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Home My WebLink AboutBLD2023-01489 Retaining Wall - BLD Application - 12/11/2023 MASON COUNTY UI yg COMMUNITY DEVELOPMENT M Permit Assistance Center,Building,Planning DEC 11 2023 BUILDING PERMIT APPLICATtgNW. Alder Streets Ll I=- D I N PROPERTY OWNER INFORMATION• CONTRACTOR INFORMATION• NAME.Wayne Brock NAME:Johnson Painting and Construction MAILING ADDRESS:1as3t wVa Montoya MA L G ADDRESS:2648 W Matlock Brady Rd CITY:Sun City west STATE:Az ZIP:85375 CITY:Sma ZIP:98541PHONE#I:Zss za7-ssla PHONE: CELL: 3-7so-1137 PHONE#2:Zorres0-7691 $MATT,:rickj.jpc@gmail.00m EMAIL:wayneabrock2022fgmatl.com L&I REG#JOHNSPCSOBNR EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME w,—Bma TA MAILING ADDRESS 14631 W via Montoya EMAIL w city West STATE rod2022�gm CITY Sun City wTE AZ ZIP a5375 PHONE CELL 253-247-9514 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 32021-53-02037 ZONING LEGAL DESCRIPTION(Abbreviated) SHORECREST ADD REPLAT BLK 2 LOT:37 FIRE DISTRICT SITE ADDRESS 201 East Midway Lane CITY Shelton DIRECTIONS TO SITE ADDRESS HWY 3 N to E Agate Road(right turn),S to East Crestview Dr(right turn),W to E Parkway Blvd.(left tum),S to E Shorecrest Dr(right turn),N to Fast Midway Lane(Slight left turn),proceed to 201 East Midway Lane IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E) SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER E] LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW 0 ADDITION❑ ALT TT N[—I ,REPAID El OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commerdal Bldg,Etc E' N IS USE: PRIMARY I] SEASONAL UMBER OF B DROOMS NUMB BATHROOMS _ HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Tarr[s]ofBW[I NO❑ DESCRIBE WORK New construction SQUARE FOOTAGE: (proposed) X 1 ST FLOOR_ sq.ft 2ND FLOOR rJa sq.ft. 3RD FLOOR n1a sq.ft BASEMENT n/a sq.ft DECK rda sq.ft. COVERED DECK rda sq.ft. STORAGE rHa sq.ft. OTHER n/a sq.ft GARAGE da sq.ft Attached I] Detached❑ CARPORT n/a sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MBE"/a MODEL Na YEAR LENGTH WID BEDROOM BATHS NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC SEWER❑ / NEW 0 EXISTING❑ PLUMBING IN STRUCTURE? YES 0 NO❑ If yes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS 1 TOTAL BEDROOMS 1 OWNER acknowledges that 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 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#kit 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 permit/application becomes null&void it 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT J Vv PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 8— Lm MASON COUNTY RR Permit No: COMMUNITY DEVELOPMENT C E I V E D k Permit Assistance Center,Building,Planning 11 BUILDING PERMIT APPLICATIONC 2023 PROPERTY OWNER INFORMATION• CONTRA I!,euf LL. NING NAME:Wayne Broil` NAME:Johnson Painting and Constriction MAILING ADDRESS:1a531 W Via Montoya 1 MAILING ADDRESS:2848 W Matlock Brady Rd PHONE#I: CITY:sun :253�-2a�-esu ST ATE: ZIP:ss3>s CITY:FJma STATE:WA ZIP:nasal -2 PHONE#2:2os- &-769l PHONE: CELL: 360-790-1137 EMAIL.:wayneabrock2022@gmall.com EMAIL:dd0poogmall.mm L&I REG#JOHNSPC808NR E)(P [ / PRIMARY CONTACT: OWNER 0 CONTRACTOR❑ OTHER❑ NAME Wayne Brock EMAIL waynaabro�narl.com MAILING ADDRESS 14631 W via Montoya CITY Sun city Want STATE AZ Zlp 115375 PHONE CELL 2a3-2a-esla PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 32021-53-02037 ZONING LEGAL DESCRIPTION(Abbreviated) SHORECREST ADD REPLAT BLK-2 LOT:37 FIRE DISTRICT SITE ADDRESS 201 East Midway Lane -CITY Shelton DIRECTIONS TO SITE ADDRESS HWY 3 N to E Agate Road(right turn),S to East Crestview Dr(right tuM),W to E Parkway Blvd.