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COM2005-00070 Temporary Modular Office - COM Permit / Conditions - 7/14/2005
R MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext. 352 Shelton, WA 98584 COMMERCIAL BUILDING PERMIT COM2005-00070 OWNER: LINCOLN REALTY INC. RECEIVED: 6/9/2005 CONTRACTOR: LICENSE: EXP: ISSUED: 7/14/2005 SITE ADDRESS: 23554 NE STATE ROUTE 3 BELFAIR EXPIRES: 1/14/2006 PARCEL NUMBER: 123294390173 LEGAL DESCRIPTION: TR 17-B OF SW SE LOT: 3 OF SP #1852 PROJECT DESCRIPTION: DIRECTIONS TO SITE: MODULAR UNIT FOR TEMPORARY OFFICE SPACE - 2005 HEADING NORTH ON ST RT 3 SITE IS APPROX 1/8" MILE SOUTH OF PACIFIC MOBILE NORTH SHORE TURN OFF General Information Construction &Occupancy Information No. of Units: Type of Constr.: V-B Type of Use: COMMERCIAL Insp. Area: No. of Bathrooms: Occ. Group: B Type of Work: NEW Fire Dist.: 2 Valuation: No. of Stories: 1 Occ. Load: Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: 40 Lot Size: modular: 400 Model: Width: 10 Building: 0 Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline & Planning Information Front: S 0.00 Ft. Shoreline: Ft. Rear: N 85.00 Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: W 190.00 Ft. SEPA?:No Comp. Plan Desig.: Urban Growth Area Side 2: E 133.00 Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2005-00070 Please refer to the following pages for conditions of this permit. 1 of 4 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Modular Home Submittal r hAH a1419nn. r91A Sn R19nn5nn Planning Review Fee MAH aioi?nnr, T,,)FF nn R1?nn5nn Modular Home Issuance MRr, Filar')nn� (Z71A 5n A1gnn5nn Building State Fee Mr, RNa/9nn5 -a sn R1gnnann EH Plan Review MAH 7/1R/9nn5 a7F nn R1gnn5nn Total $763.50 CASE NOTES FOR COM2005-00070 CONDITIONS FOR COM2005-00070 1) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation and Indoor Air Qua Code (V)AQ), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. 1—'�L 2) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Xa�gn�j uratjr,Building Inspector shall be made prior to requesting additional inspections. 3) All property lines shall be clearly identified at the time of foundation inspection. X ; 4) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being X non-complia ith Mason County ordinances and building regulations. c� 5) Fire apparatus access roads standards chapter 14.17 of the Mason County Building Code shall be adhered to. X / Proposed hydrant is within 400 feet of temporary office. X Minimum 2A10BC rated fire extinguisher is required to be withi 75 feet avel distance in an approved location and mounted no more than 48 inches from the finished floor to the top of the extinguisher. X C� COM2005-00070 2 of 4 6) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason Couryty B ilding,Department prior to any further inspections being performed or approvals granted. 7) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Temporary Xffii toberempyed from project site at time of construction completion. This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a penod of 180 days at anytime after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described proper and structure for review a{ld'inspection. OWNER OR AGENT: 'C'_ �z DATE: /� /� C�.S COM2005-00070 3 of 4 0 CONCRETE MECHANICAL MANUFACTURED HOME C) Dal(- By Footings!Setbacks Ribbons C) Date By Gas Piping C) Date By C)CD Date Foundation Walls Set-up Date By INSULATION Date By BG I Stab Insulation Floors FINAL INSPECTION Date By B FRAMING Walls FIRE DEPARTMENT Date By Data By Date PLUMBING Attic OTHER Groundwork Date FY WALLBOARD NAILING R D.W.V Date B Y Water Line FINAL INSPECTION Date Date Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments 0 ig 0 r%) 0 z C) X C) M C) > 4 C) 4�6 0 C B ilding'Permit #_ 6 0 MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 2-3s5tA N,(-- sr- 03 L;Ac.dI►, This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance l� 16yU1' L� L S;gti-vJ^r� c� Flcc�1'✓ i�, W V- pfit Q � ulh� a Gur I'G. �.Syt of t-d 1 Ol,j L4-" S ✓vim e4✓r a S. T�r3 tt MOON- S m n L� rjS;je- 1'i eofi JL.i s ,P-- Z You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK N Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection c OK to Lt,,,► 4(fee IF 3 � Gv�u �cfJ, ❑ This is not a 6omplete inspection Department Date z 0 Inspector L0 Ili mov NOOT Mo *V TH I 1Z3Z4 - 143 - g0173 r 10 x 40 - Officeffiestroom Mobile & Modular Buildings Qualified as a small business set-a-side pfL&kA s au.Ar-aS4Q bc��1�•x.