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18-105454
CITY HALL CITY OF Federal Way, , W Avenue South A%�� Federal Federal Way, WA 3) 835-6325 7000 (253) 835-7000 www cityoffederalway. com Centered on Opportunity Jim Ferrell Mayor Mr. Ramon Mallari December 19, 2018 30149 10th Avenue SW Federal Way, WA 98023 FILE Re: File #18-105454-00-AU; TECHNICAL COMMENTS Mallari Accessory Dwelling Unit, 30149 loth Avenue SW, Federal Way Dear Mr. Mallari: The Department of Community Development is in receipt of your Accessory Dwelling Unit (ADU) application. The proposed improvements include a detached 500 square foot ADU with a 900 square foot garage. According to city records, the total square footage of the primary dwelling unit is 1X0 square feet; therefore, the maximum allowable size of the proposed ADU is 512 square feet. TECHNICAL COMMENTS In order to continue review of the proposed ADU, the following technical comments detailed below must be addressed: 1. Floor Plain —As depicted, the proposal is for anew ADU and garage. Within the garage space it includes a washer and dryer, air handler, and eater heater. These appliances are associated with the ADU and the area taken up must be included in the square footage calculation of the ADU. Alternatively, you can remove the washer and dryer or relocate it inside the ADU. 2. Side Yard Setback — The site plan shows a heat pump along the east site of the proposed structure. It is unclear if the heat pump is intruding into the side yard setback. When preparing the site plan for the building permit application, the heat pump must be setback five feet from the side property line. See Federal Way Revised. Code ( WRC) 19.125,160 for allowed structures and improvements within a required yard setback. CLOSING When resubmitting the requested information, please submit four copies of plans accompanied by the enclosed ResubmittalInformation form. The letter of application/deed restriction must be completed prior to the department issuing a certificate of occupancy. All changes made to the site plan must also be reflected on the building plan sets. If you have any questions regarding this decision, please contact me at beck .--ha in � ci ffederalwa .COM, or 253-835-2641. Sincerely, f � Becky Chapin , Senior Planner Enclosure Doc ID 78572 W! RECEIVED r JAN 2 3 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Tree Survey and �V Retention Plan Mallari Property 3014910th Ave SW Federal Way, WA 98023 PERMIT #: 19-100399-00-SF ADDRESS: 30149 1Oth Ave SW PROJECT: New Garage/ADU MA LLA RI DATE: 1 /23/ 19 TREE RESOURCE" PO BOX 25413 Federal Way WA 98093 253.838.1836 info@treere5og rc?_com Table of Contents Assignment 1 Limits of Assignment 1 Purpose and Use of the Report 1 Observations 2 Tree Measurement 5 Visual Tree Assessment 5 Discussions 6 Condition and Structure Rating 6 Suitability for Preservation 6 Construction Impact Rating 7 Critical Root Zone and Tree Protection Zone 8 Conclusions and Recommendations 9 Appendix A - Site Map (not to scale) 10 Appendix B - Tree Survey Data 11 Appendix C - Tree Protection Detail 12 Appendix D - Bibliography 13 Appendix E - Assumptions & Limiting Conditions 14 Appendix F - Certification of Performance 15 August 15, 2018 Mallari Tree Retention Plan 1 of 15 Assignment I was hired to provide a survey of the trees located at 3014910th Ave SW Federal Way, WA 98023 where an Accessory Dwelling Unit (ADU) will be built. The trees are to be categorized by their species, size, and location in accordance with City of Federal Way Zoning Standards. (FWRC Chapter 19.120 CLEARING, GRADING, AND TREE AND VEGETATION RETENTION) Each tree's species, size, condition, suitability for retention, critical root zone, and location will be provided in this report. Tree protection limits will be included as well as how the site will meet minimum tree density calculations. Limits of Assignment Unless stated otherwise, the information contained in this report covers only the trees I examined, and reflects the condition of these trees at the time of inspection. My inspection is limited to visual examination of the subject trees within the property boundaries as prescribed for a level 1 Tree Risk Assessment in the ISA Best Management Practices: Tree Risk Assessment Second Edition: International Society of Arboriculture: 2017. Purpose and Use of the Report This report will be used to identify which trees are best suited for retention and which trees should be replaced in compliance with development standards for the City of Federal Way. The purpose is to help determine during subsequent planning stages of the Accessory Dwelling Unit design where best to place structures and perform development operations while retaining sufficient trees or replanting new trees to meet the governing codes and standards. This report should be used to guide construction activities in a manner that will keep retained trees healthy and without damage throughout the duration of the project. Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresouree.com August 15, 2018 Mallari Tree Retention Plan 2 of 15 Observations The site is a residential lot of 35,172 square feet (.81 acres). I tagged and measured 46 trees on April 20, 2018. This included trees that are located on neighboring properties that are within 50 feet of the Mallari property. The complete set of data collected is included in Appendix B on page 11 of this report. 4 Figure 1 - (Above) Aerial view of the ?din ie H� property. (From Google Maps) Figure 2 - Subject O155 property from King County iMap. Zeb Haney I Tree Resource 1 253.838.1836 1 info C@treeresource.com August 15, 2018 Mallari Tree Retention Plan 4 of 15 Figure 5 - The four trees that will need to be removed prior to construction are indicated by the white arrows in this photo. Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresource.com August 15, 2018 Mallari Tree Retention Plan 5 of 15 Tree Measurement I measure a tree at the smallest circumference at or below four and a half feet from grade with a forestry tape marked in centimeters. The girth of a tree is typically expressed in terms of the DBH (diameter at breast height); I derive this measurement by dividing the measured circumference by rc or 3.14159. When measuring a tree with more than one trunk or stem, I follow the industry standard of measuring each stem, calculating for the cross sectional area, and adding these together for a total representative diameter. Municipalities differ in regard to standards for girth measurement. If my assignment is governed by a municipal code I use whatever criteria is determined by the governing authority. The Federal Way Revised Code calls for a measurement at four and one-half feet above the ground surface. Visual Tree Assessment L- .v OL . I use a Visual Tree Assessment (VTA) method to -- evaluate tree health and structure. The VTA is an ordered analysis of a tree that observes current growing conditions and tree structure. I am able to compare a tree with other trees I have observed to note typical patterns and abnormalities that may be present. The observations are based on my knowledge of tree structure and conditions as well as my past experiences an arborist. (Lilly, 2001) Zeb Haney I Tree Resource 1 253.838.1836 1 info@treeresource.com 1 August 15, 2018 Mallari Tree Retention Plan 6 of 15 Discussions Condition and Structure Rating Tree condition is typically described as a factor of overall health and the structure of the tree. These are based on an evaluation of the foliage and buds, small twigs, scaffold branches, the trunk, the trunk flare, any roots that may be visible and the general site condition around the tree. Poor - These are trees that have poor health, major structural defects that influence potential stability. This trees will not likely survive on site long-term without extensive mitigation efforts. This category includes dead trees. (However, there are cases where a dead tree will have sufficient structure to warrant consideration as a standing dead snag for ecological purposes.) Fair - Trees with fair health and structure will have some issues with vigor and may have some major structural defects. With extensive mitigation they can be retained but will likely need long-term management. Good - Trees in good health and structure have only minor negative characteristics or even no visible defects. They are good candidates for retention and will need little if any follow-up care. Excellent - Any tree in excellent health and structure is likely to be significant in terms of location, quality, or size. These may be young trees and will have a full crown with very good site characteristics. Suitability for Preservation The species characteristics, potential longevity, health, structure, and age class of a tree are factors that determine how suitable a tree is for preservation. I rate these using a scale of poor, fair, good, or excellent. These are described below: Poor - Trees in poor health and / or with significant structural defects that cannot be mitigated. These will likely decline regardless of attempts to preserve them. Often these are species of trees with undesirable landscape characteristics or are incompatible with the future site development. Fair - Trees with a fair suitability rating will have some less than optimal conditions that can be mitigated with intense management. They will requires greater areas of site protection and monitoring throughout the development process. It is probable that without this mitigation the tree will decline and/or have a shorter life span than a tree in good or excellent condition. Good - Trees with good suitability for preservation are will have good condition structural characteristics and will have a high likelihood of long-term survivability. They will still need to have tree protection but these will need less extensive if any mitigation besides root zone restrictions. Excellent - Trees with an excellent suitability for preservations are those that have a very high likelihood of having a full life span. They are often smaller trees on development sites that will require limited root zone restrictions. These are likely to be species of trees with a high tolerance for many conditions. Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresource.com August 15, 2018 Mallari Tree Retention Plan 7 of 15 Construction Impact Rating Construction impact is a means of assessing how the actual development process will affect the condition and suitability of an individual tree for preservation. For example, a tree in good condition and that is suitable for preserving for other reasons may be located too close to an area on the site that will contain underground utilities and the only reasonable way of implementing the construction plans would result in too many roots being cut. Or the tree may be located in the middle of the new building footprint. In these cases the construction impact rating helps to guide whether or not changes can be made to the plan or if great effort should be made to preserve an otherwise suitable tree. I divide the construction impact rating into four categories: Extreme - These are trees that will have an extreme impact on the construction process if they are required to be retained. Preservation will require drastic efforts or creation of an entirely new set of construction plans in order to successfully retain the tree. Significant - Trees where retention could be considered but it will require more than normal efforts to successfully retain the tree. Examples would be trees where the majority of the CRZ is located within an area that will receive high use during construction and where no other means of access around the tree can be protected. These will require constant or frequent monitoring and mitigation of damage after construction occurs and may still not survive the development activities. Minor - These are trees where normal tree protection will be required. Examples are trees where the CRZ can be fully protected even though construction personnel will need to pay attention to be careful not to violate any tree preservation restrictions. Negligible - These are trees where normal tree protection will not impact the construction and development in any way. These will often be trees that are located some distance away from any area where construction will occur. Zeb Haney I Tree Resource 1 253.838.1836 1 info@treeresource.com August 15, 2018 Mallari Tree Retention Plan 8 of 15 Critical Root Zone and Tree Protection Zone A Critical Root Zone (CRZ) is established based on a trees condition and its size. The standard in the arboricultural industry is based on a calculation of twelve times the diameter of the tree. This is then factored up or down based on a tree's age, species tolerance, and current condition. Its is generally accepted that if this formula is used and adhered to, trees will survive a development process. When considering which trees are best preserved in a development area, the CRZ can be implemented into site plans. Often it is recommended to preserve trees with overlapping CRZ to ensure the maximum numbers of trees are preserved. It is also important to note that smaller trees will have a much smaller CRZ needed and can be much easier to retain. Some municipalities consider other measurements from the tree when considering the area to be protected during construction and development. The most common of these are based on the drip line of the tree. However, the drip line does not always correspond to the actual area under the ground where the main structural roots are located nor does it account for the much wider area where the fine absorbing roots are located. The final Tree Protection Zone (TPZ) often matches the CRZ. However, it can be adjusted to account for the actual construction activities or for factors of age, species tolerance, and size of the tree to be preserved. The City of Federal Way (FWRC 19.120.160) requires a temporary five- foot chain link fence with signage attached that reads, "TREE PROTECTION FENCE - No soil disturbance, parking, storage, dumping, or burning of materials is allowed within the Tree Protection Fence." The fence is required to be established around all protected trees at a distance of at least 12 inches of radius for every inch of tree diameter. Some other tree protection requirements in the City Code are: 19.120.160 (4) No soil disturbance, parking, storage, dumping, burning of materials, impervious surfaces, fill, excavation, or storage of construction materials shall be permitted within the no disturbance area. 19.120.160 (5) If the grade level around the tree is to be raised by more than one foot, a rock well shall be constructed. The inside diameter of the rock well shall be equal to the diameter of the tree trunk plus 10 feet. Proper drainage, and irrigation if necessary, shall be provided in all rock wells. 