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Home My WebLink AboutBLD2009-00536 Revised Retaining Wall - BLD Permit / Conditions - 2/10/2010 �a .l'`a�,c�O� G w O Goa F` � t `4 .." _ ..;: �r;.�, �: _� �� C� -; �+�-J' ... �, �; -,= �* fR � _ - � - � �� -=_ , � � „� �s 'pt ♦,y w .� / p � `:"�, ^,�" ��_ `�`d►- r �� - _� ,;� -�� • � • �c a. _'._ s, �..• � .� ;i �,�' 'ram' j+�'-d' s;. .... �/ ��i•�-_. Jai � �`.. �+ ....,., T Y . � ? wl , �44Y y� r 1 _ :..� 'yam. �., • Y. lot. /' A A_. � •.y 1 ire '.�,�_ A • k lie a or.. • r fit •tj s ,1 •� Y tov w I 7• t�a0. � 1, �� tk •�.� �� I `*F-. . ay #Z41 ^F h k 4 X y � y H J� N e :�T 1 _ � � i — s . -_ � -; � �- - ._ 1 �� . `. , -� . �� "s. . _ . 4. �* .� { f k Y � �1 ti. ` J I�LEASE DO NOT �RGCEED uNn� you HA vE aNTAcrEd X ARK Nr7'c14' VV�Z� 4K I . br.r i�� ','a HE'S '+_-ram I 'P3' 1 ; � ,� r. 1r''�' �t � �� 4 -� _ = R� r� �, �� e rp 3 �` - �� }� f L �� x��y �� 3 � iP,� 4 �r�l a � KC[�' � t. �� E..'�'"a ��` �"''a t� '� iIL�' � ,ap C�7 � � -�7 r r. i� �' y._ 'f.�' ' �, \p� Y„� _s � E'�/ .E lh�( L �d. �� ; fir- � .="' . �� - "_ _ :� ��# SIDE.V Rt a !P 7 7 + � 1 lk i 1I !y L 4, A J� i ay. A • 1. sr J. h ` � n � e 1 r d !`1 i +fit a^f dw Y . • k r 'h 4yIr �V- ' 'ix Request To Revise An'Approved Plan Pe-mit Number: BLD200_9_- a( 5,5Lv Name Parcel Number -Sc _- j6 6 F Phone Number daytime (__) Project Address Mailing Address Tlf D Q Please provide a complete, detailed description of the posed revisions to the approved Tans: vo Are two sets of the revised plans or addendum indicating the changes included? ❑ Yes ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information: RECE i r ZOO Applicant's signature `- N pp gnature I�Zr`/tLt D CJ of 5t - Date: Office Use Only Received by: Date Sent Assigned To Approved By Date ❑ B. C)�A_) Original Valuation: $ p Additional Valuation: $ T. Sq.Ft. x$ $ �.V Sq.Ft. x$ $ ❑ Total New Valuation $ ❑ P.W. Additional Fees: Additional Planning Dept. $ Additional Plan Review $ Additional Conditions/Comments: Additional Building Permit $ Additional Plumbing $ Additional Mechanical $ Additional E. H. Dept. $ Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton,WA 98584 +� RESIDENTIAL BUILDING PERMIT BLD2009-00536 OWNER: MARK HITCH CONTRACTOR: JESFIELD CONSTRUCTION CO. INC. 360-275-6684--731-7703 LICENSE: JESFII`228D0 RECEIVED: 7/1/2009 SITE ADDRESS: 611 E RAUSCHERT RD GRAPEVIEW ISSUED: 11/4/2009 PARCEL NUMBER: Mu 1 50 0 0 EXPIRES: 5/4/2010 LEGAL DESCRIPTION: RES TR 8 & 1/80 INT TR 41 PROJECT DESCRIPTION: DIRECTIONS TO SITE: RETAINING WALL FROM HWY 3 NORTH RIGHT ON FIRST GRAPEVIEW LOOP RD RIGHT ON RAUSCHERT RD TO ADDRESS ON RIGHT JUST BEFORE CUL DE SAC General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: RW Fire Dist.: No. of Stories: Occ. Load: Building: Valuation: Building Height: Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: PICKERING PASSAGE Rear: Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type City. Type City. Type By Date Amount Receipt Plan Check Fee GMM 7/1/2009 $145.11 S12009000 Planning Review Fee GMM 7/1/2009 $205.00 S12009000 Building Special inspection DLC 7/21/2009 $73.00 S12009000 Building State Fee LDK 10/27/200 $4.50 S12009000 Building Permit Fee LDK 10/27/200 $223.25 S12009000 Total $650.86 BLD2009-00536 Please referto the following pages for conditions of this permit. 