-� COPY FILE Why Pacific Mobile re�q= uaranteed customer satisfaction! a ZU years of proven W THESE PLANS MUST BELij industry experience ON THE JOB SITE w FOR INSPECTION • Largest focally owned supplier of mobile offices Six branch offices LL LJ-- throughout the West Coast • Guaranteed 24-hour T service response time --- r r Apta3Ljt c Clean & well SON „ , - maintained fleet IDA � E �-�-`' gyL'D 00 CD T FI NSZI�r PROVED Large inventory of mobile 00 ALL APPLICAAL C,101)€k yWA" AI+WEY, MMptUhLd h1AS ILDING INSPECTOR AN offices and storage units 1J,r:k iJ(A� $1{tP'� .,k; aL61yk AgiaEew- C H G UBJECT TO APPROVAL r• jFC1h:a(al!.I1� i3� (iwN6N;ryUaraAc;+(�q, for immediate delivery LLD tl(a,r. ;:!]I11hr-D iinom FI- Kjt�Wty&�° �419 IWtapa�?fl!tjp} .9t#4�E d P.: A! Uz%itil:Nliif,)WTFf,:�.,c�� DATE ee : .n„nl f�(J�U t4i9 s�•?dh1? i� n1+11 p�Mr,p rli� FOR INFORMATION ' CALL:' ra High security window Chehalis,WA 800-225-6539 Portland, 888-434-0224 bars & deadbolts, if needed Seattle,WA 877-225-5298 Boise, ID 208-853-5442 Relocatable wall systems Pasco,WA 800-660-7174 Modesto, CA 800-441-6603 • Wide range of furniture LD Fioarplans will vary according to model,size and specifications. CHANGES for lease 3 t SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK r r,. m STRUCTURAL..NO i E.3", a LalGTH Dr Uh' Lil t DESIGN NFORRATICr<'t AND LIVE LOADS US_D A^ c u A.. WILDING COAE:Intprnat:emai Buildinc Code,2002 Edtin-,E. UNII DLAD LDAD 35 PSF D C, ROC-= LOAD 30 PSr L!. - l v C': n o D. FLDO& Lf14D 50 PSF LL m E. u1HD LOAD 40 Mph Exposure B t J J; 'I ` o a F. SETSHIC COLF, Category ➢/Tl,SW = 1,00 % — m s He G SOIL SEARING 1.500 PS (Provided try Others) Y E'-1 � o - O ' Y 5 rr _ n,U � L CONCRETE- N 1J 0 4 s s a A flPI1I UNIT c> . Strength Used 2 500 PSI, MIN. SUPPORT 8EA1L n m o 3. MASUNIRY- ° 4 c 0 no o p o = A. Masonry Units ASTM C-90, Grade R,Fn'-1350 Psi �a co`WUp I _ 4, SPECIALTY ITElIS; tt � C1 A. Starchrd Hetal Pi-r mall be eapWe or supparidnr a ruin,of 4,a0Dp a UJ B. Anchors shall he installed at the locations indicated Dn the drDr J v I Grid PADS d NERS, NO. REOUIRr'.D PER TABLE A- SK DETAIL Al &A2/SD I'- Gridin accordance �fth the rwntrfocturer's reconer&tlons 45 r CD approved by the Hanufartie-er Hcusq Institute:If hStnited per SPACED B)LJAUY recwU fvrce cF atlons4,700 the anChpr has a hn+vun cllaxnbte Iwfaang ANCHOR, KW-MWNS,Sa DETAIL B) N 62/Snl,SPACED EQUALLY K-1 o Gomm m U farce eF 4,7U0 powds: LL S- Soil aadsr f0llnP ID be Muted mim mcieriais or siruLtiral 9 convpx;ted to '— H Z Q U� ga of the Proctor dmAy per ASf16 D-,%e. d S. Slope fired made amf ham shucture at 7,minimum,for a drshmce out km than 10 feet }:.. Z � 7, Stature to be ter end rmdales f4 supported prior to in tollaUon of the hall-do,ms. 51NCsLEWiDE M02ULAr�FOt N24,110N PLAN n 4loddbr ants rnlh 0 krs J U sfnll r s rt� � fftt� PZ Import rail in excess ad 30 etch �q the Perimeter at not mm than 4-0.Slim and block as necessary to Nterfa_e porn rrth ffmr m mho LL IL B- Provie Under Som ve*lior,of a net uroa of not less than Q 0 W.00 slimre fool per 150 square feet of ffoar area.raver veal TAKE J apenims eilh cons*resistonl mesh rel less than 1/4'aor mare WME U P"SPAM% I��.-��—i � O Ihim 1/2'in 0tty amffLsian, 0 zamngs shatl be as time t0 NSTAu PR/PADS UND[P Cta5S5 S°�EU TCtt(LY lIE1V'LEN Ct1RNfB PERS LT Q comers as Pmtle and Shall provide cross-mrtil DFL�e umd area 4 INSIAL HOLD-DO S, SPACED N'JUY 0ETWEB CORNER HOLD-DD*r,shall be asiributed nenrfy egrally atorvl the length of the � bailing on o)posuu s dam_ 531E RE9% (2 0po mfl LENGTH OF UNfi i PADS&WERS #HOLD 03AN ANCHDRS U e m g Provide Proper deorance belom wood joins and etpDsed grourd FACH SUPPORT K EAST- LADE) r` m accordance w1h Mudding Cade requirements. Wood 24'-0' 6 2 1 rt 3l'-0' 7 2 t m wed to gro a d up asa Ikon quaed dea once tell, Q 00 Drtssiae lreated ler resistance to decay. 32' D' 8 2 1 t• 42'-0' kcess to underflwl men shall be pruvioed per the Fnidfiny Code. i n 42'-0' cn 1. Dce hou^dorm Dnchr of .ornes En tfP first -0"and reary cgwllg "c„`,; u aom the bdara c;the liga.