft. rate of rise- 15°F/min. &>105°F(8.3°C/min.&>40.6°C) -maximum 2.0-0.50%/Ft. Low temp specifications 43°F(°C)±5°F(°C) 429/449-minimum 2.0+0 37%/Ft. Auxiliary relay contacts 2A @ 28 V DC or 120 V AC(resistive) -maximum 2.0-0.39%/Ft. Alarm contacts 500 mA @ 36 V DC(resistive) ' Operating temp ....32°F to 120°F(0°C to 50°C) Detector size 6.1 in.(15.5 cm)x D 1.85 In. (4.69 cm)x 8.8 oz.(0.25kg)W Operating humidity range 0 to 95%RH Packaging 10 detectors are packed in a carton Sounder specifications 85 dB at 10 Ft. Self-diagnostic indication typically 27 hours after reset(do not connect to power - Color white cover/white base supply that resets every 24 hours) Field wiring size 14-24 AWG ©1999 Sentrol.Certain Items in the Installation Instructions are protected under one or more of the following patents:5,546,074; 5,708,414;5,798,701;5,821,868;5,936,533. SENTROL Sentrol reserves the right 12345 SW t eveton Dr.,Tualatin,OR 97062 to change without notice, ark , without notice. Tel.: 503.692.4052 Fax: 503.691.7566 ESLpd U.S.&Canada: ©1999 Sentrol U.S.&Canada: 800.547.2556 Technical Service: 800.648.7424 E-3914.0999 A PRODUCT Of S E N 1 It a L FaxBack: 1.800.483.2495 14153 Rev,8 (o tint Airing y Device From FRCP*:"•- to._ —IOC o rid Firesure® p„Larien er s T % 0 0 \i. lico 1C1 r‘l% 15 % CIA\fp % . .. ll ea;ar n pushOtt��ft0 Pandn9 t 6Dfl ty}�+_ ^�t Manual o. 63tA772;OmarPatents t562yfi3'n a ' J%BG1` 42835k 6.380,846; ,f N. Led.U.S.Patent N°.Des o Paten c soon t wi4,ahex-luckreset ��: Document pull stal,on alarm initiating � acu°n manual p open wiO} tier Description on-c,xfed,dua t tth one perma'W P isms guidelines(. n — is a n noels w Meehan Flt 012 putt station - control p' a erasing Braille p 1u l Er pull force«,activate the put fl,eBG' pire•1 ire AG controls and P watt provides A 5lb.maximum p along too wiein8 under I n The perElG t n meets the AD t for a handle S a Apµ1hG{D°not P feature.It P requirement pull ,rattan great wtra ern to input tt ADA terminals. supervision. inp d.t.3(t��t'a the molded into ntaBC Lion instructions ate also present gPU Lion Operating bets are' C or Ntanuat Putl 5ta station Ope /Tettttinat num tU volts to tent.Molded end rated at 6,^_5 A as Installation.The dour of pltUt is€old plates for reliability ' Suring has already gaiings ull station the backptate contact t ackhnx or a of the P Switch ' the ch backdate after DC). SB-lq or SB-t10 surface tr po not detach to the u, the 4.,tto e se square Bush mounted. cannot t e surface mounted an€cx yemi_cehackounteS. CAU'ft�►ta box. Installation -gang,,double-€' t�is«,be the pull station electrical these instructions, 12 Putt station can be to-t:' if BG- installed onto an with TheBG x,astandardsin`anbeuseSaccordance atidehelewl Item flush mounted itaÜUfl. BUt2 pustacal athethe Fir •uite ationa andloush in al. utar tesg be con- dn .Re luretoof5ns e f`r ducte inacord Na drds push in Snwn. Fire•l ire-Lite Duration t, Open IN1U} Nl (Authority appropriate condition.oases upon P handle is P of the A with in Jurisdiction). ort an alarm testing ofthe ToA �VAID appears after the accordance Tl Normally vice to rep tested or maintained. le Throw tSPS ducted iu ac erly eptot an s reset, use. Sin€ may result in tailurbeenh mPrPP oti ect,the tinn tr,ach u,an i includes one SingtC�f the pull station. device*that have ed y2 eml-if the clear fkxir spat the pull settthe ace only allows forward aPp allnxv is n activation wrench into fiance clear floor sp es tt2t. wt,ich closes uPn 9f6a-inch hex AI3A CnmP if the ' 4R inch axintum s,de ents reac switch tied liance, tit allowed is the Putl Station ti4tum. Pot A4AcOntP h lteig a whectchatr,the m ull station.inse r t�v tsep forward reac rsnn in Res¢tttng C 12 ttex lock p c,untereioc' maximum roach by a pe the B seated and tum arallel apP 1 To tese- turns n,normal. allows P 3l 'ap roar the sock until thinly ntil the handle re • Z.Open the door tiuthe door. to the `Is°rmat position.Opening 54 inches t i 3,Close and resets the switch Closing the door automatically alarm switch. the door will not activate or deactivate the Note; Alambrado RS ' Fire •Lrre° Alarms Haciael fmo 0 • Desade FACP+ +Dispositivo IDC— ROt —IDC 1 BG-12 Estacion Pulsadora Manual JHE lir O o Patented,U.S.Patent No.Des.428,351;6,380,646;6,314,772;Other Patents Pending • . r• • e Documento 50964-1 156-2263-01 t 0 IfI a t,Dc.�, llVh Descripcitin CI I�`�.,�—�� La estacion pulsadora to de es una esua he n onal Est a y du doble panelccion manualec con da �\ caracteristica de reajuste de una cerradura hexagonal.Esta provee a los paneles le control de C1 Fire-Lite con una alarma de initiation de entrada nonnalmente abierta(N/O).El BG-I 2 reune tr LE J las normas de control y funcionamiento do la ADAAG(section 4.1.3[13j)y los requisitos de = ADA pars quo la estacion pulsadora sea activada con una fuerza de jale maxima de 5 libras. Las o o instructions de funcionamiento estan moldeadas en la manija pnanubno))unto al texto Braille. • 0 Los nUmeros moldeados de las termmales tambien estan presentee. \ F're•UTe ��\�., ` g 1 ( \ gyp' II rt Paramelrtrs de Contact()del Interrupter 5.a \��u a k,r I I I--4 El contact°del interceptor(N/O)es ore plateado pan la confiabilidad y clasificado en 0.25 A en 30 voltios(AV o DC'). BC'"12 Advertenna!No enlace el cahicado debajo Estaei6n Pulsadora Manual de los laminates.Rompa la corrida de cable Instalacidn pars mantener la supervision La estacion pulsadora BC-I2 pucde ser montada en la supetttcte del respaldo de un SB-10 o un SB- i 1/0;esta tambien puede ser semi-montada en una cap eldctrica cuadrada ya sea individual o doble de 4"(10.16 cm). El andlo opcional(BC-TR)puede ser usado si el BG-12 va a ser semi-montado. PRECAUCION O Funcionamiento SE No se separe la puerta de Ia estacion pulsadora durance la instalacion.La puerta de la estacion no Para activar la estacion pulsadora de doble action,srmplemente empuje hacia adentro y tire hacia podra ser reatada a la placa posterior despues de que la placa posterior haya silo instalada sobre abalo la manija(manubrto).La palabra"ACTIVATED"aparecera despues que la manila haya silo una caja electnca. urada hacia abajo.Esta permanecera hasta quo la estacion pulsadora sea reajustada. La estacion pulsation incluye un poste individual.un mterruptor individual(SPST)Normalmente PRECAUCION Abrerto(N/O)el cual se tiers en la activation de la estacion pulsation. Instate la estacion pulsadora de Fire-Lite BG-I2 de acuerdo con estas instructions,aphcando las normas de la NFPA y los codigos y requisitos de fuego locales y nacronales de la Alit(Autoridad Reajuste de Ia Estacion Pulsadora NIS teniendo la jundiccion).Se deben conducir pruebas regulares de los dispositivos utilizando las I. Pam reajustar la cerradura hexagonal de la estacion pulsadora del BG-12,se inserta la Ilave normas apropiadas de aeuerdo a la NFPA. La falls de seguir estas instructions puede hexagonal proporcionada de 9/64 pulgadas en la cerradura hasta quo este firmemente sentada, resultar en la falla del dispositivo pars reportar una condition del alarma. Fire-Cite y se le la'/.de giro en sentido contrario a las manecillas del reloj. no es responsible por dispositivos que hayan sido instalados,probados o mantenidos 2. Abra la puerta hasta quo el manubrio regrese a Ia positron normal. inapropiadamente. 3. Cierre y asegure la puerta. Nota:Al cerrar la puerta el intertuptor es reajustada automaticamente a Ia position'Normal'.El ADA Conformidad: abrir la puerta de la estacion no activara o desactivara el interrupter de la alarma. Para el cumplimtento con la ADA,si el espacio del piso vacio permite solamente el alcance frontal a un objeto,la altura maxima del alcance frontal pennitida es de 48 pulgadas(121.92 cm).St el espacio del piso vacio permite el alcance paralelo por una persona en silla de medas.to altura maxima de lado permmda es de 54 pulgadas((37.16 cm). it I ' O N ENo D O mQ M V i 3i ¢, 5) T O 250'-0" C.) 25'-O" 25'-O" 25'-0" 25'-0" 25'-0° r o Q a I 1 I I 1 t I 79 �--' i 1 _________ 1 W I�1 O ; 1 O v' N co I O OFFICE d LHCH \ D 1 ti FACP Fire Alarm Control Panel _ ;= r RA Remote Annunciator 1 I U HS Horn/Strobe o ,I S Strobe N OFFICE 1 1 P Pull Station 1 APS Aux Power Supply 0 Smoke Detector E — — — — — — __ 430 C� ✓o�Q V► "I v� ^o^, l�� MEN'S ( - V �GLQh ROOM U r N WOMEN'S 1 A' C ROOM — — — _I �� z TOOL46 „y�� , yset_9 ,1 ,,j;'c •Th �00 S /� o 0 FC CN ROOM , " U H do s?e,-,g '\ S �r �`\U fLc U - g Q hid : _ _ g 1 SMALL PARTS vj 0� �� L-ou: J U'�� ��v1 0 `W ROOM r n ccl LiJ w m CID re. 1 Olal I a _I- , 1 ro 1 M CD CNI W 1 �, u (///'''���I \l C L.L. - cx l I / ���/// lb c_ a ? ,.• © I Lpp "al 0 Ln Ill — IT -Jr .� _ .— — L IIIN u, a v In m C CD ' a I 11 > FIRE ALARM PLAN I:i ;, rnt li 1/8" = 1'-0" , . fir;---._. . . . . ..,_.