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HomeMy WebLinkAboutBLD2016-00111 Demo - BLD Permit / Conditions - 4/1/2016 Inspection Line (360)427-7262 PSON co� MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2016-00111 OWNER: JOHN CABLE RECEIVED: 2/18/2016 CONTRACTOR: RAY PARSONS CONSTRUCTION 426-4613 LICENSE: RAYPAPC922D7 EXP: 3/27/2018 ISSUED: 4/1/2016 SITEADDRESS: 12473 NE NORTH SHORE RD BELFAIR EXPIRES: 10/1/2016 PARCEL NUMBER: 322352190060 LEGAL DESCRIPTION: TR 6 OF GOVT LOT 6 &TAX 872-EX TR B OF SP#1126 SEE SURVEY 8/156 PROJECT DESCRIPTION: DIRECTIONS TO SITE: DEMO EXISTING SFR AND REPLACE WITH NEW 2 STORY SFR WITH FOLLOW NORTH SHORE RD TO MILE MARKER 12 FROM BELFAIR- HOME FULL BASEMENT AND 582 SQ FT ATTIC/STORAGE SPACE IS ON LEFT, MARKED WITH A RED NUMBER MARKER General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB w/U Type of Use: SF Insp. Area: No. of Bathrooms: 4 Occ. Group: R-3 Lot Size: Deck: 950 Type of Work: NEW Fire Dist.: 2 No. of Stories: 3 Occ. Load: Building:3,504 Garage-Attached 573 Valuation: $ 486,510.39 Building Height: Occ. Status: Seasonal Basement:961 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: N 84.0 Ft. Shoreline: 35.0 Ft. Water Body: HOOD CANAL Rear: S 35.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 80.0 Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: W 20.0 Ft. I omp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 4 Furnace<100K 1 Plan Check Fee JBN 2/18/2016 $2,054.62 S2201600000001 Lavatories 7 Ventilation Fan 6 Planning Review Fee JBN 2/18/2016 $205.00 S2201600000001 Bath Tubs 2 Propane Tank 1 EH Minor Plan Review JBN 2/18/2016 $ 100.00 S2201600000001 Showers 2 Gas Outlets 4 Building State Fee JTL 3/17/2016 $4.50 S1201600000001 Water Heaters 1 Exhaust Hood 1 Building Permit Fee JTL 3/17/2016 $3,160.95 S1201600000001 Clothes Washer 1 Dryer Vent 1 Mechanical Permit Fee JTL 3/17/2016 $246.70 S1201600000001 Kitchen Sink 1 Propane Stove 1 Mechanical Base Fee JTL 3/17/2016 $28.50 S1201600000001 Dishwasher 1 Plumbing Permit Fee JTL 3/17/2016 $ 171.50 S1201600000001 Hosebibs 3 Plumbing Base Fee JTL 3/17/2016 $24.70 S1201600000001 Total $5,996.47 BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 1 of 7 CASE NOTES FOR BLD2016-00111 CONDITIONS FOR BLD2016-00111 1) 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. Nn foundation drains within 30ft, down gradient of drainfield/reserve area. X K� 2) On-site septic system final installation approval required prior to temporary/final occupancy. SWG2016-00033 3) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-80Q�47 82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X PN 4) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Depa rior to any further inspections being performed or approvals granted. X n 5) Own9cuant is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal f a roved documents will result in failure of required building inspections. X IN 7) THE F�grION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 8) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Buildir,�,�peftment prior to any further inspections being performed or approvals granted. X JJ�� 11'''' BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 2 of 7 9) Approved per dimensions and setbacks on submitted site plan; 35 ft. setback from shoreline to south. Setbacks are measured from the furthest projection of the uctVne. X XS Ir 10) The proposed project must be consiste �wiitty ll applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program.X 11) All construction and demolition debris must be removed from the site area after project completion. Prope is�pos�al of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X , 12) Temporary erosion control measures must be implemented to prevent water quality degradation of adjaceM or properties. Silt fencing, straw, surface matting must be installed and maintained until upland vegetation has become established. X 13) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. `NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor i ckn�edging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X 14) Concrete le t"nd wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. X jV 15) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approve n"to ensure these structures are shown and meet the setback conditions listed. X 16) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures meet the setback conditions listed. XRs� 17) Retaining walls needed to support a surchy�rge,,ssuch as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X ((��.•��YY BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 3 of 7 18) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight (Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credits from R406.2 shall be completed as follows: 3A-High efficiency HVAC equipment(0.5 credits) 4-High efficiency HVAC distribution system (1.0 credits) IJ X ZS 19) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/WSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate" and are available in %<or sheets. The Mason Coun ty Permit Center will also have some available. X P 20) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. X 21) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 4 of 7 22) A separate inspection in addition to the inspections required in IBC, Section 110 shall be required in accordance with the 2012 IBC, Section 1707.11.2. The additional inspection is required when shear wall fastener spacing is required to be less than 4-inches. The shear wall schedule shown on sheet S4.1 detail 8 designate walls type 2W3 and 2W2 with fastener spacing less than 4-inches. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the engineer of record (EOR), or an authorized representative of the EOR. The special inspectors duties & responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 and also available for inspection. Min reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing inspections. X 23) Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or,,additions requiring a permit occur, or when one or more sleeping rooms are added or created. X 24) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit rev X Mp 25) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged be collected by the Building Department prior to any further inspections being performed or approvals granted. X Mr BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 5 of 7 26) Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.6. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure-sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.2.2 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit"or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. X �Je 27) Proposed structure(s) must maintain a minimum of a 5' setback from all property lines, easements and 25' from all County and State Road right of ways. Setbac wr_ easured from the furthest projection of the structure. X 28) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordina tgpegulation, must be reviewed and approved by Mason County prior to construction. X ���� 29) 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 Mason County Building inspector, e made prior to requesting additional inspections. X ((1V 30) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must meet t V-1 lation requirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. X BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 6 of 7 31) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall X t be used u it the final inspection has been performed and approved by a Mason County building inspector. 32) All property lines shall be clearly identified at the time of foundation inspection. X 33) 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 non-compliant with Mason�,'ountv ordinances and building regulations. X 0-26 P 34) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit (older P vented action from being taken. No more than one extension may be granted. 35) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, conne j`!A s 2p� flashing. Install metal connectors approved for contact with the new types of pressure treated material. X �tT 36) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAYS, X 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 contractor. 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 authorized agent 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 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 OF INSPECTION. INACTIVITY OF THIS PERMIT APPZN OF 1 DAYS WILL INVALIDATE THE APPLICATION. Z�_ / -_ L � Signature Date S OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2016-00111 Please refer to the following pages for conditions of this permit. Page 7 of 7 pN Cpt;, MASON COUNTY PERMIT NO. L.�20I DEPARTMENT OF COMMUNITY DEVELOPMENT D^ / f ' j BUILDING• PLANNING•FIRE MARSHAL C/16 WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III, 426 West Cedar Street (360)275-4467 Belfair ext. 352 PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 ��ElVED BUILDING BUILDING PERMIT APPLICATION FEB 18 2016 OWNER INFORMATION: CONTRACTOR INFORMATION: W. Alder %t NAME: John and Caitlin Cable NAME: Ray Parsons Construction MAILING ADDRESS: 947 Federal Ave E. MAILING ADDRESS: 1411 East Island Lake Drive CITY: Seattle STATE: WA ZIP: 98102 CITY: Shelton STATE: WA ZIP: 98584 PHONE: 425.765.0359 CELL: 425.765.0359 PHONE: CELL: 360.402.6881 EMAIL: jcabie@microsoft.com EMAIL: danielparsonsUD-gmail.com L&I REG# )TA 922P4 EXP. ©3/-�Y`/�M PARCEL INFO TION: 77�l� 9NKV 7Z OS�{t o PARCEL NUMBER(12 DIGIT NUMBER) 32235-21-90060 �; (Y��S� �N FIIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED):Track B of short plat subdiv. no 1126,recorded april 8, 1982 SITE ADDRESS 12473 NE North Shore Road CITY Belfair DIRECTIONS TO SITE ADDRESS The property is a 1.12 acre parcel located along the shoreline of Hood Canal and south of North Shore Road. IS PROPERTY WITHIN 200 FT: SALTWATER N LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO TYPE OF JOB: NEW ® ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) Single family residence with attached garage IS USE: PRIMARY❑ SEASONAL R NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 4 DESCRIBE WORK Remove ex SFR,detached garage&concrete pad;construct new 2 story SFR with daylight basement; also proposed is a new septic s tem to replace existing system. SQUARE FOOTAGE• 1 ST FLOOR 1,203.8 sq.ft. 2ND FLOOR 1,444.4 sq.ft. 3RD FLOOR sq.ft. BASEMENT 961.5 sq.ft. DECK 534.8 sq.ft. COVERED DECK 416.8 sq.ft.STORAGE 275.6 sq.ft. OTHER 582.0 sq.ft.(attic) GARAGE 573.1 sq.ft. ATTACHED® DETACHED❑ CARPORT sq.ft. ATTACHED❑ DETACHED❑ MANUF �D HOME INFORMATION: =4 COPIES OF THE FLOOR PLAN NA MODEL LEN �—�05TH MS BA SERIAL ER 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 contractor.1 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 authorized agent 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 permittapplication becomes null 8 void if work or authorized construction is not commenced within 180 days or if construction work is suspended fora period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.IN TY OF PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X 02.18.2016 SignaturLS of Applicant Date X Thomas Isarankura OWNER/REPRESENTATIVE/CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE I TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ZZ PLANNING DEPARTMENT FIRE MARSHAL 4P�pN T,. MASON COUNTY PERMIT NO. 01b- 1' I > , 1 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.3 ����� PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.3 EC BUILDING PLUMBING & MECHANICAL PERMIT APPLICATION FEB 18 2016 OWNER INFORMATION: CONTRACTOR INFORMATION: 615W. AiderStrW NAME: John and Caitlin Cable NAME: Ray Parsons Construction MAILING ADDRESS: 947 Federal Ave E MAILING ADDRESS:1411 East Island Lake Drive CITY: Seattle STATE: WA ZIP: 98102 CITY: Shelton STATE:WA ZIP:98584 PHONE: 425.765.0359 CELL: 425.765.0359 PHONE: CELL: 360.402.6881 EMAIL: jcable _microsoft.com EMAIL : daniel arsons6 mail.com L&I REG# EXP.03/2-71�� PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): 32235-21-90060 LEGAL DESCRIPTION(ABBRE VIA TED): Track B of short plat subdiv. no 1126, recorded april 8, 1982 SITE ADDRESS: 12473 NE North Shore Road CITY: Belfair DIRECTIONS TO SITE ADDRESS: The property is a 1.12 acre parcel located along the shoreline of Hood Canal and south of North Shore Road TYPE OF JOB NEW X ADD ALT REPAIR OTHER USE OF BUILDING Single Family Residence LOCATION OF FIXTURES/UNITS— I ST FLOOR X 2ND FLOOR X BASEMENT X GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:ElectricLPG X Natural Gas Heat Pump_ Toilets 4 Type of Unit No.of Units Fees Bathroom Sink 7 Furnace 1 Bath Tubs 2 Heatpump 0 Showers 2 Spot Vent Fan 6 Water Heater 1 Propane Tank 1 Clothes Washer 1 Gas Outlets 4 Kitchen Sinks 1 Wood/Gas/Pellet Stove 1 Dishwasher 1 Kitchen Exhaust Hood 1 Hosebibs 3 Dryer Vent 1 Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 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 contractor. 