-E in oceordotre 10 It lahle 1`0/ V W.�� rW AS od _ "stx+: 6r t \\ E 0 Is7ER - m BFDGGS � JQNALtJG THESE PLAN MUST E (q@H J B SITE LO m i t j r` m • At:D GSARDRAL.4?AP6Ye m M:r 6 OCK 15 GRUTEt UAN Y AEOLF GRAM ill , Ui A A..R 3.i uPW5NT5•cVt 0- Q `V (YD'4 L-y'ek�x' FOR 64P IF LAWN51e G(EXIER '1 f SGAatF I 'au u•E+.4T . e NOFE:ALL TL- WGOC TG SE i F LATpN:a FXf.-s-7�SO.26OV'_C4M= f ZISTANT'ro DEC, T" F LPPQNS 3 E4FAira OFMONAL HANDRAILS !r-.D}a1 f.T,xAL LLti41{'_.KnIV-q i f I Fxra,Diu,oR<L 7 ^r ---- - J --_ G P.ErOW RA6NGE E[/NM t5 CE851LL[ na--- nN.<'a5'uTmEs !ri'ASGVE GRADE P.T.aik I I tNARD f{!FF[FJ o"a I / (d it I 1 A'n1i. P.T,kf P T RLm(T'/P: r 4 ^ N7TE" T'MAX i7.1 / -_-_ STAR WS30 SNAIL n L,b0 P.T.lACXs P,T-D<70BC1CK L J BE cmrrAM PC U 97r VAAr rm- TxAxys J RAMP ELEVATION APFISAr �y 17 OPTIONAL STAIR ELEV.PC H ,r cn O P.T.bd NAI,AIA7L LA/DPL' 10 FELL RETmr NOTE , Tc NI4E rcTsr i•.L v!'F r Twee rtrw H l51 Li0 P.T.JAOrS RAMPS,01ECICS,LAkn?[C-S.At17 NAh71RAL5 544A'L LL CONI'Mrr TO GNAPW bi-w WA--.S7ATE E SILCiNC- H I 1 C,ODE ALVPTTOH AHD AFIB.LhE ff OF TIE 2= I Q 171:4L5'LA'ONS ±_ I <I l \P nk IMAM WITION OF TIE IRMNATIONAL SXDNG GODS U41w S mA[� L_l AND 744E ADA(Af ERICANS W)OI5A6RF�rt ACT) I DE5fGK CRITERIA NO.&Q LE7 OR RISNr nffeW7Lm WtADEFT OFTIONAL STAIR SECTION! RATTF':,DEOKS,I.WORi55,AND 57AlR:-IOL'1'LIVE 1AAC /NO,Stt AI.UsIIP ee17 f{tN ec IN-rEl" 11-7E Iu1SMVAL I_I as -; riurx*r.<Dc TEVNIL 1 V1 2rt P.7.7Gc RAL• i 300 ar 310 a nu ;n 1 /KDAr Arae-Jr• ,4 P-r P%T-REVEL TIV s 0 i!_-„ jj I•x nAX IXTi*il'A P.T.2i,IFLL o t141 t'o•At LA71C P.T.b&=KNS CM](<•C]x PLY. j /f� •• All1.,•U4 I11TN WNisI(b&WAc--mau-- / �.ii�K•a.ylr v T4DCFiXf>1.BLACK PLTN0=TSabE4- t- ( 11Ax, ui n tat P.7,PCST SCREA AT e �q. (17*Or'f,EA!OE CF EA A.4 PCS:,TTP- <E•0. P.T.b*.CYST.W w m , AT RAND(—RAT?LrcrIm 00 i If-0' eai; A•4' .'-0• I a'-0.O: P.i.IM TCF K17( e�PJJy� 1 TL/ ^r IB 311.1.LAG SCRs{.FL PAST 3X2 RLUI� 1 r� WAnP YTN Tc rolT sxE c4Da+o4(s - m V N 7•S OF•1,F1 Sl7E GF PA:a1 P09T,rrP- 16)I d+' 1%0 OF.A G 417E OF P]ST.LAN71!IG MDIIW 4 LID Ai L;va4L:(kEE RAn•6E,lOX1 P.T.•a, C /2ik CF'7.fA SIDE OF POST.RAM. '•F,r{3`1' AN S U ST IB E (4) QNP?Lf O'a16'aa'COX MIL •�'0. 1FF•a,OiPPL �L's:MIN EAfAEPJTFTEPL�sOCXLL; ROBERTL( T EJOBSIMI RAMP Pll��t� VIEW - DOUBLE L70C^i[ .�:aLe.�nE•.ro• PaSTSAs:=•nPcrr_ _ s""�� NSPE 90N m RAMP SECTION ale.ro r � I ROBERT L. SWETT ' i , � File :,elank.s& ' Cate :Aruml Ds,arc: 4. I m ARCHITECTURE ' PLANNING parif G Mobile structures fRamo, Optional Stairs, and ? 68\V MAIN ST. I P.G. Box iO4 /T I i 7O81e <e CHEH-AL'S'.•A 9822 (o X I4 Land i nq ! G•eiun 3u a�,�r� i II •+ 13601 iA8-0258 neh6lis,We. 9853i i Revised ROHER:L,SWETT-ARCM-rC;LD CD i 06/15/2005 17: 31 3607480578 PACIFIC MOBILE CHEHJ PAGE 05/07 08/13/05 09:18 FAX 503 588 3NI MT WEST INV,CORP Z 007 vc't -03-aa 02 r 45P pac I-F i(:;- mob i 1 Q 36a65g 263 p_ �b - SAC INDUSTRIES c tIRV `OWNS CID f OF C0�a4 Bl�GIMERRSD TM DOVM ` • ', �.7, IL�yILu . Q ' ..� aaEn� I/sN LsA �rc , rro -- 15psf (70 MPH Equnc";UR-r WIND -- ------ ._- 25P�wf (83 MPH EXPQ5URE 'IC") 1 WIND — -- •---- •------- =rRsf (iC0 MPH EXFasuRE "c') SFISMICY LONE -- -- A WAS"f SOIL BEARING ----_, 1000 paf NLTE: MAXIMUM SOIL PRrSSURE rr IS 1000 Psi wiTNOUI A SOIL REPORT, * EARTH AUG8RS .__ � --�---• 475A(� HIM. TOTAL LOAD CAPACITY ; 3150(/ WGRKINC LOAD CAPACITY ST.4FI(L-•X DRIVE ANC1aORS-- 4750R MIN. TOTAL LOAD CAPACITY 3150 WORKING LOAD CAPACITY ~ ` S1G7..1i * COfaCRErF.. SLAB Ai<C?iaRS a750N MIN. 'TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY s r�,7f:ft T[& AdwN STRAPS -----—— --�---- - — 4750� MIN. TOTAL LOAD CAPACITY 3150/1 WORKING LOAD CAPACITY '� r TI_ DOWN STRAPS MEETS FEDERAL SPECIFICATION GO-S-781 H VOR TYPE 1, CLASE R l O R:;Cc 1 SrRAPPIN" AND 3E AT LCAST 1 1 /,L" x i -C35 ZINC ELATED. T _ 1, THE CI4ARTS SHOW THE REQUIRED NUIMIREFr OF TIE DOWNS ON THE SIDES AN � � A ENDS OF THE MANUFACTURED HOME, s 2. COM61NATICINS OF THE DIFFERENT TYPES OF TIE DOWNS CAN SE USED. 40 3. FOR ALL TIE DOWN INSTALLATIONS, THE ).