-_ - ; I • • lv,V` l" y V. I 31 • I I I 1 I i U 0 o i I N O a I I I I N C O I I 1 1 I co . I 1 I 1 I N 1 I -T1 0 1 n in I D o > 2 II— -- -- -- ---\ — --rco) z I I I I I al 1 I I 0 a i 1 I I I 1 I IY E — - — -- -1. — --(8 I C N VI I to I j I f i i 1 = m III I11 m i I 1 I I 1 I 1- - -'` ___4,--";) I I I I I I '— 1 I i I I 1 i t 1 1 ; 32'-3" 21' 9" J, 24' 0" J 13' 3" o C 7 / I I 100'-o" I I y I rr /r (� , !„j , 0' tW? 1n) o _ i s , I i Project: ver ree SecrTty Wooding8HdHg g 8115 Broadway, Suite 101 , Everett, WA 98203 402 34th St, Anacortes, WA 98223 I Phone: (425)348-3850 Fax:(425)353-8934 E—Mail:BEMURRAY®EVERGREENSECURITY.COM I Phone: (360)299-3790 i IION CONTACT q .=,>;D INDUSTRIES Uc, ±OEAAY, SUITE H MOJN-I VERNON, WA 98273 (3601 416-3000 IT E Cory This drawing is to be kept on =thp 810friirn ']zits, at all turps nn NOT OCCUPY RUII PING UNTIL CERTIFICATE OF n. PENALTY BY FINE• W us:6091 in state energy cols mug be complied walk ANY CHANGESFD THE APPRVED PLANS B THE B LDING OFFICIAL. ST EtEAPP. • -• CITY OF ANACORTESLANS •EP APPROVED q • PERMIT NO. ADDRESS 3'� APPROVED Bib SUBJEOLADON OF CODECSINOT NC UDEOr , C1R V REQUIRED PRIOR TO A NAB CUT PERW1 IS ANv CURB OR SYDEWALK. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR. DUCT TO BE AT LEAS? E SQ. IN. AND PROVIDED WITH A READILY OPERABLE DAMPER `8z jrr 7t aq►N1H6 \ej ki.` CITY OF ANACORTES BUILDING PERMIT PERMIT NO.: BLD2002-00050 P.O. BOX 547 APPLIED: 2/19/02 ANACORTES, WA 98221 ISSUED: 3/21/02 (360)293-1901 EXPIRES: 3/21/03 SITE ADDRESS: 402 34TH STREET ASSESSOR'S PARCEL NO.: P78024 PROJECT DESCRIPTION: New Retaining Wall. OWNER CONTRACTOR BILL WOODING 502 34TH STREET ANACORTES,WA 98221 Primary Phone: Primary Phone: I'I Phone 1: Phone 1: License#: I •, TYPE OF WORK: ADD AREA VALUE: $ 5,500.00 TYPE OF USE: SF LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: ? 1ST FLR: sf ZONING: 2ND FLR: sf FRONT: ft Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: 2: OTHER: sf REAR: ft I 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TnTAI 1: 2: STORIES: II m ' b0 II tutu 11 "ow4V [4 II 3: 4: BUILDING HEIGHT: fi II NCCU II`ta � r- w li I II an II CU[LJ II II- II n3 II FEES NOTES:31 er ro g= I II I .. .. -mw0a II II- CCI.Jt9s Type By Date Receipt Amount 3-'w°" I' w II r=1- 1 4T 6 Il fa Ls- a PLCK MRD 3/21/02 -0107709 $65.81 ="` cnw^'4 II"'- -a w " II JSCUa F...a II a� G g Z a II II I PRMT MRD 3/21/02 -0107709 $101.25 "-`21- to m ll- ✓a�O.•.W - ist G ,_y sner II W W G Y STBC MRD 3/21/02 -0107709 $4.50 rc-I+r.na 1 11 Hd r 1 a I1 1-eti0----=,s, II4L1 gCC a 11 `ems �c. Iltna u w I- Il Total: $171.56 - II 0� "i II Ia. WW . it rt.) II L>S+ atw Y SI S II CU[9 la= V L oa II+f CU t.?G y II I hereby acknowledge that I have read this permit and state that'the abo‘ La 00- 1.24 Jwy�c L �Vlllply with all ordinan and state and federal laws regulating activities covered Iby t Is pe it. y Issue y A licant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections Feb 01 02 01 : 58p Dale Herrigstad 3602998804 p• 1 s" HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue, Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 May 31, 2001 Job #125 Don Measemer Building Department City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: Engineering design of Ecology Block Wall for the San Juan Composites site. Dear Mr. Measemer, The ecology block wall that is in place along the access easement to the San Juan Composites manufacturing site was built with standard 2' x 2' x 6' ecology block at a maximum height of 10 feet. The blocks were constructed at a slope of 6:1 from vertical. The back fill behind the wall is a well draining sandy pit-run material laid horizontal at the top of the wall. The top of the pit-run will be capped with crushed rock and paved. At the top of each layer of blocks a geotextile fabric was laid that extended into the backfill from 4 to 6 feet to provide an anchor for the blocks. The base of the blocks were placed 1 foot minimum below grade into firm soil. Like a rock wall the ecology blocks is not a buttress and the blocks provide little horizontal shear strength. Unlike a rock wall the blocks are uniform and key into one-another to provide greater stability. The backfill is well draining and the natural ground slopes to the east as the wall base steps down the slope. The shear weight of the blocks also provides some stability. My engineering recommendation on the wall is that it was built using sound engineering practices. The geotextile fabric laid horizontal into the gravel backfill will provide a strong anchor against any horizontal movement. The impervious surface and drainage will limit soil saturation behind the wall in addition to the pervious sandy backfill. if you have any questions or require additional information please let me know, Sincerely, Dale Herrigstad P.E N „terO _ City of Anrtes Per .)#: BLD-2004-9922 904 6th Street Issue date: 08/17/2004 ""Prollebellior P.O.Box 547 Expire date: 08/17/2005 ' ” Anacortes, WA 98221-0547 y� (360) 293-1901 Job Address: 402 34TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: ' APN: Remarks: Install fire sprinkler system-San Juan Composites. Owner: WILLIAM WOODING Contractor: Address: 13540 ROSARIO RD Address: ANACORTES WA 98221 Phone: (360)293-7332 Phone: License#: General Information: Fees: Building Valuation 40306 Building Permit Fee 446.20 Plan Review Fee 290.03 State Building Code Fee 4.50 Total Calculated: 740.73 Deposits/Receipts: 0.00 CO C) 44 ti * , -x 4f 0 CO _ Total Due: 740.73 O if 1-- * iP CM0 00 - 44 Oa. f+ .K z O * * -I- - 4, E N .. * CD - -X- -% L A I V : II -- -- 444 if- 4 44 Hf Of,+ �-ti 44 C 0 (� 44 -X- 44 H- CO ^ V -%- 3 - W * * % 0 ie O * 0 44 -% * 0 0 44+ Q *- K * * -% Er) Q N iE d 1+ L 44 '4F 6l r' 4t LL - b -t 4! E 4 -x- i II if 0 LL O ilk I iF Oo - m i -F ++ O -X- II 11 I O 0 ¢ 4.. H iE N Q 11 * _.., I 4 .. m - -x cc 4F a U 4t .,— i<- o — ie — i<' m cc * ci . -%. . G'J I- 4F W 0 4F O is d CO i- 44 W (n 4E ) N 44 U _0 .. 44 W -Fi „ E 0 4* 4+ Uhl•- 4F „ W 0 O 4E O 0 * -X- i 4F K++ 4E !- V I-- 4„F C-3 U N * 4E- CI ice/ r iF H CJ iE 44 44 -O O _ %- if- C I- .jF N U N-laiitt W 0 .0 iE at n * * ~ O. 444 0 4;t 0 a •1, , - if 4E i-+ O 4{. .K. 0 44 * 0 N om 0 4E 4F 4- -_ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED, I HEREBY CERTIFY THAT I HAVE READ A D EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND DINA E GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF MIT NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER .FE C LAW GU ATI STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ( 1.� ^ /M tG, 'Th2Y1 0 R R A HO AGENT ISSUED BY } SAN' JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: SAN JUAN COMPOSITE Location: 402 34th STREET ANACORTES, WASH Drawing Date: 3-21-04 Remote Area Number: 1 Contractor: COMMERCIAL FIRE PROTECTION Telephone: 360-848-9093 PO BOX 128 MOUNT VERNON, WASH 98273 Designer: NICK / JEFF Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code:NFPA 13 Hazard:EXTRA 2 System Type:DRY Area of Sprinkler Operation 2438 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 400 I Make: TYCO Area per Sprinkler 90 sq ftl Model : EC-l1 Hose Allowance Inside 0 gpm I K-Factor: 11.20 Hose Allowance Outside 500 gpm I Temperature Rating: 286 CALCULATION SUMMARY 29 Flowing Outlets gpm Required: 1648.7 psi Required: 59.7 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test Rated Capacity 0 gpm Capacity 0 gal Static Pressure 69 . 0 ;si Rated Pressure 0 . 0 psi Elevation 0 Residual Prey 57 . 0 psi Elevation 0 At a Flow of 4244 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: 'Source of Information: SYSTEM VOLUME 1540 Gallons Notes : • rotection, � �� mete °,e h {I\yamRich Spnen wm t ova SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1149 26.0 psi . 1 6" Grvd 90 Ell 14 ' 100 6. 065 1149 0 . 9 1 Pipe 6" 10x21 CSC Grvd 0 ' 100 6. 357 1149 0 . 0 Total Loss for TO SYSTEM 0. 9 psi 1 6" FG Dry Valve CSC "AG" CHART LOSS 1149 0. 0 1 6" Grvd Check Valve Tyco 590F CHART LOSS 1149 1 . 1 Elevation Change 30 ' 3" 13 . 1 Total Loss for THRU RISER 14.2 psi Hydr Ref R1 Required at AT BASE OF RISER 1149 41 .2 psi 1 Pipe 8" DI GENERIC DUCTILE 375 ' 140 8 .200 1149 3 . 0 1 8" Fingd Back Flow Valve Ames "3000 CHART LOSS 1149 7 .2 Fixed Flow OUTSIDE HOSE 500 gpm 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 1649 8 . 3 Total Loss for THRU UNDG 18 .5 psi Hydr Ref R2 Required at CITY CONN 1649 59.7 psi Water Source 69. 0 psi static, 57 . 0 psi residual @ 4244 gpm 1649 gpm 66. 9 psi SAFETY PRESSURE 7.2 psi Available Pressure of 66. 9 psi Exceeds Required Pressure of 59. 7 psi This is a safety margin of 7.2 psi or 11 % of Supply Maximum Water Velocity is 16. 