Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
17-102861
CITY OF �. Federal CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor March 6, 2018 Scott Bonifield 30346 10`h Avenue South Federal Way, WA 98003-4104 hon7e@seattlehome.net RE: File #17-102861-00-SU; SHORT PLAT APPROVAL 18th Avenue South (Kumar) Short Plat, *NO SITE ADDRESS*, Federal Way Dear Mr. Bonifield: The Community Development Department has completed the administrative short subdivision review for 18"' Avenue South Short Plat. The applicant proposes to subdivide three single-family residential lots into nine single-family residential lots, stormwater Tract "A" and private road. The City received the application on June 14, 2017, and deemed it complete July 11, 2017. The City of Federal Way hereby grants conditional preliminary approval of the 181h Avenue South Short Plat, subject to the conditions noted below. This preliminary approval corresponds to, but is not limited to, the following documents submitted by the applicant: 1. Two -page short plat drawing, prepared by informed land survey, date stamped resubmitted December 20, 2017. 2. Engineering Plan sheets Cl-C8, prepared by Anstey Engineering, date stamped resubmitted October 24, 2017. 3. Preliminary Technical Information Report (TIR), prepared by Anstey Engineering, date stamped resubmitted October 24, 2017. 4. Geotechnical Engineering Report, prepared by GeoResources, LLC, date stamped received June 14, 2017. CONCLUSION This Decision of the Director is based on the enclosed Statement of Facts (Exhibit A) and is in accordance with the following criteria pursuant to Federal Way Revised Code (FWRC) 18.30.110(2): l . The proposed short subdivision is consistent with the comprehensive plan; 2. The proposed short subdivision is consistent with all applicable provisions of this title; 3. The proposed short subdivision is consistent with the public health, safety, and welfare; 4. The proposed short subdivision is consistent with the ten -item subdivision purpose statement listed in FWRC 18.05.020; and 5. It is consistent with applicable development standards listed in the subdivision code's design criteria, required improvements, other applicable ordinances or regulations of the city, and Revised Code of Washington (RCW) 58.17.060 and 58.17.110. Mr. Bonifield March 6, 2018 Page 2 CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of granting the application. The following conditions are hereby incorporated as part of the short subdivision decision. Unless otherwise permitted in FWRC 18.30.280, all conditions shall be met prior to plat recording: 1) The applicant must apply for and obtain Engineering (EN) approval and authorization to proceed from the Public Works Department prior to construction of plat infrastructure. 2) Remove the King County Health Department signature block. 3) Addresses for each lot must be depicted on the face of the short plat document. 4) Call out the proposed easement for tax parcel #3674400131 and describe it on the face of the plat. A separate document may be provided but is not required. 5) A note must be added to the short plat stating that at the time of building permit application, the site plan for Lots 1-9 must depict where the retained and/or replacement trees will be located per the approved Tree Replacement and Landscape Plan. 6) The applicant shall provide the City's Parks Department a fee -in -lieu payment for open space in the amount of 15 percent of the most recent assessed land value of the subject property and provide a voluntary letter authorizing the city to use the open space fee -in -lieu in any of the Parks Planning Areas the city wishes. 7) The applicant is required to pay a school impact fee and transportation impact fee (TIF) for each lot. The fee will be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect. ENGINEERING REQUIREMENTS Preliminary approval of the short plat does not constitute approval for land clearing or grading, vegetation removal, or any other activities that otherwise require permits from the City. Prior to construction of any improvements, the applicant must receive engineering approval for all road improvements and storm drainage facilities. No permits or authorization to begin construction or site work will be granted until final approval of all engineering plans, the payment of all fees, and the submittal of performance securities, as may be required. RECORDING Upon completion and inspection of all required frontage improvements, stormwater facilities, and other infrastructure improvements, the applicant shall submit as -built plans to the Public Works Department for review. Following department approval of as -built plans, payment of outstanding fees, and completion of applicable conditions of approval, the short subdivision drawing must be recorded by the applicant with the King County Division of Elections and Records. APPEAL PROCESS Pursuant to FWRC 18.30.140, any person who is mailed a copy of this decision may appeal the decision within 14 calendar days of the date of issuance. The decision may be appealed in the form of a letter delivered to the Community Development Department by 5:00 p.m., March 20, 2018, at the following address: 33325 8"' Avenue South, Federal Way, WA 98003. An appeal letter must contain a clear reference to the matter being appealed, along with a copy of the decision. A statement of the alleged 17-102861-00-SU Doc. I.D. 77249 Mr. Bonifield March 6, 2018 Page 3 errors in the decision and required appeal fee must be included. Any additional requirements of FWRC 18.30.140 must be followed. STATE ENVIRONMENTAL POLICY ACT The proposal is exempt from a SEPA threshold determination pursuant to Washington Administrative Code (WAC) 197-11-800(6)(d). DURATION OF APPROVAL Short subdivision approval shall expire five years from the date of this decision. Opportunities for time extensions are available pursuant to criteria listed in FWRC 18.05.090. REQUESTS FOR CHANGE OF VALUATION Any affected property owners may request a change in valuation for property tax purposes, notwithstanding any program of revaluation. CLOSING Any questions or concerns regarding this decision can be forwarded to Associate Planner Becky Chapin at 253-835-2641, or becky.chapin@cityoffederalway.com. Sincerely, �r Bi an Davis Director of Community Development enc: Statement of Facts Short Plat Documents stamped "Preliminary Approval" c: Ken Kumar, kkgeneralcontractor@hotmail.com Ben Anstey, benanstey52@yahoo.com Becky Chapin, Associate Planner Peter Lawrence, Plans Examiner, via email Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer 17-102861-00-SU Doc. I D. 77249 ' A�� CITY OF 1=ejeral Allay Exhibit A Statement of Facts 18th Avenue South Short Plat, File No. 17-102861-00-SU The Planning Division hereby makes the following Findings of Facts pursuant to content requirements of the Short Subdivision decision as set forth in Federal Way Revised Code (F)ATRC) 18.30.110. These facts are in reference to King County tax parcel numbers 367440 0135, 367440 0140, and 367440 0145, Federal Way. 1. Proposal — The applicant proposes to subdivide three existing single-family lots totaling 91,517 square feet (2.10 acres) into nine single-family residential lots, one stormwater tract, and a private road. As shown on the short plat, the following are the net square footage for each lot/tract: Lot 1 7,424 Lot 7 7,200 Lot 2 7,200 Lot 8 7,200 Lot 3 7,993 Lot 9 7,277 Lot 4 7,829 Lot 5 7,371 Tract A 7,346 Lot 6 7,459 Private Road 16,629 Review Process — Pursuant to FWRC Chapter 18.30 `Short Subdivision Plats,' the proposed short plat is subject to administrative review and decision rendered by the Director of Community Development. The proposal has been reviewed by staff from the Department of Community Development, Public Works, Lakehaven Water & Sewer, and South King Fire and Rescue. City staff used the following FWRC development regulations when reviewing the short subdivision application: Title 16 `Surface Water Management;' Title 18 `Subdivisions;' and Title 19, `Zoning and Development Code.' 3. Site Profile — The subject property is located on the east side of 18t" Avenue South in the northern portion of Federal Way. The three parcels total 2.10 acres, with Lot 1 currently developed with a single family residence. The remainder of the site is vegetated with trees, shrubs, and grasses. 4. Comprehensive Plan — The subject property's comprehensive plan designation is Single - Family — High -Density Residential. The proposal provides an urban density consistent with the Federal Way Comprehensive Plan (FWCP) designation. The proposal meets relevant goals and policies of the FWCP. Density and Dimensions — The subject property is located within a Single -Family Residential (RS 7.2) zone with a minimum lot size requirement of 7,200 square feet. The proposal meets the density requirement as noted above. FWRC 19.200.010 "Detached Dwelling Unit" prescribes setbacks, height, parking, and lot coverage requirements. The proposed site plan depicts meeting the 20-foot front, 5-foot side, and 5-foot rear setbacks required by code. Lot 1 and Lot 9 are corner lots; the 10-foot side yard setback adjacent to the right-of-way is accurately depicted. Future building permit applications will be reviewed for compliance with these provisions. 6. State Environmental Policy Act (SEPA) — The nine -lot short plat is exempt from environmental review pursuant to Washington Administrative Code (WAC) 197-11-800(6)(d). 7. Public Notice & Comment — A Notice of Land Use Application for the short subdivision was published in the Federal Way Mirror and posted at the subject property and city designated notice boards on July 14, 2017. No comment letters were received. 8. Critical Areas — The City's Critical Areas Map identifies a Geologically Hazardous Areas (GHA) erosion hazard area on the subject site. The applicant submitted a Geotechnical Engineering Report, prepared by GeoResources, LLC, dated June 30, 2016. Based on GeoResources' site observations and data review, there are no GHAs on site. The residences may be supported on new conventional spread footings or floor slabs bearing on competent native soils or on structural fill placed above the native soils. No other wetlands, fish and wildlife habitat resource areas, or critical aquifer recharge areas were mapped within the boundaries of the subject property. 9. Open Space — As the City continues to grow with each new development and increase in residents, the need for additional recreation demand will follow. Providing open space with the new development is necessary to address the recreation needs of the growing community. As part of the City's Parks, Recreation, and Open Space Plan (2013) the City has adopted the following core values, goals, and policies regarding recreation and open space: Core Value #3: Retain and Improve Our Open Space. Open spaces and natural areas in the City provide an array of benefits to people and wildlife and can contribute to enhancing water quality in the community. Core Value #S: Provide a Balance of Services for a Diverse Population. Understanding the population being served and providing programs and opportunities that reflect residents' needs and interests is a major goal of the Plan. Federal Way's park system should provide a variety of options for active and passive recreation opportunities. Goal B.1: Improve and maintain all neighborhood parks to maximize safety, visibility, usability, appeal, and identity. Policy B.2: Plan for improvements to neighborhood parks based on their unique potential and designated role in the City-wide system. Policy B.3: Explore ways to allow for informal play opportunities by incorporating unprogrammed spaces such as fields and forested areas. Goal C.1: Maintain City parks and open spaces so that they are inviting to users and offer facilities and activities based on the potential of each property and community need. Policy C.1: Develop a more recognizable and inviting park and open space system. Goal L.1: Manage environmentally sensitive lands for long-term ecosystem health and biodiversity of natural systems, while making them accessible to the community. Policy L.1: Maintain open spaces so that they are accessible to residents. Goal N.1: Preserve privately -owned open spaces with environmental constraints through incentive -based programs to provide `breathing -room' open space. Statement of Facts Page 2 18`h Avenue South Short Plat, File No. 17-10286 1 -00-SU/Doc I.D. 77024 Policy N.3: To gain maximum effect on overall parks and recreation system, audit and revise City code requirements for on -site open space, and revise to require contribution to larger parks system rather than small, on -site parcels. As proposed, the added residents in the 9-lot short plat will increase the demand for recreation activities and usable open space. Pursuant to FWRC 18.55.060, in order to reasonably mitigate the impact of development, the applicant is required to provide open space in the amount of 15 percent of the gross land area of the property. As proposed, there is limited space to provide on -site open space and the applicant has requested that a fee in lieu of open space be provided. Prior to plat recording, the applicant will be required to pay 15 percent of the most recent assessed land value of the subject property pursuant to limitations set forth in FWRC 19.100.070(1). The applicant must also provide a voluntary letter authorizing the city to use the open space fee -in -lieu in any of the Parks Planning Areas the city wishes. 10. Tree and Vegetation Retention/Replacement — Per FWRC 19.120.130(2), single-family residential zones are required to maintain a minimum of 25 tree units per acre. The total amount of tree units required for the short subdivision is calculated by multiplying gross site acreage, minus any proposed public/private street by the required tree density per FWRC 19.120.130(3). Per the short plat drawing, the gross acreage of the site is 2.10 acres; minus the private road is 1.72 acres. The subject property requires 43 tree units (1.72 acres multiplied by 25 tree units per acre). The applicant proposes to retain 13 tree units on site requiring replacement of 30 tree units. Per engineering drawing plan sheet Ll, Tree Replacement and Landscape PIan, it appears that only 12 tree units are retained. In addition, only 4 Columnar Hornbeam trees are depicted. As part of the Engineering (EN) review, a revised Tree Replacement Plan is required. Please note the applicant is required to retain, replace, or augment tree coverage as part of the building permit approval for each lot. A note must be added to the short plat stating that at the time of building permit application, the site plan for Lots 1-9 must depict where the retained and/or replacement trees will be located per the approved Tree Replacement and Landscape Plan. 11. Concurrency — The city's Traffic Division reviewed the applicant's concurrency application and concludes the proposed short subdivision will generate 11 new PM peak hour trips. Traffic Division staff have determined that all intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet the level of service (LOS) standards with programmed improvements; therefore, a Capacity Reserve Certificate was issued April 12, 2017. 12. Transportation Impact Fee — In order to mitigate the impacts of new development on the city's street infrastructure, the applicant will be subject to the transportation impact fee (TIF). Pursuant to FWRC 19.100.070(3), the fee will be assessed and collected from the applicant when the building pen -nits are issued, using the fee schedule then in effect. 13. Access — Lots 1-9 will access via a 30-foot-wide private road with privately maintained street lighting system. 14. Street Frontage Improvements — The applicant is required to construct half street improvements on 18th Avenue South. This street is planned as a Type "R" street, consisting of a Statement of Facts 18`h Avenue South Short Plat, Page 3 File No. 17-102861-00-SU/Doc I.D. 77024 40' street with curb and gutter, 4' planter strips with street trees, 6' sidewalks, and street lights in a 66' ROW A 3' right-of-way dedication along 18"' Avenue South is required. 15. Stormwater — Stortnwater treatment and detention must meet the requirements of the 2016 King County Surface Water Design Manual and City of Federal Way Addendum to that manual. The project must provide Conservation Flow Control and Enhanced Basic Water Quality Treatment. 16. Engineering Review — Review of engineering plans and the TIR will continue under a separate Engineering (EN) application. An engineering review fee and application must be submitted at this time. When submitting for engineering review, please include the following revisions: a. Enhanced Basic water quality is required for this short plat and has not been provided. Revise the TIR and plans accordingly. b. Conservation Flow Control is required for this short plat. The flow control level must be stated in the TIR, Core requirement 43 discussion. c. Flow control calculations have been provided and will be reviewed in more detail during engineering review. It appears that conservation flow control level was used for sizing, but the minimum 4,000 square feet of impervious area per lot was not used. Therefore, pond sizing will need to be redone. 17. School Impact Fee — A school impact fee is required to mitigate the additional new students this subdivision may add. Pursuant to FWRC 19.95.050(2) the impact fees shall be assessed and collected from the applicant when the building permit is issued for each lot. This fee amount is subject to change as determined annually by the Federal Way School District. 18. Water and Sewer — The applicant proposes to serve the short subdivision with a public water supply and distribution system managed by Lakehaven Water & Sewer. The August 1, 2016, Certificate of Water Availability indicates Lakehaven's capacity to serve the proposed development via a Developer Extension Agreement. Water services require an improvement to the water system of 15 +/- feet of water main to reach the site. The applicant proposes to serve the short subdivision by a public sewer system managed by Lakehaven Water & Sewer. An August 1, 2016, Certificate of Sewer Availability indicates the district's capacity to serve the proposed development will require a Developers Extension Agreement. Sewer service requires improvements to the sewer system of 5 +/- feet of sewer main or trunk to reach the site. 19. Fire Requirements — South King Fire and Rescue has indicated one additional fire hydrant is required at an approved location. Automatic sprinkler system requirements will be determined at the time of building permit application review. 20. Lot Addresses — Prior to recording, addresses for each lot must be put on the short plat drawing. The City will assign address numbers and provide them under separate cover. 21. Conditions of Approval — Staff recommends the Director of Community Development include the following conditions of approval in the short subdivision decision. Unless otherwise permitted in FWRC 18.30.280, all conditions shall be met prior to plat recording: Statement of Facts Page 4 18`h Avenue South Short Plat, File No. 17-10286 1 -00-SU/Doc I.D. 77024 1) The applicant must apply for and obtain Engineering (EN) approval and authorization to proceed from the Public Works Department prior to construction of plat infrastructure. 2) Remove the King County Health Department signature block. 3) Addresses for each lot must be depicted on the face of the short plat document. 4) Call out the proposed easement for tax parcel #3674400131 and describe it on the face of the plat. A separate document may be provided but is not required. 5) A note must be added to the short plat stating that at the time of building permit application, the site plan for Lots 1-9 must depict where the retained and/or replacement trees will be located per the approved Tree Replacement and Landscape Plan. 6) The applicant shall provide the City's Parks Department a fee -in -lieu payment for open space in the amount of 15 percent of the most recent assessed land value of the subject property and provide a voluntary letter authorizing the city to use the open space fee -in -lieu in any of the Parks Planning Areas the city wishes. 7) The applicant is required to pay a school impact fee and transportation impact fee (TIF) for each lot. The fee will be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect. 22. Design Criteria — The proposed short subdivision satisfies applicable design standards pursuant to FWRC Chapter 18.55 `Design Criteria' including, but not limited to, land division design, lot design, density, and open space subject to conditions being met. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Becky Chapin, Associate Planner Statement of Facts 18`h Avenue South Short Plat, Date: March 6, 2018 Page 5 File No. 17-102861-00-SU/Doc I.D. 77024 Ken Kumar 29808 18`h Ave S Federal Way, WA 98003 RE: File #17-102861-00-Su; Short Plat Approval 181h Avenue South (Kumar) Short Plat, *No Site Address*, Federal Way To Whom It May Concern, I do hereby authorize the city to use the open space fee -in -lieu in any of the Parks Planning Areas the city wishes. Ken Kumar Date (owner) 18T" AVE S SHORTPLAT _ r ■ RE ASSING 2980818T" AVE S TO 29802 18T" PL S 29804 18T" PL S 2980618TH PL S 29808 18TH PL S 298141P PL S 29816 18TH PL S 2981818P PL S 29820 18TH PL S 29822 le PL S 29812 18T" PL S KEEP EXISTING 29810 le AVE S R57.2 0055 4"44aA flAVDNS RECORDING NO. OR.T: iG)NAL LU�- T,51-.rtsSP.%'!iVR.1�h0tS7c77.2 ��- sl,riT IF war OptCarax f(SU 11 597.E4sSS.I0.61-ACZ3 + 11 rwfT :r "AY WIC.ATOW PQ: ^- f 2Ftl)'Ar[ ROAD: ta,c7y41SSr-�4.RCA'S PORTION OF: .r TRArT n 7.:a$,69aS.F.TO,+:tx3tC5 NW 1/4 OF T-HE SW 1/4 OF SE -- KINC cn]Ntr, WA p4K NET PLnT AREA: 91,517211SF.(GR1-SS FLAT AREA) .2 66.956.24kS,F.c(gET :.AT AREA) 5 8336'05' �' 2,.4o'' . 5.296TH ST. di,x ir'*i,I............................_.......---,..._...----------------------------------- a + t R+rdc l ., k Aw.;' ' r Ar vr� tot r:57,2 U^x a T5 a 1 sr' a s4 a' �ataw [ f r rw�rr t wAar+r r 2LOT 2�-esa raec aar r . ; .T.zoo.: f r .LOT 3 79804 LOT c4 / !• 'oaf AO'RCM f Ci FBKP. Wf 1 �.. ,.ti 1' `-2' ��-0_�tgr i ct Ac ,�' wir fiEtP[AF1pi K6E �LYAfC lE3 •� ��� •� l�'t� (rye CZe.19'ii .r • 9 8 V CD L i �� a 7�iN01671 ilf5 �{p. � . '.rc' o x+ s aF xe s # �_ ins rs' 1..: �4 LET 4 i pw.. uw. S 1Sg7 IfIdF Lss R.r• V R2' S P�A7:a? i.N: 7.329A7t SF - jJ 7, 'A" 1$ TRACT A 5�i1 T1 7-•LFSI:X1 REED i� 7.'J«'N.98s SF . I� 298J�.�-L�l�f7-rgf'�{'`. i ii p *r - ,_ _ g 29814 �1 01. _ — n� ee iJ. �A� r 5- wr r 6 - - t�T ..... 14 iAtx:s I ✓R Ik k)A 7 - of r.�•..` aiszt sF �.�uz . a 'L f � �7p� t. ! ao rs r flare r u7trrr�4 — 0:1 - Ltz a �� I ; iwrMPtisOr � •.. 45 c7 r--- - areafst - s� -v _ m o LM 1 6 .t . Jlb LOT 9 Y L� 2 0 I Lp�(�]T 7� 7.•59.71r ! r +h• ' ),277.32L SF �� ;� 7.20U.7aR SF pM .� fJ $ $ \\ `` 1' ; s.oLa L _ a �� t aw woe L: a a s arum. CA :LQ►@aF�MilYi d.l• H B$f9'2✓;�' W 303,54 ,Rr 383.77 v R' CW W- !K ui O7 S Or (7-5' L L" OS &INC UFAAU ' l 5 ' xram? We 01 c m u i dlRO k armR !QT 2 LIT 3 aav i;Qt3eN A ss 5� 15 BAk tr A7rRST K sr4h IN' " - ... - . • ................... _ ... _ _ .. F.r V 1 ARV IW7100i50 9F_0 a1417TPC Aa YS4lpQ]SYA111 � SIVAf]iYP C r .-formed land survey LOT I: ::980B 18TH AVE 5 �8 p x �� PO Box s:a; KUMAR St LOT 4Txi,4 )"JABBSW013T _oT 5 u : 4 LT 7D.. J7. T: FYkv�:i61T•XITJ 6PAW7d By LOT ,: Lo:.a. o : +dnrq�s �inxr. ror T[ J2017 ID '+ Cr*(D- BY S'C ALE �• 1 7J LAtdO SURVEYING•MAFPING•CUNSTHUUTION LAYOUT EVJ _-®� 10/23/2017 KK General Contractor C/o Ken Kumar 29808 18th Ave S. Federal Way,WA 98003 City of Federal Way Attn: Parks Director John Hutton 33325 8th Ave S. Federal Way, WA 98003 RE: Kumar Short Plat: Short Plat File #17-10286-1-00-SU John, RESUBMITTED OCT 2 4 2017 CFTY OF FEDEPLAL WAY COMMUNITY DEVELOPMENT We would respectfully request to pay the fee -in -lieu payment to satisfy thq open space requirement in this Short Plat. a 1.�, ` we wow//, �i,� k`"vd6w'& oatJ/-- oO►fI-A. p� 44-eiWA',0� �r/r� 4 S S�o��aF dip I V� Thank -you very much for your consideration. Kushal Kumar CITY OF L Federal Way August 14, 2017 Scott Bonifield 30346 101h Avenue South Federal Way, WA 98003-4104 RE: File #17-102861-00-SU; TECHNICAL COMMENTS 18' Avenue Short Plat, *NO SITE ADDRESS*, Federal Way Dear Mr. Bonifield: r L 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor City of Federal Way staff has reviewed your June 14, 2017, submittal and July 24, 2017, resubmittal of documents related to the 18"' Avenue South Short Subdivision application. City departments have provided the following comments that wil l need to be addressed prior to prelim inary approval of your application, or as otherwise noted. Questions regarding the technical review comments should be addressed to the referenced staff representative. Becky Chapin, Planning Division 253-835-2641 beckv.cha in ,ci offederalwa .com Content & Form of Application — Please provide the following applicable items as identified in Bulletin 4010 and content requirements of Federal Way Revised Code (FWRC) 1830.030 in the "Project Information" section of the short plat document: • Phone number of the property owner. • Comprehensive Plan and Zoning classification of the proposed short subdivision site and adjoining properties. The zoning is Single Family Residential (RS7.2) and comprehensive plan designation is Single Family, High Density. • Adjacent ownerships and the land or lot divisions of adjoining properties not in common ownership for a distance of at least 100 feet. A separate list of names may be used for clarification purposes. • Location of existing permanent structures to be retained within and adjacent to the proposed short subdivision. Where existing structures are within 50' of property lines, show the distance. • Total acreage of the site, prior to creation of any lots, tracts, or other dedications. • Acreage dedication for public rights -of -way, as well as private tracts, and ingress/egress and utilities easements created for the purpose of providing access to lots within the subdivision. ■ Location and acreage of tracts (or other areas) dedicated for retention/detention/drainage facilities, open space and parks, or other on -site public facilities, broken out by category. • Calculation of net plat area (gross plat area minus access easements/rights-of-way/drainage easements/open space). • Vicinity map with labeled streets and north arrow. • Existing address for Lot 1. • Add the City short plat file number, 17-102861-00-SU. Mr. Bonifield August 14, 2017 Page 2 2. Per Federal Way Revised Code (FWRC) 19.200.010, required yards for detached dwelling units are 20 ft. front, five ft. rear, and five ft. side. The side yard setback for a corner lot for that portion of the lot not adjacent to the primary vehicular access is 10 ft. Based on the preliminary engineering plans provided, all lots have access off the internal private road. As such, the setbacks for Lots 1 and 9 must depict a 10 ft. setback from 18'h Avenue South. 3. Please provide a statement explaining how open space shall be provided. It does not appear that the required 15 percent of the gross land area open space will be provided on site. A fee -in -lieu payment may be made to satisfy open space requirements at the discretion of the Parks Director. The applicant shall provide a fee -in -lieu payment for open space in the amount of 15 percent of the most recent assessed land value of the subject property prior to recording the short plat document. A written request to Parks Director John Hutton must be submitted if the open space shall be paid as a fee -in -lieu, pursuant to FWRC 18.55.060(2). A copy of the letter must be submitted to the Planning Department as well. 4. Pursuant to FWRC 19.120.130(1), all single-family zoned sites are required to maintain at least 25 tree -units per acre. The total number of tree units required to be provided is calculated by multiplying gross site acreage, minus any proposed public or private streets. In the case of the 2.1-acre site, minus the private road (0.40 acres), 43 tree units are required. This can be met via preserving onsite trees (preferably) and/or planting new trees. A tree unit is a credit assigned to existing and replacement trees based on their size and species, respectively. The tree/vegetation retention plan should contain items (a) through (e) listed in FWRC 19.120.040(2). Please provide a tree retention/planting plan prepared by a registered landscape architect that identifies how the tree canopy standards will be met. Ann Dower, Development Services. 