1 of 2 CASE NOTES FOR BLD2009-00536 CONDITIONS FOR BLD2009-00536 1) A section of the proposed retaining wall extends into the road right of way as evidenced by the recorded survey, auditor file number 1946772. The Mason County Public Works Department has issued the owner a notice that if the retaining wall location creates a risk the retaining wall may need to be demolished in the future as required bythe department. X � 2) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. C. No foundation drains within 30ft, down gradient of drainfield/reserve area. D. No cut banks 30 feet down gradient of any drainfield. This permit becomes null and void if work orconstruction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time 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 spection.The owneror the agent on the owners behalf, represents thatthe information provided is accurate and grants employees of Mason County access to the above described pro d structure for re ew and inspection. OWNER OR AGENT: '/ ' /F/(�""" DATE: J( / 1 BLD2009-00536 Please referto the following pages for conditions of this permit. 2 of 2 co o CONCRETE MECHANICAL MANUFACTURED HOME --Io _ C) Footings!Setbacks Gas Piping By Ribbons = o Intenor Date By Interior-Date By Date By 0 Cn f=xterar Date - ey Exterior-Date B Set-u > INSULATION Point Load!Isolated Footings Date By BG/SLAB INSULATION —----- - - Date By Data By FIRE DEPARTMENT Foundation Walls Floors Date By Date/Z 3-p By-7-/ Data By DECKS FRAMING Wails Date By Date By Data _ By PROPANE TANKS PLUMBING Vault Date By Date ey OTHER Groundwork Attic Date By Type Date By Date By o..W.v DRYWALL __ Type- Int Brace Wall Date By W Date By Date By FINAL INS PE TION 0 m Water Line Fire Seperation C Dale By Data By Date Z 1(7 B p m Pass or Request Inspect. c Type of Insp. Fail Date Date Done By Comments w CD fff�% SL49-FS %l- -14Zl -2 v STD c.c. 9 l2%3 ' +•� I 9 �� zl lu 0 8 a o' _ O S N .o fD 0 --w • 00• Hitch retaining wall replacement 611 E. Rauschert Road Grapeview, WA 98546 Parcel # 121185000008 Nn i de k v Photo of previously existing retaining walls 1 I 1 ,dal • 4� )t" CLYD�S �P 4 WAS �y 'f r4asc",_. • `sj�NAI� • �`i r+ Cie_, H ory tl f x . , Yi hL 3' a.�,,.• _._.,t ,�,�•�,...�,., THESE PLANS MUST BE ON THE JOB SITE FOR IN4FECTION WA �i�U� L t?11 S`O 0 L)0-'- t �� , ♦ M �jJg �A�L•5 ' / '13ryLriil..4i, S{ 1 r v $o�TS— W PrI.L tJ-1 i�•Jj twiN PET-Ct}c#q f'�t �t"`LAai- CO)IV $ PLPC un> K,51 STEEL WA 2 r�ci2 ��a5i ELYIj�s r G�P4f��was f'0,2 LDS rs JI VP15ttt PIPEr To DAYLJ&Wr LU) /Loo �r i ♦ is a , +L i ` • t i • � • � i [Ze t 1jn1(r WALL... e�� NptLtTV�i-kD a � wt �wv%rotech �wg�weer�wg RECEIVED GeoteclnwLcaL ° EvivirowvwewtaL R.oadwaU OCT 2 7 2009 October 17, 2009 MASON COUNTY Jesfield Construction PO Box 1590 Allyn, Washington 98524 ■ ■ I L D I N G RE: Retaining Wall Design for Mark Hitch Property, 