4 fps " SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe -C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows : 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure -1oss .in pipe rise or drop to an open head. Phead Pressure at -an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES : - Pressures are balanced to 0 . 001 gpm. Pressures are listed to 0 .01 psi . Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths ' SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) HEAD 16 36.2 1" 1 0 1' 2" 13. 6 fps 10. 5 10 . 5 0 . 40 gpm/sq ft 1 . 049" 1 0 5' 0" 0 . 547 3 . 4 0 . 0 K= 11 .20 36.2 100 40 0 6' 2" 6" 0. 2 10 . 5 REF 40 37 . 8 2" 0 0 7 '2" 6. 6 fps 14 . 1 PATH 9 2 . 157" 0 0 0" 0 .061 0 .4 K= 10 . 09 74 . 0 100 10 0 7 '2" 0" 0 . 0 REF 39 36. 0 2" 1 0 2 ' 10" 9. 8 fps 14 . 5 PATH 5 2 . 157" 1 0 10 ' 8" 0.128 1 . 7 K= 9. 45 110 . 0 100 10 0 13 ' 6" 0" 0 . 0 REF 38 165 . 1 24" 0 0 11" 16.3 fps 16.2 PATH 13 2 . 635" 1 0 8 '7" 0 . 262 2 . 5 K= 40 . 96 275. 1 100 10 0 9' 6" 11" 0 . 4 REF A3 22 . 5 6" 0 0 12 ' 6" 3 . 0 fps 19. 1 PATH 18 6. 357" 0 0 0" 0 .004 0 . 1 K= 5 . 14 297. 6 100 10 0 12 ' 6" 0" 0 . 0 REF A4 275. 4 6" 0 0 12 ' 6" 5. 8 fps 19. 2 PATH 3 6.357" 0 0 0" 0 . 014 0 .2 K= 62 . 87 573 . 0 100 10 0 12 ' 6" 0" 0 . 0 REF A5 47 . 5 6" 3 0 252' 4" 6. 3 fps 19. 4 PATH 17 6. 357" 0 0 30 ' 0" 0 . 016 4 . 6 K= 10 .79 620. 5 100 10 0 282' 4" 6" 0.2 REF A6 528 .2 6" 2 0 14 ' 10" 11 . 7 fps 24 .2 PATH 2 6. 357" 0 0 11' 5" 0 . 051 1 . 3 K=107 . 40 1148 . 7 100 10 0 26' 3" 1 ' 2" 0. 5 REF W 1148 .7 gpm PATH 1 K= 225.17 26. 0 psi , SAN, JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 9 TO A6 HEAD 9 36.2 1" 1 0 1 ' 2" 13. 6 fps 10. 5 10 . 5 0. 40 gpm/sq ft 1 . 049" 1 0 5' 0" 0. 547 3. 4 0 . 0 K= 11 .20 36.2 100 40 0 6'2" 6" 0.2 10 . 5 REF 36 37 . 8 2" 0 0 7 ' 2" 6.6 fps 14 . 1 PATH 10 2 . 157" 0 0 0" 0.061 0 . 4 K= 10 .09 74 .0 100 10 0 7 ' 2" 0" 0 . 0 REF 35 36. 0 2" 1 0 2 ' 10" 9. 8 fps 14 . 5 PATH 6 2 . 157" 1 0 10 ' 8" 0. 128 1.7 K= 9. 45 110 . 1 100 10 0 13 ' 6" 0" 0 .0 REF 34 165. 1 2'i" 0 0 11" 16.3 fps 16.2 PATH 14 2 . 635" 1 0 8 '7" 0. 263 2 . 5 K= 40. 96 275. 1 100 10 0 9'5" 11" 0 . 4 REF A2 -22 . 5 6" 0 0 12 ' 6" 2 . 6 fps 19.1 PATH 18 6.357" 0 0 0" 0.003 0.0 K= -5.15 252 .7 100 10 0 12 ' 6" -0" -0. 0 REF Al 275 . 5 6" 2 0 311 ' 10" 5. 4 fps 19. 1 PATH 4 6. 357" 3 0 84 ' 3" 0. 012 4 . 8 K= 62. 99 528 .2 100 10 0 396 ' 0" 8" 0. 3 REF A6 528 .2 gpm PATH 2 K= 107 .40 24 .2 psi PATH 3 FROM HYDRAULIC REFERENCE 23 TO A4 HEAD 23 36. 3 1" 1 0 1 ' 2" 13. 6 fps 10 . 5 10. 5 0. 40 gpm/sq ft 1 . 049" 1 0 5 ' 0" 0.548 3 . 4 0 . 0 K= 11 .20 36. 3 100 40 0 6'2" 6" 0 .2 10 . 5 REF 44 37 . 9 2" 0 0 7 ' 2" 6. 6 fps 14 . 1 PATH 11 2 .157" 0 0 0" 0. 061 0. 4 K= 10 .09 74 . 1 100 10 0 7 ' 2" 0" 0 . 0 CONTINUED 14.5 psi I SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD _ HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 23 TO A4 CONTINUED REF 43 36.0 2" 1 0 2' 10" 9.8 fps 14 . 5 PATH 7 2 . 157" 1 0 10 ' 8" 0 . 128 1 . 7 K= 9. 45 110 . 2 100 10 0 13 ' 6" 0" 0 . 0 1 REF 42 165. 3 21" 0 0 11" 16. 4ips 16. 3 PATH 15 2 . 635" 1 0 8 ' 7" 0 .263 2 . 5 K= 40 . 96 275. 4 100 10 0 9' 6" 11" 0 . 4 REF A4 275.4 gpm PATH 3 K= 62. 87 19.2 psi PATH 4 FROM HYDRAULIC REFERENCE 2 TO Al HEAD 2 36. 3 1" 1 0 1 '2" 13. 6 fps 10. 5 10.5 0. 40 gpm/sq ft 1 . 049" 1 0 5' 0" 0 . 548 3 . 4 0 . 0 K= 11 . 20 36. 3 100 40 0 6'2" 6" 0 .2 10 .5 REF 32 37 . 9 2" 0 0 7 ' 2" 6. 6 fps 14 .1 PATH 12 2 . 157" 0 0 0" 0. 062 0 . 4 K= 10 . 09 74 . 1 100 10 0 7 '2" 0" 0. 0 REF 31 36. 1 2" 1 0 2 ' 10" 9. 8 fps 14 . 6 PATH 8 2 . 157" 1 0 10' 8" 0 .128 1 .7 K= 9. 45 110 .2 100 10 0 13 ' 6" 0" 0 . 0 REF 30 165 . 3 21" 0 0 10" 16. 4 fps 16. 3 PATH 16 2 . 635" 1 0 8 ' 7" 0 .263 2 . 5 _ K= 40 . 96 275. 5 100 10 0 9 ' 5" 10" 0 .4 REF Al 275.5 gpm PATH 4 K= 62 . 99 19.1 psi PATH 5 FROM HYDRAULIC REFERENCE 17 TO 39 HEAD 17 36.0 1" 1 0 1' 10" 13. 5 fps 10 .3 10 . 3 0 . 40 gpm/sq ft 1 . 049" 1 0 5' 0" 0 . 541 3 .7 0. 0 K= 11 .20 36. 0 100 40 0 6' 10" 1 '2" 0. 5 10 . 3 REF 39 36.0 gpm PATH 5 K= 9.45 14.5 psi SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 10 TO 35 HEAD 10 36.0 1" 1 0 1 ' 10" 13 . 5 fps 10. 3 10 .3 0 .40 gpm/sq ft 1 .049" 1 0 5' 0" 0.541 3 . 7 0 . 0 K= 11 .20 36. 0 100 40 0 6 ' 10" 1 '2" 0. 5 10 . 3 REF 35 36. 0 gpm PATH 6 K= 9.45 14.5 psi I PATH 7 FROM HYDRAULIC REFERENCE 24 TO 43 HEAD 24 36. 0 1" 1 0 1' 10" 13 . 5 fps 10 . 4 10 . 4 0. 40 gpm/sq ft 1 .049" 1 0 5' 0" 0. 542 3 .7 0 . 0 K= 11.20 36. 0 100 40 0 6' 10" 1 '2" 0. 5 10 . 4 REF 43 36.0 gpm PATH 7 K= 9. 45 14.5 psi PATH 8 FROM HYDRAULIC REFERENCE 3 TO 31 HEAD 3 36. 1 1" 1 0 1 ' 10" 13. 5 fps 10 . 4 10 . 4 0 . 40 gpm/sq ft 1 . 049" 1 0 5 ' 0" 0 . 542 3 .7 0. 0 K= 11 .20 36. 1 100 40 0 6' 10" 1 ' 2" 0 . 5 10. 4 REF 31 36.1 gpm PATH 8 K= 9.45 14 . 6 psi II PATH 9 FROM HYDRAULIC REFERENCE 15 TO 40 I HEAD 15 37 . 8 1" 0 0 8" 14 . 2 fps 11 . 4 11 . 4 0 . 42 gpm/sq ft 1 . 049" 1 0 3 ' 7" 0 . 592 2 . 5 0 .0 K= 11 .20 37 . 8 100 40 0 4 ' 3" 0" 0 .0 11 . 4 REF 41 2" 0 0 7 ' 4" 3 . 4 fps 13. 9 2 . 157" 0 0 0" 0 . 018 0. 1 37 . 8 100 10 0 7 ' 4" 0" 0 . 0 REF 40 37 . 8 gpm PATH 9 K= 10.09 14.1 psi • SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 8 TO 36 HEAD 8 37 .8 1" 0 0 8" 14 .2 fps 11 . 4 11 . 4 0 . 42 gpm/sq ft 1 . 049" 1 0 3 ' 7" 0 , 593 2 . 5 0. 0 K= 11 .20 37 . 8 100 40 0 4 ' 3" 0" 0. 0 11 . 4 REF 37 2" 0 0 7 ' 4" 3. 4 fps 13. 9 2 . 157" 0 0 0" 0 . 018 0 .1 37 . 8 100 10 0 7 ' 4" 0" 0. 0 REF 36 37 . 8 gpm PATH 10 K= 10. 09 14.1 psi PATH 11 FROM HYDRAULIC REFERENCE 22 TO 44 HEAD 22 37 . 9 1" 0 0 8" 14 . 2 fps 11 . 4 11 . 4 0. 42 gpm/sq ft 1 . 049" 1 0 3 ' 7" 0 . 594 2 . 5 0 . 0 K= 11 .20 37 . 9 100 40 0 4 '3" 0" 0. 0 11.4 REF 45 2" 0 0 7 ' 4" 3. 4 fps 13. 9 2 . 157" 0 0 0" 0 . 018 0 . 1 37 . 9 100 10 0 7 ' 4" 0" 0. 0 REF 44 37 . 9 gpm PATH 11 K= 10. 09 14.1 psi PATH 12 FROM HYDRAULIC REFERENCE 1 TO 32 HEAD 1 37 . 9 1" 0 0 8" 14 .2 fps 11 . 4 11 . 4 _ 0 . 42 gpm/sq ft 1 . 049" 1 0 3'7" 0. 594 2 . 5 0 .0 K= 11 .20 37 . 9 100 40 0 4 ' 3" 0" 0 . 0 11 . 4 _REF 33 2" 0 0 7 ' 4" 3. 4 fps 14 . 0 2 . 157" 0 0 0" 0 . 018 0. 1 37 . 9 100 10 0 7 ' 4" 0" 0 .0 REF 32 37 . 9 gpm PATH 12 K= 10.09 14 .1 psi • SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV • ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 13 FROM HYDRAULIC REFERENCE 21 TO 38 HEAD 21 40 . 3 21" 0 0 7 ' 2" 2 . 4 fps 12. 9 12. 9 II 0 .45 gpm/sq ft 2 . 635" 0 0 0" 0 . 008 0. 1 0. 0 K= 11 .20 40 . 3 100 10 0 7 '2" 7" 0 . 3 12 . 9 HEAD 20 40 . 8 21" 0 0 7 '2" 4 . 8 fps 13 . 3 13 .3 0 . 45 gpm/sq ft 2 . 635" 0 0 0" 0 .027 0 . 2 -0 .0 K= 11 .20 81. 1 100 10 0 7 ' 2" 7" 0.3 13 . 3 HEAD 19 41 . 5 21" 0 0 7'2" 7 . 3 fps 13. 7 13 . 7 0 . 46 gpm/sq ft 2 . 635" 0 0 0" 0. 059 0. 4 0 .0 K= 11 .20 122 . 6 100 10 0 7 '2" 7" 0 . 3 13 .7 HEAD 18 42 . 5 21" 1 0 6' 4" 9. 8 fps 14 . 4 14 . 4 0 . 47 gpm/sq ft 2 . 635" 0 0 4 ' 3" 0. 102 1. 1 --0 . 0 K= 11 .20 165. 1 100 10 0 10 ' 8" 1 ' 9" 0. 8 14 . 4 REF 38 165. 1 gpm PATH 13 K= 40 . 96 16.2 psi PATH 14 FROM HYDRAULIC REFERENCE 14 TO 34 1 HEAD 14 40 . 3 21" 0 0 7 '2" 2 .4 fps 13 .0 13.0 0. 45 gpm/sq ft 2 . 635" 0 0 0" 0. 008 0 . 1 0. 0 K= 11.20 40 . 3 100 10 0 7 ' 2" 7" 0 . 3 13. 0 HEAD 13 40 . 8 21" 0 0 7 '2" 4 . 8 fps 13. 3 13 . 3 0 . 45 gpm/sq ft 2 . 635" 0 0 0" 0.027 0 .2 -0 .0 K= 11 .20 81 . 1 100 10 0 7 '2" 7" 0 .3 13. 3 HEAD 12 41 . 5 21" 0 0 7 ' 2" 7 . 3 fps 13.7 13. 7 0 . 46 gpm/sq ft 2 . 635" 0 0 0" 0. 059 0. 4 0. 0 K= 11 .20 122 . 6 100 10 0 7 ' 2" 7" 0. 3 13 .7 I HEAD 11 42 . 5 21" 1 0 6' 4" 9 . 8 fps 14 . 4 14 . 4 0. 47 gpm/sq ft 2 . 635" 0 0 4 ' 3" 0. 102 1 . 1 -0. 0 K= 11 .20 165. 1 100 10 0 10' 8" 1 ' 9" 0. 8 14 . 4 REF 34 165. 1 gpm PATH 14 K= 40. 96 16.2 psi SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD _HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS • PATH 15 FROM HYDRAULIC REFERENCE 28 TO 42 HEAD 28 40 . 3 24" 0 0 7 '2" 2 . 4 fps 13 . 0 13. 0 0. 45 gpm/sq ft 2 . 635" 0 0 0" 0 . 008 0. 1 0 . 0 1 K= 11 . 20 40 . 3 100 10 0 7 '2" 7" 0 . 3 13. 0 HEAD 27 40 . 8 24" 0 0 7 '2" 4 . 8 fps 13. 3 13 .3 I 0 . 45 gpm/sq ft 2 . 635" 0 0 0" 0 .027 0 .2 -0. 0 I K= 11 .20 81 .2 100 10 0 7 '2" 7" 0 . 3 13.3 HEAD 26 41 . 5 24" 0 0 7 ' 2" 7 . 3 fps 13 . 7 13. 7 ' 0 . 46 gpm/sq ft 2 . 635" 0 0 0" 0. 059 0 . 4 0 . 0 K= 11 .20 122 .7 100 10 0 7 '2" 7" 0 . 3 13 .7 HEAD 25 42 .5 24" 1 0 6' 4" 9. 8 fps 14 . 4 14 . 4 0 . 47 gpm/sq ft 2 . 635" 0 0 4 '3" , 0 . 102 1 . 1 -0 . 0 K= 11 .20 165. 3 100 10 0 10 ' 8" 1 ' 9" 0 . 8 14 . 4 REF 42 165.3 gpm PATH 15 K= 40. 96 16.3 psi PATH 16 FROM HYDRAULIC REFERENCE 7 TO 30 HEAD 7 40 . 4 24" 0 0 7 '2" 2 . 4 fps 13. 0 13 . 0 0.45 gpm/sq ft 2 . 635" 0 0 0" 0 .008 0 .1 0 . 0 K= 11 .20 40 . 4 100 10 0 7 '2" 7" 0 .3 13. 0 HEAD 6 40 . 8 24" 0 0 7 '2" 4 . 8 fps 13 .3 13 . 3 0 . 45 gpm/sq ft 2 . 635" 0 0 0" 0. 027 0 .2 -0 . 0 -K= 11 .20 81 .2 100 10 0 7 ' 2" 7" 0. 3 13 .3 HEAD 5 41 . 5 24" 0 0 7 ' 2" 7 . 3 fps 13. 8 13. 8 - 0 . 46 gpm/sq ft 2 . 635" 0 0 0" 0 . 