(Ieft tum),S to E Shofecrest Dr(right turn),N to Fast Midway Lane(Slight left turn),proceed to 201 East Midway Lane IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO[] SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall thwopply): SALTWATER I] LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF[ STREAM❑ TYPE OF WORK: NEW 17 ADDITION❑ A0FB Tl N❑ ,REPA14❑ OTHER ❑ USE OF STRUCTURE(Residence,Gamgr,Commercial Bldg Fsc� IS USE: PRIMARY❑ SEASONAL E) NUMBEROOMS NUMB BATHROOMS _ HEATED STRUCTURE? YES(Whole Bldg)Q YES(Tar[s]ofBldg)❑ NO❑ DESCRIBE WORK New a—tuotion SOUARE FOOTAGE:(pmpased) X I ST FLOOR_ sq.ft 2ND FLOOR Na sq.ft. 3RD FLOOR n/a sq.ft BASEMENT n/a s9•fL DECK n/a sq.R COVERED DECK rya sq.ft STORAGE r a sq.ft OTHER rya ft. sq. GARAGE Na sq.ft Attached❑ Detached❑ CARPORT rya sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAC nla MODEL^/a YEAR LENGTH WID BEDROO BATHS NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC +❑ SEWER❑ / NEW '0 EXISTING❑ PLUMBING IN STRUCTURE? YES 0 NO❑ Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑� NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS 1 TOTAL BEDROOMS 1 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Ackn edgemerlt 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 Pernit/applk2ti0n 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X Signature of OWNER(Must be signed by the OWNERI Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT 2 FIRE MARSHAL PUBLIC HEALTH N PRIMARY SEPTIC DRAiNFIELD AREA 4'ROCK WALL\ 95.00 rn yc z PROPOSED STRUCTURE 17 FF:55.00 AREA:816 � 1 58 z o� RE EIVED rPROPOSED DEC 1 12023 I DECK W RESERVE SE C 615 W. Ider Street IDRAINFIELD EA T� �r PROJECT/OWNER/LOCATION: J� PROPOSED BROCK SFR GRAVEL DRIVEWAY WAYNE&GERRITDINE BROCK 201 E MIDWAY LANE PARCEL 3202I-53-02037 MASON COUNTY WASHINGTON ENGINEER: SCALE: 1 =20' ENVIROTECH ENGINEERING PO BOX 984 0 5 10 20 B 5-93 4 ELL ASMNGTON 98528 SITF,PLAN �wv%rotecl� �wg�weer�ln,g eCeNeD �eoteakvx.i,Cat o 6wVLrowvwe� R.tal C DYQCKaoe C oadwad R SEC 1 � 2023 5 W. Alder Street November 4,2023 6� Wayne Brock 14631 W Via MontoyaPJpA%J%G Sun City,Arizona 85375 Reference: Rock Retaining Wall Calculation Report 201 E Midway Lane in Shelton,Washington. To Whom It May Concern, Envirotech Engineering(Envirotech)has completed this retaining wall analysis and design for the project on the referenced property.The rock retaining wall has a maximum height of 4 feet above existing grade, and extends about 80 feet in length. The wall design accounts for proximity of the proposed home, and influences from the driveway. We conclude that the designed retaining wall is satisfactory. The factors of safety for stability exceed 1.5 for both sliding and overturning per the calculations below. Wall and Soil Paramters saturated unit weight of soil (pcf) 136 angle of internal friction (phi) 36 adhesion, ca(Ib/ft^2) 0 Rock depth, D (in) 0 height of wall, H (ft) 4 average size of rock(in) 32 minimum weight of rock(lb) 800 coefficient of friction between rocks 0.6 dead loads on wall (lb/ft) 0 live loads on