{ANUFACTURED HOME CHASSIS Ir(E BERG ARE ALSO A5' - BEdMB-. (FOR 14USTRATION PURPOSE ONLY) CHASSIS BEAMS A. CAN ALSO 6E -C- 5HAPEO OR 'RFC" SHAPED. d. SIDE TIE DOWNS ARE REQUIRED ALONG TTfE OUTSIDE CHASSIS SEAMS, END TIE , DOWNS ARE RFgUIRIED AT EACH END OF EACH TRANSFORTABLE SECTION OF THE 114 L MANUFACTURED HOME. 5, i;ND TIE DOWNS CAN 9E LOCATED WITHIN ;a" OF EITHER �� OF CHASSIS BEAM � � D A AXIS, AND BOLT-ON TOP CAN 6E ATTACHED WITHIN 18' TO 50" FROW OD OF CHASSIS BEAM, T t T Vic[ D A 8� E}I 6• F. SHE SIZES. TYPES, LENGTHS, ECT. OF MATERIALS SHOWN hiEREON ARE WNIMUM. " LARGER. LONGER, HEAVIER MATZRtA,LS SUPPLIED gY SAC INDUSTRIES, INC. MAY SE USED AT THE-SAME SPACING AND LOCATIONS SHOWN. 7, ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER. �6. THIS TIE DOWN SY57ZM MEETS THE REQUIREMENTS OF SECTION 1536.3 SUN- SECTION (a), 7;0 (cmn APPROVAL SAC 1—Nc OF Tzc eLDC Ro. �atixssly 1 RANCHO CORDOVA. CA. 957AZ � j• �,j PH- (BOO) 771-3055APPAOvEp A2 P11 pAVIOA. �n CDspor?"'OtO NOTED *RVIILNi�.. n ,i-n-r -if •nlifn•�to O. � ZB nl f•^„+-a a-a Com^�-:17 Dr"DF--1 0' bl0+r Of Car—s AND 5T•,40,MA0$ lY CA Date pAYJEf A. w Ear;€il7f E� fTl SPA PAC;PIC CONSULTING ENCINE:RS CIVIL 2150 BELL AVE. SUITE r�• J Sr,CRAf.IEKTO, CG, 958, 95tT3g 'I 564-6028 �! 06/15/2005 17: 31 3607480578 PACIFIC MOBILE CHEHJ PAGE 06/07 DIMENSIONS r: MrVL HEIGHT -�al�znc.rrrr.r.�m v4crt�r I J 1 40 IN. `�1fu f�i=�Yt.I�.T F'�� �/�J�-.l J"���_�'`�•/��i1'Y/.V'Ml`���1 RBI vertu o...cc — -reft 26 iN. ���_...... .: .... �G'6r'ff¢ SKY.►.rla! �r.�.rCI. ��__ N r. C+bc1eH k�A a 36 INCH HAND RAIL WITH NT RAIL SWIVELS 361 MGM f_)?F'T TO 26 RIGHT vs F is 2'1 is TOP-Vir-W PLATFORM INCM99vilD INCH LONG L W�N o i LU o -� 42114. c Z m O N O i o Ey�TRES ttv �i n c o m N, . m ti W __ ---- rp r kn 77 Jto Q �L N H V TO - � rq j zp - SCEIrG-111BE Cly mLn {1 � � �� �r UST BE _ THES m ON THE JOB SITE m z 51! Ii FOR INSPECTION ►LD - iu -- z to D95A81LITY AGCE���H�E STAIR 0—d .nwor©ta= 9.a,.eKaa* SD ELEVATION CD INTEGRATED STAIR SYSTEMS 011 U] m 1 LINCOLN OFFICE SITE DRAINAGE REPORT By: Pat McCullough, P.E. 4/6/95 EXISTING CONDITIONS: A topography map of the existing site has been included in the submittals.The site has an average grade of 10%. The soil is of the Everett Gravelly Loam series and is fairly previous in an undisturbed condition. Unfortunately, the site has been disturbed by grading and excavating which has tended to mix fines in with the existing soils and reduce its porosity. A CN number of 82 was chosen for the site based on the existing condition of the site. PROJECT PHASING: The project will be built in two phases. Phase One will include the construction of Building No. One located at the top of the site. This structure will be used for a real estate office for Earl Lincoln Real Estate and possibly one other general office tenant. Building One will have 2304 square feet of gross leasable floor area and occupy a foot print of 1153 square feet and a roof area of 1400 square feet. Building Two is located on the lower end of the site and will be used for general office. It will have a gross leasable area of 5466 square feet with a foot print of 2733 square feet and a roof area of 3200 square feet. It is proposed to construct the drainage system in two phases. A 20 foot wide by 30 foot long by 3 feet deep earth detention and sedimentation pond will be built to accommodate the runoff form Building One parking lots. (The upper two parking lots will be built for Build- ing One.) The side slopes of this pond will be 3:1 and it will be fenced for safety purposes. When Building Two is constructed the drainage system will be expanded by abandoning the temporary pond and installing 120 feet of 48 inch diameter CMP and a 185 feet of 4 foot wide (bottom width) grass lined swale to detain and treat the drainage for the entire site. The grass lined swale will have 2 - 2 inch outlet pipes and an overflow weir. At 6 month storm flows the swale will serve to filter the runoff which will flow through the swale at a maximum depth of 6 inches. At higher flows the swale will serve as a detention pond and a bio filter. DESIGN PARAMETERS: Design Storms: 6 Month (Water Quality) Storm: 2.4 inches of rainfall in 24 hours. 2 Year Storm: 3.75 inches of rainfall in 24 hours. 10 Year Storm: 5 inches of rainfall in 24 hours. 100 Year Storm: 7 inches of rainfall in 24 hours. Soil Types on Site: Disturbed Class B soils which were assigned a uniform CN number of 82 due to the slopes and fines mixed in with soils. F pQRp a R 8 � \ 1 00— 1 Y v 96 pf • a r p I1 N � 1 � : m y�o � q "'33ggg s Rd qd 8 J o Q 4p � YEIC All i i � '� • ��Nq in 6Y a O a tg D � � s onra•r D � �! 