611 E. Rauschert Road U Parcel 12118 50 00008, Mason County, Washington Envirotech Engineering has completed this geotechnical/structural evaluation for a recently constructed reinforced concrete retaining wall at the referenced property. The following analysis provides soil, wall and structural parameters, including expected surcharges, followed by an analysis and conclusions for existing steel reinforcement, sliding and overturning. Although surcharges were accounted for, traffic impacts to the railing were not assessed. Design sheets enclosed with this letter depict specifications and other information relating to this retaining wall design. Soil Parameters Structural Parameters y= 138 psf Wall Support: Cantalever ( = 38 ° 0.5 in wall flexural rebars vertical, diameter ca = 400 psf 0.19635 in2 wall flexural rebars vertical, area Pore Pressure: No 0.5 in #4 wall temperature rebars horizontal, diameter Earth Pressure: Active 0.19635 in2 #4 wall temperature rebars horizontal, area R = 0 ° 0.5 in #4 footing rebars, diameter yw= 62.4 psf 0.19635 in2 #4 footing rebars, area 0.9 strength reduction factor, flexural 0.85 strength reduction factor, shear fy = 60 ksi yield stress in steel reinforcement Load Inputs 0.0018 yield stress ratio q 30 psf fc= 2500 psi concrete compressive strength DL 0 Ib/ft 3 in reinforcement steel cover LL 0 Ib/ft yc= 150 pcf concrete unit weight w 0 lb Soil Conclusions K 0.24 Ke 0.22 Wall Geometry 6 25.33 B = 48 in 4P 0.00 h = 12 in Rs1 1050.49 b= 12 in RsH1 949.47 H = 8 ft RsV1 449.49 t = 8 in Rw 0.00 D = 24 in Rq 57.09 n = 20 in RqH 51.60 Key: No RqV 24.43 Re 957.48 Rs2 65.66 RsH2 59.34 RsV2 118.10 �q- NE �-Furd Road gelfa�r, wask vuntov�92529 Off: 360-2�5-93�� Cell.: 360-689-604.5 FOX: 360-276-4789 1 of 4 ewv%rotech@c+eotechv Ccal%vi fo.cow� Sliding Fr= (EWi + RsV1 + RgV)tanb + cA + RsH2 + RsV2 21052 Ib/ft Fs= RsH1 + RqH + Re + Rw 1001 Ib/ft F.S.static= Fr/ Fs 21.0 o.k. F.S.dynamic= Fr/ (Fs + Re) 10.7 o.k. Overturning Mr= FWixi + RsH2y2 + RsV2xsV2 + RsV1 + RgVxsV1 9252 lb Mo = RsH1yl + Rwyl + RgHyq 2738 lb F.S.static= Mr/ Mo 3.4 o.k. F.S.dynamic = Mr/ (Mo + Reye) 1.3 o.k. Flexural Steel in Wall (vertical) Wall load from resultant earth pressure = 1.4*(Rsl + Rw+ Rq +Re) = 2891.1 Ib/ft Mu = wall load from resultant earth pressure*H^2/6 = 30838.3 ft-lb As = Mu*12/(strength reduction factor, shear*fy*1000*(t- 3 - 0.1*(t-3))) = 1.52 in2 Ac= fy*1 000*As/0.85/f c= 43.0 in2 Mn = As*fy*l000*(t- 3 - 0.1*(t- 3)) = 411177.3 in-lb cpMn = strength reduction factor, flexural*Mn/12 = 30838.3 ft-lb As2 = As*Mu/cpMn = 1.52 in2 Number of rebars per foot 1.02 rebar spacing 12.19 in Temperature Steel in Wall (horizontal) As = yield stress ratio*b*t = 0.1728 in2 Number of rebars per foot= As/#4 footing rebars, area = 0.88 rebar spacing = 12/number rebars per foot = 13.64 in Wall Footing Pu = 1.4*DU12 + 1.7*LU12 + RsV1/12+ RsV2/12+ (yH(B/12-t/12- n/12))/12 + q/12 = 203.13 lb/in qu = Pu/B = 4.23 psi Vc= 2*fcl/2 = 100.00 psi d = h - reinforcement steel cover- 1.5*#4 footing rebars, diameter= 8.25 in Vu = qu/d*((B-t)/2-d) = 6.03 psi oVc= Vc*strength