059 0 . 4 0 . 0 ` K= 11 .20 122 . 8 100 10 0 7 ' 2" 7" 0. 3 13. 8 I HEAD 4 42 . 6 24" 1 0 6' 4" 9. 8 fps 14 . 4 - 14 . 4 0. 47 gpm/sq ft 2 . 635" 0 0 4 ' 3" 0.102 1 .1 -0. 0 K= 11 . 20 165 . 3 100 10 0 10 ' 8" 1 ' 9" 0. 8 14 . 4 1 REF 30 165. 3 gpm PATH 16 K= 40 .96 16.3 psi SAN JUAN COMPOSITE Drawing Date:3-21-04 7/16/04 15:21 REMOTE AREA #1 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 17 FROM HYDRAULIC REFERENCE 29 TO A5 HEAD 29 47 . 5 21. " 1 0 7 ' 4" 2 .8 fps 18 . 0 18 . 0 0.53 gpm/sq ft 2 . 635" 1 0 12 ' 10" 0 . 010 0 .2 —0. 0 K= 11 .20 47 .5 100 10 0 20 ' 2" 2 ' 9" 1 .2 18 .0 REF A5 47 . 5 gpm PATH 17 K= 10 .79 19. 4 psi PATH 18 FROM HYDRAULIC REFERENCE A2 TO A3 REF A2 22 . 5 6" 0 0 12 ' 6" 0 .2 fps 19. 1 PATH 2 6. 357" 0 0 0" 0 .000 0 .0 K= 5. 15 22 . 5 100 10 0 12 ' 6" 0" 0. 0 REF A3 22.5 gpm PATH 18 K= 5.14 19.1 psi li II nryu�rea Hose Allowance Drawn By SAN JUAN COMPOSITE Static Pressure: 69.0 psi Pressure: 59.7 psi Inside: 0 gpm SprinkCAD 402 34th STREET Residual'Pressure: 57.0 psi Total Flow: 1649 gpm Outside: 500 gpm Tyco Fire Products ANACORTES, WASH Flow: 4244 gpm Safety Pressure: 7.2 psi (800)495-5541 Remote Area: 1 Date/Loc: 70 Supply 60 1... -- -. e --Y_ 500hose MI ll allal i a al . I a mg m . .. 1 .. 4011 P S 30 1... 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) a Vico Fire & Building Products CENTRAL Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Tel:(215)362-0700/(800)523-6512 (215)362-55385 jy ��d Series ELO-2316 — 11.2 K-factor ; Upright and Pendent Sprinklers ' JEit_ 1 9 b78 Standard Response, Standard Covers ' . 1:. ._. right Sprinkler with the WSG-2 Guard -'-'''At''' ''" ),> General & Shield, and a pendent intermediate level version of the Series ELO-231B .All- Description Sprinklers can be obtained by utiliz- _ ing the Series ELO-231B Pendent '. —V The 11.2 K-factor, Series ELO-2318, Sprinkler with the WS-2 Shield.If there _ .t.c.: _ Standard Response, Standard Cover- is a possibility of the pendent intermeif::- age, Upright and Pendent Sprinklers diate level version being exposed to (Ref. Figure 1) are automatic sprin- mechanical damage, a G-2 Guard can klers of the frangible bulb type.They be added. are"standard response - spray sprin- t klers" that produce a hemispherical WARNINGS ��'' ��"" _� water distribution pattern below the de- The 11.2 K-factor, Series EL0-2318 - ram• flector. Upright and Pendent Sprinklers de- The 11.2 K-factor, ELO-2318 Sprin- scribed herein must be installed and klers were subjected to full scale,high- maintained in compliance with this piled storage, fire tests to qualify their document, as well as with the applica- use in lieu of 5.6 or 8.0 K-factor stand- ble standards of the National Fire Pro- and spray sprinklers for the protection tection Association, in addition to the of high-piled storage. standards of any other authorities hay- ing jurisdiction. Failure to do so may Higher flow rates can be achieved at impair the integrity of these devices. much lower pressures with the 11.2 The owner is responsible for maintain- K-factor, ELO-231B Sprinklers — p , making their use highly advantageous ing their tire protection system and de- in high density applications, such as vices in proper operating condition. I . ' The installingcontractor or manutac- the protection of high-piled storage. rarer should be contacted relative to Wax or lead coatings can be used to any questions. -ii, extend the life of the copper alloy com- ponents Installation of Series ELO-231B Pen- used in Series ELO-2318 - -., sprinklers beyond that which would dent Sprinklers in recessed escutch- a otherwise be obtained when exposed eons will void all sprinkler warranties, to corrosive atmospheres. Although as well as possibly void the sprinkler's wax,lead,and polyester coated sprin- Approvals and/or Listings. kters have passed the standard corm- - sion tests of the applicable approval agencies, the testing is not repre- - sentative of all possible corrosive at- mospheres.Consequently,it is recom- - mended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment The ef- fects of ambient temperature,concen- tration of chemicals,and gas/chemical velocity, should be considered, as a minimum,along with the corrosive na- ture of the chemical to which the sprin- klers will be exposed. An upright intermediate level version of the Series ELO-231 B Sprinklers for in-rack applications can be obtained by utilizing the Series EL0-231 B Up- Page 1 of 6 AUGUST, 2003 TFP342 --- - ------ - • • Page 2 of 6 TFP342 SPRINKLER FINISH TYPE TEMPERATURE BULB NATURAL CHROME LEAD WAX WAX LIQUID BRASS PLATED COATED COATED OVER LEAD UPRIGHT 155°F/68°C Red 3 (iYS151 200°F/934C Green 1,2,3 TY5851) 266GF/141°C Blue 3 31a) 155'F/68°C Red 3 P(TY529NT 200aF/93°C Green 1,2,3 286°F/141°C Blue 3 3t') NOTES: 1. Listed by Underwriters Laboratories,Inc.(UL Listed), 2. Listed by Underwriters Laboratories,Inc.for use in Canada(C-UL Listed). i 3. Approved by Factory Mutual Research Corporation(FM Approved). I' (a).FM Approved for a maximum ceiling temperature of 150°F/68°C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES EL0-2318 UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Technical Design Criteria Identification Data UL and C-UL Listing Requirements Numbers Approvals The 11.2 K-factor, Model ELO-231B UL and C-UL Listed.FM Approved. (TY5151, TY5251 & TY5851) Sprin- TY5151 -Upright 11.2K,3/4"NPT (Refer to Table A forcomplete approval kiers are to be installed in accordance J TY5251 -Pendent 11.2K,3/4"NPT information including corrosion resis- with NFPA 13 standard sprinkler posi- TY5851 -Upright 11.2K, 1/2"NPT tant status.The approvals apply to the tion and area/density flow calculation service conditions indicated in the De- TY5151 is a redesignation for C5151. requirements for light, ordinary, or ex- sign Criteria section.) tra hazard occupancies with a mini- TY5251 is a redesignation for C5251, Maximum WorkingPressure mum residual (flowing) G1871,and S2531. ( g) pressure of 7 175 psi(12,1 bar) psi(0,5 bar)in wet or dry pipe sprinkler TY5851 is a redesignation for C5851. Discharge Coefficient systems, or they are to be installed in accordance with NFPA 13 standard K=11.2 GPM/psis (161,4 LPM/bart12) sprinkler position and area/density flow calculation requirements for high Temperature Ratings piled storage occupancies(solid piled, Refer to Table A palletized, rack storage, bin box, and Finishes shelf storage including but not limited Refer to Table A to Class l-IV and Group A plastics)with a minimum residual(flowing)pressure Physical Characteristics of 10 psi (0,7 bar) for wet or dry pipe Frame Bronze systems. Cap Bronze The following example is typical of the Sealing Assembly ermitted by Beryllium Nickel wffeflonl NFPA 13 arrangement all ecombinations of Bulb(5 mm dia.) Glass lesser and greater building heights, Compression Screw Bronze lesser and greater storage heights, Deflector Bronze storage arrangements, commodity t Registered trademark of DuPont. classifications, and lesser or greater I required design densities, refer to NFPA 13 for specifics. Example: NFPA 13 provides ceiling only protection (i.e., no in-rack sprin- klers)criteria using open frame(i.e.noIt solid shelves)single,double,multiple- J row, or portable rack storage(without • r TFP342 Page 3 of 6 I "Temperature rating is indicated on deflector, "Pipe thread connections per ISO 7/1 can be provided on 1/2"(12,7 mm) special request I NOMINAL MAKE-IN II � _ 3/4 .. 1 -` �_ NPT f Components: Il IllA Irl P � ', AAA 2 � � 1 - Frame 2-13/16' -4 . 