1 � gg� � � z Dz '� �, �' • I I I I I I I �I� rn oaf sq�€ � a iJ —TR gj X2 j 1 ^ 47 u rnr tw m rtrT Nw .).ot As..t.iT a me a.. inR T 01tRD l T. 0u)osoV.No . _ PM STA-3.2S SI •_ ) )�-cv.n6 ry n)v. _ �_ P`A ElEV.123.47 `�•` ~�, �� TYPICAL ENTRANCE ROAD SECTION AA.--7 '0o K.7.15 _ w sci.t 50.00' VC STA: 1.17.8E EL[Y.W4 c PARKING LOT NTERSECDON 7r BOTTOM or TANK se.w m 9JLOnIG ONE ANC) TWO ST.: 3.25 Elty. 12z71, PUMP AND SURGE TANK Ko scot g ) A: 2.57.34 ElFY. 114911 KING LOT INTERS11TION a > r r. u•� ,r.T IV m } s o L_ ` .— . — J vE w 1.00 2.00 3.00 "OO ItY Gt11a-��M,A1OEr pEC V.1�./f1RLOr RO BUILDING ONE AND TWO ENTRANCE ROADWAY PROFLE FOP LNCOLN OF9CE SITE SEPTIC TANK ASSE a-Y w soar i • k a.. w� I'-20 LINCOLN OFPIC`BULDNG C�� Pnainerrena SoRaaEc Aspiical n+v r-5, ENRANCE ROADWAY PROF1l� a.1 .. .� 4... L >—> AND SEPTIC SYSTEM DETAILS Pr —� �O 1 SITE INFORMATION: LOT AREA = 0.98 ACRES NO. PARKIING STALLS = 41 cnxRE v/WOR AT / TOTAL GROSS LEASABLE AREA = 7.700 SF VAADOM 2.5 V / BUILDING ONE GROSS LEASABLE AREA = 1152 SF as Slav[ I / BUILDING TWO CROSS LEASABLE AREA 2733 SF IMPERVIOUS AREA — PARKING LOTS = 19.200 SF MPERMOUS AREA — ROOFS — 4,600 SF / / \ TOTALVIWASTE WATER GIENERATED =800 3380SGPD SOIL TYPE CLASS 3 (0.8 GPD/SF) J � i -- — sa zs•e 4 00 +19.10 O h / Y S LINCOLN OFFICE SITE PHASE ONE ANE TWO DRAINAGE PLAN SCALE: 1'-40' 185 FOOT LONG GRASS LINED SWALE MATH SITE INFORMATION A TOP ELEVATION OF 194.0 AND A BOTTOM ELEVATION OF 192.5. OUTLET STRUCTURE LOT AREA = 0.98 ACRES SHALL BE 2. 2 INCH PIPES AT ELEVATION 92.5 2 AND A BROAD CRESTED OVERFLOW WEIR AT NO. PARKIING STALLS = 41 ELEVATION 93.75. THE SWALE IS 4 FEET TOTAL GROSS LEASABLE AREA = 7,700 SF 4 / WIDE ON THE BOTTOM WTH A 2:1 SIDE SLOPE. SLOPE SWALE AT 0.5R BUILDING ONE GROSS LEASABLE AREA = 1152 BUILDING TWO GROSS LEASABLE AREA = 273- i I / IMPERVIOUS AREA - PARKING LOTS = 19,200 SF o IMPERVIOUS AREA - ROOFS = 4.600 SF IMPERVIOUS AREA - SIDEWALKS = 800 SF +- y 0) Q' ® �`° TOTAL WASTE WATER GENERATED = 380 GPD 10 SOIL TYPE = CLASS 3 (0.8 GPD/SF) co 0 N S 87ro8'25' E 187.94' 12 t s 10" ey ° o �"• I ROCKERY 9 INCH 0 C�i'4Q�v / \ SEWER MAN O 4� \ / 4 OO ® I 00 J I I -bL86.4 OHO p0 (�C 426= P 2 Down Stream Conditions: The water leaves this site and flows to a 24 inch cross culvert located at the West property line, thence across highway 3, thence down a small stream to a catch basin and 12 inch culvert, thence under the Belfair Cafe's parking lot to a 36 inch culvert, thence into a stream, thence into Hood Canal. There has been a history of flooding of the downstream properties in the past. Recently, some improvements were made to improve the entrance capacity of the 12 inch culvert under the Belfair Cafe's parking lot. It appears that the system is still not of sufficient capacity to handle the existing flows. In response to the substandard existing conditions and current Mason County regulations, we have designed a storm water collection and treatment system that releases storm water at flow rates slower then the existing flow rates for a 24 hours design storm. HYDRAULIC COMPUTATIONS: The Water Works Computer Software, Version 4.06 was used to analysis the existing and purposed drainage conditions.The nomenclature for the various components of the system in the computer model is as follows: EXIST = The existing watershed - defined as the boundaries of the property.The existing watershed does pretty much follow the property boundaries except for the Southeast corner where there is a drainage that comes down the hill from adjoining property. A catch basin will be installed to collect the off site drainage and carry it down to the roadway ditch before it mixes with the storm runoff from the site. PHASEI= The watershed for the phase one development consisting of Building No. One, the entrance roadway and the upper two parking lots. PHASE2=The watershed for the total developed property. ROOF1= The watershed for the Building One roof drainage. ROOF2= The watershed for the Building Two roof drainage. PIPE1= The 120 feet of 48 inch CMP detention culvert. SWALE= The 185 foot long 4 foot wide, 1.5 feet deep combination grass swale and deten- tion pond with 2:1 side slopes. POND1=The temporary detention pond for the phase 1 drainage. OR1= the multiple orifice discharge structure for PIPE1, consisting of a 4 inch orifice at elevation 94.5, a 4 inch orifice at elevation. 