253-835-2732. ann.dower(a�citvoffederalway.com Plat Map Use City of Federal Way standard size and title blocks. Note: the title blocks are different for the first and second pages. Make sure you are using the correct block for each page. Resolve differences between ownership listed on the title report and on King County Assessor's website. Lot 7 is the only one where King County and the title report agree on ownership (Kushal Kumar). KK Contractor, LLC is not shown as an owner by King County. Ownership of the other two lots is listed as "Kusnal Kumar". List the correct owner(s) in the signature area of the dedication. Use correct City of Federal Way dedication language, attached. Correct the name of the short plat to "Kumar Short Plat" rather than "Kumak 160125". Show the previous lot lines as dashed lines. Show the existing house with distances from the proposed lot lines. The 3' right-of-way dedication required along 18"h Ave S is not part of the private road and must be shown separately. 17-10286 1 -00-S U Doc I D. 76256 14 Mr. Bonifield August 14, 2017 Page 3 Show all existing easements. Call out the proposed easement for tax parcel #367440013 1. Addresses for each lot must be put on the plan. The City will assign address numbers. These will follow under separate cover. The tract for the private road should be 32' wide, not 30'. Building setback lines should be bolder. Engineering Plans and TIR The road section is incorrect. A 24' wide paved roadway with 5' sidewalk and 2' utility strip on one side within a 32' wide tract is required. The TIR states that the stone design meets the 2009 King County Surface Water Design Manual (KCSWDM). The 2016 KCSWDM requirements must be met. This was conveyed at the preapplication conference and in the follow-up letter. Conservation Flow Control is required for this short plat. Since no flow control level was mentioned in the TIR and no calculations were provided, adequate sizing of the pond cannot be verified. During engineering review this information will be required and the plat will have to be redesigned if the stone pond does not meet standards. Enhanced Basic water quality is required for this short plat and has not been provided. Saradv Loner Traffic Division 253-S35-2743 sarady.long@.citvoffederalway.com Show cross section for 18"' Ave S roadway improvements and right-of-way dedication of 3' on the site plan. 2. Show cross section for the internal private street as approved by the Public Works Director. 3. Provide appropriate taper using taper rate of WS2/60 between the two private roads; it may be necessary to construct off -site improvements on the property in between. 4. Show streetlight along 18"' Ave S. Streetlight must be designed by an Engineer licensed in the state of Washington and approved by the City. 5. Proposed private road should be 24' wide road, 5' sidewalk and 2' utility strip in 32' wide tract. Please refer to the approved street modification. 6. Private streetlight is recommended along the internal private road. 7. The two private roads should serve no more than eight (8) or less dwelling units. 8. Revise driveway to standard curb cut and not radius as depicted. 17-102861-00-SU Doc. I.D. 76256 Mr. Bonifield August 14, 2017 Paoe 4 Chris Cahan, South King Fire & Rescue,253_946-7246, chris.cahanQ.soutiikin!!iire.cam Water Supply: Fire Hydrants: This project will require 1 additional fire hydrant in an approved* location. There are 2 existing fire hydrants on a public street that are available for this project. An additional hydrant shall be installed and located so that all lots are within 350 feet of a fire hydrant. Fire hydrants shall be in service prior to and during the time of construction. Emergency Access: Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 (attached). Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Vehicle Access Gates: All vehicle access gates shall comply with Gate Policy (attached). Fire Sprinkler System: Fire sprinkler requirements ,if any, will be detennined at the time of building permit application. Brian Asburv, Lakehaven Water & Sewer District 253-946-5447. BAsbu lakehaven.or The applicant has completed and submitted to Lakehaven an application for Certificates of Water & Sewer Availability, and Lakehaven issued these Certificates on 2/27/17. However, no other application has been submitted to Lakehaven that is necessary to be able to more specifically determine the applicant's requirements for connection to Lakehaven's water and/or sewer systems to serve the subject property. As previously noted, applicant will need to submit an application for either Developer Pre -Design Meeting or Developer Extension Agreement for Lakehaven to formally commence the water & sewer plan review process. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. CLOSING Please make the following corrections and resubmit six copies of the short plat drawing accompanied by the completed "Resubmittal Information Forn." Pursuant to 18.05.080, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. If you have any questions regarding this letter, please contact the at 253-835-2641 or becky.chapinfi7eityoffederalway corn. 17-102961-00-SU Doc. I.D. 76256 114 Mr. Bonifield August 14, 2017 Page 5 Sincerely, gJ4 ( (4'�" �' Becky Chapin Associate Planner enc: Resubmittal Handout Fire Access Policy 10.006 Gate Policy City of Federal Way dedication language c: Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineering Chris Cahan, South King Fire & Rescue Brian Asbury, Lakehaven Water & Sewer District Doc, I.D. 76256 17-102561-00-SU Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: Panther Lake Trail project MCrlption: Proposed improvements to the existing Social ioop trail around Paniher Lake Ca=!Slinq of a 5.1rwt Crushed rock trail and 1001- bridge. Associated 20•Stsll surface parking lot and larogaping are also included. The trail is within a regulated wetland butler. ❑vector, 4pliunt: Sleve Nord, Parks Deputy City of Federal Way project Lorallon:.650 SW Campus OTlve, Federal Way, WA 98023 r Parcel 1921049W3 Application fleCeived: June 15, 2017 Determined Complete: July 6, 2017 Notice 01 Appl cation: July 21, 2017 Environmental Review: The environmental review tS UEP[red head heonlCO`MMt3[POLyAct expired. (s ht sinduring ce review proposal that has The review at kris time is limited to confirming Mat th Orrolec" 1de- hS within the previous projael scope• termined Nat AD new or substantially different en- vironmenlal impacts are anticipated. The DNS was issued on March 26, 2014. Potrmtts Under Review Use Process 111 (FIW 17.102894-UP) Environmental Documents & Required Studies: Critical Area Analysis and Rating Report, prepared by John Comas Associates, LLC and preliminary Technical intormation Report. Development Regulations used for Protect Mlliga- tion: Federal Way Revised Code (FWRC) Tdla 14. EnvlrOnmental Potic .." Title 16 "Surlece water Management." and Title 19, "toning and Develop- ment Code' Public Comment & Appeals: Any Person may IlCsub' mit written Comments on the land use app tion to the Director of Community Devalopment by 5:000AL on August 7. 2017, Only persorrs who Submit wrdten aomrrurrds 10 the Dmel'r lhaddduss below) or SpeCiliCaly request a Copy ed- $Ton. may appeal the decision. Availability of Flie: The 0110ai project 1110, existing enviromnenlal documents and required studies are available for public review at The Department 01 Commuh4 Developments Permit Center, 33US 8Ih Avenue South, Federal Way, WA 98003, Slag Contacl: Becky Chapin, Associate Planner, 253.889.2641, becky.chapirt@Cdyollederalway.COrn Powishad in the Federal Way MiTror July 21, 2017, FWM 2485 1 0 . . 31919 1" Ave S, Sul 101 Federal, Way, WA 98003 1253.925.5565 1 253.925.5750 (f) Affidavit of Publication Andy Hobbs, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English language continually as a weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way - Community Development as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 21st day of July 2017, and ending on the 21st day of July 2017, both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 1 03.82, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020. Subscribed to and sworn before me this 14th day of Aqg; st 2017. Notary Public in and for the State of Washington, Residing at Buckley o%111l11111" ;`%� EA A AN ��'� ��• 0 � •G NOTARY '� z v, PUBLIC e ;A • Z � RECEIVE® GeoResources, LLC Ph. 253-896-1011 5007 Pacific Hwy. E, Suite 16 Fx. 253-896-2633 JUN 14 2017 Fife, Washington 98424 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT June 30, 2016 KK General Contractor, LLC 29645 18th Avenue South, B-301 Federal Way, WA 98003 (206) 380-1535 Kkgeneralcontracting@hotmail.com Attn: Mr. Ken Kumar Geotechnical Engineering Report Proposed Residential Short Plat 29808 18th Avenue South Federal Way, Washington PN: 3674400135 Doc ID: KKGenera1.18thAveS.RG INTRODUCTION This geotechnical report presents the results of our recent site visit, subsurface explorations, literature research, and engineering analysis for the proposed residential development to be constructed on the tax parcel 3674400135 at 29808 18th Avenue South, Federal Way, Washington. The location of the site is shown in the attached Site Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with you, our site visit on June 1, 2016, our review of publicly available soils data, our subsurface explorations, our past experience in the project vicinity, and our understanding of the City of Federal Way development Codes. We understand that you propose to subdivide the 4 parcels into 9 new single-family residential building lots. The future residences will be conventional wood -framed structures supported on continuous cast -in -place spread and column foundations. The plat will include a new road from 18th Avenue South, new underground utilities, and other associated infrastructure. The site location is shown on the attached Site Location Map, Figure 1. SCOPE The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for providing geotechnical recommendations and design criteria for the proposed development. Specifically, our scope of services for the project included the following: 1. Reviewing the available geological and geotechnical literature for the site area; 2. Exploring subsurface conditions under the site by monitoring the excavation of a series of 6 to 8 test pits at select locations across the site; 3. Collecting select soil samples from the explorations and conduct grain size tests, as appropriate; 4. Providing geotechnical conclusions and recommendations regarding site grading activities, including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils for use as structural fill, temporary and permanent cut and fill slopes; KKGeneral.1 8thAveS.RG June 30, 2016 Page 2 5. Providing conclusions regarding potentially using shallow foundations and floor slab support and design criteria, including bearing capacity and subgrade modulus if appropriate; 6. Addressing the City of Federal Way's Critical Areas Ordinance, as applicable; 7. Providing our opinion about the feasibility of on -site infiltration, including a preliminary design infiltration rate based on grain size data as applicable; and 8. Providing recommendations for erosion and sediment control during we weather grading and construction. Our services were completed in accordance with our May 19, 2016 Proposal for Geotechnical Engineering Services. We received your written notice to proceed the next day. SITE CONDITIONS The subject parcel is located at 29808 18th Avenue South in the northern portion of Federal Way, Washington. The parcel is generally rectangular shape that measures 91 feet wide (north to south) by 363 feet deep (east to west) and encompasses about 0.73 acres. The site currently has one residence in construction but is otherwise unoccupied. The site is bounded by existing residences on the north and east, a single family residence and undeveloped lot to the south, and 1811 Avenue South to the west. The ground surface on the eastern portion of the site slopes down to the west at about 20 percent or less. Near the center of the lot, the slope runs out leaving the western portion of the parcel generally flat. Total topographic relief across the site is on the order of 25 feet. The existing site configuration with topographic contours obtained from the King County GIS Maps website are shown on the attached Site and Exploration Plan, Figure 2b. The site is currently covered with a combination of tall grasses, weeds, native understory, mature trees, and black berries. Site Soils The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County maps the soils in the area of the site as Alderwood gravelly sandy loam (AgD) and Arents, Alderwood material (AmB). The Alderwood soils are derived from glacial till deposits that form on 8 to 15 percent slopes. The Alderwood soils are described as having a "moderate" erosion hazard and are listed in hydrologic soils group C. The Arents soils are derived from basal glacial till deposits that form on 0 to 6 percent slopes. The Arents soils are listed in hydrologic soils group B/D. A copy of the SCS map is included as Figure 3. Site Geology The Geological Map of the Poverty Bay 7.5 minute Quadrangle, Washington, by Derek B. Booth, Howard H. Waldron, and Kathy G. Troost (2003) indicates the site underlain by Vashon glacial till (Qvt) with nearby areas as Vashon advance outwash deposits (Qva). These glacial soils were deposited during the most recent Vashon Stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The advance outwash soils consist of a poorly sorted, lightly stratified mixture of sand and gravel that may contain localized deposits of clay and silt that were deposited by meltwater streams emanating from the advancing ice mass. The glacial till consists of a heterogeneous mixture of clay, silt, sand, and gravel that was deposited at the base of the prehistoric continental glacial ice mass and was subsequently over -ridden. As such, the glacial till, and advance outwash, are considered overconsolidated and exhibits high strength and low compressibility characteristics. No areas of landslides or KKGeneral.1 8thAveS.RG June 30, 2016 Page 3 landslide debris are mapped on or within the vicinity of the site. An excerpt of the referenced geologic map is attached as Figure 4. Subsurface Conditions We explored surface and subsurface conditions on June1, 2016. We excavated 5 test pits on the subject property to depths of approximately 3.5 to 5.5 feet. The test pits were excavated by a licensed earthwork contractor working for GeoResources. The approximate locations of the test pits are shown in the attached Site and Exploration Plan, Figure 2. Descriptive test pit exploration logs have been attached as Figure 6a and 6b. The specific number, locations, and depths of our explorations were selected by GeoResources based on access limitations and encountered stratigraphy. Approximate locations were determined by taping and pacing from features shown on the King County Public GIS iMap and on the provided site plan. Elevations were determined by interpolating between elevation contours shown on the referenced maps. Therefore, the locations depicted on Figure 2 should be considered accurate only to the degree implied by our measuring methods. Our test pits encountered fairly uniform subsurface conditions that generally confirmed the USGS mapped stratigraphy and the SCS soils designation. In general, our explorations encountered about 1.3 to 3 feet of brown silty sand with wood and construction debris (Fill) and 1.3 to 2.2 feet of tan silty sand with gravel and some boulders and minor orange mottling in a medium dense and moist condition, which we interpret to be weathered glacial till. Underlying these surficial soils, our test pits generally encountered a grey silty sand with gravel and minor orange mottling in a dense to very dense and moist condition that was encountered to the full depth explored in all test pits. We interpret these soils to be glacial till. Groundwater Groundwater was not observed in our subsurface explorations. Given the mapped and encountered stratigraphy, including mottling in test pits TP-2, TP-3, TP-4 and TP-5, we anticipate that the site may be prone to a seasonal perched groundwater condition. Perched groundwater develops when the vertical infiltration of water through a shallow, more permeable soil horizon is slowed by a deeper less permeable soils type. Throughout the year, groundwater levels will typically fluctuate in response to changing precipitation patterns, off - site construction activities, and site utilization. GEOLOGIC HAZARDS The City of Federal Way Critical Areas Ordinance for Geologically Hazardous Areas (Chapter 19.05.070XG, 19.160, state "geologically hazardous areas shall mean areas that , because of their susceptibility to erosion, landsliding, seismic or other geological events, are not suited to siting commercial, residential or industrial development consistent with public health or safety concerns." The Revised Code of Federal Way is copied in italics, while our comments to the code are immediately following the code. Erosion Hazard Areas per Federal Way Revised Code Chapter 19.05.070.G(1) The City of Federal Way code defines erosion hazard areas as "those areas having a "severe" or "very severe" erosion hazard due to natural agents such as wind, rain, splash, frost action or stream flow." The USDA NRCS maps the soils on the upland area as the Alderwood gravelly sandy loam formation which have a "Moderate to Severe" erosion hazard. Based on the mapping, the site does not meet the technical definition of an Erosion Hazard area per the City code. KKGeneral. 1 8thAveS. RG June 30, 2016 Page 4 Provided BMPs are in place prior to the start of earthwork activities at the site, the site poses a low risk to surrounding and adjacent properties from potential erosion hazards. Landslide Hazard Areas per Federal Way Revised Code Chapter 19.05.070.G(2) The Federal Way City Code defines landslide hazard areas as those areas potentially subject to episodic downslope movement of a mass of soil or rock including but not limited to the following areas: 1. Any area with a combination of: a. Slopes greater than 15 percent; b. Permeable sediment overlying a relatively impermeable sediment or bedrock; c. Springs or groundwater seeps. 2. Any area which has shown movement during the Holocene epoch, from 10,000 years ago to the present, or which is underlain by mass wastage debris of that epoch. 3. Areas potentially unstable as a result of rapid stream incision, stream bank erosion, and undercutting by wave action. 4. Areas located in a canyon or on an active alluvial fan, presently or potentially subject to inundation by debris flows or catastrophic flooding. 5. Areas that have a "severe" limitation for building site development because of slope conditions, according to the USDA SGS. 6. Those areas mapped as Class U (Unstable), Uos (Unstable old slides), and Urs (unstable recent slides) by the Department of Ecology. 7. Slopes having a gradient steeper than 80 percent subject to rock fall during seismic shaking" r, v ,,1 - tD tv � � PL S l,� . a ` C %, rr �{��4 "� 11� 1 t�^. Y, r The site has slopes steeper than 15 percent, but no adverse or intersecting contacts -` are mapped or were observed on the site, nor were any seeps or springs noted on the site. No areas of mapped landslide debris or activity were noted on the published USGS geologic map or were observed during our site visit. No areas of alluvial fans are mapped nor were any alluvial fans noted in the vicinity of the site at the time of our site visit. The site soils (AgD, AmB) is listed as having a moderate to severe building limitations because of the slope. The site slopes are not steeper than 80 percent which are subject to rock fall during seismic shaking. Based on all of these conditions, it is our opinion that the site does not meet the technical definition of a Landslide Hazard area per the City of Federal Way code. Seismic Hazards per Federal Way Revised Code Chapter 19.05.070.G(3) The City of Federal Way Municipal Code defines seismic hazard areas as "those areas subject to severe risk of earthquake damage as a result of seismically induced ground shaking, slope failure, settlement or soil liquefaction, or surface faulting. These conditions occur in areas underlain by cohesionless soils of low density usually in association with a shallow groundwater table. " Based on our observation and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "C" in accordance with Chapter 20 of ASCE 20. This is based on the likely range of equivalent SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. These soils are not prone to liquefaction and do not constitute a seismic hazard area. Given the mapped stratigraphy of Vashon glacial till, which is considered overconsolidated, it is our opinion that the potential for liquefaction is minimal. KKGeneral.18thAveS. RG June 30, 2016 Page 5 [S ► C'" r ,Steep Slope Hazard per Federal Way Revised Code Chapter 19.05.070.G(4) The Federal Way City Code defines steep slope hazard areas as "those areas with a slope of 40 percent or greater and with a vertical relief of 10 or more feet, a vertical rise of 10 feet or more for every 25 feet of horizontal distance. A slope is delineated by established its toe and top and measured by averaging the inclination over at least 10 feet of vertical relief." The site does not have areas with slopes of 40 percent or greater. The site does not meet the criteria of a steep slope hazard area, in our opinion. CONCLUSIONS Based on our site observations and data review, subsurface explorations and our engineering analysis, it is our opinion that the construction of the proposed residential plat is feasible from a geotechnical standpoint, provided the recommendations included herein are incorporated into the project plans. The residences may be supported on new conventional spread footings or floor slabs bearing on competent native soils or on structural fill placed above these native soils. Stormwater infiltration on the site is not feasible within the glacial till soils at the site. Proper management of surface water runoff will be essential to reducing potential erosion. Proper surface drainage and erosion control measures should reduce the risk for future erosion and slope instability at the site. Recommended Setback Section 1805 of the International Building Code (IBC) requires a building setback from slopes that are steeper than 3HA V (Horizontal:Vertical). The setback distance is calculated based on the vertical height of the slope. The typical IBC setback from the top of the slope equals one third the height of the slope. If the default IBC setbacks cannot be met, we can provide recommendations for setback reduction by exploring and characterizing the shallow subsurface conditions. We anticipate that site grading will result in flat building pads. We can provide additional recommendations for building setbacks once the actual lot layout and site grading plans have been finalized. For planning purposes, the slopes steeper than 30 percent on the eastern side of the site have a vertical height 20 to 30 feet. These would require IBC setbacks on the order of 6 to 10 feet. Where this setback distance cannot be met, the foundation elements of the structure can be extended vertically to meet the horizontal setback distance. Where the foundation is extended vertically, we recommend that the setback be measured horizontally from the lower outside edge of the foundation element to the face of the slope, as shown on Figure 5. Seismic Hazards Based on our observation and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "D" in accordance with the 2012 IBC (international Building Code) documents and ASCE 7-Chapter 20 Table 20.3-1. This is based on the range of SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. Liquefaction is, a phenomenon where there is a reduction or complete loss of soil strength due to an increase in pore water pressure. The increase in pore water pressure is induced by seismic vibrations. Liquefaction mainly affects geologically recent deposits of loose, fine-grained sands that are below the groundwater table. Based on the density of the soils observed to underlie the site, it is our opinion that the risk for liquefaction to occur at this KKGeneral.1 8thAveS.RG June 30, 2016 Page 6 site during an earthquake is negligible. Provided the design criteria listed below are followed, the proposed structure will have no greater seismic risk damage than other appropriately designed structures in the Puget Sound area. Site Preparation and Grading All structural areas on the site to be graded should be stripped of vegetation, organic surface soils, and other deleterious materials. Organic topsoil is not suitable for use as structural fill, but may be used for limited depths in non-structural areas. Stripping depths ranging from 4 to 6 inches should be expected to remove these unsuitable soils. Areas of thicker topsoil or organic debris may be encountered in areas of heavy vegetation or depressions. Where old fill is encountered it should be removed underneath building, utility, and roadways. Where placement of fill material is required, the stripped/exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of fill material. Excavations for debris removal should be backfilled with structural fill compacted to the densities described in the Structural Fill section of this report. We recommend that a member of our staff verify the exposed subgrade conditions after excavations are completed and prior to placement of structural fill or new foundations. The exposed subgrade soil should be proof -rolled and/or compacted to a firm and unyielding condition. We recommend that trees be removed by overturning in fill areas so that a majority of the roots are removed. Excavations for tree stump removal should be backfilled with structural fill compacted to the densities described in the Structural Fill section of this report. Soft, loose or otherwise unsuitable areas delineated during proof -rolling or probing should be recompacted, if practical, or over -excavated and replaced with structural fill. The depth and extent of overexcavation should be evaluated by our field representative at the time of construction. The areas of fill should be evaluated during grading operations to determine if they need mitigation; recompaction or removal. Structural Fill All material placed as fill associated with mass grading, as utility trench backfill, or under building areas should be placed as structural fill. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fill should be compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with ASTM D-1557). The appropriate lift thickness will depend on the fill characteristics and compaction equipment used. We recommend that the appropriate lift thickness be evaluated by our field representative during construction. We recommend that our representative be present during site grading activities to observe the work and perform field density tests. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well -graded sand and gravel with less than 5 percent (by weight) passing the US No. 200 sieve based on that fraction passing the 3/4-inch sieve, such as Gravel Backfill for Walls (WSDOT 9-03.12(2)). If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, higher fines content (up to 10 to 12 percent) may be acceptable. Material placed for structural fill should be free of debris, organic matter, trash and cobbles greater than 6-inches in diameter. The moisture content of the fill material should be adjusted as necessary for proper compaction. KKGeneral. 