2- Seal 3 3- sP Assembly (71,4 mm) OHO WRENCH 1tT$IiI1 THREADlip) TYP FLATS RELIEF 4 4- Bulb au / — 5 — IC 5 - Compression i Screw —, 1/2'" � 3/4-"° : 6 _f.i'-- 6 - Deflector` NPT NPT t_ 7/16"(11,1 mm) L 1/2"(12,7 mm) NOMINAL MAKE-IN NOMINAL MAKE-IN UPRIGHT UPRIGHT PENDENT CROSS TY5851 TY5151 TY5251 SECTION FIGURE 1 - 11,2 K-FACTOR SERIES ELO-231B UPRIGHT-3/4"NPT(TY5151), UPRIGHT- 1/2"NPT(TY5851),AND PENDENT-3/4"NPT(TY5251)SPRINKLERS the need for in-rack sprinkler protec- 'FITTING SIDE° tion)of cartoned or uncartoned utter- Operation TOWARDS SPRINKLER paneled Group A or B plastics, or, car- FITTING toned expanded Group A ore plastics, The glass bulb contains a fluid-that with: expands when exposed to heat.When - • a storage height of up to 20 feet(6,1 the rated temperature is reached, the fluid expands sufficiently to shatter the i m; glass bulb, allowing the sprinkler to • a maximum ceiling height of 27 feet activate and water to flow. (8,2 m); WRENCH I • a minimum deflector to top of stor- Installation RECESS age clearance of. 18.inches=(457. (END°A") mm); TheSeries-ELO-23113 Sprinklers must, •../ • a minimum design density of 0.60 be-installed-in accordance with the-foF' FIGURE 2 gpm/!t2(24,4 mm/min); lowing instructions: W-TYPE 3 SPRINKLER • a minimum residual (flowing) pres- NOTES WRENCH sure of 10 psi(0,7 bar); Do not install any bulb type sprinkler if • a minimum design area of 2000 ft2 the bulb is cracked or there is a loss of cleat adjustment in the escutcheon liquid from the bulb. With the sprinkler (186 rn2)for wet systems or2600 ft2 plate by under-or over-tightening the (242 m2)for dry pipe systems held horizontally, a small air bubble sprinkler, Readjust the position of the should be present. The diameter of the sprinkler fitting to suit. FM Approval air bubble is approximately 1/16 inch - Requirements (1,6 mm) for the 155'F/68°C to 3/32 The Series ELO-23113 Upright and inch (2,4 mm) for the 286°F/141°C Pendent Sprinklers must be installed - The 11.2 K-factor, Model ELO-231 B temperature ratings. in accordance with the following in- (TY5151, TY5251 & TY5851) Sprin- structions. klers are to be installed in accordance A leak tight 3/4 inch NPTsprinklerjoint with the applicable"control mode den- should be obtained with a torque of 10 Step 1. Pendent sprinklers are to be sity/area"guidelines provided by Fac- to 20 ft.lbs. (13,4 to 26,8 Nm).A maxi- installed in the pendent position, and tory Mutual for wet systems only.(FM mum of 30 ft.lbs. (40,7 Nm) of torque upright sprinklers are to be installed in i guidelines may differ from UL and C- is to be used to install sprinklers with the upright position. I UL Listing criteria.) 3/4 NPT connections. A leak tight 1/2 Step 2. With pipe thread sealant ap- inch NPT sprinkler joint should be ob- plied to the pipe threads,hand tighten tamed with a torque of 7 to 14 Ribs. the sprinkler into the sprinkler fitting. (9,5 to 19,0 Nm).A maximum of 21 ft. lbs. (28,5 Nm)of torque may be used Step 3. Tighten the sprinkler into the to install sprinklers with 1/2 NPT con- sprinkler fitting using only the W-Type nections. Higher levels of torque may 3 Sprinkler Wrench (Ref. Figure 2), distort the sprinkler inlet and cause except that an 8 or 10 inch adjustable leakage or impairment of the sprinkler. Crescent wrench is to be used for wax Do not attempt to make-up for insuffi- coated sprinklers. With reference to F I I • r Page 4 of 6 TFP342 j Figure 1, the W-Type 3 Sprinkler It is recommended that automatic Wrench or the adjustable Crescent Care and sprinkler systems be inspected, 1' wrench,as applicable is to be applied tested, and maintained by a qualified to the wrench flats. Maintenance Inspection Service. I; When installing wax coated sprinklers Series ELO-231 B Sprinklers must be with the adjustable Crescent wrench, maintained and serviced in accord- Limited additional care needs to be exercised ance with the following instructions: to prevent damage to the wax coating Warranty on the sprinkler wrench flats or frame NOTES arms and, consequently, exposure of Before closing a fire protection system Products manufactured by Tyco Fire bare metal to the corrosive environ- control valve for maintenance work on Products are warranted solely to the ment.The jaws of the wrench should the fire protection system that it con- original Buyer for ten (10) years be opened sufficiently wide to pass trots,permission to shut down the af- against defects in material and work- over the wrench flats without damag- (acted fire protection system must be manship when paid for and properly ing the wax coating. Before wrench obtained from the proper authorities installed and maintained under normal 1 tightening the sprinkler,the jaws of the and all personnel who maybe affected use and service.This warranty will ex- wrench are to be adjusted to just con- by this action must be notified. pire ten (10) years from date of ship- tact the sprinkler wrench flats. After ment by Tyco Fire Products. No war- wrench tightening the sprinkler,loosen Sprinklers that are found to be leaking ranty is given for products or the wrench jaws before removing the or exhibiting visible signs of corrosion components manufactured by compa- wrench. must be replaced. nies not affiliated by ownership with After installation,the sprinkler wrench Automatic sprinklers must never be Tyco Fire Products or for products and flats and frame arms must be in- painted, plated, coated or otherwise components which have been subject spected and the wax coating re- altered after leaving the factory.Modi- to misuse,improper installation,corro- touched(repaired)whenever the coat- Pied sprinklers must be replaced. sion,or which have not been installed, ing has been damaged and bare metal Sprinklers that have been exposed to maintained,modified or repaired in ac- is exposed. The wax coating on the corrosive products of combustion, but cordance with applicable Standards of wrench fiats can be retouched by gen- have not operated,should be replaced the National Fire Protection Associa- tly applying a heated 1/8 inch diameter if they cannot be completely cleaned tion,and/or the standards of any other steel rod to the areas of wax that have by wiping the sprinkler with a cloth or Authorities Having Jurisdiction. Mate- been damaged,to smooth it back over by brushing it with a soft bristle brush. rials found by Tyco Fire Products to be areas where bare metal is exposed. Care must be exert sari to avoid dam- defective shall be either repaired or age to the sprinklers—before,during, replaced, at Tyco Fire Products' sole NOTES on.Tyco Fire Products neither as- and after installation.Sprinklers dam- somas, nor authorizes anyperson to I Only retouching of the wax coating ap- aged by dropping, striking, wrench P i plied to the wrench fiats and frame twist/slippage, or the like, must be re- assume for it, any other obligation in 1 arms is permitted, and the retouching placed.Also,replace any sprinklerthat connection with the sale of products or is to be performed only at the time of has a cracked bulb or that has lost parts of products.Tyco Fire Products the initial sprinkler installation. shall not be responsible for sprinkler liquid from its bulb (ref. Installation system design errors or inaccurate or The steel rod should be heated only to Section Note). incomplete information supplied by the point at which it can begin to melt Frequent visual inspections are rec- Buyer or Buyer's representatives. j the wax, and appropriate precautions ommended to be initially performed for IN NO EVENT SHALL TYCO FIRE need to be taken, when handling the corrosion resistant sprinklers,after the PRODUCTS BE LIABLE, IN CON- heated rod, in order to prevent the installation has been completed, to TRACT,TORT,STRICT LIABILITY OR installer from being burned. verify the long term potential integrity UNDER ANY OTHER LEGAL THE- /f attempts to retouch the wax coating of the sprinkler coatings. Thereafter, CRY, FOR INCIDENTAL, INDIRECT, with complete coverage are unsuc- annual inspections per NFPA 25 SPECIAL OR CONSEQUENTIAL cessful,additional wax can be ordered should suffice;however,instead of in- DAMAGES, INCLUDING BUT NOT in the form of a wax stick(the end of specting from the floor level,a random LIMITED TO LABOR CHARGES, RE- which is color coded).Only the correct sampling of close-up visual inspec- GARDLESS OF WHETHER TYCO color coded wax is to be used, and tions should be made, so as to better FIRE PRODUCTS WAS INFORMED retouching of wrench flats and frame determine the exact sprinkler condi- ABOUT THE POSSIBILITY OF SUCH I! arms is only permitted at the time of Lion and the long term integrity of the DAMAGES, AND IN NO EVENT initial sprinkler installation. With the corrosion resistant coating, as it may SHALL TYCO FIRE PRODUCTS' U- steel rod heated as previously de- be affected by the corrosive conditions ABILITY EXCEED AN AMOUNT scribed, touch the rod to the area re- present. EQUAL TO THE SALES PRICE. 