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 authorized agent 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 permittapplication 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 OF INSPECTION.INACTIVITY OF THIS PERMIT�CATION O 80 DAYS WILL INVALIDATE THE APPLICATION. X 02.18.2016 Signature of Applicant Date i X Thomas Isarankura Owner Hers Re resentative Contractor Print Name (indicate which one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL BUILDING r Name John and Caitlin Cable Parcel# 32235-21-90060 BLD# aka"The Hideout" Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = 3,056 sf X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = 3,342 sf X = Length of drive begins at the right of way X = —Parking Areas X = 0 sf X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = 1,607 sf X = Any paved, gravel or packed area per definition above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 8,005 sf If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stortnwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described propprty,for revX w and inspection as may be required. X Owner Agent/ ontractor(circle one)Date: 02.18.2016 If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page l of RECEIVED 615 W. Alder Street 1 Name John and Caitlin Cable Parccl# 32235-21-90060 _ BLD# aka"The Hideout" Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet(page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: htto//www.co:mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A)At The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B)At An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St,Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X ^ Owner�Contractor(circle one)Date: 02.18.2016 Page 2 of 2 ' BUILDING RECEIVED Fig 18 2416 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/Ventilation Code Compliance Application 61J vv. AkW smit with heating/cooling system size worksheet (see instructions #4) Owner: John and Cait Cable Parcel#:32235-21-90060 Type of project: Single Family Res Total Sq. Ft. 1S Floor: 2" floor: Heated Basement: 1 1 203.8 sf 1 444.4 sf of heated area:. 91.7 sf 961.5 sf 4 Heating System Type: O Electric wall heater O Electric Central Furnace 0 LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler,specify fuel type: O Other: Specify: µ Prescriptive Option Table R402.1.1 Compliance Method µ Component Performance, R402.1.3— Calculation worksheets required Check one:: µ Other (Specify): Check one �,, Whole House Ventilation system µ Whole House Ventilation µ Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents(M1507.3.4) System (M1507.3.5) _ / Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements,"all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: http://www.co.mason.wa.us/forms/Community Dev/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq.ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. —0.5 points b) Medium dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. —2.5 points. Describe Energy Credit Option(s): CREDITS FROM TABLE 406.2 TO BE USED ARE OPTIONS 3a (0.5 CREDIT)& Using Option number(s): OPTION 4(1.0 CREDIT) FOR A TOTAL OF 1.5 CREDITS NECESSARY. HEATING SYSTEM TO BE HIGH EFFICIENCY HVAC EQUIPMENT WITH A MINIMUM OF AFUE OF 95% THROUGHOUT THE HOUSE WITH ALL HEATING AND COOLING COMPONENTS INSTALLED INSIDE CONDITIONED SPACE FENESTRATION SCHEDULE USE FOR ENERGY CREDIT, a)SMALL DWELLING OPTION &COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (If needed, attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. Manufacturer Location U-Factor Size Quantity Total rou h opening) Square Feet SEE ATTACHED GLAZING SCHEDULE Total Fenestration: windows, skylights and door area WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS(DEBITS) OPTION DESCRIPTION CREDIT(S) la EFFICIENT BUILDING ENVELOPE Ia: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. 1b EFFICIENT BUILDING ENVELOPE Ib: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. Ic EFFICIENT BUILDING ENVELOPE Ic: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.12: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfm),not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation stem. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation systern. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M 1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall —�} show the heat recovery ventilation system. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: / 0.5 Gas,propane or oil-fired furnace with minimum AFUE of 95% /f To qualify to claim this credit,the building permit drawings shall specify the option v being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum e ui went efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric heating,a ductless beat pump system shall be installed and provide heating to at least one zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEW 1.0 All heating and cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. i 5a EFFICIENT WATER HEATING 5a: 0.5 Water beating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of 0.93. and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showerheads, kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the requirements of Option 3c. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits.Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PV WATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this option. Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following standards: Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. b. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in accordance with ASME Al12.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B125.1. 3. Residential showerbeads: Maximum flow rate-6.6 Umin(1.75 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B 125.1. Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information CABLE RESIDENCE aka"The Hideout' THOMAS 1SARANKURA(OWNERS AGENT) 12473 NE NORTH SHORE ROAD 1541 MAGNOLIA BLVD WEST BELFAIR,WA 98528 SEATTLE,WA 98199 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked a7chn en by the permit applicant. Authorized Representative - Date AR Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 44 0.026 Wood Frame Wall,,k,l 21 int 0.056 Mass Wall R-Value' 21/21 h 0.056 Floor 301 0.029 Below Grade Wall°,k 10/15/21 int+TB 0.042 Slab'R-Value&Depth 10,2 ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑ 1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 0 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑ 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 ❑ 1 b Efficient Building Envelope 1 b 1.0 ❑ 1 c Efficient Building Envelope 1 c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 Q 0.5 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 p 1.0 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 lRenewable Electric Energy 0.5 '1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http-./Jwww.energy.wsu.edu/Documents/Table 406 2 EnergV Credits 2012 WSEC.pdf Table R402.1.1 Footnotes For SI: 1 foot .=304.8 mm,ci .=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specked by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information CABLE RESIDENCE(aka"The Hideout") ITHOMAS ISARANKURA(OWNERS AGENT) 12473 NE NORTH SHORE ROAD 1541 MAGNOLIA BVLD WEST BELFAIR,-WA 98528 SEATTLE,WA 98199 Heating System Type: ®All der systems OHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Design Temperature Difference(AT) 47 Shelton .{ AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 4.192 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 37,725 Glazing and Doors U-Factor X Area = UA 0.30 2,076 622.80 Skylights U-Factor X Area = UA 0.50 — Insulation Attic U-Factor X Area = UA Select R-Value . No selection Single Rafter or Joist Vaulted Ceilings— U-Factor Area UA R-3s vented 0.027 1,444 38.99 Above Grade Walls(see Figure 1) � � U-Factor Area UA R-z1 intermediate . 0.056 3,5$4 200.70 Floors U-Factor Area UA .I R-30 . _ 0.029 658 19.08 Below Grade Walls(see Figure 1) U-Factor Area UA R-zllntedor 0.042 559 23.48 Slab Below Grade(see Figure 1) F-Factor Length UA R-5 Thermal Break at stab edge . 0.570 75 42.75 Slab on Grade(see Figure 1) F-Factor Length UA Instructions R_t0 wily Insulated . 0.360 149 53.64 Location of Ducts Duct Leakage Coefficient Conditioned Space .. 1.00 Sum of UA 1001.44 Envelope Heat Load 47,068 Btu I Hour Figure 1. SumofUAXGT Air Leakage Heat Load 19,149 Btu I Hour volumex 0.6XATX.018 Above Grade Building Design Heat Load 66,217 Btu I Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 66,217 Btu I Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 92,704 Btu I Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Dud Heat Loss X 1.25 for Heat Pump (07101/13) THE HIDEOUT-HOOD CANAL RESIDENCE GLAZING SCHEDULE MARK MANUF CPD NO 1 MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-344-03 MA 2 RVIN ULTIMATE ALUM CLAD WOOD MAR-N-344-03 3 MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-344-03 4 MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-344-03A 5 MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-343-T 5A MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-344-032 8 IMILGARD ESSENCE FIBERGLASS CLAD WOOD 7 MILGARD ESSENCE FIBERGLASS CLAD WOOD 8 MILGARD ESSENCE FIBERGLASS CLAD WOOD 9 MILGARD ESSENCE FIBERGLASS CLAD WOOD 10 MILGARD ESSENCE FIBERGLASS CLAD WOOD 11 MILGARD ESSENCE FIBERGLASS CLAD WOOD 12 MILGARD ESSENCE FIBERGLASS CLAD WOOD 13 MILGARD ESSENCE FIBERGLASS CLAD WOOD 14 MILGARD ESSENCE FIBERGLASS CLAD WOOD 15 MILGARD ESSENCE FIBERGLASS CLAD WOOD 16 MILGARD ESSENCE FIBERGLASS CLAD WOOD 17 MILGARD ESSENCE FIBERGLASS CLAD WOOD 18 MILGARD ESSENCE FIBERGLASS CLAD WOOD 18A MILGARD ESSENCE FIBERGLASS CLAD WOOD 19 MILGARD ESSENCE FIBERGLASS CLAD WOOD 20 MILGARD ESSENCE FIBERGLASS CLAD WOOD 21 MILGARD ESSENCE FIBERGLASS CLAD WOOD 22 MILGARD ESSENCE FIBERGLASS CLAD WOOD 23 MILGARD ESSENCE FIBERGLASS CLAD WOOD 24 MILGARD ESSENCE FIBERGLASS CLAD WOOD 25 MILGARD ESSENCE FIBERGLASS CLAD WOOD 26 MILGARD ESSENCE FIBERGLASS CLAD WOOD 26A MILGARD ESSENCE FIBERGLASS CLAD WOOD 26B MILGARD ESSENCE FIBERGLASS CLAD WOOD 27 MILGARD ESSENCE FIBERGLASS CLAD WOOD 27A MILGARD ESSENCE FIBERGLASS CLAD WOOD 278 MILGARD ESSENCE FIBERGLASS CLAD WOOD 28 MILGARD ESSENCE FIBERGLASS CLAD WOOD 29 MILGARD ESSENCE FIBERGLASS CLAD WOOD 30 MILGARD ESSENCE FIBERGLASS CLAD WOOD 30A MILGARD ESSENCE FIBERGLASS CLAD WOOD 30B MILGARD ESSENCE FIBERGLASS CLAD WOOD 31 MILGARD ESSENCE FIBERGLASS CLAD WOOD 31A MILGARD ESSENCE FIBERGLASS CLAD WOOD 31 B MILGARD ESSENCE FIBERGLASS CLAD WOOD 32 MILGARD ESSENCE FIBERGLASS CLAD WOOD NA Total windows: Average U-Value(windows onW: A FIBERGLASS CLAD SOLID WOOD DOOR NA B MILGARD ESSENCE FIBERGLASS CLAD WOOD C MILGARD ESSENCE FIBERGLASS CLAD WOOD D MILGARD ESSENCE FIBERGLASS CLAD WOOD E MILGARD ESSENCE FIBERGLASS CLAD WOOD F MILGARD ESSENCE FIBERGLASS CLAD WOOD G MILGARD ESSENCE FIBERGLASS CLAD WOOD H LA CANTINA ALUM CLAD WOOD LCD-M-20-0000 H.1 LA CANTINA ALUM CLAD WOOD LCD-M-20-0000 1 MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-371-02 J MARVIN ULTIMATE ALUM CLAD WOOD MAR-N-371-02 K FIBERGLASS CLAD SOLID WOOD DOOR NA K.1 MILGARD ESSENCE FIBERGLASS CLAD WOOD L MILGARD ESSENCE FIBERGLASS CLAD WOOD M MILGARD ESSENCE FIBERGLASS CLAD WOOD Total doors: Total Average U-Value(doors only): TOTAL AVERAGE DOORS AND WINDOWS: NOTES 1 SG-SAFETY GLASS 2 WINDOW SUPPLIER TO CONFIRM THAT THE FINAL PROPOSED GDq BUILDING RECEIVED FFR 6 2M 6 1= 6treet The Cable Residence 12473 NE North Shore Road Belfair, Washington, 98528 Drainage Narrative Prepared by: _ WR Consulting, Inc. V-1 _ 3611 45t' Ave W. Seattle, WA 98199 � Contact: John W. Rundall, P.E. 7 February 12, 2016 Project No. 15036 Section I - Narrative A) Construction Stormwater Pollution Prevention Elements The following lists the 12 key elements of the Construction Stormwater Pollution Prevention Plan and documents how they are implemented for this project. l. Mark Clearing Limits—limited due to small scale of project and existing site development. 2. Construction Access—using existing site roadways and driveway. Stabilized construction entrance as needed. 