19.120.160 (6) The grade level shall not be lowered within the larger of the drip line of the tree(s) or the critical root zone of the tree(s). 19.120.160 (7) No trenching is allowed in any critical tree root zone areas. 19.120.160 (8) No installation of any impervious surfaces is allowed in critical root zones. Where road or sidewalk surfaces are needed within critical root zones, unmortared porous pavers or flagstone (rather than concrete or asphalt) may be used. Boardwalks or bridging may span root zones without harming the tree roots. 19.120.160 (9) Tree protection areas (i.e., critical root zone) must be prepared to better withstand the stresses of the construction phase by, if necessary, fertilizing, pruning, and mulching around them well in advance of beginning any construction activities. Zeb Haney I Tree Resource 1 253.838.1836 1 info@ treeresourge.rom August 15, 2018 Mallari Tree Retention Plan 9 of 15 Conclusions and Recommendations According to the Federal Way Revised Code 19.120.130 the minimum tree density requires 25 tree units per acre. The Mallari property at .81 acres has a minimum tree density requirement of 21 tree credits. The retention plan I am submitting will retain 61.5 tree units. It overabundantly meets the tree density requirements. Trees numbered 1144 -1150, 1156, and 1157 will have a minor disturbance within part of their CRZ. Tree Protection Fencing will need to be opened up to allow the installation of a septic supply and return line and then replaced. Any trenching within the TPZ should be done manually Tree Density Requirements Lot size = 35,172 sq ft 35,172 / / 43,560 =.81 X 25 = 20.25 Round up to 21 tree units to meet the minimum tree unit requirement. with shovel and wheelbarrow; no heavy equipment should be allowed within the TPZ. An Airspade® would be a good option for digging the supply line trench within the TPZ on the north side of the trees previously indicated in this paragraph. It is capable of removing soil without damaging roots. Four trees are too close to the proposed location of the ADU to reasonable retain. These are trees numbered 1166 -1169. They should be removed before construction begins. Install tree protection fencing around all other trees as dictated by the City Code. The Site Map (Appendix A) shows the location of Tree Protection Fencing as well as the Critical root zones of the retained trees on the property. It is important that all of the trees have protective fencing to avoid unintended damage to the trees, even if the protected trees seem far away from the construction area. Appendix C shows a sample tree protection detail. The actual on -site protection fence will need to be minimum five foot high chain link to meet City of Federal Way code. Access for installation of the septic drainfield should be from the south and west side of the house. The proposed location of an in ground Waste Treatment Unit is very close to tree # 1160. I recommend that the Waste Treatment Unit be moved to the north as needed to avoid the Critical Root Zone of tree # 1160. (See Appendix A - Site Map) Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresource.cam August 15, 2018 Mallari Tree Retention Plan 10 of 15 Appendix A - Site Map (not to scale) i !1 f l I ` �M1 / Zeb Haney I Tree Resource 1253.838.1836 1 info Ctreeresource.crom August 15, 2018 Mallari Tree Retention Plan 11 of 15 Appendix B - Tree Survey Data 21c::•- 1.V 7[unloer C. t crt- CON 1r Cq', t— Sw LYnlrtt! IO. tiWaC! at Rno' iter Nu,r- A.:. r•.nc+-.".nr, 17rwta �rc�etvalltfrr IryrrseJvab]A un laaleelartr Cc:w:trucuan ntc.at Is fig 7S God •ivx '�JCCllgcie �cea., ra-409pNu 77a2>_--_-16 75 2Q Gaad 'c97C Neglgul. is .. 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'S,Cnod Cbod 'teatglde 7 Reivl YamdffitAet-d 1174: 65 8";' - } 6enx Cow `teatgrle L' Resin P— qap 1175 tW 1: .: 1: • Goad 1k!ya=1e 13 Reton Oaup4ta•Tlr i 176 259. 32 3.0 Good ' Good %C05CCle y2 i Resin OgtrlYaz h :17: 7^_ 9 G—a ! Gona HaalO+`Ja 9' £stmated Rate t— Pwffav rw ? 178 �.. 6 Gocd Cood `Ieatade G Estrn=ed Ratan Namt.-r's emr VbsbM fed f!dw 1179 ! : Y 251, Ili— Good 7egtgde 25 :stmaed Rct— VoonYv`s sec fJu is VP 11E0 1w 73 G—b Cooa I Veglgda 12 Ea-=d Resin Nag',ta�s tree DEMON 11E7 25 Good Goya Neatgaie . -=sttaod PI.L— Naq,tr�r'z tote Oatdbw-fir ':1e2 '_,00 2-3'. Gn^..d G-1 Neglgdc .•. E nvxed :Vie!-i„ ' :Naq'IDa`s 'lee Om.gL • iiB3 W—C 25 :aq-'- '.pox' '..n�.T�r 25. Eslz.wstd Refire N6C116=e. ace vcvp.1•-N •1F!+ ao_ .. EIyS -z •ii^a,ad:k .._ E. -'Ww aetsn •ietrF7Ri : t2e fcM:uw 100`: 13 Govd `lealge:/e 17 Cvl��r:ed .Fwml 5C oil OIL 716d lOC 13 .. .. 'leolgvle 1! -n-j mY13 l W1 Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresource.com August 15, 2018 Mallari Tree Retention Plan 12 of 15 Appendix C - Tree Protection Detail y� i a ?+ m O r& D O }f TL Z v tit n " r O x Ow Vw _• .- LLIwir ��<IL _- 3 Z O U W H Cr d W W Ir H Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresource.com August 15, 2018 Mallari Tree Retention Plan 13 of 15 Appendix D - Bibliography Accredited Standards Committee. ANSI A300 Part 5 - 2005 Tree Shrub and Other Woody Pan Maintenance -Practices ana gemen f Trees and h s Quring Site in Develgpment, and Construction. Londonderry, NH: Tree Care Industry Association, 2005 Dunster, Julian; et al. Tree Risk Assessment Manual. Champaign, IL: International Society of Arboriculture, 2013 Fite, Kelby; Smiley, E. Thomas. Best Management Practices Managing Trees During Construction, Second Edition 2016. Champaign, IL: International Society of Arboriculture, 2016 Lilly, Sharon. Arborists' Certification Study Guide. Champaign, IL: The International Society of Arboriculture, 2001 Oregon State University Extension Service. Tree Protection on C nst i n and DevglQpment Sites. Oregon State University, 2009 Zeb Haney I Tree Resource 1253.838.1836 1 info@Ireeresource.com August 15, 2018 Mallari Tree Retention Plan 14 of 15 Appendix E - Assumptions & Limiting Conditions 1. Consultant assumes that any legal description provided to Consultant is correct and the title to property is good and marketable. Consultant assumes no responsibility for legal matters. Consultant assumes all property appraised or evaluated is free and clear, and is under responsible ownership and competent management. 2. Consultant assumes that the property and its used do not violate applicable codes ordinances statutes or regulations. 3. Although Consultant has taken cared to obtain all information from reliable sources and to verify the data in so far as possible, Consultant does not guarantee and is not responsible for the accuracy of information provided by others. 4. Client may not require Consultant to testify or attend court by reason of any report in less mutually satisfactory contractual arrangements are made, including payment of additional fee for such Services. 5. Unless otherwise required by law, possession of this report does not imply right of publication or use for any purpose by any person other than the person to whom it is addressed, without the prior express written consent of the Consultant. 6. Unless otherwise required by law, no part of this report shall be conveyed by any person, including the client, the public through advertising, public relations, news, sales or other media without the Consultant's prior express written consent. 7. This report and any values expressed herein represent the opinion of the Consultant, and the Consultant's fee is in no way contingent upon the reporting of a specific value, stipulated result, the occurrence of a subsequent event or upon any finding to be reported. 8. Sketches, drawings and photographs in this report, being intended as visual aids, are not necessarily to scale and should not be construed as engineering or architectural reports or surveys. The reproduction of any information generated by architects, engineers or other consultants at any sketches, drawings or photographs is for the express purpose of coordination and easy reference only inclusion of such information on any drawings or other documents does not constitute a representation by Consultant to the sufficiency or accuracy of the information. 9. Unless otherwise agreed, (1) information contained in this report covers only the items examined and reflects the condition of those items at the time of inspection; and (2) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, climbing, or coring. Consultant makes no warranty or guarantee, express or implied that the problems or deficiencies of the plans or property in question may not arise in the future. 10. Loss or alteration of any part of this agreement invalidates the entire report. Zeb Haney I Tree Resource 1 253.838.1836 1 info 9treeresource.com August 15, 2018 Mallari Tree Retention Plan 15 of 15 Appendix F - Certification of Performance I, Zebadiah J. Haney, certify that: 1. I have personally inspected the trees in properties referred to in this report and have stated my findings accurately. 2. I have no current or prospective interest in the tree or the property that is the subject of this report and have no personal interest or bias with respect to the parties involved. 3. The analysis, opinions and conclusions as stated herein are my own and are based on current scientific procedures and facts. 4. My analysis, opinions, and conclusions were developed in this report has been prepared according to commonly accepted our board cultural practices. 5. No one provided significant professional assistance to me, except as indicated within the report. 6. My compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other reporting party nor upon the results of the assessment, the attainment of stipulated results, or the occurrence of any subsequent events. I further certify that I am a Registered Consulting Arborist® with the American Society of Consulting Arborists (ASCA) and that I adhere to the ASCA Standards of Professional Practice. I am a Board Certified Master Arborist®, a Certified Tree Worker Climber Specialist® and a Qualified Tree Risk Assessor through the International Society of Arboriculture (ISA). I have been involved with the practice of Arboriculture since 1999. Zeb ISA ASCA RCA # 616 Zeb Haney I Tree Resource 1253.838.1836 1 info@treeresource.com f .. REwEIVED NOV 15 2018 CITY OF FEDERAL WAY WMMUN17Y DEVELOPMENT Return Address: p l1111111111lll111111111I1111 5wo 20180710001110 MISCELLANEOUS Roc: $I00.t)0 71=20182:52 PM KING COUNTY, WA P"it priar or Inrorinauaa •■ ru47a as,." a W, Document Title(s) (or transactions contained therein): (all Bros SWicaMe to your dowrmart gMS be f 1 in LAW 3.-_ — 4. Reference Number(s) of Documents assigned or released: Additional reference Ws on page of document Grantorfs) Exactly as names) appear on document Additional names on page of document. Grantee(s)wEjxactly as name(s) appear on document 2. Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) 77aw !