1 8thAveS. RG June 30, 2016 Page 7 Suitability of On -Site Materials as Fill During dry weather construction, non -organic on -site soil may be considered for use as structural fill; provided it meets the criteria described above in the Structural Fill section and can be compacted as recommended. If the soil material is over -optimum in moisture content, it will be necessary to aerate or dry the soil prior to placement as structural fill. We generally did not observe the site soils to be excessively moist at the time of our subsurface exploration program. The areas of native sandy outwash material are comparable to sandy "pit run" and may be used for use as structural fill during moderate wet weather months. The silt interbeds encountered in test pits GR-TP02 and GR-TP06 had a significantly higher fines content and would be more comparable to "common borrow'. The siltier soils should be suitable for use as structural fill provided the moisture content is maintained within 3 percent of the optimum moisture level. However, the high fines content makes these soils moisture sensitive. These soils will be difficult to adequately compact during extended periods of wet weather or where seepage occurs. We recommend that completed graded -areas be restricted from traffic or protected prior to wet weather conditions. The graded areas may be protected by paving, placing asphalt -treated base, a layer of free -draining material such as pit run sand and gravel or clean crushed rock material containing less than 5 percent fines, or some combination of the above. Foundation Support Based on the subsurface soil conditions encountered across the site, we recommend that spread footings for the new residences be founded on the native glacial outwash or on appropriately prepared structural fill that extends to suitable native soils. The soil at the base of the footing excavations should be disturbed as little as possible. All loose, soft or unsuitable material should be removed or recompacted, as appropriate. A representative from our firm should observe the foundation excavations to determine if suitable bearing surfaces have been prepared, particularly in the areas where the foundation will be situated on fill material. We recommend a minimum width of 24 inches for isolated footings and 16 inches for continuous wall footings. All exterior footing elements should be embedded at least 18 inches below grade for frost protection. Footings founded as described above can be designed using an allowable soil bearing capacity of 2,500 psf (pounds per square foot) for combined dead and long-term live loads. The weight of the footing and overlying backfill may be neglected. The allowable bearing value may be increased by one-third for transient bads such as those induced by seismic events or wind loads. A representative of GeoResources should evaluate the subgrade prior to placing concrete. Lateral loads may be resisted by friction on the base of footings and floor slabs and as passive pressure on the sides of footings. We recommend that an allowable coefficient of friction of 0.35 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds per cubic foot). Passive resistance from soil should be ignored in the upper 1 foot. A factor of safety of 1.5 has been applied to these values. We estimate that settlements of footings designed and constructed as recommended will be less than 1 inch, for the anticipated load conditions, with differential settlements between comparably loaded footings of Y2 inch or less. Most of the settlements should occur essentially as loads are being applied. However, disturbance of the foundation subgrade during construction could result in larger settlements than predicted. We recommend that all foundations be provided with footing drains. KKGeneral. 1 8thAveS.RG June 30, 2016 Page 8 Subgrade/Basement Walls Based on existing topography, we expect that some of the residences could have subgrade or basement walls, depending on the layout. The lateral pressures acting on subgrade and retaining walls (such as basement walls) will depend upon the nature and density of the soil behind the wall. It is also dependent upon the presence or absence of hydrostatic pressure. If the walls are backfilled with granular well -drained soil, the design active pressure may be taken as 35 pcf (equivalent fluid density). Where the walls are restrained from moving, we recommend an at -rest equivalent earth pressure of 50 pcf above groundwater and 80 pcf below groundwater, if encountered, be used for design. We assume a level backfill condition behind any proposed basement or subgrade wall. Adequate drainage behind retaining structures is imperative. Positive drainage which controls the development of hydrostatic pressure can be accomplished by placing a zone of coarse sand and gravel behind the walls. The granular drainage material should contain less than 3 percent fines. The drainage zone should extend horizontally at least 18 inches from the back of the wall. The drainage zone should also extend from the base of the wall to within 1 foot of the top of the wall. The drainage zone should be compacted to approximately 90 percent of the MDD. Over -compaction should be avoided as this can lead to excessive lateral pressures. Typical wall drainage and backfilling is shown on Figure 7. A minimum 4-inch diameter perforated or slotted PVC pipe should be placed in the drainage zone along the base and behind the wall to provide an outlet for accumulated water and direct accumulated water to an appropriate discharge location. We recommend that a nonwoven geotextile filter fabric be placed between the drainage material and the remaining wall backfill to reduce silt migration into the drainage zone. The infiltration of silt into the drainage zone can, with time, reduce the permeability of the granular material. The filter fabric should be placed such that it fully separates the drainage material and the backfill, and should be extended over the top of the drainage zone. Lateral loads may be resisted by friction on the base of footings and as passive pressure on the sides of footings and the buried portion of the wall, as described in the Foundation Support section. We recommend that an allowable coefficient of friction of 0.35 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds per cubic foot). Factors of safety have been applied to these values. Floor Slab Support Slab -on -grade floors, where constructed, should be supported on the medium dense native soils or on structural fill prepared as described above. Areas of old fill material should be evaluated during grading activity for suitability of structural support. Areas of significant organic debris should be removed. We recommend that floor slabs be directly underlain by a minimum 4-inch thick layer of pea gravel or washed 5/8-inch crushed rock. This layer should be placed and compacted to an unyielding condition and should contain less than 2 percent fines. A synthetic vapor retarder is recommended to control moisture migration through the slabs. This is of particular importance where moisture migration through the slab is an issue, such as where adhesives are used to anchor carpet or tile to the slab. A subgrade modulus of 400 kcf (kips per cubic foot) may be used for floor slab design in the medium dense native soils. We estimate that settlement of the floor slabs designed and constructed as recommended, will be 1/2 inch or less over a span of 50 feet. Site Drainage KKGeneral. 1 8thAveS.RG June 30, 2016 Page 9 All ground surfaces, pavements and sidewalks at the site should be sloped away from structures. The site should also be carefully graded to ensure positive drainage away from all structures and property lines. Surface water runoff from the roof area, driveways, perimeter footing drains, and wall drains, should be collected, tightlined, and conveyed to an appropriate discharge point. We recommend that footing drains are installed for the residence in accordance with IBC 1807.4.2, and basement walls (if utilized) have a wall drain as describe above. The roof drain should not be connected to the footing drain. Stormwater Infiltration Based on our site observations, subsurface explorations and laboratory analysis, the site should not be considered for conventional infiltration of collected stormwater. The site is underlain at shallow depths by glacial till which is considered an indurate soil. Stormwater from the site should be collected and conveyed to an appropriate, approved discharge point. Dispersion BMPs may be considered, provided adequate flow paths can be maintained. Alternatively, low -impact development (LID) methods could be applied to the site, such as rain gardens and pervious or porous pavements. Additional testing and design may be required if LID methods are considered. We can perform the additional requirements under a separate scope of work at your request. Appropriate design, construction, and maintenance are required to ensure stormwater system function can be effectively maintained over time. It should be noted that special care is required during the grading and construction periods to avoid fine sediment contamination of the stormwater system. This may be accomplished by using an alternative storm water management location during construction or leaving the bottom of any systems 1 to 2 feet high, and subsequently excavating to the finished grade once the driveways are paved and landscaping is installed. All contractors working on the site (builders and subcontractors) should be advised to avoid "dirty" stormwater flowing to the site's stormwater system during construction and landscaping of the residences. No concrete trucks should be washed or cleaned on -site. Suspended solids could clog the underlying soil and reduce the effectiveness of the system. To reduce potential clogging of the stormwater systems, the system should not be connected to the stormwater runoff system until after construction is complete and the site area is landscaped, paved or otherwise protected. Temporary systems may be utilized through construction. Periodic sweeping of the paved areas will help extend the life of the stormwater system. Erosion Control Erosion protection measures will need to be in place prior to the start of grading activity on the site. Erosion hazards can be mitigated by applying Best management Practices (BMP's) outlined in the Washington State Department of Ecology's (DOE) 2005 Stormwater Management Manual for Western Washington. The City of Federal Way will require a temporary erosion and sediment control plan be prepared as part of the permit submittal documents. LIMITATIONS We have prepared this report for Mr. Ken Kumar and members of the design team for use in evaluating a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors. Our report analyses, conclusions and interpreta- tions are based on data from others, our subsurface explorations and limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. KKGeneral.1 8thAveS.RG June 30, 2016 Page 10 Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and Consultation should be provided by our firm during construction to confirm that the conditions. encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ- from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental evaluations or construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report. If there are changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommencations presented in this report may not be fully applicable. If such changes are made or site conditions change, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. *+U® We have appreciated working for YOU on this project. Please do not hesitate to call at your earliest convenience if you have questions or comments. Respectfully submitted, GeoResources, LLC Seth Mattos, GIT Geologist -in -Training 925 KEITH SCOTT Keith S. Sc:hembs, LEG Principal - Engineering Geologist STM: KSS/kss Doc ID: KKGeneral.18thAveS.RG Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Figure 3: SCS Soil Survey Figure 4: USGS Geology Map Figure 5: USCS Classification Figure 6a,b: Test Pit Logs Figure 7: Typical Drainage and Backfill Detail Dana C. Biggerstaff, PE Senior Geotechnical Engineer ;016 T Federal Way S 3L SD411 ST -j I Approximate Site Location Map created from King County Public GIS iMap (http://gismaps.kingcounty.gov/iMap/) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Location Map Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS.F June 2016 Not to Scale Figure 1 Approximate Site Location Map created from King County Public GIS iMap (http://gismaps.kingcounty.gov/iMap/) Not to Scale GeoResources, LLC Site and Exploration Map 5007 Pacific Highway East, Suite 16 Proposed Short Plat Fife, Washington 98424 29808 18th Avenue South Phone: 253-896-1011 Federal Way, Washington Fax: 253-896-2633 Doc ID: KKGeneral.18thAveS.F June 2016 Figure 2a Approximate Site Location Map created on the Natural Resources Conservation Service Web Soil Survey website (http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx) Soil Soil Name Parent Material Slopes Erosion Hazard Hydrologic Soils Group Type AgC Alderwood gravelly sandy Glacial till 8 to 15 Moderate C loam AgD Alderwood gravelly sandy Glacial till 15 to 30 Moderate to Severe C loam Basal till 0 to 6 _ Slight AmB Arents, Alderwood material B/D GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 NRCS SCS Soils Map Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Not to Scale Doc ID: KKGeneral.18thAveS.F June 2016 a�. Vr F I rE i �•� sy .Fpwan �! Approximate Site Location Excerpt from the Geologic Map of the Poverty Bay 7.5 Minute Quadrangle, Washington by Derek B. Booth, Howard H. Waldron, and Kathy G. Troost (2003) Qw Qvt Qva j GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Wetlands deposits Glacial till Advance outwash deposits Not to Scale USGS Geologic Map Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS.F une 2016�igure 4 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GRAVEL COARSE GP POORLY -GRADED GRAVEL GRAINED More than 50% SOILS Of Coarse Fraction GRAVEL GM SILTY GRAVEL Retained on WITH FINES No. 4 Sieve GC CLAYEY GRAVEL SAND CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND More than 50% Retained on No. 200 Sieve SP POORLY -GRADED SAND More than 50% Of Coarse Fraction SAND SM SILTY SAND Passes WITH FINES No. 4 Sieve SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT CL CLAY FINE GRAINED ORGANIC OL ORGANIC SILT, ORGANIC CLAY SOILS Liquid Limit Less than 50 SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY More than 50% Passes No. 200 Sieve Liquid Limit l 50 or more ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS 1 PT PEAT NOTES: i . Field classification is based on visual examination of soil in general accordance with ASTM D2488-90. 2. Soil classification using laboratory tests is based on ASTM D2487-90. 3. Description of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and or test data. GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 SOIL MOISTURE MODIFIERS: Dry- Absence of moisture, dry to the touch Moist- Damp, but no visible water Wet- Visible free water or saturated, usually soil is obtained from below water table Unified Soil Classification System Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS.F I June 2016 Figure 5 Test Pit TP-1 Location: NE corner of parcel Approximate Elevation: 460 feet Depth (feet) Soil Type Soil Description 0.0 - 1.7 - Brown silty SAND with gravel and numerous organics (roots, wood, construction debris) (medium dense to dense, moist) (Fill) 1.7 - 3.0 SW Tan silty SAND with gravel, some cobbles (medium dense, moist) (Weathered Glacial till) 3.0 - 3.5 SW-SM Grey silty SAND with gravel (very dense, moist) (Glacial till) Terminated at 3.5 feet below ground surface. No caving observed. No groundwater seepage observed. Test Pit TP-2 Location: NE center of parcel Approximate Elevation: 460 feet Depth (feet) Soil Type Soil Descri tion 0.0 - 2.5 - Brown silty SAND with gravel and organics (roots/wood, construction debris) (medium dense to dense, moist) (Fill) 2.5 - 4.5 SW Tan/orange silty SAND with gravel and some cobbles and boulders, mantled by a thin charcoal layer (loose to medium dense, moist) (Weathered Glacial till) 4.5 - 5.0 SW-SM Grey silty SAND with gravel (dense to very dense, moist) (Glacial till) Terminated at 5 feet below ground surface. No caving observed. No groundwater seepage observed. Test Pit TP-3 Location: SE center of parcel Approximate Elevation:460 feet Depth (feet} Soil Type Soil Description 0.0 - 3.0 - Brown silty SAND with gravel and organics (wood/roots, construction debris) (medium dense to dense, moist) 3.0 - 4.5 SW Tan/golden silty SAND with gravel, some cobbles and boulders, mantled by a thin charcoal layer (medium dense to dense, moist) (Weathered Glacial till) 4.5 - 5.5 SW-SM Grey silty SAND with gravel, some orange mottling (dense to very dense, moist) (Glacial till) Terminated at 5.5 feet below ground surface. No caving observed. No groundwater seepage observed. ed bv: JLK GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Excavated on: June 1, 2016 Test Pit Logs Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS July 2016 Test Pit TP-4 Location: W center of parcel Approximate Elevation: 465 feet Depth (feet) Soil Type Soil Description 0.0 - 2.4 - Dark brown topsoil with some smaller roots 2.4 - 4.3 SW Tan/golden silty SAND with gravel and cobbles (loose to medium dense, moist) (Weathered Glacial till) 4.3 - 4.5 SW-SM Grey silty SAND with gravel, some orange mottling (dense to very dense, moist) (Glacial till) Terminated at 4.5 feet below ground surface. No caving observed. No groundwater seepage observed. Test Pit TP-5 Location: SW near edge of parcel Approximate Elevation: 472 feet Depth (feet) Soil Type Soil Description 0.0 - 1.3 - Light brown topsoil with 2-inch thick roots 1.3 - 3.5 SW Tan/golden silty SAND with gravel and cobbles (loose to medium dense, moist) (Weathered Glacial till) 3.5 - 5.0 SW-SM Grey to light brown silty SAND with gravel, some orange mottling (dense to very dense, moist) (Glacial till) Terminated at 5 feet below ground surface. No caving observed. No groundwater seepage observed. :JLK GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Excavated on: June 1, 2016 Test Pit Logs Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS July 2016 SLOPED TO DRAIN AWAY FROM STRUCTURE PAVEMENT OR 18" IMPERVIOUS SOIL WALL BACKFILL SEE NOTE 2 EXCAVATION SLOPE CONTRACTOR'S REPSONSIBILITY- 0 6"I MIN ON SIDES OF PIPE; 2" BELOW 1. Washed pea gravel/crushed rock beneath floor slab could be hydraulically connected to perimeter/subdrain pipe. Use of 1" diameter weep holes as shown is one applicable method. Crushed gravel should consist of 3/4" minus. Washed pea gravel should consist of 3/8' to N0. 6 standard sieve. 2. Wall backfill should meet WSDOT Gravel Backfill for walls Specification 9-03-12(2). 3. Drainage sand and gravel backfill within 181 of wall should be compacted with hand -operated equipment. Heavy equipment should not be used for backfill, as such equipment operated near the wall could Increase lateral earth pressures and possibly damage the wall. The table below presents the drainage sand and gravel gradation. 4. All wall backfill should be placed in layers not exceeding 4" loose thickness for light equlpment and 81 for heavy equipment and should be densely compacted. Beneath paved or sidewalk areas, compact to at least 95% Modified Proctor maximum density (ASTM: 01557-70 Method C). In landscaping areas, compact to 90% minimum. 5. Drainage sand and gravel may be replaced with a geocomposite core sheet drain placed against the wall and connected to the subdra;n pipe. The geocomposite core sheet should have a minimum transmissivity of 3.0 gallons/minute/foot when tested under a gradient of 1.0 according to ASTM 04716. GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Ph: (253) 896-1011 Fax: (253) 896-2633 GRADE WALL DRAINAGE SAND AND GRAVEL (SEE NOTE 3) DAMP PROOFING EEP HOLES (SEE NOTE 1) I:I•y�:L:' FA Z � Go r WASHED PEA GRAVEL/CLEAN CRUSHED GRAVEL ERIMETER / SUBDRAIN PIPE NOTES APOR RETARDER 6. The subdrain should consist of 4" diameter (minimum), slotted or perforated plastic pipe meeting the requirements of AASHTO M 304: 1 /8-inch maximum slot width; 3116- to 3/8-inch perforated pipe holes in the tower half of pipe, with lower third segment unperforated for water flow; tight joints; sloped at a minimum of 6"/100'to drain; cleanouts to be provided at regular intervals. 7. Surround subdrain pipe with 8 inches (minimum) of washed pea gravel (2" below pipe) or 50 minus clean crushed gravel. Washed pea gravel to be graded from 3/8-inch to No.8 standard sieve. 6. See text for floor slab subgrade preparation. Materials Drainage Sand and Gravel 3/4" Minus Crushed Gravel Sieve Size Passing by Wei ht Sieve size ssing by Typical Drainage and Backfilling Detail Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGenera1.18thAveS.F June 2016 1 Figure 7 CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: 18t" Avenue South Short Plat Project Description: Proposed short subdivision of three one single-family lot into nine single- family lots and one stormwater tract. Subject property is zoned Single Family Residential (RS7.2) Applicant: Scott Bonifield, 30346 1Od' Avenue South, Federal Way, 98005 Project Location: 18'h Avenue South. Parcel #'s 367440-0135, 367440-0140, & 367440-0145. Date of Application: June 14, 2017 Date Determined Complete: July 11, 2017 Date of Notice of Application: July 14, 2017 �_ ^ xiiiwLO1`�L '41 41 xwaa. LV u_ •vl xfr .W140mb Cx]uoa,3D Subject Site CO :Y •i-c,a C u APU :b1ND0195 3v] DD,96 •M.00,w xrHeaip - + 1lr�0,!! 3c]HDmeD k=uPR mla N e] uD,aDs+a, PL I Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (File #17-102861-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #17-101240-00-CN). The department has determined the application is categorically exempt from threshold determination procedures pursuant to State Environmental Policy Act (SEPA) Rules 197-11-800(6). Environmental Documents: Geotechnical Engineering Report, prepared by GeoResources, LLC, dated June 30, 2016. Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.' Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the Federal Way Revised Code; 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the short subdivision application to the Director of Community Development by July 31, 2017. Only persons who submit written documents to the Director, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8t' Avenue South, 2ttd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, becky.chapin@cityoffederalway.com Printed in the Federal Way Mirror July 14, 2017. 31919 V Ave S, SuitFederal, Way, WA 9$003 253.925.5565 1253.925.5750 (f) Affidavit of Publication Andy Hobbs, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English language continually as a weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way - Community Development as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 14th day of July 2017, and ending on the 14th day of July 2017, both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 1$ 13.92, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020. Subscribed to and sworn before me this 14th day of August 2017. Notary Public in and for the State of Washington, Residing at Buckley A NOTARY N' z PUBLIC = ►.A �''•, �F WAS'*r,•'` �0"1111100% [181 Friday, July 14, 2017 www.federalwaymirrorcom Appliance. Appllancee Appliances Flea Market KENMORE FREEZER Repo Sears deluxe 20cu.h. freezer 4 fast freeze shelves, defrost drain, - Interior light 'UNDER WARRANTY+ Make $15 monthly pay- ments or pay off balance of $293. Credit Dept. 2D6-244-6966 Appliances 1.25 million readers make us a member of AMANA RANGE the largest suburban Deluxe 30" Glasstop newspapers in Western Range self clean, auto crock & Ifiner Extra- Washington. Call us Lar oven & storage today to advertise. .UN�EA WARRANTY' 800.988-2527 Over $800. new. Pay off balance of $193 or make KENMORE REPO payments of $14 per Heavy duty washer & month. Credit Dept. dryer, deluxe, large cap. 206.244-6966 w/normal,perm-press & Need extra rash? Place der W rain + your classified ad todayl Balance left Dwireg 272 Call 1-800-388-2527 or or make payments of Go online 24 hours a day $25. Call credltdept. www.SoundClasslrleds.com 206-244-6966 NEW APPLIANCES STACK LAUNDRY UPTO70%OFF Deluxe front loading All Marminivrer Small washer & dryer. Energy Ding's. Dents, Saalches efficient, 8cycles. and Factory Imperle- Like new conditlm bons 'UnderWarranty+ 'UnderWarranW Over$1.20onew. now For Inquiries, Cal or Visit only $57B or make pay- Appl arico Distributors ® ments of $25 per month 14639 Tukwila In11. Blvd. 206-244-6966 2D6-244-6966 You'll find everything you need in one website 24 hours a day 7 days a week: www.SoundClasshleds.com REPO REFRIGERATOR Custom deluxe 22 cu. ft. side -by -side, ice & water Wisp., color panels available UNDER WARRANTY! was over $1200 new, Flea Market now onty payoff bal. of $473 or make ports of FREE T.V. Sharp 32" onIy $35ppeerrne. Excellent condition. Credit Depf.206244.6966 Califtext 206-650-5147 LEGAL NOTICES NOTICE OF DISSOLUTION EM Services, INC., a to King County Elections no later than 4:30 p.m. on Washington corporation ("Corporation"), is in pro- August 8, 2017. Rebuttals, if necessary, are limited cess of voluntarily dissolution and Articles of Dis- to 75 words and are due to King County Elections solution have been filed with the State of Washing- no later than 4:30 p.m. on August 10, 2017. ton, effective as of June 7, 2017. In accordance Published in the Federal Way Mirror July 14 and with Washington RCW 23B.14.010 or 23B.14.020, 21, 2017 all persons with claims or potential claims against FWM 2482 the Corporation must submit their claims in writing to the Corporation at PO Box 24899 Federal Way WA 98093. The written claim must include the fol- lowing: (1) the claimant's full legal name, contact person (if the claimant is a business entity), ad- dress and telephone number; (2) a description and amount of the claim; (3) the date the claim arose; and (4) copies of all documents and other informa- tion evidencing the claim; (5) be submitted within 120 days of 7/14/17. PURSUANT TO RCW 23B.14.050, ANY CLAIM AGAINST THE CORPORA- TION IS BARRED IN ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER IF NOT TIMELY ASSERTED WITHIN 90 DAYS OF THIS NOTICE. Published in the Federal Way Mirror July 14, 21, 28, 2017 FWM 2481 The Federal Way School District As required by King County Public Rule Document No. ELE 9-1 and RCW 29A.32, and as authorized by the Federal Way Public Schools Board of Direc- tors, community members are needed to serve on a committee to prepare statements for the voters' pamphlet advocating approval of the district's bond proposition to construct new classrooms and replace and renovate aging and deteriorating school facilities on November 7, 2017 . This prop- osition will relieve overcrowding, address aging and deteriorating school facilities and enhance safety. The committee size is limited to three people. If you are interested, please contact Sally McLean at: 253-945-2042 or e-mail smelean@fwps.org. Dead line for committee consideration is 4:30 p.m. on July 28, 2017. Committee appointments will be made on August 1, 2017. Committee responsibilities include preparing a statement for submittal to King County Elections. Statements are limited to 200 words and are due to King County Elections no later than 4:30 p,rrL on August 8, 2017. Rebuttals, if necessary, are limited to 75 words and are due to King County Elections no later than 4:30 p.m. on August 10, 2017. As required by King County Public Rule Document No. ELE 9-1 and RCW 29A.32, and as authorized by the Federal Way Public Schools Board of Direc- tors, community members are needed to serve on a committee to prepare statements for the voters' pamphlet advocating rejection of the district's bond proposition to construct new classrooms and replace and renovate aging and deteriorating school facilities on November 7, 2017 . This prop- osition will relieve overcrowding, address aging and deteriorating school facilities and enhance safety. The committee size is limited to three people. If you are interested, please contact Sally McLean at: 253-945-2042 or e-mail smcleari@fwps.org. Dead- line for committee consideration is 4:30 p.m. on July 28, 2017. Committee appointments will be made on August 1, 2017. Committee responsibilities include preparing a statement for submittal to King County Elections. Statements are limited to 200 words and are due Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name:1 Oth Avenue South Short Plat Project Description: Proposed short subdivision of three one single-family lots into nine single-family lots and one stormwater tract. Subject property is zoned Single Family Residential (RS 7.2) Applicant: Scott Bonifield, 30346 1Dth Avenue South, Federal Way, WA 98005 Project Location: 18th Avenue South. Parcels 367440-0135, 367440-0140, & 367440-0145 Date of Application: June 14, 2017 Date Determined Complete: July 11, 2017 " Date of Notice of Application: July 14, 2017 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (file #17-102861-00- SU) issued by the Director of Community Develop- ment pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include concurrency (file #17-101240-00- CN). The department has determined the applica- tion is categorically exempt from threshold deter- mination procedures pursuant to State Environ- mental Policy Act (SEPA) Rules 197-11-800(6). Environmental Documents: June 30, 2016, Geo- technical Engineering Report prepared by GeoResources, LLC, and Preliminary Technical In- formation Report Development Regulations to Be Used for Project Mitigation: FWRC Title 16 "Surface Water Manage- ment," Title 18 "Subdivisions;' and Title 19 "Zoning and Development Code" Consistency with Applicable City Plans and Regula- tions: The project will be reviewed for consistency with all applicable codes and regulations, including the Federal Way Revised Code; 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Develop- ment Standards. Public Comment & Appeals: The official project file is available for public review at the Community De- velopment Department (address below). Any per- son may submit written comments on the short subdivision application to the Director of Commu- nity Development by July 31, 2017. Only persons who submit written documents to the director, or specifically request a copy of the original decision, may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmen- tal documents are available for public review dur- ing normal business hours at the Community De- velopment Department, 33325 8th Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Associate Planner Becky Chapin, 253-835-2641. be cky.c hap i n@cKyoffedera Iway.com Printed in the Federal Way Mirror July 14, 2017. FWM 2483 GAS WEED WACKER Home Lila 17- gas straight shaft Irirnmer, brand new In box, Nam used $70. Dirt Dard Cy- clonk upright vacuum, now, $56. Call253.857-0539 Find it, Buy it, Sell it Ill —14 w 3uondCI=Illem.rr. Cats Gas weed Wh"ef 2sw 2 cycle M. Fero- n2er epresdar Sang 22" $26. Hodge Tflmmef Black and D¢Cker 22• - $25. Excellent Condlpon - [206)772.6es6 t Refrigeraror - Rigidaire 18 cubic fool, Top Freezer, No frost, While colored, ReSgi+a• torfrreezer, Brand New Cerdidon $125., Call (253)857--OS39 You Haulf Mall Order STOP OVERPAYING for Beautiful Flulfy Ragdoil your prescrtptionSl 7ICA kittens. Pet price: SAVEI Call cur licensed $600 Rare Mink color - Canadian & International point. 