3. Control Flow Rates—stormwater runoff is direct discharge to Hood Canal. 4. Install Sediment Controls—TESC includes silt fences and straw wattles. 5. Stabilize Soils—gravel surfacing for driveway. Landscaping throughout site. 6. Protect Slopes—TESC measures during grading and stabilization. 7. Protect Drainage Inlets&Ditches—TESC shows inlet protection. 8. Stabilize Channels and Outlets—outlet to Hood Canal. 9. Control Pollutants—driveway runoff to bioretention cell. 10. Control De-Watering—not required due to shallow excavation and site conditions. 11.Maintain BMPs—BMPs will be maintained by the contractor. 12.Manage the Project—the owner will provide project management. B) Project Description The proposed improvements consist of the replacement of a residence at 12473 NE North Shore Rd. See aerial photo(Figure 1)below: tti Bremerton Biremerton X-4\ biiiwaup 12473 NE 5 rShore Rd 73 NE North hore '• 1 /pon 99 Pro' ct 0 O1 VS Figure 1 -Project Location Drainage Narrative•WR Consulting,Inc. •February 12,2016 Project Address: 12473 NE North Shore Road Belfair,Washington, 98528 Legal Description: TRACT B OF SHORT PLAT SUBDIVISION NO. 1126,RECORDED APRIL 8, 1982,UNDER AUDITOR'S FILE NO.402084,AND BEING A PORTION OF GOVERNMENT LOTS 5 AND 6,OF SECTION 35,TOWNSHIP 22 NORTH,RANGE 3 WEST,W.M.,IN MASON COUNTY, WASHINGTON. ALSO ALL TIDELANDS OF THE SECOND-CLASS FORMERLY OWNED BY THE STATE OF WASHINGTON,AS DEFINED BY CHAPTER 255 OF THE SESSION OF LAWS OF 1927, SITUATE IN FRONT OF,ADJACENT TO,OR ABUTTING UPON THE ABOVE DESCRIBED UPLAND. Area of New and Replaced Impervious Surfacing The following table summarizes the site area and the areas of the impervious surfacing for the project. Total Lot Area (Tract B): 1.0+/- acre New Pollution Generating Impervious Surface (Dwy) Gravel Driveway 3,342 3,342 sf New Non-Pollution Generating Impervious Surface(Walks and Roof) Plaza at Entry(outside roof line) 81 Residence Roof 3,056 Paths SW of house 1,100 Outdoor Shower 36 Plaza SE of house 311 Walk NE of house 79 4,663 sf Total Replaced Impervious(Ai) 8,005 sf Q Existing Site Conditions The site is located on Hood Canal on the south side of North Shore Road. The parcel generally slopes southward to the water. There is an existing residence on the parcel and a site where a mobile home was located prior to burning in 2014. There is a bulkhead along the southern margin of the site to stabilize the low bank at the water's edge. A boat launch rail is located in the middle of the property. Drainage Narrative 9 WR Consulting,Inc. 0 February 12,2016 Much of site is forested with clearings for the existing structures and driveway. As a result of the vegetative cover,there is little site drainage. There are no drainage courses,ponds or other surface water features on the site;there are no indications of any on-going erosion. The following aerial image shows the general conditions on the site. The image was photographed on May 5, 2013. r - JN 5 is i ? 1. Figure 1 -Project Condition D) Adjacent Areas The site improvements will impact only a portion of the property and the new structure will be located at the same location as the existing house. The work will not impact any streams,lakes, wetlands, adjacent residential areas or roads. E) Resource Ordinance Standards The site is zoned Rural Residential 5 Zone which establishes the standard building setbacks. These are indicated on the architectural site plans. The County review indicated there are no Wetland Critical Areas or Slope/Landslide Hazards on the property. Although a stream to the north has been diverted by a culvert under North Shore Road, no habitat special reports are required. Shoreline setbacks have been established for the site and the site is designated as Urban Environment per the Mason County Shoreline Master Program. The Mason County Resource Ordinance establishes the requirements for a 15 foot vegetative buffer along the waterfront. Drainage Narrative•VWR Consulting,Inc. 0 February 12,2016 F) Erosion Problem Areas There are no known erosion problems on the site. The waterfront bank is stabilized by an existing bulkhead and the upland areas are stabilized with planting or gravel surfacing. G) Construction Phasing The work for this project will be completed in one phase. The first tasks for the project are site clearing,grading,the drainage system, site utilities and the construction of the foundations. Once the site improvements are complete,the new house will be framed and finished. Additional site work such as the landscape walls,plazas and walks will likely be completed while the interior work is underway. Interior work will include the electrical,plumbing, sheetrock, cabinetry, appliances,trim, finishes,painting and landscape restoration. The landscape restoration will include the bioretention cell planting and other landscaping to restore natural land cover and stabilize the site. The resident owners will address any areas requiring maintenance or additional measures to prevent erosion in the future. H) Construction Schedule Construction is expected to proceed in late spring 2016. The site work will completed during the summer of 2016 and the structure in place by the fall. The schedule for the completion of interior finishes is not clearly defined, but the exterior site restoration will be complete by the fall of 2016 and the beginning of the wet season. Wet season work is not anticipated for the grading and site work portion of this project Drainage Narrative 9 WR Consulting,Inc. 0 February 12,2016 Section H — Stormwater and Construction Site Plan A) SUMMARY OF PLANS The plans have been prepared in accordance with Mason County requirements. A copy of these plans is included in Appendix A. The plan set includes the following drawings: • general notes, • temporary erosion and sediment control(TESC)plan,and • drainage and utility plan. B) EROSION CONTROL PLAN(SWPPP) The TESC show construction BMPs that are needed to address SWPPP requirements and prevent erosion and sediment transport from the site. The proposed site work is limited to the general vicinity of the site where the existing structure is located. The southeast portion of the property and the vegetative buffer zone along the waterfront will remain undisturbed. Construction BMPs including silt fences, straw wattles and inlet filters are proposed to prevent pollution from stormwater runoff. C) DRAINAGE PLAN The proposed improvements shown on this plan consist of foundation drains and storm drain piping to collect runoff from the roof areas and driveway. There are two proposed storm drain outlets to Hood Canal through an existing bulkhead. The piping on the east side of the house primarily collects runoff from the roof and the piping system along the west side collects runoff from the roof and the bioretention cell. Runoff from the driveway will be collected and routed through a bioretention facility to provide water quality treatment. The bioretention facility will overflow to the proposed storm drain system as noted above. Drainage Narrative 9 WR Consulting,Inc.