�s N D �t G� Lt�T - Fi�F Sfli317 _ Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax s not yet assigned avlSi2Db�-i2� The Auditor/Recorder! will rely on the information provided on this form- The staff will not read the dactttttent to vcnfy the accmcy or completenessofthe indexing information providedherein. -1 am signing below and paying an addidonal SSO recording fee (as provided in RCW 36.1L819 and referred to as an emergency nonstandard document), because this document don not used margin and formatting requtrremnts. Furthermore, I hereby understand that the recording proem may cover up or "` ou oeintaal document as a result of this regeeaL" Signature of Requesting Party Tian to sobmlttare U" Yr ab nor pay addiri'm-1 2" eu if A&&Wsrwaaar noeb ' - -- --- .k After recording, please return to Cornrnuniry Development Department 33325 Sth Avenue Sarah Federal Way, WA 99003 CITY OF FEDERAL WAY ACCESSORY DWELLING UNIT LETTER OF APPLICATION & DEED RESTRICTION 1. (i� gMOn 0 t-k ql l ¢ ^ J f'• . being first duly sworn, on oath do hereby certify tinder penalty of perjury under the laws of the State of Washington: That Itwe am/are owner of the single-family dwelling unit located at: Federal Way, Washington, Parcel # ISleo%IZO q 2:'- Property Legal Description: 1MAV.105 V1 0-t6otp698112 That I have made application and received City of Federal Way land use approval for an accessory dwelling unit at this location. That i presently occupy and will continue to occupy one of the two dwelling units at this location as my principal and permanent residence for six months or more of the calendar year. That this certification will remain in effect during the period of my ownership of the property unless I record a certification with the King County Office of Records and Elections that the use of the property for an accessory dwelling unit has been discontinued. r �Ignat=ofAp cat State of Washington ) )59. County of U On this day personally appeared before ntc 1 l to me (mown to be the individual described in and who executed the within and foregoing instrument, and acknowledge that he/she sighed the same as his/her free and voluntary act and deed., for the uses and purposes therein mention& GIVEN under my band and official seal on this 1u day of_ 20 jk LAM N TRAN NOTAW PUBW STATE OF wASm*OTIN NY CMWn=M ExPrM ARMY 2, an Notary's signature J - Notary's printed name—.1,�1i�� NA : Notary Public in and for the State of Washit9tott. My commission expires U QWQ061; - Falsely erro ft uwvw occupUlOcY is sNOM ro Q CM[ penalty of iS, 000, in adman to am), criminal pauftes. J RECENEC.^1 Public Health - Seattle and King County +� �j11 Re D. u r Site Design Application Form for Individual On -Site S ye 1At3i 3SS) ON Submit 5 copies of application with 4 copies ofplans)y nepartment Use Only Approximate G t7EVELOP EWTTACH A DETAILED ROUTEI DI CTION Site Address: 30149 10TH AVE SW,FEDERAL WAY,980MUN MAP FOR LOCATING THE PROPERTY. Name and address of property owner I RAMON MALLARI 3014910TH AVE SW,FEDERAL WAY,98023 Applicant Street Address P.O. BOX 1281 Name CONSTRUCTION LLC, BOSCOCity-Zip Code IBUCKLEY,9021 Phone Last First Designer Street Address 1P.O. Box 262 Craig A. Whelen,Whalen Designs L City -Zip Code IMonroe,99272 I Phone 360-794-5506 THIS IS NOT A PERMIT PROPERTY INFORMATION: Legal Description Attached K] Parcel # (APN) 1 5 11 15 13 12 10 10 14 1 17 1 Section: 10 16 I Township: 12 11 I Range: 10 14 Subdivision Name: 1 MARINE VIEW ESTATES ADDN KCSP#385017 Lot: 12 1 1J Block: I. I IJ Property Size 1 3 15 1 1 1 7L?_L1 Sq. ft. Acreage: 10.81 Rural Area Urban Area ❑ Distance from property line to nearest sewer: 1> 13 10 10 1 Water Supply U (IP) I = Individual ® Group A Supply 7L] Group B Supply Public Water Supply Name: I LAKEHAVEN 1 ID# Sensitive Area: U (Y?N) If yes, specify U (L,W,O) L = Landslide W = Wetlands O = Other SYSTEM INFORMATION: New System U Repair Design U Correction of OSS Failure? U Y?N Detailed Plans Attached (4 sets) U Y?N Type of Building S 1 F SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: I I I — 1 °' 1 I G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other ATU-DRIP Dates Soils Logged: 10 17 11 19 11 18 I Soil Logs Data Attached: (Min.4/lot) U Y?N Depth to Watertable or Restrictive Layer: 13 10 1 Igchq# 8 Maximum Slope in Drainfield/Reserve Area 12 1 1 CALCULATIONS: 2 Number of bedrooms: u Total Gallons/Day (450 minimum): 31 10 10 I Gal. Soil Texture Type (1A-5) �� Application Rate: � I Gal/sq ft/day Total Absorption Area: 7 Sq. ft. Trench Width r0' I inches Total Drainfield Length: 31 17 15 I Ft. Septic Tank Size: Gal. Garbage Grinder U Y?N Pump Chamber Size (if needed) 11 7 Gal, Trench Depth (min/max): 16 1 I/ 1 6 1 I inches I understand that failure to comply with the Code of KIng County. and of Health Title 13 may result In the disapproval of the sewage systembeingproposed in this application. Non-compliance may lead to revocation of my Designers Certificate of Cam ' andforpprapriate ar on by the Health Department 151I�17� I I I 10 2Q18 Designer's Signature: ��--� K.C. ID# Date: FOR HEALTH DEPARTMENT UWE ONLY: APPROVED (date): 10 _3 l-2o l & Comments �' W e in5i-� tl BY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS r OTHERWISE PROVIDED BY CODE 3, ® Pre -construction meeting required between designer, installer, builder prior to permit issuance APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DIS7'05AL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE THIS APPROVAL SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER wR..t:SSED OR IMPIOD. THAT D-t. -V ppgg NTAPERM �5 FOR THE SITE WILL BE ISSUED. THIS APPLICATION EXPIRES TWO YEARS FROM DATE bF APPft(3j f .cz Rj ry r U :I `, y'j fx 1 See attached SiCe''bdiictency _Sheet . - -f ! Any person aggrieved by. any deck* dr Rnal'artlet of the Hea.h Cifficer may file a written applicat n fai appal to the Health Officer within 60 calendar days of the dale of the above decl*n. (Tllie 13, K.CAO:H: Chapter 13.12 - Sewage Review Committee). CS 13.15.97 Rev.7/21/00 EA ipNmet4 'AL EA L i of +1 S ' 6 vayss j qd Ave q y b{ `� aQ 3rtl PI5 + S yob d cc 3rd Avts SVPf �U y � a 0 S"YPI¢ Gc �hA _..0 s $Id lt{ ( O� p FIS _ R � 'h N S aAV t5t AA V f lstAveS lslAveS 3 E Tt 1c m¢ Qa o o r + sW SP 3•P :5 ®. d_ a Ms Id R l _ N S tVi CD 0 `r. 01 N Io Ind Ave SWLn N CD 0)TT A 6 �• 1 U Znd AYt SW ° 7 P . w n N r 4 i 2nd PI SW a 0 ce) E j Ms a6Y PIC — O U '11S tnY P4 U MS,(,P¢ CD Co aau. .v ar. sW a •+ta •at1..„yt O Q r 9 £ rPed attl bL!R y D .M Art SW .Q d .Ih PI SW a' w t t0 E Ms -IV 4, ° oa v3 OE yv� a U `+N f `2 3 c 6m Art SW �Mrror Lake Pp C L ai w u N a' u 6th Ave SW L5 s' 0 t h g N 6th PI SW ISM MSv -61h PIsW ar0 MSatYV16 5 N c Th My SW -- o -7th Ave SW � � 61h Av a SW V. r ., sW N `s w Q91h Ave SW I OIh Aea S11' MS.AVYIPI a ? K 4 P•. lod Avt SW v6NAt� MS •tY WIt 111h Avt SW i �4 es� ?(j• ` I11hNSW - 12d1AYe SW- -- 191h Are SW 121r`pe� _1Lh Ave SPI L L M 9 u N M U V. , $ Vh Ave SW ^, t 16M Avt SW 16I1, A. SW 161h Ave SSw N 40\\ �� O $ •a 9p 1Th Ave SS'-- 2_ Ste. _ao u Y ti 7EN Avt Sh' L g M 19MPISW a MS id 41pZ S �HVOC MS ° L f= ro c6 N h4b1Z N aW ^ AAS 21p AVt SY __ _ tp �d D) /�.CL c V x Sri .�- 5 F O L e E r0 v 23d Art SW' � `td R A All hr Pw t *1 { 73d Are 33 S N g O�` 2i1h Aw SW 2UhAve SN' Q A H 251h Avt 0 y Np aL-•r ll MS nnY Vi52 O r 0) r r 0 District Waiver Request Date: October 26, 2018 Attach this request to the application in question. Property Address: 30149 10"' Ave Sw Federal Way 98023 Parcel Number: 4054550010 Name of person maldng request: Craig Whalen/Whalen Desipns LLC_ Phone Number (360) 794-5506 Identify relationship to subject property:( designer, owner, developer, builder, etc...): Desi ner -The applicant/designer is requesting a waiver of conditions described below: 1.I am requesting a waiver from the minimum required absorption area (Table 13.28.070 Title 13) 450 gallons per day(150 gallons per day per bedroom) Justification: 1. this structure is a 2 bedroom ADU. The state code allows for a minimum 240 gallons per day for two bedrooms and this design is for 300 gallons per day. • Proposed mitigation measures (attach separate page if needed) Reason this will not be a public health concern: 1.The amount of sewage generated from a ADU will be less than the 300 gal/day it is designed for. all supporting documentation): �n} r , it k. Gorr '� . ©mPc?LQ,1, ! S �T�aGKS -ure h7a6h fut �c . ro r a.A A tQ, Comments from field Sanitarian: Decision Conditions of Approval: Person reviewinA request for District Waiver: Title: ' S ' Signature: Date:} a 1401 'IR UE BUIL nmmr� A Great Way to A Great Home PLAN SUMMARY: Plan Type: Single Story Plan Name: Shasta Footprint: 26' x 38' Living Area: 884 sq ft Garage Type: None Bedrooms: 1-2 Bed Baths: 1 Bath • Narrow Lot Plan • Great as a Cabin Arlisl rendering and/ or plan may shoe optional features nol inchfded in base price. 26' CLOSET 2' 5" MASTER BATH MASTER BDRM 15'-5" x 12'-11" 9'•r x 4 �W i6 p �1 162 sq 11 C g� �%]j pOS2 0,• 3'-1 PANTRY t � fi qn M + i r KITCHEN 9'"2'r t0'•9' BH xgfl 0 DINING/ NOOK 9'-x 6' III 70 eq ft COVERED PORCH 25'4" x T-T 90 sq fl sq R LAl1NDRV 73' x 5'•5' �n EO m i LIVING 511 13'242 sq ft I Single Bedroom Opt. 26' OFFICE/ OPTIONAL BEDROOM 10'-4" x B'-B" 09 sq 11 HALL a4 sq ft M �I KITCHEN J tV"t•x 7•D- 85 mft f DINING 10'-1"x 9' 2" 93sgft DECK 25'-4' x 3'-7" 90 sq ft MASTER BDRM 12'-0"x 11'-5" 137 sq ft LIVING 14'-6"x 15'-B' 227 sq ft Two Bedroom Opt. WesternWashin on: 253 272-530Q I -+ okane: 509 255-3939 1 T i- itie • 09 3- Public Health Permit No ON0162341 Date Issued 10/31/2017 Seattle & King County LQ'Expires 10/31/2019 PERMIT TO REPAIR ON -SITE SEWAGE SYSTEM System Type Gravity Owner Name UNDERHU I.. KEVIN T Bldg, Type Single Family Const, Type R Parcel No 5153200427 Valid By EE0100119 Location 30149 10TH AVE SW Lot Number Plat Name Additonal info: (253)535-3457 Installer WOODCOCK, MIKE MI205 Designer: 1. The installer must perform all work in accordance with Title 13 (Board of Health Rules and Regulations #3) 2. Issuance of this permit does not constitute an approval of the site or work cnntcinplated or performed. 3. OCCUPANCY OF THE BUILDING AND USE OF THE SEWAGE DISPOSAL SYSTEM ARE PROHIBITED UNTIL AN AS -BUILT PLAN IS SUBMITTED TO AND APPROVED BY THE HEALTH DEPARTMENT. Mound Sys.Site Prep Designer Date Mound Sys. Bed Prep Designer Date Pressure Test Designer - Date Do Not BACKFILL (Cover) system until BOTH Designer and Health Department (E.H.S.) have approved (OK'd) to i3AC%FILL. OK To Backfill Disapproved Date Designer OK To BackfiIl Ej Disapproved Date �l1 L20t? E.H.S. Final Cover (Approved) Disapproved Date Designer Corrections Required 6rnc- L 1 i k ba4111 }� A (See reverse side for more corrections) (Master/Associate) Installer was present at the above property supervising placement of final cover. Time Date I have complied with all the restrictions and recommendations as lasted bythe system designer, and certify that either 1, or A Certified Installer employed by me, was present AT ALL TIMES during the installation. Name of Master Installer (please print) Signature of Master Installer Date�.. w1k �_ - 5105 Pileparr, — Tl+ivt 105 V C7re r . _7;jh tC InCTI-.9r F1to2 . N�Uv (9 Nb, D • ox P,-.S#fEp To A&^ Tic�Ifi7aii,� mm, lot Pests .4r f,vp..I d�T iP►�c s VJ WAY :.. . , •, i �P�,� s�s3z�o yz7 Pie �, �� ' • ' ° » - '� '��" �--•-- sty �� i' lot � 70 roli ' �-41M i15lA"i W # .5-W MkW APPROVED ol.� G ^ n�� I Ste . � LE -KING COUNTY' TY' � � 3 k i EHS j ' � DA Fa RETURN ADDRESS .!' JE Please print atsntiy or type intbrmation Document Title: King County Fonn--Seller's Notice af0n-81to Sewage System Operation and Maintenance Requirements Reference Number(s) of Related Documents: REF 15at>H�snDU Grar[tor(s) (Last, First, spud WildalF Initial) Grantee(s) (Lgst, First, amd Middle nitir l) MIC PUBLIC Additional Rethmoe Ns on page T- AdditloW anu wrs on page Legal Dweription (abbreviated form: let, block, Plat" soctiop, tOW921414-ri ►gi, qu■stcrlquprter) Addidorwl legal is arMe Assessor's Property Tax ParecilA000unt Number rr�` S �J �— AdditioW pamdYls on page 1•he AuditortRoomler will rely on Opt informstion provided on this form. The Mtwill dol tmd tha documents to verify the accuracy Of oomplcte[taes of [he lrtdwci[rg irtfortrrstlon provided herein. — drk ... .--- NWMLS farm 22U Selliws N011ce of C$s Hey. 4100 page 2 at 3 11i Ocapyilghl 2001 140OW841 Mullfrft tistlap Service ALL WatiiS 1tE$fRVE0 KING COUNTY FORM - SELI.ER'S NOTICE Of ON -SITE SEWAGE SYSTEM OPERAT10N AND MAINTENANCE REQUIREMENTS As5e560eO T3K Parcal ID#: 1. Seller Is the owner 01 real roperty wilNri tcirt Coup , which is legally described as follows, L-Utw 1 � u)_P/ r�-� � I �-t - u-r " Ln-v 2. The above described real property Is carved by an on -site sewage system COSS"). 3: The Code of the King County Board of Heailh, Section 13,6G.005 establishes certain respon- slbllltles of the OSti owner with respect la the operation and maintenance of an On -site Sewage System, as falfows: A. The OSS owner Is responsible for the continuous proper operation and maintenance of tha OSS, and shall: 1. betermina the Wei o€ sollds and scum In the septic tank at leant once every three (3) years for residential system with no gwbalia grinder and one -a every yeafif a garbage grinder Is Installed and, unless otherwise pfovidad In tinting by the health officer, once every year for commercial systems. 