425-295-4218 pharmacy, compare pric- es & get $25 OFF your Dogs first prescription) CALL 1-855-543-2095. Promo Code CDC201725. Wanted/Trade CASH PAID For: Record LPs, 45s, Reel to Reel 8 Track Tapes and CDs. AKC Standard Call TODAYI 206-499- Poodle Puppies 5307 2 Males & 1 Female �Ce►q Available. faintly pall MaFxcry Parets Parents genel!cally rested, good Imes. great th h a year health guarantee guano e & up to date on shots. W"QJJTPa6cpood1%.plm ar earl 509.-SU-6027 advertise in www.SoundClasslfieds.cDn Classifieds ilea wool tier err d.. evurara.r today! Labrador Retriever puppies Pointing 11 AKC, Far11a59C Bloodlines. 1-800-388-2527 Gres) FDogs' 36mb Guarantee. dassifleds@soundpubllshing.com $800• Call I360)631- SOUNDCLASSIFIEDS.COM 2391 Dogs Dogs FIB GOLDENDOODLE PUPPIES - 5 Males/2 Females, all gold to red colim Parents are 24 and 27 inches at shoul- der and waa�'gggh 50 and 60 pounds. Loving compan- ions with low shedding, low allergens. Father is red standard poodle, mother is F1 Goldendoo- dle, certified for eyes, hips and knees, healthy hearts. Wormed, vet check and first shots. $1250. https•J/vashonislandgol- dendoodles.shutter- Itycom allis)n4 dancin- gleaves.com 206-463-3844 Don't waste time! Start your job search now. Log on to www.SoundChssftds.com 24 hours a day 7 days a week. A new job is waiting for you. You've Got It! Somebody Wants It! Whatever you need to part with - your car, your truck, your boat, your house -the r Sound Classifieds can help you do it. Call or go online today to place yourad. It's Easy! Mlntatvre schnauceM Salt and F9pper, DOW, claw's a,, tans done. Females $1200'. Males SIM, First shots, will be ready for forever homes firs) week of Jelyl For pick rail or message [5D9}i3i•5578 aarago/�IL soles King County s,r... Estate Sale July 14th & 15th 9-5 Antique Hutch, Leaded glass windows Circa f920's, tools, furniture, OCC scale model mo- twcyclas. Cash pray Please. 651 S 150th St look forsigns, AA -I 7115 ANNUAL NEIGHBORHOOD GARAGE SALE next weekend sat, July le, gam-5pm. Meadow Park; located between SW 34V and 12w SW, Twin Lakes area. Look for sigrrs at all enlranoes. Sae you heral DWI miss it! Extra auto parts bring in extra cash when you place an ad in the Classifieds. Open 24 hours a day www.SoundiClessi ieds.com In Print 1 and Online! Vicinity Maps 18th Ave short plat Ref: 1710286100 au Short Plat; 18th Avenue South, (no Street number) Tax Parcels: 3674400135,3674400140,3674400145 RECEIVED 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Anstey Engineering 8627 NE 180th Street Bothell, WA 98011 Phone: 206-303-7639 Fax: 425-486-0267 E-mail: benanstey@ansteyengineering.com October 18, 2017 Subject: 18'h Avenue Short Plat response to Comments of 8-14-17 For: 9 Lot Short Plat located at 29808 181h Avenue S, Federal Way, WA. Parcel No. 3674400135,140 & 145 File No. 17-102861-00-SU To: City of Federal Way Attn: Becky Chapin CC: Ken Kumar 206-380-1535; Scott Bonifield email — kkgeneralcontractor@hotmail.com Dear Becky, In response to your comments of 8-14-2017 we have prepared the following: RESUBMITTED C C T ; 4 DTy OF FE-DER.41 J4.4A commu 1. Content form will be provided by Scott Bonifield 2. Setbacks of 20' front and 5 foot side and rear are shown. 10 foot side yards setbacks for corner lots 1 and 9are shown 3. A Fee in Lieu of Open Space letter will be provided 4. A Tree Plan is provided Plat Map Comments — By Surveyor 30foot ROW agreed to by City Engineering A. Road of 24 ft and 5 ft walk in 30 Ft Esmt agreed to 2 ft utility Easement provided as agreed to by City. B. Report revised to 2016 KCSWMD, W"M calculation provided for pond C. Conservation Flow Control Provided D. Enhanced Basic WQ provided with wetpond and Filterra Units at CB 1 and 3 E. The Entrances to 18th Ave are adjusted to match the Driveway Approach Detail Yours truly, 0 Ben amin P. Anstey, E. Civil Engineer Page 1 of 1 Job No. AE16-41 Short Plat File #17-10286-1-00-SU Owner: KK General Contractor, LLC: Kushal(Ken) Kumar (owner) 206-380-1535 Kushal Kumar is owner of both company Project Summary Zoning RS7.2 Lot 1: Existing home on NW corner of property to be retained 29808 18th Ave S. Federal Way,Wa 98003 Total Acreage of Site: 2.10+/- AREA CALCULATIONS ORIGINAL LOT: 91,517.21±S.F./2.10±ACRES RIGHT OF WAY DEDICATION (SOUTH): 307,80±S.F,/0.01±ACRES RIGHT OF WAY DEDICATION (NORTH): 27 7.02± S.F. /0.01 ± ACRES PRIVATE ROAD: 16.529.47±S.F./O.38±ACRES TRACT A: 7,346.68=MR/0.17fACRES NET PLAT AREA: 91,517.21±S.F.(GROSS PLAT AREA) 66,956.24±S.F. (NET PLAT AREA) -Short Plat File #17-10286-1-00-SU Adjacent Owner Lots with Names: KWAK CHUNG JUN #3674400141 OCHI NOBUYUKI+HITOMI KATO #36744400115 PRASAD RAMESH+SHASHI # 3674400117 LOWER CHAD # 3674400220 MILTON JOANNE #3674400215 JENSEN PETER ROLAND #3674400205 KINNEY VANCE R 3674400204 FED WAY 20TH AVE HOMES LLC #3674400197 LONG DALE D # 3674400190 PETE JAMES M #3674400187 SINGH GIAN & INDERJIT K #36744001-50,-52, -51 f RECEIVE® 44k Federal OF Way APPLICATION NO(s) Project Name JUN 14 2017 MASTER LAND USE APPLICATION DEPARTMENT OF COI IMUNrri, DEVELOPMENT CITY OF FEDERAL WAY 33325 8`I' Avenue South COMMUNITY DEVELOPMENT Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 w%vw.eit\,ol'Icdcrahv ay.com 17 - I z SO —00--Ve 8/16/2016 Property Address/Location 18th Avenue South Short Plat; 18th Avenue South, (no Street number) Parcel Number(s) 3674400135,3674400140,3674400145 Project Description Short Plat for the purpose of constructing 8 additional homes, one of which has already been built: 9 single family homes total. Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process 11 (Site Plan Review) Process III (Prn_ject Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use \_ Short Subdivision Subdivision Variance: Commercial/Residential Required Information RS7.2 Zoning Designation Single Family/High Density Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Single Family Occupancy Type Wood Frame Construction Type Applicant Name: KK General Contractor Address: 29645 18th Ave S City/State: Apt. #301 Zip: Federal Way, WA 98003 Phone: 206-380-1535 Fax: kkgeneralcontractor@hotmail.com Entail: Signature: Agent (il'diflerent than Applicant) Name: 4�CG! L Address: ������ City/State- Zip- Phone: `�' 1/' r Gf�% Fax: XII6l�lv! 4 G Email: Signature: Owner Name: KK General Contractor Address: 29808 18th Ave S City/State: Federal Way, WA Zip: 98003 Phone: 206-380-1535 Fax: kkgeneralcontractor@hotmail.com Email: Signature: Bulletin #003 — January 1, 2011 Page 1 or 1 17A. k:\Handouts\Master Land Use Application J� mahk.- CITY 101M**� OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003-6325 253-835-7000; Fax 253-835-2609 www.-ityoffeder_alway.corn DECLARATION OF DISTRIBUTION 1, Je SYe / ' C hereby declare, under penalty of perjury of the laws of the State of Washington, t at a.. Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or p-p'osted to or at each of the attached addresses on J✓l 1 2017. Proiect Name / File Number(s) l G 02 g i' 1-0 0—S U Signature 6 Date K:\PLANNING INTERN\Declaration of Distribution notices\Declaration a Distribution with Posting Sites.doc Posting Sites: Federal Way City Hall - 33325 8th Avenue Federal Way Regional Library - 34200 1 It Way South Federal Way 320th Branch Library - 848 South 320t" Street Subject Site - K:\PLANNING INTERN\Declaration of Distribution notices\Declaration of Distribution with Posting Sites.doc CITY OF Federal Way Mr. Scott Bonifield 30346 10th Avenue South Federal Way, WA 98003 home@seaglehome.net CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Re: File #17-10286V00-SU; LETTER OF COMPLETE APPLICATION 18th Avenue South Short Plat, Parcels 367440-0135, 367440-0140, and 367440-0145 Dear Mr. Bonifield: July 12, 2017 The Community Development Department is in receipt of your June 14, 2017, application submittal for the short subdivision of three single-family residential lots into nine single-family residential lots and one stormwater tract. Pursuant to Federal Way Revised Code (FWRC) I8.30.050(a), within 28 days of receiving a short subdivision application, the department shall notify the applicant whether the application is complete, or whether additional information is necessary. NOTICE OF COMPLETE APPLICATION Please consider this correspondence a formal Letter of Complete Application. Pursuant to FWRC 18.30.050, the application is deemed complete as of the date of this letter. The complete application determination is based on a review of your submittal relative to those requirements as set forth in FWRC 18.30.030. The submittal requirements are not intended to determine if an application conforms to the City of Federal Way codes; they are used only to determine if all required materials have been submitted. Having met the submittal requirements, a Notice of Application (NOA) will be posted on site, published in the Federal Wray Mirror, and posted on the city's official notice boards within 14 days of this letter. CLOSING Formal processing and review of your application will now begin. Technical review comments will follow at a later date. If you have any questions regarding this project, please feel free to contact me at 253-835- 2641, or becky.chapin@cityoffederalway.com. Sincerely, B"Cha Associate Planner enc: NOA c: Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Chris Cahan, South King Fire & Rescue Sria Asbury, Lakehaven Water & Sewer District K= Kumar, I K General Contractor, kk n ml n o a trn 7. a Doc ID 76174 RECEIVE® JUN 14 2017 COM UNITY FEDERAL WWHM2012 PROJECT REPORT General Model Information Project Name: 18TH AVENUE SHORT PLAT Site Name: 18th Ave SP Site Address: 29808 18th Ave S City: Federal Way, WA Report Date: 3/31/2017 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.00 Version Date: 2015/11/13 Version: 4.2.11 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for P051: �-50 Year 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: Groundwater: Pervious Land Use C, Forest, Mod Pervious Total Impervious Land Use Impervious Total Basin Total Element Flows To: Surface No No acre 2.1 2.1 acre 0 2.1 Interflow Groundwater 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 3 Mitigated Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Lawn, Mod 1.012 Pervious Total 1.012 Impervious Land Use acre ROADS FLAT 0.38 ROOF TOPS FLAT 0.62 POND 0.088 Impervious Total 1.088 Basin Total 2.1 Element Flows To: Surface Interflow Groundwater Trapezoidal Pond 1 Q 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 4 Routing Elements Predeveloped Routing 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 5 RECEIVED 18th Avenue S Plat J# AE2016-46 JUN 14 2017 6/20/2016 CITY OF FEDERAL WAY King County Surface Water Design Manual COMMUNITY DEVELOPMENT Wetpond Sizing Calculations per 6.4.1.1 Step 1 Volume Factor f = 3 Step 2 Mean Annual Storm Rainfall R = 0.47 Step 3 Runoff from Mean Annual Storm Vr = 1920.753 Vr = ((0.9Ai) + (0.25Atg)+(0.10Atf)+(0.01Ao)) x (R/12) Ai = Area of imperious surface sf 40260 Atg = Area of till soil covered with grass sf 51226 Atf = Area of till Soil covered with forest sf 0 Ao = Area of outwash soil covered with grass sf 0 Step 4 Wetpool Volume Vb = f x Vr = 5762.259 cf KUMAR ESTATES J#16-46 6/6/2017 EMERGENCY OVERFLOW SPILLWAY CALCULATION Q = 3.57 = 100YEAR PEAK FLOW IN CFS C = 0.6 g = 32.2 L = 6 LENGTH OF WIER IN FEET 6 FOOT MINIMUM H = 0.35 HEIGHT OF WATER OVER WIER IN FEET 3 SIDE SLOPE HORIZONTAL COEF L = ((Q/(3.21 *(H^(3/2))))-(2.4*H) - 4.531074 FEET USE 6' KUMAR ESTATES J#16-46 6/6/2017 RECEIVED EMERGENCY OVERFLOW SPILLWAY CALCULATION JUN 14 2017 Q = 3.57 = 100YEAR PEAK FLOW IN CFS CITYOF FEDERAL. WAY C = 0.6 COMMUN17Y DEVELOPMENT g = 32.2 L = 6 LENGTH OF WIER IN FEET 6 FOOT MINIMUM H = 0.35 HEIGHT OF WATER OVER WIER IN FEET 3 SIDE SLOPE HORIZONTAL COEF L = ((Q/(3.21 *(H^(3/2))))-(2.4*H) = 4.531074 FEET USE 6' 18th Avenue S Plat J# AE2016-46 6/20/2016 King County Surface Water Design Manual Wetpond Sizing Calculations per 6.4.1.1 Step 1 Volume Factor f = 3 Step 2 Mean Annual Storm Rainfall R = 0.47 Step 3 Runoff from Mean Annual Storm Vr = 1920.753 Vr = ((0.9Ai) + (0.25Atg)+(0.10Atf)+(0.01Ao)) x (R/12) Ai = Area of impervious surface sf 40260 Atg = Area of till soil covered with grass sf 51226 Atf = Area of till Soil covered with forest sf 0 Ao = Area of outwash soil covered with grass sf 0 Step 4 Wetpool Volume Vb = f x Vr = 5762.259 cf Lakehaven WATER & SEWER DISTRICT RECEIVED JUN 14 2017 OFFEDER COM UNfTY DEV 0 MENT SEWER CE RTIFICA F AVAILABILITY 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 -ilf; 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, sewer 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 (9) ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 367440013 , 3674400140, 3674400145 Site Address: 296HX-ISth Ave 5 Lakehaven GIs Grid: K-06 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 3,000+/- sf Applicant's Name: Ken Kumar SEWER SYSTEM INFORMATION 1. ❑ Sewer service can be provided by service connection to an existing " diameter sewer main that is approximately feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ®' Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ® a. 40+ - feet of 8" diameter sewer main or trunk to reach the site; and/or ® b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): Developer Extension Agreement required. 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater 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 proposed site land use is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service ti n Permijts re uire . DE Acireement *2 above must be a try Lakehaven r)ri.or W anysewer service activations . Comments/special conditions: I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: �% Date: r , 7 Kumar swr 3674400135 3674400140 3674400145.docx (Form Update 1/3/17) Page 1 of 2 3674400120 367 400215 3674400065 29632 29637 3674400125 29644 'S�.,_ 3674400131 1912 ,7r- 29650 3674400130 30a Hydrant 29652 6453450000 29645 3674400135 3674400204 29808 29801 r CO 3674400141 4M10 3674400140 3674400197 EX. �w Hydrant a 3674400145 3674400190 29813 ❑ r *' 3674400151 3674400152 3674400150 29828 36?4-M187 se, Z9830 29815 - f Hydrant 3374400155 3674400180 1966 �Y 36744OD160 3674300030 29850 1950 74400167 3674400165 36743000 0 2" GI a t7TE: I.akehaven Water and Sewer District neither varrants nor guarantees The accuracy or any facility inforrration provided. Facility locations and conditions are subject tofield verification. Water Certificate of Availability Parcels 3674400136, 3674400140, 3674400146 o taa �a Feed 2/27/2017 1 Kumar wtr 3674400135 3674400140 3674400145.docx (Form Update 1/3/17) Page 2 of 2 RECEIVED J U N 14 2017 CITY OF FEDERAL WAY COMMUNI T"Y DEVELOPMENT tLakehaven 16, WATER & SEWER DISTRICT 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 (9) ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 3674400135, 36744001. 3674400:14 Site Address: 296 X-18th Ave S Lakehaven GIS Grid: K-06 Ex. Bldg. Area to Remain: N A sf New Bldg. Area Proposed: 3.000+/- sf Applicant's Name: Ken Kumar wATER SYWEM INFORMA110 1. ® Water service can be provided by service connection to an existing 1L diameter water main that is approximately 18+/- 2. ® feet from the site. If on ite additional Fire h rants re ui , water service for the site will require an improvement to Lakehaven's water distribution system of: ® a. 18+ - feet of 8" diameter water main to reach the site; and/or ® b. The construction of a water distribution system on the site; and/or El c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or ® constructed; and/or d. Other (describe): Lakehaven Developer Ext nsion Agreeuir d ment re . 3. ® a. The existing water system is in conformance wlth 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. S. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; i Service Are ment s If a licable ® c. Other: Water Service Co necti❑ a lic ions r uire sub' ct a ecu n of . b kehaven or o n ne wat r s rvie connection activa ion DEAgreement#2 bove ust acc ed Comments/special conditions: . The nearest fire hydrant is approximately 30+1- [northl & 94+J— south} 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. 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(s)-AppSurvey: High 458+/-, Low 450+/- Est. Pressure Range at Meter(s) (psi): 26-38 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 ASBURRYY Title: DEVELOPMENT ENGINEERING SUPE V SO Signature: Date: 2 Kumar wtr 3674400135 3674400140 3674400145.docx (Form Update 1/3/17) Page 1 of 2 3674400065 f 29637 ti 3674400131 w 1 29650 E 30: OHy�tlrant.. 6453450000 29645 3674400120 a 3674400125 29644 I 3674400130 29652 3674400135 29808 1912 3674400204 29801 1 14 to 3674400141 14 29810 3674400140 3674400197 Ex. _ Fi ydrant ° 3674400145 M74400190 29813 r 36 :' —00151 3674400152 r 29828 3674400150 3 7444005 87 9i3' - r LC Ex. !•tytirant 3674400155 35 4400180 1966 9 3674400160 3674300 30 29850 1950 74400167 3574400165 367 3000 0 z" Q 0 oTt: Laketeven water and sewer Waiter Certificate of Availability ~ Distria ne;Mer varrants nor guarantees parcels 3674409135, 3674400140. 367440 45 the accurscy of any facility information iaa xoa provided. Facility locafons and condtions are aubjectfnftetd verificaSon. nor 27/2017 B1A Kumar wtr 3674400135 3674400140 3674400145.docx (Form Update 1/3/17) Page 2 of 2 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: July 3, 2017 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Tanya Noscimento, Federal Way School District FROM: FILE NUMBER(s): RELATED FILE NOS.: PROJECT ADDRESS: ZONING DISTRICT. - LAND USE PERMITS PROJECT CONTACT: Becky Chapin, Associate Planner, becky.chapin@cityoffederalway.com Please email me any completeness related comments by July 12, 2017. July 27, 2017 — internal discussion regarding technical comments 17-102861-00-SU 16-103046-00-PC & 17-101240-00-CN 18th Avenue S. Short Plat *NO SITE ADDRESS* RS 7.2 Proposed short subdivision of three (3) single family lots into nine (9) single family lots with a stormwater tract. One existing single family lot is to remain. Short Subdivision Scott Bonifield 30346 10t` Avenue S Federal Way, WA 98005 MATERIALS SUBMITTED: • Master Land Use Application • Water & Sewer Availability • Concurrency — Capacity Reserve Certificate ■ Geotechnical Report, prepared by GeoResources, LLC ■ Preliminary TIR ■ Title Report • Vicinity Map • Preliminary Drawings ■ Storm Pond Details ANCITY OF - Federal Way April 28, 2017 KK General Contractor Attn: Ken Kumar 29645 18`i' Ave S Federal Way, WA 98003 RECEIVED JUN 14 2017 U Y OF FEDERAL W.AY COMMUNri Y DEVELOPMENT Re: 17-101240-00-CN; 18u' Ave South Short Plat Concurrency CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 wwwcit yoffederal way. com Jim Ferrell, Mayor The Public Works Traffic Division has completed the concurrency test for the subject project, consisting of 9 single family lots. Based on the submitted information, the project "PASSED" the concurrency test. A Capacity Reserve Certificate (CRC) and a traffic concurrency test summary for the project are attached. The CRC certificate allows your project to proceed with other applicable permit processes. The CRC is valid until the development permit expires, is withdrawn or canceled whichever occur first. The CRC cannot be sold or transferred to property not included in the legal description provided by the applicant in the application for a CRC. If you have any questions or need additional information, please feel free to contact me at (253) 835-2743 or sarady.long@cityoffederalway.com. Sincerely, Sarady Long Senior Transportation 1'4annt g�il�eer SL:mt Enc: Traffic Concurrency Test Summary Capacity Reserve Certificate cc: Project File Day File L:\DEPT\PW\TRA\Concurrency\2017 CN Projects\17-101240_18th Ave Short Plat\CN Determination.doc PUBLIC WORKs DEPARTMENT CITY OF 33325 8`h Avenue South .- Federal Way Federal Way Fax 98835-6325 2709 253-835-2700; Fax 253-835-2709 �v ww�ci_yall'cKi�:s :� � wii x.um � CA PA CITYRESERVE CERTIFICATE (CRC} This CONCURRENCY DETERMINATION is made this 10`" day of April 2017 by the City of Federal Way (COFW), a political subdivision of the State of Washington (hereinafter called the "City"). WHEREAS, the developer intends to develop the property described as IS"' Ave South Short Plat reviewed under City file CN Number(s) 17-101240-CN (hereinafter called the "development"); and WHEREAS, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development approval if the development causes the level of service on a transportation facility to decline below the standards adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of the development are made concurrent with the development; and WHEREAS, the City adopted its comprehensive plan in November 1995; and WHEREAS, Chapter 19 of the COFW Revised Code was amended by the creation of Chapter 19.90 Division III on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and NOW, THEREFORE, a concurrency certificate is issued for the development of 8 new single family homes based on the facts and conditions set forth herein. Development Parameters This CONCURRENCY DETERMINATION is based on the following development: Development type: Single Family Development size: 9 single family homes, 1 existing Property address: 18th Ave South Federal Way, WA Parcel No. (s): 364400135,3674400140,3674400145 Number of New PM Peak Hour Vehicles Trips Generated: 11 Validity of Concurrency Determination This CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval consistent with the development parameters and the City file number contained within this certificate. If the development is changed, expired, cancelled or withdrawn, it will be subjected to reevaluation for concurrency purposes. Terms of the Capacity Reserve Certificate This CAPACITY RESERVE CERTIFICATE is valid until the underlying development permit expires, is withdrawn or cancelled, whichever occurs first. Approved By: Date: !z It,— 7 Printed Name: Richard A. Perez, P.E Title: Cit Traffic En 'neer t Lot Report 7/6/2017 12:50 LOT 1 OF BLOCK 1, TYPE: LOT, PNT# Bearing Distance Northing Easting Station 50000 125760.711 1274131.207 0.000 N 88°19'16" W 99.276 50001 125763.619 1274031.973 99.276 Radius: 25.000 Length: 44.923 Chord: 39.119 Delta: 102*57123" Chord BRG: N 36°50134" W Rad-In: N 01°40144" E Rad-Out: S 75*21153" E Radius Point: 50002 125788.609,1274032.706 Tangent: 31.405 50003 125794.925 1274008.517 144.199 N 14°38'07" E 30.151 50004 125824.098 1274016.135 174.351 S 88°19'12" E 116.837 50005 125820.673 1274132.922 291.188 S O1°38'20" W 59.967 50000 125760.711 1274131.207 351.175 Closure Error Distance> 0.00000 Total Distance> 351.175 LOT AREA: 7200.50 SQ FT OR 0.17 ACRES LOT 2 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50006 125747.704 1274216.897 0.000 Radius: 50.000 Length: 32.984 Chord: 32.389 Delta: 37°47'49" Chord BRG: N 69°25121" W Rad-In: S 39°28'33" W Rad-Out: S 01°40'44" W Radius Point: 50007 125709.109,1274185.109 Tangent: 17.117 50008 125759.088 1274186.574 32.984 N 68°19'16" W 55.391 50000 125760.711 1274131.207 88.375 N O1°38'20" E 59.987 50005 125820.673 1274132.922 14B.363 S 88°19'12" E 141.009 50009 125816.540 1274273.870 289.371 S 39°36'49" W 89.355 50006 125747.704 1274216.897 378.726 Closure Error Distance> 0.00000 Total Distance> 378.726 LOT AREA: 7200.10 SQ FT OR 0.17 ACRES LOT 3 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50010 125726.606 1274231.948 0.000 Radius: 50.000 Length: 26.215 Chord: 25.916 Delta: 30°02126" Chord BRG: N 35°30114" W Rad-In: S 69°30159" W Rad-Out: S 39°28133" W Radius Point: 50007 125709.109,1274185.109 Tangent: 13.416 50006 125747.704 1274216.897 26.215 N 39°36149" E 89.355 50009 125816.540 1274273.870 115.571 S 88°19112" E 100.549 50011 125813.592 1274374.376 216.119 S 07°51'42" W 35.956 50012 125777.974 1274369.458 252.075 S 69°30159" W 146.791 50010 125726.606 1274231.948 398.866 Closure Error Distance> 0.00000 EC� Total Distance> 398.866 RECEIVED JUL 11 2017 CITY OF FEDERAL WAY CAMMUNI Y GEYELOPMENT LOT AREA: 7993.20 SQ FT OR 0.18 ACRES LOT 4 OF BLOCK 1, TYPE:,LOT PNT# Bearing Distance Northing Easting Station 50013 125689.100 1274357.186 0.000 N 88*19126" W :122.578 50014 125692.685 1274234.660 122.578 N 01°38120" E 15.000 50015 125707.679 1274235.089 137.578 Radius: 50.000 Length: 19.306 Chord: 19.186 Delta: 22°07'21" Chord BRG: N 09*25120" W Rad-In: N 88-21140" W Rad-Out: S 69*30159" W Radius Point: 50007 125709.109,1274185.109 Tangent: 9.775 50010 125726.606 1274231.948 156.884 N 69°30'59" E 146.791 50012 125777.974 1274369.458 303.675 S 07°51'42" W 89.718 50013 125689.100 1274357.186 393.392 Closure Error Distance> 0.00000 Total Distance> 393.392 LOT AREA: 7829.07 SQ FT OR 0.18 ACRES LOT 5 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50016 125608.431 1274346.047 0.000 N 69°27154" W 123.079 50017 125651.604 1274230.788 123.079 Radius: 50.000 Length: 16.490 Chord: 16.415 Delta: 18°53146" Chord BRG: N 11*05'13" E Rad-In: N 69°27154" W Rad-Out: N 88*21140" W Radius Point: 50018 125669.144,1274183.966 Tangent: 8.321 50019 125667.713 1274233.945 139.569 N 01*38120" E 24.982 50014 125692.685 1274234.660 164.551 S 88°19126" E 122.578 50013 125689.100 1274357.186 287.129 S 07*51142" W 81.434 50016 125608.431 1274346.047 368.564 Closure Error Distance> 0.00000 Total Distance> 368.564 LOT AREA: 7371.92 SQ FT OR 0.17 ACRES LOT 6 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50020 125544.624 1274337.236 0.000 N 88°19126" W 43.461 50021 125545.895 1274293.794 43.461 N 41°52131" W 115.085 50022 125631.587 1274216.974 158.546 Radius: 50.000 Length: 24.568 Chord: 24.322 Delta: 28°09110" Chord BRG: N 34*36142" E Rad-In: N 41*18143" W Rad-Out: N 69*27154" W Radius Point: 50018 125669.144,1274183.966 Tangent: 12.537 50017 125651.604 1274230.78E 183.114 S 69*27154" E 123.079 50016 125608.431 1274346.047 306.193 S 07*51142" W 64.412 50020 125544.624 1274337.236 370.605 Closure Error Distance> 0.00000 Total Distance> 370.605 LOT AREA: 7459.75 SQ FT OR 0.17 ACRES LOT 7 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50021 125545.895 1274293.794 0.000 N 88°19'26" W 132.854 50023 125549.781 1274160.996 132.854 N O1°38'20" E 69.983 50024 125619.736 1274162.998 202.838 S 88°19'21" E 19.512 50025 125619.165 1274182.502 222.350 Radius: 50.000 Length: 37.516 Chord: 36.642 Delta: 42*59123" Chord BRG: N 70°10158" E Rad-In: N O1°40139" E Rad-•Out: N 41°18'43" W Radius Point: 50018 125669.144,1274183.966 Tangent: 19.690 50022 125631.587 1274216.974 259.866 S 41°52'31" E 115.085 50021 125545.895 1274293.794 374.950 Closure Error Distance> 0.00000 Total Distance> 374.950 LOT AREA: 7200.10 SQ FT OR 0.17 ACRES LOT 8 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50023 125549.781 1274160.996 0.000 N 88°19126" W 102.890 50026 125552.791 1274058.150 