•February 12,2016 Appendix A Site Plans Drainage Narrative•WR Consulting,Inc.•February 12,2016 KEY Im, 'r'o®� 19.30' (m&R) EN�f�A/ \ PLANNING G L R-MA110N, + VEGITATIVE BUFFER _PROPE OWNERS: JOHN AND CAITLIN CABLE w ++++ ZONE / PROJECT ADDRESS: 12473 NE NORTH �HORE ROAD 6 + PROPOSED _ BELFAIR, WA 98528 EX & NEW GRAVEL DEL - -TAX PARCEL NUMBER: 32235-21-90066 _ - , -- DRIVE OR PATHWAY _ '�� ZONING: RURAL—RE�16€NTIAL 5 ZONE 2 \ 1 LEGAL-DESCRIPTTON: TRACT B OF SHORT PLAT SUBDIVISION g--j NEW VEGETATION ' _ r l �"� NO. 1126, RECORDED APRIL 8, 1982, FLAG STONE PAVERS-- _ - DEC"� E � of � FdUND IRON PIP - NCI- - W LS 3451 CAP HARDSCAPE 1.0'DIA. y__- - -- FIR CONCRETE SLAB 6"DIA. FIR 1.5'DIA. <S di uV VINE MAPLE .`TELE. WE2.0'DIA. \ TREE GROOVE AftE .:'.:=::>.: FbV D �' IRON PIPE SFTFRON NE \\ `9' a,°1'r / SE�ACK .5DIA. \2 ?r• a:.' •- I / 3.6 DIA. IR :.:' •: DRON \Fy 1.0'DIA. �II / 30 \SF MADRONE / 3.0'DIA. 3.0'DIA. \�9 : FIR \ !� / R op RECEIVED - ---- ---- --- , - 1 DRY cKEo 32235- 1 -90060 FEB 1 8 2016 _ L oSC BE ALL ! 8"DIA S W. Alder S � ° l � 2.0'DIA. 2.8'DIA 615 Y TREE FIR 2.5 DIA �� 0 DIA TREE - - MADRIA.ONE REMOVE 1OX20 --� 16.7' tit TREE o �,. . :::::';':::.. :• CLUSTER ---- qA GE. a <�• I 20 ✓..�I P��P•' PROP OSED _ MA0. co PLI0 DRAINFIELD ' _ MAPLE- 'M �P•l�'..:•:;::::a "`•;':_j�:::.:v"; ::�; LOCATION pFR SEPTIC :.:.;:.. OtjF VRHNG APPLlCgTION UTIL.-n / o POLE ----- -- -- -- 1.6'UA. % `' . : '' r ''``' �� OUTLINE OF EX CONC I I -FIR r,- ; ?�t'�`a.. ,` :�• `?�/ PAD &DETACHED I ,7' . GARAGE TO BE REMOVED _�„ LANDSCAPE WALL r' 0 1.4'DI, - - - 2.b'DLA. FIR P POSED SEPTIC TANK LOCATIONS PER SEPTIC 0 �T APPLICA FIR STER A W R VALVE 5'DIA. p C AR a 0�o el 1 4'DIA. W N r Lu ` xxx x x �;':'• ..w,; +i I SHE .o DRY STACKED STQ�E LANDSCAPE WA14 �� NI CARE .x x WAL x \ x `\ IA. I ', ,~ FIR EX SEOtIC TANKS TO BE FIR DIA. o x . x x x x x x % . • �u �T REMOAD,00 PROPOSED I SEFIiC QSIGN35D -� x x x x %K_`x;:. �y�iR.IA. 2.5'DIA M� 1Jii Uf ` ., x x4 x x t.,' 3.0DIA. FIR ;; FIR SON CbUN Y p S� Y�� :x x '�`�x x x x .` /° FIR 2.2'DIA. ;, SITE PLAA REQU RED TO ON SITCD x .; . .. x•x: �+'...... CHA dS S Ts ©/V�AFC F,y� ;x %;; ,; ,x: « ,::x x .,,� �o/N qR0 FIR „� „� UBJ CT TO PI'I�OVAL l` x x :.sc'R '�;: : xxxxx % SC ;; By T�7' Ty ss✓� � �='r,. '` x x x x x x x x x\ ZQFq'Or6............. 2.2'DIA. Date x x x �: "i'f c FIR % xxxx��J(� gxx % x•�; �;; -s. i6 x x IV, x x x � x x \ �. 2.3 DIA. I 1 xxx xx x �' % x N. x�•%;' ;!/ UNE FR��j��Ck x v , x xxx x lea - ON' `�� o> ; O x x x x �, x Y. x x x x X, �J,x �the x x x x x. x ••� i x x x x x x x x x x 20.I' I— _ x x x x x �/// x x x x x x x x x x x x •n.. x x x x x x� 18.(J' - N \�, x x x x x x x x x x x x x x •�'•• •�x..n,x x x x' X1 SITE PLAN xxxxxxxxxxxxx % xx•k••ri.: xxx x x x x x x x x x x x x x x x x `'i a x x x x x x x x x x x x x x i x x x x x x x x x SCALE: 1" = 20'-0" ,�.--- OD/SC.xL x Y Y SEC. 35, TWP. 22N, RGE. 3W, W.M. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 GENERAL NOTES GENERAL SEWER NOTES OR DIAL 8-1-1 1. ALL WORK SHALL CONFORM TO THE 2014 WASHINGTON STATE UNLESS OTHERWISE SPECIFIED: WR Consultin ,Inc. DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR 1. PIPE LESS THAN 12" DIAMETER SHALL BE PVC OR PER MASON PUNS.BRAD COPY OFGE, AND LTHESE DOCUMENTS CIPAL UCSHALL BE ON TION AND A SITED PROJECT COUNTY STANDARDS. DURING CONSTRUCTION. CIVIL PLANS - LIST OF DRAWINGS: 2. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH LOCATION 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER PUSH-ON JOINTS. FITTINGS FOR DUCTILE IRON PIPE SHALL BE C1 - GENERAL NOTES DUCTILE PER ANSI A21.10 OR ANSI A21.53 WITH PUSH-ON JOINTS. C2 - TESC PLAN AND DETAILS W. Ro CONSTRUCTION IS IN PROGRESS. ot�oak GLANDS ON MECHANICAL JOINT PIPE AND FITTINGS SHALL BE DUCTILE. C3 - DRAINAGE AND UTILITY PLAN 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY. 3. PVC PIPE AND FITTINGS SHALL BE PER ASTM D3034, SDR35 WITH RUBBER GASKET JOINTS. PVC PIPE FOR PSS AND PSD SHALL BE SITE ADDRESS: 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL TESTED FOR EXCESSIVE DEFLECTION WITH A MANDREL PER SECTION SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH 7-17.3(4) OF THE SPECIFICATIONS. 12473 NE NORTH SHORE RD. 13 MASON COUNTY. THE CONTRACTOR SHALL NOTIFY THE OWNER'S BELFAIR, WA 98528 Z I PROFESSIONAL ENGINEERING CONSULTANT OF THE 4. BEDDING SHALL BE CLASS B FOR ALL PIPE EXCEPT DUCTILE IRON PRECONSTRUCTION MEETING TIME AND LOCATION. PIPE, WHICH SHALL BE CLASS D. BEDDING MATERIAL FOR PVC PIPE NET AREA: 1.0 ACRES t SHALL BE CSTC (%' MINUS). BEDDING MATERIAL FOR PVC PIPE VICINITY MAP (NITS) WR Consulting, Inc. 5. PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY 3611-45th Ave. W THAT ARE DAMAGED BY NEW CONSTRUCTION SHALL BE REPAIRED DENSITY AS MEASURED BY ASTM D-698. Seattle, WA. 98199 AS REQUIRED BY THE INSPECTOR. 5. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LEGAL DESCRIPTION (206)285-1593 6. VERTICAL DATUM: NAVD88 AS ESTABLISHED BY THE SITE SURVEY. LESS, POLYETHYLENE PLASTIC FOAM SHALL BE PLACED AS A CUSHION 7. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT DISPATCHER BETWEEN THE UTILITIES. TRACT B OF SHORT PLAT SUBDIVISION NO. 1126, RECORDED APRIL 8, 1982, UNDER AUDITOR'S FILE N0. 