97.5 and a 6 inch orifice at elevation 99.5. COMB1 = A discharge structure for the swale consisting of W1 - a overflow weir set at elevation 93.75 and SWALE - 2, 2 inch, outlet controlled culverts set at elevation 92.5. COMB2= A discharge structure for POND1 consisting of a 4 inch culvert called TEMPLO set elevation 97.0 and an 8 inch culvert called TEMPHI set at elevation 98.5. 3 MODELING RESULTS: ................................................................. ................ ........................I...... ................................................... PHASE ONE CONDITIONS ................................................................. .......................................................................................................................................... 6.. MONTH ' 2 YEAR . 10 YEAR 100 YEAR I ... ..... ... ..........I.................. 1. .. ..... ..'....... .. .. ....... ... .. .. . . . . . ....EXISTING FLOWJ�f�)............. 0.2 0.6 0.7 1.2 ............I............................. ........I...................................................I.................................:......... ........................... ................................................. ..................................................................... .................................. R'0P0 E"D FLOWS- - 0.2 0.25 0.4 I ..................................................... ..................................................................... ....................................................................... I ...........................................................................I........ PHASE ..................................TWO CONDITIONS I......... .................................................................1... ................................................ ................................................................ ............................................................................................... .............. 6 MONTH 2%YEAR 10 YEAR 1 '100 YEAR ..................................................................................................................................................................... ....... EXISTING FLOW (cfs) 0.2 0.5 i 0.73 1.19 .......... ...... ...........................*.*.................. .. ...........)................................................i......................................................................................................... MROPOSED FLOWS .NIs .. ............0.18............I............0.25............ ............0.59............ .............0.9............. WATER QUALITY The roof drainage and the subterranean drainage on the site will be separated from the parking lot runoff. A separate piping system will pick up the foundation drains, seepage, roof runoff, and off site runoff and pipe it directly to the roadway ditch.The parking lot storm water detention system has been oversized so that the total site runoff will meet the current Department of Ecology flow criteria. The drainage swale will filter the 6 month storm prior to discharge. Some of the water will infiltrate into the ground during its flow through the swale.The exfiltration rate in the swale was not included in the modeling calcu- lations but it was used to fine tune the 2 year storm flows so that the system would meet the WSDOE criteria of 1/2 of the existing 2 year flow. An infiltration rate of 8 inches per hour was assumed (based on clean, undisturbed Everett Gravelly soils) which resulted in a maximum exfiltration rate of 0.17 cubic feet per second.The grasses in the swale will serve to filter the storm water prior to discharge to the ditch. o L YO,,,qlz SrOg k'1C-3- 75 " .,n* Z417 ggj •1 LEGEND Basin id EXIST_ Hyd No. 4...... 4 U C M �2o�os�� -- ��or ii✓ccuo/n/Gi 3 6 9 12 15 18 21 24 27 30 Time in,Hours Hyd No. : EXIST Rate: 0 . 46 cfs Time: 8 . 33 hr Vol 0. 17 Ac-ft Int: 10 . 00 min Hyd No. : 4 Rate : 0 . 27 cfs Time: 9 . 50 hr Vol 0 . 23 Ac-ft Int: 10 . 00 min V/excie rgl --.P O l = D. 21 0, d. 7 0A ., TGAZNI 0 N LEGEND Basin id EXIST_ Hyd No. 4,..... 