102.890 N O1°38'20" E 69.986 50027 125622.748 1274060.152 172.876 S 88°19'21" E 102.890 50024 125619.736 1274162.998 275.765 S O1°36120" W 69.983 50023 125549.781 1274160.996 345.749 Closure Error Distance> 0.00000 Total Distance> 345.749 LOT AREA: 7200.70 SQ FT OR 0.17 ACRES LOT 9 OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50026 125552.791 1274058.150 0.000 N 88°19'26" W 112.056 50028 125556.069 1273946.142 112.056 N 14°38'07" E 51.916 50029 125606.301 1273959.260 163.973 Radius: 25.000 Length: 33.616 Chord: 31.140 Delta: 77°02'32" Chord BRG: N 53*0912311 E Rad-In: S 75°21153" E Rad-Out: S O1-40139" W Radius Point: 50030 125599.984,1273983.448 Tangent: 19.901 50031 125624.974 1273984.180 197.589 S 88°19'21" E 76.005 50027 125622.748 1274060.152 273.593 S O1°38'20" W 69.966 50026 125552.791 1274058.150 343.579 Closure Error Distance> 0.00000 Total Distance> 343.579 LOT AREA: 7200.00 SQ FT OR 0.17 ACRES LOT TRACT A OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50032 125668.571 1274203.957 0.000 Radius: 20.000 Length: 31.429 Chord: 28.294 Delta: 90°02'19" Chord BRG: S 46°39130" W .Rad-In: N 88°21140" W. Rad-Out: N O1°40'3911.E Radius Point: 50018 125669.144,1274183.966 Tangent: 20.013 50033 125649.152 1274183.380 31.429 N 88°19121" W 73.987 50034 125651.318 1274109.425 105.416 N O1°38120" E 79.984 50035 125731.269 1274111.713 185.400 S 88*19116" E 74.014 50036 125729.100 1274185.695 259.414 Radius: 20.000 Length: 31.402 Chord: 28.274 Delta: 89°57!36" Chord BRG: S 43°20128" E Rad-In: S O1°40'44" W Rad-Out: N 88°21140" W Radius Point: 50007 125709.109,1274185.109 Tangent: 19.986 50037 125708.537 1274205.101 290.816 S O1°38120" W 39.982 50032 125668.571 1274203.957 330.797 Closure Error Distance> 0.00000 Total Distance> 330.797 LOT AREA: 7346.68 SQ FT OR 0.17 ACRES LOT PRIVATE ROAD OF BLOCK 1, TYPE: LOT PNT# Bearing Distance Northing Easting Station 50022 125631.587 1274216.974 0.000 Radius: 50.000 Length: 37.516 Chord: 36.642 Delta: 42°59123" Chord BRG: S 70°10158" W Rad-In: N 41°18143" W Rad-Out: N O1°40139" E Radius Point: 50018 125669.144,1274183.966 Tangent: 19.690 50025 125619.165 1274182.502 37.516 N W 19'21" W 19.512 50024 125619.736 1274162.998 57.028 N 88*19121" W 102.890 50027 125622.748 1274060.152 159.918 N 88*19121" W 76.005 50031 125624.974 1273984.180 235.922 Radius: 25.000 Length: 33.616 Chord: 31.140 Delta: 77°02'32" Chord BRG: S 53°09123" W Rad-In: S O1°40139" W Rad-Out: S 75°21153" E Radius Point: 50030 125599.984,1273983.448 Tangent: 19.901 50029 125606.301 1273959.260 269.538 S 14*38107" W 51.916 50028 125556.069 1273946.142 321.455 N 88°19126" W 3.078 50038 125556.159 1273943.065 324.533 N 14'38107" E 71.817 50039 125625.646 1273961.211 396.350 N 14*38107" E 20.523 50040 125645.503 1273966.396 416.873 N 14°38107" E 10.261 50041 125655.431 1273968.9B9 427.134 S 88°19121" E 140.497 50034 125651.318 1274109.425 567.631 S W 19'21" E 73.987 50033 125649.152 1274183.380 641.617 Radius: 20.000 Length: 31.429 Chord: 28.294 Delta: 90°02119" Chord BRG: N 46'39130" E Rad-In: N O1*40139" E Rad-Out: N 88°21'40" W Radius Point: 50018 125669.144,1274183.966 Tangent: 20.013 50032 125668.571 1274203.957 673.047 N O1°38120" E 39.982 50037 125708.537 1274205.101 713.029 Radius: 20.000 Length: 31.402 Chord: 28.274 Delta: 89°57'36" Chord BRG: N 43*20128". W Rad-In: N 88°21140" W Rad-Out: S O1-401,44" W Radius Point: 50007 125709.109,1274185.109 Tangent: 19.986 50036 125729.100 1274185.695 744.431 N 88*19116" W 74.014 50035 125731.269 1274111.713 81B.445 N 88*19116" W 122.038 50042 125734.845 1273989.727 940.483 N 14°38'07" E 30.784 50043 125764.630 1273997.505 971.267 N 14°38107" E 61.556 50044 125824.189 1274013.058 1032.823 S 88°19'12" E 3.078 50004 125824.098 1274016.135 1035.901 S 14°38107" W 30.151 50003 125794.925 1274008.517 1066.053 Radius: 25.000 Length: 44.923 Chord: 39.119 Delta: 102°57'23" Chord BRG: S 36°50134" E Rad-In: S 75°21153" E Rad-Out: N O1°40'44" E Radius Point: 50002 125788.609,1274032.706 Tangent: 31.405 50001 125763.619 1274031.973 1110.976 S 88°19116" E 99.276 50000 125760.711 1274131.207 1210.252 S 88*19116" E 55.391 50008 125759.088 1274186.574 1265.643 Radius: 50.000 Length: 32.984 Chord: 32.389 Delta: 37°47149" Chord BRG: S 69*25121" E Rad-In: S O1°40144" W Rad-Out: S 39*28133" W Radius Point: 50007 125709.109,1274185.109 Tangent: 17.117 50006 125747.704 1274216.897 1298.627 Radius: 50.000 Length: 26.215 Chord: 25.916 Delta: 30°02126" Chord BRG: S 35*30114" E Rad-In: S 39°28'33" W Rad-Out: S 69°30'59" W Radius Point: 50007 125709.109,1274185.109 Tangent: 13.416 50010 125726.606 1274231.948 1324.842 Radius: 50.000 Length: 19.306 Chord: 19.186 Delta: 22°07'21" Chord BRG: S 09*25120" E Rad-In: S 69*30159" W Rad-Out: N 88°21140" W Radius Point: 50007 125709.109,1274185.109 Tangent: 9.775 50015 125707.679 1274235.089 1344.148 S O1*38120" W 15.000 50014 125692.685 1274234.660 1359.148 S 01*38120" W 24.982 50019 125667.713 1274233.945 1384.130 Radius: 50.000 Length: 16.490 Chord: 16.415 Delta: 18*53146" Chord BRG: S 11*05'13" W Rad-In: N 88*21140" W Rad-Out: N 69*271541, W Radius Point: 50018 125669.144,1274183.966 Tangent: 8.321 50017 125651.604 1274230.788 1400.620 Radius: 50.000 Length: 24.568 Chord: 24.322 Delta: 28*09110" Chord BRG: S 34`36'42" W Rad-In: N 69°27154" W Rad-Out: N 41°18143" W Radius Point: 50018 125669.144,1274183.966 Tangent: 12.537 50022 125631.587 1274216.974 1425.188 Closure Error Distance> 0.00000 Total Distance> 1425.188 LOT AREA: 17515.20 SQ FT OR 0.40 ACRES W A NL BLOCK 1 TOTAL AREA: 91517 .21 SQ FT OR 2.10 ACRES C3� AVASy� :. Wit ,� LAW/ A 1. 2. 3. 4. 11201 SE 8th ST, Suite 200 Bellevue, WA 98004 e W T I T L E .NET FECEIVED Ph Fax: (425) 896-3985 897 JUN 14 2017 Order No.: BH-40188133 COMMUNEDEVELOP EW'lY ME&fT COMMITMENT FOR TITLE INSURANCE ISSUED BY TITLE RESOURCES GUARANTY COMPANY SCHEDULE A Effective Date: March 14, 2017 at 8:00 a.m. Commitment No.: BH 40188133 Policy or Policies to be issued: ALTA OWNER'S POLICY 6-17-2006 - STANDARD COVERAGE PROPOSED INSURED: TO BE DETERMINED AMOUNT: $ 0.00 PREMIUM: $ 0.00 TAX: $ 0.00 TOTAL: $ 0.00 ALTA LOAN POLICY 6-17-06 SIMULTANEOUS ISSUE PROPOSED INSURED: AMOUNT: PREMIUM: TAX: TOTAL: TO BE DETERMINED $ 0.00 $ 0.00 $ 0.00 $ 0.00 Title to the fee simple estate or interest in the land described or referred to in this Commitment is at the Effective Date hereof vested in: Kushal Kumar, as his separate estate, as to Parcel A and KK General Contractor, LLC, as to Parcel B and C The land referred to in this Commitment is described as follows: See Exhibit "A" attached hereto. TRGC Form: WA 09/28/2011 EXHIBIT "A" PARCEL A: Order No: BH-40188133 LOT 7 IN BLOCK 2 OF JEANNETTE SOUNDVIEW TRACTS, AS PER PLAT RECORDED IN VOLUME 44 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; PARCEL B: THAT PORTION OF LOT 8 IN BLOCK 2 OF JEANNETTE SOUNDVIEW TRACTS, AS PER PLAT RECORDED IN VOLUME 44 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL C: PARCEL B OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 06- 104745-00-SU, AS PER BOUNDARY LINE ADJUSTMENT RECORDED AUGUST 10, 2007 UNDER RECORDING NO. 20070810900014, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. APN: 3674400135,3674400145,3674400140 THE ADDRESS FOR THE EXHIBIT "A" ABOVE IS AS FOLLOWS: Federal Way, WA 98003 THE PROPERTY ADDRESS SHOWN ABOVE IS NOT PART OF THE LEGAL DESCRIPTION FOR THE TITLE TO THE LAND TO BE INSURED. Order No. BH 40188133 EXHIBIT "A" - Continued Order No.: BH-40188133 COMMITMENT FOR TITLE INSURANCE ISSUED BY TITLE RESOURCES GUARANTY COMPANY SCHEDULE B - SECTION I REQUIREMENTS: The following requirements must be satisfied (unless otherwise noted, all documents required to be recorded must be recorded in the official real estate records of the county in which said property is located): 1. Payment of the necessary consideration for the estate or interest to be insured. 2. Pay all premiums, fees and charges for the policy. 3. Documents satisfactory to the Company creating the estate or interest to be insured, must be properly executed, delivered and duly filed of record. 4. Payment of all taxes and/or assessments levied against the Land which are due, payable or delinquent. 5. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may have additional requirements or exceptions. SCHEDULE B - SECTION II EXCEPTIONS: Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. 1. See Schedule B - Section II Standard Exceptions. 2. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS: 1. REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPTER 82.45 AND SUBSEQUENT AMENDMENTS THERETO. AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78%. FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005: • A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; • A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE; TRGC Form: WA 09/28/2011 Order No.: BH-40188133 SCHEDULE B- SECTION II (CONTINUED) 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 3674400135 YEAR BILLED PAID BALANCE 2017 $1,968.69 $0.00 $1,968.69 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,968.69, LEVY CODE: 1205 ASSESSED VALUE LAND: $134,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 TOTAL ASSESSED VALUE: $134,000.00 (AFFECTS PARCEL A) 3. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 3674400140 YEAR BILLED PAID BALANCE 2017 $1,744.61 $0.00 $1,744.61 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,744.61. LEVY CODE: 1205 ASSESSED VALUE LAND; $125,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 TOTAL ASSESSED VALUE: $125,000.00 (AFFECTS PARCEL B) 4. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 3674400145 YEAR BILLED PAID BALANCE 2017 $1,897.92 $0.00 $1,897.92 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,897.92. LEVY CODE: 1205 ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: TOTAL ASSESSED VALUE: (AFFECTS PARCEL C) TRGC Form: WA 09/28/2011 $136,000.00 $0.00 $136,000.00 Order No.: BH-40188133 7. E. 91 10 SCHEDULE B- SECTION II (CONTINUED) NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE -DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: FEDERAL WAY WATER & SEWER DISTRICT RECORDED: MAY 18, 1987 RECORDING NO.: 8705181420 ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF JEANNETTE SOUNDVIEW TRACTS RECORDED UNDER RECORDING NO. 3716663. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20070810900014. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN' REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROAD AND UTILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 6189463 SAID EASEMENT IS BEING MADE FOR THE PURPOSE OF ADEQUATELY CLARIFYING THE PROVISIONS OF EASEMENT RECORDED UNDER RECORDING NO. 6153484 AGREEMENT LOW PRESSURE WATER SERVICE AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JULY 24, 2009 RECORDING NO.: 20090724001018 AGREEMENT COTTAGES AT REDONDO AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JULY 24, 2009 RECORDING NO.: 20090724001011 AND AMENDMENTS THERETO: RECORDED: MAY 30, 2014 RECORDING NO.: 20140530000087 AND AMENDMENTS THERETO: RECORDED: JUNE 05, 2015 RECORDING NO.: 20150605000122 TRGC Form: WA 09/28/2011 Order No.: BH-40188133 SCHEDULE B- SECTION II (CONTINUED) 11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: KUSHAL KUMAR, AN UNMARRIED MAN TRUSTEE: WASHINGTON SERVICES INC. BENEFICIARY: WASHINGTON FEDERAL, NATIONAL ASSOCIATION ORIGINAL AMOUNT: $340,000.00 DATED: JULY 11, 2016 RECORDED: JULY 26, 2016 RECORDING NO.: 20160726000820 (AFFECTS PARCEL A) 12. WE ARE INFORMED THAT KK GENERAL CONTRACTOR, LLC IS A LIMITED LIABILITY COMPANY (LLC). A COPY OF THE DUPLICATE ORIGINAL OF THE FILED LLC CERTIFICATE OF FORMATION, THE LLC AGREEMENT, AND ALL SUBSEQUENT MODIFICATIONS OR AMENDMENTS MUST BE SUBMITTED TO THE COMPANY FOR REVIEW. 13. ANY CONVEYANCE OR MORTGAGE BY KK GENERAL CONTRACTOR, LLC, A LIMITED LIABILITY COMPANY (LLC), MUST BE EXECUTED BY ALL THE MEMBERS, OR EVIDENCE SUBMITTED THAT CERTAIN DESIGNATED MEMBERS OR MANAGERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. 14. THE LAND DESCRIBED IN THIS COMMITMENT APPEARS TO BE RESIDENTIAL IN NATURE AND MAY BE SUBJECT TO THE PROVISIONS OF R.C.W.6.13.010, ET SEQ. (HOMESTEAD STATUTE) IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE. IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE, R.C.W.6.13.060 REQUIRES THAT ALL DOCUMENTS CONVEYING OR ENCUMBERING THE LAND MUST BE EXECUTED BY EACH SPOUSE OR DOMESTIC PARTNER, INDIVIDUALLY. ALTERNATIVELY, THE COMPANY WILL ACCEPT A DEED IDENTIFYING THE NON -VESTED SPOUSE OCCUPYING THE PROPERTY AS THE GRANTOR AND THE VESTED SPOUSE AS GRANTEE. IN THE EVENT THAT THE COMPANY RECEIVES DOCUMENTS TO INSURE THAT ARE NOT EXECUTED AS REQUIRED, THE COMPANY MAY BE UNABLE TO RECORD OR TO INSURE THE TRANSACTION. PLEASE CONTACT YOUR TITLE OFFICER IF YOU HAVE ANY QUESTIONS. NOTE 1: WITHIN THE PAST 36 MONTHS, THE FOLLOWING CONVEYANCES HAVE BEEN RECORDED IN KING, COUNTY, WHICH AFFECT THE PROPERTY DESCRIBED IN SCHEDULE A HEREIN: A. QUIT CLAIM DEED, RECORDING NO. 20160617000214 B. STATUTORY WARRANTY DEED, RECORDING NO. 20160427001749 C. QUIT CLAIM DEED, RECORDING NO. 20151204000572 D. QUIT CLAIM DEED, RECORDING NO. 20151203000621 E. PERSONAL REPRESENTATIVE'S DEED, RECORDING NO. 20150202000483 F. STATUTORY WARRANTY DEED, RECORDING NO. 2.016012600.0643 TRGC Form: WA 09/28/2011 Order No.: BH-40188133 SCHEDULE B- SECTION II (CONTINUED) NOTE 2: THE COMPANY HAS BEEN ASKED TO ISSUE SIMULTANEOUS POLICIES WITHOUT DISCLOSURE OF THE LIABILITY AMOUNTS. THIS COMMITMENT SHALL BE EFFECTIVE ONLY WHEN THE AMOUNTS OF THE OWNER'S AND LENDER'S POLICIES COMMITTED FOR HAS BEEN INSERTED IN SCHEDULE A HEREOF. THE FORTHCOMING OWNER'S POLICY MUST BE ISSUED IN AN AMOUNT AT LEAST EQUAL TO THE FULL VALUE OF THE ESTATE INSURED IN ACCORDANCE WITH OUR RATING SCHEDULE ON FILE IN THE OFFICE OF THE WASHINGTON STATE INSURANCE COMMISSIONER. THE COMPANY MAY HAVE FURTHER REQUIREMENTS IF THE UNDISCLOSED AMOUNT TO BE INSURED EXCEEDS THE CURRENT ASSESSED VALUATION. NOTE 3: TITLE WILL BE VESTED IN PARTIES YET TO BE DISCLOSED. WHEN TITLE IS VESTED, THEIR TITLE WILL BE SUBJECT TO MATTERS OF RECORD AGAINST THEIR NAMES. NOTE 4: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: VACANT LAND KNOWN AS: FEDERAL WAY, WA 98003 MAP NOTE 5: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT CW TITLE MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1). NOTE 6: THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL BEFORE CLOSING IF CHANGES ARE NECESSARY. CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES. NOTE 7; THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PARCEL A: LOT 7 IN BLK 2 OF JEANNETTE SOUNDVIEW TRACTS PARCEL B: THAT PTN OF LOT 8 IN BLOCK 2 OF JEANNETTE SOUNDVIEW PARCEL C: PARCEL B OF CITY OF FEDERAL WAY BLA NO. 06-104745-00-SU NOTE 8: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY OFFICE. NOTE 9: THE POLICY(S) OF INSURANCE MAY CONTAIN A CLAUSE PERMITTING ARBITRATION OF CLAIMS AT THE REQUEST OF EITHER THE INSURED OR THE COMPANY. UPON REQUEST, THE COMPANY WILL PROVIDE A COPY OF THIS CLAUSE AND THE ACCOMPANYING ARBITRATION RULES PRIOR TO THE CLOSING OF THE TRANSACTION. TRGC Form: WA 09/28/2011 Order No.: BH-40188133 SCHEDULE B- SECTION II (CONTINUED) NOTE 10: PURSUANT TO MODIFIED PROVISIONS OF CHAPTER B65 OF THE FHLMC SINGLE FAMILY SELLER/SERVICER GUIDE AND THE FNMA SERVICING GUIDE, SHORT SALE LETTERS FROM FHLMC AND FNMA MAY PROHIBIT SUBSEQUENT RESALE FOR UP TO 90 DAYS. PLEASE NOTIFY THE COMPANY IMMEDIATELY IF YOU RECEIVE A SHORT SALE APPROVAL LETTER PROHIBITING SUBSEQUENT RESALE FOR UP TO 90 DAYS. NOTE 11: A $1.00 MAILING FEE WILL BE CHARGED PER DOCUMENT RECORDED. NOTE 12: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: CW TITLE COLUMBIA CENTER 701 5TH AVENUE, 42ND FLOOR SEATTLE, WA 98104 ATTN: RECORDING DEPT. CW TITLE PRE -ADDRESSED ENVELOPES MAY STILL BE USED WHEN SENDING DOCUMENTS VIA TDS (TITLE DELIVERY SERVICE) TO THE ADDRESS ON THE FACE OF THE COMMITMENT COVER PAGE OR TO THE ABOVE ADDRESS. (END OF SPECIAL EXCEPTIONS) Investigation should be made to determine if there are any sewer treatment capacity charges or if there are any service, installation, maintenance, or construction charges for sewer, water or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. Unless otherwise requested or specified herein, the forms of policy to be issued in connection with this Commitment will be the ALTA Homeowner's Policy of Title Insurance (2-03-10), and/or the ALTA Loan Policy (6-17-06). If the policy to be issued is the ALTA Homeowner's Policy of Title Insurance (2-03-10), certain Covered Risks will be subject to maximum dollar limits of liability and deductible amounts. The Policy committed for or requested may be examined by inquiry at the office that issued the Commitment. A specimen copy of the Policy form(s) referred to in this Commitment will be furnished promptly upon request. Disclosure of Affiliated Business. CW Title has a business relationship with several Windermere Real Estate firms that own shares of CW Title through various entities. Several Windermere Real Estate Firms own shares specifically through one of the parent companies of CW Title. Because of this relationship, if you are working with a broker from a Windermere Real Estate firm, the firm may receive a financial benefit from referring a client to CW Title. You are not required to use CW Title as a condition to your purchase or sale of a particular property. There are other settlement service providers available with similar services for comparable prices. BQ1 Enclosures: TRGC Form: WA 09/28/2011 Order No.: BH-40188133 SCHEDULE B- SECTION II (CONTINUED) Sketch Vesting Deed Paragraphs All recorded encumbrances TRGC Form: WA 09/28/2011 Order No.: BH-40188133 TITLE 4 . RESOURCES COMMITMENT FOR TITLE INSURANCE Issued by Title Resources Guaranty Company Title Resources Guaranty Company a Texas corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 180 days after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Title Resources Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. +y Title Resources Guaranty Company P� �t . y �•� BY: 6r� E4KW, o Vice Fr *4M seam TRGC Form: WA 09/28/2011 Order No.: BH-40188133 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://w"rw.alta.org/>. TRGC Form: WA 09/28/2011 Order No.: BH-40188133 SCHEDULE B- SECTION II (CONTINUED) STANDARD EXCEPTIONS The matters listed below each policy form are expressly excepted from the coverage of that policy and that policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason thereof. SCHEDULE B STANDARD EXCEPTIONS THAT WILL APPEAR IN ALTA OWNER'S and LOAN POLICY — STANDARD COVERAGE 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession, or claiming to be in possession, thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land, and that is not shown by the Public Records. 5. Any lien, or right to a lien, for labor, material, services or equipment, or for contributions to employee benefit plans, or liens under Worker's Compensation Acts, not disclosed by the public records. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under (a), (b), (c) or (d) are shown by the public records. 7. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. S. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity, or garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. SCHEDULE B STANDARD EXCEPTIONS THAT WILL APPEAR IN ALTA OWNER'S POLICY— EXTENDED COVERAGE 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Underground easements, servitudes or installations which are not disclosed by the public records. 3. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under (a), (b), (c) or (d) are shown by the public records. 4. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 5. Any service, installation, ✓connection, maintenance or construction charges for sewer, water, electricity, or garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. TRGC Form: WA 09/28/2011 The following are the Exclusions From Coverage contained in the form of the policy or policies as described in Schedule A of the Commitment. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing -business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth -in -lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or -fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). TRGC Form: WA 09/28/2011 AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or B. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or -agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A. is (a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as, shown in Schedule A. Order No.: BH-40188133 AMERICAN LAND TITLE ASSOCIATION HOMEOWNER'S POLICY OF TITLE INSURANCE FOR A ONE -TO -FOUR FAMILY RESIDENCE (2-03-10) EXCLUSIONS FROM COVERAGE In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; C. land use; d. improvements on the Land; e. land division; and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; C. that result in no loss to You; or d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws. TRGC Form: WA 09/28/2011 �;�TITLE RESOURCES GUARANTY COMPANY Rev. 03-03-2017 WHAT DOES TITLE RESOURCES GUARANTY COMPANY DO WITH YOUR PERSONAL INFORMATION? Why? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some but not all sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do.. What? They types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and account balances • Payment history and credit card or other debt • Checking account information and wire transfer instructions When you are no longer our customer, we continue to share your information as described in this notice. I..low? All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information; the reasons TITLE RESOURCES GUARANTY COMPANY chooses to share; and whether you can limit this sharing. Reasons we can share your Does TITLE I Can you limit this personal information RESOURCES sharing? GUARANTY COMPANY share? For our everyday business purposes — such as to process your transactions, maintain your account(s), respond to Yes No court orders and legal investigations, or report to credit bureaus For our marketing purposes — to offer our Yes No products and services to you For joint marketing with other financial No We don't share companies For our affiliates' everyday business purposes — information about your Yes No transactions and experiences For our affiliates' everyday business purposes — information about your No We don't share creditworthiness For our affiliates to market to you No We don't share For nonaffiliates to market to you No We don't share Questions? I Call (888) 485-3791 Who we are Who is providing this notice? TITLE RESOURCES GUARANTY COMPANY What we do How Does TITLE RESOURCES To protect your personal information from unauthorized access and use, GUARANTY COMPANY protect we use security measures that comply with federal law. These measures my personal information? include computer safeguards and secured files and buildings. How does TITLE RESOURCES We collect your personal information, for example, when you GUARANTY COMPANY collect my personal information? 0 Apply for insurance or pay insurance premiums • Provide your mortgage information or show your driver's license • Give us your contact information We also collect your personal information from others, such as credit bureaus, affiliates, or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only • Sharing for affiliates' everyday business purposes - information about your creditworthiness • Affiliates from using your information to market to you • Sharing for nonaffiliates to market to you State laws and individual companies may give you additional rights to limit sharing. Definitions Affiliates Companies related by common ownership or control. They can be financial and nonfinancial companies. • Our affiliates include companies that are owned in whole or in part by Realogy Holdings Corp., such as Better Homes and Gardens® Real Estate, CENTURY 21 & Coldwell Banker®, Coldwell Banker Commercial©, the Corcoran Group& ERA®, Sotheby's International Realty& ZipRealty®, NRT LLC, Cartus and Title Resources Group. Nonaffiliates Companies not related by common ownership or control. They can be financial and nonfinancial companies • TITLE RESOURCES GUARANTY COMPANY does not share with nonaffiliates so they can market to you. Joint Marketing A formal agreement between nonaffiliated financial companies that together market financial products or services to you. • TITLE RESOURCES GUARANTY COMPANY does not share with nonaffiliated financial companies for joint marketing purposes. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. AFFILIATED BUSINESS ARRANGEMENT DISCLOSURE STATEMENT To: Consumer Property: Federal Way, WA 98003 From: CW Title Date: March 14, 2017 Thank you for contacting CW Title (hereinafter "Agent"). Agent is jointly owned by WTG LLC (800/0 owner) and Title Resources Guaranty Company ("TRG") (20% owner). This is to give you notice that Agent has a business relationship with Title Resources Guaranty Company, which is a title insurance underwriting company. TRG's parent company is also the one hundred percent owner of Title Resources Guaranty Company. Because of this relationship, this referral of business to the underwriter below may provide Agent a financial or other benefit. Set forth below is the estimated charge or range of charges for the underwriting services listed. You are NOT required to use the underwriter below in connection with the provision of title services. THERE ARE FREQUENTLY OTHER UNDERWRITERS AVAILABLE WITH SIMILAR SERVICES. YOU ARE FREE TO SHOP AROUND TO DETERMINE THAT YOU ARE RECEIVING THE BEST SERVICES AND THE BEST RATE FOR THESE SERVICES. COMPANIES Title Resources Guaranty Company DESCRIPTION OF CHARGES Title Insurance Premium ESTIMATE OF RANGE OF CHARGES GENERALLY MADE BY PROVIDER Title Insurance premium between $7.72 and $4.37 per thousand dollars of policy coverage.* *This range of charges covers, as an example, policies from $100,000.00 to $400,000.00, however the cost to you will differ depending on the policy amount. TOPPED FIR REMOVE ! 24" BIG LEAF MAPLE REMOVE 18111 , 16" MA LE REM VE -�� MAPLE REMOVE 5 8", 6" MAPLE REMOVE 2 / / T I� S 88' 19' 12" E 361.47' IT[/ ^ _ C) r T14 ` LOT :. / f O — / J' NEW 2,529S HOUSE ° `' •0 160 A i - ` FF = A94 0 _T 1 i T1 $-- - ; 7,200 SFf $/n/no 0.16 Acf 2' 0 i SWAY 5C. D (XT T - 5 5' T X X NJ o - _ - — _ _ _-+-- --- � ---------� — PROPOSED 30' RIVEWAY " MAPL CLUSi@R F------------- PLANT REDBUD STREETMob TREE IN FILTERA 34" MAPLE REMOV MA LE - ! j REM E ' l l o 00 7 346 SFtto I �' .16Icf ! II I N "' 611 , 6", 811, 2211, 18" CEDAR REMOVE T140 T14 101 r�/ T14 41 0T 3 X / 7,993 SFt ice/ 0.18 Acf X 5' ,X X �. X # XX LOT 4 7,829 SFf 0.17 Acf X � 130.34' XX _J m •— _J U ! I I �m��W0 �.7° 123o o o ' PLANT REDBUD STREET j ! m T TREE IN FILTERA I ! ! ' ►J Q 1 ! 2:1 / L O T 5 ! — — — — —i / 7,371 SFf ! -- ----- --� / ,� 0.16 Acf Lo o J 20 WT WT l T LOT 6 / UT T T OT 7,459 SFt 0.17 Acf / 4. SOT 8 / i� 7,200 SFf ti3O 0.16 Act O JJ SOT 9 LOT 7 0.1 7,200 SFf 7,200 SFf 0.16 Act 0.16 Acf Ta T1 4 — - 112' T4 1 0 3' T4 T4 14 13 3' T4 `33' J7 �N TREE REPLACEMENT AND LANDSCAPE PLAN GR PHIC SCALE � o ,o zo 40 Table 19.120.130-2 - Tree Unit Credits ( IN FEET ) Existing Tree Category Tree Unit Credit 1 inch = 20 ft. Existing Tree 1" to 6" d.b.h. 1.0 tree units per tree retained Existing Tree > 6" to 12" d.b.h. 1.5 tree units per tree retained Existing Tree > 12" to 18" d.b.h. 2.0 tree units per tree retained Existing Tree > 18" to 24" d.b.h. 2.5 tree units per tree retained Existing Tree > 24" d.b.h. 3.0 tree units per tree retained Replacement Tree Category Replacement Tree, Small Canopy Species (Mature canopy area < 450 SF) .50 tree units per tree planted Replacement Tree, Medium Canopy Species (Mature canopy area 450 to 1,250 SF) 1.0 tree units per tree planted Replacement Tree, Large Canopy Species (Mature canopy area > 1,250 SF) 1.5 tree units per tree planted T14 19.120.150 Replacement tree species and minimum size T14 requirements. (1) Where tree replacement is required in order to achieve minimum tree units per acre, the replacement trees shall consist of a mix of evergreen and deciduous trees, suitable to specific site conditions. (2) Replacement tree species shall be selected from a list of approved tree species maintained by the department of community T14 development services. All species listed are suited to the climate conditions found in the Pacific Northwest. The list is for guidance only and is not intended to be all-inclusive. Other tree species may be utilized where appropriate when recommended by a professional T4 forester, certified arborist, or licensed landscape architect. z (3) Size of replacement trees. Replacement trees shall be evergreen trees a minimum of six feet in height and deciduous trees with a minimum two inches caliper. (Ord. No. 09-610, § 4(Exh. A), 4-7-09.) T4 19.120.160 Tree and vegetation protection during construction. (1) No clearing shall be allowed on a proposed development site until the tree retention and landscape plans have been approved by T14 the city of Federal Way. — — --___ __ — _ (2) A no disturbance area shall be established for each tree to be �� �� It 20, protected. The no disturbance zone shall be equal to the critical root is defined 12 inches for , zone which as radius every one inch of tree 6"' 88 30"% 1611 20" diameter measured at four and one-half feet above ground. Any T4 24"� 24"� 8 14 6 other no disturbance area proposed by the applicant shall be determined by a qualified arborist and subject to review and ALDER REMOVE approval by the director. (3) The no disturbance zone shall be identified during the construction stage with: (a) A temporary five-foot chain -link fence; and (b) Tree protection signage attached to the fence which reads "TREE PROTECTION FENCE — No soil disturbance, parking, storage, dumping, or burning of materials is allowed within the Tree Protection Fence." (4) No soil disturbance, parking, storage, dumping, burning of T4 materials, impervious surfaces, fill, excavation, or storage of construction materials shall be permitted within the no disturbance area. (5) If the grade level around the tree is to be raised by more than one fool, 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. 