402084, AND BEING TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE 6. ,SIDE SEWERS SHALL NOT BE BACKFILLED UNTIL THE PIPE HAS BEEN A PORTION OF GOVERNMENT LOTS 5 AND 6, OF SECTION 35, TOWNSHIP 22 NORTH, RANGE 3 WEST, W.M., IN MASON INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR INSPECTED AND APPROVED AND THE LOCATION AND DEPTH IS COUNTY, WASHINGTON. OTHER ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY RECORDED BY THE INSPECTOR. THE DISPATCHER OF ALL NEW, RELOCATED, OR ELIMINATED ALSO ALL TIDELANDS OF THE SECOND-CLASS FORMERLY OWNED BY THE STATE OF WASHINGTON, AS DEFINED BY CHAPTER HYDRANTS RESULTING FROM THIS WORK. DRAINAGE NOTES UPLANF THE SESSION OF LAWS OF 1927, SITUATE IN FRONT OF, ADJACENT TO, OR ABUTTING UPON THE ABOVE DESCRIBED 0 8. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN SURVEY NOTES �- ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE 1. ALL STORM DRAIN PIPING, STRUCTURES, DETENTION PIPE AND w RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE OTHER MATERIALS SHALL BE IN ACCORDANCE WITH MASON COUNTY ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE STANDARDS. UNDERGROUND UTILITIES AND EXISTING IMPROVEMENTS SHOWN ARE BASED UPON THE SURVEY 'TOPOGRAPHIC SURVEY FOR U J RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY JOHN CABLE, BY ASPEN LAND SURVEYING, LLC, DATED JULY 31, 2015 AND RECORD DRAWINGS. NO WARRANTY OR M THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO 2. SUBSURFACE DRAIN (SSD) PIPE AND FITTINGS SHALL BE PVC PER GUARANTEE OF ACCURACY OR COMPLETENESS IS EITHER IMPLIED OR EXPRESSED. EXISTING UNDERGROUND UTILITIES AND O w T FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN ASTM D2241 SDR21 (CLASS 200) WITH RUBBER GASKET JOINTS. IMPROVEMENTS HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING Q HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF PIPE SHALL HAVE SLOTTED PERFORATIONS. SLOTS ARE TO BE SAID UTILITIES AND IMPROVEMENTS IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING WITH W �- THIS PLAN. 0.040" WIDE 1.0" LONG AND SPACED 0.25" APART. APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES AND IMPROVEMENTS WITHIN THE PROJECT LIMITS AND U O FOR CHECKING LOCATIONS IN THE FIELD. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE 9. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND 3. ALL TIGHTLINE BEDDING SHALL BE CLASS D WITH SELECT NATIVE TO UNDERGROUND UTILITIES AND IMPROVEMENTS RESULTING FROM HIS OPERATION. UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE MATERIAL, z UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) AT CONSTRUCTION EROSION/SEDIMENTATION CONTROL (ESC) NOTES = _ LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4. CATCH BASIN CONNECTIONS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 100%. 1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY MASON COUNTY PRIOR TO ANY 10. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, I O EARTH DISTURBANCE. DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS 5. BIORETENTION AMENDED SOILS SHALL BE PER DOE STORMWATER I 4� STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE MANAGEMENT MANUAL FOR WESTERN WASHINGTON. AMENDED SOIL O� PROPOSED IMPROVEMENTS. SHALL BE IMPORTED OR MADE FROM A MIXTURE OF NATIVE SOIL 2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT AND COMPOST IN ACCORDANCE WITH DOE STANDARDS. SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES O 11. THE CONTRACTOR SHALL PROVIDE FOR ALL COMPACTION TESTS AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO ENSURE REQUIRED BY THE MASON COUNTY INSPECTOR. 6. PRIOR TO PLANTING, BIORETENTION SOILS SHALL BE INSPECTED COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE z 00 AND APPROVED BY A REPRESENTATIVE OF MASON COUNTY. ALL OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS Z 12. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET SOIL MIX TICKETS SHALL BE SUBMITTED AT OR BEFORE THIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. w STANDARD SPECIFICATIONS AND SHALL BE APPROVED BY MASON SCHEDULED INSPECTION. U - COUNTY. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF 13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL/CONSTRUCTION SEQUENCE THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. Z SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR 1. ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH BETWEEN ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE - PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND OWNER OR OWNER'S REPRESENTATIVE AND SITE INSPECTOR. SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION 2. CONTRACTOR'S SURVEYOR TO ESTABLISH AND STAKE OUT CONTROL 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONTROL FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE . THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE POINTS FOR WORK COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. U Q RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW 3. INSTALL TREE PROTECTION FENCING. = U ` V ITI m CONDONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO 4. INSTALL SILT FENCE, STRAW WATTLE BARRIERS, AND GRATE INLET 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT CONTINUED FUNCTIONING. ADJACENT PROPERTIES. PROTECTION. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR 14. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL 5. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (IF REQUIRED). A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, TIMES BY SWEEPING. NETTING, EROSION BLANKETS, ETC.). 6. CLEAR AND GRUB AREA. GENERAL 15. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 8. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) TRAFFIC CONTROL MANUAL AND THE MASON COUNTY 7. REMOVE EXISTING PAVEMENT, SURFACE FEATURES AND DAYS NOTES REPRESENTATIVE. MISCELLANEOUS ITEMS AS NOTED. 16. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING B. COORDINATE REMOVAL AND CAPPING OF EXISTING UTILITY LINES 9• THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN CHARGED WATER MAINS. WITH APPROPRIATE PURVEYOR. THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL PERMIT S E T 9. GRADE SITE PER PLAN. STABILIZE GRADED AREAS WITH CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT WATER NOTES TEMPORARY EROSION CONTROL MEASURES AS REQUIRED. FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. Job No. 15036 1. ALL WATER SYSTEM WORK SHALL BE IN ACCORDANCE WITH MASON 10. CONSTRUCT SITE IMPROVEMENTS. 11. STABILIZED CONSTRUCTION ENTRANCES AND IF NEEDED, WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF Designed: JR COUNTY STANDARDS. 