2. Employ an approved pumper to rvm soptage from the tank when the level of solids and scum indicates that removal 1s necessary.., 3. Cause preventives malnienanoelsystem pnrfafmance rnortil❑ np Inspections to be conducted and aryl indicated service to be performed by an approved person at a minimum frequency In accordance with Table 13.60?1 unless otherwise esto' blished by the health offcer or the sewage review committee. 4. Operate and maintain all OSS In accordance with this Wa, with partinent alternative system guidelines Issued by the DOFF (State of Washington Duparlmer=t of Hpatthl and with the approved OSS owner's operating and maintenance instniction manual..' b, protect the 088 area Including the reserve area from: a. Cover by structures or Impervious matmiah b. surface drainage; c. Soil compaction, for example, by vehicular traffic or lfveStock; and d. -Damage by soil removal and grade alteration. 13. Maintain the flow of sewage tq the OSS at or%allow the approved design both to quantity and ` waste strenglh. - - - - • - 7. Direct drains, such as footing of roof drains away from the area where the OSS is located. I HYNLS Form 22U serfors htattce a( ass Rev. 4101 ?ago a of 3 ocapyr[ahl Not Norlhwou Multiple Lisling Berv'foo ALL RIGHTS RESERVED I,QNG COUNTY FORM - SEL,LER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS a. The owner shall not allow: 1. Use or introduction of strong bases, Wong adds oK organic solvents info an OSS for the purpose of system cleaning; 2, Use of a sewage system addictive unfass It Is specifically approved by the DON; or 3. use of an USS to dispose of waste components atypical of residontlat wasiewaler, for example, but not limiter! to, patroleum products, paints, solvents, or pesticides. SOW Dala Seller, fate STATE OF WASHINGTON ) } Ss: COUNTY OF KI ] _ On this day of before me personally �11 (rporffhi year) CAW appeared, ,�CJI I and 'elj /� ! #�=>C�, to me known to a tha in ual S described herein a5d WE exeerlte the at r ng nstrument as os hair free and voluntary act and deed forthe uses and purposes herela stated. Given under my (land and official seal fhis ZAday o€� (month) (year) =1y �-5', Print Name; M��Was 1�R1i_C�q'---- - .. NOTARY PUSUC in and forahe Stale of y�., ; 4 s Washington Residing al•. c��, �. �,�s _ MY Appointment Expires: 10/25/2017 Public Health OPERATION PERFORMANCE . - REPORT Seattle & King County LQ Environmental Health Division,14350 SE Eastgate Way, Bellevue, WA 98007, Tel. (206) 477-8050 Inspection Type: PROPERTY SALE - Correction Status: No corrections made Tax ID: 5153200427 Inspection Date: 09/25/2017 GENERAL SYSTEM TYPE: Gravity with Garbage Disposal Site Address: 30149 10TH AV SW City: FEDERAL WAY Mail Address: City OSM Company: FLOHAWKS OSM Name: TOM BRONSON F65 Submitted 10/11/2017 by: Zip: OSM Tel#: 253-848-2371 COMMENTS & GENERAL INSPECTION NOTES ❑eflclencles Noted: dell ciencies must be corrected to ensure proper longevity of the Onsite Sewage System. OLET DID NOT TAKE LIQUID WELL - LINE TOOK 150 GALLONS IN 20 MINUTES BUT RAISED LIQUID LEVEL TO FLOODED -DID RECEDE IN 10-15 IINUTES AFTER TURNING OFF WATER -LOCATED POSSIBLE BAD SPOT 20 FEET FROM TANK- CUSTOMER EXPOSED -WE WENT BACK 9/26117 No PULLED SOME ROOTS OUT - LINE IF FULL OF THICK SLUDGE - UNABLE TO GET JETTER PAST FIRST 90 DEGREE BEND GENERAL SITE & SYSTEM CONDITIONS The General She and Syslem Condlt;ons were: All Components accessible for maintenance, secure and in good condition: Fully Irrapecled NO-Wd*n' If a dye test was performed, did the dye surface? (NIA If no dye 1aso NIA Effluent leaking onto the surface of theground from any oompmen:? (If yee, explain In comments) ND Improper encroachment (roads, buildings, etc.) onto component(s)7 NO Component settling problems observed: NO Subsurfaoe components adequately covered YES Period average daily flow (gallena per day) Site malntananoe required (e.g. LandsGepe rne(ntenance) If yes, describe in comments: NO Occupant eompllanos problem (eccvpaht not operating the system properly). If YES, describe In notes: NO Slructum connected to onslte sewage system oocupled. If NO explaln In comments: YES Alterations made to the OSS (valves adjusted, timer settings modified, ports installed, etc,) (If YES, describe in noles): NO Risers and lids secured: YES OSS Working Properly NO-DeficeW Pre -failing Signs NO Record Drawing Modified NO Record Drawing New NO ONSITE SEWAGE SYSTEM INSPECTION DETAIL 'This component was: Fully Inspected Effluent level within operational limits (If NO explain in comments): YES All required baffles In piece (N/A = No baffles required): YES Effluent Filter Cleaned (NIA = Not Present): NIA Compartment 1 Scum accumulation (Inches, if other specify): 1 -Compartment 1 Sludge accumulation (Inches, If other specify): 3 Compartment 2 Scum accumulation (Inches, if otherspedfy): 0 Compartment 2 Sludge accumulation (Inches, if other specify): 0 (Pumping needed: NO A moditatlonlrepalr was oompleted on the component (If yes, provide detali In eommentay NO This component was: Fully bupecled Component appears to be functioning as Intended: YES A modification/repair was completed on the component (If yes, provide detail In comments): NO ReportlD: 629669 View inspection reports online at www.onllnerrne.com Page 1 of 2 Tit s Component was: Fully Iwpeded Component settling problems observed: No Surface water, downspouts diverted away from dralnNeld: YES Load test performed wHh satisfactory results (WA = Not Performed): No Defidenl Evidence or vehicular traffic or 11vWcO over dralntield: NO 04servatlon ports present and eccasslbla:- NO A method, such as aeration, was used to reduce clogging of the blomet In this component (if yes, rovide detail In comments): NO A mocrMcetlonlrepalr was ocmplsted on the component (If yes, provide detail in comments): I NO Thfs nWrr ladkefes cetfain char fer-&', s of the onsife WWage system of Me fNne of WBit In no wayrs fMs mpod a guarantee olope Hon crUm peMmanee. ReportlD• 629889 View inspection reports online at www.onlinemia.com Page 2 of 2 —W V w V V W V W W W 150,05' FIELD AREA 'ARCEL 00425 PER ASBUILT 180,01' I F ❑W y �} PATH ` I 10Q E INFILT4RT N 9 E I AREAS � I �F L I IPA 1 / / 5153200427 / r / FEES TO BE CHARGED FOR PREC❑N, /' 05_ 1� AS —BUILT, AND FINAL INSPECTI❑N J / 510037e EXISTING CRAIG WHALEN c / SHOP Li�iJS6t51 ��N:. EXISTING / i "FIRES 0V13M79 `\ DRIVEWAY A61CNED0 MSERVICECONTRACT 9� any RECORDED P!G ICE ON TITLE I I j° F'�-Crlllr?vs�kT STUB OUTRELEASt EXI ING HOUSE A.T,U. SCALE '=20' 563 L FT GEDFL❑W WASTEFL❑W C n n n n n n 941 � °�a �`x'YFs DRIP DI ERSAL SYSTEM REST RV AREA ;zyfi: — —12" EMITTtSPACING, 24" DRIP NE SPACINGI I l I4111 1 I I 1 17JR1 I �i l 111111111111 I � ' 1lllllllllil � �• #� } � Illlllllllll I l � THREE 1 I I I I I I I I I I I I I OCT 2 9 2 ffl BEDROOM SINGLE I 2 0 0 " EASTATE t FAMILY RESIDENCE MANIF L1 EN �I I I I I I I I I I I I "� I } PR❑PdSED TWO } BEDR❑nM A.D.U. I } S U OUT EL= 1 ; IR❑P❑SED i DIRIVEWA) TIMER AND { ALA M L❑CATI❑N I I I I1 40' D3¢34 4"T L 1 � O O BI❑— ICROBICS MICR6FAST 0.5 ° AEROBIC TREATMENt UNIT IN C Z CONCRETE A65312 W.T. TANK A.T.U, VENT TO B ROUTED UP J SL EXT - I❑R WALL F HOUSE AND 97,5 VEN ED THR❑UGF THE ROOF. 1 / 150Q,GAL PUMP TANK / WIT A SALC❑R 30 i I ENVIF€C?NRENTAL HEALTH n n n n / SL3IIIIIIII '14.1111111111 M I MANIF❑LD EN I{1I1I �7� I 47'R 47'R R n n n n Ililllll IIIIIIII I l 111111 l I PAD ❑SED A.D.U. I I I 11111 375 LINFT GE❑FL❑W WASTEFL❑W PC } IIIIIIII D I DISPERSAL SYSTEM RESERVE AREA M ED I7IP1 I4I I I7JP I I I I I I { 1 1�" MITTER SPACING, 24" DRIPLINE SPACING IIIIIIII I } I I IIIIIIII LINFT GEE FLbW WASTEFL❑W PC f I I 11111 1375 DRIP DISPERSA SYSTEM I I I L11� I I 1 12" EMITTER S AQIN , 24" DRIPLINE SPACING I I , ICI SL 942 I PVBK-1 AIR V CUUM BREAKER VALVES } I 1 r-1 I�"�I v,w % X.ofY� J WQ U o J� XO IiwN wuOA W W n cam 0> LL- W J� ` �`—� -- J z¢~ Q � �—v ----- w v w w w � Q � �_¢ �3 Q �~ 3 = Z qQ o` �r(UwWo J AJw�: p }- ¢ � i�i��. 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Installation manuals for the FAST Unit and SALCOR Disinfector will be provided to the drainfield installer at the lire -construction conference (These are also exact duplicates of the manuals on file at the SHD). P.O. BOX 262 . MONROE, WA 9B272 ^ (360) 794-5506 a (360) 568-8531 - rax (360) 794.6349 ! email; wlialendesigns@holmall,com vial 1,ek1 0x4,cv!a% ,uu�6as5; i],!71 .,y�., Y:� BRAVO PACE 6214q Salcor UV DIsInfection UnO Ju ir�l I� 13ou cpl•me-etbil fol, 120 AC or 12VDC 11me Qnd tWemal aTaym—t 3/4 NPT Ad U00b1e Lit l alldficin) r '11p4 NOT&I i jv) oldlmoodon6 Ire 86010 A os/03/21507 13'04 3906618471 tsbvAa 33RAVtl ��r��;,� �r� �� �aia�r►a�T , ' PAW 02/03 11 W021200'7 la; a4 SMS518474 BRAVO I 4 lL PACC Drip Irrigation Septic System 3.10 Installation Req's 1. Dripfiel.d areas to be construction fenced off to prevent disruption. 2. Vibratory plow to be used to install drip .lines. Self propelled plow as ava-ilable for rent fa:om Vermeer in Puyallup, WA. 3. Da:ipfield and Fast unit to be pressure tested by Whalen Designs at the time of final inspection. 4. Post Installation landscaping to consist of grass lawn. 5. Timer control panel to be adjusted by Whalen Designs at the pressure test to insure proper dosing of 4.0 gallons every two hours. .� SECTION. 3.20.022 Que�irf'Pl./A�JPb' �tic� I��J f ., r,.. 0506 Product Iniorm6fon piesan;sd r /� Supersedes here relfegs caccnsrualGmo £i /i 1/LT !'G f , o' D905 ni lwhll�ll+zn. Consul} Pao- . I Iary re�srding dlsuapancles of Incan9-sleunes. MAIL W., PD. 80X16347, Loulsvillo, IN 40256.0347 visit our web slfe. 5HIP To., 3640 Cane Run Road , Loulsvllle, KY 40211-1061 www.zooller: cord (502) 778.2731- 1(000) Q PUAIP, r-AX (502) 774.3624 Effluent turbine pumps are used in on -site applications that demand more head than a traditional single stage centrlrugal submersible pump. Zoeller Pump Company is able to meetthls need by offering a complete line of submersible affluent turbine pumps. These pumps have been proven In field applications and have many years of development behind them, 'Typical appll- cations Include mound systems, drip systems, and roalroulating medla filters. Alt units Include 000l running submersible motors that do not require extemal water flow to prevent overheating. An outer pump sleave Is not required. Pumps can be Installed directly in a doss tank es long as an efflueniiilter Is used on the septic tank outlet. These pumps can also be used In conjunction with the Zoeller Effluent Turbine Filtered STET' system. FEATURES: Corrosion resistant. • Many models available-1i],1% 27, 35, 55 and 85 GPM. ° 1 /2 thru 3 HP units. 115 and 230 Volt. • 1-14' discharge (10,19, 27 gpm) art" discharge (86, 55 and 85 GPM). • Heavy wall stainless steel pump shall. ■ Franklin Electric submersible motors. • Stainless steel hex drive pump shaft. • Nigh 1_fficlency floating stack. • Glass -filled Noryl discharge and mountingg ring (10, 19, and 27 GPM models). • Stainless steel discharge and mounting ring (35, 55 and 85 GPM models). • No external capacitors or relays required for starting (Y2-1i/2 HP). • Starting box provided for 2 & 3 HP units. • External check valves available. • Pressure effluent filter available. • 10 feet of Jacketed SO type power cord (%-1"/ HP units only). Consult Factory for longer lengths. • Timed dosing panels available. r� F • S 10, -1 27 GPiA Models 35, 55, 135 G1710 Models foar to f� uive, �---- - raze COMIJIT W222a w-i uopyngni i UUr5 LOelier Go. Ali rignis MWVed. 10 GPM Models [-- Pum PERFORM OE CURVE 1DGPM 1 114" NPT DISCHARGE al" Di 76� o �• 0lip- 0ETAGE �e s4D- 'EA you tal •061 E q SC-0 40 i10 — 32 T4- is rl.UV1 FsR I.Mulf 015413 ParlNumber HP V011eg0 Pliasb Amps Singes Hslghl WD-DO05 112 115 1 12.0 6 22-310' SD30.0006 112 230 1 6,0 6 22.318' 5030.0007 112 115 1 1220 0 24-11B" 6000.0000 112 23D 1 6-0 0 24-118' 030•0009 314 230 S 8.0 12 20-710' 27 GPM Models nuanumayr 015045 Pan Number H P Voltag0 Phase 7 Amps stages Ho1gh1 5032-0005 172 115 1 12.0 4 21-IW 6032-ODOO 112 230 1 G,0 4 21.118' 6032-0D07 314 230 1 0.0 6 245110- 50320000 1 23D 1 9.8 7 2671%' 5032 OD00 1-U2 F 230 1 13,1 10 3S 718' 19 GPM Models t2 PUMP PERFORMANCE CURVE 19 GPM 1'/."14P'f DISCHARGE 20D 1HP•05TA0 80 72 240 • 314 HP 7 BTAGE 64 - 20D — 60 7 40 - 160 - 40- 120 112HP >? 5 32 11TRGE 24 go n $ 10 15 20 75 31 enEtalrs vmns 0 20 40 00 00 f00 FLOW PER MINUTE 06414 PadNumber HP V0110g0 Phasa Amps Slagas H61ghl 6031.0005 112 115 1 12.0 5 21.151SGI 6031.DODS 112 230 1 610 G 2f-16116' 6081.ODOT 314 230 1 3.0 7 25.1116. 5D31;11008 1 23D 1 9,0 9 28-110' 35 GPM Models PUMP PERFORMANCE CURVE. 35 GPM 2' 14PT DISCHARGC 140 •[HP• 40 120 — 32 3n1Hr 10D a 24 1QHl r CALM[0 20 00 40 6D t0 �176A5 T D 1n aD 12D t6o 2DD FLOW PERL0110TE 0150.14 Padliumbel HP VoODge Phase Amps Slaga6 Helghl 5033-ODOS 112 115 1 12.0 2 i9.7116' 503MOD6 112 230 1 6.0 2 19-7116' 5033.0D07 314 230 1 0.0 3 22911G' 5033.ODUS 1 230 1 0.6 4 24-16116' 5033-DODP 1.112 230 1 13.1 1 5 29.15116' r, r+ n ,rtn1,1 9nnA 7nPllpr Co. All rlahts reserved. • 4 ' D� c = O C 3 G v cn o cn m n m T m� �m �X CJ� co O 0 cn C) cn a O 2 m D O cn U) C D C) m TI r C n CD 4 z fi i _W O 0 c' 0 m w 4 r O O c 0 cD CD I fD ch c (D X CD cc c m 0 0 to, CD cn c CD m c A � Please till in the shaded areas and drop down menus: This spreadsheet serves as a Guide, and is not a complete hydraulic design. Worksheet 1- Field Flow-_ . Total field Total Quantit of effluent to be dis osed. er day 300 gallons / da Hydraulic loading rate 0.4 gallons / scl.ft. / day Minimum Dispersal Field Area 750 square ft. Total Dispersal Field Area 750. square ft. Flow ner zone Number of Zones 1 zone(s) Dispersal area per zone 750 square ft. 