1 quiring additional wax with the rod an- The owner is responsible for the in- THE FORFflOINR WARRANTY IS glad downward, and then touch the spection, testing, and maintenance of MACE !N I/FU OF ANY AND ALL, wax stick to the rod approximately their fire protection system and de- OTHER WARRANTIESEX AND ALR one-half inch away from the area re- vices in compliance with this docu- JMPL/EP.1NCt UDlNC WARRANTIES quiring retouching. The wax will melt ment, as well as with the applicable OF MERCHANTABILITY AND FIT- and run down onto the sprinkler, standards of the National Fire Protec- NESS FOR A PARTICULAR PUP- tion Association (e.g., NFPA 25), in pOSF addition to the standards of any other I authorities having jurisdiction.The in- 1 stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. I TFP342 Page 5 of 6 Ordering P/N 50 - XXX - X - XXX Procedure A Part Number (P/N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- SPRINKLER ability. TEMPERATURE • Sprinkler Assemblies TYPE 1 NATURAL BRASS RATING with NPT Thread Connection: 510 UPRIGHT 9 CHROME PLATED 155 155°F/68°C Specify: (specify SIN), 11.2 K-factor, 3/4'NPT (specify temperature rating), Series (Tf5151) 6 WAX COATED 200 200°F/93°C ELO-2316 Standard Response(spec- ify Pendent or Upright) Sprinkler with 512 PENDENT 7 LEAD COATED 286 286°F/141°C (specify finish), P/N (specify from Ta- 3/4'NPT bie(3). (Tr5251) 8 WAX OVER LEAD Sprinkler Wrench: 501 UPRIGHT Specify: W-Type 3 Sprinkler Wrench, 1/2'NPT P/N 56-895-1-001. (TYses1) Wax Sticks: TABLE B (for retouching wrench damaged PRODUCT SYMBOL NUMBER SELECTION wax coating) 11.2 K-FACTOR SERIES EL0-23113 Specify: (Specify color) color coded Wax Stick for retouching (specify tem- • STANDARD RESPONSE.UPRIGHT AND PENDENT SPRINKLERS perature rating)temperature rated Se- ries ELO-231 B Sprinklers, P/N (spec- ify). Red for 155°F P/N 56-065-1-155 Blue for 200°F and 286°F P/N 56-065-1-286 NOTES Each wax stick-is suitable forretouch- ing up to twenty-five sprinklers. The wax used for 286°F sprinklers is the same as for 200°F sprinklers,and, Therefore,the 286°F sprinkler is limited to the same maximum ceiling tempera- ture as the 200°F sprinkler (i.e., 150°F). Page 6 of 6 TFP342 • • TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 1DZ 4H Jo -0'4 \, City of Anacortes ',: Building Permit;Application Site Address: i l J Tree-1-�(7aParcel No.: Lot: Block: Div: Addition: OWNER LENDER CONTRACTOR , Name Name Name DJ /(tcwi IiOcJJ f J i' (Pldr„o40/1n 6;),IS+ Mailing Address Mailing Address Mailing Address 13- t1 I asrcr c/ la b l QuGw F1 Lri Ci�tty: State: Zip:, (Jo? z City: State: Zip: City: State: Zip: Pity: `AI? 4 'ecrr4e.S Contractor Lic.No.:�OL1 Yfi/,�>^"' Phone No.: --�.3--7.33). Phone No.: Phone No.:3.0,/a3—{i Exp Date: nn � /� p / Contact Person: / �' t i�Cp ,(5 cy�,[I,�Ji Phone No.: /2 9 3— 0,6 s-Q OCCUPANT VS . (Check One) Single Family: Multi-Family: Apartment: Condominimum: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage:)6 Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: = a— 15±cc c'ti,Q ,�f i, t-f U 7C LD0 — 4 00 air GENERAI;:.INF„OT2, i�„ i Street Setback: 3S0 ft. 2nd Floor: sf. (Circle Y or N) ist Side Setback: /O / ft. 3`d Floor: sf Shoreline/Wetlands Y N 2nd Side Setback: 00 i ft. Basement: sf. Water on/Adj.To Property Y N Rear Setback: /01 ft. Occ.Group: Soils Report Y N Use Zone: Carport Area: sf. Sensitive Area Y N Type of Construction: Garage Area: sf. Latecomers Agreement Y N Lot Area: sf. No.of Stories: Fire Hydrant(250 Feet) Y N No. of Dwellings: Building Height: Variance Y N Lot Coverage: Deck Area: sf. Covenant rf , I irP, Y N 1 Floor sf h ne l``,,)\J�B +,A_ AE VE i �pr^-- b1 1, Project Valuation(Labor and Material Cost): /c�(jsC.10 Itl' Dye 0 i �'�}'` 4- 1. THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFd BUILDINOC.9DE;*AND!SHA1,4SIRE BY LIMITATION .ND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 1$0 DAYS OF THIS APPLICATIO 1'IiB AIFIXkNfbdvlif-51Gi�1A7`C1EBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIT,EHABEN`POFTHE OWNER. ALL PROVISIONS OF LAWS I AND ORDINANCES GOVERNING THIS E OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: � G? /�{�/tt,9 DATE: id, C�' /. Li - - Building Department Memo To: Ian Munce, Planning Director From: Don Measamer, Plans Examine�� Date: 12/8/2004 Re: Proposed membrane boat storage structure—San Juan Composites—402 34th Street—Traffic Impact Fee San Juan Composites is proposing a 2,400 square feet membrane structure for temporary boat storage while awaiting delivery of the boats to the owners. Please verify the following traffic impact fee calculation based on City Ordinance Number 2277, No. 110 Light Industrial. (2,400+1,000)2.40x0.42= 1.01 x$900.00x=$909.00 Total Impact Fee=$909.00 9-• _ �/ A /2 - 10-04 Ian Munce, Planning Director Date 1 DEC-01=2t04 11 :32 AM COEDEKE 425 401 1250 P. 02 RECEIVED DEC 0 1 2004 QUANTUM CONSTRUCTION,INC. STRUCTURAL CALCULATIONS for TEMPORARY FABRIC BUILDING FRAME HOLDOWN SAN JUAN COMPOSITES ANACORTES, WA • Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98006-5805 Phone (425)644-5899 Fax(425)401-1260 C. Gregg Goedeke, P.E. Structural Engineer g` �r),r,„ u; y , 7,1 • � .. �f lSgliNAl, v�'C`� I„E Iatt 4 CXP/rirs' 10/28/ ZO(7G j DEC-,01-2004 11 :33 AM GOEDEKE 425 401 1250 P. 03 Goedeke Engineering Job: Sam-U Ccita.poivi-es Bellevue, WA Date: iJov ag- (425) 644-5899 Page / of 1� r2vupo-ram riG Bt.rldiit -- Fratikte M(do sv f l,oao load (Sec. t•,-r 'Ronk, G4mektores) r�n.c.. 5/6"4 '{-w't k at,(-F IT - nk5i�, - r C'.a lcu Pa-fAw 5 4 tot-is a:. trite Ust, 3000 epSL Ga&c- -fei crow v4uo.s. 4" P.tiwb<d I U� fa70 sow,. 4vr 40"P.unb.+4 62" emASeti 1210-e- E n r logA . . . 13,0.0-Des- vaa ut bulk T„o,R..ii -It 2 Icao Rs 11-,2W0 >> I I, csav4 (+) % ' le- o(& paw5( ,. Bolls Ok- CAS.e-• 2 (cols ea.. side: • lOint VC, 110 �' __ (-2-)5/ "¢ .kwl id- EA `AM (4 Os -TbTh ,) 4-" MI h) (0 It r o • OCE :INS* kip J. RECEIVED DEC 0 1 2006. DEC-01-'2004 11 :33 AM GOEDEKE 425 401 1250 P. 04 ENT BY: BARB OAOUP ENTEMPAICES; 004 B$2 0022; OCT-5-04 11 :32AM; PAUe 2 LOADING 1.Damien Lave Loads: Snow Leeds Sea2.9kP. &ab.OkPe 4w*0,75 Cas(40-a l33) Wind Lomb; q-0,69 KPe The WudWn Is assumed to be•Category 3 bufAd)ng for internal wind prefeum. 2.Building Impenrnee Realer a 0.00 ANALYSIS 1.Trustee were analyzed using BM2onatit The lak'e/nO waste asaumpbons were made. A.The fabSW membrane ass only el tenr<en and Is said is the ethane at the foundation,kalependanay of the rruen- s.Truffle are assumed to be Med to the favnd*thrn.La.,tug moment transfer horn trues to luundaerxr. Any antetaaent is the Te- to-toundadorl twnnwaeon must be chsakad and approved a Proteseenel Engineer 2.Swty&rwela I1001pogeN4t from aublibdlhket mrettea(tic exit an a MA,naia to a tee bnarmy)that can kncreaae the design leading end thneeve Saab heeding mtast tie vested and approved by a ASSIPIaer Enairtaan. 3. rbundatlani,awl&uvasadoe of tiUt9ee be the fedaWdefen i,nine Us doalgnad by a Ppereaata el Inglapat DESIGN 1.In aoryeole.n with law above medkq end ansyela asertrn begins.the tdlsamg members elms have barn designed: A.2r.ttOAST reel Wes*been ohs* S.¶%"x 0.0118"steel tubing for beet webs 2.all steel to have a ytae strata Py+1M Mee(MOkal)one unmade strata ru=400Mps(lflkad) 3 a bsl M atp ofmw s reaponde the eiealPa lis tthe masses be emanated le gtwxknd and that the t anneed rat Watt the Pun are ban 4*b-.. .. it • 6 ^°'-0e ,r• r Y SPACING OF AR.OII DESIGN WIND DESIGN GROUND (FT) PREe®t/RE(POF) SNOW (fslu a 10 .�.._µ..�._.. 14.41 0.61 _...._ "REGEtVED DEC 0 1 21;: �. QUANTUM CUNSTBUC110'u,5th. DEC-01—'2004 11 :34 AM GOEDEKE 425 401 1250 P. 05 ENT BY: BARR QRIIUP ENTERPRIBEB; B04 052 B022; OCI -5-04 11 :32AM; rAlt 4,, _.,... ... ees iai ONS MAXIMUM ANCNORAGE .•• T..T,... FACTOEUED REACTIONS(IS) t .1dj.,sl:tww Wei w CASE 1: OVERTURNING'TO INRIQt a R.E,p tRtHG' IOUTBIDB INBIQ6 • eawl . / tet, 9.1- W4 at I tl ( t -1 ldf�GlletivnAXd. (� A41w9k n caner ZYR V to Iva)MOM A.1t19 tulm14776 a appolgsmot • -GUSNA CABE 2: BARR FABRIC ovrI.RTURNIN®TA OUTSIDE STRUCTURES INC ouraw* } �t�v3iPE elmri 4Q'BARR TRUSS ANALYSIS it R 1I'ilk :_-- f willow-mit GENERAL NOTES WITHIF REACTIONS 40'TRUSS Bata w. ..,,, �.. ... .. anwl .. mile IINO RECEIVED DEC 0 1 2004 QUANIUtip CONSTRUCTION,INC. DEC-01-2004 11 :34 AM GOEDEKE 425 401 1250 P. 06 ENT BY; CARP GROUP ENTERPRISES; 904 852 8022; OCT'-p-U4 11 :a8AM; rage 4i 1 H 14f ist I { t1 I FIE 1 I I I ��i - a ,t g ? 1 ..-- —1- lit " S. I I\ .1\\,., id M 1111,1111 . II.. - \ it 01 ro ib 4' s pi unu: N spas • -pi ) .... .... .... .. . „sr, , I Pi w •,11.1.911 ■. rmi■'n9 1 . - i au PENS ■.ill. ■■r arr■► Ilarltrie III_ill i__an- fr / Fn M :L: lell.1011111011111r , MIN El I IIIIIl1111 1 73 . Ili 0 (41 i l‘' ?.41,a" ENT BY.: S,4R}# GROUP ENTERPRISES; 604 852 8022; OCT-5-04 11 :03AM; PAGE 5/5 WOVEN POLYOLEFIN FABRICS • COR iill FRUS8X-6 (4 mil) DATA SHEET Heavyweight fabric for applications requiring flame retardancy and UV stability, such as structures and alternate daily landfill covers.The scrim is produced in a special weaving pattern to enhance thickness,flatness, abrasion resistance,and tear properties- FABRIC SPECIFICATIONS WEAVE Nominal 16 by 16 ppi woven flame retardant HDPE scrim using natural PR/UV 1600 denier tapes COATING 4 mil average each side (95 g/m2/side) COLOUR Off-White, Green,Blue.Red,Sandstone WEIGHT 12.1 oz/ydi (410 g/m21 +/-5°fie THICKNESS 23 mils(0.59rnm) ASTM D5199 PERFORMANCE GRAB TENSILE Warp 360 lb 1602N Weft 355 lb 1380N ASTM D5034 STRIP TENSILE,Iblinch(N/Scm) Warp 260(2316) Weft 260(2316) ASTM 05035 TONGUE TEAR Warp 120 lb 534 N Weft 120 lb 534 N ASTM D2261 MULLEN BURST 690 psi 4761 kPa ASTM D3786 ACCELERATED UV WEATHERING >90%strength retention after 2000 14rs ASTM G53 ACCELERATED NATURAL >80 strength retention after 5 Florida Standard ASTM 090 WEATHERING LOW TEMPERATURE BEND 60°C ASTM E12136 1 Q.U.V.IA-340 Lamps] '8 hrs UV a 60 oC;4 hrs condensation 50"C 2 1333 MS FR&UV PERFORMANCE This product meets the requirements of NFPA 701(large scale), CAN/ULC S 109(emali and large shale),ASTM E84(Class I),U13C31-1,FAR 25.853(a),Appendix P.Pan 1,paragraph(a)(I)(iv'),IATA Standard Specification 50/4 and FAR 25 F53(a),California Fire Marshall(FA-51405)and Boslon Fire Marshall(44670) ROLL SPECIFICATIONS CORES 4 inch F.D.or 5 inch 1,D,available. WIDTH Up to 150 inches(-0.