reduction factor, shear= 85.00 psi oVc> Vu o.k. 2 of 4 Flexural Steel in Wall Footing Mu = qu*(B-t)2/8 = 846.38 in-lb As = Mu/(strength reduction factor, flexural*fy*900*d) = 0.0021 in2 Ac= As*fy*1000/0.85/fc= 0.0596 in2 A = Ac/2/b = 0.0025 in As2 = Mu/(strength reduction factor, flexural*fy*1000(d-A)) = 0.0019 in2 As = yield stress ratio*b*h = 0.2592 in2 Number of rebars per foot = As2/#4 footing rebars, area = 1.3201 rebar spacing = 12/number of rebars per foot= 9.09 in 12 o.k. Temperature Steel in Wall Footinq As = ycBh = 1.04 in2 Number of rebars per foot = As/#4 footing rebars, area = 5.28 Spacing = 1/number of rebars per foot*12 = 2.27 in As2 = yield stress ratio*B*h = 1.04 in2 Number of rebars per foot = As2/#4 footing rebars, area = 5.28 Minimum spacing = 1/number of rebars per foot*12 = 2.27 in Maximum spacing = 5*h = 18 in rebar spacing Choose in Glossary y = soil unit weight q = surcharges T = angle of internal friction DL= dead loads on wall ca = adhesion LL = live loads on wall Pore Pressure: pressures due to water w= extra sliding/overturning resistance Earth Pressure: active, passive, or at rest R = angle of backfill yw= water unit weight fy = yield stress in steel reinforcement fc= concrete compressive strength B = footing width yc= concrete unit weight h = footing thickness b = footing length Fr= resistance against sliding H = height of wall Fs = sliding forces t = wall thickness F.S.static= Factor of Safety (static) D = foodting depth F.S.dynamic = Factor of Safety (dynamic) n = footing length beyond wall face Key: "notched" footing for sliding resistence Mr= resistance against overturning MO = overturning forces F.S.static= Factor of Safety (static) F.S.dynamic = Factor of Safety (dynamic) 3of4 K = earth pressure coefficient Mu = Maximum moment Ke = earthquake pressure coefficient As = Area of steel b = Ac= Area of concrete at stress y) = Mn = Nominal moment capacity Rs1 = soil partical resultant force cpMn = Design moment capacity RsH1 = horizontal resultant force As2 = New area of steel RsV1 = vertical resultant force Rw= pore water resultant force Pu = Factored dead and live loads Rq = surcharge resultant force qu = Load per unit length of wall RqH = horizontal surcharge component Vc= Shear strength capacity of concrete RqV = vertical surcharge component d = Effective footing depth Re = earthquake resultand force Vu = Shear stress at critical section Rs2 = opposite soil partical relultant force ovc= Reduced shear strength capacity RsH2 = horizontal component RsV2 = vertical component Envirotech is pleased to submit this engineering analysis. If you have any questions or need additional information, please contact Michael Staten at 360-275-9374. Best Regards, Envirotech Engineering PAL CLYOt ST `C-'�pF W ASH J� 9�F FGISTI W w Fss'�N A L ECG) Michael Staten, P.E. Project Manager 4of4 . i 13W;�xl FILE 14,-t,I� MC4/v— COPY � APPROVED Wa\A 1 MASON BUILDING INSPECTOR CHANGES SUBJECT TO APPROVAL L01r, DATE o 27 v )ztl� col D000 i Documents attached to approved plans: Site plan: Plan review checklist:_ 'L`d Pages Engineering: (0 N Lateral Vertical Number of pages _ Plans include __q__ pages of engineering documents that must remain attached to approved plans THESE PLANS Pa )STat THE J0 E INSFEC ON .IEET ALL, CURRENT GTON STATE CODES -f A cz HA[1IbE.