1 w u , c ex� .5 ' Nc7 MO �0 Q 1 3 6 9 12 15 18 21 24 27 30 Time in Hours Hyd No. : EXIST Rate: 1 . 19 cfs Time: 8 . 33 hr Vol 0 . 40 Ac-ft Int : 10 . 00 min Hyd NO. : 4 Rate: 0 .90 cfs Time: 9 . 00 hr Vol 0 . 48 Ac-ft Int : 10 . 00 min PlvhsE -L - O n/G y 7—vlo yE,49 57ro�ea -7 s :h LEGEND Basin id EXIST_ Hyd No• 5...... w u c xis Ti 1-/Gi , Ogo ,vo s L W 2l77 o Al cv fr D, /D C'�S 3 6 9 12 15 19 21 24 27 30 Time in,Hours Hyd No. : EXIST Rate: 0 . 46 cfs Time : 8 . 33 hr Vol 0. 17 Ac-ft Int: 10 . 00 min Hyd No. : 5 Rate: 0. 30 cfs Time: 9 . 00 hr Vol 0 . 20 Ac-ft Int: 10 . 00 min D. Z o c N LEGEND Basin id EXIST_ Hyd No. 5...... 4 u 7-/ �o r° 3 6 9 12 15 18 21 24 27 30 Time ire Hours Hyd No. : EXIST Rate: 1 . 19 cfs Time: 8 . 33 hr Vol 0 . 40 Ac-ft Int: 10 . 00 min Hyd No. : 5 Rate: 0 . 95 cfs Time: 8 . 83 hr Vol 0 . 44 Ac-ft Int: 10 . 00 min 4/8/95 5 page 1 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. HISTORY OF HYDROGRAPH ACTIVITY Date of Session: 4/8/95 5:15:11 pm CLEARHIS CHANGE PRECIP 2.40 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 0.19 0.31 PIPE1 OR1 94.95 0.29 1 93.92 cf LPOOL 2 "SWALE" EXIST 1 SWALE COMB1 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 0.19 0.29 SWALE COMB1 93.02 0.16 2 558.08 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 0.0525 cfs 0.0176 ac-ft 8.33 hrs ADD 234 0.1798 cfs 0.1300 ac-ft 9.33 hrs REMARK THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 4/8/95 5 page 2 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. -------------------- HISTORY OF HYDROGRAPH ACTIVITY Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 0.19 0.29 POND1 COMB2 97.52 0.21 5 358.02 cf End program file C:\LINCOLN\LINCOLN.pgm CHANGE PRECIP 3.75 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto- Dis PkStg OutQ hyd Volume FIRST TRAIL 0.46 0.57 PIPE1 OR1 95.56 0.45 1 319.47 cf LPOOL 2 "SWALE" EXIST 1 SWALE COMB1 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 0.46 0.45 SWALE COMB1 93.62 0.25 2 1214.40 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 ' 0.0839 cfs 0.0284 ac-ft 8.17 hrs ADD 234 0.2701 cfs 0.2285 ac-ft 9.50 hrs REMARK THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND 4/8/95 5 page 3 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. HISTORY OF HYDROGRAPH ACTIVITY LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 0.46 0.56 POND1 COMB2 98.05 0.30 5 807.72 cf End program file C:\LINCOLN\LINCOLN.pgm CHANGE PRECIP 5.00 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 { LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 0.73 0.83 PIPE1 OR1 96.27 0.58 1 641.51 cf LPOOL 2 "SWALE" EXIST 1 SWALE COMB1 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 0.73 0.58 SWALE COMB1 93.81 0.56 2 1411.82 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 0.1127 cfs 0.0385 ac-ft 8.33 hrs ADD 234 0.5946 cfs 0.3236 ac-ft 9.33 hrs REMARK THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH 4/8/95 5 page 4 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. --------------------------------------------------------------------- --------------------------------------------------------------------- HISTORY OF HYDROGRAPH ACTIVITY CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COM82 5 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 0.73 0.84 POND1 COMB2 98.68 0.38 5 1489.19 cf End program file C:\LINCOLN\LINCOLN.pgm CHANGE PRECIP 7.00 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 1.19 1.24 PIPE1 OR1 97.59 0.88 1 1248.81 cf LPOOL 2 "SWALE" EXIST 1 SWALE COM81 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 1.19 0.88 SWALE COMB1 93.84 0.83 2 1442.09 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 0.1585 cfs 0.0547 ac-ft 8.33 hrs ADD 2 3 4 0.9048 cfs 0.4794 ac-ft 9.00 hrs REMARK 4 j,8/95 5 page 5 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. HISTORY OF HYDROGRAPH ACTIVITY THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 1.19 1.29 POND1 COMB2 99.10 0.95 5 2033.43 cf End program file C:\LINCOLN\LINCOLN.pgm MASON COUN I Y PERMIT NC . D t )C - BUILDING PERMIT APPLICATION 00090 426 W.Cedar- P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner. - Company Name Clli"/ lAeOIf1 Z_ "S1%lyCrc► ,? Mailing Add s Mailing Address JqO- &aY 3jCZ City Statel�l Zip Code City [I1ai,'r State U/ , Zip Code Phone 4 Other Ph. Phone 3 K d 7x'A'QjV Other Ph. Lien/Title Holder Contractor Reg.