+0.5)as ordered LENGTH Minimum 250 yds/roll (app.750 lbs/roll (L' 144-);up to 1000 yds/roll DM200 t tPR1IR$X4-ima) Rar 01/24/02 intertape polymer group P.O Sox 068. 50 Abhey. Avenue (ndri . Nt)va SroM, C,vnaUj 11.1N SGr 7r; ;•dO'', &95-1606 FAX (91112) 67:3 4fl10 PROPOSED FOUNDATION: Alta" MESH SCREEN VENT AT By client, 6'L x 3.5'w x 4'h, _ PEAK, part of end wall fabric. 26' � continuous both sides. �: r::r:::,:milmiii PROPOSED END GABLE 24' \ AND FABRIC CURTAIN 22 ZI ► I DOOR. -URTAI 2 PANEL. VERT POSTS PIN TO '114\ `20' Zo co 18' ,d 1(lik 14. •1 s ue, .: ii I S 111i 11111111111111111�► . 12'10. fl1PI ll 1 Rom 8' oil, f 11i i1111S1 f 1111111111 11111111 6 ROUGHOU „ INEOFHULL DIMENSIONS, ""'�'beam(13' offifloor), 16'hAiniii" ipeak, €ALEkiierl lam■ asmar iI 11■•ntnnu IIflN U A 18'1 1 b' '14' 12 " iiis 4' 2' ' 1' 31. 5' 7' 9' 11' 13' I M5 I ' 1• 2'-0" 1 • 1 r, •• .Q 'N I I" • 1 I L Grade 4 -- _ez LM_�i I -_,t�.�M ACCEPTANCE ` r TITLE 40' TFS - 12'LEG B.F.S-I. DATE BARR,. TRUSS FRAME STRUCTURE MARKETING PROFILE San Juan Composites Fabric Structures Inc OWNER DATE ',...5G4n S Oct lc) C_Ovi--t po3 rye s Te 4P a - s-korc., , 4 \ 30' ACCESS AND UTILITY & * I\ — ' — \\ EXIST , - \\ EXIST. CB TYPE, GATE EXIST FIRE HYDRANT EXIST\8" DI WA 389°59 '40"E 200. 00 ' / 2-X—\---)fr— 1 / `� - r , i C� s I SD _, — —X 't o i /D , EXIST. FIRE PUMP 7' BUILIDING SETBACK MIN. _ I EXIST LIRE GRAVEL SURFACE (40 w' I GATED EXIST. CB TYPE? I —I ) r2 v119 I x cn g0j LOtiit 40,28 N CI \ N. N \ o I 60,63 cm DRAINS 6 v z EXIST. BUILDING 100,00 j co117 LF 8" PVC SD x SLOPE = .0256 \--\ 1 W Q LL N CDb O W I t� �� � \ `3 v Q 0 35 34 \ z ► � N 1 37\ —►I 23,50 -� - .0 15 \ IL EXIST. FAEOF z EXTRUDED CURB !SI I \ , m SI/IN 1(1/IN :a i 1 I W CITY OF ANACORTES PERMIT CENTER '� SS SIDE T - ,z -• ,, L E G E D PERIIR�T No.a( � o� cr ;. • ;,. ` • ADDRESS: — c�7[� cr [rZy� rr. \..f / �— /%✓ GAS — - c APPROVED BY:YI�G /o"�� Z /' UNDERGR�IlND SUBJECT TO FIELD INSPECTION. OVERSIGHT EXIST SSMH �� P POWEP. ti f� RAM ELEV= 11a.o5 { s • DI �'"" SANITARY utp DR VIOLATION OF CODE IS i�tOT INCLUDED. < mn: ELEV= EXIS?; , SEWER ---ss -------- z \v K ; ' 30' ACCESS AND f/TIUTY EASEMENT �_ , _ / �� sioRM --- --- - -_T?4' �� o at; - ( SEWER so - � ' - - - ?D' ;rF_C FIFE AC'CfSS ROA : i S-Slf1�� /; \ WATER_ W r /� Lx7 • \ fX'ST. NA1FR j PREING9NYE) TIT \ ' MAIN r/ \ C]' �" a - r � _ Scow OFF (/ r;4 / � 1 \ PV f�%� Fr _ T -_. r5R9'S9' �'� �4 � :40- Inca s ._ _yam_,_{r.. :. _' .w.ti... .4..:.i � �_ \ ,hj� s sco Pod PROPERTY LINE S8939'4O E' 413.99� \ �13s J c r ! \ ' 1 :, ;;' � Tv h r ��,y� �'3D' eAD 6 ,. . , u.acl \ —\yioa era C� �,/ �a r NFH2 C�, 1 1 _ V D�W\ • G cn, 7 co y • \ — 722' ` /I/- C�b WET ® • �+` ctlCtoNE is• �' BACtf F1L> WITH r�, . , \ � ' �j1 Pir RUN :; =/+, �i �� ' J'D � R36' , v� _— ECOLOGY fMLX1f �"i'X2�ff4') • O iciril 1 1 2�,07 R • � \ � +� \ AW( HE7C 11 OF 10 r;,ir I`'�1 44 �j �1 W �` �' `� SOIL RE?F#tRCEMEN T y H• co • . v ti > \\ \ WITH MIRAF1 140N at • A Mg E XI$l/NC PAVEO'AREA R 45,800'$F • tn' �Q ' ��cA �7.��//' ; Cko 1 tXTILE OR EQUIV. fN XEYdM 1' NAK r • K /�• ,r. .. ., P EXISTING•\-\7-\‘ p �j ( •'s7 { ,� . fX/5L HAZARDA/T cEL D � �C VEc:;TATI N I [ �t. ` STORAGE (!N/T • ' J664 SF \ \ i "�1 W �7. . i 126:«l ! RON; 510PE T(1 ? /'� > s) I •• N. EXIS,'. DUMPSTER ` e - Y<, k -- i0CA11UN I I fOR:kFR 211E (X1RR21PAP\\` 1, � ', \ / / • x �-' \ EXIST SSMH C. \\.... • • RETAINING WALL DETAIL SECTIO.N4 --A . %r- 35 \ x. 34' 1° Rlll ELEv= to9.5T d O 1 ,F, /NV El fV= 106 T i. 29 -6 I .b .. ; . SWALE, NC NE. (:::He a -� 5 20 PARCEL A 1 1 �a y / = EX1S* FACF OF - - ; �;o: , 1 , EXISTING BUILDING .� ,.b-- • • c\z EXTRu42Eo CURB - \ I '' ,,. a• i t'J : .: .?1 $aa LCS" 2 1 \ • ‘, .' ': f+• gel •LS , t , . _ SS - SS I SS SS'$'-^—N�`-'"'/iQ 8X M SS/ 1,1 .� b /t, i r '� O --1" >414:Ck s:. 7 1° S 1 1•;XISTTNG I3(1ZDING s \ _: 1 I R�ra15 j co ;'4 TOTAL EiLDC.. AREA =c,,1,500 SF \ I EAST SSMH 1 1667 • ' • OFFICE AREA = ,990 SI I / R/M E.N.= 115,62' \ / M4NUFACTUGING AREA = 10,600 SF \i \ ` / iNV, ELEV.= 106.5T \ /' • 1 i �• RASE RIM ELEV. • , I f TO NEW GRADE ELEV. ! , ' C7 / / �� :t, \ j 124.0 140.0' \ ' / / .� 0 T 6 3' t .. 8' T1iCt.',, •l ` 4' • QJ s. `Z • EXIST MPG. - �a ! " ' WW1 �? // . ,}.� = "� FLOOR ECfV= 133.42' �13 i 5�. r` v, • x • 4i , 12883i! \ ' U') ce ` ;"� 3 at INLET , / ' \ o Cj ,� i t,. _ %` • EL =_1�7.15 1 ' J `gyp \ ✓ W a o I '• I \ . ? M FACE OF fXTRU1�FD \ • y i 0 A-A �' �\` l r \ • i "}.''� 1�' a� „: >� b CURB y • Q ) i .-� CC$ \ T EXIST P.I.V. :. ! . / ii • PUMPER CONNECT: ` /, 1, " . IVI?bU'39'M j —AgIS'� '4R'fl ; , ` \ •�• / • �-t �.J, w/ STORz FITTING . . _ \ �`- ,m — •I J� ° \\ ,' \ • ChTE l��. F 1 :_� ; 3 7 NO -- .l_' r �.dV • . 1 ' / • '•y ' i GATT • t` :�O�i.:-v ; ,. •331 -1 TRANVORMFR -• •' _ f24' , ._-.-•%'-f'- %;' "� •` �. \, �. _ . . �,+^`'�'i� r,,,� Q • _ , it— 42 45i I - 32,0 ►�--1C. , -K - �`. , -- F• —/ -- `'' r.r .. .... //,/y jp/'r —`122'___a__ _...-- .tom T/r'C.R n/�J.[/� Ir t I 1 '� \. / / i••' '.y }"t<': : a„) ..4'� 'J ' P. ! 1 1 , --•.. / ^ 4V' 1 11� '- �•` '` \� ' - Ir i':•� 'f `{ .4 ' t J'Y ,•r, 5- -,t. �� j.`yPOIYER �EK.STIhG 51�45,940>r JB�QB -sD � r _ TO GROUND 1 m �—� GJ s. 1 Pike I 5%g \ SD _Y — 7 —t" H-1 —i 18' LEVEL t j i�J ,` _ v R! �-' .—AE PNA;.i 4S 4 TfR �rr ', I f1h F METER — _ — — — — — — — — r,~ n — :T 7.T i�]?'S'P P ST i i / �' — V ✓ C/ O r I i 0 1y1 7RA,.SIT1D I (? Pt) c' -_ `` ' PCN.--- — °\�# ..,,/ KxE 120 ; •, r ?•. �,I ♦ Q� :crJJ • I . „ .. , 1\. I - �i 1V1W 5' SID' WA/h' S^t _ 'gyp(/ 1 I lt . o L l, � ,r � , :•„ 5t/Ei$4/a' \ [i78 5 j B: 1123 a5' :Nr , r �i, 4T �' -- -i�E "`4.-.,J irf' a. �p tloo v")-n� \,.a..�. �o �:A9a4 TH STREET/ s\ s/Dr l:'.;/h �. nG a , (ram.��. w�. z. t`' ,✓� -- ^-w .�_�. .�.. �.. -_ --_... .�. --r __ _..- *..— �_ A$ M l_-_ ..—_ .�i�• ..��. _ _..� .-.i. _.... •----- .—.. � .-... ._8 l..� Pt �_ .sue`- ` `y'U '.,r I F • •r' ' .. . • 4'V Y -C'' ?- -C ' �-C Y-T _ 6"\S'. P•C, W k.--� 8 l ---i f • r---1 WM - -- 3 r " 1✓1 }^� 1� -- ; - 1,/4 �- 1. f H L N! EXIST. CB 1----__ REM ELEY.= 126.38' C.$ C B ( 1. f, W - - INV. ELEV.= 124 98' _ ^ .." ^ _ ... _ ' - _ :I . 1 y \ _ : . , _I , , t,,,, . . . , . ' .. I ` I " I R of \ I • ' _ i. ,. , , . . „ ,.,.. ' ' I�2z,_go7 E . . • .. ... XISTING GRADE LEt`. • �.y ' . , ..,.,.. . . . , . - . . , , , . . . ,. , , . , . . . • . , , . . .. . . , • . . • . , . , .. . . . . .. . ' • _ ., .. .. . ,.. .. , . , .. . , • • �' cis _kE0 s�`e 1�,f f�� •-•1 Fi57UN41. ��C. t R by • , ' • • 3 SHEET N0, • • • E�XPIkE_, t,/0,'i0 r • ''A ' 'Y Y ' - .) \ ` ice- • 'r rY t 4.• C1 . RV.. [qVV W JO;J N0: lN,+ a {Y• DATE• J n. 14, 0• ON� y 1 �API�I AI, SCALE: I —3J s F I° DRAWN: D. HERRIGSTAD P - - t • b' CHECK:• R D. HEKISTAD t )1 /1 t. RE��S. 0 �1 January, 4 .2 0� ', a !nett . o tc / L ' : d! SHEET OF _ 7UZ % act Remote Area 1 Flowing Heads 29 Start Head PS 10.3 Wet / Dry DRY Density 0.400 Start Heod GPM 36.0 Hazard EXTRA 2 Meg 2438 SOFT per Head 90.0 ` Code NFPA 13 Len/W1d Ratio 1.20 ElerHd to Riser (") 45.9 GENERAL NOTES: 100' X 125' BUILDING AND 100'X 250' BUILDING - s- >-� Construction Max Velocity 16.4 PS -Hd to Riser 1.66 ` Source Name or Location CITY CONN 'a - -Net Avail at Source 66.9 GPM Reg'd at Source 1649 Ilneld° Hose 0.000 PIPING IS BLACK STEEL, SCHEDULE 10 MAINS AND WELDED LINES. SCREWED PIPING IS SCHEDULE 40 ;� - 1*NH PS Req•d at Source 59.7 Duration of Source 0.000 Outside Hose 500 Safety PS 7.22 Req•d Source Volume 0.000 ,ten - - Pressure I Avatlable Pressure of 66.9 psi Exceeds Required Pressure of 59.7 psi DESIGN IS AN EXTRA HAZARD GROUP T W❑ DRY SYSTEM PER N E P A 13 , lb- _- Summary This is a safety margin of 7.2 psi or 11 X of Supply - - SummaAdvancry lGPM at Max Available Density 0.423 k PS l°oemana°Rotoo Source 33.7 ALL WORK SHALL COMPLY TO NEPA 13 AND THE CITY OF ANACORTES - - �>- _ - - - _ - a Hydraulic Information I system Volume 0.000 ',, Static Pressure 69.0 Flow Test Date • •- _ - - Residual Pressure 57.0 Flow Test Location - ,, - or: - - Residual Flow 4244 Tested by - •, _ - - . - Test Elevation (Relative to Source Elevation) 0.000 ', _ . Tank Pressure 0.000 Available Well Flow 0.000 9 _ _ Tank Volume 0.000- 9 - - . Tank Oewtlon 0-0" - - • DS Pump Rated Pressure 0.000 Pump Manufacturer • - • - Pump Rated Flow 0.000 Pump Model , - - - ► Pump Elevation 0•-0� ' _ . - - - • j - ConaUuctlon Occupancy •`� - - - - - ti Authorities Having Jurisdiction - - • - -. AIR SAPASITY 1 ,„ : ' X 25r• ' = 1548 � AL_ L_ - \ S1 ASr2_, EL_ ERAT _ R REQ .. IRE � 3 IS [I _ �- DIDI \ E _______ ! :29_7 NOTE: LINE PIPING DRAWN 3 DEGREES OFF PARALLELL TO STRUCTURE FOR AUTOCAD READING, 1• TO TWO VALVE DRUM DRIP DRAIN PIPING WILL BE INSTALLED SQUARE TO STRUCTURE 2 1/2' TO INSPECTORS TEST BASED ON DIMENSI❑NS SHOWN - REMOTE AREA #1 .40 GPM 2438 SO FT DRY SYSTEM 500 GPM HOSE I /1� 2 K-3 ' (±ii� Ci) i711 it:\ i11 \ _ ; J @ U 250' 25' - 25' 25' 25' 25' 25' - 25' 25' - 25' - 25' CV M �\ n "' 6'-3' 6'-3' 6'-3' o LIE . 