0 Z (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). T14 (7) No trenching is allowed in any critical tree root zone areas. (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. (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. CD (10) Alternative protection methods may be used if accepted by the T1 16" FIR REMOVE director to provide equal or greater tree protection. (11) Encroachment into the no disturbance area may be allowed where the director determines encroachment would not be detrimental to the health of the tree. T4 - - - - LANDSCAPE LEGEND TREES TREE CREDIT CALCULATIONS REQUIRED TREE UNITS: ACREAGE X 25 REPLACEMENT TREES PER ACRE FOR SF ZONE 2.1-A X 25 =43 REPLACEMENT UNITS REQUIRED 43 ADDITIONAL TREE CREDITS TO BE PLANTED AROUND PERIMETER OF PLAT AND IN STREET TREES. 0 TREE CREDITS ARE IN RETAINED TREES ON SITE SYMBOL QTY DESCRIPTION SIZE T1 4 Carpinus betula'fastigiata' 2" Cal. Mln. Columnar Hornbeam 15 Acer grisseum ' 2" Cal. Min. T Paperbark Maple T 2 Cercis canadensis'Forest Pansy' 2" Cal. Min. Forest Pansy Redbud 9 Juniperus s.'Sky Rocket' 6' HT. Min. T4 Sky Rocket Juniper T13 9 Chamaecyparis nootkantensis'pendula' 6' HT. Min. A Weeping Alaska Cedar CREDITS 4X1=4 15X1=15 2x .5= 1 9 X.5=4.5 9 X.5=4.5 T14 14 Cedrus deodara compacta 6' Ht. Min. 14 X 1=14 Deodar Cedar Full / Compact TOTAL NEW PROPOSED NOTE: TREES SHALL BE PLANTED AS LOT (S) ARE DEVELOPED. 43 A411hhhh-, Mature By Design Landscape Architecture '14r 253.460.6067 1320 Alameda Avenue, Suite S, Fircrest, WA SM6 www.naturebydesigninc.com co W oco 44 IL >4 0 x REVISIONS: B. REVISED PER CLIENT REQUEST DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 13, 2017 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT -. KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1773 FILE NAME: 1773LSB X REFS: CIVIL DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 111=201-0" DRAWING CONTENTS TREE REPLACEMENT & LANDSCAPE PLAN, NOTE4g6gMTEE DRAWING NO.: APR 0 2 2018 C FEDERAL WAY MU DE%fE! O;n,.IG 1 OF 2 /4" TOP RAIL L CAP /2" CORNER & END POST LINSK FABRIC A�IDONPtPIRT ENDS S "TRUSS ROD WITH TURNBUCKLE 6�BOM Cf�AILONG TOP AND /4" BOTTOM RAIL N1,711111104 TEMPORARY TREE PROTECTION FENCING - CHAINLINK NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 / MINUS COMPOST, MIXED ` THOROUGHLY I 2. FOR MULCH TYPE SEE CONIFER TREE LANDSCAPE NOTES. 2X2 STAKE DRIVEN 3. IF B&B AND BURLAP IS , � — INTO SUBGRADE GREEN IN COLOR. REMOVE SECURE STAKE TO TREE W/ COMPLETELY BEFORE INTERLOCKING PLASTIC TIES INSTALLING PLANT FORM SAUCER WITH CONTINUOUS RIM MULCH TO DEPTH SPECIFIED MULCH & TOPSOIL OR IN LANSCAPE NOTES AMENDED BASE, REFER �IIIIII IIIIIIIIIIIIII Illlulllr" ��tl �IIIIIIII III�IIjIIIIIIIIIIIIIt TO/ LS NOTES FOR DEPTH HEN B&B: REMOVE ALL _ I WIRE AND ROLL BURLAP _ ( OFF OF TOP OF ROOTBALL EXCAVATE PIT TO DEPTH OF I I I ROOTBALL OR POT. _III —I _� -III —III -I I SCARIFY SIDES AND BOTTOM I I l � III —III —III—) I I— I I= OF PIT, BACKFILL W/ SOIL MIXTURE INDICATED IN NOTES, FILL IN 9 LAYERS, WATER AND TAMP TO REMOVE AIR POCKETS EVERGREEN TREE PLANTING & STAKING DETAIL N.T.S. GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items. 3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5. Grade Preparation: All planting areas shall be cleaned of all construction and native debris, rocks 1" and larger, and any other objects considered harmful to plant life. The debris shall be hauled off site. All planting bed areas shall have the soil rototilled to a depth of 6 inches prior to topsoil installation. Perimeter trees shall be Pit Planted per the details on this sheet. 6. Mulching: All planting pits to receive a minimum of 3" of Medium grind black bark mulch. Top of all Mulching shall be Y2' below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are immediately adjacent to any building faces measured from the bottom of siding to the top of landscape surface. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. 15. Street trees shall have caliper size of at least 2" measure per American Association of Nurserymen Standards. 16. Street trees shall be high branching with canopy that starts at least 6' above finish grade. 17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 18. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 19. Pruning of street trees shad be performed er_the ANSI 300 standards so as to maintain the natural form of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 20. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via Tree Gators at the base of each tree. TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary irrigation. / WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAIN IAIATMO 6" FROM BASE OF BRANCHING 3" MULCH ENSURE PROPER SUBBASE ` EXISTS; CLEAR ALL CONCRETE AND OTHER DEBRIS FROM PLANTERS _ PRIOR TO BACKFILLING —III—I AND PLANTING NOTES:1. 1 1 1j ± 1 1 1• LANTING BACKFILL: 50% EXISTING $OIL!60% 1/4 MINUS I 1-III-III-I COMPOST, MIXED THOROUGHLY r — 2. FOR MULCH TYPE SEE 2 X BALL DIA. LANDSCAPE NOTES 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. DECIDUOUS TREE - INTERLOCKING PLASTIC TREE TIES OR AGENCY APPROVED EQUAL (2) 2X2 OR 2" DIA. WOOD STAKES DRIVEN INTO SUBGRADE OR SIM. METHOD FORM SAUCER WITH CONTINUOUS RIM TOPSOIL OR AMENDED BASE, REFER r— TO LANDSCAPE NOTES FOR DEPTH -,--ZHEN B&B: REMOVE ALL RE AND ROLL BURLAP OFF OF TOP OF ROOTBALL =III= ♦ 41% SCARIFY SIDES OF PIT` BACKFILL WITH SOIL MIXTURE INDICATED IN THE NOTES IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS DECIDUOUS TREE PLANTING & STAKING DETAIL No Scale ,dA" Mature By Design Landscape Architecture ,q44r 253.460.6067 1320 Alameda Avenue, Suite B, Fircrest, WA 9M6 www.naturebydesigninc.com O E w co co O y x W O oc a REVISIONS: B. REVISED PER CLIENT REQUEST DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 13, 2017 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS I CERTIFICATE NO.692 PROJECT NO.: 1773 FILE NAME: 1773LSB X-REFS: CIVIL DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1't=20'-0" DRAINING CONTENTS TREE REPLACEMENT & LANDSCAPE PLAN, NOTPgAMWED DRAWING NO.: APR 0 2 203 ay DERAL VAA`( MUN . DEVC-1 )p 4,NT 1 OF 2 'k CIT VA�:� Federal Way KUMAR SHORT PLAT NO. 17-102861-00—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts ore specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction, or main— tenance of roads and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub —surface water flows within this short subdivision or by establishment, con— struction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasing the City of Federal Way, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of the City of Federal Way, its successors, or assigns. This subdivision, dedication waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. IN WITNESS WHEREOF we set our hands and seals. KUSNAL KUMAR State of Washington ) ) ss. County of ) 1 certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. Supt. of Records APPROVALS: KING COUNTY CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS Examined and approved this ___ day of 20_--_ Examined and approved this ____ day of __ Deputy Public Works Director Examined and approved this --__ day of ___— _, 20—__— Community Development Director KING COUNTY HEALTH DEPARTMENT Examined and approved this ____ day of _______--___, 20-- NAME LEGAL DESCRIPTION Assessor Deputy Assessor Account Number 3674400135, 3674400140 & 3674400145 PARCEL A: LOT 7, BLOCK 2, JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF LOT 8, BLOCK 2, JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL C: PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 06-104745-00—SU, RECORDED AUGUST 10, 2007, UNDER RECORDING NO. 20070810900014, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. THE PURPOSE OF THIS SURVEY IS TO ASCERTAIN THE LOCATION OF THE BOUNDARIES AND PROVIDE A TOPOGRAPHIC MAP OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA 1203 3" ROBOTIC TOTAL STATION AND GS14RTK GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130, 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE TITLE REPORT WAS PROVIDED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER 0110979-04, DATED OCTOBER 12, 2017. 5, FIELD WORK FOR THIS PROJECT WAS PERFORMED ON FEBRUARY 4, 2016 AND APRIL 28, 2016 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET ON FEBRUARY 4, 2016 AND APRIL 28, 2016. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF THIS SURVEY. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and City Statute and Ordinance in 20........ Certificate No. 44651 REFERENCE SURVEYS 20____ RECORDING NO. VOL./PAGE PORTION OF NW 1 /4 of SW 1 /4, S.04 T.21 N R.4E W.M. R1) THE PLAT OF JEANETTE SOUND VIEW TRACTS, RECORDED IN VOLUME 44 OF PLATS, PAGE 68 R2) CITY OF FEDERAL WAY BLA, RECORDING NO. 20070810900014 R3) RECORD OF SURVEY, RECORDING NO. 200505125900002 R4) CITY OF FEDERAL WAY SHORT PLAT, RECORDING NO. 20150107900001 RECORDS OF KING COUNTY RECORDER'S OFFICE HORIZONTAL DATUM NAD 1983(2011); PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. VERTICAL DATUM THE VERTICAL DATUM FOR THIS SURVEY IS NGVD29, PER TIES TO CITY OF FEDERAL WAY HORIZONTAL CONTROL MONUMENT RECORD CP NO. FW119 ELEVATION BEING 508.90 FEET LOCATED AT THE INTERSECTION OF S. 298TH ST. AND 20TH AVENUE S. UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. OWNER INFORMATION KUSNAL KUMAR 29618 18TH AVE S FEDERAL WAY, WA PHONE NO. (206)-380-1535 ORIGINAL PARCEL INFORMATION IN V I I V )U/-\Lr— ORIGINAL LOT 7, AFN#3674400135 ORIGINAL LOT 8, AFN#3674400140 (PARCEL A, KC BLA REC. NO, 20070810900014) ORIGINAL LOT 8, AFN#3674400145 (PARCEL B, KC BLA REC. NO. 20070810900014) COMPREHENSIVE PLAN DESIGNATION— SINGLE FAMILY, HIGH DENSITY ZONING CLASSIFICATION— RS7.2 fnic na surve PO Box 5937 Tacoma, WA 98415-0137 Phone: 253-627-2070 admin@i-landsurveycom www, i-landsuryey. com LAND SURVEYING • MAPPING • CONSTRUCTION LAYOUT WAg S W .e 5�. �o 44651 p C' 12/18/1 � &ee G 4rhd' G-F- KUMAR SHORT PLAT DWN. BY DATE JOB NO. JR 12/18/2017 KUMAK-160125 CHKD. BY SCALE REC ET EW N/A Wb j OF 2 20 2017 CCITYOM U FEDERAL DEEVELO MEN7• CURVE TABLE RECORDING NO. VOL./PAGE .� Federal Way KUMAR SHORT PLAT NO. 17-102861-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGEND O FOUND REBAR & CAP (AS SHOWN) ® FOUND CASED MONUMENT WATER METER (Xj WATER VALVE SIGN STORM DRAIN CATCH BASIN tsr SANITARY SEWER MANHOLE rPMT� POWER METER .P POWER POLE POWER POLE W/DROP & TRANSFORMER POWER POLE W/ LIGHT POWER POLE W/LIGHT, DROP & TRANSFORMER -ON -OH -OH -OH - OVERHEAD POWER LINE WOOD FENCE -x-x-x-x-x- CHAINLINK FENCE HOGWIRE FENCE --s----s---- s---- s--- SEWER LINE --D----D----0----D--- STORM DRAIN LINE (M) DISTANCE AS MEASURED (R) DISTANCE AS REFERENCED (C) DISTANCE AS CALCULATED SEWER TABLE OSEWER MANHOLE RIM EL=457.90' (N) 12" PVC I.E.=448.80' (S) 12" PVC LE=448.70' OSEWER MANHOLE RIM EL=446.11' (N) 12" PVC I.E.=436.40' (E) 12' PVC I.E.=436.40' (S) 12" PVC LE.=436.30' OSEWER MANHOLE RIM EL=433.70' (N) 12" PVC I.E.=426,35' (E) 12' PVC LE=426.35' (S) 12" PVC I.E.=426.25' OSEWER MANHOLE RIM EL=44762' (E) 10" PVC LE=440.07' (W) 12' PVC LE.=439,97' OSEWER MANHOLE RIM EL=481.17' (N) 12" PVC LE•=470.79' (S) 12' PVC I.E.=470.69' ©SEWER MANHOLE RIM EL=450.07' (N) 12" PVC I.E=440,87' (E) 12' PVC LE,=440.97' (S) 12" PVC LE.=440.97' (W) 12' PVC I.E.=440.97' STORM TABLE Q CATCH BASIN RIM EL=458.59' (S) 12' CPP I.E.=456.06' CATCH BASIN RIM EL=455.16' (N) 12" PVC LE.=453.03' (S) 12" PVC I.E=452.96' LINE TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH C1 37 4749' 50.00' 32.98' C2 300226' 50.00' 26.22' C3 220721" 50.00' 19.31' C4 185346' 50.00' 16.49' C5 2809'10" 50.00' 24.57' C6 4259'23" 50.00' 37.52' C7 90 02'19' 0.00' 31.43' C8 1 69*57'36" 20.00' 31.40' LINE BEARING DISTANCE L1 S 14'38'07" W 61.56' L2 S 8879'16' E 130.68' L3 S 0138'20" W 59.99' L4 N 8879'16 W 55.39' L5 N 39 3649' E 89.36' L6 N 69 30'59' E 146.79' L7 S 0138'20' W 15.00' L8 N 887926" W 12258' L9 S 0138'20" W 24.98' L10 N 697754' W 123.08' L11 N 4152'31 " W 115.08' L12 S 887921' E 19.51' L 13 S 0138'20" W 69.98' L 14 S 887921 " E t 2,89' L15 N 0138'20' E 69. 9' L16 S 8879'21" E 95.91' Liz S 1438'07" W 71.82 L18 S 887921' E 7399 L 19 S 0138'20' W 39.98 L20 N 887976" W 74.01 L21 I N 8879'16" W 122.0 Q CATCH BASIN RIM EL=448.83' (NE) 12" PVC I.E=446.70' (SE) 12' PVC I.E.=446.73' CATCH BASIN RIM EL=446.24' (N) 12" PVC LE=443.30' (S) 12" PVC I.E.=44319' Q CATCH BASIN RIM EL=445.24' (N) 12' PVC I.E=441.96' (S) 12' PVC I.E.=441.90' CATCH BASIN RIM EL=436.77' (NW) 12" CPP LE=434.52' (SW) 12" CMP I.E=434.16' 12" CPP CULVERT LE=457.48' 12' CPP CULVERT I.E456.63' 12' CONC CULVERT I.E.=454.44' 12' CONC CULVERT I.E.=454.19' - 12' CONC CULVERT I.E.=45357' 12' CONC CULVERT I.E=45299' 12" CONC CULVERT I.E.=450.38' ' , SET SPIKE ll N.125646.32 E.1273908.22 r� ELEV,, 451.09' ' r r h 12" CONC CULVERT LE=449.39' / h / 14' CUP CULVERT I.E.=445.64' °', y O i,&, AREA CALCULATIONS ORIGINAL LOT: 91,517.21±S.F./2.10±ACRES RIGHT OF WAY DEDICATION (SOUTH): 307.80±S.F./O.01±ACRES RIGHT OF WAY DEDICATION (NORTH): 277.02±S.F./0.01±ACRES PRIVATE ROAD: 16,629.47±S.F./0.38±ACRES TRACT A: 7,346.68±S.F./0.17±ACRES NET PLAT AREA: 91,517.21±S.F.(GROSS PLAT AREA) -24,560.97±S.F 66,956.24±S.F. (NET PLAT AREA) SCALE: ? inch =40 ft. 11111 1 I 0 20 40 60 80 100 PORTION OF NW 1 /4 of SW 1 /4, S.04 T.21 N R.4E W.M. S 83'36'05" W ©til 40' S. 296TH ST. N 88' 18'40" W 648.48'(R2) 648.49'(M) - - -® t / I r 1 r , t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------- ' FOUND REBAR & CAP HDA LS 36795 LIES 0.2' N40F OF ; / PROP. COR. /r JORGE C & VICTORIA G SANTANA iq/�%�"0 ' EXISANG APN 13674400131 TTE' BUILDING BUILDING G VOtU�4� / ' LOT 6 ; �� Oc'/ �GPETER ROLAND JENSEN 39 N. APN #3674400205F s8CTS EXISTING SHED� 34.4' BERNARD J & KAREN E MURRAY ; -3.08----- ------------- -- ---_ -- 38.1' APN13674400130 ASPHALT ' 25.5' ---- --`-------' FOUND REBAR &CAP ' � S 88' 19' 12" E� 361.4 (C) 360.89'(R 1) HDA LS #36795 LIES 0.28' N12N FROM PROP. COR. LOT2 g--__--- ___-�-------------- cM; I EXISTING 91 / /�C � BUILDING i i 7,200.1 Qf SF / / -, �, 41.3 LOT 3 L M ' / 7,993.20f SF VANCE R KINNEY N : L0 T 1 22.2 ' 20 W& .. / i APN #3674400204 rn, 'rat' 7,424.08t SF 22.6' L4 ``� /��j '' /� /� LOT 3 ' EXISANG SHED LIES 0. C �a / .� K.C. SP NO. 681027R o ' 3 0' RIGHT OF 1 �L6 RECORDING N0. 9001080551 /' WAY DEDICAAON OR PROP.EDIGE NE OF CONC LIES '0i �5t r 0.3' N. OF PROP. LINE M / .00 01 �^ 33.4' L21 EXISTING SHED Q zo ROCKERY LIES WOOD/CHAINUNK �j _. w 2.8' S of 2.9 S. FENCE LIES 1.9' E. & w M + L 0 T 4 f1i FOUND REBAR &CAP PROP. LINE APEX LS #18902 & 34130 0.2' S OF PROP. LINE 7 829.07t SF �' LIES 0.8' S88E FROM PROP. COR. � 2.7 S WOOD FENCE LIES O.S. �.. N iv !+ �/ S OF PROP. LINE co c (x� L - - - g_ FED WAY 207H AVE HOMES LLC l EXISTING CHUNG JUN KWAK ^ �%� TRACT A rn 30, J - 'L8- - -- - -� N APN #3674400197 ' APN 13674400141 0 ,ao BUILDING 7,346.68f SF ' EXISANG SHED � 1 °�' � � N F.W. SP NO. 14-100397-SU LOT 3 / - LIES 2N W. OF tx CHAINUNK FENCE : * PROP. LINE 1+ LIES 1.75' E. OF RECORDING N0. 20150107900001 ` _S 88' 19'21 " E 140.50'(R2) PROP. LINE x-z-z- L18 z FOUND REBAR & CAP / LOT 5 APEX LS 118902 & 34130 --PRIVATE-ROAD ---_--- - M-_---- ``37`92t SF r LIES 0.57'S78EFROM PROP. COR _ -j I sj FOUND REBAR & CAP OLD LOT UNE (T)P) /` $�' '�. 5 LS 10708 LIES 0.84' S66E o ; 3 0' RIGHT OF L 16 ROAD & URLITY j L 14 L 12 C6 �� � TFROM PROP. COR. WAY DEDICAAON EASEMENT RECORDING NO. 1 3 ' 20 BSBL -1 r - _6189463 f -W �•d r' l 2 DALE D LONG LOT 6 f� APN 13674400190 8 LOT 9 i LOT -7 �� ��� 7,459.75t SF 7,277.32t SF w� {'h LOT S ( 7,200.1ot / SF �` 720070f SF w000 FENCE RUNS ' ,.�� �' ALONG PROP. LINE ' 3.os' � � � co 5' wix L___ J 5, am WAIL LIES 4.2' E. S/`__ -"7 51 4 J OF PROP. LINE + 4 FOUND REBAR & CAP 8.3' N 88'19'26" W 394.34 (R2) 393.77' RI) ILLEGIBLE LIES 0.07 " " - - - - - - - - - - - - - - - - - - - - - N. OF PROP. UNE WOOD FENCE 17.9' r / ,' N 88'19'26" W LOT 1 LIES 0.2' S. OF ; EXISANG 7 5'J HOGW/RE FENCE LIES I 30.78' CaAN & INDERJIT K SINGH PROP. LINE FOUND REBAR &CAP BUILDING 0.3' S. OF PROP. LINE d ' S0 APN IM74400151 LS 29282 LIES 0.11' N. CONC, SIDEWALK OF PROP. LINE BLOCK WALL LIES SET SPIKE i i ; CURB &GUTTER � ON PROP. LINE. N.125491.93 d ' LOT 2 EXISANG LOT 3 JAMES M PETE Lu E. 1273867.32 / i GIAN & INDER,#T K SINGH BUILDING APN #3674400187 Q GIAN & INDERST K SINGH ELEV.:442.62' /y / a _ _ _ _ _ _ _ _ APN IM74400152 APN #3674400150 EXISANG SHED \ ------ ---------------- F.W. SPNO. 02-102628-00-SU RECORDING N0. 20041027900001 �; OJ SITEADDRESSES y ©� LOT 1: 29808 18TH AVE S LOT 2: y LOT 3• GRAPHIC SCALE r---7771 NMI 0 20 40 80 I" = 40 FEET r ' q / r� r r O% Or v (� �' , / r � r LOT 4: y LOT 5: / O3 LOT 6: LOT 7: LOT 8: LOT 9: informed land surve PO Box 5137 Tacoma, WA 984 15-0137 Ok Phone. 253-627-2070 admin@14andsurvey. com www.i-landsurvey.com LAND SURVEYING - MAPPING - CONSTRUCTION LAYOUT WAg . aF W O 51 �GIS2��� LAB S 19/1R/1; DWN. BY DATE JOB NO. JR 12/18/2017 KUMAK-160125 CHKD. BY SCALE SHEET EW 1 "=40' 2 OF 2 'k CIT 4z� Federal Way KUMAR SHORT PLAT NO. 17-102861-00—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction, or main— tenance of roads and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub —surface water flows within this short subdivision or by establishment, con— struction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasing the City of Federal Way, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of the City of Federal Way, its successors, or assigns. This subdivision, dedication waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. IN WITNESS WHEREOF we set our hands and seals. KUSNAL KUMAR State of Washington ) ss. County of ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of Mgr. Supt. of Records APPROVALS: KING COUNTY CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS Examined and approved this ---_ day of ---___—_—___, 20--__ Examined and approved this ____ day of __ Deputy Public Works Director Examined and approved this Community Development Director LEGAL DESCRIPTION day of _________—_—, 20_—__ Assessor Deputy Assessor Account Number 3674400135, 3674400140 & 3674400145 PARCEL A: LOT 7, BLOCK 2, JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF LOT 8, BLOCK 2, JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL C: PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 06-104745-00—SU, RECORDED AUGUST 10, 2007, UNDER RECORDING NO. 20070810900014, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. THE PURPOSE OF THIS SURVEY IS TO ASCERTAIN THE LOCATION OF THE BOUNDARIES AND PROVIDE A TOPOGRAPHIC MAP OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA 1203 3" ROBOTIC TOTAL STATION AND GS14RTK GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE TITLE REPORT WAS PROVIDED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER 0110979-04, DATED OCTOBER 12, 2017. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED ON FEBRUARY 4, 2016 AND APRIL 28, 2016 AND IS THEREFORE A REFLECTION OF THE COND•TIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET ON FEBRUARY 4, 2016 AND APRIL 28, 2016. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF THIS SURVEY. PLAT NOTES 1. AT THE TIME OF BUILDING PERMIT APPLICATION, THE SITE PLAN FOR LOTS 1-9 MUST DEPICT WHERE THE RETAINED AND/OR REPLACEMENT TREES WILL BE LOCATED PER THE APPROVED TREE REPLACEMENT AND LANDSCAPE PLAN 2. EACH LOT WILL BE LIMITED TO 3000 S.F. IMPERVIOUS AREA DRAINING TO THE DETENTION POND. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and City Statute and Ordinance in 20........ Certificate No. 44651 REFERENCE SURVEYS 20—___ RECORDING NO. PORTION OF NW 1 /4 of SW 1 /4, S.04 R1) THE PLAT OF JEANETTE SOUND VIEW TRACTS, RECORDED IN VOLUME 44 OF PLATS, PAGE 68 R2) CITY OF FEDERAL WAY BLA, RECORDING NO. 20070810900014 R3) RECORD OF SURVEY, RECORDING NO. 200505125900002 R4) CITY OF FEDERAL WAY SHORT PLAT, RECORDING NO. 20150107900001 RECORDS OF KING COUNTY RECORDER'S OFFICE HORIZONTAL DATUM NAD 1983(2011); PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. VERTICAL DATUM THE VERTICAL DATUM FOR THIS SURVEY IS NGVD29, PER TIES TO CITY OF FEDERAL WAY HORIZONTAL CONTROL MONUMENT RECORD CP NO. FW119 ELEVATION BEING 508.90 FEET LOCATED AT THE INTERSECTION OF S. 298TH ST. AND 20TH AVENUES. UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. OWNER INFORMATION KUSNAL KUMAR 29618 18TH AVE S FEDERAL WAY, WA PHONE NO. (206)=380-1535 ORIGINAL PARCEL INFORMATION ORIGINAL LOT 7, AFN#3674400135 ORIGINAL LOT 8, AFN#3674400140 (PARCEL A, KC BLA REC. NO. 20070810900014) ORIGINAL LOT 8, AFN#3674400145 (PARCEL B, KC BLA REC. NO. 20070810900014) COMPREHENSIVE PLAN DESIGNATION— SINGLE FAMILY, HIGH DENSITY ZONING CLASSIFICATION— RS7.2 'ur�rmed land survey P_ 0 Box 5137 Tacoma, WA 98415-0137 Phone: 253-627-2070 Fax: 253-627-9175 www i-landsurvey. com D SURVEYING, MAPPING, & GIS VOL./PAGE T.21 N R.4E W.M. w� Q , OS SITE S 291,TL, D N n z N II w I` N QI m o M N LS 304TH ST NOT TO SCALE RESUBMITTED W OCT 2 6 2018 Q c� CITY OF FEDERAL WAy \ COMMUNITY DEVELOPMENT _I O oWAN �� KUMAR SHORT PLAT r 0 DWN. BY DATE JOB NO. �GISTER�� JR 10/23/2018 KUMAK-160125 CHKD. BY SCALE SHEET 10123118 EW N/A 1 OF 2 RECORDING NO. VOL./PAGE .� CITY OF Federal Way KUMAR SHORT PLAT NO. 17-102861-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGEND O FOUND REBAR & CAP (AS SHOWN) ® FOUND CASED MONUMENT f WATER METER WATER VALVE SIGN STORM DRAIN CATCH BASIN �s, SANITARY SEWER MANHOLE '! HT'j POWER METER L__� :P POWER POLE POWER POLE W/DROP & TRANSFORMER POWER POLE W/ LIGHT POWER POLE W/LIGHT, DROP & TRANSFORMER -pH-OH a+-ox- OVERHEAD POWER LINE WOOD FENCE %-X- X-X-_X- CHAINLINK FENCE HOGWIRE FENCE --s---- s---- s---- s--- SEWER LINE --D----D----D---_p_-- STORM DRAIN LINE (M) DISTANCE AS MEASURED (R) DISTANCE AS REFERENCED (C) DISTANCE AS CALCULATED SEWER TABLE OSEWER MANHOLE RIM EL=457.90' (N) 12' PVC LE=448.80' (S) 12' PVC LE=44&70' OSEWER MANHOLE RIM EL=446.11' (N) 12' PVC LE.=436.40' (E) 12" PVC I.E=436.40' (S) 12' PVC LE.=436.30' OSEWER MANHOLE RIM EL=433.70' (N) 12" PVC I.E.=426.35' (E) 12' PVC LE.=426.35' (S) 12' PVC I.E.=426.25' ®SEWER MANHOLE RIM EL=447.62' (E) 10' PVC LE=440.07' (W) 12' PVC LE.=439.97' OSEWER MANHOLE RIM EL=481.17' (N) 12" PVC LE=470.79' (S) 12' PVC LE.=470.69' ©SEWER MANHOLE RIM EL=450.07' (N) 12' PVC I.E.=440.87' (E) 12" PVC I.E=440.97' (S) 12" PVC I.E.=440.97' (W) 12' PVC LE.=440.97' STORM TABLE O1 CATCH BASIN RIM EL=45859' (S) 12" CPP I.E=456.06' 0 CATCH BASIN RIM EL=455.16' (N) 12' PVC I.E.=45303' (S) 12" PVC LE=45296' LINE TABLE CURVE TABLE CURVE I DELTA ANGLE RADIUS ARC LENGTH C1 37'4749' 50.00' 32.98' C2 30b2'26' 50.00' 26.22' C3 22 9721 " 50.00 19.31, C4 18*5346" 50.00' 1 16.49' C5 8b9'10" 50.00' 24.57' C6 1 42*59'2 " 50.00' 37.52' C7 1 9OV2'19" 0.00' 31.43' CS 1 89*57'36' 20.00' 31.40' LINE BEARING DISTANCE L 1 S 14 38'07" W 61.56' L2 S 8679'16" E 130.6 ' L3 S 0138'20" W 59.99' L4 N 8879'16' W 55.39' L5 N 39 3649" E 89.36' L6 N 6930'59" E t46.79' L7 S 013820' W 15.00' L8 N 887926 W 122.58' L9 S 0138'20" W 24.98' L 10 N 97754" W 123.08' L11 N 4152'31' W 115.08' L12 S 887921' E 19.51' L13 S 0138'20" W 6 .98' L 14 S 887921 " E 102,89' L15 N 0138'20' E 69.99' L16 S 887921' E 95. 1' L 17 I S 14 38'07' W 71.822' L18 S 887921' E 73.99' L19 S 0138'20' W 39.98' L20 N 8879'16" W 74.01' L21 N 8819'16' W 1 12204' 0 CATCH BASIN RIM EL=448.83' (NE) 12" PVC I.E.=446.70' (SE) 12' PVC LE=446.73' ® CATCH BASIN RIM EL=446.24' (N) 12' PVC LE.=443.30' (S) 12" PVC LE.=443.19' CATCH BASIN RIM EL=445.24' (N) 12' PVC I.E.=441.96' (S) 12" PVC LE.=441.90' © CATCH BASIN RIM EL=436.77' (NW) 12' CPP 1.E.=434.52' (SW) 12" CUP I.E.=434.16' AREA CALCULATIONS ORIGINAL LOT: 91,517.21±S.F./2.1O±ACRES RIGHT OF WAY DEDICATION (SOUTH): 307.80±S.F./0.01±ACRES RIGHT OF WAY DEDICATION (NORTH): 277.02±S.F./0.01±ACRES PRIVATE ROAD: 16,629.47±S.F./0.38±ACRES TRACT A: 7,346.68±S.F./O.17±ACRES NET PLAT AREA: 91,517.21±S.F.(GROSS PLAT AREA) -24.560.97±S.F 66,956.24±S.F. (NET PLAT AREA) SCALE: 1 inch =40 ft. _ 0 20 40 60 80 1.00 PORTION OF NW 1 /4 of SW 1 /4, S.04 T.21 N RAE W.M. S 83'36'05" W ® 21.40' S. 296TH ST. - N 88' 18'40" W 648.48'(R2) 648.49'(M) - - ------_® r d ` ' -- - -- ------------------------- d r ----------- ------------------------- ` i� ) FOUND REBAR & CAP HDA ; d LS 36795 LIES 0.2' N40E OF ; d , PROP. COR. r ' r + JORGE C & VICTORIA G SANTANA EXISTING APN 13674400131 N�TTF p�^T /per BUILDING BUILDING `OLU,yo�/VD�/ y / ' LOT 6 QL' f 68 vv T/ r�C r� EXISTING SHED 2 TS PETER ROLAND JENSEN y + 3.9 N. APN 13674400205 ` + 34.4' BERNARD J & KAREN E MURRAY 1 3.08'---- ---- ------- 25.5'------------------------------� 38.1' APN13674400130 ASPHALT FOUND REBAR &CAP S 88' 19' 12" E 361.47'(C) 360.89'(R 1) HDA LS 136795 LIES % - -16.7' �*' 0.28' N12V FROM PROP. COR. is - ------------------- EXISTING BUILDING 17 1 7,200,10f SF. �41.3_ �� LOT 3 J L-- ti 7,993.20f SF J VANCE R KINNEY N L O T 1 �. • i APN 13674400204 0� 3 71424.08f SF 22.2 L2/�y � i L4 i LOT 3 ,o�1 3.0' RIGHT OF EYST1NG SHED LIES 0. C1 / "� ,i K.C. 8P NO: 9001080 - r WAY DEDICA110N PROP LIE RECORDING N0. 9001080551 ;', EDGE OF CONC. LIES OX N. OF PROP. LINE to � � � � ,� � 33.4 �i.00, f ROCKERY LIES L21- -T EXISTING SHED 2.8' S OF 2.9' S WOOD/CHAINUNK C�� n '�" FOUND REBAR & CAP PROP. LINE 3I= FENCE LIES 1.9 E. & W L 0 T 4 ' APEX LS 118902 & 34130 ' 2.7' S WOOD FENCE LIES 0.3' z I^N 0.2' S OF PROP. LINE I 7,829.07f SF ��' ' S OF PROP. LINE LIES 0.8 S88E FROM PROP COR. CHUNG JUN KWAK 10 L -- .._ _ _ _ 5- r FED WAY 20TH AVE HOMES LLC EXISTING of °' TRACT A rn 30' J L8- '- - ` -- J N APN J674400197 BUILDING APN IJ674400141 0�l Doco 7,346.68t SF - - �. w I EXISTING SHED N LOT 3 LIES 26' W. OF CHAINUNK FENCE _ I � W. S F.P NO. 14-10OJ97-SU PROP. LINE 'I LIES 1.75' E. OF 1-- - , l u) RECORDING NO. 20150107900001 , S 88' 19'21' E 140X..50'(R2) PROP. LINE G� v j. o X-� - L18 / cQi / ' J \ CAP L Q T 5 h� z A�X� S 890REBAR & 2 & 34130 12" CONC CULT _ __ PRIVATE I VA TEROAD o �h r ` `,371.92t SF ' LIES 0.57' S78E FROM PROP. COR LE.=449,J9' �r �; _------ '_---- _ - - j E jC�' �� s FOUND REBAR &CAP r it l �D / L16 OLD LOT LINE (TYP) J $�'`6��, �! �O LS 10708 LIES 0.84' S66E o;' 30' MGHT AF ROAD & U77UTY L14 L12 C6 �� R` FROM PROP COR. 14" CMP CULVERT O3 , �, WAY DEDICATION EASEMENT PER /� \ + RECORDING NO.ff MR \ \ LE.=445.64 + i' 3 ; /- - - - BSBL 1 1 8189463- DALE D LONG ` . L 0 T 6 APN IJ674400190 00' /O LOT 9i �� LOT 7 J� �\ 7,459.75t SF 0, ;� ho LOT 8 91 7,200.1 of SF \ t / 7,277.32t SF 7,200.70f SF iA ( �'\ \ �� WOOD FENCE RUNS (� \ \ ' ALONG PROP. LINE ©r - ,R ` L" - - - _� _ _ ...I L _ ._ _ - - - -� L ._ _ 5* B.SBL \\ \ I BLOCK WALL LIES 4.2' E. s �' 4 FOUND REBAR &CAP __ N � a- - - '- -� `--� 4 _ j OF PROP. LINE ;� ILLEGIBLE LIES 0.07 8.3' '26" W 394.34 (R2) 393.77 (R1)�� - - - - - - - N. OF PROP. LINE WOOD FENCE N 88*19*26" W LOT 1 LIES a2' S OF EXISTING 7,5' HOGWRE FENCE LIES r i 30.78' GIAN & INDERJT K SINGH PROP. LINE FOUND REBAR & CAP 0.3' S. OF PROP. LINE r JJ LS 29282 LIES 0. t 1 N. BUILDING ' CONC. SIDEWALK APN f3674400151 � OF PROP. LINE � BLOCK WALL LIES SET SPIKE r i ; CURB & GUTTER ON PROP. UNE N.125491.93 d ; LOT 2 EXISTING LOT 3 JAMES M PETE GIAN & lNDERJT K S/NGH BUILDING GJAN & INDERJIT K SINGH APN 3674400187 Q E.1273867.32 , q , ELEV.:442.62' ' _ _ _ _ _ _ _ APN 13674400152 APN 3674400i50 EXISTING SHED + ' ----------------------------- F.W. SPNO 02-102628-00-SU J RECORDING NO. 20041027900001 p SITEADDRESSES 12' CPP CULVERT I.E.=457.48' 12' CPP CULVERT LE.456.63' 12' CONC CULVERT LE.=454.44' 12" CONC CULVERT _ LE.=454.19' Fi 12" CONC CULVERT y LE.=453.57' _ 12' CONC CULVERT q, LE.=452.99' t` 't r �"► 7 r fr r 12" CONC CULVERT LE.=450.38' ' r N SET SPIKE N.125646.32 + E 1273908.22 i ELEV.:451.09' ' r r a o d iy LOT 1: 29808 18TH AVE S © LOT 2: 29804 18TH PL S LOT 3: 29806 18TH PL S + LOT 4: 29808 18TH PL S GRAPHIC SCALE d LOT 5: 29814 18TH PL S + LOT 6: 29816 18TH PL S �j LOT 7: 29818 18TH PL S 0 20 40 80 LOT 8: 29820 18TH PL S LOT 9: 29822 18TH PL S 1" = 40 FEET TRACT A: 29812 18TH PL S --l�rmed land survey PO Box 5137 Tacoma, WA98495-0137 Phone:253-627-2070 Fax 253-627-9175 wwwi-landsurvey. com D SURVEYING, MAPPING, & GIS KUMAR SHORT PLAT DWN. BY DATE JOB NO. JR 10/23/2018 KUMAK-160125 CHKD. BY SCALE SHEET EW 1 "=40' 2 OF 2 Y OF Federal Way KUMAR SHORT PLAT NO. 17-102861— 00— SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction, or main— tenance of roods and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub —surface water flows within this short subdivision or by establishment, con— struction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasing the City of Federal Way, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of the City of Federal Way, its successors, or assigns. This subdivision, dedication waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. IN WITNESS WHEREOF we set our hands and seals. KUSNAL KUMAR State of Washington ) ) ss. County of ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of Mgr. Supt. of Records APPROVALS: CITY OF FEDERAL WAY Examined and approved this _--- day of Deputy Public Works Director Examined and approved this Community Development Director LEGAL DESCRIPTION KING COUNTY DEPARTMENT OF ASSESSMENTS 20--_— Examined and approved this ___ day of __ Assessor day of --------- 20-------------- Deputy Assessor Account Number 3674400135, 3674400140 & 3674400145 PARCEL A: LOT 7, BLOCK 2, JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF LOT 8, BLOCK 2, JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL C: PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 06-104745-00—SU, RECORDED AUGUST 10, 2007, UNDER RECORDING NO. 20070810900014, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. THE PURPOSE OF THIS SURVEY IS TO ASCERTAIN THE LOCATION OF THE BOUNDARIES AND PROVIDE A TOPOGRAPHIC MAP OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA 1203 3" ROBOTIC TOTAL STATION AND GSI4RTK GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332='130. 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE TITLE REPORT WAS PROVIDED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER 0110979-04, DATED OCTOBER 12, 2017. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED ON FEBRUARY 4, 2016 AND APRIL 28, 2016 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME: ALL MONUMENTS WERE VISITED OR SET ON FEBRUARY 4, 2016 AND APRIL 28, 2016. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF THIS SURVEY. PLAT NOTES 1. AT THE TIME OF BUILDING PERMIT APPLICATION, THE SITE PLAN FOR LOTS 1-9 MUST DEPICT WHERE THE RETAINED AND/OR REPLACEMENT TREES WILL BE LOCATED PER THE APPROVED TREE REPLACEMENT AND LANDSCAPE PLAN 2. EACH LOT WILL BE LIMITED TO 3000 S.F. IMPERVIOUS AREA DRAINING TO THE DETENTION POND. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and City Statute and Ordinance in 20........ Certificate No. 44651 REFERENCE SURVEYS 20 RECORDING NO. VOL./PAGE PORTION OF NW 1 /4 of SW 1 /4, S.04 T.21 N R.4E W.M. R1) THE PLAT OF JEANETTE SOUND VIEW TRACTS, RECORDED IN VOLUME 44 OF PLATS, PAGE 68 R2) CITY OF FEDERAL WAY BLA, RECORDING NO. 20070810900014 R3) RECORD OF SURVEY, RECORDING NO. 200505125900002, R4) CITY OF FEDERAL WAY SHORT PLAT, RECORDING NO. 20150107900001 RECORDS OF KING COUNTY RECORDER'S OFFICE HORIZONTAL DATUM NAD 1983(2011); PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK( (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. VERTICAL DATUM THE VERTICAL DATUM FOR THIS SURVEY IS NGVD29, PER TIES TO CITY OF FEDERAL WAY HORIZONTAL CONTROL MONUMENT RECORD CP NO. FW119 ELEVATION BEING 508.90 FEET LOCATED AT THE INTERSECTION OF S. 298TH ST. AND 20TH AVENUES. UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. OWNER INFORMA TION KUSNAL KUMAR 29618 18TH AVE S FEDERAL WAY, WA PHONE NO. (206)—,380-1535 ORIGINAL PARCEL INFORMATION ORIGINAL LOT 7, AFN#3674400135 ORIGINAL LOT 8, AFN#3674400140 (PARCEL A, KC BLA REC. NO. 20070810900014) ORIGINAL LOT 8, AFN#3674400145 (PARCEL B, KC BLA REC. NO. 20070810900014) COMPREHENSIVE PLAN DESIGNATION— SINGLE FAMILY, HIGH DENSITY ZONING CLASSIFICATION— RS7.2 ! _r�rmed land survey PO Box 5137 Tacoma, WA 98415-0137 Phone: 253-627-2070 Fax., 253-627-9175 www. i-landsuryey. com D SURVEYING, MAPPING, 8, GIS N Uj -C 0 SITE S 298TH ST y N I Ci n 4 � N {{= -Z W I< QI m o 1 (N � M N S 304TH ST NOT TO SCALE RESUBMITTED Lij c� OCT 2 6 2018 Q CITY OF FEDERAL WAY --� COMMUNITY DEVELOPMENT O OwAI KUMAR SHORT PLAT Z DWN. BY DATE JOB NO. �o 4651 \ JR 10/23/2018 KUMAK-160125 / S LAND CHKD. BY SCALE SHEET 10123118 EW N/A 1 of 2 RECORDING NO. VOL./PAGE CIT 11 vAtk:� Federal Way KUMAR SHORT PLAT NO. 17-102861-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGEND O FOUND REBAR & CAP (AS SHOWN) ® FOUND CASED MONUMENT S; WATER METER �Q WATER VALVE SIGN LJ STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE �PMT� POWER METER P POWER POLE -;� POWER POLE W/DROP & TRANSFORMER POWER POLE W/ LIGHT POWER POLE W/LIGHT, DROP & TRANSFORMER -ON-OH-OH-OH-- OVERHEAD POWER LINE WOOD FENCE - -X-X-X-x-X- CHAINLINK FENCE HOGWIRE FENCE -S SEWER LINE -S --D----0----D----0--- STORM DRAIN LINE (M) DISTANCE AS MEASURED (R) DISTANCE AS REFERENCED (C) DISTANCE AS CALCULATED SEWER TABLE OSEWER MANHOLE RIM EL=457.90' (N) 12' PVC LE=448.80' (S) 12' PVC I.E.=448.70' OSEWER MANHOLE RIM EL=446.11' (N) 12' PVC I.E.=436.40' (E) 12' PVC I.E=436.40' (S) 12" PVC I.E.=436.30' OSEWER MANHOLE RIM EL=433.70' (N) 12' PVC LE=426.35' (E) 12' PVC LE=426.35' (S) 12' PVC I.E.=426.25' OSEWER MANHOLE RIM EL=447.62' (E) 10" PVC I.E.=440.07' (W) 12" PVC LE.=439.97' OSEWER MANHOLE RIM EL=481.17' (N) 12' PVC I.E=470.79' (S) 12' PVC I.E.=470.69' ©SEWER MANHOLE RIM EL=45007' (N) 12' PVC LE.=440.87' (E) 12' PVC I.E=440.97' (S) 12' PVC LE.=440.97' (W) 12" PVC I.E.=440.97' STORM TABLE CATCH BASIN RIM EL=458.59' (S) 12' CPP LE.=456.06' CATCH BASIN RIM EL=455.16' (N) 12" PVC LE.=453 03' (S) 12" PVC I.E.=45296' LINE TABLE CURVE TABLE DELTA ANGLE RADIUS ARC LENGTH 37'4749' 50.00' 32.98' 30172'26' 50.00' 26.22' NCURVE 22+7721' 50.00, 19.31' 1853'46' 50.00' 16.49' 2859'10' 50.00 24.57' C6 259' 3' S0.00 37.52' C7 90192'19' 20.00' 31.3' C8 8957'36" I20.00 31.40' LINE BEARING DISTANCE L1 S 14 38'07" W 61.56' L2 S 8879'16" E 130.68' L3 S 013820" W 59.99' L4 N 881916' W 55.39' L5 N 393649' E 89,36' L6 N 6930'59' E 146.79' L7 S 0138'20' W 15.00' L8 N 887926' 12258' L9 S 0138'20' W 24.98' L10 N 69*2754' W 12 .08' 01 N 4152'31' W 115.08' L12 S 887921" E 19.51' L 13 S 138'20" W 69.9 ' L14 S 887921" E 102.8 ' L15 N 0138'20' E 69.9 ' L 16 S 881921 " E 95.9 L17 S 1438'07" W 71,82 L18 S 887921 " E 73 99 L19 S 0138'20' W 39.98 L20 N 8879'16' W 74.01 L21 N 8879'16" W 122.0 Q CATCH BASIN RIM EL=448 83' (NE) 12' PVC I.E.=446.70' (SE) 12' PVC LE.=446.73' ® CATCH BASIN RIM EL=446.24' (N) 12" PVC LE.=443.30' (S) 12" PVC LE=443.19' CATCH BASIN RIM EL=445.24' (N) 12" PVC I.E.=441.96' (S) 12" PVC I.E=441.90' ® CATCH BASIN RIM EL=436.77' (NW) 12' CPP I.E.=434.52' (SW) 12" CMP LE.=434.16' AREA CALCULATIONS ORIGINAL LOT: 91,517.21±S.F./2.10±ACRES RIGHT OF WAY DEDICATION (SOUTH): 307.80±S.F./0.01±ACRES RIGHT OF WAY DEDICATION (NORTH): 277.02±S.F./O.01±ACRES PRIVATE ROAD: 16,629.47±S.F./0.38±ACRES TRACT A: 7,346.68±S.F./O.17±ACRES NET PLAT AREA: 91,517.21±S.F.(GROSS PLAT AREA) - 24.560.97t S. F 66,956.24±S.F. (NET PLAT AREA) SCALE: 1 inch =40 ft. i -� 0 20 40 60 80 100 PORTION OF NW 1 /4 of SW 1 /4, S.04 T.21 N RAE W.M. S 83'36'05" W © 21.40' S. 296TH ST. N 88' 18'40" W 648.48'(R2) 648.49'(M) - - - --� r 01 11 d,-------------- -----------i------------- -- ' r ,-----------------------------J / ' q FOUND REBAR & CAP HDA LS 36795 LIES 0.2' N40f OF PROP. COR. r r6 yJ 'r EXISTING APN 136744400131IA G ANTANA J�ANNeTlE of ' r ' '°G4T yEXIS71NG BUILDING BUILDING PUIU,yF ' EXISTING SHED LOT 6 ; B�OAK 2 68 S PETER ROLAND JENSEN ' 'r 3.9' N. 34.4' BERNARD J & KAREN E MURRAY APN IfC3674400205 r-3.08----- ---- - _ - _ _ _ _ _ _ 38.1' APN 13674400130 y SPHALT FOUND REBAR & CAP � S 8' 1HDA LS ,>�36795 LIES O -�- , 2 -E` 361 � (C) 360.89'(R 1) 0.28' N127W FROM PROP. COR. �If %-- ,6.7' _ -- - --------------------- LOT 2------�- ___� ---- ' J) o EXISTING) 10f SF200 7,./ BUILDING � (� r ; 41.3' �� I. / LOT 3 . _ _ .ems • / 7,993.20f SF VANCE R KINNEY N - LOT 1 22.2' ..' �/ / / APN 13674400204 22.6' / a3� 7,424.08t SF L4 LOT 3 EXISTING SHED UES 0. C1 /L6•� i / K.C. SP N0. 681027R OR PROP. LINE o' 3.0' RIGHT OF RECORDING NO. 9001060551 , / .�'� rt WAY DEDICA71ON EDGE OF CONC. LIES o / �' / 00,b '^ , r 0.3' N. OF PROP. LINE too, / / / / ' f 33.4 co L21 / EXISTING SHED ROCKERY LIES L20 WOOD/CHAINUNK � FENCE LIESES 19S. OF 29 S E & L0T 4� FOUND REBAR & CAP PROP.LINE 3 xN- 2.8'.APEX LS 118902 & 341JO 2.i S WOOD FENCE LIES 0.3's^N 0.2' S OF PROP. UNE 7,829.07f SF �� If zV LIES 0.8' S881 FROM PROP. COR. S OF PROP. LINE N .v 0D v� 30' -' L _ _ _ 5 BSBI. ' FED WAY 20TH AVE HOMES LLC CHUNG 1UN KWAK °' TR A C T A _ _ _ - - - EXIST7NG APN j3674400141 o 01 I m � °' _ _L8_ - J w APN IJ674400197 BUILDING 7,346.68f SF -r r'► - -- _ • LOT 3 ' U� 21 NG - OF `` CHAINUNK FENCE iEAO1 ,� F.W. S P NO. 14-10OJ97-SU PROP. LINE [ II LIES 1.75' E OF I RECORDING NO. 20150107900001 L�S 88'19'21" E 140.50'(R2) PROP• LINE / a- \ +, / 0 - REBAR & CAP - L 18 G U LOT 5 Z AOUXD S E 8902 & 34130 12' CONC CtILVERT % % PRIVATE ROAD � V� �, `I` �. `L �71.92t SF f LIES 0.5T S78E FROM PROP. COR LE=449.39' % ; �cV;------------------- - _-- J .� a� * S j FOUND REBAR & CAP ca I OLD LOT LINE (TYP) - �` S�` ♦ , O LS 10708 LIES 0.84 S66E 3.0' RIGHT OF L16 ROAD & UTILITY L14 G6 �� � J 1 FROM PROP. COR. „ / WAY DEDICA71ON EASEMEENG PER L12 14 CMP CULVERT O3\� q �' ,_ _ / LE.=445.64' % ^ / ZO BSBL - �' - -6189463-e m&- -- - -�To t �` `J. 7 9!>> DALE D LONG �� LOT 9 i i i .1�- - . L 0 T 6 �� AN 13674400190 ;p LOT 8r 720O0.1at SF � `� 7,459.75t SF�� / 7,277.32t SF ( �m � WOOD FENCE RUNS 'lam r% a 3 L,_ _ _ j' Im 1 1 7,200.70f SF a� �� �` ALONG PROP. LINE 5 BSBL BLOCK WALL LIES 4.2' E. o r Ui4 S �Ian ` - J L- - - -� 5 _ _ _. �5 OF PROP. LINE FOUND REBAR & CAP 8.3' N 88'19'26" W 394.34'(R2) 393.77'(_.�._�,� 4 y ; ILLEGIBLE LIES a07 - - - - - - - - - - - - - - - - - - - - - - _ - N. OF PROP. LINE WOOD FENCE 17.9' N 88'19'26" W LOT 1 LIES 0.2' E OF ; EXISTING 7,5' HOGWIRE FENCE LIES h r 30.78' GIAN & INDERJT K SINGH PROP.LINEFOUND REBAR &CAP BUILDING 0.3' S OF PROP. LINE APN fM74400151 LS 29282 LIES 0.11 N. ' CONC. SIDEWALK OF PROP. LINE ; BLOCK WALL LIES SET SPIKE % � ,' CURB &GUTTER ; ' ON PROP. LINE.N.125491.93 d % LOT 2 EXISTING LOT 3 DAMES M PETE bi E.1273867.32 % ; ' GIAN & INDERJT K SINGH BUILDING GRAN & INDERST K SINGH APN IJ674400187 Q ELEV.:44262' - ; AN #3610 628- APN IM74400150 ; EXISTING SHED -j r I -----'----------------'----- ------ � F.W. S.PNO. 02-102628-00-SU ' q / RECORDING NO. 20041027900001 p SITEADDRESSES p� LOT 1: 29808 18TH AVE S © ) LOT 2: 29804 18TH PL S �J y LOT 3. 29806 18TH PL S 12' CPP CULVERT I.E.=457.48' 12' CPP CULVERT I.E 456.63' 12' CONC CULVERT I.E.=454.44' 12" CONC CULVERT _ LE.=454.19' L/. 12" CONC CULVERTI.E.=45357' 12' CONC CULVERT 00 � LE=452.99' r �' r q� , r 12" CONC CULVERT / % LE.=450.38' % N SET SPIKE N.125646.32 ' E. 1273908.22 ELEV,,451.09' ' / H o r LOT 4: 29808 18TH PL S GRAPHIC SCALE % LOT 5: 29814 18TH PL S O3 LOT 6: 29816 18TH PL S LOT 7: 29818 18TH PL S 0 20 40 80 LOT 8: 29820 18TH PL S LOT 9: 29822 18TH PL S 1" = 40 FEET TRACT A: 29812 18TH PL S --r�rmed land survey PO Box 5137 Tacoma, WA984 95-0137 Phone: 253-627-2070 Fax: 253-627-9175 www.i-landsurvey.com D SURVEYING, MAPPING, & GIS *.All O 4 651 p . FOI S T Eg� V / LAND S M12.311} KUMAR SHORT PLAT DWN. BY DATE JOB NO. JR 10/23/2018 KUMAK-160125 CHKD. BY SCALE SHEET EW 1 "=40' 2 OF 2 n 41 - ENGINEER ANSTTEY ENGINEERING 8627 NE 180TH STREET BOTHELL, WASHINGTON 98011 PHONE: (206) 303-7639 FAX: (206) 486-0267 CONTACT PERSON:. BEN ANSTEY, P. E. SURVEYOR INFORMED LAND SURVEY PO BOX 5137 TACOMA, WASHINGTON 98415-0137 PHONE: (253) 627-2070 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF LOT 8, BLOCK 2 JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL B: PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT No. 06•-104745-00-SU, RECORDED AUGUST 10, 2007, UNDER RECORDING No. 20070810900014, RECORDS OF KING COUNTY, WASHINGTON. LOT 7, BLOCK 2 JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL No..: 367440- 0135, - 0140, - 0145 SITE ADDRESS: 29808 18TH AVE S FEDERAL WAY, WA 98003 OTHER PERMITS REOUIRED 1. CONTRACTOR WILL GET THE BUILDING PERMIT PRIOR TO LOT GRADING. PERMIT SPECIALIST CAN BE REACH AT (253) 835-2607 FOR MOR INFORMATION. 2. UTILITY COMPANIES MUST OBTAIN RIGHT-OF-WAY PERMITS FOR UTILITY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. KATHLEEN MESSINGER CAN BE REACH AT (253) 835-2725 FOR MORE INFORMATION. DATUM NGVD29 BENCHMARK CITY OF FEDERAL WAY BENCHMARK CP No. FW119 X-I N G OF S 298TH ST & 20TH AVE S ELEV. = 508.90 REVISIONS NO. DATE REVISIONS BY APVD 1 10/16/17 AUGUST 14, 2017 COMMENTS RI BA GENERAL NOTES KUMAR ESTA TES A POR. OF NW 1/4, SW i SECTIONTOWNSHIP 2980818TH AVE S, FEDERAL WAY, WA 98003 OWNER KUMAR KUSHAR 206-380-1535 DRAINAGE 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 (WSDOT/APWA), 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 APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. 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 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. 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 CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10. GROUNDWATER SYSTEM CONSTRUCTION $HALL 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 WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN 7RENCH 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 S'.iGRADE 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 8.030 3. 14. THE CON :;ACTOR 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. HORIZONTAL DATUM NAD 1983(2011) PER RTK GPS TIES AND THE WASHINGTON STATE REFERECE NETWORK (WSRN) DRAINAGE NOTES 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 7-02.30). 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 #1 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 RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4 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" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2"" ROCK/10%-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. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED 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 SUS -SURFACE 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 STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, ETE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES U_ POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER Call before you D_ . U 1 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY PREPARED BY - 8627 NE 1 80tI1 St. PROJECT: KU ''MAR ESTATES A N S T E Y BOTHELL, WA 98011 cuE"r: ae. PHONE: (206) 303-7639 Mr. KEN KUMAR ENGINEERING FAX: (425) 658-9203 29645 18TH AVE S. UNIT B301 EMAIL: benansteyQjuno.com FEDERAL WAY, WA 98003 206-380-1535 S 272ND ST N S 2887H ST WE 1 ii 3 S 304TH ST S 320TH ST ii MNff Y MAP N.T.S. TABLE OF CONTENTS SHEET NO. TITLE C1 OF 8 COVER SHEET C2 OF 8 EXISTING CONDITIONS C3 OF 8 HORIZONTAL SITE PLAN C4 OF 8 TESC AND DETAILED GRADING PLAN C5 OF 8 TESC NOTES & DETAILS C6 OF 8 ROAD AND GRADING PLAN C7 OF 8 NOTES AND DETAILS C8 OF 8 STORM POND & DETAILS NOTES: 1. TOPOGRAPHICAL INFORMATION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY INFORMED LAND SURVEY. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 SHEET TITLE RESUBMITTED OCT 2 4 20117 CITY Or F= ��fiAL V AY COM.MU�IITY DEYELOP'MENT. FEDERAL WAY PUBLIC WORKS INSPECTION/ NOTIFICATION PHQNE: 253-835-2700 I APPROVED DATE C r-% % I uvER SHEET �p20614 p FG/ STV; �/ NA L I 6/13/17 SCALE NA owc 616FDW 1 DRAWN BY BPA APPROVED BPA SHEET 1 O8 F GRAPHIC SCALE 40 0 20 40 80 { IN FEES' } 1 inch = 40 ft. is mm •• a STORM DRAIN CATCH BASIN RIM EL=458.59' (S) 12' CPP LE=456.06' 12'' CPP CULVERT I.E=457.48' it CAP CuLVFRT LE456 63' SEWER MANHOLE RIM EL=457.90' (N) 12' PVC LE=448.80' _ (S) 12' PVC I.E.=448.70' it Cw CULVERT it CONC CULKRT LE=454.19' STORM DRAIN CATCH BASIN RIM EL=455.16' (N) 12' PVC LE=45303' — (S) 12' PVC LE =452.96' 12' CONC CULKNT LE=4530 i2' CONC OMWNT lZ=45Z99' lr CONC CLILWpl, LE=4W.12' CONCC (XW RT LE=449.3VSTORM DRAIN CATCH BASIN , RIM a=448.83' / (NE) 12' PVC LE.=44G 70' I / (SE) 12' PVC LE=446.73' 1 / 14' Cmp COLWRT 1.E=445.64' SEWER MANHOLDE RIM EL=446.1l' (N) 12' PVC LE=436.40' (E) 12' PVC LE.=436.40' (S) 12' PVC LE=436.30' I I 0 I j EW o, — �� OF MW OF ASPHALT Q'3Q �o� p � 11e* ;2' Lp�pESS 4s21'►1N. OF o�,�'A�E68 '�C% r, - ab>;'r•. ktAl i�.s'•:'?:^.hhi"4"3s%..'':: e"i's. I"RiT. ilmr C S 88'19'12" E 39. ---�456 20 .�, s" ` �..1 8• A I (�I — — .-- ._ — — .-.. — t..-_4BNC..4• _.. �.1. — .� �'_`�..J'Q� — ' �� Jt �'r 1 w, ~• r 1 1 „ EXISIIIVG SHED ,• .�• ,. LIES as N. OR PROPOSED 30 DRVEWAY 30' 14 •� ' s 7 PROP. UNE EDGE OF CONS � fir; A" R _p2w. im S 88' 19' 16" E ~28372.43'(R2) FFNCIE� W00O/CHAINUNK Lo FEW LEES 1.9E & »' PRO. UN ROOMY LIES o wv 04 ox a1 PROP. LINE 2.6' S, OFF 00 - r PROP. LINE ;^� � 0) t O co 00 c ! EMWO SHm I LIES 16' W. OF 1 r PROP. LINE CHAdVLW FENCE / LIES 1.75' E OF _ S 88'19'21" E 140.50'(R2 PROP LINE l mot. � T. �1M 'L. ••`. ry. .. 7w:•C•i!.i.bs•X %S 88*19*21" E S 01'0380'2'0" W PROPOSED 30' DRIVEWAY 240.587(12) / — ---- --__ __ N — — — — — — — — — — i 1511 N 88'19'26',W / fL 464 pp• r � t I- U) Lo tr 48; '�~VO g4 Q1073 1 A�N�TTE �TQF ! FntA�i 1i;179AR & W ' LOT ��s Je P — — E12CE_OF ASPHALTAGRAVEt. 1 ��yy���� �p���Qy�^Q`Se ("{11/JR/ Jf(�fYS ¢ CA IVA IS PW LES OJV M121Y RtVM FIW COM �36> 4�Q \Q2p 4 &CAP AfIX tS #18W & 34130 Lis tea'swE Fm PROF. ca N � �s 07 FIEW & W AI�X IS ��02 �& 34130 LES Q.b7' SM FRlllt! FRS. t3pt i F0i1f+D 1tE8AR ow-- — — ------- Ls 10709 LES lli84' Ma nw PRAM: Ca _ 3.0.78 _\_ 394.34'(R2) 393.77'(R1) — ' `Mm )WAR a STORM DRAIN CATCH BASIN RIM EL=446.24' / (N) 12' PVC LE=443.30' / 3 N 88'19'26" W { LLE� LE5 0.07*,- K OF PROP. LIIE >440 L � FENCE FOW FXW a av #3s> SEWER MANHOLE p7 ?�2ffi LB a11' K 440�0 3s> N= FENCE WINS 44°moo (S) 12' PVC I.E=44319' /l fOF RIM EL=447.62' s7 PROP. LJ� CoNa SNWALK (E) 10" PVC LE=440.07' IOF L� 's2 f ALONG PROF. LINE jso BLOC WALL LIES I l o / / / (UR19 & to1TIER (W) 12' PVC LE=439.97' STORM DRAIN CATCH BASIN / CW PROP. Low Q / (N) 12' PVC I.E.=441.96' (S) 12" PVC I.E.=441.90' — — — — O / I / I o I I STORM DRAIN CATCH BASIN RIM EL=436.77' I (NW) 12' CPP I E=434.52' / I (SW) 12' CMP LE=434.16' r PREPARED BY PROJECT: 8627 NE 180th St. K OUR BAR A N S T E Y BOTHELL, WA 98011 PHONE. (206) 303-7639 CLIENT: Mr. KE E N G I N E E R I N G FAX: (425) 658-9203 29645 18TH ) EMAIL: benonstey@ansteyengineering.com FEDERAL W SEWER MANHOLE RIM EL=481.17 > (N) 12' PVC LE=470.79' 440� (S) 12' PVC LE=470.69' 790 2' E OF LINE LIES R3' s PROP. toff LEGEND 0 FOUND REBAR & CAP (AS SHOWN) ® FOUND CASED MONUMENT ES WATER METER pQ WAFER VALVE SIGN STORM DRAIN CATCH BASIN 5mITARY SEWER MANHOLE �P1ii1 POWER METER t__� -C'F7 POWER POLE POWER POLE W/DROP do TRANSFORMER POWER POLE W/ LIGHT j. POWER POLE W/LIGHT, DROP & TRANSFORMER OVERHEAD POWER UNE )OD NCE— CHAINLINK rFENCE " HOGWIRE FENCE ]� R LINE [� r+ STORM DRAIIT UNE r i DECIDUOUS TREE .3-&-EVERGREEN TREE W DISTANCE AS MEASURED (R) DISTANCE AS REFERENCED (C) DISTANCE AS CALCULATED SHEET TITLE I APPROVED DATE HORIZONTAL DATUM: GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. REVISIONS N0. DATE REVISIONS BY APVD 1 10/16/17 AUGUST 14, 2017 COMMENTS RL BA I •=1' _� 3 I � all J 17 ETj� Per of �FSAR �� car '�3s WA LS 36795 LO >�4 3 019' N4ff FM PROF. 0\0'3o y4l SO��D>11°\ — 5' '"r 68 C�`� FpAtiD RlG6tAR � crw IVA LS P8795 LES ' ^ 5' REAR BSBL �i � j OW N12V FROM � C. 4 — �) LOT 2 — -�' -- — -- — — LOT 1 �� ,,� 7 =wig& / LOT 3 20' W BW j o 12 76m a 0.5' — 51 >110 s .K s I LOT ': 2x4ii:.,.... i " f �y •0� /� 0.Rot . 74' R. 0.5 : .:... m TRACT Axmw SM '. 0616 Rot . .. LO��•T 5 ......... 4 L a1s Rot VA .. . ..f. :.O Wr: •::... w.� .y. ..... ........................ ........................ ............................r .....r ... ....-.++. ......�................................................................................................... ... .. ............(�.!r! -w .... .......... ' ..ti....................................................................................................... .. ................... ............................................................................................................................................. H,....:::.............................�' �4 4 — — — — — — — — — — Lar ?AM VA \ I6 0.1E A06 \ LOT 9 I \ 4' a1s Ad L-- -- -� L-- - \ FOtArD REEAR & co~-- �-- UiUM LIM LL07*,36 M. OF PROP. LIE >41° W ROM a CAP °�s� F'L1tLS 2= LO Q11' A - � OF PROP. LK °'sz o74, 01 FixAID RELtAR d CAP yI`GI• �y `� IILS �W{Rf & 3030 LO {a8 SIRE` FM PW. CM \079> Fl9ulQ RELLAR OW APEX LS stow & 3#30 LE5 w sm Fm PROP. fit Ft7ir11D Rmw a d -- — - - LS 10M LO W SW nm P. OR 4� `079 PREPARED BY 8627 NE 180th St. PROJECT: KUMAFN=** ESTATES A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 cuE"r: Mr. KEN KUMAR ENGINEERING FAX: (425) 658-9203 29645 18TH AVE S, UNIT B301 EMAIL: benanstey@ansteyengineering.com FEDERAL WAY, WA 98003 206-380-1535 NAD 1983(2011); PER RTK GPS TIES AND THE WASINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. VERTICAL DATUM: THE VERTICAL DATUM FOR THIS SURVEY IS NGVD29, PER TIES TO CITY OF FEDERAL WAY HORIZONTAL CONTROL MONUMENT RECORD CP No. FW119 ELEVATION BEING 508.90 FEET, LOCATED AT THE INTERSECTION OF S. 298TH ST AND 20TH AVE S UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. APPROVED I DATE I SHEET TITLE HORIZONTAL SITE PLAN 6/13/17 E 1 "=40' �pF20614�,p ��� DRAWN BY BPA /sl S��NAL APPROVED BPA SHEET c3OF 8 _ n STORM- DRAIN CATCH BASIN RIM EL=458.59' (S) 12' CPP LE=456.06' SEWER MANHOLE RIM EL=45Z90' (N) 12" PVC I.E=448.80' (S) 12' PVC LE=448.70' STORM DRAIN CATCH BASIN RIM EL=45516' (N) 12' PVC I.E=45303' (S) 12' PVC LE=452.96' TEMPORARY ROCK CONMUC11ON ENTRANCE (SEE DETAIL SHT _ OF STORM DRAIN CATCH BASIN RIM a=44&83' (NE) 12' PVC I.E=446.70' (SE) 12' PVC LE=446.73' SEWWR MANHOLDE Of a=446.11' (N) 12' PVC LE=436.40' (E) 12' PVC LE-=436.40' (S) 12PVC LE=436.30' I T FM NWWR a CAP \°73' LOT �3s>� ��%` �' !DA IS j .Iw ma PR{,P °\°'`3O I/0� 0����` o� s8 7R40TS z°S WA LS PM Lo M Ia��/rryr & CAP CM am �f �18► INST>1L CATCH LOT BASIN PROTE 40N. \,W (TYP;)-- 7 , � ,1 AWN so 4,10TI3 t k16* 4 f "o.0 N ti t ~ y, 4 o/ s r ~ ; 456 -- Q t (( `.•�" FtiGlfl MAR a CAP co z,�ppT 8 7di6 lV i i L �2 .. 3 �FaW FAMAR & CAM` STORM DRAIN CATCH BASIN N1EMF LES aO7*3 RIM a=446.24' / K OF PROP. LIKE s>� �o FaW RM a CAP' �3s> (N) 12' PVC I.E.=44330' / J SEVER � `O'`S7 LS 2828Z' Lim ail' m 4�0� (S) 12' PVC I.E=44a19' 1 i IFPRI. LIE J J (E) 10' PVC LE=440.07' (W) 12" PVC LE=439.97' / STORM DRAIN CATCH BASIN J = .2L — _ 1 1 (N) 12' PVC LE=441.96' Ol / (S) 12' PVC LE=441.90' 1 — o / STORM DRAIN CATCH BASIN 1 RIM EL=436 77' / (NW) 12' CPP I.E=434.52' / (SW) 12' CMP LE=434.16' / ■ PREPARED BY T L464 F LT�FENCE,�j' D�T �SHT. o,SO APEX tS ow a 34 v V 1O f 1 I�acyw ,wax cs a 3" tts SST Ste£ Im Pww. cw FROM FW. CC& / SEWER MANHOLE RIM EL=481.17' > (N) 12" PVC LE=470,79' (S) 12" PVC I.E.=470,69' °7&° 0'e SCALE: 1" = 40' (H.), 1" = 5' (V.) 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 ENGINEERING FAX: (425) 658-9203 EMAIL: benanstey@ansteyengineering.com LEGO FOUND REBAR & CAP (AS SHOWN) FOUND CASED MONUMENT 10 WATER METER 04 WATER VALVE SIGN STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE �P1fi� POWER METER KL7 POWER POLE ' POWER POLE W/DROP & TRANSFORMER POWER POLE W/ LIGHT POWER POLE W/LIGHT, DROP & TRANSFORMER w of of of am am OVERHEAD POWER LINE --OD F—�I;NCE —o--- CHAINUNK FENCE HOGWIRE FENCE SEW�R LINE [ M DRAIIT LINE a • DECIDUOUS TREE EVERGREEN TREE �1 M) DISTANCE AS MEASURED (R) DISTANCE AS REFERENCED (C) DISTANCE AS CALCULATED TESC SILT FENCE ® TESL CB PROTECTION (SEE DETAIL SHEET 05) GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. EARTHWORK: CUT: 4,442 CU. Y.D. FILL: 3,555 CU. YD. NET: 887 CU. YD. Cut ill PERMIT • • . ! # ' (APPROVED DATE �3s>� �E��N�TTE per of GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. STORM DRAIN CATCH BASIN RIM EL-455.16' (N) 12' PVC I.E.=453.03' (S) 12' PVC I.E=452.96' STORM DRAIN CATCH BASIN RIM EL=448.83' (NE) 12' PVC LE=446.70' (SE) 12' PVC LE=446.73' STORM DRAIN CATCH BASIN RIM EL=446 24' (N) 12' PVC L E=443.30' (S) 12' PVC I.E=44319' vi Lo co Q Lo 00 00 J LsJ Z W 460 450 DATUM ELEV 440.00 Lf d STORM DRAIN CATCH BASIN RN Fl=44594' HIGH POINT ELEV = 456.84 HIGH POINT STA = 1+81.43 PM STA 1+81.41 PVI ELEV = 456.97 A.D. _ -2.00 K 24.98 50.00, VC ' n � n } N U LOW POINT ELEV = 455.93 HIGH POINT ELEV = 456.60 LOW POINT STA = 3+02.10 HIGH POINT STA = 3+92.02 PVI STA = 3+07.07 PVI STA = 3+94.72 PVI ELEV = 455.71 PM ELEV = 456.86 A.D. = 2.31 A.D. _ -2.81 K = 32.53 K = 26.65 75.00' VC 75.00' VC Ij o) + O N MCi N w t0 us + M + ex W ui lit (ri U U N 125813.5919 E 1274374.38 °20 �36 O7,9> 079 O NGW: N 125544.62 E 1274337.24 LOW POINT ELEV = 455.17 HIGH POINT ELEV = 455.60 LOW POINT STA = 5+36.62 HIGH POINT STA = 6+03.76 PVI STA = 5+26.49 PVI STA = 6+19.57 PM ELEV = 454.87 PM ELEV = 455.80 A.D. = 2.51 A.D. _ -5.44 K=39.86 K=9.19 100.00' VC 50.00' VC olCD W U2 + �- m + in , LO 4 w m Q° w • ��iltw (n EXISTING GRADE 0 C/L 0° m w w m v OF R/W w Q / 51 1.00% `- OPOSED RADE / PROPOSED - ----� 0 CA OF /W 8" WATER Z 8" D.1. WA TER ---- -- _ PRO 0 C OSED GRADE L OF R/W ¢� PROPOSED " D.J. WATER 21.5 8"SD n IRE HYDRANT 21.5LF 8"SD 1 w 3.36% Q 1.0� ADS 48.51-F 8"SD 24.1 LF 8"SD 0 11.56X "----- -- �"- ® 4.72%' 151. JLF1" IE 447.0 IE=447.0 ADS p 2.0� STA: 3+ 10, 13.25' RT. a 23.81-F 12" STA: 5+36.60 13.25 ADS 0 5.46 CB# 1 TYPE I CB# 6 TYPE I RIM=455.75 IE=448.0 STA:5+36.60 13.25 RIM 454.800 I.E.-4 9.78 8" (N,S) 5 1 TFL 1 9.00 12 NE M=455.00 STA; 3+ .10 I.E.=449. 9 8" (S,N) STA: 5+36.6 8.25' LT. STA: 5+42.08, 1 .28' RT. 2.25 PE I RIM=455.75 CE # 4 TYPE I CONTROL MH# TYPE II, 54" 1..=450.59 (S) IM=455.00 RIM=457.50 I.E.=449.30' (N I.E. 9.72' (N) YID 04 oD (0 r- 0 00 0) N .- a0 L0 N n M Ui O� c0 I- <- N N CD 't IA O0 N 1? R to d d n co O} 0 � .- 0) din to 0) t� e} N Lo tf) sh �cp0 !t3 d d- tf) d- tf1 tf) eF d I�I�� 1) sl d tf�I�� ` Iti t(1 5 Lo t�I�� U 1A 1f} lt3 tp U) tI�� N n V) ifi st d d d t s1 sh 1+00 2+00 3+00 1 FINISH GRADE C/L ELEVATIONS EXISTING GROUND CA ELEVATIONS PREPARED BY My#ff PLAT ROM SCALE: 1" = 40' (H.), 1" = 4' (V.) 5+00 6+00 7+00 46 h 450 NEW WATER CONNECTION : 7+4.17 &25' LT. RIMam451.50 I.E.w-446.00 12" (ESN) DATUM ELEV 4000 30' R/W J U � � 10' o v UTILITY EASEMENT24' -�-� 12'------12' 5' SIDEWALK r ' CURB 0.5' �-2.5' 0.5'. _ 2.0% 4" CEMENT CONCRETE----- \ r r -4<) CEMENT CONCRETE VERTICALL CURB & ( CEMENT CONCRETE VERTICAL CURB & GUTTER SEE DETAIL SHT. X OF X I GUTTER SEE DETAIL CATCH BASIN & STORM SEWER, 0.25' CLASS B ASPHALT CONCRETE (TY'•) 0.17' CRUSHED SURFACING TOP COURSE 0.42' CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. INTERNAL ROAD ROAD SECTION A -A (LOCAL STREET) TYPE "Y" (LOOKING EAST & WEST) N.T.S. 63' U 30, R/W PP. 33, R/W ' 4' PLANTER ��VER'ES----**- '-6' SIDEWALK 1' SAWCUT & 1' MATCH EXISTING PAVING 0.5' 1 MAX S�dpE EXISTINC_PAVING 2.0� - Z 0�' >.. VARIES, FEATHER OVERLAY 4" CEMENT CONCRETE AS NECESSARY TO OBTAIN -2.0% SLOPE TO EXISTING PAVING CEMENT CONCRETE VERTICAL CURB & 11� GUTTER SEE DETAIL SHT. X OF X LL 1 CATCH BASIN & STORM SEWERS,(TYP.) 3" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE 18TH AVE S ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL ROAD SECTION B-B CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. (MINOR COLLECTOR) TYPE "R" (LOOKING NORTH) PROJECT: SHEET TITLE 8627 NE 180th St.KUMAR' ESTATES BOTHELL, WA 9801 1 A N S T E Y CLIENT: NuAD PHONE(ZUID) 303-7639 Mr. KEN KUMAR E N G I N E E R I N G FAX:(4*25)658-9203 29645 18TH AVE S, UNIT B301 EMAIL: benanstey@ansteyengineering.com FEDERAL WAY, WA 98003 nnr_ '7nn 14c-7c DRAINAGE NOTES: 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 #1 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 retention/detention facility shall have solid locking lids. 5. All catch basin grates shall conform to CFW Drawing Numbers 4-1, 2, 3, 4 or 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 swoles, where required, must be of sound quarry rock, placed to a depth of one foot and must meet the following specifications: 4"-8" rock/407W-70% passing; 2"-4" rock/307.-40% passing; and -2" rock/107.-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. 8. Lots not approved for infiltration shall be provided 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 sub -surface drains necessary to render the lots suitable for their intended use. Each outlet shall have free -flowing, positive drainage to on 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 stub -out 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 designed to convey flows through individual lots. E. The applicant/contractor is responsible for coordinating the locations of all stub -out conveyance lines with respect to the utilities (i.e. power, gas, telephone, television). F. All individual stub -outs shall be privately owned and maintained by the lot homeowner. L S xAi ?4' jTl) 2.0 X24"X+1'iiil;..A4 {�AAST-IN} 8" tt16NXWN 1. L 4 x 0 74. 43 7 --()` 01 0 E. I C! ENGIN�ER1rQ;iQtitT[!!1� `L1C: ROON . i�'�-E'yr"".Q� PR EAST EIL,TER UNIT II ITERNAL BYPASS - GRATE WLET 14M: >: CB 1 AND CB 3 (6' X 4' FILTERRA UNIT) REVISIONS NO. DATE REVISIONS BY VD 7BA 1 10/16/17 AUGUST 14, 2017 COMMENTS RL I C URB & G T TER SECTION DRIVEWAY N.T.S. 6� � EXPANSION JOINT * Z0.02 FT./FT. 0.05 FT./FT. 2 F a tO ; d "'• CEMENT CONCRETE • SIDEWALK • d' * NOTE: TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTTER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. CiIRB DETAILS' 1 13 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE vARXEs ` StDEV-i 3 / B" 'XP A sm% 2x - 30%-T - 1 / 2" RNZWS 4" CAxC d w aa FOR CURB & GVMR USE DESAII 3-4 2 CRUSHED SURFACING TOP COURSE VIMES �11 PIAMM STRIP t SIDEWALK t AS REQUIRED \_ FOR CURB & GU" -ER 2" CRUSHED SURFACING TOP COURSE USE OESAR. 3-4 CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. CONCRETE DRIVEWAYS REQUIRE A MINIMUM DEPTH OF 6". 3, WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. y S• 3A' � '20"30• /� S+ 12' SIDEWALK DWG. NO. 3 -12 N.T.S. FRAME AND GRATE 6' RISER SECTION 12' RISER SECTION •v PRECAST BASE SECTION N R (MEASUREMENT AT THE TOP OF THE BASE) n #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING DOTS REFER TO WSDOT/APWA STANDARD DWG. B1-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. CATCH BASIN TYPE 1 DWG. NO. 4--1 N.T.S. • . i ia.04 APPROVED DATE A PREPARED BY PROJECT: SHEET TITLE 8627 NE 180th St.`N DATE6/13/17 KUMAR"' ESTATES Na,P of SCALE 1"=40' BOTHELL. WA 9801 1 � � A N S T E Y DWG PHONE: (206) 303-7639 CLIENT: Mr. KEN KUMAR z 29645 AVE S UNIT B301 ANU JOB# E N G I N E E R I N G FAX: (425) 658-9203 18TH ,�0614 4 DRAWN BY BPA EMAIL: benanstey@ansteyengineering.com FEDERAL WAY, WA 98003 DETAILS SS�DN� T ti�APPROVED BPA 206 380 1535 i i SHEET C7 OF $ .......... ........... I A CONTROL MH# 1L.- TYPE II-54*0 W/ BEEHIVE GRATE RIM=458.5 I.E.=449.30 12" (N&SW) ORIFICE=0.73" NOTCH = 0.01 FT X 1.35 18" OVERFLOW = 456.0' k5 M H#5; '�::...........;... . DETENTION POND PLAN SCALE: 1" = 20' A 0 o I , -.- 458 458 458 454 454 454 452 ' i 452 452 450 z z 6' CHAIN LINK FENCE(Typy z z 010 00 1 1 I 0 0 i EXIST. GRADE MAX. W.S. EL=456.0 I 21.5'LF 8" F D g 3.36 0 21.5'LF 8" O 458 456 454 452 450 450 W.Q. W.S. EL.=450.0 v Q 450 C� 448 ' ---EL-44 .^'_ _ _ 448 448 .. , s.�.iin �,E.�►tstttttt.7l�,-�G[!1 444 444 I,� 0 0 51M SECTION A —A SCALE: 1 "=20' HORIZ.; 1 "=2' VERT. PREPARED BY BY APVD F e A N S T E Y E N G I N E E R I N G 448 C;j� Elz=4-46.00 446 EL.=445.0---■-�-- — SECTION B—B SCALE: 1 "=20' HORIZ.; 1 "=2' VERT. 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303-7639 FAX: (425) 658-9203 EMAIL: benanstey@ansteyengineering.com 444 NOTES: 1. Al CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED 4' (MIN.) LONG VERT. GRATE SPACE BARS 0 4" O.C. DO NOT OBSTRUCT OPENING RIM EL= 458.50 REACH ROD (TYP-) a e N ' STAND. GALV. STEEL LADDER/STEPS (TYP.) MAX W.S. EL. = FROP—T ' SHEAR GATE e , (TYP,) BEEHIVE GRADE 7:1YIPE SUPPORT(S): 3"x.090 AUGE BOLTED OR IMBEDDED 2" MAXIN WALL AT MAX. 3'SPACING. IN. 1 SUPPORT D 2 PIPE SUPPORT(S): 3"x.090 GAUGE BOLTED OR IMBEDDED 2" IN WALL o . AT MAX. 3' SPACING. MIN, 1 SUPPORT 18" DIA .D e D'. 12" PVC RISER Notch Wier 0.01' x 1,351' LE 29.51-F 12" ADS 2"ADS 01.07. 6% � __ IFROM OUT TO CB No. 6 POND �.. . I.E.= 449.30 2' MIN. — . D' ° I.E.=449.30 SECTION OF PIPE ATTACHED BY GASKETED D BAND TO ALLOW REMOVAL. � 2' MIN. RESTRICTOR PLATE WITH e. 0.73"0 ORIFICE. NOTES: 1. METAL PARTS: CORROSION RESISTANT. ELEVATION GALVANIZED PIPE PARTS TO HAVE ASPHALT SCALE: 1"=2' TREATMENT 1. 6V' 2. FRAME & LADDER OR STEPS OFFSET SO A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB —DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE OUT CONTROL STRUCTURE PIVE I SMOOTH SS 4"EQUAL TO CONCRETE MH # 5—TYPE IT-54")0 SCALE: AS NOTED EMBANKMENT NOTES: 1. POND BERM ENBANKMENTS MUST BE CONSTRUCTED ON NA11VE CONSOLIDATED SOIL FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS AND OTHER ORGANIC DEBRIS. 2. POND BERM EMBANKMENTS GREATER THAN 4 FEET IN HEIGHT MUST BE CONSTRUCTED BY EXCAVATING A KEY EQUAL TO 50% OF THE BERM EMBANKMENT CROSS -SECTIONAL HEIGHT AND WIDTH. 3. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY DENSITY MODIFIED PROCTOR METHOD PER ASTM D1557), PLACED IN 6-INCH LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. NOTES: 1. RIPRAP PROTECTION WITH THE FOLLOWING GRADATION: MAX. STONE SIZE: = 8" MED. STONE SIZE: = 6" MIN. STONE SIZE: = 2" 2. GRAVEL. ACCESS ROAD SHALL BE 15' WIDE W/ 7:1 SLOPE MAX., 6" THICK (COMPACTED), 1"- 1.5*' CRUSHED ROCK. DETENTION STORAGE REQUIRED = 24,132 cu.ft. DETENTION STORAGE AVAILABLE = 31,263 cu.ft. WETPOND VALUME REQUIRED -- 5,763 cu.ft. 4 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. A POR. OF NW 1/4, SW 1/4, SECTION 4, TOWNSHIP 21N, RANGE 4E, W.M. _'ES K UMA R E TA 7/ WA TAR 2980818TH AVE S, FEDERAL WAY, WA 98003 OWNER KUMAR KUSHAR STORM DRAIN CATCH BASIN RIM EL=458.59' (S) 12" CPP I.E.=456.06' HORIZONTAL DATUM - NAD 1983(2011) PER RTK GPS36> TIES AND THE WASHINGTON STATE REFERECE NETWORK \0737 (WSR N)36, 0730 SEWER MANHOLE ;.r? :' .,;rc`` {f. ,•. ;> r' — — ..61.t ,,ate ��F•'YL��.s , A�i':.'.I:a.... RIM EL=457.90' �,!. 1 x.Y a. J>i':^'!"' sp•..;•w (N) 12" PVC LE.=448.80' 5. 11Z_ "' (S) 12" PVC LE.=448.70' stir' �s8 / ° RW BM mP) _141 — t• . LO 2 3. L 4ss st a�77), DATUM NGVD29 BENCHMARK CITY OF FEDERAL WAY BENCHMARK CP No. FW119 X—ING OF S 298TH ST & 20TH AVE S ELEV. — 508.90 rNREVISIONS O. I DATE PREPARED BY STORM DRAIN CATCH BASIN RIM EL=455.16' (N) 12" PVC LE=453.03' (S) 12" PVC I.E.=452.96' STORM DRAIN CATCH BASIN RIM EL=448.83' (NE) 12" PVC LE.=446.70' (SE) 12" PVC I.E.=446.73' SEWER MANHOLDE RIM EL=446.11' (N) 12" PVC I.E=436.40' (E) 12" PVC LE=436.40' (S) 12" PVC I.E.=436.30' STORM DRAIN CATCH BASIN RIM EL=446.24' (N) 12" PVC LE.=443.30' (S) 12" PVC LE.=443.19' SEWER MANHOLE 4�0\3s> RIM EL=44Z62' o7s7 �40\0 (E) 10" PVC LE=440.07' I 7S2 (W) 12" PVC LE=439.97' / STORM DRAIN CATCH BASIN / — (N) 12" PVC LE.=441.96' (S) 12" PVC LE.=441.90' SITE MAP SHEET INDEX: SHEET 1 OF 2 WATER COVER SHEET SHEET 2 OF 2 WATER PLAN AND PROFILE Call before you Di . 81 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY now I - 1 464 NOTES: �36> \ O�O 's #`36> SRO \ 020 \07a> SEWER MANHOLE RIM EL=481.17' > (N) 12" PVC LE.=470.79' (S) 12" PVC LE=470.69' 790 1. TOPOGRAPHICAL INFORMATION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY INFORMED LAND SURVEY. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND U11UTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR U11LI71ES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 LAKEHAVEN UTILITY DISTRICT ❑ Water Plan ❑ Sewer Plan Dated____________ APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimension or quantities and will not relieve the Developer from responsibility for errors of any sort. No changes shall be made in the plans except by the consent of the District. General Manager/District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. S 272ND ST gP Q S 288TH ST N S 304TH ST S 320TH ST VICINffY MAP ENGINEER ANSTEY ENGINEERING 8627 NE 180TH STREET BOTHELL, WASHINGTON 98011 PHONE: (206) 303-7639 FAX: (206) 486-0267 CONTACT PERSON: BEN ANSTEY, P. E. LEGAL DESCRIPTION PARCEL A: THAT PORTION OF LOT 8, BLOCK 2 JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL B: PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT No. 06-104745-00-SU, RECORDED AUGUST 10, 2007, UNDER RECORDING No. 20070810900014, RECORDS OF KING COUNTY, WASHINGTON. LOT 7, BLOCK 2 JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL No.: 36 7 440 - 0135, - 0140, - 0145 SITE ADDRESS: 29808 18TH AVE S FEDERAL WAY, WA 98003 -' L.U.D. PROJECT# SHEET TITLE 8627 NE 180th St. KUMAR' ESTATES A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 CLIENT: WATER Mr. KEN KUMAR CO V TENGINEERING FAX: (425) 658-9203 29645 18TN AVE S, UNIT B301 EHE E EMAIL: benanstey@juno.com �P-nPRni \ninv \n/n oQnnz RESUB%T7 ED OCT 2 4 2011 CITY OF FE^rEPA"r `ir v is � Y, COMMUNITY DE 4VEL0D1,12ANT GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. NGVD: N 125753.69, E 1273978.15 WET TAP CONNECTION STA:1+15.21, 3.50' LT. 1 - 12"X8" TAPPING TEE (FL) W/ CONC. THRUST BLOCK 1 - 8" GATE VALVE (FLXMJ) IGVD: N 125637.05, E 1273947.69 WET TAP CONNECTION STA:7+8.55, 4.00' RT. 1 - 12"X8" TAPPING TEE (FL) W/ CONC. THRUST BLOCK 1 - 8" GATE VALVE (FLXMJ) ■ REVISIONS�s NO. I DATE Vi LO w >W a to t 00_j W H � Z Uj 460 450 DATUM ELEV 440.00 LC d V• I 10 f A POR. OF NW 1/4, SW 1/4, SECTION 47 TOWNSHIP 21N7 RANGE 4E, W.M. °73 36> 0730 1 - ........-r.:.. - - "' "°p` i= sFt 456 T0+44.94, 1 .16' ' OT 3 ale -8" 5• ND (MJX J) +s 4� .; ;-----•-----•- s. �' : is .. W CONC. TH US BL CK 3 cow. rn ST : 3+5 .70, 11. 7' LT :::::':':::'::'::::::'::::'::::...........::..................................:.. . .....:':.'::......................:.....::.'::.'::::.:.:::::.'::::.'.::.'.::::::::::'.'::.'::.':.::::':::.':........ W CO C. TH L .................... ..............� ---- .......:.......................':..........::::::..-r-............................... 4 07S7 I �36>�'10, °7s I 2 HIGH POINT ELEV = 456.84 HIGH POINT STA = 1+81.43 LOW POINT ELEV = 455.93 HIGH POINT ELEV = 456.60 PVI STA = 1+81.41 LOW POIN-T-.STA = 3+02.10 HIGH POINT STA = 3+92.02 PM ELEV = 456.97 PVI STA = 3+07.07 PVI STA = 3+94.72 A.D. _ -2.00 PVI ELEV = 455.71 PVI ELEV = 456.86 K = 24.98 A.D. = 2.31 A.D. _ -2.81 K = 32.53 K = 26.65 50.00' VC 75.00' VC 75.00' VC r O O n IA C ^ 0 N N^ M N N 1A + N f to m `i o Lo N to + !1 + f/f :'; !n 11 W to U 'f`gli N1 U 1 m J I : 4t'QL 1 8" 45' W CONC. 12t51 ID M, RUST 12.11l' UT. #`36> 44O\ °?o s NGVD: N 125813.5919 E 1274374.38 �3g> °-,o 110� 079> >R �o \°790 NGVD: N 125544.62 E 1274337.24 LOW POINT ELEV = 455.17 HIGH POINT ELEV = 455.60 LOW POINT STA = 5+36.62 HIGH POINT STA = 6+03.76 PM STA = 5+26.49 PVI STA = 6+19.57 PM ELEV = 454.87 PVI ELEV = 455.80 A.D. = 2.51 A.D. _ -5.44 K=39.86 K=9.19 100.00' VC 50.00' VC (00 ^ U'j to 4 Ui + to h > m m w W m m W W U j c%i V U U (O hj Ui EXISTING GRADE ® C/L m M w '�L� m N v Vj OF R/W Ld Q 1 00% 00 r PROPOSED RADE 54.1 LF �\ C/L OF /W 13.OLF 8" CL 50, DI 13.OLF Z 8" CL 50, DI 8" CL 50, DI PRO OSED GRADE yr� ®C L OF R/W 2 2,5LF 235.4LF 8' CL 50, DI L d STA: 8" CL 50, DI o 41.6LF N � 5+36.59 z z '- -' CONTRACTOR 0 FIELD VERIFY 04 o z't z ul 8" CL 5 DI m+ m rn LOCATION AND ELEVATION OF m 1 i m� i in Q in ' d Q a > EXISTING WATER MAIN b < N FITTINGS MAY E DIFFERENT I � `f In STA: 5+4 67 ��+ PIPE CLEARAN ES CANNOT BE MAINTAIN 12" CLEAR 4 MET BY DEFLE TING PIPE PER "No MANUFACTURE SPECIFICATIONL. X J 8" SS Q PROPOSED 8" SEWER x i ao allo c00 O 00 rn .'-N 00 MO M In (0 t` N NUl 00 d O0O N M LqM d ((0-rn O) Ln -to O d I N Lf) n 0 (n 0 c0 (D 6 lt7 Ln c6 6Ui to (` V Ln (6 r tl') co co tl) T) c0 00 t<) LO 4In Ili Ln vi Ili Ln tl) 44 In Lo N � LIj to d d d d d d ct d` d d d- � d` 1+00 2+00 3+00 FINISH GRADE C/L ELEVATIONS EXISTING GROUND C/L ELEVATIONS PREPARED BY 4+00 5+00 6+00 PROFILE HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=4' A N S T E Y E N G I N E E R I N G 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303-7639 FAX: (425) 658-9203 EMAIL: benonstey@juno.com 7+00 LEGEND: LAKEHAVEN UTILITY DISTRICT ❑ Water Plan ❑ Sewer Plan -0- EX. UTILITY POLE Dated ---- EX. GUY ANCHOR APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED 0 EX. SANITARY SEWER MANHOLE El EX. STORM CATCH BASIN The District's review is not a check of any dimension or quantities and will not relieve the Developer from responsibility for errors of any sort. No changes shall be ® EX. WATER METER made in the plans except by the consent of the District. O,QO EX, FIRE HYDRANT & GUARD POSTS General Manager/District Engineer Date D4 EX. WATER VALVE Operations Date 0-EX. WATER BLOW -OFF This construction plan will expire one year from plan SL EX. SIGN approval date, if construction has not commenced. o EX. MAILBOX ❑ ❑ ❑ EX. SILT FENCE/WOOD IF EN CE X X X EX. WIRE FENCE w w w EX. WATER LINE SS Ss SS EX. SANITARY SEWER LINE WATER METER LOCATION: BACK OF METER BOX ADJACENT TO R /W SIDE SEWER TERMINUS @ 12' FROM R.O.W., (TYP.) 4" CEMENT CONCRETE 10' \ rUTILITY -•■ EASEMENT -►i 3' CATCH BASIN &---- STORM SEWER, 12 -0.5 2.0% In 30, R/W J U U 0 24' -12' 12' ' SIDEWALK 15'- -0.5'�_2.5' 2.0% I i 2.0z :2 - � 4'M N. 0.5' SIDE SEWER CONNECTED WITH TEE 10' TYPICAL SANITARY SEWER MIN. LOCATION INTERNAL ROAD ROAD SECTION A -A (LOCAL STREET RESIDENTIAL) TYPE "Y" (LOOKING EAST & WEST) N.T.S. 5' CEMENT CONCRETE VERTICAL CURB & GUTTER TYPICAL WATERMAIN LOCATION 63' 460 EX. U PP. 30' 33' LO R/W R/W CONTRACTOR TO 4' PLANTER FIELD VERIFY 20' 6' SIDEWALK LOCATION AND 1' ELEVATION OF 1' sAwcuT & VARIES U EXISTING WATER MAIN MATCH EXISTING OpE PAVING FITTINGS MAY BE 2,0% `D DIFFERENT IF PIPE EXISTING PAVING 2.0_9,' _ .0 CLEARANCES CANNOT BE MET BY VARIES, FEATHER OVERLAY 4" CEMENT CONCRETE DEFLECTING PIPE PER AS NECESSARY TO OBTAIN -2.0% SLOPE TO-7 MANUFACTURES EXISTING PAVING CEMENT CONCRETE VERTICAL CURB & SPECIFICATIONS I GUTTER SEE DETAIL SHT. X OF X 450 CATCH BASIN &STORM SEWERS,(TYP.) 18TH AVE S ROAD SECTION B-$ 3" CLASS B ASPHALT CONCRETE STA: 7+3.19 1 1/2" CRUSHED SURFACING TOP COURSE MAINTAIN 12" CLEAR (MINOR COLLECTOR) 5" CRUSHED SURFACING BASE COURSE TYPE "R" (LOOKING NORTH) ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL NOTES CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. 1. ALL WATER SERVICE LINES TO BE 1 J"O UNLESS OTHERWISE SPECIFIED. DATUM ELEV 2. ALL WATER METERS TO BE 1 "0 UNLESS OTHERWISE SPECIFIED. 440.00 3. DEVELOPER TO INSTALL ALL WATER METERS. METERS TO BE LOCATED BEHIND SIDEWALKS TO HAVE ADDITIONAL PUBLIC WATER EASEMENTS AS REQUIRED. 4. FIRE HYDRANTS REQUIRE 3' MIN. CLEAR AND LEVEL RADIUS AROUND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF ANY EXISTING WATER PIPE CONTAIN ASBESTOS CEMENT MATERIAL AND SHALL BE RESPONSIBLE FOR SAFE REMOVAL AND PROPER DISPOSAL L.U.D. PROJECT # OF SUCH MATERIAL. SHEET TITLE WATER LAN AND �F ssi F mOF�L(�E STANDARD NOTES FOR SEWER CONSTRUCTION 1. All work and materials shall conform to the Washington State Department of Transportation/Washington State Chapter American Public Works Association (WSDOT/APWA) "Standard Plans for Road, Bridge and Municipal Construction," November 1996 Edition, and to the standards of Lakehaven Utility District. 2. Contractor shall verify the location of all utilities that may be affected by this work and shall notify appropriate utility companies to field —locate their facilities before starting any excavation, in accordance with RCW 19.122. 3. Connections of new mains to existing facilities shall be temporarily sealed off until after upstream construction is tested, cleaned and accepted. All construction debris and water shall be removed prior to opening the seal, without flushing the debris downstream. 4. Gravity sewer pipe material shall be as shown on the Plans, which will be one of the following and not necessarily interchangeable: • Polyvinyl Chloride (PVC) ASTM D-3034, SDR 35 35 (4" through 15") or ASTM F-679, SDR 35 35 (18" and larger) • Polyvinyl Chloride (PVC) AWWA C-900, DR-18" (4" through 12") or AWWA C-905, DR-18 (14" through 12") • High Density Polyethylene (HDPE) ASTM F-894, with gasketed joints • Ductile Iron ANSI A21.51/AWWA C-151, minimum Class 52, epoxy —lined with Protecto 401 Ceramic Epoxy 5. Crushed surfacing top course (a.k.o. 5/8" crushed rock) shall be used for pipe bedding for rigid and flexible gravity sewer pipe. The material shall be placed under the pipe to a compacted depth of 4" (for 27" and smaller pipe), and to a compacted depth of 6" (for pipe greater than 27"). The material shall be placed 6" over the top of flexible pipe and to the springline of rigid pipe. To assure uniform support, the material shall be carefully worked under the pipe haunches with a tool capable of preventing the formation of void spaces around the pipe. 6. All trench backfill shall be compacted to 95% of relative density, or greater if so shown on the Plans or otherwise required by the road agency having jurisdiction, from the bottom of the excavation to the surface. Developer shall be responsible for all costs incurred for compaction testing. 7. Trench backfill shall be compacted prior to testing sewer main pipe, and side sewer stub(s) shall be air tested at the some time as the sewer main. 8. Manholes shall conform to WSDOT/APWA Standard Plan B-23a, Type 1 or Type 2 with eccentric cones, and include 1—inch galvanized drop safety steps or polypropylene safety steps (Lane International Corp. Part No. P-14938) and at least one (1), and no more than five (5), four —inch (4") high adjustment rings below the frame and cover. All manhole exterior surfaces shall receive a protective coating of bituminous coal tar to a minimum thickness of 50 mils, applied at the factory. Where noted on the plans, manhole interior surfaces shall receive a corrosion protective epoxy coating of: • Polyprime SS-100 (by Specialty Products, Inc. (Lakewood, WA); 50 mils minimum thickness); or • Ravin 405 (by RLS Solutions Inc. (Oclahoma); 100 mils minimum thickness). All coatings shall be applied in accordance with the manufacturer's instructions. 9. Manhole frames and covers shall be cast iron, with the word "SEWER" cast in the top, shall weigh 140 to 150 pounds, and shall have a single 1—inch lift hole fitted with one 3/4" X 3" galvanized carriage bolt with burred end to retain the nut and a flat washer to allow for 1" bolt travel. Covers shall be 25" in diameter. 10. Concrete collars reinforced with wire mesh shall be installed per District Standard Plan where shown on the plans. 11. Manhole channels shall be produced to the full depth of the associated pipe diameter, and to a width no less than the outside diameter of the associated pipe and no more than 1/2 inch in excess of the outside diameter of the associated pipe. Manhole channels shall have a smooth finish. To minimize turbulence, side channels from inlet pipelines shall be curved toward the outlet pipeline to provide a smooth laminar flow transition from all inlet pipelines to the outlet pipeline. Channel material shall be a shrink —resistant grout mix, using 6sacks per cubic yard Portland cement and 7/8" graded aggregate. For gravity sewer systems 15" and larger, GU Manhole Liner systems by GU Manhole Liner Ltd., Aldergrove, B.C. shall be utilized for channels, floors and pipeline connection systems for manholes. 12. Manhole shelves shall have a broom finish, and be sloped Y/—inch to 1—inch per foot toward the channel. 13. Pipe ends of all inlet and outlet pipelines shall not extend more than 2 inches inside the manhole, and all penetrations shall be smoothly grouted around the pipe with shrink —resistant grout. 14. No joints for flexible pipe inlets and outlets shall be within 10 feet of the manhole, and pipelines shall be connected to the manhole with PVC manhole collars. Rubber boot collars are prohibited. 15. Side sewer stubs shall be installed at a grade of at least 2%, and their termini shall be at a depth adequate to serve the intended property, capped and marked by a white 2X4 post labeled "Sanitary Side Sewer." (Revised July27, 2011, Rev. 10/4/2011) NOTES: ALL SIDE SEWERS SHALL BE THE SAME MATERIAL AS THE SANITARY SEWER MAINS (SDR 35 ASTM D30334). 1. SIDE SEWER TERMINUS DEPTHS @ INTERSECTION OF UTILITY EASEMENT CALCULATED @ 5' DEEP WITH MINIMUM 2.00% SLOPE. MINIMUM FINISH FLOORS ARE AT LEAST 1' ABOVE THE STREET. FINAL FINISH FLOORS WILL BE DETERMINED BY THE BUILDING CONTRACTOR. 2. FINISH FLOOR ELEVATIONS LOWER THAN 1' ABOVE THE RIMS OF EITHER THE UP STREAM OR DOWN STREAM MANHOLES MUST HAVE BACKWATER CHECK VALVES INSTALLED. DATUM Nc,ozs BENCHMARK CITY OF FEDERAL WAY BENCHMARK CP No. FW119 X—ING OF S 298TH ST & 20TH AVE S ELEV. = 508.90 ■REVISIONS PREPARED BY NO.I DATE REVISIONS BY APVD A POR. OF NW 1/4, SW 1/4, SECTION 4, TOWNSHIP 21N, RANGE 4E, W.M. KUMAR _E 7 A 1 A,7!) SANITARY SEWER 2980818TH AVE S, FEDERAL WAY, WA 98003 OWNER KUMAR KUSHAR GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. HORIZONTAL DATUM NAD 1983(2011) PER RTK GPS TIES AND THE WASHINGTON STATE REFERECE NETWORK (WSRN) STORM DRAIN CATCH BASIN RIM EL=458.59' (S) 12' CPP I.E.=456.06' SEWER MANHOLE RIM EL=457.90' (N) 12' PVC LE=448.80' (S) 12" PVC LE=448.70' STORM DRAIN CATCH BASIN RIM EL=455.16' (N) 12' PVC I.E.=453.03' (S) 12' PVC LE.=452.96' STORM DRAIN CATCH BASIN RIM EL=448.83' (NE) 12' PVC LE=446.70' (SE) 12" PVC I.E.=446.73' SEWER MANHOLDE RIM EL=446.11' (N) 12" PVC I.E.=436.40' (E) 12' PVC LE=4J6.40' (S) 12' PVC I.E.=436.30' STORM DRAIN CATCH BASIN RIM EL=446.24' (N) 12' PVC I.E=44330' (S) 12' PVC I.E.=443.19' N S T E Y ENG aeA I NEER I NG \0'3� I 36> 07 SEWER MANHOLE 110\�36> 4 41 RIM EL=447.62' o'S� I 4°� ono (E) 10' PVC LE=440.07' 0'S 'So 2 (W) 12' PVC I.E.=439.97' STORM DRAIN CATCH BASIN BALD-==445.2L — _ (N) 12' PVC I.E=441.96' (S) 12' PVC LE=441.90' SITE MAP SHEET INDEX: SHEET 1 OF 2 SANITARY SEWER COVED SHEET SHEET 2 OF 2 SANITARY SEWER PLAN AND PROFILE 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303-7639 FAX: (425) 658-9203 EMAIL: benanstey@juno.com Call before you DZ . 81 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY 020 S �36> 020 19 4'90\ 079 SEWER MANHOLE RIM EL=481.17' (N) 12' PVC LE=470.79' 1-9o\ (S) 12' PVC LE=470.69' b790 07e NOTES: 1. TOPOGRAPHICAL INFORMATION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY INFORMED LAND SURVEY. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 LAKEHAVEN UTILITY DISTRICT ❑ Water Plan ❑ Sewer Plan Dated ------____-- APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimension or quantities and will not relieve the Developer from responsibility for errors of any sort. No changes shall be made in the plans except by the consent of the District. General Manager/District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. S 272ND ST 0 V) Q � x oO S 288TH ST 61) I 1 z S 304TH ST S 320TH ST VICINITY MAP N.T.S. ENGINEER ANSTEY ENGINEERING 8627 NE 180TH STREET BOTHELL, WASHINGTON 98011 PHONE: (206) 303-7639 FAX: (206) 486-0267 CONTACT PERSON: BEN ANSTEY, P. E. LEGAL DESCRIPTION PARCEL A: THAT PORTION OF LOT 8, BLOCK 2 JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. PARCEL B: PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT No. 06-104745-00—SU, RECORDED AUGUST 10, 2007, UNDER RECORDING No. 20070810900014, RECORDS OF KING COUNTY, WASHINGTON. LOT 7, BLOCK 2 JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL No.: 36 7 440 — 013 5, — 0140, — 0145 SITE ADDRESS: 29808 18TH AVE S FEDERAL WAY, WA 98003 L.U.D. PROJECT # SHEET TITLE ANITAFRY SEWE r' COVER SWEET GRAPHIC SCALE SEWER MANHOLE RIM EL=457.9Q4 40 0 20 40 80 (N) 12" PVC LE=448. (S) 12" PVC I.E=448.70' ( IN FEET ) 1 inch = 40 ft. SEWER MANHOLOE RIM EL=446.11' (N) 12" PVC I.E.=436.40' (E) 12" PVC I.E.=436.40' (S) 12" PVC LE=436.30' ui In > (0 Q- 00 J w 1- C� zw 460 DATUM ELEV 440.00 41 C N A POR. OF NW 1/47 SW 1/47 SECTION 41 TOWNSHIP 21N7 RANGE 4E7 W.M. ��o I \0737 #�36> 5t�°\0730 ._,.-. , 20S 3 SEWER E 44762E \07`57 I '90 (E) 10" PVC I.E.=440.07' °7S2 (W) 12" PVC C.E.=439.97' HIGH POINT ELEV = 456.84 LOW POINT ELEV = 455.93 HIGH POINT ELEV = 456.60 HIGH POINT STA = 1+81.43 LOW POINT STA = 3+02.10 HIGH POINT STA = 3+92.02 PVI STA = 1+81.41 PVI STA = 3+07.07 PVI STA = 3+94.72 PVI ELEV = 456.97 PVI ELEV = 455.71 PVI ELEV = 456.86 A.D. _ -2.00 A.D. = 2.31 A.D. _ -2.81 K = 24.98 K = 32.53 K = 26.65 50.00VC 75.00' VC 75.00' VC <O co P� n O 1n O N M N N r14. N t0 N + n + d n + d� U U lit t: i t "! i/S e l in rrji NGVD: N 125813.5919 E 1274374.38 �36> °20 4 �36> �40\ 079 > SEWER MANHOLE RIM EL=481.17' > (N) 12" PVC I.E.=470.79' �lo� (S) 12" PVC I.E.=470.69' 0790 NGVD: N 125544.62 E 1274337.24 LOW POINT ELEV = 455.17 HIGH POINT ELEV = 455.60 LOW POINT STA = 5+36.62 HIGH POINT STA = 6+03.76 PVI STA = 5+26.49 PVI STA = 6+19.57 PVI ELEV = 454.87 PVI ELEV = 455.80_. _- A.D. = 2.51 A.D. _ -5.44 K=39.86 K=9.19 100.00' VC 50.00' VC U! W) n Ui rn 1*d' t+,� P 1+ _ cp en "' m m > W W m m w w to U >> w U>> co Vi EXISTING GRADE 0 C/L m m W w m LAj U > Q OF R/W w Ile --__ 00 - 1.00% PROPOSED RADE V=7t�t PROPOSED `"- ® C/L OF /W 8" WATER \ Z PRO OSED GRADE \� �5.4 ILy 9 iPROPOSED 8 D.I. WgTER ®c L OF R/W " D.I. WATER n u IRE HYDRANT 86.3LF g" 8 SS t VC ®1.0% Lj STA: S 70 6" SS O STA:3+56.5 3.61'LT. SS SERVICE TEE TA:4+26.52, 88'RT. 2� SOLID LOCKI CONCRETE COLLAR G LID AND SMH 2 TYPE 48"� 8" S8 4LF 8" p SOLID LOCKING ID ANDVC ®24 RIM=456.36 ONCRETE COL R PROPOSED 8" 4� I.E.=448.41 " IN (N,NE,E) IM=489.00 SEWER I.E.=448.31 " OUT (S) .E.=447.55 8" N (N,NE,E,S) A:6+38 6" SS .E.=447.65 8 DUT W SERVICE TEE �� O Q tTO N ton N rO Ln� O1 (0 N N Q d'N to oo Md O to d-Q t'M cD U)Q .- Mtn rn N to r� co co r to r- co co tb Ln co 6 to 0 tri to to to to � co co to co LO to tf7 in 4 to to tri tri to to � d to Ln � N to to ' t!)14. to to 1+00 2+00 3+00 FINISH GRADE CA ELEVATIONS EXISTING GROUND C/L ELEVATIONS 4+00 S+00 b+UU PROFILE HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1"=4' REVISIONS PREPARED BY NO. DATE REVISIONS BY APVD aeA N S T E Y E N G I N E E R I N G 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303-7639 FAX: (425) 658-9203 EMAIL: benanstey@juno.com Fazll > d J 86.3LF 8" PVC ® 1.0% SANITARY SEWER MANHOLE #3, TYPE 1 480 STA:3+56.55, 3.619LT. (DETAIL) N.T.S. 460 450 NEW WATER CONNECTION CONTRACTOR TO FIELD VERIFY MANHOLE LOCATION AND I.E. PRIOR TO CONNECTION 440.00 STA: 7+26.29. 3.611T. SSMH# 1 TYPE 1 48"0 SOLID LOCKING LID AND CONCRETE COLLAR RIM=451.75 I.E.=440.85 8" IN (N,E) I.E.=440.75 8" OUT (S) LEGEND: -.0- 0 IE a1Qo M 0- a X X X- w w w- SS-Ss SS - WATER METER LOCATION: BACK OF METER BOX ADJACENT TO R /W SIDE SEWER TERMINUS @ 12' FROM R.O.W., (TYP.) EX. UTILITY POLE EX. GUY ANCHOR EX. SANITARY SEWER MANHOLE EX. STORM CATCH BASIN EX. WATER METER EX. FIRE HYDRANT & GUARD POSTS EX. WATER VALVE EX. WATER BLOW -OFF EX. SIGN EX. MAILBOX EX. SILT FENCE/WOOD FENCE EX. WIRE FENCE EX. WATER LINE EX. SANITARY SEWER LINE LAKEHAVEN UTILITY DISTRICT [-]Water Plan ❑ Sewer Plan Dated____________ APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimension or quantities and will not relieve the Developer from responsibility for errors of any sort. No changes shall be made in the plans except by the consent of the District. General Manager/District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. NOTES TO CONTRACTOR: 1. SINCE FINAL FINISH FLOORS CONTRACTOR. CHECK VALVES THE RIMS OF EITHER THE UPSTREAM OR DOWNSTREAM MANHOLES 2. FINISH FLOOR(FF) ELEVATIONS SHOWN ARE PRELIMINARY AND BASED ON THESE ELEVATIONS, THERE IS NO NEED FOR BACKWATER CHECK VALVE. 3. DRY UTILITIES SHALL MAINTAIN A MINIMUM OF 3 FEET HORIZONTAL SEPARATION AND 6 INCHES VERTICAL SEPARATION WITH OTHER UTILITIES. CATCH BASIN &---- STORM SEWER, 12 30' R/W 4" CEMENT CONCRETE- 0 3 10' � UTILITY -i 24' EASEMENT \ -- 3L2. 12'--E----12' 5' SIDEWALK I -15' 2.5' 0.5' 0.5' 2.0% 2.0% U m SIDE SEWER CONNECTED WITH TEE TYPICAL SANITARY SEWER LOCATION U m 5' 7 00 9 Mqk s�ojO j1 I CEMENT CONCRETE -` j- I VERTICAL CURB & GUTTER 4'M N. 10' MIN. TYPICAL WATERMAIN LOCATION INTERNAL ROAD ROAD SECTION A -A (LOCAL STREET RESIDENTIAL) TYPE "Y" (LOOKING EAST & WEST) N.T.S. 63' IN EX. U PP. 30' 33' R/W R/W PI ANTPP 20• ! 6' SIDEWALK 1' SAWCUT & -+-VERIES I 1 MATCH EXISTING SCOPE PAVING 0.5' 2.0% 2•� MpX• EXISTING PAVING 2.Oq VARIES, FEATHER OVERLAY 4" CEMENT CONCRETE AS NECESSARY TO OBTAIN -2.0% SLOPE TO EXISTING PAVING CEMENT CONCRETE VERTICAL CURB & 1 GUTTER SEE DETAIL SHT. X OF X CATCH BASIN & STORM SEWERS,(TYP.) 18TH AVE S ROAD SECTION B-B (MINOR COLLECTOR) TYPE "R" (LOOKING NORTH) L.U.D. PROJECT # SHEET TITLE