`: • :rtAPPROVAL r0 PEliFUi-:,J1NG WORK Construction must match all design/details/specifications of Architectural/Engineering structural requirements OR a stamped letter of approval must be provided from the design professional .responsible for the area that has been altered. *NOTE structural engineering shall supercede Mason County "typical"notes for structural items.* FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PERMIT NO. ADA2009 BUILDING PERMIT APPLICATION 0053 j 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 IKFF APPLICANT INFORMATION CONTRACTOR INFORMATION Owner M Po?-1C ff 1-Fc- Company Name T--SFI&--Q (20,151- CO. Mailing Address Lf'& VIu,r+GE wA`( Pwt f3 I bit Mailin Address PO 0:0 X IS9 Citypn L-,1DL-,D W state WOrZip Code 9 9_)b,1 City wYt✓ State A- Zip Code 9$5-2- Lk Phone.-3610 '4-37-9351 Other Ph. Phone 36a "S-- b6-,4-- t�,er Ph. Lien/Title Holder Contractor Reg. -r _� L 71 E mail address E Mail Address Drivers Lic. # DOB Drivers Lic. # DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. j2-l1IR 000009 Fire District Legal Description MOJ./T'41../ SHo26S TV-,, 'S $- IJ T�So /ov ' +1 _ Site Address (Please include street name, street number and city) 61/ F RAySe-Ht2 T " A &&APr=✓tc ul Directions to site fr00 H'vY 3 NJ2TH , RT owl rt 2ST G-2A-PEv//EtV L.Oo►P ►2D , al- 0 L) 2AESL QT 9-17 (Ltr 0A/ P-:l BUST F'F0_ 2E COL-Dtr- 5 Will timber be cut and sold in parcel preparation?Yes(!!S�2 Is property within 200' of Saltwater :L4t Lake River/ Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs/o Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement actionlLYe31No TYPE OF JOB - New X Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL Use of Building Sf�: Describe Work Con/C2e 1- px i 1 jaI✓� W A-i-L- No. of Bedrooms No. of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/ No Installer Name Certification No. OWNER /BUILDER Acknowledges submission of inaccurate information may result 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 informaticn provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced withi 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEAN FAPROG SS LNSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. 1 X — �I G3�-►tZ-t� 00&/_5• Co - Date 7 - I ' Owner/Owners Representative Cont actor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted ry Date -7 "�' CA DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Fire Marshal FEES Building 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 S TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar- P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 - Elma (360) 482-52 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner Company Name -J Q-',wt I L ^,Ic T Mailing Address Mailing Address PO W Yis + City State Zip Code City State A Zip Code Phone Other Ph. Phone r.,� Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. 