11. HYDROSEED REMAINING DISTURBED AREAS. CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO Drown: JR ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2. WATER SERVICE LINES SHALL BE INSTALLED WITH A MINIMUM OF Checked: JR 12. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND Scale: /S NOTED 24" OF COVER. 12. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN CONDITIONS. APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 3. ALL WATER SERVICE PIPING ON PROPERTY MUST BE INSPECTED Date: February 15. 2016 PRIOR TO BACKFILUNG TRENCH. 13. REMOVE REMAINING TEMPORARY EROSION/SEDIMENTATION CONTROL 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, FI SHALL BE APPLIED AT A MINIMUM THICKNESS Revisions: ONLY AFTER SITE HAS BEEN STABILIZED AND MASON COUNTY SITE OF TWO INCHES. INSPECTOR HAS APPROVED THE REMOVAL 14. PROVIDE PERMANENT EROSION CONTROL SYSTEM. LANDSCAPE ALL EXPOSED EARTH SURFACES WITH SUITABLE VEGETATION TO PREVENT EROSION. C1 SHEET OF 3 A SEC. 35, TWP. 22N, ROE. 3W, W.M. CALL 48 HOURS PAVEMENT IPLANTING AREA BEFORE YOU DIG 3" HMA PAVING OR 6' %- 1-800-424-5555 LEGEND CEM. CON. (SEE ARCH) I P AREA DRAIN OR DIAL 8-1-1 SAWCUT EX. PAVEMENT WR Consulting,Inc. 13 CATCH BASIN -TYPE 1 EXIST. PAVING-, "TOPSOIL W/ 2' MULCH OR PLANTING '1 (D CATCH BASIN - TYPE 2 RESTORATION PER LA O CLEAN OUT DOMESTIC 8+•38W,E n a''Ta:cb) i R — - - -- - - - -- - - DOWNSPOUT CONNECTION AND �Np rwvAcruc:» WATER 5:]92' STORM DRAIN BACKRLL (CSTC - _-WELL— _ ^'1' _ _ _ 6' CRUSHED ROCK p (CSTC - 5/8-MINUS) 1 MINUS) r T - -� DRAINAGE SWALE COMPACTED TO 95% COMPACTED TO 95% \ MAX. DENSITY 81P ° MAX. DENSITY � 210 LF � � -1p i K` —-- ELECTRICAL SERVICE COMPACTED IN B" Fq 11'0 WATER i =1 MAX. LIFTS J3Yo SERVICE - -------___-- FOUNDATION DRAIN BEDDING MATERIAL PROPANE SERVICE (CSTC - 5/8-MINUS) Na COMPACTED TO 9 c - AY-APRO t' V� r �-",, MAX DENSITY i =- ----------------_--- 3" SANITARY SIDE SEWER '' WR Consulting, Inc. HMA/6" CSTC i - ` �;"i �. W-1.5 z PIPE DIA + 3611-45th Ave. W 1 - i BEDDING MATERIAL (CSTC In t _G-L� WNG l M PIPE \ STORM DRAIN 18"MIN FOR 6" W=27"MIN. W MAX - 5/8-MINUS) COMPACTED Seattle, WA. 98199 ` r - �cba.\\ w�c 3�;O�c WATER SERVICE AND WELL & FOR 8" W=30'MIN. TO 95% MAX. DENSITY (206)285-1593 IW 125 FINISHED CONTOUR & ELEVATION 1 UTILITY TRENCH DETAIL a t'PA S r *1 ?, �, C3 NTS . . . . . . . . . . . kcu PIPE- `ter aI, yaxtr �� .' ~sue,.r BIORETENTION AREA PROVDE SCALE, GRADE TO DRAIN 32 GRAVEL DRIVEWAY 370 $ , =' ��,\ Au '`" HMA PAVING ? TO12 Or A Ep. SURFACING, SEE S ,c,, ON 33.0 " • \ su. OVER GEOTExT,-E r< saL L ARCH PLANS T /rw m. r :% p �` P ii?:}:i. y� J N 4"0 PERF. WALL-DRAIN �� _ TwUy m LJ_ li O MIN•-0:3% (TTYP)PARCI I NO. _foJN .r' �P_ 'r: ";^ ,F� SURFACING - GRAVEL E W 34.0 - - qp 32235 21-90060 , I s 3451 CAq SLOPE TO DRAIN CB TYPE 1 / 28.0 �� r R EX.rraNEs e. w I - 1i O Q� RIM EL. 23.8 L i;�f 4 c<F. 15r t � HARDSCAPE - PATIO AND '^` �- IE 22.0 `� •r yC/ `it �y NNECI'WA6L-06�IN I o °; + PAVERS CYOTEZTILE W ( , O c t r TO 4'0 SD-(TYP) 9 4,. ^I / �r n ' i -` - _ et•A I MAT. HEIGHT- V / 6" SS CO CONSTRUCTION NOTES: A TO 6 :N n o A FEET - I i QUARRY SPAL:S a 7 1 S2 5 0 11„5_ t j 1. FURNISH AND INSTALL ALL TRANSITION oc '2 o c � •(f_ � 1 _ •� 1 COUPLINGS (FERNCO REDUCERS AND �+ rz,N. O 56LF 6`0 SDi �t a 4'0 DS CONNECTION ATYP- _MIN .2X, e COUPLINGS AS NEEDED FOR CONNECTIONS TO ` OR B-I COURSE _D a BLDG UTILITIES. S:BEATER L- DO 3 BIORETENTION CELL -y• r rJ ..___..... f MINIMUM 4-R1 DMA. -'I e BASE AREA! 26 SF f, •�, 6' SS CO - 2. INVERT ELEVATIONS ARE APPROXIMATE. ADJUST PERFpiA-ED RIC:D PIPE o I Q N BIORETENTION r t AKrissu IE 22.5 e ` INVERT ELEVATIONS AS NEEDED TO (HDPE TRIPLE WALL OR H' o I L0 CELL OVERFLOW ir;< I u FWCM COORDINATE WITH EXISTING AND PROPOSED BE TER) SLOPE TO DRAIN I P� t 00 z3.9 I BUILDING UTILITIES D coNNEC: TO sroRM z AREA DRAIN _-n.. � T� ,c. 21.5 1 DRAIN SYSTEM. PROVIDE o RIM EL. 22.2 `" r Q . 124LF 6"0 SD O 1 I C CREANOUTs .� i( W 3. FOUNDATION DRAIN GRADES ARE APPROXIMATE. +ILI �l Fc z3o 44riZ MIN. 2% (TYP) e I cTr-T—2z SLOPE SRN; I ADJUST AS NEEDED TO MAINTAIN MIN. 0.3% Q % 1JIIN. `' "^""I GRADE. INVERT SHALL NOT BE LOWER THAN ^oMP„CTED / \�3% °4 �< v '1 ? BOTTOM OF FOUNDATION,IEC cRANULAQ e1 105LF.6 16':SD � A. ' ,':;� ! s BASE MIN-2$_(TYP) �'"�"�'" a 1e Iy 4. CONTRACTOR SHALL ADJUST FINISHED GRADES NOTES `4t '',`.Z t I ' TO MATCH EXISTING FACILITIES. ADJUSTMENTS —� s.� 140 t BE CONSISTENT WITH AND MAINTAIN THE 1. CALL CFORAI CLEAR AND GRADE INSPECTION PRIOR TION TO BASE COJA$E BEING PLACED ) ^.l �R6K AlID>\I Or ROCKERY HEIGHT, FOUNDATION MAiERtAL,AND ROCK S.ZE BY CITY O •v 16 I j.rc. DRAINAGE SCHEME AS ON THE APPROVED GEARING AND CRADfNC INSPECTOR IS R-Ou4tED I + tik :,rrss t .i�l PLANS. 2 QUARRY SPALLS AND CRUSHED ROCK SHA__BE PLACED DIRECTLY rRDM TRUCK OR �\ 4 15.35 h,i, 1 5. FURNISH AND INSTALL 0.5 CY RIPRAP PAD AT OTHER SJIIABLE CONTANER it.ORDER TO MA\TAW CLEAN BACKFILL/ I !.3 EACH SO INLET AND OUTLET. BEVEL ENDS TO 3 AL ROCKERIES OTF_R 30 N IN HEIGHT ARE CONSIDERED A STRUCTURE PER THE LAND -L �°•'"" \ o CONNECT 11ND�WALL I 3e» FG 15.35 DRAIN TO SQ'' TYP w MATCH SLOPE USE CODE AND MUST BE LOCATED OUTSIDE Or ALL STRUCTURE SETBACK ONES 6"0 SD OUTLET IN f s ~ \ 1ARCHITECTURAL • OPfWNGS SHALL BE CHINKED WIN OUAPRY SPA;-LS CONC. BULKHEAD it [eAA 6 OF SITEFEATURANDEPAVNG LIMITS.OLAYOUT (CORE DRIIE 11.0LL AND : r ,. ice Z^T'4 `" 20 ROCKERY DETAIL 7. SEE ARCHITECTURAL PLANS FOR CEMENT C3 NTS GROUT ANNULAR \ • 'r �r �� ' i GRADING AND «•,, � I CONCRETE PAVING LAYOUT AND JOINT SPACE) k ,�� 12 I f PATTERN. UTILITY PLAN 6'0 SD OUTLET IN CONC, BULKHEAD �0 ::::• '•r• �ti MIN. 6" FREEBOARD IE 11.0 _- A"+.�''46: "�-� j I� FINISHED GRADE PERMIT S E T x OVERFLOW AREA DRAIN EXCAVATE TOPSOIL AND (CORE DRILL AND l rA �� `tip j � RIM SET 5" ABOVE BASE SUBGRADE EDGE GROUT ANNULAR `- �K .s;,..,- (,,,�.�`•` >ar l BASE AREA //� L:s `• + 6"0 OUTLET TO SD PER PLAN / OF J O b N O. 15036 _ ;A '� I PAVING . — v� �_ �— Designed: JR .......... 3:1 MAX $:1=1I" Drawn: JR E -_' 5 DEPTH 5,.'% C-III II-III= ECICed: JR I-IYI........ :: Z]C��I-I�I-I�I-I Scale: AS NOTED Date: February 12. 2016 IR,.N PIPE I=1 11=1 I=I I = -I I III 11=1 1=�I I=1 I I-1 I I Revisions: Manx DRAINAGE AND UTILITY PLAN IBIORETENTION/PLANTING 12" DEPTH MIX o Io za w SCALE: 1- -20' SCARIFY 4" DEPTH ^A Jj EXISITING SUBGRADE (v" 3�BIORETENTION CELL TYPICAL SECTION C3 NTS SHEET 3 OF 3