'Choose line spacing between WASTEFLOW lines 2 ft. 'Choose emitter spacing between WASTEFLOW emitters 1 ft. 'Total linear fl per zone (minimum required) 375 ft. per zone Total number of emitters per zone 375 'emitters per zone Select Wasteflow dripline (16mm) Wasteflow PC - 1/2gph ldriline Pressure at the be&ning of the dripfield 35 psi Feet of Head at the beginning of the dripfield 80.85 ft. What is the flow rate per emitter in h? 0.53 gph Dose flow per zone 3.31 Igpm Note: A few States or Counties require additional flow for flushing. Please check your local regulations. Flush velocity calculation below is for PC dripline. Classic dripline requires less flow to flush than PC. Pl-- —f— to f;onflnw'c Hr hnnt 'Tncinn Fl—, —1 Fh-h r'n of voufvnnnflnw c— nr call Rnn-q7s Ifrequired, choose flush velocity Mee How many lines of WASTEFLOW per zone? lines Fill in the actual length of longest dripline lateral ft' Flush flow required at the end of each dripline 1.11gpm Total Flow required to achieve flushing velocity 4.441jUrn Total Flow per zone- worst case scenario 7.751gpm Select Filters and zone valves Select Filter Type BioDisc Filter Recommended Filter (item no.) BioDisc-150 1.5" Disc Filter 0-30gpm Select Zone Valve Type Electric Solenoid - Recommended Zone Valve (item no.) 0 0 Dosi nci Number of doses per day / zone: 12 doses Timer ON. Pump run time per dose/zone: 7.33 mins:secs 'Timer OFF. Pump off time between doses 1:52 hrs:mins Per Zone - Pump run time per day/zone: 1:30 hrs:mins All Zones - Number of doses per day / all zones 12 doses / day Geoflow, Inc. Wasteflow Design Spreadsheet V.2003H 7119/2018 Pressure losses may be grossly overstated, particularly if designing with WASTEFLOW Classic The letters on the diagram(right) match the letters in section 2 below. INorks:,he f - PU °.- Section 1 - Summary from Worksheet 1 Flow required to dose field 3.31 glarn Flow re uired to flush field 4.44 gpm Flow required to dose & flush field 7.75 Vpm Filter BioDisc-150 'No. of Zones 1 zones Zone valve Dripline Wasteflow PC - 1/2eph Dripline longest lateral 94.00 ft, Section 2 Flofhead_f-1_ (_ Presstire3'. A. Flush line - Losses through return line Size of flush line in inches 75 inch L.enob of return line 74 ft. Equivalent length of fittings 5 ft. Elevation change. (if downhill enter 0) 5 ft. Pressure loss in 100 ft of pipe 7.16 ft. 3.10psi' Total pressure loss i-om end o 'dri line to return lank 10.7 ji. 1 4.61 psi B. Dripline - Losses through Wasteflow dripline Length of long st dripline lateral 94 ft. Minimum dosing pressure required at end of dripline 23,10 ft. �; 10:00 psi Loss throw =h dripline during flushing 30.03 ft. 13.00 psi Total mininnan required dri line ressure 53.13 11. 13.00 psi .A+B, Minimum Pressure required at beginning of dripfield CALCULATED pressure required at beginning of dripfield 63.79 ft. 27.61-psi' SPECIFIED pressure at beginning of dripfield (from worksht 1) 80.9 ft. 35.00 psi Great! SPECIFIED Pressure is greater than CALCULATED Pressure requirement. Go to next step C. Drip components - Losses through headworks Filter 4.6 ft. 2.00 psi Zone valve pressure loss (not in diagram) ft.psi Flow meter pressure loss (not in diagram) Tt743 ft, 1.05 psi Other pressure losses :. ft. - psi Total loss through drip components 7.05 ft. 3,05 psi D. Supply line - Minimum Pressure head required to get from pump tank to top of dripfield Size of supply line in inches 1 inch Length of supply line 74 ft. Equivalent length of fittings 5- ft. Hei ht from pump to tank outlet 5 ft. Elevation change. (if downhill enter 0) 0 ft. Pressure loss in in 100 ft, of i e 4.96 ft.1 2.15 psi Total gain or lossfi om pump to. field 8.9 ft. 3.86 psi Total dynamic head 96.8 ft. 41.91 psi Pump capacity " 7.8 gpm jPump Model Number ; JZOELLER TURBINE 19GALIMIN Voltz / Hp / phase 1115 VOLT 112HP Note: Pump capacity flow assumes flow in dripline does not change during a dose cycle. With Wasteflow For more accurate flows please see Geoflow's Flushing worksheet. If you need assistance designing for this additional flow, please a, See Geoflow flushing worksheet or b. Contact Geoflow at 800-828-3388. Geoflow, Inc. Pump Selection Worksheet, V.2003H 7/19/2018 FR ion �m gm �M c- <v vo va m n= 2 T �� mRnm m gym'^ wo 06� u, < 610, Y $Z 24 j az H�4CgLn m II m ri 0 �ov o O m =�� 11 j0 L7 0 - n O u P m i f m 22 O 0 D K# O m�y vow z v •y—i Z m .�'o mz zz.m� zO w C4=I1 A n ICE" � I IOTH AVE SW - �� EXGWAIE MAIN(_ ` 1 � m Z O i. co = o x a m O iRn O O n NU m o N � O �n 5 m W m 0 Az y z C O= m m m D SNj C) -off yizz'0 -co = r 0�0 VJ ��1 •T=RO 77ym]]O=~� O v O O fn V, —ZjmOF .C� Om y mmz(7��TO��tnzv [ymi� r p C2 _„ y�� ozz�m1 ~TN rmT Z • c y T Z j > C70= X % S REVISIONS DESCRIPTION IT1 O �iiy��O= 1 :, AT>CONSULTING ENGINEERS PLLC CIVIL ENGINEERING IWCE�A� Cmsuh RgEnginee s-oom (253) 737-4173 PO BOX 182, AUBURN, WA98071 DATE MALLARI RESIDENCE SITE, GRADING, & UTILITIES PLAN 3014910TH AVE SW FEDERAL WAY, WA �2)» C col (@®�§��` M�k\} Al2]2Rg2 r§§Fq`$ _ W - � --1 § 5S§)°B2 C) )K2> O w 2§§qf«].. 7§ow—E - «/)4=§ Mg_E§A 7fm§E/e (§om2 c 0 2§)§22 CA 2°RA2) c ,$QfGa �AdBmr \ 00 g R E§ak2q m]/)§ § W - . m z � k k� -a § \�j §\§ �-- ---� °--° t' 3 r §) 2§ REVis DESCRIFInON AT>CONSULTING ENGINEERSPLLC CIVIL ENGINEERING ¥_&PCo--%E*__ ply m PO BOX «gu «, GRADING & UTILITIES PLAN 3014910TH AVE m FEDERAL WAY. a :w..zwv:. :r,;.;� : �wz.�.c..wae,osa�rww+srimcnr�y o.NR. enoaa�e,zzssxoM. urEz �. 11� •AiW1 1 �sy .Qj. 'AO t-j m � m $ > O 0 Z O � n- o N O W C. �jDT � N � N m � 10TH AVE SW m ul y�y�mZz�Twen>�.a i.a�mz� v Zypmzwnr�r om�mg u�gi uZi �gAmcmiT n O mjfoizo �yrn+mzm �6 m� p.. �r-ii vONz^r�ri�m mayy' o0 �o=a~��D�� cn m� [S�zcTi 7�3 mvzm� �Mom m Z Z N 0� 2 RZ1 v��� � o� Ti e�c�-7-7 now cm�c � in o m y O >o w��6 moE0m OZO �,z � � �p� K m� � z z m n m��� PL N0 04 � m m m O O c o 0~ c r O o mig o Z o z m a REVISIONS DESCRIPTION c APCE@APCa>wA6rl9Engincers cam (253) 737-4173 PO BOX 162, AUBURN, WA 96071 DATE MALLARI RESIDENCE TESC PLAN & DEMO PLAN 3014910THAVENUE SW FEDERAL WAY, WA � gtbc+VlenKWmploM➢Q�]ot00}l MWai Peiltlmu\Ovl Mma:p�\u-1M1)nw. +. VA2Wf sr]0a'rr�t wen i. s t , , .1 m z 0 CP O D = m m Z O JC Z IOT n o 4�h m m N a5 C N m y [l1 �3m0 m rn �,] v�mmTgon� Z w I mmCCA�ta'���m y� o [` rt�—aic�o m Nm N y F 0Zi m o N r m —1 m O py ci -UMU Y9 mOm NfTO- O M-!Z'om� -1o`o I it s � m Sbng =.rmocZi m=. O G) OT m REVISIONS OESMUFr ON 12' MIN. AT>CONSULTING ENGINEERS PLLC CIVIL ENGINEERING APCEWCWM%lYEVne M0= (253) 737-173 PO BOX 162, AUBURN, WA 98071 �1E MALLARI RESIDENCE DETAILS 3014910TH AVENUE SW FEDERAL WAY, WA C\Inm\Ha,�\�mpboMVCPMLB03i Mallod pnidvRc\Gn1Um+lyaU3 -19Ull NaV- F�. NtN2Ull l231Al P4L Hume O � z71Fao 0 0 o FYw'm�0<� OZ� 8 _ O m .F Ag a O 00 M Z M r z 0 5-9 M 0 C RSjy� 1A �g+ m c3 yA��g+�IotE c33� IsyBH�� m��mN8g y'"�A1�+ ggo�€g$ 9c�r�g� C/) g o o^o Q, �Fs $ o �� A 0 am TO g 7 m T A i$$yi�Zpiil �x!yo<o1 Z gmy yoZs Cm opO mC = v� O 5 �y ig�m HEg ��ra7i €m m2�'i ¢�1Y Q£� ,�„ c�$o� o vi 0 m c/) REVISIONS DESCRIMON A 01, CONSULTING ENGINEERS PLLC CIVIL ENGINEERING APCE@AP rm01'ngEm} om,mm (253) 7374173 PO BOX 162, AUBURN, WA 90071 DATE MALLARI RESIDENCE STANDARD NOTES 3014910TH AVENUE SW FEDERAL WAY, WA .(e- ^vhllcHaahh-Seattle&King Counry AeamDR -.UAO* ApPlImbosi for Health Deparmeea i App rotyl of Hulldla 1 For huutty or e<ruclu o wcevod by as ou•sac tersvagc (septic) (OSS) Eastgatc Pablk 13ea}th Crates - 1e.3M SF. F.astgau Way q'A9S007 RxwdID Nomber a (246) R96-(932 �►PPlkatlw Fee: W".00 ppl Health Dept. Use Only Tbr mma - -770" documnu and alc T-Guide Page m 1 deufkd rusk map and dlrecdons to property 2. plot plan seakd of 1-1201 yr 1•ti3a1, Il"s 17" m sSss, • bmivc fo0 Fmc and "p , proposed chant" w tLai fit Vrmj • location of srpoc tank and pump tank dramfield and all Lgb'sewer boom • lncaum of>ceeve dialafield area (repair ern) nnES a err Doty • all water hm aand wall odes, @how IDrift ndme aronod all well was Date Rwnwd 75ac3onit No • location ofall cam buddmp Prrmt Tech • location of all dnisr•.aye and pairing areas • all property bouodmea and cae»i n IiiF-C-heed Y. No • all atreeme and bodies of water 3 Floor plane of cabal it ehaoRurt: m the buddme 11"x 17" maxlmam ids aavv. a .. ptirliayaaaM%tloa Adflim ofFmperty 3P15�_ 1_Dt -t CWtcY yr'&� Pmcr] No V r4- CityYa�f.�'] ice- - _ Zip code ��3 Applij 's Name ,,,ctid,.L '%*re -- my. rhos.`— AWb�r's Mail Address 27= I Vkri City T- A& 2sp _ owm's Name i_t�S+V f-.,rf` _ _ Day Phone,-6-7 7�'+•, Age of House a-i. q_ Duixrice to nearest public sewer + rAunaC Sgwrc ftnugcor11M .2L q> Numberofexiermgbodromns3 Squve (rwu>ie to be added --W .lebcrau(�imaber ofbcdrovms "rbmed � Dianipuw of prvpanod cbsaru 'IN [hv f7l Typc of Op Soe Sewage Symoin S p Pp cny Additions or repave to sewage Vam (rive 410m and dcicriee bristly) Describe or anwit any drainfield easmneau, covenants or notices on title, which may Impact the property n Public water ayes ®(water supply with 2 m Water Syatem Name _LM4'yly}rn Liti�d31 i�1 er,i' mm connbotimi Seale 1 D Number �-- Pnvele (cell, spank, etc 1 eturL cnprm ofwell log, well covcomu, chrnuoll0ectmolvpul sampk rsports saaed Initials Dow r Approved ���Dale By n ❑ Dleapprmvd Dais ey' ❑ Hold Due sy APR 19 20M CammealslCoaaiuiiu NO WASTEWATER GENERATING P1J]I�INO EASTGATE ALLOWED CE THE s MWUNMENTAL HEALTH M o• •. n..y RWVLWcrwr••ie ao an •tr a.•.,. Rae iy 1i C a a [[ Giylm i] I7 -Snare Rena Commas arY @q.1F0, viypp, [YJa@, [lr)Sel, IMIAY ONSITE SEWAGE SYSM 1 ` x �f 'l :'uh�?ic Health AS-BUD,TCERTIFICATION�. :OMPLETION ADDRESS OF PROPERTY sarkaRlag tbmry (sub—,. Qu.Mg9-m) . 1NallMvraM)eMran91COYYuaIMf O(•FIW COPY FP}�t'�LI lA.s7) �gpCZ3 I SYSTEM TYPE CTIQU ITy I PERMIT No I n I N to 10171513171Gf APN(PARCEL 4) 151I S_131-ZIGQI?-� LCGAL mscL rvnou O", L)r1QI'1 Moore. Address 3o sS Lfl .Ave 5 Pho Z�'G 3b2 A713 D-d * _ l Address Phone Matter losWW}'Sf11 Y7Ci'4 L.SjLALL�e.� Address.zSSb Lll>aplt (]ai12PA St (/1Wkdj(( ., ph-,�125 ZSS 35'/C- �9bt2& ' INSTRUCTIONS TO (OSS) DESIGNER -1 ATTACH ASEPARATE SHEET•FOR THE AS•BUILT DRAV,TNG PLAN USE SCALE OF I- -6' OR 1-= 30' low swell%17'7 COMPLETE AND 5UVMrF THE ASBLIR.T C11 cxL15T7SYsmj I yl,Ep NFORMATION SHE6T. NSTAU AT(ONPP MIT. DOCUMENTATION Off FINAL COVER, AND OTIIL`R DOCUMEh7S STATUS OF AS -BUILT Aipa +kiTOTHESYSTE (ILLW1a-SEMONS13,44MOI z_%OSQ ❑ Thu w.bmit n u¢ oiLSiRelcry for da: fonomag me(s) ❑ See aunbcd rormne WuplanaLon ❑ ! heleLy cffrly IFat the acenmpanytng dnrnfgaad skecl lrsla;xnnteiy repreens Lhr aynem lmlatkdn the addmlfp#cel wdMakd oboes, and 4hq d! fwnncmmu and CandrfNn (Cptl .Fs P1wflub, dc- rw% f1YnMffffnee or grado. fills, fusee drafal. RC) 1pdgw d O fhe approved ane deVgn[or 44gnn ayporad rrnuoasberm)damd ' hate be rslnplwd wnh I fmba aendfewr y Thal 161 aywW "emu all g"f des K=B Cvumy Onsnc Serngr the Cody. TWO 13, Cade dKmg Caonfy Soars 01HWdl SIGNATURE OF DESIGNER DATE CERTIRCAT10N NUMBER TOB PlfAJED (N BYE ALTI1 DEPARTMENT ONLY APPROVED BY Q' comfmnn (renerckd Fu 1w,14 A ARpl.kiuMo d1000X376 --Dw — r RECEIMED DISAPPROVED BY RECONCILED AS43UILT E C E I V E ❑NEW fbwmucnoN : UNLAWFUL TO OCCUPY DRAWING MkR) 9 2005 PREMISES WITHOUT HEALTH DEPARTMENT APPROVAL OF THE - OSS/SEPTIC SYSTEM AS -BUILT CERTIFICATION u.YJ o[ NViRpE S TGATNTAL HEALTH SE PSFAREFERTOYOUR0%OWNER'S0M"T(NGMADFIENANCEANDTEONSCALSPE(7fTCAMO,%mA AL AND NIMCE ON TTTLE PERTA rMNC A] THE 0% Your OSS has SKlfadpK! OnrR"NeS M or dw-bft lbe roll Wporp0oft system (SAS) fe g. dralydW of und) Kay nun Lhe rypem en WL FOR FURTHER RiPDRMAYIO.Y, CO?TACT YOUR VXkL HEALTH DEPABTMp;a SERVICE CFXIER: 1106)'S96.t933 FLT a a7 ('3-1 5a) -'�/� ' 1 f t serVE 1 I prs�crcJ• f • fr �n 1'= 3a � f r � • liY W.C. 286"M" VOD RdOf Pa $a5c ►+fw VaUay A98R39 4Y6.l5�. e v ON.STft SEWAGE SYSTEMS (OSS) Public Health AS -BULK. h (�j]�up TLON ADDRESS OF PROPERTY ��fs %�J ' r I Seattle a King County f 5ubmll ln� V I (Su=q NEALTNr IPEOrLE a1ALTHY COMMIIa1T1Ef �Poz)g _[ (tips) SYSTEM TYPE 7� GLZ // I PERMIT NO L O 1 N APN (PARCEL #) 4 D I D I,:gj;;n� LWAL DESCRWTION Owner . &11• naw:? Drstgner / Master installer INSTRUCTIONS TO (OSS) DESIGNER STATUS OF AS-BUII.T Phone Phone ATTACH A SEPARATE SHEET FOR THE AS -BUILT DRAWING PLAN USE A SCALE OF 1":20' OR ]" - 30' (max paper sire 11 X 17") 61,Q COMPLETE AND SUBMIT THE AS -BUILT CHECKLIST/SYSTEM INFORMATION S Hr," r. IN Sl'ALiA T10N PERMM. DOCUMENTATION OF FINAL COVER, AND OTHER DOCUMENTS APPLICABLE TO THE SYSTEM (Title 13 — SECTIONS 13S6A50 / 13-%.0S4) ❑ This as-bmlt is uus lidadory for the following reason(s) ❑ See attached comments/explanation ❑ i hereby certify "the accompanying drawing and checklist accurately mptesent the system installed at the addresslparcel indlCaicd above, and that all requirements and conditions (concerning plumbing stub elevations, maintenance of grades fills, surface drains, etc) inditaird on the approved site dcstgn (or latesi approved revision thereof) dated have been complied with I further certify that this system meets all requirements of the icing County On•Sitc Scwage Code, Tide 13, Code of the King County Board of Hcalth �■•! Ja 11�.. DISAPPROVED BY Date DATE CERTIFICATION NUMBER • IN BY HEALTH DEPARTMENT ONLY /i. M. Commrni<. ❑ NEW CONSTRUCTION: UNLAWFUL TO OCCUPY PREMISES WITTif}L1T HEALTH DEPARTMENT APPROVAL OF THE OSS / SEPTIC SYSTEM AS -BUILT CERTIFICATION INSTRUCTIONS TO THE QSS_0WNER§YS3'BM USER: PLEASE REFER TO YOUR OSS OWNER'S OPERATING MAINTENANCE AND TECHNICAL SPECIFICATIONS MANUAL AND NOTICE ON ITTLE PERTAINING TO THE OSS. Your OSS has Rahadoiei Orulosdfng It or distnrhing the soil absorption system (SAS) (e,g. dratnaeld, wound) may esuse die pstem lef li. FOR FURTHER INFORMATION, CONTACT YOUR LOCAL HEALTH Il LiPARTMEhT SERVICE CENTER: (206) 2964932 ,Yuri 21,' 04 01t39p Brian Smith 253 537 3413 p.2 REPAIR AS BUILT Scope ems+ D 6w �� � ono '►nweoirrl� bate�t��yr i.w ►�nfEM` I we 1054-" Mlles [j s �CL"� Wky '�kIR S �u1cr wow ►Z7 41=1ey 301 q S 1 o"-- Arc. 5w - Room- WAY - eoreel'L S15-3800 DES :DkCPk 14D 1 e7. S Lr•��+►3- Fear 0� 10 57x�abal� �71a.Ltaa+t ,ntaC.aW4 ` k8" 31ft4co a 62-S'ern 7' w+ Cttise�. "{may S[1Rlt '�+1C--rlbllc t4e-j t)VB 6FL Rerr3(q 'i4w� K� 1tQ scker.