2- 15- '~ TN *If •i: o 0 1 •cio •ice: o • • d fa: o • ! o •i•: o • d •c: o ... o • o • o 1 1 •itim elcu • o • : o ^ •i: o �' • o • . - . - . - . - . t . - . - - _ • - . - .- r �I - - - . - . - ^ . - . 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MOUNT VERNON, WASH 98273 ANACORTES, WASH APPROVAL / 160 UPR BRASS 286 11..2. 3/4 0.64 ELO-231 Weld DRAWN BY NICK / JEFF 0 120 UPR BRASS 286 11. 2 3/4' 0.64 ELO-231 Thread SCALE 1/8" = 1•-l)" elee TE 2' 4' 6' 8' 10' 12' 14' 16' IB' PLOTTED 360- 848- 9093 Remmmmemmammm EVISED3 2i o4 7/01/04 FP 1 of 2 • MUNLIMEN, ISDI ) -�A----------------'---'----'I . \--- EXIST\F<CE Exar. 3D' G47E I 1 I 20' GRAVE) FIRE ACCESS ROAD { — I \-\ LEGEND A Large Parcel Storm Water Plan and Water / I FENCE Quality Control Plan was completed on April 5, / I 2001 for the San Juan Composites Building that NUT & WASHER GAS —^ — UNDERGROUND_ included this site. POWER LOT AREA = 168 375 SF — \ ` SEVER MAX BUILDING COVERAGE 50% = 84, 188 SF'�` ANG SURFACE lS CRUSHED ROCKSTIIRM EXISTING BUILDING COVERAGE = 36,633 SF7EINIMIM —BEAM i �` 30'DOOR �� I SEWER BUILDING COVERAGE PROPOSED= 61,633 SF A WATER MAIN `� PV © LANDSCAPING REQUIREMENT SEE SHEET CS X SDCB ■ l I t5 ' SSCO SS Q. NEW PAVED AREA SHOWN SHADED I rIne A PARKING REQUIREMENTS SS SIDE • 1'DING , ' ' N T ^ WGMEET • z� SF FAC1UPoAG 0 1.5 STALE/1000 SF = 37 STALLS 125' X 100' - H TOTAL NEW PARKING REQUIREMENT = 37 STALLS �� L _ Exarp 12,500 SQ MAUNFACTURING AREA TOTAL PARKING PROVIDED = 37 STALLS, / SSW 3201 7 AVENUE N. \ I I �'�O (�,� y54 R ATTAC TO WALL OR I BEAM \ �• v • sr. . EX& SDCB WITH OLT TYP. SEE SCHED. I I , Ezar • ssMN ; UI WA o \ / 1 _ ELEV.= 114. B - N \ \ k ..--- -- \ 4. i � I SYai. FENCE I 3O'ACCESS AND U72RY EASQI�rf - - / w-a - - Al \ cSC. _� . � 1O0' - - EXIST. • :2 Y' 7+ .: •"l� N \-, \, iaz ' ..f I•• \4 LEGEND 1 NEW GATE I IXal. HYDRANT . 8"DI A Ess 00^ �/ •+` \ TOLECO FIG. 1000 iI i ;'�4 WAILS 0' gizmo( - cast CB 71PE1 assarLYz�7.q,Y'S.g7�� \ , \ FAST CLAMP FENCE - ' l I�� ... ��- ' - \ -- -- �_ . __--- y -� - --- - _ _... ., �i�1� •i ➢, / ♦•" .>.ail.in,ra:,:r...r.a...�..:.�.,,�,^,",•��y �, �\ :_. GAS -- i i J fo'BUl(/Q1MG SE/BACK MIN _ S89'59'40 E 41 ,99' ExRar 9•PSG sD \ RE a. , '•E PUMP PORT / 1 J - �. `c;>E° \ R A D C / EXIST. CB 7YPE1 �/ Il ° e ' 'yASSIGN. BRACE BRACE BOLT STRUCT. UNIIERGROUND cR1VEc SURFACE „ I Y�TE/ 1 �! ;� ( - �\ MAX. DIST. • POWER _ I ' 1 \I I ' '',, CB rARA7oR SEE I ' e ` ' I \\ PIPE E.Q. BRACE FROM SANITARY ' ' ' " `L �, „ , , SIZE SIZE MEMBER SEWER i ��` I 4J N TYPE, �/ sPNAZER snlul \ 'assSIZE SPACING LOAD ANGLE LENGTH TOP STORM EXIST m RIM ELEV..= 4.50' \\ i 1630 "my Etty 31.B2 3 4 MAX. •<45 DFG, 7 0' 1 SCD 40 1/2BOLT I BEAM SEWER - FH ] '• 1 '�\ �\ 4 404 MAX. 2393 <45 DEG 9'0" 11 4"SCD40 1/2BOLT1 B AMWATER F—^ ia , I Y fMAIN A17IF 8' • SD 9 s=.0100 \ 21 /2 40' MAX. 1570 >45 DEG. 7'O" 1 SCD 40 1/260LT I BEAM • s 1YPE1 I i j • $ t T\ \ 4 40' MAX. 1740 >45 DEG 7'O" 1"SCD 40 1/2BOLTI REAM SD • , 1 4 Tn" "SC0 40 1/2BOLTI BEAM CCU BURROOFDRAAS IUo o 6 40' MAX 2610 >45 0FR_(�jBUILDING r ""V g 1111 � 1 `WG ~ ^ = .a \ �\ I �• _ $\ �\ � v \,ii\ `\ LOCATION AND INSTAL_:_ATION OF EARTHQUAKE BRACING TO BE WHET 17' \\ j -- 1 �� - / , ----�` �� ' '� 1 t \4. IN ACCORDANCE WITH N.F.P.A. #13. SPACING OF LATERAL BRACES I 'I - \ ; \� ICBTYPE: �- 1 " \ NOT TO EXCEED 40 FT. ON CENTER, SPACING OF LONGITUDINAL { lM EZEV.=34.50' I 1 � , �� =3a84 EXIST SSW `� I \ BRACES NOT TO EXCEED 80 FT. ON CENTER. 4—WAY BRACES N I IN - \ I ETE = 1' \ -d TO BE INSTALLED AT ALL CHANGE OF DIRECTION OF FEED AND \\r i� .�\ E,..1 P 1III �.., 37 .del I \ iS 1 20 I 8 N 73 \ CROSSMAINS, AND AT TOP OF RISERS. 2 WAY BRACES TO BE j WW I \� /- BrooFDRwN ~� tri 14 .+� 1 0� \ INSTALLED AT EVERY OTHER FLEXIBLE COUPLING. I ��.0 In 1 ` t y Ea757 FACE of OI — \.V \ , /✓•I STING BUILDING I PROPOSED BUILD NG X'II — \ -� SA UAN �D G�� .. TYPE, SAN JUAN i 15Exist. euaDndG I Im I ' 250' x 700' GB ,,�, . y EARTHQUAKE BRACE DETAILS f > {� -' COMP 'TES COMPOSITES ODE 25,000 SQ MAUNFACTURING 'EA RIM ELEV=33.50' 'to r - ro ROOF DRvnS —A M — PR PO ED F R ELEV.=35.25' � IR ELLv:11.35' ( \ 6 z IARfi1 = n,4Br EXIST. BUILDING D S LOO CO _ EXISTING BITTED G ELEV. 36.25' \ , 402 34TH STREET R 6' _ Iv , I \ AREA = 25,150 SF I ] I — I a1 .. �� _ ' I ��'-' \ I ' O ^IIIr-- 1 CB TYPE, w I j�� AIR MAINTENANCE DEVICE W' ' ulll r \\ Tik cal 'a RI�ELEV. 2.50• `I GRADE 4,r,_, W, K , \` \ INV.I EZEY.=29.B6• a BREAK w c'otx _ - ////// a m = W oos 13, ' �� 1 I EMT. BLOC. _ I r ( \ . 2Z,1 w F FLOOR IIEY.= 13342' + 8 I �- ) \ \ \ , r�i tQi> -, ' \ / 41 ` 3 C\B�TY�fi ACCfSSIRIF PARKAG J�— I \ •\ r ,� L5 1I a `� i star sGns ar E�oD e1sT , 1 ' \ i 3/q• ��� I 'I - 3/4' ' h \ V� o FACE OF FY/F f �.71 Of STALLS'PER `�/ \ �: `\ , �I���■�� ��■��� ai.i�l■1���'•"'�����' TO DRY l bob B'Pro 44 28 XAC 51-40 SEC 1107.3 ���������� 1 h/ I , \ GALPIPEVA.IXIST. BUILDING \ 1 e z ROOF DRVN �1r• ix' e2L1 19 \ M ' 1 0 'FX$) P.1.✓. & - \ DRY PIPE AIR UNE TRIM Z5 I -cI Ir. NeviwNEC7 g - -- E ' DOOR '� ' \ CONNECTION \ ,---2 { ZZZ�YYY IM/S70RZ HMG . ` 'a, \ F:r,' q' �,r I or \ \ ,\ TO PLANT �;' \\ 16 '-,,,_1, B • 7ry1�p$�/ ' AIR SUPPLY /2' I WV r - r I� j Ii �`�. EXaT. L b `��CB lYPE1 SO'S�OPE-Off " '��';: QE}''�11 A N D R E W /.,,'i'..\ �\ GALV Rf- 1 1 I I 1 1 0 3 7 EIE1!=30. ;/�, .� -n EXIST, I i G41F _ C4>F 1, SE `� 1 IXar. CB TrPEP 35 U" 1?' �•�'* AN -34.70'• .• EX CBIIIPEI EL E C % ��' \ I� �� 6"DRIP LEG WITH ,FH -.-40.00 1 I ''� C� , _ ` �a • . - zl.. ri•I• SWALE END = T7. / /'� \ t DRAIN VALVE & PLUG a 42 45 1 --- \ '----------------------------- -� I w - ----- ----- - --- ---- t NIV 28. 2939 SF FLEY.= TYFEf - , 50 SLR• .02B6 yV '40� 200.10 I I _ , sj8'� swsB' 384.a8' 1927. 12•s0 �, AI EXIST ••i_ 0:, ,.ma. f - _ / ° - y - _-• ASMUICT -:TER a EXaTWC PAYID S( F'RE€/ - - �- r 'l.C� ,,,` EL 1.B7' T I Vv ® I .� a . ` E 12 SDI' ,4 J I , - \ EXar. 5' „ �, EXaf. uNDsraPu+cs1 Row 1, o •� '��/�� '\ �' ME Dar a.' at . 5" "a,_JiIl�►'•li� III ■ Ire. F �,, X CENTRAL PLANT AIR SUPPLY vv (/ EXaT CB •y 1 1/2" MU n -• O F ---- - 11 WV I o \ W/02 Mp .r SEPA!'AIOR ,TER METER SIZE 7D BE • r,.. �a. O OB W/SCUD'UD NO SCALE ar sSIBI , v 34TH STREET ) RIM ELEV.= 31.75' — 0 Eq ELE/.= ?&zs' WW .. I o MON, AN. EZEU. 2a2o• �' , an-= 214s'1 -1 _ J �_- ' - - - - - � -------- -•----------------------------------- ________\______________ --------- ---- ------- +— — --- ---- — — — — — — — ses — � cfrast EXISTING GRADE ELEV. FHIsr. P OPOSED SITE IMPROVEMENTS �-- = c6 re , ' Ile jl i 'CrI SPAN OF TRAPEEZE = 5'-0' i a SECTION MODULI' 6' .59 RED. .69 ADVAILABLE PIPE TRAPEEZE' Si -- 3 Imo 6' MAIN 2 1/2' SCH 10 6'-0' LONG \ O 11O VOLT ALARM BELL ----- 6' TO SPRINKLERS \ 8 1/2" ROOF Z-PURUN 8 1/2' ROOF Z-PURUN 8 1/2"" ROOF Z-PURUN 8 1/2" ROOF Z-PURUN jt 3/8" X 11/2" BOLT, NUT & WASHER ' `• 1/2" X 11/2" BOLT, NUT & WASHER 'i• 1 " :OLT, UT & ASHER 1/2" X 11/2" BOLT, NUT & WASHER 3/8" TOLCO # 58 SBB 1/2" SBB 1 1/2" SBB a ~--- 1/2' ROD ` 6' VIKING DRY VALVE WITH ACCELERATOR 3/8" NUT & WASHER 1/2" NUT & WASHER 4 3/8" AIR ,/2" AIR 12'6" OF 6° WATER FI LED TW. I L !cI• "il�l�l� 6' BUTTERFLY VALVE L TAMPER SWITCH nanktutt PIPE WEIGHS 288 Be.. '/,• RIM ' 6' CHECK VALVE b PUMPER CLINN. ADD 250 LBS EQU A L- 538 LBS "__- 1/2' ROD FOR 6' 11111114 -� c ( I PER THE STRUCTU -A ENGINEER, MHOEACH PURLIN MAY C RRY 400 LBS zo al get, MIN. PER PURLIN 0 ■l.■ TRAPEZE 2 PURLIN- - OR INDIVIDUAL C , , • • •• • • , ., . . • TYPICAL MAIN HANGER TO Z—PURLIN TYPICAL MAIN HANGER TO Z—PURLIN Le A D OF 269 LBS 3 -7 1/2" 1.-4 1/2"IL......:.: ......., .:, ..,, ..., .:, . •.....,....,.. •,.. .,.........,•:•,•:::: - `�r 6" \err/ Q' 8' UNDERGROUNDerN ���' RISER ELEVATION NO SCALE VALVE HOUSE WITH HEAT & LIGHTING BY OTHERS " ,oactolt Z- /4Z -0'- NOTES REVISIONS �,_,_ _ .„1 SPRINKLER PLAN DATE DESCRIPTION BY COMMERCIAL FIRE PROTECTION SAN JUAN COMPOSITE 7/16/04 LAYOUT UNDERGROUND PIPING/ CHANGE ADDRESS PERMIT NO. PO BOX 128 402 34th STREET CONTRACT NO. 2004031 MOUNT VERNON, WASH 98273 ANACORTES, WASH APPROVAL DRAWN BY NICK / JEFF SCALE 1/8" = 1'-0" DATE 3-21-04 2' 4' 6' 8' 10' 12' 14' 16' 18' 360- 848-9093 REASED 7/1e/04 FP 2 of 2