1211 As otJ000A Fire District Legal Description ;�t',�Jy)T Phtw ,► ,�W-k-S --R S 4 / So /^1r TIC. 4-1 Site Address (Please include street name, street number and city) b// E AA t25-C-Ht rz T 2 D 0 6ef A PIE VIEW Directions to site �F2120 Hwy 1�/J(111.10 12r 19 GRAPE VIE vj L, a IZC . P--r ,,1 jLr'.:<.:c 2. -S S o d %j Sr '.' /L E- C v L-- D of - 5 4 c Will timber be cut and sold in parcel preparation?Yes 652 Is property within 200' of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work LON � 7 No. of Bedrooms No. of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result 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 1 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 +nformaticn provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X ! _ �G3Fi tZ I� �,�n/5 �a - Dater c Owner/Owners Representative o_ntracto)r (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Ac epted by:T-z4 5W Date DEPARTMENTAL REVIEW APPROVED DENIED O N TES Building Department ► 2*7 01 Planning Department �� S Environmental Health Department Fire Marshal FEES Building Permit Fee Site Ins ection Plan Review Fee EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood/Gas/ Pellet Stove Fee I State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES F � 4 1 rl4RK FilrGr� �. 6f► E. C L 4 (,RAY[JtEvJ, WA 9'?54 \ � r � PR k c E t-• # i 2i I�Ss�v��v g 'll I� 2.5 0. S 1 ` 1� �yls7- ifI Ho-4.E q� C-7(15t• wJOC ` i ��Ist• •po 4kE: .22 �36 � i 1 1 AY t -- �--- W ! z ui 1 A L.1. rrr V' ....... ...Y....... -- _ 4 LEs� � 16� ti 6 EW L'on/GQEi� L=xiSi. A$PHAL--r I TAinhN4 wAl.t- Re'?t.ActS EYI$rlt—r CONCQETC rSWt� , Wooa WALL �Syl E7 -- WAU. kT. S�ai'e5• (�7T'� tr�sr• r (f2orA LESS TWA,/ $ TO AK&OY-V, SCAT -Potie� � 9c,'0 . 2��5 J tom`- �' - � `��c - -U✓ -t tN�_uti�t,�.kaLS' cNU_�e u,�.u. J era 9 ww"s 9 00 MASON COUNTY, WASH. A ?7w46 Co. coo. 4 vem ' '7' c cn�, il j4��46-26 -5CAI-,E /00' 1p,49 Zo 29.28 47. 1[Z' A7 Line E:toe/%JIIrd ay I " or A6- THIS PLAT OF MOUNTAIN ZZ0632 ACRES OF GOVERNMENT LOT 3, WASHINGTON, BEING MORE PAR Aj BEGINNING AT THE NORTHE a, .40 ej IRON PIPE RISING ONE FOOT 14 BEARS N17030'E 25.1 FT. A 2793.57 FT. TO THE NORTH 0 591` A 1. D. IRON PIPE WITH SIMPS b 1311.05THE TRUE PO or' 380.69 FT. TO THE GOVERNME Ot 's-AS l.f THENCE LEAVING SAID MEANDE JIG .vm 4'. . TRUE POINT OF BEGINNING, T is 4? A' Al 0 G e4 KNOW ALL MEN BY THESE F -0, DORIS STOCK, HIS WIFE, IN FEE SIMPLE OF THE LAND A THE PUBLIC FOREVER ALL STP 40 ILI THERE IS SHOWN ON THE PLAT 0 -4 WITH THE USE THEREOF FOR F 9 FOR CUTS AND FILLS UPON LC AL GRADING OF ALL THE StRE ALL STREETS OVER AND ACROS A6 07 STREETS ARE ORIGINALLY GRA J# 0 .1% N. IN WITNESS WHEREOF WE H sev're4- / AF 7 .45 J-P 0 X1 .41 /0 it ;0 t, lh CO, 6ole. "'Vn R"pe J-,J- Cedor 0-16,tes. on /-/'? ,,of on 40-e 921" -rP"0"' 'ooeo(a6aer C-V'c'-4 "')e Of on W '&170ey. 0/'/w,/Z which'ir 0 21 i D. /ron Floe of fop or 6nnk• 6`5 L4 dj -� -�mm�rct � �u�1 G�'1�G � WryLL S6CT1v i 'al 1 , �.,4 tom, SC H E i�j L w � " r r RECEIVED `► MASON cotji . ry NAB,/Z,► -G• - a- . .ti. , ,__,.�_. .� _.� _ C 'p , �.. sew �rexr,�fi'✓� ( ETA r,;1J{tj W ;),L.- t��i) it_. de b M4-44- v. . Hi-r 4 611 e � r - $t�v000_s� IIZJ � 1��y�d 91;500 —�007 CT,( U c, �.+ v i j f Q.-A 40 a(Uel t0 ra Jo vvcp i,.Qi`�yU�•�w HLo B 1.70 ;7v c�_t�,�.�' "t•1�1.1 �S—�� y, �_ _ ace b�� •!VMO0 ryjNY?,-i!_,V-,1 y I ; � 5`•-t� y� a n� �1iN�w3H"7 Z1 x�'t r rst ve a vr�•.• ..v � � . .. �� . �� _�• __ _ _ —_ - F/LLE7 c��a►•� r+aL� MASON COUNTY, WASH. Cu.w1• Arhb ra„- Fd/'/D./ron P:pe t wihf Si/npa+on Lay- � _A 11ZY.* YO• _27.Q! /tOt 26. �n9 Co. COp. I B S 89.43/4'w 2793.57- � 4oas C7.Io 47 P/ ?I f 64l7/9 �•� /t.6d 2/.3B h ::•:: .: ;.: Line Esfob/:shed by I kb'E4"men/ !br •::• :..••- . :.. ",vj5rw/ dngj!Av eenrenr Av__0! Ep__ aes•rercl �tsot'•• /4udi/ors Fi*'oi4. E20632 THIS PLAT Of "MOUNTAIN --�-- ACRES OF GOVERNMENT LOT 3, see' 4 I _ /cs"_ ae-_N_ !Z'—— WASHINGTON. BEING MORE PAR °w0 o, N BEGINNING AT THE NORTHE .�4 M 3J� ��` 4o C a IRON PIPE RISING ONE FOOT 6 +fir• ^` ' u 'o ,39 oR *v yl BEARS 11170301 25.1 FT. A e �. 2 }•V` '' « 2793.57 FT. TO THE NORTH 0 o o, •Ii� �597 4 `t 1. D. IRON PIPE WITH SiMPS `�� '�os' ~ `4 1311.05 FT. TO THE TRUE PO �a ; \ 380.69 FT. TO THE GOVERNME d �� - If �� t'FO s { c THENCE LEAVING SAID MEANDE y R .9o` Ate. is L,p.lt• • , ; P,.�'� !.,o' �.t. t7• TRUE POINT Of BEGINNING, T J - /df.li•.. _ O •: ws a.'so D•�• i�tlb � V+.Gs• 19 `��.Nero Z E- N! W ;'• Q F.os.0- eq Oa` N, 0 KNOW ALL KEN BY THESE F DORIS STOCK, HIS WIFE,— W 25 20 IN FEE SIMPLE OF THE LAND Y ^+k S 8 "o• lays _ THE PUBLIC FOREVER ALL STA r,"r. °� t Z THERE 1S SHOWN ON THE PLAT Os h �w ^ N 40 e -I m ' Ip/ •jd,• } U WITH THE USE THEREOF FOR F ate, W c FOR CUTS AND FILLS UPON LC L•a �Zw roc �0� Q`,�o t� 2, AL GRADING OF ALL THE STRE ALL STREETS OVER AND ACROS g3 .' �° t i� 'A w4� c� STREETS ARE ORIGINALLY GRA ZB }�n6 27 pii 4i•. 5 �0� IN WITNESS WHEREOF WE H �J��i sdN�a !i' O'er.► � j .� \ } N- o �� ry N� /.Q •°1?'. `L,c ¢�{, ._� �« Z ~ 1 west '. o ' p�2 /5 3\�• ,o !P oej t�' N �. -,�. `=9j 4-.` sotu. ,,•n �, co' o,o of�sd � � � a vi \ o. 1-3 -- - - ,!•�j?qt� -- F;bS- - --.. .N 2, o 420 /Q N 55ylt9° ro h 3/4^/.O Go/%.ron pioe mo�.ted � �..-' by j�,r.!• Cedar s.�n,Fes. Pawn/s u a/ p are se os I IP4 no!rd aiba✓e exeeP� f"r p! W body. of /of/Z which ii. o 2' /O. /ron P;ce of fop eyo dnnt• N •- Jvnofer cox/+e/e _ \o, b�j\ monumrn! set. � P b _ i1J 59 T-A j)� j/j� (� 'tat � � r" •� M�. k A tA- GIC. A V I EIVV. rl� 17 EY'l 36 ASPHALT wAy ui 7- pHA 1-%r- E -ET P-EPLALEJ E7 Y t Srl tJ& C L.aIS WALL WAR - 2 WAL-L 3 CLYDp OrA WAS TO f,a LT- FIT' A CeL 43045 AS Pt IL v— E'-EejTL-r v cy �J,�OIST�R�G� S�1� l.E f V I i � `_ `'.. !`�, �Fes`. �-: �., (� � � „ , ► -.� �. 7— Ct 5 Pr6 17 P \ I •- - --:.caz:'ae.7ma .. _ .wrwm--r.e.•.s-.a-.r-r f 36 wAy lot s Ay W ALL hT, 53 pe- LESS _�'2�vro�SLY F APPROVED -- } MASON COUNTY DCD PLANNING ` �6t SITE PLAN REQUIRED TO BE ON SITE . SEW C'Gti/C.(�.�Tt :: �•� C=�XrSi. A s�riAt,.T 6 r CHANGES SUBJECT TO APPROVAL � P � (ZETAinh ntc, wA'Wl. V-a?L.A4 l ,�, r s aWALL ! By Date 10lto v w Coh. C . c. k / Z� ' I /I 2-�6.06 y 67 YE i TO 13 E Co rJ S-rr U L-TG—D I7r,,L; �rTY a ail: MASON COUNTY 5,jz vf Y cJ C A L-c t' _ 0