-ep 0.►TL--I- C W F1tis14 Cawtpt- Gpt�bj EpbS�t ja7 hw}si] ev,pt Q, 6sra.'��r — 'Dasr, ALMUK On Wv.'r 1 44k FederalCITY e. Way DEPARTMENT OF COMMUNITY DEVELOPMENT REC E" 'E D 33325 81h Avenue South Federal Way, WA 98003 253-835-2607;Fax 253-835-2609 NOV 15 2018 1+�v�v.cilvaF%dcralti�ay.com CITY OF FEDERAL. WAY COMMUNITY DEVELOPMENT ACCESSORY DWELLING UNIT (ADU) FEE: Contact the Permit Center at 253-835-2607, or permitcentercilloffederalway.com � j _ 00 FILE # QU 1 10� ✓ � RELATED FILE #s: Owner's Name: r _ Address: 1 dt" Daytime Phone: 2LU 'Z - 3!�JTax Parcel#: S _ 3 ZQb4 Z7:V Zoning: Lot Size in Square Feet: 35 1--4--2— Type of ADU: ❑ Attached %W-Detached Is this a: X New ADU ❑ Existing ADU Existing ADU was: ❑ Approved by King County (Provide a copy of the permit.) ❑ Other Construction of existing ADU completed in 19/20_ Construction of existing residence completed in 19�6 (0/20 Which is the owner occupied unit: t9-Primary Dwelling Unit or ❑ ADU Number of square feet: 12-'b Primary Dwelling Unit S 0 V ADU Provide the following information: Utility District Water & Sewer Certificates of Approval for the New ADU -* King County Public Health Department Approval (if septic) g Heating Type: ❑ Electric K Gas ❑ Other ❑ Electrical Capacity: Primary Dwelling Unit Letter of Application & Deed Restriction (attach) ADU FLOOR PLAN DRAWINGS (Provide the following; refer to page 3 for an example.) ❑ Floor plan of the primary dwelling unit and the ADU✓ ❑ Plumbing (existing & proposed/ ❑ Mechanical — HeatingNentilation/Air Conditioning (existing & proposed}/ ❑ Entrances of primary dwelling unit and ADU (existing & proposed) 'Ceiling Heights/Room Sizes for ADU Elevation of the proposed ADU with the primary dwelling unit ADU 0 Bulletin #049 — December 21, 2015 Page 1 of 3 k:\HandoutsWDU Application ADU SITE PLAN DRAWINGS (Provide the following; refer to page 3 for an example.) Scale/north arrow V'Sireet/driveway location VLot dimensions IRr"i?rimary dwelling unit V/ADU footprint (if detached) 'Building setbacks from property line Location of utilities & easements how location of three on -site parking stalls ❑ Locate the entrance of the primary dwelling unit and the ADU N/alculate the total impervious surfaces coverage for the site (Include the existing and proposed roof area, driveway, patios, and walkways.) - ❑ Other DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge and further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made. 11 Signatur of Applicant Date WAIVER: Approval of the ADULand Use Application does not constitute approval of the building permit. Application and approval of the building permit is a separate process. OFFICE USE ONLY ❑ ADU Status: ❑ Legal Nonconforming per FWRC 19.30.140 XNew ADU ❑ Assigned Address of ADU Deed Restriction/Letter of Application Rec'd Recording Number ❑ Other Approved by ❑ Conditions of Approval 'f , Date 2 `j IT Bulletin #049 — December 21, 2015 Page 2 of 3 k:\Handouts\ADU Application () Lakehaven WATER & SEWER DISTRICT 1 �- - --- CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT ❑F' Lakehaven Water & Sewer District — Development Engineering Section 31623 — 1st Ave S # PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ® Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 5153200427 Site Address: 30149. - 10th Ave 5W Lakehaven GIS Grid: GG 06 Ex. Bldg. Area to Remain: UNKNOWN sf New Bldg. Area Proposed: 4.074 sf Applicant's Name: Mallari WATER SYSTEM XNFORMATION 1. ® Water service can be provided by service connection to an existing 8" diameter water main that is approximately 15+ - feet from the site. 2. ❑ Water service for the site will require an improvement to Lakehaven's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven, for any new/modified service connection); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: The existing "x 4" r UPC & Lakehaven-standards. o determine if ' adee uate for the proposed use Water Service Connection application required. for any new/modified service connection. Comments/special conditions: tanr3r� ressure gre ter than 80 osi ootentlal. Pressure Rena Valve ❑otentially lnd_icated. canta� local b u i Id in g official for re Q ul re rnen ts &Jor a dd ition a I I nfor mat Ion. The nearest fire hydrant is approximately 210+ - feet from the Property (as marked on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 1,000 GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional information. 538 Pressure Zone Est. Meter Elevation-GIS: 342+/- Est. Pressure Range at Meter(s) (psi): Min. 76, Max. 84 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: i]E E OPMENT ENGINEERIi11G SUPERVI50R Q Signature: Lam- JL�[ A- _J -- Ix Date: ! " 5153200427 wtr.docx (Form Update 1/3117) Page 1 of 2 5153200427 wtr.docx (Form Update 1/3/17) Page 2 of 2 PROPOSED PRIMARY DRAINFIELD (ADU), BY OTHERS RESERVE DRAINFIELD (ADU), BY OTHERS RESERVE DRAINFIELD (EXG RESIDENCE), BY OTHERS EXISTING SHOP 161.2' EXISTING PRIMARY DRAINFIELD (EXG IESIDENCE), BY OTHERS L .��-- TAX PARCEL NEW ASPHALT D/W 5153200425 ROOF OUTLINE EXISTING .\ RESIDENCE \. I 7.5' BSB 1000, TAX PARCEL 5163200427 ✓ i i TAX ARCEL 515300432 513 SF, 2.55' DEEP LIMITED INFILTRAAOf DRYWELL PER KCSWDM SECTION C.2.3.4. TOP OF GRAVEL @ ELEV = MIN V BELOW ADE, ACCOMMODATES 2,024 SF OF ROOF *SITE PLAN. POINT OF CONNECTION FOR ALL ADU DOWNSPOUTS EXISTING RESIDENCE CB #1 RIM = 321.15' IE = 320.15 1 -FJ G W-A IER (RAF) J / EXISTING RESIDENCE C3 I I I _ I LuI a� I �I c �I x Luw� 0 Q � � i I T I FH (REF UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING V ) UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS W Z SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AT W AND THEN POTHOLING ALL EXISTING UTILITIES LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY Z VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF r _ SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF Z Lu CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE 0 J ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. u V PROJECT SUMMARY: ZONING: IRS 15.0 MAXIMUM IMPERVIOUS SURFACE: 50% MINIMUM FRONT YARD SETBACK: 15' MINIMUM SIDE YARD SETBACK: 5' MINIMUM REAR YARD SETBACK: 5' LOT SIZE: 35,172 SF PROPOSED IMPERVIOUS SURFACE: 2,325 SF PROJECT APPLICANT: MR. & MRS. RAMON MALLARI 3014910TH AVENUE SW FEDERAL WAY, WA 98023 LEGAL DESCRIPTION: MARINE VIEW ESTATES ADD LOT 2 OF KCSP #385017 REC #8506190892 SD SP DAF LOT 6 TGW N 40 FT i LOT 7 BLK 5 SD SUBD w mi I PERMIT NO.18-XXXXXX-XX-UP -� APPROVED co W Z Lu 25 Q W Lu Q� J w L W 0 cn z z g O a S j U W W � o DATE 08/13/2018 DRAWN RG CHECKED AEP NOV 15 20 CITY OF >_ COMMUNITY 'JJOB NO. 2018022 SHEET NO. c 1 w 0 w u- co Lu v DATE Il PLANINFO OPENING CHEDU OK SOFIEDUIES VAIHP f PLAN DESIGNED TO CONFORM TO THE 2015 IRC, IBC, UPC, IMC AND THE 2015 WSEC CODES VAPOR BARRIERS CRAWL SPACE: 6 MIL BLACK POLYETHYLENE. LAP SPLICES 12" MIN, UNDERFLOOR 3!4" T&G EXT.OSB GLUED & NAILED TO JOIST OVER UNFACED INSULATION WALLS: TYVEK WEATHER BARRIER BETWEEN OSB SHEATHING & SIDING. VENTILATION ALL EXHAUST FANS VENT TO EXTERIOR EXHAUSTFANS: KITCHEN: 100 CFM BATHROOMS: 50 CFM LAUNDRY: 60 CFM WHOLE HOUSE FAN FOUNDATION( CRAWL SPACE 16" X B" SCREENED VENTS 11300 OF CRAWL SPACE AREA A79-Q VENTED BLOCKING OR SOFFIT AT EAVES PER PLAN RIDGE VENT TO MOO OF ATTIC AREA FLASHING ALL DOORS At4D 1A11$ ^SQ�:'- NS7ALLED VYliif C01111, HEAD OF SEALANTAND SELF ADHESIVE FLASHING, Z- FLASH NG TOP W/1 /4" NON- CAULKED CLEARANCE TO SDING.UNO PER SIDING MANF. $per INSTALL 2-FLASH R'G TOP W11A6' NO* CAULKED CLEARANCE TO SIDING LIND PER SIDING MANF. ELECTRICAL WSEC R404.1: MIN.75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES TO BE HIGH-EFFICACYLAMPS. OUTDOOR FIXTURES CAN BE INCLUDED IN THE 76% OUTLETS SPACED PER RC E3901,21: OUTLETS INSTALLED NOT MORE THAN 6FT FROM ANY POINT MEASURED HORIZONTALLYALONG A WALL(EXCLUDING BATHS/ UTILROOMS). PLAN LIGHT PLACEMENTAS REFERENCE ONLY. ELECTRICAL CONTRACTOR TO DETERMINE PROPER PLACEMENT, ELECTRICAL CONTRACTOR TO DETERMINE LOCATION OF OUTLETS AND FIXTURES ACCORDING TO CURRENT STATE AND LOCAL BUILDING CODES. OUTLETS OR FIXTURES SHOWN MAY NOT BE INCLUDED UNLESS NOTED IN SELECTION SHEET. CABINETS FOLD VERFY ALL DIMENSIONS PRIOR TO FABRICATING OR PURCHAS94G CABINETS SUB -CONTRACTORS RESPONSEILE FOR VERIFYING ALL HOMEOWNER OPTIONS CABINET LAYOUT AND SCHEDULE AS REFERENCE ONLY. SEE MANUFACTURES LAYOUT. y1gn3@rL1Ctt ALARM�IN1 s IRO Rat A & R3] 5: WAE AIJA•Ilj; RA6: - 1w rcuP INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA, AND OUTSIDE EACH SEPERATE SLEEPING AREA LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED PER THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72 20 MIN F CnMBUWTIDN SMONE g}Aw A CAR DNMONO1n0EMM�ASIg - S1.AOFOAiAfadREO(nREYFXTSB USTEDABOVE Co/se INSTALLED ON EACH FLOOR, AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS LISTED AS COMPLYING WITH UL 2075 AND INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AT -D INTERIOR DOOR SCHEDULE PRODLICTCODE TYPE COUNT WOO HElplir 1668 HC DOOR 1 1'S 6'-0' 1246E HC DOOR 1 2'd' 6'A• 1266E Sc DOOR 1 Z-W SJr 43066 BP SLIDING DOOR 1 6'-0' 6-6- EXTERIOR DOOR SCHEDULE FiRODUCTCODEJ TYPE 100UNT WIDTH HEIGHT or DOOR / or DOOR 1 R DOOR 1 ge GARAGE 1 16'-0' B'-0' SLIDING GLASS DOORS USTED IN WINDOW SCHEDULE (IF USED) ABBRFVM7mg HC=HOLLOW CORE/ BP= BYPASS/ BF= BIFOW/ PD = POCKET SC = SOLID CORE. SAFE & SOUND- UNLESS NOTED OTHERWISE FX = FIXED/ HS = HORIZONTAL SLIDING/ SH = SINGLE HUNG/ DH = DOUBLE HUNG/TEMP =TEMPERED SAFETY GLASS/XOX = (3) PANEL- CENTER FIXED (2) OUTSIDE SLOE IN/ SGD= SLIDING GLASS DOOR WINDOW SCHEDULE (PRODUCT CODE WIDTH HEIGHT COUNT 13010 HS temp 3'-0' 1'-0' 1 JOIN HS 3'E' 1 SW HS bus HS lamp �5'�' 510- 2 5050 HS S'-0' s FAIN. VINYL FRAME DOUBLE PANE WINDOW W/AREA X70[W TIED AV0. UFACTiOfi DF MNL 01! WHOLE HOUSE VENTILATION Table M1507.3.3(1) Continuous Whole -House Mechanical Ventilation System Airflow Rate Requirements NUMBER OF BEDROOMS Dwelling Unit Floor Area (square feet) 0-1 2-3 4-5 6-7 I f >7 Airl low In CFM < 1,500 30 45 60 75 90 1,501-3,000 45 60 75 90 105 3,001 -4,500 60 75 90 105 120 4,501 - 6,000 75 90 105 120 135 6,001 - 7,500 90 105 120 135 150 > 7,501 1 105 120 135 1 150 165 Table M1507.3.3(2) r,t Whole -House Mechanical Ventilation Rate Factors''" Run -Time Percentage in Each 25% 33% 50% 66% 75% 100% 4-Hour Se ment Factof 14 3 2 1.5 1.3 1 'For ventilation system run time values between those given, the factors are permitted to be determined by interpolation. "Extrapolation beyond the table is prohibited. FRESH ILIA INTAxE; OPERABLE YANOD1% PROVIDE OPERABLE WINDOWS IN ALL HABITABLE SPACES (FAMILY, BEDROOMS, DINING/NOOK) UNDERCUT DOORS MIN-1/2" ABOVE FINISH FLOOR SURFACE FOR FRESH AIR FLOW CONTROL AND OPERATION: PROVIDE MANUAL CONTROL AND 24 H R AUTO CLOCK TIMER SET TO A PERCENTAGE OF 24 HR RUN TIME AS NOTED IN TABLE M1507.3,3 ALL VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE WATER HEATER: ELECTRIC HEATING: ELECTRIC AIR HANDLER WITH HEAT PUMP MIN. 9.0 HSPF DUCTTESTING Provide a copy of Ihe''Ducl Leakage AffidavK for New Cana Wction' to the building Inspector prior to an approved final Inspection Provide a written report of the Blower Door test results, signed by the testing party, to the building inspector, prior Ie approved final inspection. INSULATION CERTIFICATE The design professional or builder shall complete and post a 'Insulation Cerfiftate for Residential Construction' within T of the electrical panel prior b final inspection ENE13i3Y CREDIT 3 : 1.0 CRED1T Air -source heal pump with minimum HSPF of 9 0 To quality to claim this credit, the building permit drawings shall specify the option being selected and shall specify the healing equipment type and the minimum equipment efficiency ENERGY CREDIT 1a: 115 CREDIT EFFICIENT BUILDING ENVELOPE 1a: PmscdpWe compliance Is based on Table R402,1.1 wilh the following modifications: Fanas4anon U.= 0 28 Floor R-3B SHEET INDEX GENERAL NOTES Al FLOOR PLANS A2 ELEVATIONS & SECTIONS A3 DETAILS & NOTES A4 BUILDER/ LICENSE INFO WA STATE LICENSE TRUE B ILT HOME REG: CC TRUEBBH925CD UBI: 602-792-223 CORPORATE OFFICE EXP: 2/4/2019 & MAILING ADDRESS: OREGON STATE LICENSE 3831 S 12TH LIC.# 197155 TACOMA, WA 98405 EXP: 7/9/2019 (253)292-9092 IDAHO STATE LICENSE LTC,# RCE- 33193 EXP: 3/19/2019 THIS PLAN LICENSED FOR ONE TIME USE ONLY. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF TRUE BUILTHOME, DEVELOPED FOR THE EXCLUSIVE USE OF TRUE BUILT HOME. USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF TRUE BUILT HOME IS PROHIBITED AND MAY SUBJECT YOU TD A CLAIM FOR DAMAGES- OWNER REALIZES AND ACKNOWLEDGES THAT ENTRY UPON THE DEVELOPMENT OR THE PROPERTY DURING CONSTRUCTION GAN BE DANGEROUS AND THAT HAZARDS MAY EXIST WHICH ARE NOT OBSERVABLE OWNERS ENTRY SHALL BE SOLELY AT HIS OR HER OWN RISK OWNER DOES HEREBY WANE ANY AND ALL CLAIMS AGAINST CONTRACTOR FOR INJURY OR LOSS TO PERSON OR PROPERTY ARISING OUT OF OR IN CONNECTION WITH SUCH ENTRY BY OWNER OR ANY OTHER PERSON ACCOMPANYING HIM OR ENTERING AT HIS DIRECTION, AND OWNER SHALL DEFEND AND HOLD CONTRACTOR HARMLESS FROM AND AGAINST ANY INJURY, LOSS, DAMAGE, OR EXPENSE TO PERSONS OR PROPERTY ARISING OUT OF OR IN CONNECTION WITH ANY SUCH ENTRY. TRUE BUILT HOME HAS FULL AUTHORITY TO MAKE PLAN CHANGES WHILE IN THE FIELD. THE HOMEOWNER M USTVERIFY THAT ALL INTERIOR AND EXTERIOR SELECTIONS ARE CORRECT. THE ORDER SHEET PROVIDED BY TRUE BUILT HOME MUST BE VERIFIED BY THE HOMEOWNER. THE HOMEOWNER ASSUMES COMPLETE UABILITY AND MUST VERIFY THAT ALL SELECTIONS ARE CORRECT WITH HIS OR HER SIGNATURE I PROJECT/ CUSTOMER/ SITE ADDRESS I MALLARI SHASTA RAMON & AURORA MALLARI 30149 10TH AVE SW FEDERAL WAY WA, 98023 PARCEL#: a se OW n LL¢ mo. 0 m �a �>+m 2. ° ¢ J mo CC 0 ¢ ¢H .MM � L m �I— VJ Q f/) 3 Q 3 Cr to Q Z J W O v W m O Q m LL � R MALLARISRASTA DATE: 11/9118 PRINTED: 11 /91201 B ORIGINAL DESIGW PLAN DRAWN BY: PJ CHECKED BY: - Al 4 w m 0 x J_ m PLATE H£N3}fT� b T�L � IY 12 5� �S CfI�LFNTI.AP �. ■ ELEVATION BACK_ (NORTH)_ SCALE: 1/4" = 1'-0" PLAT£ NE&r/i F ie _S_UBFL. TOF. ELEVATION LEFT (WEB SCALE: 1/4" = V-0" ELEVATION RIGHTJEAST SCALE: 1/4" = 1'-0" UtPI COMP. ROOFING LL'eMWTSHAKE SYx&5W 1.2 SM498LLY BAND L4A EAVE GUTTERS& DOWNSPOUTS PER SELECTION SHEET 1: BEAM WRAP 1a<POST WRAP (n LAP FIARY DOOR PER$ELEC WN SHEET ELEVATION FRONT jEjOUTH SCALE: 1/4" = V-0" ml1 w m 0 U_N J 0 7 wam m QN�'2 � °J o1. cc �4�m a C/) 5 a � 3 a N g ¢« aF3 JN Z O Q Om J aCL m W S 0 W U G a m D: rML[MI S}tASTA DAIS: 11/9118 PRINTED: 11/9/2018 ORIGINAL DESIGN/ PLAN: - DRAWN BY: PJ CHECKEDOr - A3 VERIFY EXTERIOR FINISHES. T SELECTION SHEET SUPERCEDES PLAN ELEVATIONS. FRAMING NOTES: 1. SUBCONTRACTOR SHALL FOLLOW ALL STATE & LOCAL CODES. 2. DRAWINGS ARE NOT TO BE SCALED. PLEASE NOTIFY BUILDER OF ANY SUSPECTED ERRORS OR OMISSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. 4. DESIGN IS BASED ON 1500 p.s-f. SOIL PRESSURE UNLESS NOTED OTHERWISE PER GEO-TECH OR ENGINEER S. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS PERTAINING TO THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES USED DURING WORK. 6. PROVIDE FIRE BLOCKING AT ALL PLUMBING, ELECTRICAL AND ELECTRICAL PENETRATIONS. 7, HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR RELOCATE ITEMS OF 'VALUE TO BE REUSED AND/ OR SAVED, OR IN ANY DANGER OF BEING DAMAGED DUE TO CONSTRUCTION PROCESS. B. WHERE REQUIRED, USE 3000 P.S.I. CONCRETE FOR FOUNDATION WALLS, PORCHES, GARAGE SLABS, STEPS ,AND OTHER AREAS EXPOSED TO 'WEATHER PER I.R.C. TABLE R402.2 MINIMUM COMPREHENSIVE STRENGTH IS AT 28 DAYS 10. NO CHANGES TO THESE PLANS MAY BE MADE WITHOUT THE CONSENT ,OF THE GENERAL CONTRACTOR OR THE BUILDING DEPT. LANDING BY -OWNER: R311.3 FLOORS AND LAN IN HQS AT E7LT'ETiIOR DOORS_ THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). R31111 5AM FUEVAi10NSATTHE �• UPI M EGRESS DOORA_ THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7-3/4" (196 MM) BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. OUTSWING DOORS MAX. 1-1/2' DOWN TO LANDING OR FLOOR. LANDINGS AT DOORS OTHER THAN THE REQUIRED EGRESS DOOR MAY HAVE 2 OR FEWER RISERS DOWN ON THE EXTERIOR SIDE OF THE DOOR, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRWAY. SEISMIC SHEET METAL ❑2 STRAP WATER HEATER (2)1/3 FROM TOP & BOTTOM. PER UPC 507.2 ELEVATE ALL SOURCES OF IGNITION MIN. 18' OFF GARAGE FLOOR HOUSE & GARAGE SEPERATION: MIN. 1/2' GWB. TAPE AND MUD ALL SEAMS. 5/8' TYPE 'X' GWB ON CEILING & STRUCTURE UNDER UPPER LIVING SPACE. SEAL ALL PENETRATIONS WITH FIRE RATED MATERIAL. MIN. 1-3/8' SOLID CORE OR 20 MIN, RATED DOOR, SELF CLOSING W/ GASKET ATTIC ACCESS: MIN.22' x 30" TIGHT FITTING 1/2' GWB LID. WITH WEATHER STRIPPING. MIN.16" BACKING TO INSULATION DEPTH- MIN. 30" HEADROOM ABOVE. ALL WALLS CONTINUOUSLY SHEATHED ALLSHEATHING: MAINTAIN 1/0" GAP PER MFR. INSTRUCTIONS FOUNDATION NOTES: - PROVIDE APPROPRIATE BLOCKOUTf IN FOOTINGS OR WALLS FOR PLUMBING & ELECTRICAL STUB -OUTS. -16' x B" SCREENED FOUNDATION 'VENTS ARE TO BE INSTALLED AT 1 SO. FT. PER 300 SO, FT" OF UNDER FLOOR SPACE. -WHERE REQUIRED, USE 3000 P.S.I. CONCRETE FOR FOUNDATION 'WALLS, PORCHES, GARAGE SLABS, STEPS ,AND OTHER AREAS EXPOSED TO WEATHER PER I.R.C. TABLE R402 2. MINIMUM COMPREHENSIVE STRENGTH IS AT 28 DAYS FLOOR FRAMING NOTES: MFR. I -JOIST FLOOR SYSTEM PER PLAN 'W/ 3/4" OSB T&G SUBFLOOR GLUED & NAILEE PER ENGINEERING GLUE & NAIL EACH SHEET IMMEDIATELY MAINTAIN 1/13" GAP PER MFR. INSTRUCTIONS ROOF NOTES: ALL SPECIFICATIONS ARE UNLESS NOTED . OTHERWISE PER TRUSS AND FLOOR MANUFACTURER AND STRUCTURAL ENGINEER. - COMPOSITION ROOFING. - ROOF VENTILATION, 1 SO. FT. OF VENT FOR EVERY 300 SO. FT. OF ATTIC AREA. -ASPHALT SHINGLES SHALL BE FASTENED ACCORDING TO MANUFACTURERS INSTRUCTIONS TO SOLIDLY SHEATHED ROOFS. NOT LESS THAN 4 NAILS PER EACH 36' TO 40" STRIP SHINGLES AND 2 NAILS PER EACH 9" TO 18" INDIVIDUAL SHINGLE. (TABLE 15-B-1) - PROVIDE A MIN. 22' X 30" ATTIC ACCESS PANEL WITH TIGHT FITTING, SELF -CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED .SPACE. - ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. -ALLTRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS SPECIFICATIONS. - ALL TRUSSES WILL NOT BE FIELD ,ALTERED WITHOUT PRIOR BUILDING DEPT. ,APPROVAL OF ENGINEERING (CALCULATIONS. - ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. -ALL CONNECTIONS OF RAFTERS, JACK OR SHIP TRUSSES TO MAIN GIRDER TO BE .PROVIDED BY TRUSS MANUFACTURER TRUSSES @ 24' O.C. (U.N.O. INTINUOUS VENTED SOFFIT (LP SMARTSIDE OR !UIVALENT.) )GE VENT & SHED ROOF VENTS USED 'B SHEATHING: 'TALL PSCL SHEATHING CUPS. BLOCKING MAY BE USED IN PLACE OF CUPS. L SHEATHING: MAINTAIN 1/8" GAP TO ALLOW R EXPANSION. 'WATER HEATER NOTE .All electric hot water heaters shall be placed on an R-10 pad when located in an unheated space or on a concrete Boor, A thermal expansion (compression) 'Lank shall be installed on water heater 'tanks. JOIST & INSUL TRUSSES — PER PLAN GABLE BRACING INSULATION PER PLAN PORTS �1ZI fid TOE NAIL EACH JOIST R511 i .` y / 1 SINGLE TOP PLATE CO NNECTED I'll�� AFFRWED STRAF-OR UEL, TOPFLATE a)(a' y7y>0$KILINE yV/JOIST P,T eCT1'OM i'IhTEATTAC,FIED ORF'aNYUVA1.45 �•ABS�B-GG•`.SIHGLE 6TOILY LOA3}I A' pCIRNOSIORi LQWI . S ACTLWTgp NNL9 � 0' O C. STRIP FOOTING PER PLAN (TYP. I- STORY: REBAR X12, 2- STORY: 6X16) W/ & JOIST PER PLAN ITE CLOCKM AS -.2Rx.1FLSQT:p ESTRWASPLICES T17PPUTE 4- %E' OR EUILT UP i:( HERDER I XS-i _INEW.%JOIST I SILL PLATE& AB.'S PER I Z *. z MIN. —WRB•FOO1KN0 PER PLAN _ -- ALL STRUMIRAL DETAILS TO BE SUPERCEOED BY ENGINEERING l!LINOEFILAYMENT & ROOFING PER PLAN E7/1F OSB 1/T PLYWOOD ON IXPOSED EAVE-UNLESS SOFFIT IS USED DRIP EDGE OVER �dI UNDERLAYMENT 5/4 x 6 GABLE FASCIA 2X4 LOOKOUTS @ 48" O.G- LET-IN GABLE TRUSS (NOTCH PER MFR) EXTERIOR WALLPER PLAN — GABLE TRUSS PER PLAN W/ OSB & SIDING PER PLAN GABLE P WALL - OPEN EAVE MANF TRUSS INT WALLS: I' Olt V2' TYP ZX4 I EQUIV G'WB [@16"O.C. CEILING W!DOU BILE TOP Kr-141GWB PLATE WALLS SOLID BLOCKING � -B� 6LI WVLIE II M-SCARING SUPPORTS PER IRC R502 7 INTERIOR WALL INTERIOR WALL HANDRAIL: MIN. 1 1/4- MAX 2 SIB- IN DIAMETER �! " PROFILED RAIL OR SEPERATEATTACHEO HANDRAIL . �� LESS THAN 4" MAX*PACE• . STANDARD INTERIOR m RAILING: 2%41GW'BW, I I U� '�F85 THA ` 6" MAX A35 EACH SIDE OR STD ON ONE SIDE ` t%6 CAP I I IF OPEN MIN.10' /r NO VARIATION PROVIDEFIRE BLOCKING J n IN STAIRS & LAND ING 12- RISER RISER HEIGHT •`��• GWB ENTIRE UNDERSIDE OF STAIRS &LANDING (3, Bd TOE NAIL • STRINGER TO THRUST BLOCK I6d-gC0c IN JOIST OR ELOCK*n BELOW THRUST BLOCK ALL SPECIFICATIONS ARE UNLESS NOTED OTHERWISE PER TRUSS AND FLOOR UANUFACMJRER-4=- TYPICAL STAIR DETAILIASTRUCTURAL PPLGA" ENGINEER (IF EXTEND GWB TO PEAK PEAK N IF NO CEIUNG GWB STOP GWB @ CEILING IFEWIRE EXT, HOUSE GARAGE LID GWB WALL @ GARAGE 1/TGWB TAPE AND MUD ALL 1/TGWB EAMS• EXTEND DRYWALLTO GABLE PEAK OR CEILING TO SEAL ATTIC AREASEAL ALL PENETRATIONS WITH FIRE FLOOR JOIST PER PLAN RATED MATERIAL • GARAGE SLAB FOUNDATION A PER PLAN A D 4: 4) GARAGE/ HOUSE SEPERATION EXT. WALL PER YSTEM o0 ANCHOR BOLTS U.N.O: PLAN N MIN. I1T x10' @ 6' O.C. ' - (SINGLE STORY) 4' O.C.(TWO STORY) P-T- SILL PLATE MIN. EMBED T, WASHER & NUT ON MIN, 6' TO EACH BOLT. MIN. 2 PER GRADE SLOPE G PLATE• IT MAX FROM IN FIRST OO' t'. OTTOMOF PLATE BREAKS & ENDS FROST DEPTH yOISTTO REBAR: PERLOCAL ROUND. 12' O GIRDER Q (1) #4 BAR HORZONTAL- JURISDICTION MAXATFROMTOPOF WALL & OPTION BV (1) #4 BAR MID -HEIGHT OWNER:OF WALL DAMPROOFING TOP OF FTG TO _fe IL V.S. �`u'" OF (2) #4 BAR NORZONTAL FINISH GRADE FOG. (IF RED.)T � 3' COVER aIIN. FOOTING SIZE A B C O NON -MONO POUR: 1 STORY 12" (1)#i VERT. @ 4B" O.C. EXTEND TO 3'FROM 2 STORY 15" d6'fi" 8" BOTTOM OF FOOTING. EXTEND MIN-14"INTO 3 STORY 1B"8' STEM WALL 6] TYP. FOUNDATION DETAIL 2 x 6 RIDGE BOARD 2"X 6" RAFTERS @ 24' O C SUPPORTED 0 6, O.C. W12" X 6". ON TRUSS CNOR 2" %6" VALLEY BOARDS NAILED TO EACH TRUSS WI (3)160"W ROOF SHEATHING UNDER OVER FRAMING• 2 CARDER 7 pULkN OVER FRAMING PLAN WA.LLPER riP. RDOE 30 YR ARCH. COMP_ ROOFING MIN. 15# FELT 7/16" OSB- 6" O.C. EDGE/ IT FIELD STAGGER SHEATHING 1/8' GAP PLY CLIPS MFR. RAISED HEEL TRUSSES PER PLAN @ 24'0.C, (U-NO) INSULATION BAFFLE W/ MIN PAIR SPACE TO SHEATHING SHEAR BLOCKING: OSB NAILED TO BIRDBLOCKING GABLE METAL DRIP EDGE 16 OVER UNDERLAYMENT TRC EAVE METAL DRIP EDGE UNDER UNDERLAYMENT RAISED HEEL yg TRUSS & \ l SEAMLESS ALUMINUM GUTTER & DOWNSPOUTS (VERIFY) RID SIMPSON H-1 5/4 x 6 EAVE & HEADERS (LLRO.) @ GABLE FASCIA EVERY TRUSS EACH END HARDIE CONTINUOUS Z-METAL VENTED SOFFIT FLASHING 5/6' GWB CEILING WINDOW STYLE PER PLAN WINDOWS: AREA WEIGHTED AVG. U-FACTOR OF MIN. 0.28 514 x4 TRIM CEMENT LAP SIDING WEATHER BARRIER 7/16' OSB 2X6 @ 16' O.C. W/ R21 WALL DOUBLETOPPLATE (UNFACED) SHEATHING TO COVER RIM & MUDSILL P.T. HF SILLPLATE W/ SILL SEAL MIN. W TO GRADE SLOPE E IN FlRST Ur FROST DEPTH PERLOCAL JURISDICTION 4' CONT.TIGHTUNE ROOF DRAIN (BY OWNER) DAMPROOFING TOP OF FTC, TO FINISH GRADE (BYOWNER) 4' PERT. PLASTIC FTG, DRAIN SET IN WASHED GRAVEL W/ FILTER FABRIC OVER (BY OWNER) I1T GWB WALLS PVA PRIMER W/ PERM RATING LESS THAN OR EQUAL TO 1-0 ON WALLS & CEILING 3/4' T&G OSB SUBFLOOR GLUED & NAILED MFR IJOIST PER PLAN ANCHOR BOLTS Qi A" & REBAR PER FIND DETAIL ES � m � a 6 MIL VAPOR L7 3 � �t BARRIER n .. LAP SPUCES 12' TYPICAL WALL SECTION- SOFFIT EAVES UFER GROUND (2) REBAR STUB OUTS, SPACED 20' APART, TIED TO SAME 20' REBAR IN FOOTING. MIN. #4 REBAR CONNECTED TO MIN#42Y LENGTH W/ (2) TIE WIRES EXTEND UP THROUGH STEM WALL MIN 6' 'STEM GROUNDING CASED ELECTRODE w 0 J m 7 0 z O Lu z O O m 3 IL UW � 0 2 o0 Fa x3m z N W o� y2o Qa 0 LOim �Fw I 0 r Q CD 5 Q L Q m Q = m J Z�Jmae Q J C O � w °' U L ¢ CI ¢ i�lwi3a MALLARI BRASTA DATE: 11018 PRINTEUk 1118121018 ORK"INAL DESIGNIPIAN: - ORAWNSY: PJ CHE.CKEO BY: - A4 F4 EXISTING RESERVE DRAINFIELD (EXG RESIDENCE), BY OTHERS IPROPOSED PRIMARY DRAINFIELD (ADU), BY OTHERS I I I I I VROPOSE ,SEPTIC TAN r ASSEMBLY f 1 f --322 1 116.5' N o PROPOSED RESERVE ' 1� 1 I DRAINFIELD (ADU), \ \! l BY OTHERS \ I \ l\ 13,Qga II I NEW ASPHALT\DIW I P� ! I a I \ I I PROPOSERADU m J EXISTING \ l FF = 321. RESIDENCE \ e I ' d TEMPORARY} I I TREE \ PROTECTION FENCING J all 900.p' SEpg Tr I I I � v ! } EXISTING SHOP TAX PARCEL ; o M 5153200427 � � UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL f AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS I-PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. APPROVED a PLANNING City of Federal Way Dept. of Community Development Kiti Permit # L 8 —1 vS s -- A- Vk By 14 - . W w W 4" HIGH LAIb8d6P G WALL Z — 324.32 TOP �32 2 TOE 325.23 TOP 2i.39 TOE L/ Z W • 325.33 TOP 320.74 TOE PROPOSED RETAINING WALL (BY OTHERS)_ 41EA PT UMP BY OTH EXIING ' OUTLINE RESIDENCEMPORARYTREE FROOF ROTECTION FENCING TOE T OF CONNECTION FOR DU DOWNSPOUTS 2 TOE k1'32OP 8 TOP 4 TOP TOE 19 LF 6"0 PVC SDR-35 @2.0% SLOPE CB '324.11' E. RIM A: � As kA`��i ' + IE=319.65.�Q� I IE=319.60 C4 y I' 513 SF, 2.08' DEEP LIMITED INFILTRATION DRYWELL PER KCSWDM SECTION C.2.3.4. .a TOP OF GRAVEL @ ELEV = 320.36', -17,{ F�43211 I , Y1C gMMODATES 1,901 SF OF ROOF �ss10NAL PERMIT NO. 18-XXXXXX-XX-UP APPROVED DATE ti o co 04 m X 0 m 0 ti M ti M N U w h 0 U a w U 0- Q w Uj U J LU LU � Q � < J ~� Lww w a 0 U' a Z 0 a co a U w N [If w 0 2� 1 � I I I co DATE 08/13/2018 DRAWN RG RESUBMIITE CHECKED JAN 2 3 2019 JOB N0. COMMUNITY DEVELC AEP 2018022 SHEET NO. C2 Q 0 w m co w Q 0 W 0 M AFNLOVcD s I TE put4lj D0P4TINUoU5— VENTEDSOFFIT .._ ...------......... _. _... ---------------,_. ._., 4x1 B1 E� Ea i iI 1 I ACCE SS l y1x 5:12 12' RAISED HEEL youm—a c- W,?Ilw OW ....... .._........ ' RA n ... ............... 139 I 4A DFFt "LF1R •i 14, 61 FIAT >�1$ 3OFM SIY •'S� ib __..._.__....... ... ..... ........... 5RtUC'TVRAL ................. ETIi{I58 J e II LOOKOUTS FLAT 2x4®41r0C ROOFPLAN BEAM CALCULATION REFERENCE. SCALE: 1 /4" = 1' O" O SEE LETTER SIZE CALCULATIONS PROVIDED BY DESIGNER. LEGEND VAULT AREA (SCISSORTpUS5ESy: rs LIFER ELECTRICAL SYSTEM UR GROUNDING' SI CD0.YRETE OVER CQ1TP 'i ED GRANULAR FILL BACK DOWN TO ARA0e 0" (TYP. rmlwl1) CDF1T. F7 UROER DOOM LIFER ELECTRICAL 0 SYSTEM , J GROUNDING IYH 17,17 fl sr4r ' i6 i O •. LOCATION ' ---- _. .---•-•-2x4 PONY WALLS WECONTNUOUSCx12'P.T.BOTTOMPLATEAWLYr w NED YEN N 3'FROM CORNERS, - FROM POINT LOADS & HOLDDOWNS ACCESS:!_____y MIN W X ' ACCESS CRAWL SP. B MIL VAPOR BARRIER THROUGHOUT. LAP SPLICES MIN 12' A11E'I wlso. y4•Tao EutwLvw 13UEDaNA1LEO ^ . SEE FLOOR MFR LAYOUT _•_••__••_ _____•_ ' _____________ ______A6_______ .._. .___.._._.___._ TYP. PRO: 6-WALL W/S-A 2-FTG s ' 24WVX(' 24'x24-x5' I WI (2) #4 W/ (2) #4 •: EACH WAY EACH WAYS I Xi' 1P`-0 24{T FOUNDATION PLAN SCALE: 1 /4" = 1'-0" ALL PONYWALLS DIMENSIONED TO CENTER UNLESS NOTED OTHERWISE W MAIN FLOOR PLAN SCALE: 1 /4" = 1'-0" RE 1TTED JAN 2 3 Z019 CITY OF FEDERAL WAY COMM. UNFTY OP'ME,'NT 2 w J o 0 m 500 W z Uaa NO EZp2� U 3m Big... w I ff Q fw r Q S co 3 1.� O LU QZ o 2 m W O 2 2 A LEL MALLARI SHASTA DATE: 11/9/18 PRINTED: 1/4/2019 ORIGINAL DESIGN/PLAN: - DRAWN BY: PJ CHECKED BY: A2 4 N f IN m z n —n r o Q =x m�' O o U s 4 El m f9e § o Z ma a g .L..-.... �- t O O m m z D x 0 m D 1 � UI 0,O pmo 01 pNo O $ $ 2 a e. 2ti6' •4 z MALLARI SHASTA 1m RAMON $ AURORA MUM 30148 IM AVE SW FEDERAL. WAY o i WA, 98023 'O m PARGEL_ - - — Pil— LA i W 0 H8 to NrxT ta tA a sm HB sal" x*T TRUE BUILT HOME CORPORAWOMICE & MAWNQ AAURE6S: 0 =1 S 12TH TAWMA. WAW"S 0 M E Ps3Y-`-sm to x a>amp '•---------_--_----------------------------------+ 0 PLANES FOR ONETEME USE ONLY. OW18 TRUE E1MT RESUBMITTED JAN 2 3 2019 CFFY OF FEDERAL WAy COMMUNITY DEVELOPMEW PROPOSED PRIMARY DRAINFIELD (ADU), BY OTHERS RESERVE DRAINFIELD (ADU), BY OTHERS RESERVE DRAINFIELD (EXG RESIDENCE), BY OTHERS -E SITE PLAN 1" = 50' W. ru Q 0 1— UTILITY CONFLICT NOTE:co CONTRACTOR THE CONTRA z THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING r V , � UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL r Z AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS _ SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT W w a LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY Z VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF _ SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT (9 GUARANTEED AND ARE SUBJECT TO VARIATION. IF z � Z CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL Lu ti CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE Z J ALL PROBLEMS PRIOR TO PROCEEDING WITH > CONSTRUCTION, u w V PROJECT SUMMARY: ZONING: RS 15.0 MAXIMUM IMPERVIOUS SURFACE: 50% MINIMUM FRONT YARD SETBACK: 15, MINIMUM SIDE YARD SETBACK: 5' u I MINIMUM REAR YARD SETBACK: 5' Uj LOT SIZE: 35,172 SF PROPOSED IMPERVIOUS SURFACE: 2,202 SF ui w� C � W PROJECT APPLICANT: d MR. & MRS. RAMON MALLARI X 3014910TH AVENUE SW Lul FEDERAL WAY, WA 98023 LEGAL DESCRIPTION: MARINE VIEW ESTATES ADD LOT 2 OF KCSP 4385017 REC #8506190892 SD SP DAF LOT 6 TGW N 40 FT C LOT 7 BLK 5 SD SUBD PERMIT NO.18-XXXXXX-XX-UP APPROVED RECEIVED JAN 2 3 2019 CITY OF FEDERALWAY COMMUNCTY DEVELOPMENT U W 0 LJJ Q W 0 DATE DRAWN c �r cn r. Lu w --J a 0 0 M p D m D p >M 0 �� 70 m m n v) CHECKED JOB NO. 0811' NDm o .° 1� F10> o� Q ;° A ( o D n 201 0 SHEET NO. c 1 DATE r PROPOSED PRIMARY DRAINFIELD (ADU), BY OTHERS I i EXISTING RESERVE DRAINFIELD (EXG RESIDENCE), BY OTHERS I rillimilmill 1Il�! i I PROPOSED RESERVE \ DRAINFIELD (ADU), BY OTHERS \ \ I \ l NEW ASPHALT\DIW } EXISTING \ { RESIDENCE \\ l TEMPORARY TREE \ PROTECTION \ 1 FENCING 1 1� r�Q'6EQ,D �+ S�R�Rq Trr� \ 1 EXISTING SHOP TAX PARCEL ; 5153200427 rr ° PROPOSE SEPTIC TAN 0 ASSEMBLY j ilYt�ll•■■ l ! 4" HIGH LANDSCAPING WALL 324.32 TOP 2 To y 325.3 1TOP A 39 TOE IL of POZ>Lq M FF = 321.00 2.0' T 4K N UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING W E UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND IT E PLAN THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE S 1" = 20' SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. o U a cc U) W Q Lu U _J W Z `� o z w �--- WW m m w z Z Q 1 1 UJ Q 0- . UJCO LO N � Q E 325.33 TOP 320.74 TOE �-- PROPOSED RETAINING WALL (BY OTHERS) E CD — HEAT PUMP BY OTHERS EXISTING u a ROOF OUTLINE RESIDENCE 3 TEMPORARY TREE 0 a IROTECTION FENCING t 325.45 TOP w v a 320.78 TOE �a POINT OF CONNECTION FOR ALL ADU DOWNSPOUTS 20.52 TOE o 5A8 TOP �+ z o I 4 5.94 TOP 5.91 TOE w s w 19 LF 6" 0 PVC SDR-35 cl r @2.0% SLOPE CB#1 E. p 1 RIM = 324.11' A; W A3],r��``�� IE = 319.65 T � IE=319.60 0' 513 SF, 2.08' DEEP LIMITED IN E N I DRYWELL PER KCSWDM SECTION C.2.3.4. �o TOP OF GRAVEL @ ELEV = 320.36% �� 43211 �IST'?- 'AC`OMMODATES 1,901 SF OF ROOF ss IONAL DATE 08113/2018 = — — PERMIT NO.18-XXXXXX-XX-UP DRAWN RG CHECKED AEP RECEIVE® JOB NO. 2018022 JAN 2 3 2019 SHEET NO. APPROVED CITY OF FEDERAL WAY COMMUNITY DEVELOPMENI C 2 DATE co w Q 0 M 591 LF FILTER FABRIC FENCE PER DTL 1/C4 LIMITS OF DISTURBANCE AREA=10,671 SF EXG TREE TO REMAIN (TYP) ARBORIST REPORT BY ZEB HENRY, 8/15/18 I EXG TREE TO BE REMOVED ARBORIST REPORT BY " ZEB HENRY, 8115/18 x NOTE; AREA OF CLEARANCE MUST BE LESS THAN ONE ACRE OR ELSE A CONSTRUCTION PERMIT WILL BE REQUIRED FROM THE DEPARTMENT OF ECOLOGY. CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A oef--� > PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF UW5 FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE, 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5, INSTALL OFFSITE CATCH BASIN PROTECTION. 6, CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 7. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 8. INSTALL REMAINING UTILITIES AND BUILDING. 9. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS AND ACCESS DRIVES. 10. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH CITY STANDARDS. 11. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 12. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED S PERMIT N0,17-XXXXXX-XX-UP APPROVED ti m rn m a 0 m 0 a M Lo M Lo r.� Lu Lu a 0 U P 8 Ey Rb:Cit:IVtV JAN 2 3 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPME U ca Z Lu � 0 Q !� co8-4 o �C Q Lu 0 co z z g 0 L D 7X j CJ W N � o C W W N w z W a x 0 M Y N DATE 08/13/2018 DRAWN RG CHECKED AEP JOB NO. 2018022 SHEET NO. C 3 DATE - U o a a 2'V BY 14 Ga. WIRE OR i--� z EQUIVALENT, IF STANDARD JOINTS IN FILTER STRENGTH FABRIC USED F—� m FABRIC SHALL BE �� f lr . Ur SPLICED AT POSTS. z co rl N I! USE STAPLES, WIRE I FILTER FABRIC 4 Z_ RINGS, OR m EQUIVALENT TO ATTACH FABRIC TO W 0- POSTS. W z Z ch 6' MAX. I 1 MINIMUM 4"x4" TRENCH , ~ I.L1 ti BACKFILL TRENCH WITH J ~ POST SPACING MAY BE INCREASED NATIVE SOIL OR 314"-1.5" % C TO F IF WIRE BACKING IS USED WASHED GRAVEL V NOTE: FILTER FABRIC FENCES SHALL BE 2"x4" WOOD POSTS, STEEL FENCE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT SILT FENCE MAINTENANCE STANDARDS s 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. ` 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT, 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. FILTER FABRIC FENCE Cq NTS PERMIT N0.18-XXX)(XX-XX-UP i RECEIVED JAN 2 3 2019 APPROVED CDy pF FEDERAL WAY COMMUNfTy DEVELOPMENT V uJ C07 Lu W J a 0 coo Z 0 O a W W oc o 1 DATE 08/1312018 DRAWN RG CHECKED AEP JOB NO. 2018022 SHEET NO. C4 r DATE ENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOTIAPWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM), IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. S. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19,105.040); NORMALLY THIS IS 7:00 A.M. TO &00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS, 7. IT SHALL BE THE APPLICANT'SICONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY, B. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE. NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITE' OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10, GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOTIAPWA STANDARD SPECIFICATIONS, 11, ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 518" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION, THE AGGREGATE WILL BE 3/8-INCH MINUS. 12, ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 13, OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8) 3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC CONTROL, SHALL APPLY. 15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE, 17. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS, ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3.23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. DRAINAGE NOTES: EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANTICONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEAN NG LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UMTTS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANTICONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANTICONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHWG, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 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 CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED ARM ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12, WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF THE KOSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13, ANY PERMANENT RETENTiONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SMALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN, 14, WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL. BE APPLIED AT AN APPROPRIATE RATE (LE. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW M ULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES, 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-IM (C) (6) (A-G) OF FWRC, 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING, 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #S OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTIONIOETENTION FACILITY SHALT. HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1. 4-2. 4-3, "OR 4.5. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCILI40%-70% PASSING; 2°•41' ROCKr30%40% PASSING; AND -2" ROCKhO%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. B. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIOED WITH DRAINAGE OUTLETS (STUB -OUTS), STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM°. THE STUBOUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NONMETALLIC THE PIPE. SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION, D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNEE) TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANTICONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES ILE. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. U o a W ¢ W l.._!�. H Z m z W� m w C:) [� W a Z w US)H0 Z��� V , I; S Lo E 0) cr LLI a PERMIT NO. 18-XX(XXX-XX-UP � RECE"/r:n JAN 2 3 2019 APPROVED CRY OF FEDE~P,AL WAY COMMUNITY DEVELOPvAENT DATE 08/1312018 DRAWN RG CHECKED AEP JOB NO, 2018022 SHEET NO. C5 P. DATE W PLATE _ HEIGHT r OD SUBFL. T.O.F. _ ELEVATION BACK (NORTH SCALE: 1 /4" = V-0" e�, -rxel; 4x6 FLAT. HOLD UP ONE PLATE. PLATE STRAP SIDE OF TOP PLATE W/ HEIGHT 36" CS14 IF LAPS LESS THAN 4'. O TOP OF SHOWER (MAAX 9 SS3660) op co ti SUBFLOOR 7 RAISED HEADER DETAIL. A3 SCALE: NTS PLATE HEIGHT SUBFL. T.O.F. r co ELEVATION LEFT. ES ELEVATION RIGHT (EAS SCALE: 1 /4" = 1'-0" L�T TOTAL HEIGHT _ _ _ _ _ _ 12 5� HEEL HEIGHT o _ T _ PLATE HEIGHT A �— r 00 SUBFL. T.O.F. APPROX. GRADE RIDGE VENT 12 �5 LANDING & STEPS BY OWNER MAX. 7-3/4" STEP DOWN ENTRY DOOR PER SELECTION SHEET ELEVATION FRONT (SOUTH SCALE: 1 /4" = 1'-0" ARCH. COMP. ROOFING CEMENT SHAKE 5/4x6 W/ 1 x2 5/4x8 BELLY BAND 5/4x6 EAVE GUTTERS & DOWNSPOUTS PER SELECTION SHEET 1 x BEAM WRAP 1 x POST WRAP (7 ) 5/4x4 WRAP 5/4x4 CORNER CEMENT LAP RECEIVED JAN 2 3 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMEWI W 0) W H W Z 0 at 0 LL CD Z g a w 2 0 = W66 I— v W ug 0 J oo w ¢ Z J N Q CV , D / d Q� o N I.I.. I-- 0-6 co<N c� I- •-- Q z c/ / z Qamom z Cn a cc CC U) a a a= c1r) Q Z T 00 w w rn U � 0 rn "4. 0 cc _ r a U a MALLARt SHASTA DATE: 11 /9/18 PRINTED: 1 /17/2019 ORIGINAL' __ _ DESIGN/ PLAN: P.J 0 --a D DRAWN BY: Pi m O o �� � CHECKED BY: Al �DN ono N 1-- o 00 �a o� A3�o cD D o D N -n VERIFY EXTERIOR FINISHES. SELECTION SHEET SUPERCEDES PLAN ELEVATIONS. i