wall (lb/ft) 0 surcharges(psf) 50 distance from top of wall to surcharge(ft) 0 Wall Pressures earth pressure coefficient, k 0.26 earthquake pressure coefficient, kh 0.19 Po gox 924 getfa[r, Washtwgtow9252s Off. 360-27593,-4 CeLL 360-629-6045 ewv%rotech@geotechwi�atiw fo.cow�. angle of external friction,delta 24.00 deg Active Rankine Zone(ARZ) angle 63 deg 90-ARZ 27 deg Lateral pressure from soil 136 Ib/ft Lateral pressure from water 444 Ib/ft Lateral pressure from earthquakes 71 Ib/ft Lateral pressure from surcharges 52 Ib/ft Resultant earth pressure 702 Ib/ft Resultant horizontal earth pressure 642 Ib/ft Resultant vertical earth pressure 286 Ib/ft Resultant location from base of single rock 0.99 ft Sliding weight of rocks on top of design rock,W 400 lb Resistance against sliding, Rsl 945.0 lb Factor of Safety,F.S. 1.5 Overturning Resistance against overturning, Rov 1,828.1 Factor of Safety,F.S. 2.9 Envirotech appreciates the opportunity to be of assistance on this project.We anticipate that this retaining wall analysis/conclusions will meet your expectations. Please contact Michael Staten at 360-275-9374 if you have any questions or require additional information. Sincerely, Envirotech Engineering _ 2 � 43035 , r 11/4/23 Michael Staten,P.E. Project Director Page 2 of 2 3 OR 4 MAN 2 FT MIN QUARRY ROCK (TYP), USE TOP OF LEVEL GRADE LARGER ROCK _ - - AT BASE -II = I I 1 COMPACTED 8 S❑ILS 4' MAX FILTER FABRIC _ ;-,; 7 4' - 8' QUARRY SPALL OR APPROVED BY ENGINEER ALLOWABLE HOUSE SETBACK ROCK FOUNDED ON UNDISTURBED, COMPETENT S❑IL 3' FOR A 12' F❑UNDATI❑N DEPTH 2' FOR A 24' F❑UNDATI❑N DEPTH ROCK RETAINING WALL-DETAIL NOT TO SCALE NOTES, 1. LARGER ROCKS SHALL BE USED ON THE BOTTOM OF WALL, ALL ROCKS SHALL BE CAREFULLY SELECTED IN ORDER TO ACHIEVE MINIMAL GAPS AND MAXIMUM INTERLOCKING CAPABILITIES OF THE ROCK WALL SYSTEM. 2, RETAINING WALLS ARE LIMITED TO APPROXIMATELY 4,0 FEET FROM THE FRONT GRADE TO THE TOP OF WALL, 3. BACKSLOPE OF UPPER WALL SHALL BE NO STEEPER THAN 37. 4, FOUNDATIONS BENEATH ALL BASE ROCKS OF THE RETAINING WALL SHALL BE a' MINUS MATERIAL COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER ASTM D1557, UNDERLYING SUBGRADES SHALL BE PREPARED BY COMPACTING SOIL FOR THREE PASSES WITH A 90 POUND 'JUMPING JACK' 5, BACKFILL SHOULD BE PLACED AS TO NOT DISLODGE OR DISPLACE ROCKS, 6, BATTER OF WALL SHALL BE NO STEEPER THAN 118 (H❑RIZ❑NTALlVERTICAL). 7. FILTER FABRIC SHALL BE MIRAFI 140 NSL OR EQUAL, FILTER MATERIAL THAT HAS BEEN SPECIFICALLY DESIGNED TO IMPEDE THE ENTRANCE OF FINE PARTICLES MAY BE SUBSTITUTED FOR THE FILTER FABRIC, 8, ALL CUTS, FILLS, AND RETAINING WALL COMPONENTS SHALL ADHERE TO CUSTOMARY AND GOVERNMENT REGULATED SETBACKS FROM PROPERTY LINES, 9, RETAINING WALL LENGTHS, TAPERS, AND REQUIRED HEIGHTS TO FIT PROPERTY MUST BE VERIFIED BY THE CONTRACTOR. 10. ALL WORK SHALL COMPLY WITH APPROPRIATE IBC, STATE AND LOCAL CODES, 11, OWNER SHALL INSPECT FREQUENTLY, AND MAINTAIN ALL ROCK WALLS, BACKFILL, AND DRAINAGE COMPONENTS, AS NECESSARY. PROJECT/ OWNER/ LOCATION, EL CLYDF S BROCK RETAINING WALL DESIGN WAYNE BROCK 201 E MIDWAY LANE, SHELTON PARCEL 32021-53-02037 MASON COUNTY WASHINGTON ENGINEER- .r ENVIROTECH ENGINEERING 045 PO BOX 984 \� BELFAIR, WASHINGTON 98528 .s's/ONALF�C ff/f/13 360-275-9374 WALL DETAILS 1 SDu iff 51 M/4WI9Y ,Cqy€ SEreA-i�' � �°orrcrete hPlaiher y' 7 t Lcr�?-PJy 5 SIE'2'f'l k