#AC4 RL L C&� P. E mail address E Mail Address Drivers Lic.# / DC` DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Fxisting Septic Connect to Water System i," Name of Water System % = _-- Well Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. / - Fire District Legal Description S _* Site Address (Please include street name, street number and city) 7-e Directions to site �,,' 7e� rn gew%`' -- f"/J!h D7~{iere, Will timber be cut and sold in parcel preparation?Yes N Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Y` Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building T�� CDescribe Work�1G'& �' .UA z ,& il No.of Bedrooms No.of Bathrooms Square Footage- 1st Floorr2S` 2nd Floor "30 oor Basement Deck Covered Deck Other Sq.ft. Garage Attached Detached Carport Attached Detached MAN UFA URED HOME_JNFORMATION - Make e&IC Model Year Length WidthAg er-i 61 ha No.of Bedrooms No.of Bathrooms Type of Heat 4ke;iE'C Purchase n Replacement Unit? Yes/No Installer Name ���if, C /+'2+�A'11fw - Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information mayresult in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or`the contractor.I further declare that i am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and+'laSDection. PROOF F CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. RECEIVED X � �- �--- Date' Own r Y Owners Representative/'Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: DateJUN U 9 7005 DEPARTMENTAL REVIEW AP OVED DENIED NOTES 13ELFAIR DEN Building Department aV Planning Department Environmental Health Department Public Works Department Fire Marshal 1L�5 FEES Buildina Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES - 87 9 ? 2 r ` � CB 08g77 " � �' �,►� i crt �• � `�'- s 11 '�• 'z > '���x1�� � 1 0 �a �_ •08'2, : 1. • 12 D Y -`_' �'. 3:3. •L' fit" +y$��,? .y $t-i l��'•' 4., 9 ;\ 1 ''�j 122 NTROL STR. SEE TAIL h N, i0 THIS SHEET 1L �'•. / \ t s+..i a*f.•t;:; _ �fF��.. r'.� ,g�+'tf� �: d _.t IV C f� a + CB#6 �.. o K- �yo 62.00 t k • ; �b a ..� tax �� yy�V•. '''L"` '-� s;:,^,... /j/ em�sh. "X•. rN� T RR i�' _f��; col l J/ C - - S `� -° '�' �f``t �$-}. F��� � .-` � '�! {t •E°�'fib,:' '.` fit` ` •4 a'. .� x "3' `Y.T -. t }x _+�. ;�' ,.,c• � Y `•�',. � '�f� � ~ fit' `f� .a� ' .. r .. a.. .cJ z•� „F .,i,.C ir�,c�a,t ..'��-` ,'.+,; .`� �J.�•. y�� •ems J�•'•..a '�*� � ,,.�,.jr �KF�' .; �V Al 4 1 6 ET':RO ERY 8 .. .,� .. ._I. ►�tK PROPER S ►� ►� Nl\lb36" SEWER MANH LE' `O o �^ ' °On_ o 100 GALLON SEPTIC TANK 8 '41'S5" W �20� +� :: ry STA. �( � �.c, ,� ' ,, 1 426.07' � - -19140 1100 GAL. SURGE TANK/PUMP �- �* SET TANKS AT ELEVATION 96.40 § '^ i MARK SEE DETAILS IN ON SHEET TWO. • `�' x;� '�STE WATER FORCE MAIN - PIPE = 100.00 CL 200 PVC 1 t1f „-i�aJ� t,� S,•,� ,�., ,� � f t��:t t. ry� �S•t. RECEIVED L SITE PLAN u y 'JUN 0 9 2005 .0 �G of NVAS f ty $ELFAIR OFFICE g T ' Approved By: Dr�acwn BY: Date: S< _ f - 91 Designed By::°_ z � �' a"� EMmenng ;So wage A �cattior� i Checked � Oaf I � tj•' t� ., <t., �;Y �y� ���y,�� ,� zs ��4, x `tl.' '. _t��x.,' a r-x '• v ✓E,>3` 1't -` ~ ti �- sY- t. 'ttT+''S. ; t{.� � ' ? y� •j. . WEI . + :orb l �;�;;;qq f •+. s.� a ;•e�- o,3y. �� .'�.�. . ,:�•�ytr ^J• T .. t .. t 'a 1+ ��}T'1 � G: � t���� ,+t r t"� ,r4 � �+.,. '+S•,.:. *s"tea �. �.y-1 �' .'y� yL ' cT. 1IS ti a 1. •• A• _ _, -.....'�af�s-.. .. �,:4_b, .. ..•s9•.'.. '>,�t:(.t.}.i?,•Y .. !�- '..{4�SE-.!^:.. ._._'�'. .��k:•�e'. <�•.A:- _ :('- .. t �••�J_ .. 9 ? I cm CB 08.77' n - , >x z: 1 2 y D 8 S 8 CB#3 �' � { 12 12 ' D �22 IVA NTROL STR. 8h a{k a SEE TAIL � THIS SHEET 0 t CO CB#6 E 70 R . Cb Ft� K* t t is # 62.00 �ry ?l i 6 FT ROOKERY S = �>: b t. _ I Tv O '��� p� O ►��`�' t` J PROPER S ,. > 2„ 36- SEWER M,\NH LE 0 o rora 0 8 '41'55" W 1100 GALLON SEPTIC TANK '� �- �� Dc -I-19140 i 1100 GAL. SURGE TANK/PUMP STA. k = `r � ��1� R 5 SET TANKS AT ELEVATION 96.40 I � ds�.{ �` � � E /MAIN H MARK SEE DETAILS IN ON SHEET TWO. WASTE WATER FORCE )F PIPE = 100.00 1 1/2n CL 200 PVC k• ENVIFON �VTAL. RECEIVED PLAN �� �� HALT : . I . SITE �- Mc C JUN 0 9 2005 WAS � HLFAIR OFFICE ���w h Approved By: Drawn By: Date: _ y "} Desi and,B M: E �neertin `So ware A 1,Cat'l,o11 9 y � r �, n9 9 f Checked By: i ExP� s Approved Byvft.X # � .• Yr�' ^t - {: