The URL can be used to link to this page

Home My WebLink AboutBLD2021-00338 RV Parking - BLD Application - 3/9/2021 MASON COUNTY COMMUNITY SERVICES Permit No I 36 PERINIT ASSISTANCE CENTER: • KtUtivr- BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 985M Phone Shelton.(36W)427--9670 ext.352•Fax:(360)427-7798 Phone MAR 0 9 2021 Belfsir.(360)275-4467•Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION 615 W. Alder Street OPERTY OWNER INFORMATION: J CONTRACTOR INFORMATION: NAME: KI Ckav-A t Laura C4I'lri NAME: 14 MAILING ADDRESS 2 ky,, MAILING ADDRESS: CITY: Un i un STATE:PO ZIP:Oq�7 CITY: STATE: ZIP: PHONE#1: toll2t PHONE: CELL: PHONE#2: Z- EMAIL: EMAIL: I, LBcI REG# EXP. PRIMARY CONTACT: o �g CONTRACTOR❑ OTHER❑ NAME EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL EARCEL INFORMATION• 2 PARCEL NUMBER(12 Digit Number)?2a 3!�- -3 1 'CO 19 0 ZONING LEGAL DESCRIPTION(Abbrevi FIRE DISTRICT SITE ADDRESS RRQ�O . ie I 1n CITY Un l o1 DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESX NO❑ SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVERICREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER)6VArkiiAA USE OF STRUCTURE(Rwidenc4 GaragA CommerciaiBldg,Etc.) IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(P n[V gfBldg)❑ NO❑ DESCRIBE WORK SOUARE FOOTAGE:(proposed) 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEAL SEWAGE/S SOURCE: SEPTIC❑ :ER❑ / NEW❑ EXISTING❑PL ING IN STRUCTURE? YES❑ N ❑ I yes,attach completed Water Adequacy Form P TER/FOUNDATION DRAINS PROPOSED? YES❑ EXISTING S .FT ISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.AcluxWedgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project The owner or legal representative,represents that the information provided Is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This pernitlapdication becomes null S 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 CO Uo ORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS I IC TIO OF 1 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08A2) > X4. 1 S' natur OWNER t InAd by the W R) Jate DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGSINOTES/CONDITIONS BUILDING DEPARTMENT J7L •Z PLANNING DEPARTMENT FIRE MARSHAL RECEIVED 615 W. Alder Street I/} 2/\2- I /'o 2✓� SCALE, 1 INCH = 60 FEET C�I I�LJ (�(� 0 15 30 60 PLANNING �-PROPOSED DRIVEWAY EXISTING DRIVEWAY E STATE ROUTE 106 APPROVED M/!9 N Co 4jMT1( MD PLANN!NIG SITE PLAN REQUIRE!)TO 8E ON si rE y yap CHIA%GES SUBdET TO APpRONA ExiS(tn�j p By 1� -3 5 F2. p s' r _ II4n.LS PROPOSED RV PAD EXISTING SINGLE 141X35' )K)K FAMILY RESIDENCE ROP❑SED 6 FT HIGH RETAINING/ WING WALLS. EXISTING GARAGE 24 FT LONG. )K)K SEE DETAILS, ALL UTILITIES SHALL BE LOCATED J40c, be-cj4A AND RE-ROUTED IF NECESSARY. �p ,LAN N 1N G. ALL SETBACKS ARE MEASURE D FROM THE FURTHEST PROJN OF THE BUILDI G ECTIO )K)K RV PAD SIZE SHALL BE PER OWNER REQUIREMENTS, NEW RETAINING WALL SHALL ENCOMPASS RV PAD S❑ THAT THE PROJECT/ OWNER PAD AND WALL ARE ADJACENT, RETAINING WALL AND WING ETHRIDGE CONCRETE WALLS EXTENTS SHALL BE DETERMINED BY CONTRACTOR OR RETAINING WALL DESIGN SURVEYOR BASED ON PAD EXTENTS AND TOPOGRAPHY S❑ THAT ALL EARTH CUTS ARE RETAINED. 8980 E. STATE ROUTE 106 PARCEL 32235-31-00190 MASON COUNTY, WASHINGTON ENGINEERi CLYIJ- ENVIROTECH ENGINEERING f S PO BOX 984 BELFAIR, WASHINGTON 98528 PHONE, (360) 275-9374 1 ,rNZ, �-..k r•. - i r DRAWN BYi DATE, .�- MCS 7/6/19 -- DESIGNED BYi DATES Michael Staten, P.E. 7/6/19 43045. - r�l.,s��(�!�'t�F�%��4�' SHEET At 7161,9 SHEET 1 OF 2 RECEIVEn -{ 8 IN r 114 REINFORCEMENT STEEL MAR 0 9 2021 HORIZONTAL 2 12 IN O.C. (TYP) 615 W. Alder Street M4 REINFORCEMENT STEEL VERTICAL 2 12 IN O.C. (TYP) PORTLAND CEMENT CONCRETE LANNING AND FOOTING, 3000 psi MIN: a 6 FT MAXI 2 FT MIN POORLY GRADED CLEAN GRAVEL (GP) 3/4' TO 1 1/2' CLEAN DRAIN ROCK TO WITHIN 2 FT FROM WALL BOTTOM ' 4' DIA. PERFORATED a . DRAIN PIPE FILTER FABRIC WRAPPED AROUND DRAIN ROCK 4'4 .d - • 4� • J . 12 11N d.' L •'d. B IN 8 IN (4> k4 REINFORCEMENT STEEL 4 FT MIN (TEMPERATURE) 12' O,C. MAX. M4 REINFORCEMENT STEEL x■ WALL HEIGHTS OF 4 FT (FLEXURAL) a 12 IN D.C. OR LESS MAY FOLLOW UNDISTURBED, FIRM SUBGRADE OR AGENCY PRESCRIPTIVE COMPACTED ENGINEERED FILL REQUIREMENTS RETURN(WING)WALL-DETAIL 3 FOUNDATION DEPTH I I I I I I I I I I I I I I I I I I I I I I I I I I WALL I I I i I I I I 1 -I - 4- -1- -1 - 4- -1- -4 I —I- 4 - F —I- F - I— - BENT 'L' BARS PROJECT/ OWNERt FETING Tw VERTICAL REBAR TO TIE ETHRIDGE CONCRETE 20' MIN --� INTO LOWER FOOTING RETAINING WALL DESIGN STEPPED FOUNDATION-DETAIL 8980 E. STATE ROUTE 106 PARCEL 32235-31-00190 MASON COUNTY, WASHINGTON CLYDI,S ENGINEER- NOTES `GYN \\'AS// ,r1J� POVB0�TECH 984 ENGINEERING c 1 BELFAIR, WASHINGTON 98528 1, SEE ORIGINAL DESIGN BY ENVIROTECH FOR ALL a" PHONES (360) 275-9374 REQUIREMENTS TO BE FOLLOWED EXCEPT AS PROVIDED HEREIN. DRAWN BY, DATE, 2, THIS WALL DETAIL ARE FOR THE RETURNS ONLY, AND MAY STEP (WALL OR FOOTING) AS NEEDED ' MCS 8/26/20 UNTIL DAYLIGHT IS REACHED. 43045-� ` DESIGNED BY, DATE, 3. CONTRACTOR/ OWNER SHALL VERIFY WALL , (�fSTI�`\� �~ Michael Staten, P,E. 6/26/20 HEIGHTS, LENGTHS AND LOCATION PRIOR TO 1'�,S/UV.1L F �� 81261-10 BEGINNING WORK. A SURVEYOR MUST BE PROCURED IF NEEDED. ADDENDUM SCALE, 1 INCH = 60 FEET 0 15 30 60 �PR❑P❑SED DRIVEWAY EXISTING DRIVEWAY E STATE ROUTE 106 PROPOSED RV PAD EXISTING SINGLE 14'X35' YAYA FAMILY RESIDENCE PROPOSED 6 FT HIGH RETAINING/ WING WALLS, EXISTING GARAGE 24 FT LONG. )Kx SEE DETAILS, ALL UTILITIES SHALL BE LOCATED -A AND RE-ROUTED IF NECESSARY. ww RV PAD SIZE SHALL BE PER OWNER REQUIREMENTS, NEW RETAINING WALL SHALL ENCOMPASS RV PAD S❑ THAT THE PROJECT/ OWNER, PAD AND WALL ARE ADJACENT. RETAINING WALL AND WING ETHRIDGE CONCRETE WALLS EXTENTS SHALL BE DETERMINED BY CONTRACTOR OR RETAINING WALL DESIGN SURVEYOR BASED ON PAD EXTENTS AND TOPOGRAPHY SO THAT ALL EARTH CUTS ARE RETAINED, 8980 E. STATE ROUTE 106 PARCEL 32235-31-00190 MASON COUNTY, WASHINGTON ENGINEER, C LYDE ENVIROTECH ENGINEERING PO BOX 9 84 BELFAIR WASHINGTON 98528 ��,� O�%V'�S ,:y. �T� PHOW, (360) 275-9374 0 DRAWN BY, DATE, MCS 7/6/19 DESIGNED BY, DATE, Michael Staten, P.E. 7/6/19 SHEET 716119 SHEET 1 OF 2 —{8 IN E--2 FT MIN--{, #4 REINFORCEMENT STEEL r.'' •:' :i. t:^ i • i Y�';v' ' HORIZONTAL 2 12 IN O.0 :z: `' - •'z' ,''= � ',�:.is :?• .•�. #4 REINFORCEMENT STEEL •Y. i J::. CA 12 IN O.C. -, •Y, '.,.VERTICAL 2 •'$it. 'SAND•'Olf•,�• (TYP) "$1� Yr GR�iVEL BACKFILL: `°: i PORTLAND CEMENT CONCRETE . ' => ' `• = " AND FOOTING, 2500 psi MIN ';'�'O�IRl1•' RAIDED C1 EAW--450A:VM. GP) ' 4' TO 1 1/2' CLEAT, ORAJ : K ,K S7 6 FT MAX - .`:'"�'';•.''a ;.`-.;t::: .: : ;°.`:.=,. NATIVE AiI.R,IP� '• ' ;' : - UNDISTURBED ;,;; .FILTCR F`ABR(C'.,1- APPE1} SOIL 47 '<, •�.r.,'• '•-, '• ,,-,.' �'w LIMITS OF �—EXCAVATION aid 12 IN L .,• 4• , REINFO CEMENT 12 IN IN FLEXURAL)@ 12 INSO.C.L 5 FT MIN PROPOSED RV PARKING (6) #4 REINFORCEMENT STEEL SURFACE (TEMPERATURE) 12' O•C. MAX. CONCRETE WALL-DETAIL U CONDISTURBED, FIRM SUBGRADE OR MPACTED ENGINEERED FILL PER GEOTECHNICAL REPORT NOTES, 1. RETAINING WALLS CALCULATED USING AT-REST EARTH PRESSURES. 2. RETAINING WALL DETAILS ARE PROVIDED FOR WALL HEIGHTS LIMITED TO 7.0 FEET FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL. RETAINING WALLS WITH A HEIGHT LESS THAN 4.0 FEET, SHOULD FOLLOW PROJECT/ OWNER AGENCY PRESCRIPTIVE REQUIREMENTS. ETHRIDGE CONCRETE 3. LEVEL EARTH RETENTION (BACKFILL) IS REQUIRED FOR 2 RETAINING WALL DESIGN FEET, THEN BACKSLOPE MAY BE UP TO 30%. 4. ALL FOOTING SUBGRADES SHALL BE ON COMPETENT UNDISTURBED SOIL, OR RE-COMPACTED TO AT LEAST 95% 8980 E. STATE ROUTE 106 OF MAXIMUM DENSITY PER ASTM D1557. PARCEL 32235-31-00190 5. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY MASON COUNTY, WASHINGTON COMPRESSIVE STRENGTH OF 2500 psi. 6. CONCRETE SHALL BE PLACED USING MECHANICAL ENGINEERi VIBRATION. ENVIROTECH ENGINEERING 7. REINFORCEMENT STEEL YIELD STRENGTH SHALL BE 60 ksl. CL1'1J. PO BOX 8. CONCRETE COVER FOR STEEL MUST BE A MINIMUM OF 1.5 `p.�� sj BELFAIR�WASHINGTON 98528 INCHES FOR WALLS, AND 3 INCHES FOR FOOTINGS. 3 L� aF WAS/J.. Y� PHONES C360) 275-9374 INCHES IS RECOMMENDED FOR ALL. �v yn 9. BRACES AND TIE-DOWNS SHOULD HAVE A CORROSIVE S' a RESISTENT COATING. ,`' 4 DRAWN BY, DATES 10, FILTER FABRIC SHALL BE FILTER MATERIAL THAT HAS MCS 7/6/19 BEEN SPECIFICALLY DESIGNED TO IMPEDE THE ENTRANCE DESIGNED BY, DATE, OF FINE PARTICLES. Michael Staten, P,E. 7/6/19 11. ALL WORK SHALL BE IN ACCORDANCE WITH PROPRIATE IBC, f STATE AND LOCAL CODES. �t l��.43045.0 SHEET 12. OWNER SHALL VERIFY LENGTHS/ EXTENTS NEEDED FOR rv- RV PARKING. RETAINING WALL LENGTHS ARE NOT A �.�� /�6��y LIMITING FACTOR OF THIS DESIGN. SHEET 2 OF 2